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WS-16-1164 S men°Res Miami Shores Village �f TNo to 10050 N.E.2nd Avenue Nm I Miami Shores,FL 33138-0000 `, Phone: (305)795-2204 Y'2 � 1 � i Expiration: 11/08/2016 Project Address Parcel Number Applicant 9100 N MIAMI Avenue 1131010140040 Miami Shores, FL 33138- Block: Lot: FRANCISQUE NOEL Owner Information Address Phone Celt FRANCISQUE NOEL 9100 N MIAMI Avenue MIAMI SHORES FL 33150-2263 Contractor(s) Phone Cell Phone Valuation: $ 21,800.00 FLORIDA HOME IMPROVEMENT (954)792-4415 _._ Total Sq Feet: 0 Type of Work:REPLACE 16 WINDOWS AND 1 16 X 7 GAR Available Inspections: No of Openings:17 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $13.20 DBPR Fee Invoice# WS-4-16-59596 $4.05 04/29/2016 Check#:22473 $50.00 $272.30 DCA Fee $4.05 Education Surcharge $4.40 05/12/2016 Credit Card $272.30 $0.00 Permit Fee $270.00 Scanning Fee $9.00 Technology Fee $17.60 Total: $322.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict -0 rmity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume ire ponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, LUM ING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I rti regoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. r I authorize a-named contractor to do the work stated. May 12, 2016 Auth nature.Owner / Applicant / Contractor / Agent Date Building Department Copy May 12,2016 1 r • Miami Shores Village7A�k -TV D Building Department g �o�s 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 SA FBc 201-1y BUILDING Master Permit No. PERMIT APPLICATION sub Permit No. OBUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Q1 C70 N• rl1 Af'1l ��E City: Miami Shores County: Miami Dade Zip: 331-50 Folio/Parcel#: 11 - 31[01-01(4-0040 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):_FepA"wl 5uoi Phone#: Address: q 100 N r lI Al'11 4yt- City: )''Ii'mml o-t02t:�S State: Zip: 3,)150 Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City. HOLLYWOOD State: FLZip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit:$ Z1,8(30 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition Description of Work: REPLACE 6(o W11.J!D®WS w01r1PaCr-• slzk, W1Z 5izx • ®�7- Specify color of color thru tile: Submittal Fee$ 4QQ Permit Fee$ �Q O CCF$ 1 CO/CC$ Scanning Fee$ —l -00 Radon Fee$ DBPR$ 4,0 S Notary$ Technology Fee$ 1— • ® Training/Education Fee$ L 41 (2� Double Fee$ Structural:Reviews$ — Bond$ `�— TOTAL FEE NOW DUE$ 9% •�� (Revised02/24/2014) Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A city N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A city N/A State N/A Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. �? . r Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �50 day of 0AeG-I 20 K0 by 30 day of [IAZ70-I 20 16 by 1�p�USR Pwho is personally known to LADM k�- T' DUE-PiE:Tt who is personally known to me or who has produced as me or who has pr uced as identification and who did take an oath. identification an w o did take an oath. NOTARY PUBLIC: NOTARY PUBLIJ: Sign: Sign. S Print: Z Print: & OA tl SPRY PU9 � :*•. Seal: r� ,�% ANTONIO HERNANDEZ Seal: * MY COMMISSION#FF 164915 EXPIRES:October 1,2018 MATEOel-* Bonded Thru Budget Nota Services k k k k k k k**k**k k&k k k**k#k k+k k k k k k&+k k k kk+k k+k#k k k kkk#+k+k k k****k&ffik k*k4k&$k k k k k+k k tk+k&+kk+k&kk k•kk*k*ffik+k k k k k*8ffik k ek k$ APPROVED BY r# Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) s ; 4 a Spedafty Englneerirl8 Consultants,Inc. HUaEf4, lNOtd Velodt South Flo e a 5 1580 SW 30 Avenue,Suite 920 Beeth Boynton Beach,FL 334328 t.1 1G.5 L% I.% I.ow risk a hmnsns f Q TY S a FL.CA 9008217 Risk Ce ®+ Risk Cat.2 175 1 I7o I70 Sin Femil R-dea cca n 1�]i) Risk Cat.3&4 186 I80 Iso Hmeniial FacltiP,=q'h" (gyp p 11 Cha t� cvkla vNWpressurm based on the mean roof L Ami shall rrot exceed 80•-0'. 2 n assures are for an enclosed bWDqmbgshutters w other im ree6stance oteclton utr -a- •" V(mph) 175 1620 FBC fw I M iZ,w Fig.26.5-1a 3 User shall determine the mean roof h Eave heIght+Roof Peak)r2. Risk Category 11 Table 1.5-1,page 2 4 End zone distance Is the lessor of 10%of length,10•A of width or 40%of the mean roof he ht ami not leas than 3•-(r FIT-- C Section 26.7 5 U 50%of a com vent is ina zone then that component Is conddered to be In zone wlth the me of the area.It then ace In � , gs 5 _ M FA KJ o Table 26.6-I•page 250 8 Each component,whMow,doer mulDon has a area that is area to be used.Area of components to rounded down but eha0 not below then 10LO WA QV Ka 1 Figure 26.8-1,page 252 7 For NOA's that require a Kd=1.0 Men mu the values I•ted hereto by 1.18. CCpi o.18 -GAS 0.55 8 WIm1preswos are based on Allowable stress design. pitch of roof 3112 14.0&W- DesIA.Wessaires I•ted herein we vat for Exposures B and C and exposure D.max roof he ht 30 than 14.0 Jap- 10 Chatffi wW values Dated herein areonly va0d when skIned,dated and sealed by Gary Mc le PE 958214 or Mark LeBlanc PE 835883 or Adam D.LeBlanc PE877012 11 Mdesign presuffm ere calculated in acrcordance w8h ASCE 7-10 Method 2 12 No reductlon is taken for slopes less than 10 degrees, Area oforraportent Am ofamanowal Aresof-ponard Area ofcomponew Area of Arm ofocarporant Area ofounproord Am ofcon Area of Arvafcomnwrerat Am of wet t 10.0 of 15.0 sf 240 sf 25.0 sf 30.0 of 35.0d 440 sf 45.0 sf 50.0 of 55.0 sf 60.11 sf Mean Roof _ Hol Zone 4 Zone 5 Zone Zone 5 Zone 4 Zone 5 one 4 Zone 5 one 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 2otre 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35A 35.0 35.0 IS 43.4 -53.6 42.2 -51.3 41.8 -50.6 -41.4 49.8 41.0 49.0 -40.6 48.3 40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 45.2 -38.6 44.5 39.3 39.3 38.9 38.9 38.4 .38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 1 -44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 41.6 49.7 41.1 48.9 40.7 48.2 40.3 47.4 -39.9 46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17- 44.6 -55.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 -40.4 47.2 40.0 46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 43.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 40.9 47.8 40.5 47.0 40.1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 -42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 46.7 - 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 037.6 4 37.6 0 37.1 0 37.1 20 46.2 -57.0 1 44.9 -54.5 44.4 -53.7 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 041.40 •48.1 •-�.a• 47.2 4 00000 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 8. • 38.0 311.8• 37.5 0• 21 46.6 -57.6 45.3 -55.1 44.9 -54.3 44.4 1 .53.5 1 -04.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 1 -50.2 42.3 1 49.4 •.1 r8•at• 48.5 47.7 • 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 40 38.4 37.9 37.9 ••••• 22 47.1 -58.1 45.8 -55.6 45.3 -54.8 44.9 -54.0 -44.4 -53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 49.9 42.2 49.0 41% -48.2 4 • 43.8 43.842.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 0 13"•• 38.7 •38.3• 38.3 •0 0 0 0 23 47.5 -58.7 46.2 -56.2 45.8 -55.3 45'.3 .54.5 -44.9 -53.7 44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 49.5 �2 -48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 0 9.1 • 39.1 38.6 38.6 ••• 24 48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 .50.8 .0• 49.9 4!!6* 49.1•I*** 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 0 039A• 39.4 •jVO 38.9 0 0000 25 48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 1 -52.9 44.3 1 -52.1 43.8 1 -51.2 -50.4 42.9 49.5 0 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 -41.2 40.7 40.7 40.2 40.2 • 39.1 39.7 3473 39.3 • • • 26 48.8 -60.2 47.4 -57.6 47.0 -56.8 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 -52.5 44.2 -5I.6 43.7 -50.8 43.9 -49.9• •••• 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0• 40.0 3 . 39.6• • 27 49.2 -60.7 47.8 -58.1 47.3 -57.2 46.9 -56.4 46.4 -55.5 45.9 -54.6 45.5 .53.8 45.0 -52.9 44.6 -52.0 1 .51.2 43.6 -50.3• •0•0 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 • '311• 39.9• • 28 49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 -56.8 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 -44.4 .51.6 0 444.0• -50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.I -43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 49.Vt 1 I A4p�G�® 40.2 29 49.9 -61.6 48.5 1 -59.0 48.0 -58.1 47.6 1 -57.2 1 47.1 -56.3 46.6 -55.5 46.2 -54.6 45.7 -53.7 45.2 -52.8 44.8 -5 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 4� ..B.•• 30 -50.3 -62.1 48.9 -59.4 48.4 -58.5 47.9 -57.6 47.4 -56.8 47.0 -55.9 46.5 -55.0 -46.0 -54.1 45.6 -53.2 5.1 .!3 • .4 a v� No • - _ • _ R w- o SAN • p MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:9100 N Miami Ave MIAMI SHORES FL 33150 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOW FL16736.1 +60.0 -60.0 +40.1 -53.6 47 x 34 NO YES 2 -43.4 •�. .L .� 3 517/8 x 491/2 .f. �. 73 x 62 •;3••• .(, �, .J. �, .�, -53.6 73 x 491/2 .(. .� . 0000 •:6••• ...�. 00 .. FL.16177.1 +70.0 -70.0 35 7/8 x 491/2 '.Z:.. ..•�. -43.4 •, ego*: • J'i' "' y y .(. 35 7/8 x 37 3/8 .:9... . . . :... 36 x 491/2 .00 9;&66 •• 0 -53.6 35 7/8 x 491/2 0000 11 FL6890.1 +675 -675 12 FL5823.1 +675 -75.0 35 7/8 x 62 �. .�. 13 35 3/4 x 62 1 x 4 .� 14 35 7/8 x 62 FL9520.2 .(. 15 35 3/4 x 62 y (+/-120) 16 .(. FL16177.1 +70.0 -70.0 -43.4 517/8 x 37 5/8 `� ,;Z; Dcois-WOLA .L)Z S(..o S3.L. w x t -.2__ ' � -L•-----' - ' -�.. :. _ _ `/-�S fir- . .. _. _ .. . ...... .. �. .: i...1.. s ..._. _ e _—_•_____— — — — —T t ! - ------ - ----- -- . -�-- �- - _ 1n ----------------- _ eL • t _ _ - .�;;� •• ••• •• • • a asA, o �d tl39wnN voula r4wpH dock, O tuam$+d aQ 3piu aaswnN avm vm 3WVN sx3woism V/1 ro �s v2.�• . ��$�$s® - uva3unsv3w H731JNR1nsv3tA1 $rxs�••�®n�ae9saeg�w 6� ••• Florida Building Code Online Pagel of 2 flMW� ®era Home I Lm m �{Uar Reoleba9ea t Hot rooks Submit 9 dnroe Stets a Paas PUMII.-Nrns I RRC�f f LFLn �t r I ha I s�rO Bus nes r Pro essl Product Approval ween:"tic user Regulation ReAL.n P�orovel Menu>PmductorAnDikation Anal .t>AM11=t1M Dalian FL# R6690-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)366-6922 ekoss0cws.cc Authorized Signature Koss Erin skoss0cws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)366-6922 Ext 291 ek=s;@cws.cc Quality Assurance Representative lay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 )lathrop@cws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or u Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 6a Validation Chakilst-Hardcopy Received Certificate of Independence F 6890 R5 COI Ey IReo CWS-161 (CA-8400,IMP).odf •• ••• • • • • • •• Referenced Stand and Yeh r tpP�t Vatd):•: • YAW• •00 000 • • • • • • 1 4"A/WDMA/CSA 301/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 • ••• •• ••• • ASTW E1996-05 2005 see i 000 • •• i••P1f T*201/202/203 1994 Equivalence of1b&duct Standards* • • • Certified By ••• • • • • ••• • • http://www.floridabuilding.olkpf pr-ipp,.dttWi:?pmgm=wGEVXQwtDqu4Bg7NfwG9n... 6/24/2015 } Florida Building Code Online Page 2 of 2 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 Gummary of Products It L# Model,Number or Name Description 6890.1 18400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. mils"or U66 Insitaftdon Instructions Approved for use In HVHZ.Yes a= R5 II CWS-161C(CA-8400.IMP1.Ddf Approved for use outside HVHZ.Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Deslpn Pressure:+67.5/-67.5 Evaluation Reports Other.8400 Vinyl Casement,Large Missile,DP=+/-67.5 FL6890 R5 AE DuPont PV6 NOA 13-0129 27.Ddf psf,Max.size 37°x 72%Outer Ifte In I.G.to be fuly FM90 R5 AE EvaiReD CWS-161C(CA-8400.IMP).odf tempered when used 30 ft.above grade In HVHZ.Glass FL6890 RS AE ouanex(Mucron.NOA 12-101702.Ddf complies with ASTM E1300-04. Created by Independent Third Party:Yes BarJt Neat !dam::1940 North Monme Street.Tafiahassm FL 91399 Phwe,,850-497-1824 The state of Randa is an AAtm employer.t oovrieht 2007-2013 State of Florida.::Prhmy Shmomm:: Wider Florida law,ema0 addresses are public records.If you do rot want your a•mall WWress released In response to a public-records request,do not sand electronic mall to this entity.I:stood,contact the office by phone or by tradMonal mall.V you have any queftm,plam contact 85D.487.1395.*Pursuent to Section 455.175(1),panda St nem,a wva Dotober 1,2812,[Worsen Scorned under chapter 455,P.S.must provide the Department with an ormW addnm r they have one.The ema0s prodded may be used for static.comwrikWon with the IWWN e.Howorry enol addresses ore pubic record.Ifyou do not wkh to supply a personal address,phase provide the Departaent with on emaS address which can be made avallable to the public.To detennine if you are a Ikensee under Chapter 4S5,F.S.,plea&•dick J>03L, Product Approlral Accepts: mom>axari ms tua5r •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • • • • •• • ••• • • •• • • • • • • • • • • • •• • • • • • • • 00 ••• • • • • ••• • • http://www.floridabuilding.o&pWr*pp`dtL§,gpIYPSPm=wGEVXQWtDqu4Bg7NfwG9n... 6/24/2015 Y , URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 161C April 18,2015 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72" unit size with HS laminated glass,or 37"x 63"unit size with annealed laminated glass Manufacturer: Custom Window Systems,Inc. 1900 SW 44'b 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 5s' 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.Tumor,P.E. 3) Test Reports NCTL-210-3673-1,-IA,-2,-2A,and NCTL-210-3674-1,-lA,-2,-2A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 10I/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 • Achieves design pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 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 involvo in Ompitilg gr gpgrqVal process of this product. '.�0%�,tyfl13J£VII r'oir . ... ,,, . .•` Na 58209900 ;off r 4/1812015 . . • '• '�'* '* Lucas A. Turner,P.E. '• •• ' • • • • ' '•, vol • j4 •• �+ STATE OF .J FL PE#58201 ... . ... . r��y�t4••'•�R 'P�• ,a`y Lucas A.Turner 01U A4t,+�, 2015-04-20 11:69-04:00 ••• • • • ••• • • ASEMENT - LARGE MISSILE IMPACT GMEp°'-"-M: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED wvmwmrm TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. 39 VC MAX OVERALL 381/0 AND ISNRATED FOR IND ZINCLUDING THEIONE GH 4 MISSILEVELOCITY LEVEL D IMPACT USE AURRICANE ZONE"HSS WWw.CWS.CCDA 34474 FLANGE WIDTH MAX OVERALL FLANGE WIDTH DEFINED IN ASTM E 1886 PER THE FBC. �R WOTM ��TN 2.GLAZIIQ OPTIONS(SEE SHEET 2) 8m PVC F 3v MAX SASH WIDTH MAX SASH WDTH 3.CONFIGURATIONS:ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT RIGHT. IMPACT ———— 4.DESIGN PRESSURES: • • ————— —— — NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND • • I GLASS TABLES ASTM E-1 30D-04. e3 n •• • •• I I I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER T c 731!x' ••• I � INF TEST PRESSURE AND GLASS TABLES ASTM E-1300-p4. w LU ••• • I : • I I I 6.ANCHORAGE:THE 331 fJ%STRESS INCREASE HAS NOT BEEN USED IN FLANGE I •• • • I 641/4' THE THE DESI N OF THIS PRODUCT.SEE SHEET a FOR INSTALLATION •HEIGHT • MAX i DETAIL WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD 0:0*400 ••• • •• I OVERALL B I $ ANCHOR CALCULATIONS. •I • • I FLANGEI s o • •: • •• I ••• I N 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE •I • • I I I NOT REWIRED. • • • • • •• • 72" � I 6�1tL Sr 7.ALL FRAMES AND VENTS FULLY WELDED. � � � a • • MAX • I •• • I QHS MAX ,` GLASS 11N1T •• ••• I DLO HEIGHT ' a i DLO B.SERIESIMODEL DESIGNATION CA-&W0. � • •• • HEWT • • ••ii • ••• I I I S.THE OPE T STANDS FOR THE FOLLOWING: v m Q z . .. • •. . . I s 61' I , , I X4+ 4 • RABLE SAM I C � I / i I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 44 pJ�fl •� •4� SASH \ i 3 HEIGHT I // I LOCATION. `��Op4;.v�GBN4F201 D I I OU" N. 58zyT HE I 1 6 I ML ——— —— 2015-04-18 mer y9po�;R�ATe oV. r�+srs 60 A 22:00-04:00 — e—— ——— SOL-!7�j O �+n4►a4n+� GLASS rIL30 lAt AIS Dw RIGHT HINGED-SHOWN LEFT HINGED-SHOWN LEFT HOVOED"OPS LUCAS A.TURNER,P.E. RKiHf HINGED-OPP081TE FL PE 9 56201 1239.IABARA AVE NORTH PORT,FL 34268 PH,341-38Q-1574 SHEET DEMRFrKft ERAL TES TABLE OF CONTENTS LOCATION KW. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING a�ELEVATIIONS AND GENERAL NOTES&ELEVATIONS.-__i 37°X I''p +/- - GLAZSECTINGDETAILS..........._ .._......_...2 -67.05 PSI= ADE W05107 SECTION VIEWS.............__.._..._......_3 r ExTRusIONs&B.o.M...._..»..».............a LARGE MISSILE IMPACT Am - ANCHOR SCHEDULE&NO7E8. ..._....5 N 37"X 72" - CWS 161 G NON- INSTALLATION ATIOId DETAILS........»........._..B -N-67.5 P$ SHEET 1:ifi 1 OF 6 wmmwm"nm 1900 SW 44TH AVE. OCALA.FLORIDA 34174 W W W.CWS.CC &100 PVC CASEMENT IMPACT . 7!8'OVERALL . . .... . .. 718'OVERAGE •••••• • • • 118-ANNEALED or TEMPERED 1A1"HEAT STRENGTHENED or TEMPERED w —711W AIRSPACE•..••• • . • • 7n8^AIRSPACE yµ,1 Ul y. • • • • 8nr LAMIMATEDGLASS Sn6"LAMWATEDGLASS r m • . 0000•• • 116'ANNEALED • •••• so:**• •• •• 1/B'HEAT STRB4GTHENED t� � Z • • • .08D DUPONT PM INTERLAYERfC 0 ••••• •• • •••••• .090 DUPONT PVS INTERLAYER • " �+ • • 1fi"ANNEALEDW •••• •• • .... 118'HEAT STRENGTHENED s ¢ • • • • • SIKAFGfix�OR • • • •• •••• PURF�CT GLAZE 9P PURFE T 862 GLAZE _ • 800: PURFECT GLAZE"H. • • 0000•• • 112°GLA$B SITE 4g g • •6.6 0000 6•••6• 11rGLASSSITE j tC p • 0000 • 00 1 1 U m Q • 6••• •••• • • O Q • mnu�yO M •0006• �� D �• ,q� 5820! %-F I j BTATE OF IF 3 L,p GLASSTYPEA A �� GLASS TYPE B y� 4/1812015 LUCAS A.TURNER,P-E. FL PE$88201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-x-1574 GLAZING;DETAILS bluwRRF— UNITSPOS.DP GLASS 7YP ADE 05J0&07 (T 37"x 63" +67.5 1 A cWS-161 c 37"x72° 1 +67.5 B SHEET 1:1 20F6 1800 SW 44TH AVE. INTERIOR OCALA.FLORIDA 34474 WWW.CWS.CC 84100 PVC 1 CASEMEW MNPACT ..goo• ' 0000• 4 8 1 410 •i •• SECTK)N VIEW B-B c3 O • • IC 0000• • a e 0000• • • • • • •• 0000 e 0000•• F W g 0000•• 0000 0000•• °3 � � o •• •••• .00. INTERIOR 000000 •••• • 0 • . a��gt<4aa� G •00• a3�Ne sato, °7;,'FrC STATE OF tgj V�ihy�pMA4E�.�`� 7 ��- 4/18=15 8 LUCAS A.TURNER,P.E. FL PE#S=1 2 - 1239 JABARA AVE. NORTH PORT.FL 34288 MEET=1574 SECTION VIEW A-A ALTERNATE FIN FRAME SECTION VIEWS ADE 05/08/07 ITEMS NOT SHOWN FOR CiARITY: GWS-181 C 14,16-17,19-20,23.27.37_34,37-38,42,44-45,56 S-1 EET 1:2 3 C?F 8 p! as�n=r;:� _ r � -,1, �u7,.:� �1'L� I ••-; � - ��ll.�`��(IIJII'l , ©l�djk?la! = rl y ,c - c t11� •Tt � - • ,: . .,•• � .a � 1 M rK :#[�*?�Air Q! SkiE! - cr• 'Y ��IIVr'.7 �� t, ` ::r r: FK9:It�_F 1yl.l� Tii:iN ��I i■ m PVC *7:Nr� �- —�� Ql: :;r,r a�7:F9:1[�?:F9�1[c?ii7#:?Tq��i.� �i�'►� �It :,: Eid:i�� T:7:Ti�Ti�i�P-tii,{ 7'.►7�T:c,�� I CASEMEXr diIIIMI �S! •7-7 IMPACT' — C — sm mullIli 0 i�: 6Y,�EI�;A[w1f111:I1i►I,7:illilt:F�[c ! :T�i:l>:1:`]�- 'll'I��= �� - ` >., `Y.1:1�3F'ldcl(�j�L`.7:[•li�i�.��i•;` ' 0 '1111�eBe ti1111111'T �:I ;tyl•�, �,r_w:rs: r U �aW--1�lwl:ra %i�■ :6'�� 1�'x}��111a��frcffii�at.91Z13R3:1.: �:1�:13�1F�i,7_>•� :rug: n Ql1k�`rl�[ Tiii�13 ■��F � Y.7:14 !IIIIIII mu= < !moi^;ka][?�rri Tc i]l.Z.�a:i�i Ti?�1�rgy:i•iVT O�j �d?�1�.711olitr'+�ia� :�� lt:►i[:7:■ � `==1 L.::� _ ,�r:< Dy1=.lcZlliiT�:i�]L. .uil'T -:. -• � � ° a o<•- • :r. QlZliii lG'k :fiF11:1 :;*yfell 71'1714[i:r;i� J_1 nou- m EVA _ .ryTiw b�IITT• ii7�:ii�ri e1: !c�:ii1[7:1•iT.lilkfT"l:L ?i',a� ='i i Q = .r,.,,: f � A1Js"J3�7iDii:i• i. ..�igR57a� �_•-i EnUm 0 'r r • • .77�:!it.]T71..7a1�ail-dH Ibl��[.T��',�i��i� i • ©�-�r+i �Y� T«�E.911•�7t``i9iT'llt:ii�[iIi7.7� # ,•yt•l.I�:T:'("�1[ikiii� -• • �� II � � . Ti i i. • • •' - • • it —i—• ® L� 0 0 [iU1111111 • i �T 4• "• • • . =ri�iEVVIVORIN Q��iii�'ilk:is��iT•7c]�.11=.+;'ililai;i9�iyj�' •• • ilq _ � LUCAS A.TURNER P.E. � I;II�i�ll.liN:it�i7llaii' l:l.'cl:Y�73`ie�Fy3�:13��.� • i J�� f Q ri➢:� 69iI7Z�7:iiiil/[y 1�:1�:N]LI�7��-7r ��[7a�.i'1�[ � _'• iFL PE#,M mmj_�F: 'i'�'Li[sT137T�T1i�f[yF^ll!i.#E is i.i. ::•li� ti— ' i r 39 JABARA AVE �;Slzy?z!N. • a -_ i • .t. ..•: 111 -1NORTH PORT,041-3BD-1574 �i r r Y��F1 �:i•5[.I Ur'.9�i�� ah. .7f.ibI Iia[sT\;Ibjii7�y;i �_� 11 - :r�^:� -� 1� ..i u��Jnr'. .;w •r<- a3� T ;k •. � �-a�; . 0 1�.1�J'r:)�ld[�i��■ lir ;TrLk •— [. -. r rJ; T ��C'i i:1Si I � V �La�a.rii�l:ldl:ly[.•ll�.:Illi)f,[i)'�l[. ":K'ri![ii. l: :.._ . 1:7:�d�TE'u=14 li.. •. #��• :'� F::37•+Lii�:I�Iii1�7F�1-7:T]�E-� lyl.'11��G?�� :,K,,. � � .r .r • • • • q. man MAX W MAX O.C.(TYP.) 8'12 Itr MAX(TYP-) (TYP.} SEE NOTE 2 C MAX(M•) SEE NOTE 2 4"MAX(TYP.) aT•n m Ir MAX ) 121/r MAX O.C.(IYP.) tr MAX O.0(TYP.I 1800 SW 44TH AVE. I•MAX rrYP) — 4•MAX(TYP.) BEE NOTE 2 WWW. FLORIDA 34474 �E NOTE E 4+MAX RYP,) W W W.CWS.CC s°MAX RYP-) e• em PVC 10• RTYP O.C. + CASEMENT MAX O.C. ' I e• 0 IMPACT MAXOr_ • • • �• •• MAX14 < x I i •• • ` ` aysTAUAr1oN O p ..... INSTAUATION g •: ••• • �• • INSTALLATION ANGYIOR(TYP.} fC O . . • • � I 1 • �u �u • • • _ _ _ qo • • • •• •000 J1 r TME U FRAME ANCHOR •. ••• HINCSIDEdAMB(TYP.} 6.THM FRAME R0. Q • uNrrs tIP rQ 3T tnNTTs UP aT x 09 95[CHOR LAYOUT-(FICO 9UT•(FICO m a z FOR UNITS UP TO 3T x 77 •••••• •••••• w • FORIANII ke3• � p•�Ng4i •••• S�Q�rpt! �J" ,rwb ��'• Ns 58204 fib: C NOTES: ry17 STATE OR *.� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ��ri�l C . wy�i�OMA6 `��A 2 SHIM AS REO AT EACH INSTALLATION PLASTIC OR LANG LOAD BEARING SHIMS.MAX ALLOWABLE 6FIIN STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1118•l8 PRESENT. LOAD BEARING SWIMS SHALL BE +brei CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS AFI£NOT ALLOWED. y 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8 �;:r g 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR MATING. DISSIMILAR METALS OR MATERIALS IN ODIUACT WITH PRESSURE TREATED WOOD MUST LUCAS A TURNER P.E. BE PROTECTED TO PREVENT'REACTION. FL A. S 55 1 I INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONB,AND ANCHORS MALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1238 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 8. NORTH PORT,FL 34� PH.941+380-1574 B ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR C TFICW OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED.INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GRCUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUM BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X SLICKS BETWEEN THE PRODUCT AND SUBSTRATE ANCHOR SCHEDULE 8 7.A MINMIM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS,3'FOR MASONRY,1'FOR WOOD AND METAL BY: NOTES DOWN , B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRAM WIND LOADS TO THE STRUCTURE. ADE SW07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIIEMENTB AS SHOWN IN TABLET,SHEET S.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANOIE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW ING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-161 C FM)VAAMA 1C10(FlN WINDOWS),FMA/AAMA 2WR.ANGE WINDOWS),FMAAMOMA 250"WINDOWS),FMA/AWMoMA 300(OOTERIOR DOM) SHEET 1:20 s OF S MW.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE SY OTHERS YVLNDOw S INTERIOR 114•MAX SHIM SEE TABLE 1 MN.EDGE DIST. rSUBSTRATE 1 BOD SW 44TH AVE. MN.EAM DIST. WE TABLE 1 SYOTHERS 6 E I TABLE 1 114"MAX SHIMtl ODALA.FLORIDA 34474 SUBSTRATE BY OTHERS W W W.CWS.CC SEE TABLE 1 MIN.EDGE DST. SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR /�8m PVC BY INSTALLER 244E AND OUT SEE TABLE 1 PI.EMBEDMENT CASEMENT SEALANT BEHIND E E 1 IMPACT FLANGE BY INSTALLER 1/0 MAX SHIM M • •• mrl • • ••...• • 7R-SM.ETA" ERIMETER SEALANT •• ••• • • • INSTALLI • • • • • BY M AND OUT PERIMPrER SEALANT BY INSTALLER •••••• •• •s• • • • • OSB3E�X1'1 �aTALLAT� ANCHOR SEALANTBERM EE TABLE 1 d •• • •. ••••••••• S BECnoN FLANGE BY INSTALLER SEALANT BEHIND SECTIO T o • IM�.�q?0T4* •• U HORIZONTAL Fl BY INSTALLER V4�LE1 •• L / TYWAFINANCJ40RAGE d � • ••• •• • •••• HEAD AND SILL.SIMILAR FOR FIN INSTALLATION Z • • • • s � wtt �Cc • s • •• see* NOTE:ADDITIONALTHRU-FRAME ANCHORS o • ••i • 000 AM (AS SHOWN IN DET.B/8)REO'D AT THE HINGE SIDE JB,SEE SHEETS ANCH�T LAYOUT. •• ••• •••• ••• • SEALANTSENIyb.a •• 114•MAX.am • FLANGE BY 24STALMER U m � Z •• ••• •••• • • • �pfm�gt PERIMETER INUMIN- INSIDE OUT FE T ,�� •? �yZ C1+ 4D t3. N• mal z SUBSTRATE BY OTHERS .0i • SEE TABLE 1 MIN.EDGE DIST. 'P STATE Olt l SEALANT UNDER SCREW SEE TABLE 1 Qa.R r VI• HEAD BY 74STALLER A VERTICAL SECTION y4�d t('•O..p..L.pr+�`�`r B TYPICAL SILL ANCHORAGE �•i 0 4XM�aaa �ny0n TABLE 1:APPROVED INSTALLAflOD1 FASTED$ 4M812015 FRAMETYPEANI CONlETE(ZO KSI LUCAS A.TURNER,P.E. 4:REM' MK) 3115 TTW TAPCON t-1/2° t-17I FL PE B B$�1 BY R� NORTH FL 9239 JABARA34498 FLANGE ODNC RETE(285 KSI MIN.) 3n O•ELCO LATRACON 1• 1• 048DE AND our � PH.Bal -167a FLANGE GROUr+I.LED CMU(ASTM Coq 3/16•FI ULTRACON 1.114• 2 t12• `e\ H��d4iAL SOX FRAME INSTALLATION ION 311 FLANGE 2X MLN.SOUTHERN PINE(G=O.55) OR ORr ITW TAPCON 1-3/8' 718• HEAD AND BILL SWMR FOR BOX INSTALLATION INSTALLATION DETAILS ELCO ULTRAtmN FLANGE 2X MN.S0UIHERN PPS(00.551 910 WOOD SCREW 1-w 7/I• FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE DATE: FLANGE 18 (O.OIO•)MW.STEEL STUD, 310-16 HILn KW1KFFJLOR rtW FLBl THREAD UP TOAND INCLUDING A BOX-FRAME APPLICATIONS ACCEPTABLE PROVIDED: (33 KSI YIELD MW) TEKS SELF-DRWNG SCREW THRU 0.os0' Mir ADE 05/05107 FLANGE 1B•ALUM. -MIN.114°FILLET OF CONSTRUCTIONLGRADE ADHESIVE CAULK IS APPLIED Uww#_.(33 KSI K) OR DRI GRADE b SELF TAPP / FULL THREAD 7I1S' INSIDE AND OUT,FURL PERI BY INSTALLER. CWS-181 C 1/8•STEEL(33 KSI MIN) DRILLING SCREW THRU 0125 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REG AREMENTS AS FM 2X MR SPRUCE-PINE-FIR(O-1142) 99 WOOD SCREW 1-ire 711W SHOWN FOR FLANGE WINDOWS. SHEET 12 60FO Florida Building Code Online Pagel of 2 FW p cf ec14 HOLOW In USW RegbnraWn HOt TOPIM Submit Surcharge Stats a Facts rl tLAIr�insni Fid vY�' L�SIP, wl I I r I Busines 4me Product Approval Professi gal O-OUSIER:PublicUser Regulation a Prodmt or Aoaikatien 5®rch aAr=lqn >Ap~ai DWxfl FL R F-16177-RS -- Application Type Revision Code Version 2014 Application Status Approved Comments Archlved ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)366-6922 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 lay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cwa.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 10 Validation Checklist-Hardcopy Received Certificate of Independence FL16177 RX COI EvalRe CWS-812B(SH-8100IMP NoGIHAnch)od •• ••• • • • • • •• ReferencPad Standat$f aTt�gear(q 5�an=ero) SbindmA YOU • •• • • • • ••• • AAMAIWDMA/CSA/101/I.S.2/A440-08 2008 •• 000 •• • • • •• ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1995-09 2009 • 00:• •• • i • • • PA TAS 201/202/203 1994 • • ••• ••• • • • •• • • • • • EqulvaIpce of Mduct handards • • Certified By hrip:i/www.floridabuildtg.prg/Sr/Pr:api delaspc7param=wGEVXQwtDgvyf4ngAXhlOy... 6/24/2415 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Sunkrnery of Products ow FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limft of Use Installation Instructions Approved for use In HVHZs Yes EL16177 RI II CWS-8128(SH-8100 IMP,NoSillAnch)odf Approved for use outside HVHZs Yes Verified By: Lucas A.Turner 58201 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 evaluation Reports Others SH-8100 PVC Impact,no sill anchors required. &t= R1 AE DuEgnt PV5 NOA 13-0129 Safety glazing required on outer Ilte above 30 ft.In HVHZ, F_L16177 R1 AE EvalRep LViIS-8128(s►+-8100.IMP. Glass complies to ASTM E1300-04. NoSiilAndilmdf FL16177 R1 AE Ouanex(Mlkron)NOA 12-101 02 odf Created by Independent Third Party:Yes ::!e411a14rth Monroe r�•.Taied..-=._.PL»300,14mae:950-497-1924 The state of Rorlda 12 an AWIM arnplayer.Con"lit 207.2012 SUbe of Florld..:;Priaram suftmantn BiIY Under Florida low,small addresses are putak records.If you do not want tour e-nag address ra>eesed In spates to a puWk records request,do not send electronic mail to this antsy.Instead,coNart the office by phone or by traditnW mai.If you have any questions,please content 850.407.1395.'Pursuant to Section 455.275(1),Florida StabAtes,effective October 1,2012,Ilnsnsem Ilaens, water Chapter 485,P.S.ml. provide tins Departmant with an emra0 address 9 UM have one.The arnalls provided may be used for otffdal Communication with the ioasmes.however owl addresses are public record.N you do rot Trish to supply a personal address,please provide the Deperhna.wins an small address which can be made available to the public.To ddwmdne If you ore a Ikersae under Cheptar 455,F.B.,Jdease dict IMM. product Appronal Amapes: ®®®® smur)t xi.MRs •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • • • • •• • ••• • • http://www.floridabuildii g.*Org/*/lir•ao*ditaspK?param=wGEVXQwtDgvyf4ngAXhl Oy... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 912B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 446 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 56 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.Tumor,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812B,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3815-1 A,-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 1886-02104/05, 1996-02/04/06/09,and AAMA/WDMA/CSA I Ol/I.S.2/A440-08 4) Supplemental Calculations to support CWS-81213,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: • May be used in 0/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-l/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikmn)white rigid PVC framing per Miami-Dade N.O.A. 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 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. .. ... . . . . . .. • • • • • • • • • �{�11111�1t/l • • •• • • • • • 1NOTREW I/ .. ... .. .. 0�vQG�N VKVr* r - *�r: No 58201 �t ••• •:• ••• ••: : ••{�; * 4/18/2015 .: : . :•. .' . :': : Z'0 ■Q 2 Lucas A.Turner,P.E. .. ••�"A•. STATE QF +; FL PE#58201 000 �!.;�' •.fl R �•' ►�' Lucas A. Turner •:' : : : : ':' : : 040410NA„ 2015-04-18 • ••• 22:20-04:00 . . . . . . . . . . ... . . . ... . SINGLE HUNG - LARGE MISSILE IMPACT QENERALNOTES' I.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HAND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA.FLORIDA 34474 IN ASTM E 1998 PER THE FBC. W WW.CWS.00 2.GLAZING OPTIONS:(SEE SHEET 2) 531/9'MAX OVERALL FLANGE WIDTH 3.00NFIGURATICNS:'OAC. 81�PVC •. 517/8'MAX UNIT WIDTH _ SINGLE HUNG :*009: • • 0000• i •••• 47 t ttt8"GLASS DLO 4.DESIGNPRESSURE DESIGN LOADS BASED ON,TESTED PRESSURE AND •••••• • GLASS TABLES ASTM E-1300-04. I�P�s� • A •••••• -POSITIVE DESIGN LOADS BAKED ON,TESTED PRESSURE,WATER •• ••• • • • • INFILTRATION TEST PRESSURE AND GLASS TABLES ur a • ••• •• ASTM E-1300-04. 004000• 4,000 •• •• ' S.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED 8 • • • •• I -- - i 0V THE DESIGN OF THIS PRODUCE:SEE SHEET 8 FOR ANCHOR Y H • ••• •• • O FDETAILS.WINDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD • • HBIGHi• • ANCHOR CALCULATIONS. tZo • • • ••• • B ; GLASS B S.PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE = O • • • •• •• ••• 000 •• DLO N171 REQUIRED. t (n f 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL SEALANT C It :01.0: •:•• •�• USED AT FIXED MEETING RAIL AND JAMB. iL • • UNI=• 0000 • 1161614T• S.SERIES/MODEL DESIGNATION SH-9100. tt • • 0 F 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: � 'p —7 000* f I X-OPERABLE SASH.O-FIXED SASH30 m d MAX1� I 267/8" 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR SASH I GLASS LOCATION. own"""*KEKIHT ' e DLO 11.EXTERNAL WEEP SLOT=1/4'x 1-1/4'LOCATED 4'FROM BOTH ENDS, '�r�QNygbi I iQ, N. Sam -- -- - TuR16 Lucas A �' TATE OF &vwr n - -- - 2015 OA-11 X . yo``�r� ® A 15:15-04:Qa y 4ADNo- 4r AI. .'•r 461/ts" 4 join GLASS DLO z� 4S3AB' 4/11/2015 MAX SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JAHARA AVE NORTH PORT,FL 34288 PH.941-380-1574 SHWT GENERAL NOTE$AND TABLE OF CONTENTS ELEVATIONS UFMWN Hr DATE: GENERAL NOTES RELEVATIONS_...1 DESIGN PRESSURE GLAZING DETAIL..............................2 MAX. UNIT SIZE IMPACT RATING BAT 08/18112 SECTION VIEWS_..........................3 RATINC7 t EXTRWIONS A B.O M..............._.....4 ANCHOR SCHEDULE a NOTEs.-.....s 51-718"x 61-314" +1-70 PSF LARGE MISSILE IMPACT CWS-812 SHEET INSTALLATION DETAILS......._..........8 1:15 1 OFS wiNIID0wsYarEM IBM SIN 44TH AVE. OCALA.FLORIDA34474 WWW.cwS.cc 8100 PVC • 0• SINGLE HUNG • 0090 ,••, IMPACT • ao •• ••• •••• •• •• 718'OVERALL INSULATED GLASS 606:09 • • • • 7!e"OVERALL IItStMTe1 C+tA85y} • ••• •• • 0:::: ••••• 11S ANNEALED OR TEMPERED m Cd • • •••• 1!8"ANNEALED TEMPER • ••• •••• • • 7116°AIRSPAt2 • •• •••• 7ne•AIRSPACE a •• ••• 6t18°!.AMINATED GLASS 6118'LAMINATED GLASS 0 • , , 000•• rs • 118"ANNEALED •• ••• 000 0000•• 1i8'ANNEALED 0 • 489'PVB INTERLAYE 000 • • ifs'ANNEALED R BY DUPONT Abp'PVB PTTERLAYER BY DUPONT • •• c Q � • • • IV ANNEALED •• ••• •••• ci DUAAALBYTRLtSEAL •0 • 0000 OURASEALBYTRUSEAL PURFWT QLAZE'W OR SIKAFLEX 552 PURFED T GLAZE'I-r OR SIKAFLEX 552 m d f 1 G/2 L T S SITE t I l'GLASS SITE �od is ,W jt-r* CP' CB NSR �,�h'Zi A-0" Na 58209 4ttir 2*S t X17* 1 q 1 S-P t 8TATP OF ate y� FIXED LITE SASH L� 4111r2015 LUCAS A.TURNER,P.E. FL PE 0 58201 1236 JABARA AVE. NORTH PORT,FL 34288 PH.841 -1574 SNMDEWRIPT GLAZING DETAILS SAT 06!18112 V.- REV- CWS-812 B SHEET 1:1 20F8 iNTEAIOR wINvcw m TEm ,800 SW 44TH AVE. OC"FLORIDA 30474 WWW.cWs.cC 8100 PVC • •• ® SINGLE HUNG • ... .. IMPACT .. • t Iq N • 000:00 • • • • ••• •• • • • • 3 1 t 4 •• i•• •• • • SECTIONBB • • • • • • • •• 0000 NOTE:LEFT SIDE SHOWS MIXED SECTION VIEW, a RIGHT SIDE SHOWS SASH SECTION VIEW. a 00 • 060 F u5 ¢ d t 9dTER�R m < 9 ��•' � ss2ai �;�is�"� 1 '9 5-1 STATH OF 1t++► 1 gy��ONl14�.�'�?�,• +n�nwM z�- ta 4/1112015 s 2 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-MO-1574 stl sECTtO"A-A SECTION VIEWS BAT 06/18/12 r, NOTE:TEENS NOT SHOWN FOR CLARITY- mo CWS-812 'REV B 20,25-28,36-37,44,51-52,&5--%B4,87-68 12 SHEET 30FS PARIS LW FRA NE ,R� REM PAIR# DFSpWWN Y6rDQR MATERIAL 91$ CONSTRUCTION 1 H4W ilkein Fr., W .,PVC HNW Mikmn Vinyl - 2 3031 n Fr.,8H ,PVC,Bill i n VI t t�18 WW=W B mnmg 3 H4W Men Fr., H, ,PVC L.Jb. MIoa1 VI t 1-23VII 1900 SW 44TH AVE, 4 H�031 n Fr.,8H,vgFlp., ,R.Jb. Mf= YI I 3 6 FLORIDA 34474 8 6-1mmk Lm / FF 8 H-8027 Bash MGM.Fn8 PVC MYoam I 211n6' 4 +SIB° t SIB' L a 4+097 RGIMSmh Bath Moet.Re11 mmlc Aiun I ,n6•nyl ,ne- ,n8' col lER WELD $'1 W PVC 12 H43026 saeh�trm Aei4 P Mr0ERW.Bellioo1, vIlm �irryt !If_ (ALL 1OM BINDLE HUNG 13 B-14M R81rd . .RJS. IMPACT • 1 5-WN .,71T • • • Vitry PVC FRAME FLANGE-=I PVC SASH 8MRAd 6028 PVC SASH TOP RAIL 6027 •• 8• 8 13 m. ,YVC.FEE Mkron Vnyl a a 19 33D14 PY Vert. • MBvon I 1112• ••• Sash Stop/Filter,41 ,Vert! Mkmn 1 • 23 H-1699 FUnlorcem0m. mark Alum 716 13ne° � o •i4 P-2180qp •• •• -25 gry8+ 1 Y P-amSMOCIPA,PVCBSI P16011a � m •• •78 P-" TaUoffaip BSI 88 D �9•-1118' 19AP 2,A1' 1116° MED&WETg40 RAIL • P-m boc(, PVC 0999 bnmftk tn6' SCREWE D TOGETHER IA WRN ••• •• Gear INF,WAOrHOOK-11121335 w1Flpia >> • P-3429 E-- 0270 x.t lAtreleb PVC SASH SIDE RAR-6004 R)M RAIL-1838 ¢ O W •• 13-4638PH Mod• iJ89 A 2 Factorial 819e1 • 133768 .825 Ph PH Flub 81eei 181+6• 'wig 39 T40-51 .280 Ph FH K, .• FkA) 681 1,AP U• d284W +iFH PH-5 Plwd. Sc St�l 12° +-- ® �B"� C 44 133342 ,8111-5504 Schnee 7A,• +5'1B° 1 m Q O 45 P37b2 ,1 8M 1118' 1/18" Q4s 1n6 Z 47 P3438 88caM 552 or Purw Glaze•FF° 6I 48 P3352 Set.Blk.,a5 mu..ifir x&r x 2'Lg. F.Lmm RutahcrPVC BASH STOP-SM PVC SCREEN CATCH-6013 PVC FIXED RARem- PVC SCRFR'I;I IPF' 6014 �Nz441p W e4 b1 -3881 Tarnimom Ltd.(NP 52 P-3813 SLbL Pro OF 63 Sash SEE FEET'2 GLASS 8148, 3/4• 1-", l/4' I 3i N• 582D1Sd Fix FE SHEET 2 81 1t 56 -m1 wratseat + ibHB' 1ne• 7!B'62 P3218 rew Frame, I um 1ne' i_ 83 13-3218 Frame.Vert. Alimetel um �yT�+ •,�0 !t q1 Q 84 13-3321 Screen Frame Key Ailarretel PltcrtN REIFIF.RBRJRS.R.-1488 REIPYR BTM RAIL-16W R[9.TOP RAIL-1497 PVC GLA2IN0 BEAD-8054 65 P3581 16Fme BGRam* nbmgfm ryy$4+1hi1n,`i, r4, P-335 reen Spl%155 DIB.,Set. Dam 87 1331 Isummo Akan 88 P3033 Sateen Soft,SS Fl.ScreenjudlW 4111/2015 70 TVI rely PVC T.P10611W LUCASA.TURNER,P.E. 71 H-10M Akan.Fixed Rall Keymmic 6 mir FL PE#51 1 72 63 tbrar,Fkted Rail mkm p 1239 JABARA AVE 73 1112 Reirda, rlerq,knpecx Keymmk NORTH PORT,FL 34288 74 9541 OB x 112',Pan Hoed,TEK Faaetwel 131-1.941-31-1874 1 6116" +n' LINE ITEMS NOT USED: �s BOM AND EXTRUSION$ S.7,11,15-17,21-22,29,31,39-38.41-43,48,49-M,Bb,57-61, L3� 69 7AT ,ns F SCREW SUPPORT-3113 IMPACT HOOK BAT 06118112 S-1577 y: .. CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM W63-T6 UNLESS OTHERWISE NOTED. ZXW= SHEET 12 40Fe B•MAX frM.) tr MAx O.C.(1YP_) WI SMiTBIS r MAX M7.) I ICO SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 10 UT I i S�NOlE2 1"00 PVC X MAO.C. V • .. AX O SINGLE HUNG ... •. . . . @ISTALLATMN IMPACT • • . . . iwcHCR(TYP.) ••• w• � � • • 1 1 tp N • •• •• /� a • • • • • -L�g pip, ••••e •• • ••••• m • s 4"CTYP.) • • t • • • 101!2' ,i Wz .. ... .... ...... m0 . o ...• .• , cc o • Iggg� ••w• 5 r TTYP.) �ITYPJ NOANCHORS REQUIRED INSLLI ""plainy • !��L_REWGy ANSd�RLAYOUT-l�� rA'fel '` $�••S• Sw; Ne 58201 abs NOTES. 39� STATE OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL �: t- * 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE t!4-.USE SHIUS WHERE SPACE GREATER THAN illi'IS PRESENT. LOAD BEARING SHIMS SHALL BE '"gByOT lk CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. X47-1- 411112015 MMlet 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET& 4✓142-16 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED W ITH 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 3 SMI 5 INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINimUM NORTH 2PORT,,FL 34298 A13ARA AVE. SPECIFIED IN TABLE 1,SHEET 8. PH.941-3811-1574 B.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR OONCRETMW OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD SLMS,IF USED,INTO SUBSTRATE INSTALLATIONS TO SOLID CONCRETE OR GRM+ILLED CMU MAY INCLUDE BUT 00 NOT REOUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE, INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER TO-CENTER SPACING SHALL 13E MAINTAINED BETWEEN ALL FASTENERS-3-FOR MASONRY,y FOR WOOD AND METAL sy: 8.WOOD OR MASONRY OPENINGS,SLICKS AND RUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 08/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLE1.SHEETS.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. a++ . •SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-812 B FMA/AAMA 100SN WINDOWS),FMAJMMA 2I0(FLANGE W WDOSA%FMAIWDMA (BOX WINDOWS),FMA/AAMANDMA MIM(TERIOR DOORS) SHEET 1:15 SOFB TYPCAL HEAD ANCHORAGE MR EMBEOM- T MIN.EDGE LIST. SEE TABLE 1 SUBSTRATE wmowmnffimffl 19M SW 44TH AVE. SEE TABLE 1 BY OTHERS SUBSTRATE BY OTHERS 1!4'40: E 7 SFR TABLE I OCALA,Fl-ORIDA 34474 RNWW.CWS.CO MR EMBEDMENT PERIMETER SEALANT SEE TAB 1 DGE DIST. IN INSTALLER E 11 8100 PVC INSIDE AND OUi SEALAITIEH�•• INSTALLATION ANCHOR SINGLE HUNG •• •SLANGE BY NW AAER 114'MAX SHIM SEE TABLE t IMPACT • • • s•ee•• PERIMETER SEA •e• •• • • W N 00 1pMTAIJ 1A N dW.HO• • •above* By INSTALLER * LANT 00 TABLE 1 e•••• •• • 0000 D • • • • • E BY INSTALLERsee* 0 N :0000: CONtINI DOUBLE 3J18'BEAD OF B HORIZONTAL SECTION 05 • • • •• TRETAGLAZe U18 SPALANT AROUND 6 TYPICAL JAMB ANCHORAGE Z W •••• PERIMETER AT ALL INDICATED PONT$ •. ••• • BETWEEN FRAME AND BUCK BY INSTALLER E ••• • • • •• g � TB • NL.MAXId GEBYN• • iefLLLL) • 5 e••• m Q PERWETER SEALANT BYSOVS AN� SE TA MENTi o .t.�e ea G�•,,'s SUBSTRATE BY OTHERS v' No Swl SjA 3 SEE TABLE 1 MIN.EDGE DIST. S�ETABLEI �: e � %j'I% STATE OF f40 OMAI.� 411112016 TACE 1:APPRANCH P LUCAS A TURNER,P.E. 8 ANCHORTYPE IgIN ElA FL PE A 98201 PERRETER SEALANT (20 X81 MOV.) SM("11W TAPCON 1-112' 1• INSTALLER NO1239 JABARA RTH PORT,FLAVVE 2' INSIDE AND OUT TE(2.IS KSI MIN.) 3118'ELOO ULTRAC�V 1' 1' C HDR=wAL SEGTpDN PH.841380.1574 B BOX FRAME INSTALLAMON aROUi FO LEO CMU(ASTM C-9D) 1B"ELCO UL7RAt)DIV 1-114' 2-112° HEAD AND$ILL SIMILAR FOR BO)(AVBTALlAT10N 3118' TA INSTALLATION DETAIL.$ 2X MW SSV PM 0.651 OR ELCO ULTRACON 1-wr 7A! FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2XMOV.SOUTHERN PINE(Q 0.96) #10 wow SCREW 1-3ie' 7B' UP TO AND INCLUDING A BO)W RAME APPLICATION IS ACCEPTABLE PROVIDED: RAWr 18 GAUGE(0.06W)AAM.SlIEEL STUD #1011SHILT!KWOC RDROR flY1I FlAlTHREAD BAT 06/18/12 (33 KSI YIELD M" TEKS SELF43FVUL G SCREW THEE)0.Q0' 7118' MIN.1!4'FB I ET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED � e v_ 1AR'ALUM.MW3-TS MOhL)OR 010 GRADE 6 LF TAPPONG! FUM'MREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B 118'!'TBEL{33 KSI MIN) DRUM SCREW 7F80J 0.125° 7118 PI�R�T ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SHEET 12 80F8 Florida Building Code Online Pagel of 3 I AN 0 Ronda Depe 'Cf acs Home I UM In ! User RGOWRUM Hoc Topin subs*Swdwrae stets&Fab VuhEnzt,)s f FBC Sra,, I BCTZ rn,?Mnp I Unto: Bus I eG , Produce Approval Pro essi r l :Pubec User Regulation AIDduct Aonroval Menu a >AmUcMn IM a AOp11cuttan Down Mimi FL# VC04/16015 Application Type Code Version Appilcation Status Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekossOcws.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 ekoss0cws.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 Slr►gle Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer IM Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urlch,PE 10 Validation Checklist-Hardcopy Received Certificate of Independence FL5823 R6 COI EvaiReD CWS-155C(SH-8100.lmoact).odf •• ••• • • • • • •• •• Refer jtaQdatd 4Vtea�jof Standard) Year • • • • • • • • • AAMA/WRMA/CSA/101/I.S.2 A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 • 0:0 •• 00: • • ASTM E1886-05 2005 • • • i i i i• • ••• • • ASTM E1996-02 2002 •• • • • • • • • i i i ASTM E1996-05 2005 •• • • • PA/TAS 201/202/203 1994 http://www.flvdbuil�lingbrg='prf�ir llrp dtl.aspx?pararn=wGEVXQwtDgvMdF6zR4iHL... 6/24/2015 • Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FSC Approval 04/25/2015 Date Approved 06/23/2015 Summary PL# Model,Number or Name Description 5823.1 j 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact) of Use Installetlon In�uotione Approved for use In HVHZ:Yes FL5623 R6 II CWS-1550(SH-810%ImIjAW.pdf 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,see Installation dwgs.for Max.size FL5823 R6 AE DuPont PAM NOA 13-0129 27.9df and DP.Outer Ito In I.G.must be safety glazed when used FL5823 R6 AE Eya(Iteo CWS-1550(SH-8100.Imoact),I_f above 30 ft.In HVHZ.Glass compiles UD ASTM E1300-04. FL5823 R6 AE ouanex(Mikron,)NOA 12--11117 02.adf Created by Independent Third Party:Yes 5823.2 SH-8100 Cont.Hd.&SIII SH-8100 Cont.Hd.&SIII(double Single Hung),Impact,74 1/8'x 63". Limits of Use Instsllatfon Instructions Approved for use In HVNZ:Yes FL5823 R6 II CWS-4408(SH-8100.IMP.74x63. Approved for use outside HVNZ3 Yes CONTHDSL).odf Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:N/A Created by Independent Third Party:Yes Other:Max.unit size 72-7/8'x 61-3/4".Outer lite in I.G. Evaluailmr Reports must be safety glazed when used above 30 fL In HVHZ. FL5823 R6 AE DuPont PVR NOA 13-0129 27.odf Glass complies to ASTM E1300-04. FL5823 R6 AE EvaiReo CWS-4408(SH78100.IMP.74x63. CONTHDSLI.ndf PUB23 R6 AE Ouanex fMikronl NOA 12-1017 02.odf Created by Independent Third Party:Yes 5823.3 SH-8100 Cont.Hd.&Sill SH-8100 Cont Hd.&SIII(double SIngle Hung),Impact,74 1/8"x 72'. Limits of use Installation Instructions Approved for use In HVHZ-.Yes ELS523 R6 II__CWS-4918 fSH-8100.IMP.74x72. Approved for use outside HVHZ1 Yes CONTHDSL).odf Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes Other:Large Missile,DP=+/-67.5 psf,Max.size 74-1/8' Evaluation Reports x 72".Outer lite in I.G.must be safety glazed when used FL5823 R6 AE DuPont PVR NOA 13-0129 27.odf above 30 fL in HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE EvalRep CWS-491B ISH-8100,IMP,74x72. FL5823 R6 AE Ouanex(MJkmn)NOA 12-1017 02.odf Created by Independent Third Party:Yes 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI sash. Limits of Use Installation Inatructions Approved for use In HVHZ:Yes 85823 R6 II CWS-295C(SH-8100.IMP.52x96).odf Approved for use outside HVHZr Yes Verified By:Lucas A.Turner 58201 •• 3mpac!ResistarrH les• •• Created by Independent Third Party:Yes Des'�gr' r4r Q,57.%/47.5 Evaluation Reports •. 011hia aznge MissileftP x 915"w/5 HI sash,+/-67.5 psf. B-5823 R6 AE DuPont PVB NOA 13-0129 27.edf • Out Iift jr I.&jNusCb*CsaWglazed when used above 30 FL5823 R6 AE DuPont SGP NOA 11-0624 02.odf • ft n .Glass complies to ASTM E1300-04. FL5823 R6 AE EvalRep CWS-295C fSH-8100.IMP. 52x96Lodf FL5823 R6 AE Ouanex(Mikrun)NOA 12-1017 02.ndf • •• •• 00* • ••• Created by Independent Third Party:Yes • • • •• • ••• • • •• • • • • • • • • • • • •• • • • • • • • •• • • • • • ® Next http://www.flcridgbuil�gvrg�prfc ' ►p dtl.aspx?param=wCrEVXQwtDgvMdF6zR4iHL... 6/24/2015 ' Florida Building Code Online Page 3 of 3 North Nemee SbEet.Taeaha� 32399 phare:880-487-1824 The Stapp of Florida is an AAMW employer.Comrrlaht 20D7-2013 State of Flerlae.:; Vader Florida law,small addresses are public records.If you do apt wartyarn•-mall address released In rem to a publicr000rds request,do net send electronic mall m this entity.Instead,cwt d the offira by phare•r by traditional rcoll.If you have any questions,please contact 850.487.1395.•Pursuant to Section 455.275(1),Florida Statutes,aRaetiNe October 1,2012,licensees licensed under Chapter 455,F.S.must lemw9e the Deparrm t with an small address It they have are.The emelt provided may be used far of Wal communlotim with the fters•a.Homawr mall addresses are public record.if you do not wish to supply a personal addreas,planes provide the Department with an mall address which can be made available to the public To deterrrhre Tym ars a licensee under Chapter 455,F.S.,phtam click DM. Product Approval Acceptsm go®IR® swim •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • 99 • • • •• • ••• • • •• • • • Or 0:0 http://www.flpiid4bu CHASbrg:pr/P_App dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHL... 6/24/2015 U1239 Jabara Ave. RNER R North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 1550 April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,53 I/8"x 76"unit size at up to+/-67.5 PSF,36"x 62"unit size at up to+67.5/-75 PSF,7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite Manufacturer: Custom Window Systems,Inc. 1900 SW 44d Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5s` 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-155C,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3668-1,-IA,-2,-2A,3669-1,-1A,-2,and-2A,by National Certified Testing Laboratories,Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 1994,ASTM E 1886, 1996 2002/2005,and AAMA A440 2005 4) Supplemental Calcs.to support CWS-155C,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-155C. Limitations of Use: This product: • May be used in O/X configuration in sizes,design pressures,and with max.glass DLO heights as shown in CWS-155C • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 R in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • 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 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 5u 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 fmancial interest in any other entity involved in the testing or approval process of this product.. lot J91lffN'rjf*#' DREIV • ••• •• ••• :*: ;*� 4/18/2015 sro: :j* .. 9• STATE �F ;'kr r Lucas A.Turner,P.E. •• �.,C, ;,Q yv,• FL PE#58201 %� �•'�'� ts �``,~ Lucas A. Tumer •i• i i i 0:0 i i � jfolios, N11,► 2015-04-18 • ••• 22:13-04:00 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: SHOWN w/DIFF@RENT OPTIONS} 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ( TO COMPLY WITH THE FLORIDA BUILDING CODE(FM.CURRENT 19609W 44TH AVE. • •• EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND • • • IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FT_ORIDA 34474 • • •••• • •• IN ASTM E 1996 PER THE FSC. WWW.CWS.CC • • `• • 2.GLAZING OPTIONS:(SEE SHEET 2) •••••• OVERALL FLANGE WIDTH O� f� •• ••• • • 37114' V1W PVC • — g§yCLQd1T WIDTH -- OVERALL RANGE WIDTH 3.CONFlGURATXNNS:'OAt'. MM SINGLE HUNG •• ••• •••• - �• 4t1H1,8° I 4.DESIGN PRESSURE RATING: IMPACT • • • • (4LA8S DLO _ -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND • ••• L _ •• • _•••••• _� I GLASS TABLES ASTM E-1360.04. MAX IAJR WIDTH • • -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.WATER n • ••• + •• • • - — 3J_13n IS' INFILTRATION TEST PRESSURE AND GLASS TABLES • INS I•• • •••• I GLASS DLO ASTM E-130044. ela SVgRALL I •••••• I A 6.ANCHORAGE:THE 33 ifJ%STRE8.4 INCREASE HAS NOT BEEN USED "GE ; • • �-- 1... _ _ INTHE DESIGN OFTHIS PRODUCT.SEE SHEET 6 FOR ANCHORYu•• •• •• •••••© - 7 DETAILS.WINDLOAD DURATION FACTOR C�1.6 WAS USEJ)FOR WQOD • •••i • •• ��GLASS 83 U4 `- -r ANCHOR CALCULATIONS. g vy OVERALL; I I ' O •i 00* 76 ••• ••• i o[D RANGE I I S.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY e o MM�. HE tIRT •• ! Q zi- LOOKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL N > HEIGI�r B B m-im OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE To W _.T MAX DLO HURRICANE WINDS AND FLYING OMIS. ° a I — IL I UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 0 0 B HEIGHT I I USED AT MED MEETWG RAIL AND JAMB. I I F 378n8' I e I B.SERIES I MODEL DESIGNATION SH-8100. o MAIL C 34• SASH V 6 G� B 9.THE DESIGNATION X AND 0 STAND FOA THE FOLLOWING: C1 m .0 C HEIGHT x a DLO MAXM v X-OPERABLE SASH.0-FD(ED SASH Z /l �f LHE j Fir I � 10.LOCATION. 6�ON CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR `A�0+ GE � ai C - t C 1- - ---i 11.EXTERNAL WEEP SLOT-1/4*x 1.114•LOCATED 4°FROM BOTH ENDS. i' me 4 S:^�It LLLGNt: * LArx C A A 12 SWEEP LOCKS INSTALLED ON WINDOWS OVER 36'x 62". :.01 pi OJ r4 •.y STATE. OF 9ffi�� 4898' ---.1 i..._ rO�l..? r�.a,t' GLASS DLO GLASS DLO Ry.t a R 10. \;r 81Q✓1- Lucas A.Tumer 'app DMAU :`� MAX SASH WIDTH _ MAX SASH WIDTH 2019 gfffum 12:43-04:0041912015 x� LUCAS A.TURNER,P.E. FL PE#58201 1219 JABARA AVE. NORTH PONT,FL 34286 PH.941-380-1574 DESIGN PRESSURE GENERAL NOTES AND LOCATION MAX.UNIT SIZE RATING IMPACT RATING ELEVATIONS TABLE OF CONTENTS NON- GENERAL NOTES&ELEVATIONS.-1 GLAZING DETAILS. ..........................2 X �-G7.S P ADE 08/1Q(OS SECTION VIIEWS&ALT.FRAME.. ........3 NON-NON- + LARGE MISSILE IMPACT cws 155 C EXTRUSIONS&B.O.M__ _.................4 ANCHOR SCHEDULE&NOTES..........5 X�2 +s7J/'7 5HEET INSTALLATION . DETAI.S,._.......__......6 1:1 1 OF 8 9=10Z L:1 133HS an HSVSU3XL! J BB SMO a3dA1SSV70 83dUAL Voma im -A9 NMVHq SIIVJ 30 ONRVIJ o a u 4LSL'�-146'Hd SOM Id'IUOd HIMON z - 3AV89?y s# dP 642E 3118 Wfi m.Fit 3119 8SV7J.7dt t L0 #3d id � 3'd'k13N4lnl ro mni asm X3'1dOts a0.H.3ZV'p 103mnd l am MUMS HO.F6 UV10103iand L Iv3mui As'1Y3mna— 1V3SfIii1.A91V38Vtlf10 .4 C�•»••��83�i,' 1NOdfl0d8a3xV1a A8D' — • ,. {Y O 1NOdI10 A8 tl3AVltl3lAH 9Ad Aso do a.LV.La it 3A C31va"Jut a �, ° serle�a3lVwwVl.SltS ssvlo a3lvnawa I.errs-- $��}a�, 4Q�.'95 MV `�^� 3�ldSt3V.4LIG�--- 3JVd9aIV.@I/L i r Swo cm% nSNI TWUMO JV4 SWO 031YVM T SAO JVZ-- -� pT tbQ WI O3Qd BWI HM V 3dA.L SSVIG V 3dA1 SSVlO a g • .• .... ... .. y •00 0 :090 • X19 ssvw 24 am ssm 1 ••• •• a94 X3LaVAIS a0 3ZV10193-JWM Z94 X3l.NXIS tl0 d1.R"M l03dafid I •••• • •• ••• • 13VdM Itl38naLA9Itl39tlar, • • • • • swnH moNis Q3IY3naVV"t .. .. ... :. 4 031V3NNV.0/L • - - 1NOdnO A9 tl3AV1tl31As 9Ad AHD ...•.• • OAd QOM LNodrIO A9 a3AVZt131N1 end a. • 031V3NNY�F/I If •••••• ••• .• 031V3Nb1V.�rt-- -1 .. • • ss m031VN1rm SNS SSVR7031VNIWV}.SNS �+-7 • • • •••••• 00'SMO'MNNM1 •• • •••• • • 7494E VOIWOId b1V00 30VdSM.3tu-— .� 30Vd9tlro.HL/1- •.-_--+j . • �'�%I�,yµn�j!3/SfntjtV/{JJ4H�1W MSOOHt •• • 037V3rM,H/L 0Tmr: V.wL- -- S9V10031V7(19NITMlBA0.91L�� —�-i sSV1D031V1fffiNITIVa3n0.HfG---+ -moi INTERK)R WINDOW SYSTEM • •• 16 3 1500 SW 44TH AVE. • • • OCALA,FLORIDA 34474 • • 0000 • 0000 0000 0000• • • • www'CwS.Cc 0000•••• • SINGLEHUNG .. ... .0000• 0000 k-o � IMPACT .0*0 0 21 • ... • SECTION VIEW B-B •. ••• •0000• • • NOTE:LEFT SIDE SHOWS FDIED SECTION VIEW, C! • 0000•• •0000• RIGHT SIDE SHOWS SASH SECTION VIEW, (y7f *0000* 0000 0 •so 0 " 6 4 7r.% INTERIOR p pp 3 5 � o — � vma0 48 79 ��•% IDRE�4yON $�r No 58201 f�A$ s 13 SAY BTATP DOR d cu O 12=1 LUCAS A.TURNER,P.E. FLPE#51 01 2 -- 1295 JABARA AVE NORTH PORT,FL 34288 4t PH.841-380-1574 SECTION VIEW C-C SECTION VIEW A A ALTERNATE FIN FRAME SWEEP LOCI(REQUIRED SECTION VIEWS NO SWEEP LOCKS ALLOWED FOR SUES OVER 38'z W. D FOR UNITS 36'x 82`AND UNDER. ADE 01/10/08 zwu-#—. FEW ITEMS NOT SHOWN FOR CLARITY: CWS-156 C 22,27-28,33-37,43-45 some SHEET 12 30F6 FARM L6T RRAME CORNER MTAI PARTS IDEEFOWN MATSM VENIM CONUMOTM 1 ratite Head,Flle PVC MOCRON � 2 H-8031 Frame sill,1- Qow 8Y8T m 11Bi16' 3 1 H-OD31&Frmo demb.Flp, Pvc 23M6—-+ 1900 SW 44TH AVE 4 1-1838 Meet.Si Hu71MIM KEYMARK 2 1 T- OGMA,FLORIDA 344'i'4 •• l CU" • • • Pvc MKRON 3 I g a% WWW-CWS'co • 81 FPS Sash TP MK 21x16' 17 aAL Y Sash Bottom ReII • PVC MIKRON .tne' ,nomCORNEA WELD 8100 PVC 9 mea fa s ALUMINUM KEYMARC SINGLE HUNG t tits Rall •• •• 1 —1 afar ALLmdWUM KEYMARKPVC FRAME FLANGE-80.87PYC BASH BTAI.RAIL�2B PVC 80.#1 tOP RAIL-8027 IAAPACT PVC•+S S Lode SULLMAN w 14 P-3541 MgH,Head, �••• STEEL F TENAL i• iS P-46= Sw69p Lack ZNc U LLAIAN 3118° �I ayg d p �O • 16 P-4833 Faetenm 3 FA67ENAL w La No*Y cackle Belau*•••• STEEL CALDWELL ��g •i 18 Protea Laze'W of SI HENKEUSKA i t Site• - a 11 19 Bash FTE • • • SS RDBVAL I L 1 ! 4 �sWEDTo ERRmEETm wrrH o azzD •i Z4► Fbcetl B�►IRET2 wi RDOtlAL 3 16 vte' 1 B/6 21 Ar 1n6• OUTEiFRImiE w Z O 21 P3429 x 0.187 bade FM89W ULTRAFAS 22 P-4 x 21/2 PH Rise,Type A,TEK —TT—EEL FAS 1 23 A/0 x 1 t/2'Panheed SMS STEEL FAS L x18' 24 Fiat Weaher STEEL FRTENAL 28 58014 Std88tt C1dch VC M9QiON F 1 PVC BASH SB>ERAIL-600 L FOfED RAIL-t698 26 3 uppotl MOOtON - 27 P 1 1 x 1 V4°Ph Fh 7E ZINC P TENAL �C FRAME FB as o 28 P-3748 05 x 0.82b•QuM Fh TEK W M. am FASTENALU m 4 g 29 P-3763 .Lack SYEEL INTERLOCK 30 P , L �yitnrgy 31 P 4264 B6 x 4 FH PH W#S Head,TE ht STEEL NAL 15h6'r IPP_ 1 1RP 32 1 P-3216 Screen Frame ALU10INUM ALLMETAL 33 P-33Z1 Sarean Ccmre Key PLAOW M&M 7Ai i �..® 16/16. 8 S SB201 Lp 34 P-3228 Sort Spline RUBBER DAPA —.1ne• Imo'• x16' 35 P�1 Screen Cloth VINYL WE" —U,6• _ a-0- 38 1`3033 pArg1 STEEL HURLEY PVC PVCFOQ•DRItLLCOVE3i-8083 PVCBCREEdSUPPORT-8014 1�p STATE OF 37 P-21MM Screen Pull Tab L HURLEY PVC sA�1 STOP saga "=y s� !,•�+• 38 1`3362 861. 1/8'z 6/8'x 2' RUBBER F NK LCWE 1+i��4NAp,�i! 39 P-37611 Ire x&B Phll Pan nc FASTE ty rnrO4pfi 40 1`4479 WaepaO PLASTIC M 41 P3113 BMW suppolt RUBBER TEAM 3/4•—r 31a• 6I8'- 1/4• 42 P-6mm PVC M 3it6• i I e ,. 1 43 P3069 P M$M 1Td16' v1b' 1• �C7J ne^ LUCAS A.TURNER,P.E. 44 1`3288 Take STEEL SUMMIT L tni• FU PE9882o1 46 P-9942 SOJCCNE E tne' — -L--D 1239 JASARA AVE. 46 1`3752 Hde PWg PLAST07 M&M REWF.S.B.RJS.&R.-1499 REINF.BTM RAL-,BW REINF.TOP RAO.-i W PVC CNG BEAD-8084 NORTH PORT,FL 34288 47 H41048 Frame Head,FOV SI a PVC MBCRON PH.941-3W1574 48 1`.4959 Wal 0.420 z 0.1 bade ULTRAFAB SHEET 12— BOM AND EXTRUSIONS 3i19'T —3•— ---1 WN - r-1ADE 08/10/08 1 SCREW SuPPORT013 CW&155 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET 12 40F6 Ir MAX O.C.(TYR) .. i rEM�(fll'�J 4'MAX(rYP.)- r •+ -...B"MAX O.C.(TO.) A /� r MAX OV.) •• `- . 1900 SW 44TH AVE. e.mm rr*'l 11 • .. 1 V MAX(TYP.)- I I 00"M-ORIDAS"74 • • ••j• • •• # a•MAX(rYP.) �8•MAX O.C.(TW.) WWW.CWS.CC •• ••• —— ANCHOR AT MILAN(TYP.) i _ • • B"MAX M.) --ham; 4'MAX(M.)- e�ann Ir •• ••• ••••f• i • i T VMAX(TYR)� - 8100 PVC • • 6:0640 -- SINGLE HUNG IMAX as O .. ... MAX O • • 9. {7YP.y IMPACT • •e• (TYP.y se •••••• •••• t •• i•• .01. I 1MOA1XO C, — O r O.C. O a � 4° • • V(TV. L s•�•e• r xg y •• ••• ••fie •••e•• urt�Ana W a 60 • a•(rYP.) • x e • • • XihMa X • `u` ANCHOR LAYOUT-(fl.AIVCiE) ANCHCR LAYOUT-IF1lNS ANCHOR LAYOUT-tR.MKiES A�IOR_LAYOUT-LFlM � g�g RSB'x� B�BOVER38 x67' 81Z�3�xN2'ANDIANDER l<5698°xeT'ANDLAIDER � ic' � w - i V m ¢ VN2REW Ni• �oBN gti�''Py'�ti _." N• $8201 NOTES: y9O BTATR OR _ 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. y' ..-a MO. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHINS.MAX ALLOWABLE SHIM STACK TO BE 114•. USE SHIMS WHERE SPACE GREATER THAN 1/1 F IS PRESENT. LOAD BEARING SHIMS SHALL BE ro"l ►�� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. K 9.ANCHOR TYPE.SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINOS,SEE TABLE 1,SHEET a. 419=1 519 4.ALL INSTALLATION ANGIO 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#513201 1239 JABARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHOR',SHALL.NOT BE USED IN SUEISTR4TES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8 PH.941-380-1574 8 ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUOIDO.FOR CONCRETE/CMU OPENINGS.EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL DRAWN BY 8.WOOD OR MASONRY OPENINGS,BUCKS AND SUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECON AND INSTALLED TO TRANSFER WIND LOADS 70114E STRUCTURE. ADE 08110/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS MOWN IN TABLET,SHEET s. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. o 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THEC CURRENT VERSION OF THE REFERENCE DOUMENTS: CWS 1 b5 C FMAIAAMA 1OO(FNN WINDOWS),FMA/AAMA 200(FLANGE WINDOWB),FMAM OMA 2I0(BOX WINDOWS),FkWAAMAhYWNA 900(EXTBRIO R DOORS) SHEET 125 SOFS MN. MENT �' TYPICAL HEAD ANCHORAGE SEE TABLE ABLE 1BY ORS I � t—SUBSTRATE �(y I/C MAXHIM �+ SEE TAAB MN.EDt1E DIST. TABLE THE MN.EDGE DIST. - SUSSTAATE wD=w 8Y511�18 ---�-- -'{ • •• SEE TABLE/ SEE TABLE 1 I UhE�I OCAI A.FLORIDA 34474 • • • • • i 114 MAXSHM �•• I WW4U.CXM1tS.CC • �BSTRATE BtrQ►RS --r •• • 49F TABLE iMR EMBEDMENT�* _• • MN.EDGE DIST. •• •$P Sr•4LANT's—"' • WE TABLE 11 Seri TABLE 1 } f"w PvC NsrALLER • • 1 SINGLE HUNG • INSEE AND. i '— SEE 7ABLETION ANCHOR- - IY LG •• •�T BEHNDp•• SEE TABLE t EMBEDMENT I MIR IMPACT MIRBY ty31'ALiER• s • 1!4•MAX SHIM • • • tT1t � Y) • • • •• •• I --PERBAETER SEALANT •• ••• PERIMETER SEALANTAND BY N$t ND �t • • • •••••• BY INSTALLER INSIDE OUT O • INSIDE AND OUT —-"INSTALLATION ANCHOR •• WA"TION ANI ••••• •• SEALANT BEHIND SEE TABLE i < • SEE TABLE 1RANGE BY INSTALLER 96** • •• SEALANT BEHIND • • • FN BY INSTALLER B HORIZONTALBECiKk1 C HOR120NTAL ON •• ••• •••••• • 8 TYPICAL JAMB ANOTYPICAL FIN ANCHORAGE y •••• HEAD AND SILL SIMILAR FOR FN INSTALLATION IL -1t4-MAX SHIM $ SEALANT BEHIND $3' nANGE BY INSTALLER # L U m Q PERIMETER SEALANT MIN.EMS I INSIDE AND OUT BY INSTALLER SEE TABLE ;r SUBSTRATE BY OTHERS , SEE TABLE 1 MIN.EDGE DIST. yr '*S SEE TABLE 1 S•p; A NTM1CALSEOTION a9� STATE OF 440 6 TYPICAL SILLANCHORAGE � ?rte. r�•yg+��ti n�@�y► TABLE 1:APPROVED INSTALLATION FASTORM FRAME Tn' DMT, LUCAS A TURNER,P.E. CONCRETE(20 KSI MIN.) 3H8'IIW TAPCON 1-1/2 1-U8" FL PE 058201 BY PERIMETER S AST 1239 JABARA AVE. NORTH PORT,FL 34288 FLAKE OVOWM(285 KSI MIN.) 3116'ELOO ULTRACC IN i• 1- SDE AND OUT' PH.941-380-1574 D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/1S•ELOD ULTRACON 1-1/4' 2-V2° g 'gam F VWE P d FA� I C W WIEET DESCRWIM: FLANGE 2X MIN.SOUTHERN PM(0=0.55) 2f1i' 1318' 7/B' HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO IILTRACON INSTALLATION DETAILS FLANGE 2X MIN.SCXJTHERI PINE(0.0.5q #10 WOOD SCREW 1918' 7AT FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE FLANGE 16 GAUGE((.080')MIN.STEEL STUD Oio-18 Hun KWIK-FLEXOR IIW FULLT1 EAD 7/18' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ' (83 KSI YIELD MIN) 7EK&SELF-DRILLING SCREW THRU 0.080' ADE 08/10= (8063-T5 MOV.)OR Oto GRADE 6>3£LF TRPPWC3/ PULLTHREAD -MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED r W FLANGE 1/8'ALUM. 7Pi6• INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 1/8'STEEL(83 KSI MAV.) DRILLING SCREW THRU 0.125' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-155 C FIN 2X MIN.SOUTHERN PAVE(13.0.557 48 WOOb SCREW 1.1/2 7/18' SHOWN FOR FLANGE WINDOWS. SHEET 12 OOFS Florida Building Code Online Page 1 of 2 "4!�6V f D DE d BGS Homo , lea M user RealstMW HatToft ! SubmR s rftrW Stats a Facts F-AMOWTO I FSCROT I 8CS stir M0 Lane 5"U1 Busines & Profess! nal Prodoc I rovol useIL Regulation Pretluct Amra.al MOD">Prpjuct or AQ61WIgn Search>Appljcaggn>Applkaaon Deng ,- -� .. •�,.__—_ FL# 9520-R5 Application Type Revision Code Version 2014 Application Status preyed Comments Ardtived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss4cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Wind Subcategory Mullions 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 Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc Quality Assurance Contract Expiration Date 04/1012016 Validated By Steven M.Urlch,PE F6 Validation Checklist-Hardcopy Received Certificate of Independence FL9520 RS CO) EvalReo CWS-836A(3 In Mull IMA)odf RefrenCed STLIVCaro 1'gar7ofltdard) Standard darer • • •• • • • • ••• • • • • • • • • • • AAMA 450-06 2006 .• ••• •• • • • •• ASTM E1886-OS 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 464faler&oftPraduat Standar&, •• Certleed W • • • • • • • http:!/www.floridabuildigqg.gy gtpilpr:m4.atataspx?param=wGEVXQwtDgvlHvmuJRWcZ... 6/25/2015 Florida Building Code Online Page 2 of 2 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 05106/2015 Date Approved 06/23/2015 Gummary of Products FL# Model,Number or Name Description 9520.1 3"Alum.Tube Mullion 3'Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Innstallatlon Instructions Approved for use In HVHZ:Yes FL9520 RS II CWS-836A(3 In Mull,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:WA Evaluation Reports Other:Large Missile Impact;See Installation Instructions FL9S20 R5 AE EvalReq CWS-836A(3 in Mull.IMP).odf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 952Q.2 4°Alum,Tube Mullion 4e Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limlffi of use Installation Instructions Approved for use In HVHZe Yes FL9520 R5 II CWS-837A(4 in Mull.IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact it"Istant-Yes Create!by Independent Third Party:Yes Design pressure:M/A Evaluation Reports Othen Large Missile Impact; See Installation Instructions FL9520 RS AE1valReo CWS-837A(4 In Mull.IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of use. 9520.3 5 1/2°Alum.Tube Mullion 5 1/2'Alum.Tube Mullion,Horizontal&Vertical,Fin& Flange applications.(IMPACT) Limns of Use Innt'adlition Instructions Approved for we In HVHZ-Yes FL9520 R5 II CWS-838A(5.5 In Mull,IMP).Wf Approved for use outside HVHZ:Yes Verified By: Lucas A.Tumer 58201 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressures WA Evaluation Reports Other,Large Missile Impact;See Installation Instructions FL9520 R5 AE EvalReo CWS-838A(5.5 In Mull.IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party.Yes Conditions of Use. Bed Contact Us n 1940 North Monroe Street.Tallahassee FL 3Z399Phanei RSDA87-1924 The state of Florida Is an ANEW employer.Ceevrhnht 2007.2013.Slate of Florida.:: ::Ralmd Statement Under Florida low,small addresses are public records.V you do not want your e-mail addr•se released In response to a public-records request,do not send electronic mall to this er@Ry.Instead,contact the office by phone or by ereditional mall.H you have any questWeg,pleose conned 1150.487.1395.*Pursuant to section 455.275(1),Fla m nehdes,ettetthre October 1,2022,licensees licensed under Chapter 455,F.S.roust provide the Department with an small address U they have ane.The emafia provided may be used for ofih9al comnaml®tlon with the ft- i e0.However erne addrhemes are public record.V you do not wish to surly a personal address,please provide the Department with an email address which can be malt ovaaable to the public.To determine r you are a Ilcansas under Chapter 455,F.s.,plasm cU&WS. Pro&uct Approval Aooeptst W1 WX FW-4A E •• ••• • • • • • •• • • • • • • • • • al'(IIRh"SII IItN'c • •• • • • • ••• •- • • • • • • • - •• ••• •• • • • •• • ••• •• ••• • - • • • •• • ••• • - •• • • • • • • • • • - • •• • • • • • • - http://www.floridab> ld*tQg.ta�glp?'(pr:apj-at;aspx?param=wGEVXQwtDgvIHvmuJRWCZ... 6/25/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 837A April 27,2015 Product Description: PVC 4"Mullion H-1759 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 61 G20-3.005 (4). This product complies with the requirements of the 5h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-837A,signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3833-1B,-1C,-4,4A,-5,-SA,-6,and-6A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E 1996-04/06/09,and AAMA 450-06 4) Supplemental Calcs.to support CWS-837A,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-837A. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-837A,using clips as shown in CWS-837A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System,Inc.windows,please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. • Requires 6063-T6 aluminum mullion and clip extrusions. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a f nancial 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. •• ••• • • • • • •• «yg1iL/t�t. -21 Jr No 58201 ... •• ••• .'* # ;* 4/27/2015 • • • • ••• • • a•p. ■�� .•. • S-0-: $TATE OF ;'4r� Lucas A.Turner,P.E. •• ' ' ' '64 FL PE#58201 •;• : : : •:' : : I**'�' i ;�;;;yi+`.4 Lucas A. Turner 2015-04-27 • 21:01-04:00 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . OEN�RAL NOTES: 4" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SHOWN WIDIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH wDodwommm D ACCT USE AS DEFIIRICANE ZONE ASTM AND D IS RATED PER THE R WIND ZONE 4 MISSILE LEVET. 1��AVE. W W W.CWS.CC 2 CONFIGURATIONS(SEE SHEETS 2-3);VERTICAL OR HORIZONTAL • 3.SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. No PVC • • 0000• I ••• : — (REFER TO SHEETS 2-3) ••• •• MULLBAR • • 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT 0:040•• • • � • DESIGN OF THIS PRODUCT.BEE SHEETS 8-10 FOR ANCHOR DETAILS.WP6ROAD 0 000O DURATION FACTOR Q61.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. N • ••• •• •••. 0000 • • &PRODUCT APPROVED FOR IMPACT RESISTANCE. USE OF SHUTTER IS NOT REQUIRED. a Q • • • ————••••• &DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER p •• •• •• DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. •000AN04CF CUs' ANCHOR CUP • • • • C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT •••••• I APPLY ONLY TO THE MLILLI3V.WINDOWS MUST 13.APPROVED UNDER SEPARATE • • • ••••j!• B O O APPROVAL Z • o 000000 •••• •••••• g &RESPONSIBLITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY t T • • APPLICABLE LOCA_LAWS,BUILDING CODES,ORDINALS OR OTHER SAFTEY N •••• • •• } • I oe REOUIINGOWNERROR FLTHE ARCHITECT,ENGINEER RECD, 004*09 0 TO BE ARE NOT LIM ITED TO THOSE SHOWN INTHIS •••••• S.D AWING.ISINGLE UNITS TODBE MULLED TOGETHER MUST BE MANUFACTURED BY { X X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR p EXTRUDED ALUMINUM. 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE omni UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS •+N•11DREiymw• SHOWN HERE IN. �� 0 10 s 8 C 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. .T��TQ.0 EN$4P G � EXAMPLE HORL7J.VERT.MULLION VERTICAL MILLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. N• awl FOR SECTION VIEW ONLY # ANCHORits CLIP �SS. BTATE OF 1T��il� -- -- Lucas A. 'y 'L'�to�.ri`�.� 2015-04-27 •,,yam Tumer MRRIO �rp,�,,• (� I 21:01-04:00 ,zZ- 427/2015 LUCAS A.TURNER,P.E. FL PE 9 5=1 1239.IABARA AVE NORTH PORT,FL 34288 X X PH.941.3¢1574 SHMDESOWTM TABLE OF CONTENTS 4 4 GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS..........._..1 WAWN BY; : DPCHARTS__.....................__..................2-3 P ADE 09/27/012 I=&EXTRUSIONS..._......._......._»...........4 EXTRUSIONS....._....................____..............5 EJfAMPLE dERT�AL MULLION FORomt: .. SECTION VIEWS,........_................._..........8-7 PVC WINDOWS FOR SECTIONVIEWS ONLY CWS 837 A CONFIGURATIONS&ANCHOR NOTES......6 94STALLATION DETAILS........................8-10 SHEET 125 1 OF 10 EpsliYad• ur aaleweer,r�manry erorota Pares rote ar7 eroao�e OPINING l (Ot. 34 45_0. 51 B7 w w 76318 61 97 83 107 3f8 114 770 128 182 139 144319 I TwN 49914 1&0.0 /ffi.0 120,0 7�.0 120.0 120.0 121. 120,0 120.0 125 1�A 170.0 1 12DA 129.0 120.0 1200 120. I - TWIN WINDOW$1'STEMS 831!9 120.0 120.0 120.0 120.0 120.0 118.9 16.1 112.3 110.3 1 8 1 1038 1W. 1069 108,8 µw",ru ST 120.0 .-0 t2a070-0 -1-17-97-M-7 -101-L6. . t 90.8 90.3 90.3 94.3 84.3 750 I T ipGAAtA R.ORI 34474 88 120,0 118.8 110.3 1029 97.1 e12t Boos 814 t>a9 78,9 -77-r- 77.4 772 70.0 700 O w 12D.0 121.0 108.9 100, 93.1 B7S 82 W. 792 711.2 738 71.6 69.3 1 87.2 88.9 w.3 98.3 i tl WWWAWS.CC 72 120 1+2.1 101A 93.1 BBS 81.1XS 73.1 70-1 .6 65.5 93.2 .B 60.0 181.6 69.2 78 1 B 0105.2 Sao 87.1 IU'7 71.1 87.8 825 BOA 1 IWO 66.6 54.7 64.0 I � • 0 .0 0 D .0 70.0 .0 B9S 83.3 w.6 Sal 58. 69.7 52.2 �.1 4"PVC ... 0.4 700 Tao o ties ez 1193 We 64.2 511.5 4& 47.3 _dj L MULL BAR .0 700 87.3 628 368 63.2 3511 48.9 46 43.2 _.. I I+RIULLL91(tTH +{ ••• • Im w.0. eat 5.4 1506 Bal Sat 47.9 43.B I �- I� •a IMPACT • as M0 8 M6 664 Sal 40.9 1 47.4 1 463 430 1 41.8 _ _-- TRPLE - •• OP CHART IS FOR: Trou w ••• INTERSBOWWIMPACT 4.ARI LWW 1759,HORIZONTAL OR VERTICAL,USING(PER END): I HOPRONM 1522 CUPS 000000 I •• •9(4)#10 S(;IiEM INTO WOOD or METAL I ••• •.(4)3/19'Ili*iTAP$ONS or Elm NS INTO SOLID CONCRETE W WOOD -(4) 1/4'QCO JL:MCON*IM13�or GROUT FILLED BLOCK -_-_- m • --•--_.!._o ---__-_ ----------------------------------- 0 ----- 0• .for waa'A=n Nt r 01eua.a or a wmlim Par ---neem-- orfmw=rams I L 1 �j OPENWO SIM 10 00 *0: 45 fflgMIC. 09.0 93 69 75M 81 97 83 w 107 378 114 121 126 132 138 14S 318 I �M� T-F-7 4ULL I EaNGTH�{ ..w • 483x4 120.0 1�.0 f20.0 170.0 5500 120.0 +71.0 120.0 120.0 1 120.0 120.5 12x0 120.0 1 0 TRANKNOVERtTaw 0 33 Us 120.0 t + 120. 110.0 120.0 120.0 1M.0 1250 120, 120,0 1200 PDA 125.0 1 1 +20.0 I VERTIML MU.L= TWWTMPLIE •• 099 1 120.0 1M.0 1200 126.0 20.0 120.0 120. 120.0 120.0 0 120-0 -1-10- 120.0 70.0 I eloR ratMsi t 120. 1 .0 120.0 12 U9.0 120.0 120 117.5 1165 2 1149 70. 70.1250 120.0 1200 1200 1170 113. 108.6 108.3 , t70.0 0 75072 120.0 MILO 1250 1230 9 lase 100.3 W.6 9TS 94, 70.0 7Q.0 700 70.0 70.0 I txe�al C 0 1 12x0 121LO 120 1126 1059 1010 987 934 esA 7oA 0 750 A rLE So 70.0 700 70.0 70. 70.0 70.0 70.0 0 7a.0 700 70.0 A 70.0 70 • 3 d QL 84 70.11700 7Q.0 70.0 0 70. Tall 70.0 70.0 i w 70.0 70.0 70.70.00 70.0 760 M. 70.0B7.3 T j 92 70.0 70 0 70. 700 70.0 750 Tao 70.0 Tao Tao 152 -. _ All WOE*w 70. 7QA 70.0 70.0 0 Tao 70.0 Tao w.0 85.3 SZ2 w.5 DP CHART IS FOR: MULLLENQfH �I .�Gpg Py``-'CflAI�� y � OFENINa S12E� j +, t i �.• Na NON-INTERSECTED IMPACT 4DO "MULLION 1759,HORNTAL OR VERTICAL,USING(PER END): T1> ov9B, ami I VERTIC&muu m1 a* * _* 1767 CUPS -(5)810 SCREWS INTO WOOD or METAL STATH OR -(B X1/4'ELCO ULTRACOS'rrW S or ELCO NS INTOHOLLOWa GROUT FILLEINTO SOLID D BLOCK RErE IX WORD I �Jy Oma:.6 ---R------------------------ `------- -----_IFti•. OR1O' lar v c u0. ea issat•aea7 pr I ,�ys�ONA�- 455, rtrmtt OPENWI Sm OIL) 3945 51 1 67 w so7B 318 B1 9T I as no 107 3U8 115 120 126 132 139 1 las 918 z2 I 493M 120.0 129.0 12].0 2D.0 120.0 +20.0 1260 12D.0t2D.0 1250 12D.o 1 0 1200 120.0 1250 120.0 120.0 120.0 I � 41271=15 53 IM 1210 120.0 120.0 120.0 two 1 . 121.0 1200 ,0 12aa 120.0 12x0 120.0 O 178.0 1 121.0 125.0 I T-•,.6.ND SIMI- LUCAS A.TURNER,P.E. 57 120.0 120.0 1210 120.0 120. 10.0 129.0 12D.0 12MO 120.0 .0 12D o 120, 120.0 120.0 20.0 121.o 0 I FL PE$�1 63 .0 1200 1250 1 .0 120.0 120.0 1 IWO /250 0 12D.0 12xO 120.0 170.0 Tao 0 70.0 I 12FL PE#5a201 w IMA 1211.0 120.0 .0 120.0 120.0 .0 125.0 120.0 23.0 120.0 120.0 120.0 119.7 71X0 Tao - 0 750 NORTH PORT, AVE. 9 72 MA +20.0 0 120.0 +250 1211.0 120.0 1200 5 120.0 1167 1119 70.0 .0 Tao 70.5 I PFI,941-3808.34 79 120.0 a 120.0 120.0 1 170.0 170.0 1 1167 111.9 .8 109. 70.0 .0 70.0 70.0 w 70.0 70.0 A 70.0 70.0 0 Tao 70.0 70.0 Tao 70.0 mo 70.0 70.0 _ B47110 A Tao 70.0 0 Tao Tao 0 70.0 .0 Tao 700 I DP CHARTS w 7aa 70.0 To.o Tao 7005 D Tao Ta.o 0 Tao 70. 70.0 7oA � _ I NOTES: NON-INTERSECTED 92 70.0 70.0 70.079.9 1 700 1 79. 1 711.9 1 750 1 70.0 I&D Tao 1 872 - - -_- 11.THE MULL BAR IN FOCUS FOR ANY GIVEN MULLS 98 MO 70.0 70.0 70.0 70.0 tB1.0 852 FB - - I2 AN CONFIGURATION DATE: L.BA MULR HAS OTHER MULL DP CHART IS FOR: I SAM ATTACHED TO IT(SHOWN IN DASHES) ADE 0BP271012 NON-INTERSECTED IMPACT 4'MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): THROUGH THE USE OF MULL BAR CUPS.AN 1797 CUPS I INTERSECTED MULL BAR WILL ALWAYS BE (9)812 SCREWS INTO WOOD or METAL I ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-837 A (9)1/4'ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I3.NON-INTERSEMD MULL BARS CAN BE ATTACHED SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 2 OF 10 .for kw"Pv 4' x uanp (41 siaame iwma "amhme per WrA eMd VmAmn 5wmtffb6bwWM1crfWWmmr4rWtfflcrmftM OPE70N0 942E n I // 7//j(�a{�i/111NLf1 39 1 45 81 1 57 63 69 75= 87 asBa 110 9/8FS&984c8--1W-- 0 128 132 138 1 ani lfAvtUlil/ll�� 37 120.0 1240 120.0 124.0 120.0 120.0 12LO 120.0 1 D 1W.0 11&3 10&85 B&9 8&2 820 I WINDDYYBYBTI 42 314 120.0 0 1210 120.0 114.0 120.a .D 12DM 114.9 107.4 1 01.877.9 0. 70,5 1900 SW 44TH AVE. 48314 0 1.0 120.0 120.0 120.0 1 .0 112.8 1059 09.1 86.0 79. 8 70.4 87.4 84.8 BtA I OCALA FLORIDA 34474 5a n1 WIL 1 0 0 120.0 1 O 111.1 1027 90.9 O 809 8 .1 84.2 818 58.0 8&2 I W W W.CWS.CC 51 120.0 124fl 720.0 120.0 11.2 1028 8&1 79.7 7a.3 87.93 d 87.0 60.7 5Z163 120 120.0 11&8 0&1 99.9 91.8 85.0 .7 49 70.b 899 80.4O 512 o t�.0 108. 9a9 90.9 Tao 792 67- 90- dt.s Mali .5 ! 4"PVC tf21 •101.4 0 arm 8 79.1 8& 80.8 80.8 67.6 54.2 _ - _--- ••• 0 0 i 10&2 e0.7 7. w.a RIFF51-471 57.a 7 a9.6 I MULL BAR • DP CHART lbrF &@ 0 • • I IMPACT 0•es MERSECTED IMPACT 4•MUI JOW 1756.HORIZONTAL OR VERTICAL,USING(PER END): I • T522CUPS 0 000000•0 ••• `-- 1II _n -(4)#10 SCREWS INTO OO AL VE_cALMw_O_N • ••(4)3118°R! WOS INTO SOUD CONCRETE or WOOD •• (4) 114�Q; 261QLLOWOrGROUT-FILLED BLOCK 0 - ------------ aoi x t a�us1090t -ea-rav-em-�-------------------- •• paSea nmo iOa�La. • •• ORE7mIG 1a I � w •0• •i 46 w 0 76118 w 87 93 99 110 114 120 1� 182 139 1 918 I Z • 37 1211.0 120.0 120.0• 120.0 20.0 12x.0 120 120.0 1204 120.0 120.0 120.0 120.0 120,0 120. 1200 1 120.0 4294 12164 40204 t .0 20.0 120.5 120. 120.a 120.0 1�.D 120.0 20.0 120.0 1f9.o 12ao 116.1 11 105.0 •; 48914 120.Oe 120.0 g 20.0 12D.o .0 INA 1 1204 12x0 124.0 11& 114.9 108. 100.7 1 98.1 6918 12'0.0a2j& 127.0 0 1a.e Y o 12ao i n8.5 104.9 taco 85.5 19.e6 ( LF 67 0 124fl 1 120.0 120.0 IRMO 120.0 1 7.1 11&7 1 2 972 7 BB.6 .8 81.4 77.9.- •• 88 ,0 120.0 120.0 120.0 Y .0 11a7 111.4 -10-5.0- 70.98.2 89.9 87.3 w.3 78.2 {+-OPENBQpSIZE ---�I 88 iNWO 120.0 1240 120.0 120.0 11&1 109.0 102.3 98.5 91.2 827 80.9 7&8 _ „i _ I a 72 120.0 0 120.0 120.0 117.3 8 1022 80.6 816 77.7 76, HORIZ•ONTALMIR.UON c 7s ar6 2fl.o tao 0 121616 1 o tt 109.3 ezo In ®.0 799 DP CHART IS FOR: I INTERSECTED IMPACT 4'MUW ON 1759,HORIZONTAL OR VERTICAL,USING(PER END): QQtt1R� 1767 CUPS I ��1DREtp r, -(6)#10 SCREWS INTO WOOD or METAL I ` "'• .� (6)3118'IT W TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE Or WOOD I ILEI ?��r'� tSNS�~ ,` (8) Ile ELCO ULTRACONS INTO HOLLOW orGROUT-FILLED BLOCK �j I TWIN I 2v N• 58201 ;7+. ---------------------_---'------------------ OR -------- I � ITRIPLEI paa6ageaeure 004 W.kff kftmocMd bfbM PVUr UMM KIM vim t elpsuslgehIII)et2laraxem iWom Una=paeaoemiaaf mmmaom mtumiarmml� I UNITS 8i2Ep I BELOW 9 BTAVE OF 1747,. so 45 51 57 69 W andU120.0 W w 11026 4 120 126 132 136 149310 ( I I A 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 7 .0 1240 1 A 120.0 1 0 12120 0 180.0 .0 120.0 I I 1W� w�..''�� # 423+4 120. 12D.0 120.6 120.0 12MO Y 120.0 120.0 i20.o t20.a 1W IMO 120.0 124o i261200 i o 46ara 120.0 i�.o 1 12160 120fl t2D.o 120.fl 120.0 o +216.16 1240 +2160 204 121616 +216.0 11161 +0166 I "++n.nn118 120.0 12&0 120.0 120.0 20.0 7240 1 f20.fl t�.0 1204 120.0 1240 1Y&7 11 1085 tOd. 100.157 1200 200 120.01240 1W.0 120.0120.0 0 120.0 1 120.0 1 4 111.0 1 0 10194127!20.75 83 1200 120.0 1200 1240 1�.0 1 12&0 1z.0 124fl 189 107.6 1�6 997 95.9 81,2 --88 +20.0 120.0 120.0 .0 120.0 120.0 120.01 118.6 10.0.2 884 96172 1 .0 1 120. 12x0 720.0 120.0 120.0 116.0 ta&3 102.6 909 UICASATURNER,P.E. 75 Int 120.0 120.0 1 120.0 1 IM0 1 120,0 1 120.0 I 120.0 1 11x2 1 10&2 1090 1 97.4 1 w.4 - - --.. I FL PE$5SLC' 1 I 1296 JABARA AVE. DP CHART IS FOR: I NORTH PORT,R 34288 INTERSECTED IMPACT 4-MUWON 1759,HORIZONTAL OR VERTICAL,USING(PER END): PI-1.941-2180-1574 1767 CLIPS I UgscplpTKft (6)#12 SCREWS INTO WOOD or METAL I (6)Ile ELCO ULTRACONS INTO SOLID CONCRETE W WOOD I NOTES: DP CHARTS INTERSECTED MULLS 11.THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOD. TE: I2 AN INTERSECTED MULL SAR HAS OTHER MULL ADE 061271012 SARIS)ATTACHED TO IT(SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CUPS.AN f EV. I INTERSECTED MULL BAR WILL ALWAYS BE GWS-837 A ATTACHED TO THE SUBSTRATE AT BOTH ENDS. UvEr- 3.NON4NTERSECTED MULL BARS CAN BE ATTACHED SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 3 OF 10 IT@A PART# mscF1PT1c)N 1 H 1759 MUAl,1 318'x 4•,FLAT,PVC FRAME TYPE OPMNG "t"81AJLL.BAR CUP R"MULLBAR CLIP 2 1885 DRIP ACIAPTER (F-102-XM ECO1787--OW rl prlrNf�imri� 3 51898 ADAPTER NEW NOTRECbMMENDED F1767(L& Y4piD 1iYS71 FLANCdE RETF� F-15T2-014 F-1787 007(L8R)rn 1900 SW 44TH AVE. 4 58018 R 6 7:1 P-1787-M-M4 OCALA.RDRIDA34474 B F-1522-W RETRD FIT MULL ANCHOR CLIP FIN NEW F-1522427 F-1737-6(L.BR) WWW.OWS.0 C 7 F-17 -002 ANGLE 4'MIAl CLIP,STANDARD REM F-1522.027 F-1787-=(L$R) e F-1761-OW -ANG 4'MULL CLIP,FIN, NEW NOT RECOMMENDED F-1787-M 4.:�`+ i•• so FT787 NGLE V ,FIN RIGHT U30X F-1787.007(!&R}or MULL C 1 �7L ,tfld 4' LL CLIP,RETRO FLANGE,LEFT RETRO F1522-014 • 1 F1 4 ULL FLANGE,RIGHT F-1767-002 NPACT 000 91 x 1 102" A MPHILIP3 ZINC • 13 • 370 FLAT WASHIER • • 14 LK • ••• #12 NE 4-18 TEK SCREW•(aft rm belga) � •• � 1B�1• 4 MORTG ,PVC �d 0 • 77 •5 ••• 1 71ta•[TYP-) } •• 6 • 4#100HEXWANHER ADTEKSCREW • t4• TEK SCREF a=(TYPJ 2=mfp.) •• tbE WOW SCFWW 312E(910 ORSftf*APEG*IEO IN WINDOW UNR APPROVAL DOCUMENT Ln •• •••11J7a° ••• •••••• (� Ln • • •r— 11 1416"1 19110.(TYR) g ,/rI IE I F •• ••• y---- • •ilial 4 lff a T .... TOP VIEW 43W DRIP ADAPTER S-7N83 718` \-OJW THRU(TYR) d� 1 t/r =TNRU(1YP.) tJ2• AH1»1g9�b 1118" 3 1 rnI 8• Va• Z=THRU(TYR) •4up""��4 ® Gi•v F .,y!. FLANCGE ADAPTER 5-1898 ,j,3 me 58701 6 t 4 HORIZ MULLION CUP 5-7898 3* a 1/r 111116-(TYP.) 11 7J89 711� STATE OF _7 13!18• y 3110' 118' 6 •C�s.u i z 311r 3718• �o �.�a s 19 tj'��,• 7/n 41�• 1 1ff PVC MULL COYER-8818 4?Ar 4/2712015 4'MULLBAR H-17� REM CLIP(4'(F•16MMLUCAS A.TURNER,P.E. 12 va•1 FL PE#58201 OUT�DE 7116• 1238 JARARA AVE. 41 NORTH PORT,F 34288 1 s11s•(TVP.) PH.8 ORT,F1L 4 _AND 8f1EAK SKEET F=UD1 OOREIufOVEFlN 8 zine° BOM AND EXTRUSIONS AI DRA . 7 1� ADE 09/27JO12 `DETAILA L- 47fir r. IYP.PIN FRAME 4:1 CWS-837 A NOTE:ALL EXTRUSIONS ARE ALUMINUM 6083-TTS UNLESS OTHERWISE NOTED. RETRO CUP(41 F-15MO14 SHEET 12 4 OF 10 FRAME TYPE OPEMNG "r MMLBAR C JP 'L'M1A LOM CLJP 13� 1787,1OCXj NEW NOT RECOMMENDED F-1767-M Q7W FLANGE RETRO F-1522-014 F-1767-007( a 1800 SW 44TH AVE. F-1767-002 OCALA.FLORIDA 34474 FIN NEW F-1522-727 F-1767-005(LAR) WWW.CWS.CC REM F S22-O 7 F-1767.006(1-&R) • •• 1 11 ••i••• •• NEW NOT RECOMMEWED F-1767-M 4"PVC i•• •i • RETRO F-1522-014 F-1 F-17674)02 -1767)02 a MULL BAR •••••• F-1787-002 ... .. IMPACT • •• •• 000000 .... � to **see ••••.••.•• 741%Q • •••1••• /fi••••Z•[rPte•at'�• 378' 00 OVA: d f23/4` 168 3 ` •• 1O- tQy77 •1a�• • •• Ire` • ••• ••• � OUTSIDE OUTSIDE • � 23/4 •• ' 1'ANGLE 4-MULL CLIP,RETRO FLO(LEFT)F-1 767-OM 'L'ANGLE 4-MULL CLIP,RETRO FLO(RIG"F-1767-8678 Z. 4>ti�nn�b 4EN4PSZ., r,T,tr No mm i'E_ 118 trs' Ips: STATE OF 8 7/8 8 718' Imo---6 7W a's SOA�, • re •>�� 711WC-'Pl 7r4•(TYP) O 7118{TYP.) Ile(TYP.) 4127/2015 1 518' (23/471 Enr O LUOASA.TURNER,P.E. FL PE 9'38201 41W � � 1 wir(TYPJ 1239 JABARA AVE. 37V � NORTH PORT,FL 34288 PH.941-,'18x1574 (2 7181 1 8170' z3+a• 2314' f EXTRUSIONS 'W—] 318` 27C) 8 OUTSIDE OUTSIDE �' s OUTSIDE 27/18°(PJC) 27118° yr(m ADE 09P27/012 V ANGLE 4-MULL CUP,FIN(LEFT}F-17674M "L'ANGLE 4 MULL CIDP,FW(RIGHT)F 1M-MR We;t. (WOOD CONSTRUCTION ONLY) MOOD CONSTRUCTION ONLY) V ANGLE 4'MULL CLIP,STANDARD-F-1787-002 (,WSAW A SCAM SHEET 12 5 OF 10 H y IS00 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CO t y • . 4"PVC .•• •• o MULL BAR • • ••.• FIN MUST BE REMOVED APPLY SEALANT ALONG PULL IMPACT •.• •• • LEN07H OF WINDOW FRAME • •..• � GROOVE PRIM TO ATTACHING • COVER u� • •• •w s •• -= t 0 0 •••44b BEHPM FLJlNtiE PRIOR •• (&E DETAIL B) SEAL BEHIND FLANGE PRIOR zz TO ATTACMi WINDOW • TO ATTAOHWG WINDOW 3 (SEE DETAIL B) O •• •.• •..• 0000.• .rt- fr7 • HORQON�T LWp�, BA S R • • E FLANGE FTiIA�i>IIH : HORIZONTAL MULL BAR SECTION >AIVERTICALAiOR AL MU BAR SECTION ,� cc •• •s• •..• • • 8 FIN E IND B BOX FRAME W INDOW a 0000• �' d Z APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE »ttlmlq♦I PRIOR TO ATTACHING RIP ORE4y 0 =32 OR No 58201 PSEAL RIOR TO ATTTACH� SEAL y �TO BEHIND TTACHING y RANGE 2 y y�,Qtt STATE OF jai-. WINDOW WINDOW I '' '�hy�$ Qapp�p1.O`11,r IEEE DETARA) 2 (SEE DETAIL A) 2 r--- ""I��OIVA4`^•�4, DETAIL A y FIN KW BE QED t 4127!2015 WHERE WINDOWS APPLYSEALANT ALONG FULL LUCAS A.TURNER,P.E. CONNECT TO MULL LENGTH OF MULLBAR GROOVE FL PE$58201 PRIOR TO ATTACHING FIANCE 1239 3ABARA AVE. ADAPTOR T yNORTH PORT,FL 342M I PH.841-380-1574 A oSECTION VIEWS B V VERTICAL MULL BA ON MULLS DMWN BY. HH FLANGE FRAME WINDOVY a FlN FRAME WINDUIN s DETAIL B ADE 09127/012 o r. . CWS-837 A SHEET 12 6 OF 10 O L d0 L Z4 'Ma3LVW TT4 fWHl370H JAlld lllaa•ead'dno 133HS 'nnW OIN TlfVA 1V011aaA ru1HLA%MM1raWHoV.uV aoHDNV TjnW aoWaLM ro V LMSMO 7C1WUNUOSMUNI3HLNVHl'a31nbmHo'H1d3O3ma3H13S1,nnTUIW .. Vo= HLON31 7U1d MU'(WOMMM WO IVtNO WM"e1)NOLLVIMUO d0883XMGSW zIaLZm 3(N V LLD3NNaDatte rm-Ol-aVBIInn nvo.LAlddV allou3m 3Ao8V3H1 v .art 30 ONIOVdS a3LN9D O!.a3LN3O YHI Mrj V aNV.=M do 30NW131O 30M dnD YMMM V ONmVLNM931IHM Q3Q33N SV a3LvWl 39 AVW SNOI10331131NI ll(w 'a3lWiSM BKLAS 191 0 HD 1.1 M WD AM MIRU 63-Mcamlaa9ad z SM31A NOULOSS -A"V wa0m$v'Bt W3u H11mmno3$aw N011Vo01 mm dno 3a118'► •1909 4L9t^0W-►"'Hd OWK-W'IWOd RMN L 'H LOM�3d 1i 3AVVk1V9V NQt1D38HvwmW'laaA Yal'DaoH4 0 L 3'd tl3NtifLL'VSVOIII 43LON338 9tA8t N011 9SH"T91W'1a3A.4o1•ZIaOH.F O Maatn L NOLLOSSuvwrt 1W'la3A.EOlZIaOH.4 0 S-z� L 4MON a38 etroel 4'31M33s 84�09L (dIlDIV3l} G t 31oN 33$ t y ►qu•a414W ©-' and lV�d 311W d39 MSY ►z i►salau Sas #0 SYN- 88y, t 31ON339 i�Lt H warmw.c �v♦,r p1110�''A c r r d' tiJO 1810 3D03 7NW mm (t 310N 33S)nir 40 3AY18 ME �`— �— C O-S '18(O 3003 7iVY9 '1$10 3003 7MW�TICC dno NOM M-AM.B (Slu to da 31Vladi — L g 4 ►�ZBS •N t^S Lod I MOadd113lmma8oaSas}ddV ( ►-W aVellmn.s t z z a a>I313oc�° a ` uapNON O> Z 14 S310N 33$ t Z I l 9310N 339 t O ••..• • � • • sees ••• •• m sees z s•.••• sees •••..• j NU • 3WVa M31AdOl 00*000 :• ..: mm sees •• • • • V-Y A\31A NOLL033 nL v e • • • • sees • • •• •• lv. � t R ,i __: 1. 'i' —.a •s•••• 1� sees• •. ••• AJL Sol 0:0 SII 11�` •CD , 11f f1� �� • SI/M VCHHO-Wb'la o f o 0 114 0 '3AV H144 MS 009E stgtsrts AI�WM t NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN Vffl GONFIGLIRAT�I IS SHOWN IN BOLD. VERTICAL MULLION VERTICALMULLION TWIN TRIPLE TRAfTOM OYER IIN TRANSOM OVER TRIPLE 2,AN INTERSECTED MULL BAR HAS OTHER MULL VYIN cw BYSi!!IS MMULLIONL9iTK AL MULLION VERTICAL MULLION BARS)ATTACHED TO IT(SHOWN IN DAS}IES) IM SIN 44TH AVE. I THROUGH THE USE OF MULL BAR CLIPS,AN OCAtA FLORYDA 34474 INTERSECTED MULL BAR WILL ALWAYS Be W W W.CWS.CC • •w € ATTACHED TO THE SUBSTRATE AT BOTH ENDS ' . • • • S� � }— 3.NON-WERECTED MULL BARS CAN BE ATTACHED • •••• •• -9 TO THE SUBSTRATE AND OTHER MULL BARS. 4"PVC • • MULL BAR .w• •• • • : . • IMPACT • • L ••• •• •••• I _ II f I f II I 1q • • • -:j—ftjm SIZE oPm NG BIZF.G.- G--- OPFNM SIZE---� -�I OPENING SI2E#� • •••• •••••• i1MN TWINITRIPUE HORIZONTAL MULLKXN • • •••••• TRIPLE VERTICAL MULLION H�I¢ONTAL MU WCN • HORIZONTAL MULLION HC#I¢�MIRUON •• ••• i • ••• tC rh • •• i rh LOPENING —— —— o 15 •• ••• uo ••••• SIZE �SINGLE� TWIN pp vi ITRIPLE1 I —— —— UNITS o o L (BELOW, d Z Imo--MULL LENGTH —•I T-Fes-MULL LENGTH MULL LENGTH I N �DPENINGSIZE MULLUNGTH� N ?��J4p`��aE��'✓yp_X31. 1 L gp� STATE OF Ju NOTES:- OR 1Dr'p?Q`ar�i' 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL W -0NAIair�, WOOD DOCUMSCREW INDICATED IN THE WINDOW FOLLOW THE ANCHOR NG AS APPROVAL-TEKD IN THE CREWS 8�BE LONG ENOUGH TO ENSURE THREE APPROVAL FOR ATTACHMENT TO f3) OF PENETRATION ION BEYOND THE INSIDE WALL OF MULLSAR.NG 4 HEX WASHER MAD TEX SCREW OF THE SAME�(�10 OR 1@12)AS THE �Z 2.MULL CUP INSTALLATTON ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. 4/27)2016 LUCAS A.TURNER,P.E. 3.ALL MULL CUP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A OMMM RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE 0 58201 WOOD MUST BE PAOTECTED TO PREVENT REACTION. 1239 JARARA AVE. 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLiI�TRTwnONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE NORTH PONT,FI.34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. PH.941.9B0-1S74 5 ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONC RETIUDMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOL)BUCKS,IF Lam.INTO SUBSTRATE-1X BUCKS CONFIGURATIONS AND ARE OPTIONAL ANCHORAGE NOTES S.A MINIMUM CENTEWTO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CUP LAYOUTS ON SHEETS 4-6. DFKWN av 7.WOOD OR MASONRY OPENINGS,BUCKS AND SLICK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, ADE 09/27/012 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TAS(Et,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, s: 8 SEALING AND PIASHM STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW NG THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-837 A FMJVAAMA IM(FIN WINDOWS),FMAIAAMA MWLANGF WINDOWS).FMAN DMA 2WDOX WINDOWS),FMAIAAMAW MA 300(E](TERIOA DOORS) SHEET f:t B OF 10 INSTALL ANCHORS THRU ANY THREE OF THE FIVE HOLES SHOWN ON EACH SIDE OF MULL BAR. vowlDow MT900 I S 1909 SW 44TH AVE. I OCALA.FLORIDA 34474 • II I (•-a . WWW.OWS.CC c y = 0 V PVC 0 MULL BAR TOP VIEW IMPACT MULL CLIP 1787-M ANCHOR REQUIREMENT • ••• RETRO FR • F- • •• •••• 0000 • _00- MULL BAR CUP • 1•ANGLE MULL BAR CUP • • *0606: • • TWO REQ'D PER EACH END OF MULLo > Y „ •• ••• • • • • • •• •• •t ••• •••• ••, i• '� MULL BAR G 1 1 MULL BAR T r7 : N • • • v._h ? INSTALLATION '� l 30�TABLEi ANCHOR F- B: ol • • — • '00: •• • • T iI II SEE TABLE 1 it a • SAL ^• • _ » !_,:��d• I III SEALANT ALONG ADD srRUCTURAL EL>:INENrs •• • –"""' MULL BAR OUTSIDE EXPOSED _`,'� L��AS RE=TO MAKE LEVEL FOR AS REQ'D TO MAKE LEVEL FOR • 6 BY INSiAL1�R ++� EDCE 8Y INSTALLER MULL BAR O ul METER T •• • STALLEA Q • INSIDE AND( •• • MIN.EMBEDMENT B PERIMETER GEALAWNTM"L EMBEDMENT �` • • SEE TABLE 1 SEE TABLE 1 a�saant+t► •• ••• 000* • 2J8rDE AND OUT SUBSTRATE BY OTHE SUBRTRATE BY OTHERS / l't •"'' �,p,� SEE TABLE I •••• SEE TABLE 1 •�'J��b •y�G£N$F GT•�"i MIN.EDGE DIST, MIN.EDGE DIST. is�;•• Ne SL1209 = TL BEE TABLE 1 SEE TABLE 1 VERTICAL SECTION /_E'Z VERTICAL SECTION 'p: a` 9 TYPICAL RANGE METRO ANCHORAGE 9 THMALFLANGE(RETRO ANCHORAGE 9'. STATE. OF Au HEAD AND JAMB$SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION i0.nti,•.e flp-tei'Av�►,�` no n- NOTES: 412712015 TABLE 1:APPROVED MILL CLIP III9TAULA710R FABTE?BSiS LUCAS A.TURNER,P.E. 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#5ffi01 ANCHOR TYPE MM* 2 SILL STOOI.0.IUST BE FLUSH AGAINST INSIDE OF MULLED WINDOW6 1 JARARA AVE (20 KSI MOV) 3/18'FTW TAPtX)N 1' 9• NORTH PORT,FL 34288 1• AFTER INSTALLATION. PH.341-38D-1574 HULLOW aGFQUT-FI'I CMU(ASTM 040)—or V4'ELCO ULTRACON 1-114' 211T 3.RECESS RETRO MULLION(XIP 3W MAX FOR CLEARANCE OF WINDOW SHEET DESCFMrr=t 1787 OUP INTO SOLO)CONCRETE(285 KSI MIN.) UNIT AS NEEDED. INSTALLATION DETAILS 1S TFVU TA FLANGE 2XM0d.90LJIFLERN PNE((b.RB'Sa 1-3W 718• 4.FOUR(4)ANCH"REQUIRED PER T MULL CUP,SEE SHEETS 23 OR ELOO SCRLTRACON THREE(3)ANCHORS REOUDIED PER V MULL CLIP,SEE SHEETS 23. DRAWN , 2XMIN SOUTHERN POVE(C3 Q$g} L110 WOW SCREW 13B' 718' 18 GAUGE(O.Nn MOV.STEEL.STUD #10.1311101 KWK-FLEX OR RW FULI THREAD 5.SEAT MULIJON TIGHT TO MULL CUP. ADE 09/271012 (93 KSI YIELD MOV) S SE P= SCREW THm O,0B0' 7!18' t REV.: 6 FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-887 A 118•AWN.(33 KSI MOV.)OR DR GRADE 5 SELFTAPPO�! FTHRU 0.12F 7n3° SPECIFIC INSTALLATION DETAILS. 1AY STEEL(J3 KSI MOV) DRFLLO�6Q9EW THFp)0.126' SHEET 1� 9 OF 10 a0wo wmaw mTgmqo 1900 SW 44TH AVE. OCALA,FLORIDA SW4 W W W.CWS.CC V PVC MULL BAR IMPACT • •••• V ANGLE MULL BAR CUP • • •••• • • TWO REO'D PER EACH END OF MULL •• ••• • • RETRO FIT • • • • MULL BAR CUP Y •••••• w •• ••• • • • i1 1 MULL BAR Lu • ^ MULL BAR w ••• ••• •••• • }j-= _.. INSTALLATION ANCHOR 7'�J • • • • _ SEE TABLE 1,SHT 0 _"5l� INSTALLATION ANCHOR • • • •• •• • ••• �� SEE TABLE 1,BHT 9 2j • t�� =.E=...4_ �� b�, .•Ars-.�� 9yG� fL • 000 • SEALANTAL�E —" �•�"' • • ENM BV 91STALLER • OUTSIDE EXPOSED •• ••• EDGE BY I�WALLER PRIOR Mem �g EXTERIOR PUNISH e�qe • • BY OTHERS • - '- MIN.EMBEDMENT _ MIN.EMBEDMENT SEE TABLE 1,SHT 9 BY OTHERS •. ••• R , PERMETER SEALANT — - SEE TABLE 1.SHT BBY Q "OB�MN?D�OUT • a yq n' BY INBTALI,EH -• z • BY oTHE*F • A INSIDE AIW SII' a o;• U�itn�mq 11, 000000 SEE 1.BHT 9 SUBBTgATE BY OTHERS •b ,,�,, � C E NS�"'.T`��'ei •••• °•�• SEE TABLEDGE DIST, E 1,31sT 8 r PN VERTICALSECTION BEE TABLE 1,BHT 9 MIN.EDGE DIST Q� Ne $8201 L VERTICAL SECTION SEE TABLE 1.BHT 9 11 >r 10 TYP1C AL FIN('L•ANGLE)ANCHORAGE :*• * I HEAD AND IANU33 SIMILAR FOR FBd IN 10 TYPICAL F9d(RETRO RTTyy ANCHORAGE HEAD AND JAM83 S9MRAR POR FIN INSTALLATION %�pO'. STATE OF WAfi8 4VIyANs& �M zz NOTES: 4427=16 LUCAS A TURNER P.E. 1.BIL.STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS FL PE#58201 AFTER INSTALATIOM 1239 MMRA AVE NORTH PORT,FL 34283 2 RECESS RETRO MULLION CUP SAP MAK FOR CLEARANCE OF WMM PH.941-380-1574 UNIT AS NEEDED. SHEET DEBOVITKOF- 3.FOUR(4)ANCHORS REQUIRED PER T MULL CUP,SEE SHEETS 2-3. INSTALLATION DETAILS THREE(3)ANCHOR$REQUIRED PER°L'MULL CUP,SEE SHEETS 2.3. FIN 4.SEAT MULLION TIGHT TO MULL CUP. pA 5:FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW ADE 0927/012 SPECIFIC B+13TILLLATION DETAILS • .. CWS-837 A •12 SHEET 10 OF 10 Florida Building Code Online Page 1 of 2 - !�� F�0(i�,iQpp d 8=Nome Lop to i Lim"W*WtW Not T•pke I Subm¢Svt wrpe Stam a Fitts F.blivti^ns Bus nes (� ProduetApproval Pro essi nal UM:Pubk User Regulation Product Attwaval Manu a AoolkaUon List>Appy peNn FL# FL16736-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Stems Inc. Address/Phone/Ercall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.oc Authorized Signature Koss Erin ekoss@cws.oc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekos @ ws.oc Quality Assurance Representative ]ay Lathrop Address/PhorWEmall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 pathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 13 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE @ Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R1 COI EvalReo CWS-8718 iHS-8200 74x63 IMP),pdf •• ••• • • • • • •• Referenced Standard2lnd Year tof 6Gvdaid)oo *oi js*.iard • •• • • • • ••• Year • • • • • • • •A,of A WDMA/CSq/101/I.S.2/A440-08 2008 •• ••• •• • • •A"M E1300-04 2004 ASTM E1886-05 2005 • ••• •• ••• •ASTM X1996-09 2009 • • • • • •00 o PYTA.S 7x01/202/203 1994 •• • • • • • • • • • • • •• • • • • • • • Equivalence of Proded Stapdards • • • • Certified By •••• •••• • • • • • • • • • • • • ht4)://www.floridabuilding.org/lir/plodpf &tleas�x?Awa %--wGEVXQwd)qu8obla/o2f17,m6... 6/24/2415 Florida.Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Mettiod 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products PL# OX.Model,Number or Name Descrlptlon 16736.1 HS-8200 PVC Horizontal Slider HS-80200 PVC Horizontal Slider,IMPACT,74"x 63",XO or Limits of Use Installablon Instructions Approved for use In HVHZ:Yes FL16736 R3 II CWS-8718(HS-8200.74x63,IMPi.odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistantt Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other.Large Missile,74"x 63°,DP+/-60 psf.Outer lite In FL16736 Ri AE DLPont PVB NOA 13-0129 2Z.pd I.G.must be safety glazed when used above 30 ft.in HVHZ. EL16736 R3 AE EvalR�n CWS-871B(HS-8200,74x6,.. Glass compiles to ASTM E1300-04. IMP).odf -- - FL16736 R1 AE O an x(Mlkron)NOA t2-1017_ 02.pdf Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,11ia x 631,XOX. Limits of Use Installation Instructions Approved for use In HVHZ1 Yes FL16736 111 11 CWS-8698(HS-8200 111x63.IMP)ndf Approved for use outside HVHZt Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressures+60/-60 Evaluation Reports Other Large Missile,Ili"x 631,DP+/-60 psf.Outer lite EL16736 R3 AE DuPont PVB NOA 13-0729 27.gmf In I.G.must be safety glazed when used above 30 ft.In FL16736 Ri AE DuPont SGP NOA 11-0624 02.edf HVHZ.Glass complies to ASTM E1300-04. EL16736 III AE EvalReo CWS-869B(HS-8200 111x63 IMP),Dtlf FL16736 RI AE O wan x(M mn)_NOA 12-1017 02 ndf Created by Independent Third Party:Yes canted Us::1840 N*rth hAomoe Street.Taaah•aM 3=Pborre:8SQ-487-1824 The State of Florlde Is an ANWO employer,Lmnaht 2007-2013 Slate of Florida.;:Prhmcy statement:; Under Florida low,ernes addresses are public retards.Ir you do not wont your ewrall address released in response to a public-records request,do nat send ere&MIC mall 0)this entity.Insbasd,contact the office by phare or by tredRbnel mall.If you have any questions,please cardact 850.487.1395.*Pwsuatx to Section 455.275(1),Florida Sbtums,etkdhm October 1,2012,Ikmaelg Ind under Chapter 455,F.S.must provide the Departrnent VM an erret address If UW haus one.The emailo provided may be lead lbr oftlal mmem nicamn with the dsxnsee.Howakw emall addresses are public record.1Y you do not wish to supply a personal address,please provide the Deparfmazt with an emall address which can be mad*available to the public.To determine H you are a lkarme under Chapter 45S,F.S.,please dick hat, Product Approval Accepts: Sam'!tl iIIIL'! •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • • • • •• • ••• • • •• • • • • • • • • • • • •• • • • • • • • http://www.floridabuilding.org/or/pI.Apt Atleas�x?liai*--wGEVXQwtDqu8obl%2flZm6... 6/24/2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING, INC. FBPE C.O.A.429779 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 b 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 56 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,-IA,-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-871 B,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. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5s'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. ��seffniiseprr +�UREIVNOM low- so • •• . • . • • tn •• • • • • •••z ' s'., C� • � ••• ••• ••• ••• • fi � ,W 5821)1 IP so • 00 •.. .. TATtr 4/18/2015 •.: :•. .' �, ` o R 1 •'��,'` Lucas A. Turner,P.E. 60* see ��i�"r'�i pN�► ; '�' "� FL PE#58201 Lucas A.Tumer ••• ••• • 2015-0418 22:21-04:00 . . . . . . . . . . ... . . . ... . . AFWFgnI INO'lES: ORIZONTAL SLIDER - LARGE MISSILE IMPACT i.THEPR==SHOWN HEREIN ISDESIGNED AND MANUFACTURED TO COMPLY WM4 THE FLORIDA BUILDING CODE(FSC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE 04VKP AND ISM SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFNED OCALA,FLORIDA 34474 IN ASTM E 1888 PER THE FBC. WWW.CWS.CC 76114-MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 3 ODWIGURATIONS-.'Or,"XO'. 10 PVCs 74"MAX UNIT WIDTH HORZ SLIDER 33"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM EAMM-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER • INFILTRATION TEST PRESSURE AND GLASS TABLES • • -- -- -- - ASTM E-1300.04. C • • s•• ••• •t ••• • • I I � ANCHORAGE*THE 331P3°%,STRE88 INCREASE HAS NOT BEEN USED 841!4" • s IN THE DESIGN OF THIS PRODUCT.SEE MEET 5 FOR ANCHOR MA)i.••• • DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD •• •s• HEIGHT • B g ANCHOR CALCULATIONS_ • I fA • 8.PRODUCT APPROVED FOR iMpACT RESISTANCE.SHUTTERS ARE NOT •• ••• ••• I •• REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT • • I • 1 I N • ••• •e • ••• I UNLATCHED DURING NORMAL OPERATIONOF THIS PRODUCT,BUT R z W • • MUST BE MAX ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND 2 • ••• ••UNIb ••• O " NG Dw a NEI9HT • X I �,�,e' • • s •• ••• I MAX 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT � � tr •• ••• BASH USED AT FD(ED MEETING RAIL AND HEADISILL • • • � :••• I 1 I HEIGHTt`j •• ••• •••• •••e I I 8 SERIES/MODEL DESIGNATION HS-100. Q • 661316' � aZ •00: •• I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: GLASS •i ••• •• • DLO • : Ir I g X=OPERABLE SASH,O m FIXED SASH •d�atM >f • • • 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ��•prP. 6EAI�L��_••y •• • I ( 6 LOCATION. M.��G It SriGD1 �7•�y I I 6 11.EXTERNAL WEEP SLOT=1/4'x P LOCATED 4"FROM BOTH ENDS. 4'A! * yr S C I ' STATE OF ?Ya/ C�J s A -- Lues A. %. °!!?.°l�''c4`;�a 33•GLASS DLO Tu -1 �•••nii�nj: �,` Turner W 5!18'MAX SASH WIDTH 15:18-04:00 4111/2D15 LUCAS A.TURNER,P.E. FL PE 8 58201 1238 JABARA AVE NORTH PORT,FL 34288 PH.841-380-1574 GENERAL NOTES AND TABLE ELEVATIONS CONTENTS u GENERAL NOTES&ELEVATIONS...........I ADE 10/10/13 SECTION VIEWS&GLAZING DETAILS-2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATINGa•. ., EXTRUSANCHOR I SCHEDULE&NOTES.............4 74'x 63" +/-60 PSF I LARGE MISSILE IMPACT CWS-871 B INSTALLATION DETAILS..................._......5 WALK' SHEET 1:15 1 OF5 INTERIOR IfWIMW 1900 SW 44TH AVE. QCd1UL RRARIDA3440574 1 8 1NW W.L1N&.CC Im Pvc HOFM SLIDER IMPACT a a •• •.• • • • • SECTION B-B • • • 0) 9 • ••• NOTE FIXED LRE AT HEAD � • ••• •• AND SILL IS SIMILAR. y • + Q • • �lut f � •• •.• � sic of • • 'z-v —. • mQ$ 1 •• ••• •..• HEAD IMPACT M I-I m P.y MIDSPAN OF••.•.• ((MIIASIHAN 334&30) 719°OVERALL �,��o'.: C.F~�,,L+ N. 58201 'T7sS UB"ANNEALED orT9APERED = ; •*S RNTERKIR 7118'AIRSPACE 5--0% * S S*A ,STATE OF f AV 5+18'LAMI . i 1!8'ANNEALED •��Fg4f onto IONA TO PE> MICR .090 DUPONT PVB INTERLAYER ,,��N7� ��• TO HURFCWT TICERtlYPIDS `Y 9 4 v i t�7DATTHIRD POR 1�ANNEALED 411112015 /� PLNWWT GLAZEI? 1 — SIKAFLEXBM LUCAS A.TURNER,P.E. FL PE 0 561 4 1239 JABARA AVE. 8 5 NORTH PORT,FL 34288 PH.941-380.1574 1DEAR iP2'GLASS SITE SECTION VIEWS AND GLAZING DETAIL 4 SECTION A-A HEAD IMPACT HOOK AND ummey- DATE JAMB SWEEP LOCK LOCATIONS ADE 10/10/13 120 0 SECTION CC .. ALTERNATE FIN FRAME GLASS TYPE A CIMS-871 B 1:1 12 SHEET 20175 Parrs LWT s tAr CORNER OONSTRUG7tO I rTEM PARTS DESCRIPTION VENDOR MATERIAL 31le' 1 H-1497 Raw Sash Meet.Rall Keymak Alum 1 1? IMNT�W IIYSr 2 H•1898 Rebhf.6.B.R./s.s.R, Keyrtmde Alum e s 3 19006W 44TH AVE. 3 H-18� Meet.Rall,Fxd Kaymok Alum Zu OCALA,FLO HAVE. 4 Hl BashTopiBoi.Feil MUaon PVC 21111ir tne* 3witr 1116' 2tia' 1110• WWW.CW&.CC 5 H-6048 Main Fr.,SH,1r/Fin.,PVC Mkmn PVC 4 6 H-8060 sash tom.",PVC M11(w PVC GOLD WELD am PVC 7 HSMi Sash Side tell,PVC Mikron PVC 1:8 ��S��R 8 H�049 Main Fr.,6H,WFig.,PVC Macron PVC PVC FRAME FLANGE4MG PM RAIL-1839 IMPACT 9 PI= Sexed Pull Tab S=Mft PVC FRAME F944W 10 P-033 Screen Spring,SS FUxley 26, t 18118 1311s� Env 11 P-3113 ire art,PVC TiRo Town Plastic bber 7 � A a 12 P 8 13creal Frmna Allmetal RclFprm 0 4 004 P Spl—•1a a.:k. 1 Sts 1 tV8" i sra• 1&te • 14 P-4-154 SC n Frame CdPner Mmetal Nylon 1118. 1na� 1118' 1110• FtlfED MEETING RAIL m 004044 P 8eala,BtM • Schnee Silicon SCREWED TORETNER WITH • rA 1$ P-�i2 Sat.Blk..85 D5f• r x Y Lp. Frardcleragg Rubber PVC SAS"MTD.RAIL�dO PVC SABH SIDE RAR-8m1 PYG SASIi TOPlBTM RaL4si2 PVC FDtED RAIL OVER-BpGi OLITERFRAME • 17 P-3429 - ,0.270 x. nSeat, Ulitalub •• P 3W A! Seryelta TEIl2 arc Fester Steel • P-4 x12'Ttuas 2 anc Festanal Steel 4 3"r 5AT ata' 2 P-370 14.1fr uwaso • • W •• 0009 P*IM O1` 1 16115" ins' a Ina- I- 9%•• •81• P-5250 �1 • P-4779 tem,Tandem • �M&M Nylon L t 9ASAr MTD.RAIL-1407 SASH REM.-1M • 101 rb- P 1 114 Ph Fastenal Std 8° �t F"0'�.}-� 3t4� 7118° 1 lie m ¢ i 24 P-4t1� Impact btedock 7i0. ane' •i •� P4474 Carr ad pap • M&M Nylon tne• T �� f�4t ORt�► 26 P 112 Ph Thlee SMS AJett steel HEAD IMPACT ROOK-1999 Ute' PLAN VIEW-1999 1118 ��1i+.•�ilEM�''�r�.�p7�$.'y 27 P-49M Rotary Lock Sulihan arc &8AJ&S.R.-1499 ROLLER TRACK-1770 = 'fifi 28 P-4952 KeaW,RotaryLexdc 3uilharl arc gS9t18" : N• 58201 4p 29 P49M WM.0.420 x.187 back FitSeel,Qp U lbst3b O t/4 I�?Ar :a: it 30 P4633 Barrel Fastener Fastaft &eat 41 ! + I y0: STATE OF �w� l rr--8 TORI C—) .0. (4,R i Vii` 31 51112 RBinfotcemetd,Head KOymetk Ahun —0' �, 710' g/t� 1 �Stc�` w l�.rO��r� 32 S•1498 ROW.S.S.RJS.S.R, KWtmk Aran 1118' �iytj�jORIA4 ►�, 34 6.1776 Feller Track Keymmk Alum L 1110' PVC 'e0a4 GLAZE BEAD-1112 �O► 35 5.1999 From Hock,HBad,Impact Keymadc Alum PLAN VIEW-20M PANEL IMPACT CATCH-2o00 tPY�lB'y yg• 15110, f4/1-1P2- 36 5.2000 Panet Catch,Head,Impact Keymark Atom IIt 37 S-WW At81L8t Milum PVC �0' LUCAS A.TURNER,P.E. 38 6.6013 Scm.Adapt.,1W Nib,PVC M kw PVC � 3•"~ ttT 1 �1n0� 1110" FL PE;�1 PVC SCREEN CATCH-6013 PVC ANTI-UFT-SON 1239 JABARA AVI; 39 S-f14 m.Adapt.,PVC M9wn PVC SCREW SUPPORi3113 NORTH PORT,FL 34268 40 8&6063 Fbced Rail Cow Aldan PVC PH.041.980-1574 41 5.6064 jalawg Bead MlBvath PVC t 1/f , 42 GLASS TSEE SHEET2 CAR NAL GLASS BOM AND EXTRUSIONS 43 PttfW Glaze*W,Stk*la 552 Henkel i Sika Slecone 1ne° PVC SCREEN SUPPORT-6014 ADE 10/10/13 LINE ITEMS NOT USED: CWS-871 B 33 NOTE:ALL EXTRUSION ARE ALUMINUM 611 -T8 UNLESS OTHERWISE NOTED. SHEET 12 30Fb Q 1x112'MAX O. ffmmms G.(TYP.) �1900 SW 44TH AVE. 3-(TYP.) G OCALA,FLORIDA MAX(TYP.J I+--3'(TYP.) SEE NOTE 2 ¢MAX CIYP) MAX O•C�'.) SEE NOTE 2 yS 34474 INSTALLATION 82W PVC ANCHOR(TYP.) i ' INSTALLATIONHORZ SODER e* ' ANCHORUVP.) IMPACT MAX O.C. RYP•) N v iT MAIC O.C. app :C�i O X O X I 8 G • e • C • s 0000 • •• •• •e• • • 000 0000•• r Z QJ • - Y Ircc 9! Qm •• ••• 0000 _ — 6i • ••• 0000 i i••• • - - � � a • • • • • ANCHM LAYOUT-MANGE) ANCHOR LAYOUT-(FIN) p % ••• m Q • • • 0000•• • •• ••• 0000 00.000 rrprlmHrrye r'►r DREW G99 • oes: �4ii • • .00. Ne 58201 �IA •• •e• 0000 • 0• 0000 NOTES' iy�O $TATS OF "4 l�'� O)91.Ov EAD. 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS H � ,. ©p 2.S141M AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS_ MAX ALLOWABLE SHIM STACK TO BE 1W.USE SHIMS WHERE SPACE GREATER THAN 1/16-IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. two 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE 1,SHEET& 4111201 S 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE A 5=1 1239 JABARA AVE S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER S INSTALLATION I TAUCTIONS,AND ANCIKflT9 SHALL NOT BE USED 9N SUBSTRATES WITH S IRENGTHS LES THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET S. PH.941-390-1574 1L ANCHOR EMBEDMENT TO SUBSTRATE$HALL BE BEYOND WALL DRE88ING OR STUCCO FOR CONCRETECCSIU 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. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER•TOZENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:r FOR MASONRY,1-FOR WOOD AND METAL GRA ADE 10/10/13 B.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 r. _ SUITES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET Ti.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 9 9.SEAUNG AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALT.BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMAIAAMA 100(FTN WINDOWS},FMAIAAMA 2W FLANGE WINDOWS),FMAANDMA M"WINDOWS),FMNAAMAWDMA 300(E)(TERIOR DOORS) 120 4 OF S TYPICAL HEAD ANCHORAGE MR EMBEDMENT [Jt!l�ULV SEE TABLE 1 SUBSTRATE BY OTHERS MIN.EDGE DIST. 1N'MAX$f11M SEE TABLE t MIN.EDGE DST. WB�DOYV SY rEm SEE TABLE 1 SEE TABLE 1 FSEE gY 1O SW 44TH AVE. �{ TABLE 1 OCALA FLORIDA 344T4 SUBSTRATE BY OTHERS I t/4'MALL SHIM WWW.CWS.CC SEE TABLE r MN.EMBEDMENT MIN.EWE DIST. PE SEALANT SEE TABLE t WE TABLE 1 =0 Pvc INSIDE AND OUT WE INSTALLER TABLE ANCHOR HOFM SLIDER WE TABLE 1 RANGSEALANT E"INSTALLER see TABLE EMBEDMENT "4* IMPACT 114'MAX SHIM PZA, I m -0 s • •• PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER BY INSTALLER INSIANOUT • • • MESS AND OUT INSTALLATION ANCHOR } • II AUATA.IN AICC W • •• SEALANT BEHIND SEE TABLE 1 m • A1B.E t • ••• FLANGE SY ASTALLER SEALANT BEHIND w FIN BY INSTALLER •• ••• •:•••• • • HOIIZONTAL SECTION C HORmTALSECTION O • • • • 6 TYPICAI.JANSMICFIORAGE B TYPCALFINANCROBAGE • • ••• • HEAD AND SILL SIMILAR FOR FIN]INSTALLATIONZ W • • • Il •• *AoL NT BE • • • 11G MAIC SHIM t2 H FL � • • ANiGE BY MIST"�"�"db i• • S 10 • PE;NETER 3EALxNT • • MML EMBEDMENT .ax •: • O<R1T •.•• • • • BEE TABU I �p�^w—t ,�I��j•, •• •TRATE �i S • t` =�. N• 58201 %Sk SEE TABLE 1 *090 1�MML EDGE DST. t SEE TAKE I , .SS A V6RTICALBECTION �'S STATE OFNU 5 TYPICAL1,111 u .• j° $8 009: , OCR P-7 y ytw n TABLE 1:APPROVED INSTALLATION FASTENERS 411'1120115 OFLANGE TYPE LUCAS A.TURNER,P.E. CONCRETE(20 KSI MW.) W RW TAPCON 1-112' r-1 PERIMETER SEALANT 1238 PJABAFUI AVET BY IN4STALLER NORTH PORT,FL 34288 ODNCRETE(285 KSI MIN) 3118'ELM ULTRACON 1" 1• INSIDE AND OUT OFMM.FILLED CMU(ASTM C0) 3H8'ELCO Ui TRACON 1-114° �1� I1 HoRAISECTION PH.941-380-1574 8 BOX FRAME MSTALLATKIN SHMT . FLANGE 2X MN.SOUTHERN PINE(=•W 3H6 ITIN TAPCUN1- 7t8' HEAD AND ELL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLAME 2X MR SOUTHERN FINE(O=O.C�i 910 WOOD SCREW 1-w 7!6' FLANGE REMOVAL NOTE PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 16 GAUGE(0.080-)MIN.STEEL STUD 910-18 HAUL Km-FLEXOR RTW FULL THREAO UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: w` (33 KSI YIELD MRN) TEKS SELF-DRIL!"SCREW THRTU MOW 7/16' ADE 10/10/13 FLANGE 118`ALUM.0083-T8 MR)at S10 GRADE 5 SED TAPPMKi/ FULL THREAD MIN.114'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIEDs: .. 118'STEEL(33 KSI MIN.) ORD LNG SCREW THRU 0.12x^ 7/1B' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS 871 B PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(CR&W as WOOD SGIiEW 1-112' 112' SHOWN FOR FLANGE WINDOWS. SHEET 12 50F5 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidadegov/economy DAB Door Company,Inc. 12195 NW 981h Avenue Hialeah Gardens,FL 33018 SCOPE: 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 RER-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 AHI(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 perform 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. RER 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, including the High Velocity Hurricane Zone. DESCRIPTION:Hurricane Master Model 824/811 Steel Sectional Garage Door up to 16'-2"Wide w/ Window Lite Option(DP+56.0,-64.0 PSF) APPROVAL DOCUMENT:Drawing No.00-18,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated 08/24/2000,with last revision 1 dated 03/09/2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating, indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle,or inner surface of a panel. 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 this product. 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. so 000 0 0 : 0 00 INSPECTION:A copy of this®ntire N�A!shell�eVr@IideA to the user by the manufacturer or its distributors and shall be available for inspection a tt a jq>*l'iteito he iequpshof�tbie Building Official. This NOA renews NOA#14-0814.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was'reviev4%;Larloe M.Vivera,P.E. ' ' ' NOA No.15-0304.02 . .. . . . . . . . tN1AMl•DAbE couNrY Expiratlon Date:February 22,2020 .•, Approval Date:April 23,2015 ... . .. ,,�} Pagel ', �f 0 • . Yx . . . •• •• 000 . •• •• ... . . . ... . . DAB Door Conivany,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBWTTED A. DRAWINGS 1. Drawing No. 00-18,titled"Sectional Garage Door",sheets I through 5 of 5,dated 08/24/2000,with last revision I dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#09-0128.03" 1. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by Hurricane Engineering&Testing,Inc.,dated 12/23/2008,signed and sealed by Candido F. Font,P.E. "Submitted under NOA#08-1106.OS" 2. Test reports on 1)Uniform Static Air Pressure Test Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering&Testing,Inc,Test Reports No.HETI-08-2149A/B,dated 06/27/2008,signed and sealed by Candido F.Font, P.E. "Submitted under NDA#00-1121.01" 3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test,per FBC, TAS 202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 00-903,dated 08/11/2000,signed and sealed by Hector M. Medina,P.E. 4. Test report of Large Missile Impact Test,per FBC,TAS 201-94 and Cyclic Wind Pressure Test per,per FBC,TAS 203-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&Testing,Inc.,Report No.HETI 00-904,dated 08/17/2000,signed and sealed by Hector M.Medina,P.E. 5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998, signed by W.A.Jackson,P.E. "Submitted under NOA#03-0210.04" C. CALCULATIONS "Submitted under NOA#14-0814.05' 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/1$/4,2Op&si,gged 4nd*Wed :W Humayoun Farooq,P.E. "Submitted undo NOA#•42-022.43 . .. . . . . ... . )5 . . . . .. . . . .... .. . . . • ••• •• ..• Carlos M.Utrera,P.E.Product Control Examiner . . . . ... . . •• :0. • • • • NOA No.15-0304.02 . . . 000 . . . Go*•• • Expiration Date:February 22,2020 Approval Date:April 23,2015 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . f � DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01,issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC,for their Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. "Submitter)under NOA #05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G 15 5 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No. HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E.Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed and sealed by I. Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No.04-761-15019.0,dated 05/06/2004,signed and sealed by J. L.Doldan,P.E. F. STATEMENTS "Submuted under NOA#14-0814.05" 1. Statement letter of code conformance to the 5's edition(2014)FBC and no financial interest issued by AI-Farooq Corporation,dated 05/13/2014, signed and sealed by Javad Ahmad,EB... . . . . .. . .. . . . . ... . .. ... .. . . . .. Carlos M.Utrera,P.E. . ... .. ..• . . . Product Control Examiner ' : : .. . . . . . NOA No.15-0304.02 . . . . . ..' .' '.' '.' �.� Expiration Date:February 22,2020 Approval Date:April 23,2015 E-2 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . s 7-1/2'X 2-1/4°X 18 GA "-- TOP FIXTURE 5-1/2•X 2-3/4•X 0.1• R VIEWER GALV.STEEL CENTER HINGE � \` \\ STEEL PLATE WITH ONE 5/16-18 MS W/NUT O TP OOBE I�ALLED AT Lmk�jlu W/(4) J14 X S/B"SMS •FASTENED TO END STILE WRH O WITHOUT DELRON SLEEVE(STD.) jit 00 , (6)®14 X 3/4'SELF DRILLING SCREWSANY CENTER STILE 1 7-1/2'%3'X.071"GALV.STEELCENTER STILES AEND ROLLER fDNGE 00 SEE SCH. •A' r 0 W/(6) #14 X 5/8SMS- - F„ WITHOUT OFI RON SL FFW(STD. 11 WITH DELRON SLEEVE(OPTIONAL Fm 7-1/2" X 2-1/4•% 071• \ ri GALV.STEEL CENTER HINGE LOCK I yy O W/(4) ®14 X 5/8"SMS 2/DOOR \` WITH DELRON SLEEVE(OPTIONAL) ` `t CENTER HINGE I-1 5/18Sv X.15 THK.LATCH { t ^� STANDARD LOCK \�, 8 { - -_— 1\ SPRING LOADED SLIDE BOLT(60TH SIDES) __ FASTENED W/(4)#14 X 1/2'S.M.S. • ••\` ---5/8'MIN. LOCK ENGAGEMENT \ • • •,` ll CONFORMS TO SECTION 1008 REGARDING GARAGE DOOR 45 firm • k NICO- • VP/� 5 TO 1 ACTOR • - — - '- _ _ _. 7. • •••• WITH(4)L 1 -3�i. - - --- I n ••••SELF OFTIWjir♦ • • N ¢LL • •••• •• • 11�� BRACKET --- i w Z • •• ••• S%*W DOOR LOW HEADROOM 1 — • •• TOTAL 0 OF DOOR OPTION ENT LOPTIONAL FLUSH FACE C T • WOR • 'Uo88R6N•AIf • (3)5°NNE AT 7"O.C. MAIL L A O 3:i C2 v'R HEIMIT OF EACH 1�OR 7-7 B'X 3-1/8"X.010 OPENING AREA NOT TO EXCEED COLOT4IAL DESIGN- W000 GRAIN DESIGN • d SECWNS 18' • L PLATEIN. MAX.ODOR WIDTH _. U Q Z SECTION IB' CIONS 2f' 8 WITH(4)#14 X 3/4'SDS - i6'-2'- - - - -- tA ct 7• 4 sEGTIONs _ • • DAB DOORS INC. • - SECTIONS 1'- • @ENTER STILE INSIDE ELEVADON Hurricone Mosler®Model 824/811 0 w sEcrtol�.t , zt• e, 3 sEGTroNs ,1 21 to OUTSIDE RAISED PANEL_ EMBOSSED DOOR Max.ttWindowH'Utee Ox t1o6'-0' High er-r 2 SECTIONS ta"3 SECTIONS 21• HANDLE ENO STILE - -8.1 SECTION 1B' 4 SECTIONS 21' V-e•5 SECTIONS 21'- /14 X 3/4"SELF DRILLING SCREW. MAY BE USED ESIGN PRESSURE RATING m + 56.0 PS W 8 SECTIONS 19'- IN LIEU OF X14 X 5/8'SMS 64,0 PSF SECTIONS 19't SECTION 21' LOCK BAR GUIDES - -- W-8.4 SECTIONS 1r 2 SECTIONS 2V a INSTALLED ON END STILE THIS PRc_ TIS RATED FOR LARGE MISSILE IMPACT o 1r e•3 SECTIONS 16.3 SECTIONS 21" 12 WITH(4)#14%5/8`sms C - GENERAL NOTEScm 10' 2_SECTIONS 10'4 SECTIONS 21' L THIS PRODUCT HAS BEEN IDADESIGNED AND TESTEDCOMPLY WITH THE O 10--3-1 SECTION 18" 5 SECTIONS 21' ro IST X.6W LOCK BAR f WIREMENTS THE FLORIDABUXDON CODE(FSC))FIFTHEDITION(2014) C 10'-8"6 SECTIONS 21"- ENGAGES IN TRACK CENTER STILES SCHEDULE A' INCLUDING HIGH VELOCITY HURRICANE ZONE OWZ). O 10-8 6 SECTIONS 18'1 SECTION 21. ON EACH SIDE OF D00 "a3 11' 5 SECTIONS IS"2 SECTIONS 21' CENTERSTILES WNFlG11HA7ION 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. $$ DOOR WIDTHS �OF CENTER STILES �� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 11•-3.4 SECTIONS la•3 SECTIONS 2t• OUTSIDE KEYED LOCK DRESSING OR STUCCO. 8'-0'TO 8'-10' 2 11'-8'3 SECTIONS 18'4 SECTIONS 21' 14 _ � � - --- 3. ALL BOLTS,NUTS AND WASHERS SHALL 8E ZINC PLATED CARBON STEEL. SECTIO -o v 2 SECTIONS 1a'S NS 2t' 101-W TO,1'-10' 2 - LOCK silo" 12'-0'TO 13'-to' 3 _ 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o w ry m a 12' 1 SECWNS 78'6 SECTIONS 21' I I 14'-0'TO 15'-,0" 4 THESE DETAILS ARE NOT PART OF THIS APPROVAL. m o S 12'-3'7 SECTIONS 21"- ALTERNATE TO 8'-0'TO 9'-f0' 12'-8.8 SECTIONS 19"2 SECTIONS 21' SPRING LOADED SUDS BOLT POOR W10THS 15'-11•TO IB'-10 5 5. A LOAD DORATION INCREASE S USED ON DESIGN OF ANCHORS 114M WOOD ONLY. 12'-8'5 SECTIONS ilr 3 SECTIONS 21' LOCKS SHOWN ABOVE p00R TESTED IN ACCOIDANCE WITH THE REQUIREMENTS OF FLORIDA t=� 13 4-SECTIONS 18 4 SECTIONS 21' BUROING WDE.fNa-TTM TASI FAS-201 8 TAS-203 FOR NVHZ AND •o 13'-3'3 SECTIONS 1>Y 5 SECTIONS 21' 18ASTM E1Ef998-09. $ 13'-8'2 SECTIONS 1b'8 SECTIONS 21' .-- EAgr:JAYAO 13—S 1 SUCTION 10' i7 Sr TIlINS 21' FTA pE/L O B15W701 p(011Qs t4' a SECTIONS 21"_ 10'-0"TO 11'-10' 14'-0"TO 15'-10' CAt4.3 14'-3.8 SECTIONS 18''3 SECTIONS 21' WOR WIDTHS OR WIDTHS tV-8"5 SECTIONS 19'14 SECTIONS 21' 9 $ IC-S"4 SECTIONS 18'S SECTIONS 21' O 18• 3 SECTX%S ta'8 SECTIONS 21• to ®� ® , _ ® � q L drawing no. 15'-r 2 SECTIONS 16.7 SECTIONS 21' -- LD1:I rt 1S'-6•t EtiCWN 1a' 8 SECTIONS 21• It It OV-18 13'-8.9 s£cTIONs 21'- � _. 12'-0"ro 13'-10" --� �- 151-11"To 161-r 18' 8 SECTIONS 18`4 SECTIONS 21' 20 DOOR WIDTHS DOOR WIDTHS Sheet 1 of 5 24 GA-SjPANEL 16 GA.X 2-1/4-X 2-QALY.STEEL U.BAR _ REINFORCING TRUSS 9 TOP OF PANEL - - TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/Two Y 14 X 5/6•S.M.S. Z AND To END STILE R B 14 X 3/4'SELF DRILLING S. . FLAPS BENT OVER PANEL QQg _ - - 1/2"PUNCHED HOLES) V W m ®4'O.C. i lq ((2 is GA.X 2-1/4 X 2'GALV STEEL U.BAR i III �O NFORCINC TRUSS 0 BOTTOM OF PANEL 16 0A X 2-1/4'X 2"GALV.STEEL U.SAR -� TRUSS FASTENED TO VERTICAL INTERMEDIATE - REINFORCING TRUSS 13 STILES ENDDSSTILLE 14 K 5/8'S.M.S. Y TRUSTIE WTWO TW 1704VERTICAL X 5 8 S.M.S. W/FOUR B 14 X 3/4"SELF DRLUNG S. AND TO END STILE • •• W/FOUR p 14 X 3/4"SELF DRILLING SCR. _ e • is cax 2-1/4•x z•DAILY.STEEL u.BAR - I • • • • •• RDNFORCING TRUSS • • •• - • • • TRUSS FASTENED TO VERTICAL INTERMEDIATE - Ib GA.X 2-1/4"X 2'GALV.STEEL U.BAR I,, • • - - • • • 1/2'X 1-314'x 18 GA. STIES w/Two 1� 14 X 5/8-S.M.S. REINFORCING TRUSS ' •• ••• OPEN TUBE AND TO END STILE - TRUSS FASTENED TO VERTICAL.INTERMEDIATE ••• •• - • • • • •TOP at BOTTOM W/FOUR B 14 x 3/4'SELF DRILLING SCR. WT w/TWO e 14 X 518•&MS. � • • • • OF EACH PANEL W1 TFOUR 0 4 X 31C SELS DRILLING SCR. • - 0000•• � � g$ �. � • - 6J 0 ••• •• 0000 •• •• ® ® END STILE Op M O • OTTOM� $• • •• E SH 4 1i • q� Q •• •e 9 0000 • • • • • • • e •• 0000 —row 'O •0960• • 1ST•SECTION TTOM) •• ••• 2ND SECTION INTERMEDIATE SECTIONS TOP SECTION •••••• REINFORCINE••• *00000 REINFORCING REINFORCING REINFORCING F O z • • wLn • •0•• • •• 00, 9 e 9••• STEEL TRAW1�(ET FASTENE(b • OPTIONAL STOP MOULDING mm • TO WOW JAMB WITH BY DOOR INSTALLER ^_ 5/18'4f a OWEI-LAG SCREW 9 14 x 5/8"SMS --^� HEX WASHER HEAD TYPEFULLY EDA 6 PER HINGE y ONE PER BRACKET 1/2"X 1-3/4-X 16 GA FORMED STEEL 314'X 2-X 2-1/2-X 19 GA.STEEL S GLUED TO PANEL AND SECURED TO END STILE k$ SOUTHERN PINE END STILE WITH 3/16'POP RIVETS 0 12.O.C. 3/8'DIA.POWER-SOLT BY'POWERS' ' g 0.55 S.G. _ � , EDGE 19 m m$ '•n 2'MIN.EMBED INTO 3000 P51 NW.CONC. • .d CENTER STILE S/6'X 18 CA.STEEL DISTANCE 2`MIN. EDGE DISTANCE o��A �- ONE PER BRACKET 0 POP RIVETS 1 SEE SHEET 3 FOR BRACKET SPACING C ADN. B 14 X 5/9"S.M.S. ?, 4/HINGE °. .°• 0 I ^+ 3J4'MAX. 0 m - G p=1 v a o 1.9-X2.19"X3.3"X.090" m�w4ux_ STEEL TRACK BRACKETS r SEE SHEET 2 FOR SPAGING "INMOR Engr CNIVAD ANMA9FW.PE 92CAN.SIDE 19 GA.GAIV. ROLLER MAGE STEEL TRACK CENTER HINGE O ZO 0 14 G4.X 2-1/s'X t'(STANDARD) 7/o i'USNNUT 1.Bz°DIA X.50"STEEL ROLLERS(STOJ drOWfng no. INSTALLED ON ROLLER SHAFT SECTION B-8 12 GA X 3-s/1s`x I-1/2` OPTIONAL)_ 1.82-DIA.X .50'NYLON ROLLERS(OPTIONAL) FASTENED TO TRA PLATES 275"DIA X .50"STEEL ROLLERS(OPTIONAL) 00-18 W/1/4-20 X 11 TRUSS N0. 2.75'DIA X .50'NYLON ROLLERS OPTIONAL) SLOTTED M.S.&LOCK NUT WITH5"STEM [sheet 2 of 5 POP RIVETS SVW2 2 X 1/8'HORIZ.ANGLE • 5/16'X 1-S/8"LAO BREWS INTO WOOD OR HOR2.TRACK SUPPORT, u 5/16'SLEEVE ANCHORS CENTER SUPPORT READ.ON DOORS SPOT WELDED TO HORI2.TRACK 2-3/4'%5-1/Y X 3'X 12 CA WTI1T 7W0 alEL05 AT 1-1/2'APART 11•� GALV.STEEL - - WITH I-t/4"EMBED INTO MASONRY EX�jEEDINC 8 FT. IN HgGM FIRST AT J`O.C. W � TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKIT II A—- o FASTENED W/(8)P 14 X 5/8'S.N.S. II I CONNECTED TO F1AT1 BR-ET9M'GLE Z _ 2-1/2'%4-1/4'X 13 GA STEEL PLATYS - AND TO SPRING 5/WIFE GUIDE WITH 080 7HK.GALV.STEEL ADJUSTABLE - WELDED TO 1-1/2'X 1-1/2'X 14 G0.ANGLE -- A I (2) 1/4-20%5/8'BOLT&NIR SLIDE FASTENED TO BRACKET FASTENED SO TO TRACK - -- W/5/16-18 X 3/4'HEX FffAO WITH(4) 1/4-20 55.BOLT NUTS -- GRIZ.TRACK LENGTH =OPENING HEIGHT PLUS 12' M.SCREWS k NUTS. 8 TOP BRACKET C (STANDARD) TOP BRACKET 1 14 Ga.GALV.STEEL TRACK 2-1/8'VEX2 AL -n OPTIONAL _ LOW HEADem DOOR SECTION A-A A HORIZONTAL REINFORCEMENT 0 Q D 1/2'X 1-3/4'X 16 GA.FORMED STEEL °8•C GLUED TO PANEL AND FASTENED TO 2'X 5-i/2'X.TEEL y� VERTICAL STILES WITH GALV.STEEL (2)3/16"POT'RIVETS FASTENED W/(4) 14 X 5/8'S.M.S. LTi TOT'ROLLER BRACKET FOR _ LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Q _• • HEIGHT iST 2ND 3RD 4TH 5TH 01 82 83 84 &5 67 68 • • ••• HORI.OMAL•I�NFINtCF3AENT 8'-0"_ 18"N/A 1"TO Y I1-3/4" 23" I 34" 45" 58" 87" •• ••• _ 1/2YX W3/4'•%16 GA.FORMED STEEL _8'-8" 21'18' 18"21"N/A 1"TO 2"11-3/4 Z3" 34` 45" 56" 67" - • • • GLUED WO PANE•AND FASTENED TO .. _ - f•••• VERTICAL STILES WITH 7-0' 21'21' 21'21"N/A T'T13-2;i t-3/4' 23' 34" 45" 56" 67" •• ••• • (2)Nth"PoP4MVET5 7'-6" 18"18' 18"18" 18'1'TO 2"11-3/4" 23" 34" 45" 56' 67' 78-7%4' • • • • JF•••4• tr B'-0' 21"18" 18"18' 21`1"TO 2'11-3/4" 23" 34' 45' S6" 67' 78-1/4' K 1.81 DIA X 5 ROLLER SHAFT C) •• ••• •• •• i GI '-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM 0 M �w ,,,,.,,,1'I•,,,,, x FOR DOORS MORE THAN 8 FT.HIGH,USE ADDITIONAL TRACK BRACKETS AT 10'O.C. 0 1,i M • • BY- icr PRO Ts LLC, c9 a FPS- POLYSTYRENE • ••• •• • PoF o STEEL T2.19'I(BRAC'%.090' 0.: • � STEEL TRACK BRACKETS � ?F� • • - i •• '�4ti A7 m 2-3/18"RICH op W •• ••• �O�_�pQLT�S0C1'ANURATE CONNECTED TO TRACK WITH Q �C)Oo �I • • OF�IISRY�d SJl'F'CF ) 1/4"BOLTS&NUTS. T 03� � • - - • D •, D RTH AMERICA. to _ ... tA 0 •• •••).'; •••• OR.A•p�0-119.04 O Nx • BY'iNSULFOAM LLC' ••• DENSITY-0.92 PCF pqj N.O.A./14-0311.08 ®`\14 GA GALV.STEEL N WW/ 6)1 14 HINGES FASTE5/13- ED SMS MW..024"ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 c $ i WITH PRIMER��O-O� TRACK CONflGURATFON m d �To o BOTH SOB TOP COAT STEEL a A. c o.i N w�aEB�� VERTICAL LIFE HIGH LIFT 57ANDARD LIFT LOW HEADROOM W cox_ 12 GA.GALV.STEEL DOUBLE TRACK BOTTOM BRACKET FASTENED AVAILABLE TRACK OPTIONS W/(4)a 14 X 5/6"SMS g$ ,JAVAD AHMAO f!ROWTCI'Romwopcm N 303 FIA.PEIOS92 f .�4MFlNW 3 CAN. O' BOTTOM SEAL OPTIONS e` i SEE SHEET 4 @ Oi5 a, c4Faee drow'u1g no. SECTION A-A 00-18 sheet 3 of 5 T t 3 4' REINFORCEMENT (X IN. FJORMED STEEL %.058" E /8 X t' IST. SELF DRILLING SCREWS --- #8 X 1' S 1-1/2.MIN. SELF DRILLING SCREWS Z SSrrSS 3/16"'RNOf'STEEL RNETS m I E GIST. N n LTICRIA W/DOME FIFAD 33 MU /16"'RIVE)'STEEL RIVETSd \ I \ AT 4B"O.C. MULTGRIP W/DOME HEAD REINFORCEMENT 48"D.C. AT 1/2'X 1-3/4'X.058' 1/4"DN.LAG SCREWS 1/4`DIA.IAO SCREWS FORMED STE0. O O WOOD I AT 8`FROM ENDS �0 -AT 8" D AND 10'O.C.MAX. iL 1 AND 10'D.C. MAX.X. VPSTRIP ADAPTER—,- ALUMINUM DAPTER ALUMINUM W'STRIP ADAPTER l7�Y q STEEL Q a p RUBBER W'STRIPPINC RUBBER W'STRIPPING .224-050 qJ��-1 .04=0 li ZZ 1j�� { C.e) IS 21 .534 .70Da W eI . .. I I .346 • • •••• • •• V=--1'750—�1 1.780--�1 r � • • • • • BOTTOM SEAL OPTIONS •♦ ••• OWN tAi • • OPTION 'B' + • • • + WOdU BUCK CONIQE•C�Ia11 RO WOOD SUBSTRATE (WOOD SPECIFIC QRAVfIY SG-0.65 MIN.) o •• •+e nON ME11 j" jM ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT 0 t • Poo* �UCT RES•WOFETHODS ARE FOLLOWED NO ADDITIONAL CALCUU1nON5/DE9GN q e • UIRED FOR�Pyi�1O GARAGE DOOR ANCHORAGE. ¢ Y ••• F II RAf APPROVl�1�1 illE#M[NO OFFICIAL UPON INSPECTIOWITH NO ENGINEER OF .RECORD.INSTALLATION MAY BE ANCHORS —__ANCHOR CTURESPACING .__._ Z 1'-Z • • +"YI•• ••1• STRUCTURE EMBED SPACWG EDGE DISE. L� 3 8 HlC SLEEVE BY Han CONC. 11-114- 8• 3- 3/0- ' J N T D •• ••• 3 B'CONFLEX BY'ElCO' BLOCK 2" 3-3 4" • • • •+.••• 3/r DYK48OLT BY'RW' CONC. 1-1 2 8' _ 3-3 4 p It y • 5/18'X 1-5/8' STEEL STRUCTURE BY OTHERS 3 POWER-BOLT BYCONC. 2" 8" 2 F •• ••• •++• 000009 MBY UST E LOADS IMPOSEDR SYSTEM 11• 3-1 2 U p Z LAG SCREWS 3 8 SLEEVE-ALL BY SIMPSON CONC. 1-1 2 • • AT 8'O.C. V1 m p •••• • •e CONCRETE 1'e= 3000 PSI MDI, 01 w • • • • C-80 GROUT FILLED BLOCK/'m 2GOD PSI MIN. A{ •• WITH OVL R& Il F PRESSURE WOOD JAMB$WHICH SHALL BE ANCHORED TO y�' AT 12"0 C.MAX 0 GROIITW REMFO ONC.COLUMN WITH " EDGE DISI. _ �I TRACAN BY'ELCO'WITH SPACING OF 8'O.C.INTO GROUT FILLED BLOCK WALL.,WITH 2-1/4"MW.EMBED 8"O.C.INTO 3000 PSI CONCRETE.WITH 1-3/4'MIN.EMBED 2'MIN.EDGE DISTANCE 1 1-1 4'X 2-1/2"X 14 GA re a +74•TAP 1-1/2' 1-1/27 CON STEEL ANGLE 1-1/z" >_'F IT O.C. INTO GROUT FILLED BLOCK WALL.WITH 1-1/2'MIN.EMBED 12 GA. GALV.STEEL 8`O.C.TWO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED --- - [g5 J'MIN.EDGE DISTANCE FIAT BRACKETS DOOR LONG 2-1/8'% 1'% 14 GA S 1/187 X 2-1/2 AT 12'O.C.IN DOOR OPNG. CALV.STEEL nucK 3/B'CONFIEX BY'ELCO' FILLET'1hL AT 18"O.C.ABOVE DOOR OPNG. —FASTENED TO TRACK PLATES m$ 8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2"MIN.EMBED AT 12'O.C.MAX CONNECTED TO CONT.ANGLE W/(2) 1/4-20X5/8'TRUSS HD, B"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.8 LOCK NUT 3-3/4'MIN.EDGE DISTANCE ci + CONTINUOUS ANGLE TRACK REVERSE TRACK SQNTMUOUS ANGLE TRACK o 348'LOT BY'RW'WITH SPACING OF TO WOOD BUCK TOSTEEI, TO ON.RETc ANO 1 D -K 18'O.C.INTO 3006 PSI CONCRETE,WITH 2-1/2`MIN.EMBED - 3"MIN.EDGE DISTANCE 3{87 HLC SLEEVE BY ULn'WITH SPACING OF ALTERNATE TRACK INSTALLATION,, �---� O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN,EMBED AND 2-1/27 MIN.EDGE DISTANCE Em4N JAMAD ARM PREPARATION OTH OF JAMBS BY ERS FAL PE�7o5s2 PROEN14TR8NEWRD �� FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY CA,N. Code 1 1111114111111 ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED AoaK•beeM BY DOOR SYSTEM. $ $ FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY ZO'Fj BUILDING OFFICIAL UPON INSPECTION. drawing n0. MAXIMUMEXTERIOR(+)LOAD PER JAMB (18.18'X 56 PSF)/2 4525 Lbs per FL oo� MAXIMUM INTERIOR(-)LOAD PER JAMB=(16.16'X 64 PSF)/2-517.1 Lbs per FI. sheet q O1 5 • T *PLASTIC COMPLIES WITH DOOR PANEL CHAPTER 26 OF FBC T 24 GA.(.024)STEEL MW. SEE EVIDENCE PAGE 1.765 1.7Bs ~ 7/18'DIA,WASHER 1.144 ' I L OG n I8 X 3/4'BMS 21 3/4' � ~ T •J/8'FROM ENDS MAX. .176 I-- .800 �j li AND 7'O.C.MAX. WDW.WIDTH <p * EXTERIOR FRAME * INTERIOR FRAME 0 (4)#8 X 3/4'SMS 'a= c 1et/8' RIGID PVC ONE PIECE INJECTION RICID PVC ONE PIECE INJECTION !`$ e 1-3/8'FROM ENDS AND 8-1/2'O.C.MAX. o 29 •• • • �I�I • • A i B � :i :i � 'i ; • • • i : X175 X 162 DEEP ' GROOVE ov* •• • • ••Itl S'4' NATE LEXAN �� / r��,r• Ix Ll• •u o � �I�i�II jdA • y r Ld • INNOVATIVE PLASTICS' 60717.01 • • • oboe ul e0 • O Mvi Nu~S n1 cn II11 L A, .175 X.062 DEEP GROOVE (a)gB x 3/4•SMS INSIDE ELEVATION a • 1-3/e'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS AND 6-1/2'O.C.MAX. ro$ $ $ C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION O 88%3/4'SMS O j I,I I e -1/FROM ENDS GROOVE X.082 DEEP AND 4-1/2'O.C.MAX. GROOVE o m 3 m 8 I J #8X3/4'SMS •3/8'FROM ENDS - __ Engr.JAVAD AHMAD AND 7'O.C.MAX. r- __ -- g 7/16`DIA.WASHER - _ _ _ _ _ __ _ _ _ _ _ _ _ _____ __ 6 -- nx PECA 3SJ 2 eoo••Is61s•tl��Fl•ide �' 1 DOOR PANEL Ap7f�l�No '� 24 GA.(.024)STEEL MIN. EXTERIOR —� DOOR PANEL 15/18'MIN. D.L.OPG. drawing no. 24 GA.(.024)STEEL MIN. GLUNS BRE v 2U15 1 00-18 WINDOW WIDTH sheet Sof rj