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WS-15-537Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-229974 Permit Number: WS -3-15-537 Scheduled Inspection Date: April 01, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: HADDOCKS, MADELIENE Work Classification: Window/Door Replacement Job Address: 9234 NW 2 Avenue Miami Shores, FL Project: <NONE> Phone Number Parcel Number 1131010331060 Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 tsuna comments REPLACING 12 WINDOWS AND 1 DOOR WITH IMPACT ------ _.......... INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. March 31, 2015 For Inspections please call: (305)762-4949 Page 12 of 36 BUILDING Miami Shores Village Building Department MAR 12 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 -1�^ INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 A® Permit No.0-6 IS— 53: " PERMIT APPLICATION Permit Type: BUILDING Master Permit No. ROOFING JOB ADDRESS:' ] Z_'1-1 IJ �-L-' '-4 C-(- City: iCity: Miami Shores County: Miami Dade Zip: 1'J I sf ") Folio/Parcel#: l 'J 0 Q 0�5 0( n C"~ Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): I :j6(r (-i r --C JC:LOC Phone#: Address: �1 Z, aJ �� 4J` > c� C" City: u' G 1�L > State: Zip: 8 Tenant/Lessee Name: Email: CONTRACTOR: Company Name: FL. HOME IMPROVEMENT ASSOC. Phone#: 954-792-4415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip. 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone; State Certification or Registration #: CGC061890 Certificate of Competency #: 954792-4415 Contact Phone#: 954-792-4415 ext 243 Email Address: PERMITS@FHAPRODUCTS.COM DESIGNER: Architect/Engineer: GARY McDOUGLE Phone#: 561-752-5440 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition OAlteratio _ ONew 'Q�tepair/Replace ODemolition Description of Work: Color thru tile: Submittal Fee $ ermit Fee $c2 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is ued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signator Signature 01tv, Owner or Agent VOCContractor The foregoing instrument was acknowledged before me this O The foregoing instrument was acknowledged before me this day of PW -CH , 20L5 -,by O�==uOJE HDOCOLk5 day of OWE -12015- , by WAYNE T. BURNETT , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY , �IC: Sign: Print: -CARbtTNA RTI N EZ My Commission Expires: APPROVED BY 23 Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) as NOTARY -FU Sign: L moi'" Print: CARO INA MART My Commission ; and who did take an oath. upp"l `p, ttt Ara tJCi � D�m� 23�a EX��M�pubS� 6� Zoning Clerk Property Search Application - Miami -Dade County Page 1 of I OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: E 11-3101-033-1060 Property Address: 19234 NW 2 AVE Owner WADELIENE M HADDOCKS Mailing Address 19234 NW 2 AVE $115,342 !MIAMI , FL 33150-2264 u_FTm Primary Zone 10800 SGL FAMILY - 1701-1900 SQ Primary Land Use 10101 RESIDENTIAL -SINGLE $9601 FAMILY : 1 UNIT Beds / Baths 1 Half 13/2/0 $277,706 $220,041 Floors 1 Living Units 11 Actual Aream Taxable Value Living Area !Sq.Ft Adjusted Area 1,530 Sq.Ft Lot Size 2 12,810.45 Sq.Ft Year Built _. 1939 Assessment Information Year 1 20141 2013 2012 Land Value 1 $173,012 $115,342 $92,685 Building Value $103,734; $103,734 $116,046 XF Value $9601 $965 $1,226 Market Value $277,706 $220,041 $209,957 Assessed Value $105,1056 $103,552 $101,822 Benefits Information Save Our Homes jAssessment Cap ;Reduction Homestead Exemption Second Homestead lExemption Senior Homestead ExemptionN� Long -Term Resident Exemption Senior Note: Not all benefits are applicable to all School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10 39 20141 20131 20121 $172,6011 $116,4891 $108,1351 $25,0001 $25,0001 $25,000 $25,0001 $25,000' $25,000 $50,000 $50,0001 $50,000 $3,552 Values (i.e. County, Generated On : 3/2/2015 Taxable Value Information 2014 2013 2012 County �^ Exemption Value ~WN $100,000 $103,552 $100,000 Taxable Value w $5,1051 $0 $1,822 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $80,105 $78,552 $76,822 City Exemption Value _ $50,000 $50,000 $50,000 Taxable Value $55,105 $53,552 $51,822 Regional Exemption Value $50,000 $5 10,0001 $50,000 Taxable Value $55,105' $53,552 $51,822 Sales Information Previous OR Book- i Sale Price Qualification Description 1 Page 12008 and prior year sales; Qual by 11/01/1985 $70,000 12711-2404 texam of deed 04/01/1982 $64,000! 11454-0740 12008 and prior year sales;, Qual by a exam of deed 12/01/1978 1$60,0001 10254-1351 12008 and prior year sales; Qual by exam of deed LOTS 1 & 2 BILK 135 LOT SIZE 104.150 X 123 OR 12711-2404 1185 1 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/Iwww.miamidade.gov/info/disclaimer.asp vo http://www.miamidade.gov/propertysearch/ 3/2/2015 From:Jennifer Placa FaxID:John Galt Insurance Page 2 of 2 Date:3/12/2015 10:12 AM Page:2 of 2 FLOR105 OP ID: JP .4� a►� CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDNWt7 03/12/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER The John Galt Insurance Agency 6300 NW 5th Way, Suite 100 Ft. Lauderdale, FL 33309 Graham Troyer CT PNAME Graham Troyer c No E :954-281-7070 AIc No: 954-281-7090 EMAIL s: INSURERS) AFFORDING COVERAGE NAIC S ACS0000154 INSURERA:Scottsdale Insurancelindemnity 02/28/2016 INSURED Florida Home Improvement Assoc Sylvia o -Admin 4070 SWW 30th30th Ave INSURER B: Scottsdale Insurance/Indemnity INSURERc:Appalachian Underwriters, Inc. INSURER D: Fort Lauderdale, FL 33312 INSURER E GENERAL AGGREGATE $ 2,000,000 INSURER F Emp Ben. $ excluded COVERAGES CERTIFICATE NUMBER: REVISION NUMBER• THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. gEXCLUSIONS IN TYPE OF INSURANCE D POLICY NUMBERPOLICY EFF (MMMDEACH MOLICY XP LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR ACS0000154 02/28/2015 02/28/2016 OCCURRENCE $ 1,000,000 PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ excluded PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ® JECT LOC ROTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS- COMP/OPAGG $ 2,000,000 Emp Ben. $ excluded AUTOMOBILE X LIABILITY ANY AUTO ALL OWNEDSCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS COMBINED SINGLE LIMIT Ea accident $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ $ B X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS MADE AXS0000376 02/28/2015 02/28/2016 EACH OCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,000 DED I X I RETENTION $ 0 $ C WORKERS COMPENSATION_ AND EMPLOYERS'L[ABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICERIMEMBER EXCLUDED? Mandatory In I(f yes, describe under DESCRIPTION OF OPERATIONS below N I A 19609402-15 02/28/2015 02/28/2016 STATUTE ER E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE- EA EMPLOYEE $ 500,000 E.L. DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) License # CGCO61890 Miami Shores Village 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, N0710E WILL BE DELIVERED IN ACCORDANCE WITH 711E POLICY PROVISIONS. AUTHORIZED REPRESENTATNE V ly1fS--1U14 AGORU GORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Aonlicant 9234 NW 2 Avenue 1131010331060 Miami Shores, FL Block: Lot: MADELIENE HADDOCKS Owner Information Address Phone Cell MADELIENE HADDOCKS 9234 NW 2 AVE MIAMI FL 33150-2264 Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792-4415 e of Work: REPLACING 12 WINDOWS AND 1 DOOR WIT of Openings: 13 iitional Info: ssification: Residential inning: 4 Fees Due Amount CCF $9.00 DBPR Fee $3.45 DCA Fee $3.45 Education Surcharge $3.00 Permit Fee $230.00 Scanning Fee $12.00 Technology Fee $12.00 Total: $272.90 Valuation: $ 15,000.00 Total Sq Feet: 00 Pay Date Pay Type Amt Paid Amt Due I Invoice # WS -3-15-54762 03/27/2015 Credit Card 03/12/2015 Check #: 2271 $ 222.90 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the is uance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in s/ rl conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I as ne responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTIjICA UMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDA T I I that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z I t rmore, I authorize the above-named contractor to do the work stated. March 27, 2015 Uwner / Applicant / Contractor / Agent Building Department Copy March 27, 2015 1 i FHA 'DIAGRAM SHEET vasa �r r ass�art NMASU Mn:m MEASURE DAn ilJ5T0&lER'S X{t►tWE #maw WE1MB£R ' TYPE OF PROPERTY ROOF Ha fiT FLUOR A1{iM8€R TOTAL OF FLOORS AZA .� .kwat..w8r. a.^y,:.>�•y f'k!ri-+.-f_—._.-._. •+•+4 Ti v.:tV ,_•1•.r vi'nj_ low __ _ t •:_ - _s��..;.n-19 rf.� _ • gyp..- 1 _ . ^•t. .1..,.-a «.,...,.•:..__ _ ..,•2 _. , .— r, -,L fi .�:s.•.:...:.. _ b �'�' ry.--�+..p.��-.'YS•a-.. �i rS-. ..�s.,i.: .•-�w:.»�a.�.._. _ _,C.t_ .;;._ .` ' s.,,?_..�_...>; r•e y'. ,•ate::. - - ° r { i. a q+-••::•'•.« �'� I -•{@e'yVvr�"�_�`++r+,a,.n.wa.-,•_.;-J _..�.�v:+.:r - j• t � i .S. .r .. a ...1 i •_ _ .. ..^`�... .V•• K: -•Y ..... ''•_1-r•.'%:l"_.� f ..« a.i -u e•.a.l.�.."��'•�`+Si ...-. ��f -• _IA t -. ,. .ir.-.. .... - ti ��-+'•. ;-t^' < _«.'i:ra:�._. ._-.... r•+r.�r...i•_. `. -r_ _ •S- 'n_.F. Yom; � F a' i .' ` . .' ' ' � . �. '° i..... .... •.._. .' . : � :. _• `. _ _"._ 7=1:... 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Yes ! No 1 WINDOW FL13010A +67.5 -67.5 +40.1 -43.4 63 x 501/2 NO • • • • :NO • ' YES • • 2 y FL16736.1 +60.0 -60.0 41 . 1L 351/2 x 491/4 y •ese88 -.. . 8 8 8 : 8 . y •8000 41 3 .J. .L .L y y -53.6 y y sees e y 8888. geese 466* 5 FL16177.1 +70.0 40.0 -43A 35 314 x 50 .�. 00 • • • • • • .y sees �, .' 6 -53.6 35 3/4 x 49 �. • • y • • • • 0888 7 ., FL167XI +60.0 -60.0 35 31.4'x 36 3/4 .(. " .L .' :' 8888. 8 y �• •� .� y 35 314 x 48 7/8 y y 9 -43.4 35 314 x 50 318 10 ,b .I. J. y J• J• y .� .I• .r, 11 FL16177.1 +70.0 -70.0 36 x 37 3/4 12 DOOR FL11103.2 +60.0 -60.0 y -53.6 721/2 x 80 .1. .� •L 13 WINDOW FL.16736.1 -43.4 35 7/8 x 501/2 E t FImida Mdirg Cq& Oaliw hupJ/www.floridabuiiditig.ozgfpr/pr._app 0.aspdpmtrwMVX., Product Manufacturer Custom Window Systems Inc. Adds/PhorreJEmail 1900 SW 44th Avenue' Ocala, FL•34474 (352) 368922 Ext 207 mlafegrbQcvVs4x Authored Signature Michael LaFevre mh7lbvre@CWs= Technical Represemative Brian Terrace Addrew/Phone/Finail 1900 SW 44th Ave. Ocala, FL 34474 (352) 366-6922 Ext 291 btenarn@rows.ce Quality Assurance Representative ]eif Thonrpsm AddreWhone/Email 1900 SW 44th Ave. Ocala, K 34474 (352) 368-6922 -Ext 221 ,g'irmnpson@cm.oc Categoric Wlrldows ..' 5ubrao2gory Fixa ed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Protiesdonal Engineer Evaluation Report - Hardcopy Reoeivd Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida Ucense PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Dais 07212020 Validated By Steven M. Uridr, PE Validation Checkif:+t - Hardwpy Reca9ved •• ••• • • • • • •• Certificate of IndependenceF�13010 tt] COI 13traiRerfQWg-4 st 3Glr� 944& it, •• ••• •• • • • •• Referenced. Standard. and Year (of Standard) AAlY"DMACS6/10&W.21A4.4k.*S• zoos • • ASTM E 1300-44 • • • • • • • • • • 2004 ASTM E1886-05. • i • • • i • • • i i 2.095 ASTME1996-W.i i• ••• i• i•• ••• 2002 PA TAS 201/202/203 1994 1 nFR • • • • • • • 606 0 0 • ••• • • 0 • 0 7114hAll71n-.02 AN Florida. Building Code 09= Equivalence of Product Standards Certified By Sections from the Code Pr0duCxapproval Method Date SubmRted Date Vaiidated Date Paneling FRC Approval Date approved W:/JwWW.1OIlddmH 01'&*'/pi qp 4:TA2pm=rwGrE x, Method i Option D tz/si/zoss -1z�16/2a1s 13/21/2011 01/311201-2 FL * Model, Numb= or Noun 13010.1 PW -8150 PVCFixed Window Lpmda of use Approved for use In HVHZ: Yes Approved far um outside HVHZ: Yes inapaiM Rem Yes ' Design Pressure: +75/-75. Other. PW -8150, 36" x 72"; DP = +/- 75 psf. Large Missile Impact. Deacr�on PW -8150 PVC FlgMn Fixed Window, 36" X 72 Mbsranation Imistr utions 3010 .1 H CWS-I33ASPW-8150.36x72. IMPACT2.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes EvalusHon Reports ' FL13010-R1 AE DuPont 1W6 HOA 11-0624 Qi.Ddf ELLVIO Rs AE £Lal CW 33A (IrW-81 rj0. 36x72. IMPACT).odf FL13010_Fi? _AE_H1kjM„INQA11-0830 09.odF Caroted by Independent: Third Party: Yes 13010.2 PW -8150 PVC Fixed Window PW -8150 PVC Rg/Fn Fixed Window, Contimious Head & Sill. LImRs of use Approved for use in HVHZ: Yes Approved for use outside HVHZ.- Yes Impact Resistant: Yes Design Pressure: +67S/-675 Other: Large Missgle, Dp = +/- 67.5 psf, Max. size 74 1/8' x 72". Outer Irm must be safety glass above 30 ft. In HVHZ- 130103 1 PW -8300 PVC Fixed Window Lhnits of Use Approved for use in HVHZ• Yes Approved for use outside HVHZ: Yes impact Resls 21h Yes Design Premane: +70/-70 00mr. PW=8300,120" iC 48", DP a i/- 70 pSF. Lange midle Invatt. 13010.4 l PW -6300 PVC Fixed tAfindow himmr06 use Approved for use in HVHZ: Yes Apprrnred-tbr-am auislde HVHZ: Yes impact Resistant- Yes Design Pressure: MIA Others large MiWle ImpaM See Installation Drawings for Max. siae and DP's. 7nf2 Installation InskrucCl ons EL13910 11111 CWS-51,8A(M-810, 7axn, CmtHdSI, Verified By: Lucas A. Turner 58201 Created by Indeendent Third Party: Yes Evalumbon Reports FL13010 R2 AE DuPont WS NOA 11-0624 Oi,or}F FU3010_R1 AE_EvalReo CWS_ -S10A (PW -9150, 74x72, ContHdSI, IM FL13Q Q RI A£ Miknm HOA 11.0830 09.DC1F Created by Independent Third Party: Yes PW -8300 PVC Fixed Window, 12W x 46". I allattlon Instriwtiorts FL13010 Ri_3LCWS-373A (PW -830D. 120)48.. IMPACT). Verffied By: Lucas A. Turner 58201 Creat pd by Independent Third Party: Yes riraluation Reports FL13010 Rl AE Mfta SGP NOA 11-0624 02 acff Fl�301Q Ri EvalReo CM -S --373A [PW -8310. 120x48. IMPALT),Ixif Fi13DIQ R1 AE Mlkron HOA 11-0830 09.DCW Created by Independent Third Party: Yes •• ••• • • • • • •• pW-"in rNfC R.;R mL.iriM"- • • EU3010 111 II CWS IMS (PCT -8300. IMPAM.odf Verified -Gy: turtle A.iurner 58201 Created I Independent�Ti0ir•d•Party: Yes 0 • O -062 FL13 0 .A D rrt -0621 tlz.Ddf • •• •• • • • •• •• ••• • • • •e• • • '711AI?n11 1n -41z aA t -j" t • • • • • • • • •• • • ••• ••• ••• • ' �saaae ' 03:•�7::alu�t3.rJ �A ma petrtm eeegd A � vav s� eat saaesane Aue aaal mA 1 yew Aq is aa�0 Aq �F? UazamaoV ' n w aea� >��aaF�ac�a9�+demesaWua�WF�sSa�SaW++�maR�e� nPnoAdi'sF+��Qea�'"'g�Nokl�afl ® l—i SDA :wed PJR! IliaPuadaPaI M Paa=J OE80-EE VUO-IMIN ar E21 T Lucas A. Turner, PX, MB.A. Evaluation Report 159B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 14, 20i 1 Product Description: Series 8300 PVC Fbwd Window, Large Missile Impact 48" x 72" unit size DP55 or 72"x 76" unit size DP67.5 1Vlamufactnrer. Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Prod* Approval Rule Chapter 9N-3.005,(4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida. Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Docamentation: 1) Approval drawing CWS -159B, signed and sealed by Lucas A:Tumer, P.E. on 12114111. 2) Test Reports NCTL-210-3530-1, -IA, 2,. and 2A, and NCTL-210-3672-1., -1A, -2; and - 2A, from National CcMfied Testing Laboratories, Orlando, FL signed and sealed by .Gerard L Ferrara, PM - a. Testing Perfomied: AAMA/VVDMA/CSA 101/i.S.2/A440-05, ASTM E188611996-02/05 and TAS 201, 202, 203 1994 3) Supplemental Calculations to support CWS -159B, signed and sealed by Lucas A. Turner, P.E. on 12114/11 Installation: Units. must be installed according to approval document CWS -159B. Limitations of Use: ' This product: • May be used in 0 configuration in sizes up to 48" x 72" unit size at design pressures of +1-55 psf, or in sizes up to 72" x 76" unh size at design pressures of +/-07.5 psi, with maxglass daylight sizes as shown in CWS -159D • Is large"missile impact msistant and does not require the use of shutters • May be used in the.High Velocity Hurricane -Zone Requires glazing as shown in CAIS -15.9B, with Dupont SentryGlas Plus Interlayer per Miami Dade N.OA.11-0624.02 in DP67.5 units or Dupont PVB Interlayer per Miami - Dade N.O.A.11-0624.01 in DP55 units • Requires outer lite in LG. to be safety glass when used in HVHZ above 30 ft of grade • Requires Milcron rigid PVC frame extrusions per Miami -Dade N.D.A.. 11-0830.119 Certification of Independence: - I do not have, nor do I intend to acquiwre, nor will I acquire, a financial inter A in Custom Window Systems or in any coriapany manufaetari ng 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 1he.te•stin•g or aaroval process of this product. :.... . • A � ••• • Lucas A Tuner, P.E 2011-12-1411:08-05:00 ��• . 12/14/11 i.;6c as A. Turner, P.E. FL PE #58201 • 49114" MAX;OVERALLFLANOI WIDTH 43" MAX UNIT WIDTH 45 if GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATION$ ....... i ANCHOR SCHEDULE & NOTES ............ 2.3 SHAP EB....................................................4 GLAZING......................................:..:.........5 SECTION VIEWS ............. .......................6 EXTRUSIONS & B,a%............................7 INSTALLATION DETAILS....................8 9 73 .7.3 V4" MAX OVERALL FLANGE WIDTH 72" MAX UMT WIDTH Es LaomA.Tmrw,P.S.. 2011121411:0"&00 'Z�r_ PwRmTmyAwcmmewnm_ 17J14111 � BYeTE416, rM1IC.'NS✓R2PROD1.17CN RZ PART CRAYW wAVVAmVaTN0UTTHF t rgPROKBnw. FVC IMPACT REQUIREMENT;. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANp MANUFACTURED TO COMPLY.wrrm THE FLORIDA BUILDING CODE, CURRENT EDITION, •2. GLAZING OPTIONS: (QEE SHEET Ba 3.00NFIGURAMOR. FDM LITE M 4. DESIGN PRESSURES: -NEGATIVE OESIGN-LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1=. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E -I=, 5. ANCHORAGE: THE 33 im STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS FACTOR 6 WAS USED FOR WCT. SEE SHEETS " OOD ANCHOR CA CALCULATN OF -TAIL. IONS. LOAD DURATION S. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7, ALL FRAMES FULLY WELDED. & REFERENCE TESTREFORTS: NCTL-210-35304,,1A, 2, 2A, NCTL-210-38781, 1A, 2, 2A 4.SERIES !•MODELDESIQNATIONPW-MM. 10, 1R OR25 WOOD BUCK OR STUD FRAMING TO RE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIS(uTY OF ARCHITECT OR ENGINEER -CF RECORD. Ne 88201 1900 SW 44TH AVE. } s OCALA, FLORIDA 24474 E• ENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT IT TR. HTATS 011 Fu10 C r' w. 1— n v' -. 6(0812007 PVC F'DCED Lars NT:3 70cLNB-169 TPRAIL %41 � 140milli V. 1.e : 13 40F4 MAXUNI i ! Cad HEI MT • • •• AM •Heir t$� • • •••• Noes: • • ••••••• •••• •• •• •••••• • • • •••• •••• • • • • •••• TABLE OF CONTENTS GENERAL NOTES & ELEVATION$ ....... i ANCHOR SCHEDULE & NOTES ............ 2.3 SHAP EB....................................................4 GLAZING......................................:..:.........5 SECTION VIEWS ............. .......................6 EXTRUSIONS & B,a%............................7 INSTALLATION DETAILS....................8 9 73 .7.3 V4" MAX OVERALL FLANGE WIDTH 72" MAX UMT WIDTH Es LaomA.Tmrw,P.S.. 2011121411:0"&00 'Z�r_ PwRmTmyAwcmmewnm_ 17J14111 � BYeTE416, rM1IC.'NS✓R2PROD1.17CN RZ PART CRAYW wAVVAmVaTN0UTTHF t rgPROKBnw. FVC IMPACT REQUIREMENT;. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANp MANUFACTURED TO COMPLY.wrrm THE FLORIDA BUILDING CODE, CURRENT EDITION, •2. GLAZING OPTIONS: (QEE SHEET Ba 3.00NFIGURAMOR. FDM LITE M 4. DESIGN PRESSURES: -NEGATIVE OESIGN-LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1=. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E -I=, 5. ANCHORAGE: THE 33 im STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS FACTOR 6 WAS USED FOR WCT. SEE SHEETS " OOD ANCHOR CA CALCULATN OF -TAIL. IONS. LOAD DURATION S. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7, ALL FRAMES FULLY WELDED. & REFERENCE TESTREFORTS: NCTL-210-35304,,1A, 2, 2A, NCTL-210-38781, 1A, 2, 2A 4.SERIES !•MODELDESIQNATIONPW-MM. 10, 1R OR25 WOOD BUCK OR STUD FRAMING TO RE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIS(uTY OF ARCHITECT OR ENGINEER -CF RECORD. Ne 88201 1900 SW 44TH AVE. } s OCALA, FLORIDA 24474 E• ENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT IT TR. HTATS 011 Fu10 C r' w. 1— n v' -. 6(0812007 PVC F'DCED Lars NT:3 70cLNB-169 TPRAIL %41 � 140milli V. 1.e : 13 40F4 E.° MAX O'YP) 4• MAIC JC MAX O.C. (IYPI 4" MAX M O.C.' 8` MALS A M NOTE 2 BEE NOTE 8 (Typ) I I&wx0.G I WMAX 0.0 $N TALLATION ANCHOR (TY) a9rALLATION F1' BI I f.B 0 . t a �J A 0 • • • AMCOR AY T- • • • LAYOUT- NMI • • ICHOR (RLANOE) u u ter roro n • • • • • : • • • • T?:R�J FTLIME(W81!•� CP N'UQQOPEWINIlj � pp 0000 • • • • • 0000•• goes ONOTES: • •••••• • 1 INSTALL ONSATNCHDR :TEACH W�%a V14! ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED OP. SM SHEETS 2-9. SILL ANCHOR SAME AS HEAD, • 0000 • •• 000000 ' 2ASHIM AS REQU AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAK ALLOWABLE SHIM STACKTO BE 114. USE SHIMS W145RS SPACE GREATER THAN itlW tS PRES bI •••• • 0000 • 3 LO b e e CIgS UtTW OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. • 4.3'DW ELCO TRACON MA8 YI 1jORB MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 IAC' INTO MU180NRYTHRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM Ebbe DISTANCE OF 21iC SHALL BE • • 0000 •• •• 0000••• •6.010 WOOD S(VEW A10HORS MUST BEO F SUFFICIENT LENGTH TO ACHIEVE A MRN, EMBEDMENT OF 1 W' INTO 2 BY WOOD BUCK OR PRAMING, A MuWMUM EDGE DISTANCE OF 7l&" SHALL SE ACHIEVED IN EITHER DIRECTION. • AQVOOD SOR" "HORS mu%d OF VJFFICIENT LENGTH TO ACHIEVE AWN. WBEDMIENTOF I VT INTO 2 BY WOOD BUCK FOR FIN INSTALLA110N. A MIMMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. T. ALL INSTALLATIDM&W%OR3 MUST BE MADE OF OR GATED WITH A CORROSION RESISTANT MATERIAL OR COATING DISSIMILAR MATERIALS OR MATERIALS IN CONTACTWRH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION, B UPDATED PER 2010 FBC i2I6t201't LUCAS A. TURNER FL P.E. 68201 A UPI)ATED ER MEW FBC REQ IR VENTS 1710712 A. INSTALLATION ANCHORS SHALL BEIM ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALT. NOT BE USED IN SUBSTRATES .WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW rRE�8. }�yrR INSTALLATION ANCHOR CAP40MEB FOR PRODUCTSHEREIN ARE BASEb.ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:,ml�t>RS A. WOOD SPECIFIC GRAMYOP G=D.66 (SOUTHERN PINE OR GREATER) �P -MINIMUM &.CONCRETE - MRAMUM 061APRESSIVE STRENGTH OF 3,200 PSL .?, No $8881 li-p :1800 9W 44TH AVE C. MASONRY - STRENGTH C'0►NFORMANCB 70 ASTM CSO, GRACE N, TYPE 1 (OR GREATER). * j OCALA, FLORIDA 34474 RIM ANCHO S HEDULE & NOTES -LARGE MISSILE IMPACT 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANC5 wZ '0d BTAYB OP yt# OF INSTALLATION $HALL BE Dptt}}NE BY OTHERS FOLLOWING THE CURRENT • • fi ku. 8300 ✓9!0612007 4 R1Q.• VERSION OF THE REFERENCE vAiAMk N72MFLAN(4E WINDOWM), Ti a $ I IIT p �3R � p �°ta +c`1n ! NAL PVC FIXED LITE NT$ FMAtWDMAAWA 1260(BOXWINDOW FMAIAAMMMA30($EXfERIORDO0R8). ' CW9-169 A r�Np�ana�cNoccu?on�mNoowaYa ?sARr .mc.rerxoH�ircw Jr �° nrur�t+�� ': g• xOP9 • e Max.—�•- •�•--•� — 7 SW vc 0.0. ffw.l /—, BEE NOTE 2 V1 MAX - 7878° MAXIMC• (TYP.) i6la0.tNOF�., / ••• •• •• 0000•• _ , • • • •• 1 ••• 6600 • • ' • 0000 • B UPDATED PER 2010 FBC LUCASA. TURNER, NL RE,a2G1 _JAI UPDA R IVEW FBC REQUIRE IE!` p ttNORE"rrkA ash. r. �''•.tiq�y� • wTNoo� ns No MCI gas 1000 SW 44TH AVE. * i 3 CALA, FLORIDA 34474 `$ ; 5 'I M - ANCHOR SCHEDULE - LARGE MISSILE IMPACT ' 9 $TATA OP s/Os/2�7 PRopleEYaRr alta oRnoeNrlu 8300 . , ... . TM INFOR6AVONtOW7 NW M THS DRZANo2 M THE= PROMMOF evirm, �jr+4i�s •�..... ,V��^+' •p�GF LRE "CW8-188 WR�ENN MIAS CP -1 C�QM VviiN�caw SYs NS. WC, M pROHRITSIX. �� t=/� th111i,Si�ttT�' B e 3 0P 8 • ••• • • •• Ross: •' • • 0.000• 1 ••• • • • • • •66••• 1 1 9 6•••• • •• 06 ftkft • • • • • 1 • • • • • • • • • • • • DR L%LAN.%• c'm 6Nasvo-r r QP8 •••••6 • • H•B7.1 DP • • • 6••• 000 • • 80.066 • i6la0.tNOF�., / ••• •• •• 0000•• _ , • • • •• 1 ••• 6600 • • ' • 0000 • B UPDATED PER 2010 FBC LUCASA. TURNER, NL RE,a2G1 _JAI UPDA R IVEW FBC REQUIRE IE!` p ttNORE"rrkA ash. r. �''•.tiq�y� • wTNoo� ns No MCI gas 1000 SW 44TH AVE. * i 3 CALA, FLORIDA 34474 `$ ; 5 'I M - ANCHOR SCHEDULE - LARGE MISSILE IMPACT ' 9 $TATA OP s/Os/2�7 PRopleEYaRr alta oRnoeNrlu 8300 . , ... . TM INFOR6AVONtOW7 NW M THS DRZANo2 M THE= PROMMOF evirm, �jr+4i�s •�..... ,V��^+' •p�GF LRE "CW8-188 WR�ENN MIAS CP -1 C�QM VviiN�caw SYs NS. WC, M pROHRITSIX. �� t=/� th111i,Si�ttT�' B e 3 0P 8 FULL -0 • � __%fiZCtE ••• • • • 7 -- - N -o �- - • NOTES 1, SEE SHBBTB FOR DETAiLED.ANCHOR INSTALLATION REQUIREMENTS 2 OVER4 "R'MUST NOT,EXCEED THE MAX WIDTH AND HEIGHT OF RECTANGULAR WINDOWS BASED ON DP REQUIRED FROM SHEET 1. S. ANCHOR SPACING FOR ARCHiTECTUAL FLAN(3e'WPIDOW5 MUSTFOLLOW NOTE 1, SHEET$ ' ' FULL EILiP�p.t"OYAL'7 xz PPOPWARYAROComfffimt IV14111 THE WOWAMOH COWARJF.O MTK9 DWWR7018hIBBOLB PF.OaCR1YOP OVSTO{d vmmmsyayg L HPER SBI6 dFCUSTOGIV w8Y8TEENf8. 0.:•O. PR KS GLASS IZE TYPE W x H DP +/-56 A, B 48 X72 nP +/-R7 A C. n 72 7R 1" WE,*PAL V OVERALL 1" OVERALL t" ovcRALL 3116° HPATBTRENOTH SMW TEMPERED 3/1B' AN SW AIRSPACE 3B" AIRSPACE 112" AIRSPACE 1r2" AIRSPACE E/18° LAW CLASS• B/ILA BMS- LAMI OLA88 XII' HEAT STRENGTH 8118" HEAT8TRENGTH 1f8" AN14MEO m SENTRY GLASS TONOPLAST IWERLA .M SENTRY GLASS IONOPLABTILfTM AYBR t/18• WPDNT PVS OVTERLAYER 8M8° HEAT STRENOTiI 81.18• HEAT STRENGTH .090 DUPONT PVB INTERLAYER 118" ANNEALED 8 PURFECT GLAg•°H° ll8• ANNFAIED SIKAPL PX 882 • • ❑ w GLA88 SITE 112" GLASS 81•TE ❑ U2" GLASS BITE • • •. PUPjrapT GLAZE -W ••• GLASSTYPE G GLASS TYPED GLASS TYPE BB'sIZE •S EW 982 • 81 UPDATED PER 2010 FBO 12!6/30 9 • • • � • ittl�ttettarlr F d 'U2" 4 BTTE ��.�i'E'i�lG��.•.;Q,t�,t,.yt ..: H•INDONB9ADCR9 r Lle 58201 ; F `4 1900 SW *44TH AVE. •&� .1, Z OCALA, FLORIDA 3"74 QLAZINp DETAIL MISSILE IMPACT -LARGE �� >IrTA32 CPQJ 7r wRlEa! 8300 go 8/2007 PROPW3TAR1'ARD GONMOENTi4L 12/14/11 �fiti`"�a. RIaR''•'*�>40 ' PVC FIXEDLIT@ 1:1 ', T�tNFORMdTION COMAIt•�DlphuG DRAW1N0 iB7ME @QLE�ROpER7Y OR OVBTO14•' S "+" " C • CWS -158 • 9 f?f 9 1 • • • GLASS TWIP9 A• • • • • • • FULL SIZ9 • • ••• Goes • • 0600 GLASS IZE TYPE W x H DP +/-56 A, B 48 X72 nP +/-R7 A C. n 72 7R 1" WE,*PAL V OVERALL 1" OVERALL 3116° HPATBTRENOTH SMW TEMPERED 3/18" TEMPERED SW AIRSPACE 3B" AIRSPACE 1r2" AIRSPACE E/18° LAW CLASS• B/ILA u1s• LAW CLASS TrAs• LRAM awes XII' HEAT STRENGTH 8118" HEAT8TRENGTH Iff EAUED m SENTRY GLASS TONOPLAST IWERLA .M SENTRY GLASS IONOPLABTILfTM AYBR t/18• WPDNT PVS OVTERLAYER 8M8° HEAT STRENOTiI 81.18• HEAT STRENGTH 118" ANNEALED 8 PURFECT GLAg•°H° 8 PURFECT GLAZE W' s PURFECT GLAZE `W SIICAPLEX 882 SIKAFLEX 982 SIKAPL PX 882 ❑ w GLA88 SITE 112" GLASS 81•TE ❑ U2" GLASS BITE GLASSTYPE G GLASS TYPED GLASS TYPE BB'sIZE FULL slzE FULL SIZE 81 UPDATED PER 2010 FBO 12!6/30 9 cAwa N FLP.B 88$D1 AlUPDATED PER NEW FSC REQUIREMENTS i/07I3�8 ittl�ttettarlr ��.�i'E'i�lG��.•.;Q,t�,t,.yt ..: H•INDONB9ADCR9 r Lle 58201 ; F `4 1900 SW *44TH AVE. •&� .1, Z OCALA, FLORIDA 3"74 QLAZINp DETAIL MISSILE IMPACT -LARGE �� >IrTA32 CPQJ 7r wRlEa! 8300 go 8/2007 PROPW3TAR1'ARD GONMOENTi4L 12/14/11 �fiti`"�a. RIaR''•'*�>40 ' PVC FIXEDLIT@ 1:1 ', T�tNFORMdTION COMAIt•�DlphuG DRAW1N0 iB7ME @QLE�ROpER7Y OR OVBTO14•' S "+" " C • CWS -158 AWA WRI $N R OP CUSTOM WMpolNBDlYI PAW MD ID RROI LAIDnED. UT TFIEJy� `' B 9 f?f 9 • 8 , ® e 1 1 8 1 7 1 8 ' 7 3 , 8EOF14N B-9 4 EDCTERfOR . • •Goes• • 000.0•• • • •o• •• • •• •• • • • • • g • ••0 • o• 000000 • ••• • 0000 $ • • • •s• • Gee • • • • • • Z • ••o •• •• •••• o • • • 0 7 • • e • • • • BEf:TION VIEW C•O ' 0000 AL7 PIN FRAME UPDATED PER 2010 FBG 12lti1201 i MASA TURNER, FL P.E• 9880f A UPDATED PER NEW FBC REgUIREMENT3 7107/2008 S SEOTIONVIEWAdt s°gyp OE'�f+rG F, � �arF.gyPoE Cf •'�4 4� '2 , .. NTNOO� S yp 1900 SW 44TH AVE Jda b8:04 -A_ ¢ OCALA, FLORIDA 34474 '6 Yp wA f 'SECT. VIEW$ 46 ALT. FIN FRAME - LARGE Ml$SILE IMPACT S,�BTAT@.OP - —co. 8300 " 6/0612007 • FIb0PMTAWANCC0NlmWtmL 12114!11 rpa"NOLEVVVIT U` N = 4 d �.•' .0 d. . ,�� 4i Ma ri�+``�y PVCFDc6DLITE • iB g.0lMoAaWisroFRa N.MC R -W. : av : sops • Item # Pala #f . De .cri tion Vendor 119aterini I H 6006E Pr PW,.Main Head M't'kron PVC 2 H -6006B Fr., PW Main, Sill Mikron PVC 3 H -6006B Fr.' PW, Main,.L A. mAxon PVC 4 H 6006B FrAi Pw, Main R 3b. Mucron PVC 5 H•6006A IFF,-! Ma PYS Fin Mikron. PVC 6P-3113 S Su ori for PVC TeamPlastic RLlbber 7 • P-3352 Set, B 85 Dur., 1/8" x5/8" x2" Lg. Frank l owe Rubber 8 Pt r*et Ghm °H", SWI=552 Henkel / Mm Mcone 9 P-3752 C et . Plug, 1/21' Hole M&M I Nylon 10 5-6064 a1 Bd Fxd. 1" O.A. I.Q) M>71ron PVC 11 1 GLASS See. Sheet 4 •• •• ••e•e• 114° 1/18° 7113" • PVC GLAZE!3EAD- ee84 r aA. PWFWARYANO cmWleMM 12/14/21 V D TO dO J R67R�GN'GtICR71G�1VNINPAPTMER6A8APWHCLBVJRHO .T01 WRRTRM PfiRARGBICN OPCVBTCh!'MNDW4 PYB�SMB. INC. IG PR019GiTW. 10 !I!i Q riu�rlI - � PVOPRAMEFIN- H eCOBA 8 0 T��?116" L� I ECKWOUPPORT-P•3113 No NMI i;�!>5 18W SW 44TH AVE. tat OCALA, FLORIDA 84474 gMUS10NS & 6.0,M. - LARGE MISSILE STATE, CP IT DE I :2 ' cWS-198 S 70P8 • •• 000 • • •• see• • • • • 0000•• ' 0000 • • • • s • • • • 0000•• 0000 •• • 000000 •••0 • 00 •0000• • •ee•e• • s • • • 0000 • • Osseo* • 0000 •• •• ••e•e• 0009 •oe• • • • s 114° 1/18° 7113" • PVC GLAZE!3EAD- ee84 r aA. PWFWARYANO cmWleMM 12/14/21 V D TO dO J R67R�GN'GtICR71G�1VNINPAPTMER6A8APWHCLBVJRHO .T01 WRRTRM PfiRARGBICN OPCVBTCh!'MNDW4 PYB�SMB. INC. IG PR019GiTW. 10 !I!i Q riu�rlI - � PVOPRAMEFIN- H eCOBA 8 0 T��?116" L� I ECKWOUPPORT-P•3113 No NMI i;�!>5 18W SW 44TH AVE. tat OCALA, FLORIDA 84474 gMUS10NS & 6.0,M. - LARGE MISSILE STATE, CP IT DE I :2 ' cWS-198 S 70P8 r CONCRETEtWASOR9IY 1SYW*0D w0K I wa. AUN aMamw.= rr • BY OTHERS BY OTHEERS (0) SEALANT BETWEEN SLICK (Al 1!A• MAX SHIAA. ! ► '}-2 RV W000 BUCK AND OPBMNO BY OTHERS 4 • -••I r1ta• MAX sHmt (B) BY a7kERe SEALANTOSTWEENSUCK INSrALLATIDNANOHOR, 3118"DIA. AND OP&IIND BY OTHERS MASONRY ANCHOR Wt WA@HERA r A 3 ► A ► MIN. EDGE DIST, THRU SCREW SUPPORT [Cl 7 MN. BDOEDIST, R 4 6J9TALLATIONANCHOR (� +4 •a 0 4 410 WOODSCRewwWwiiSHER _ ♦ • ► YHRU SCREUy SUPPORT OONORETEd ' 1Pl° MIN EDGE DIB . 4;4 A• • ldl (C) �B�Q A►A MASONRY o f a m P a s, b 1-= MIN. EMBEDMENT 2 BY WOOD BACK BY OTHERS y :e :' AA p . . (0) 4 e ., •w•,•",r ► • JA1 orHeRS ��b• P• P.tr y e@AIANTBEHIND a 9EA:IANTBETWEENSUCK EXTERIOR ANISH------sir ' 1 BY WOOD SUCK ij& MIN I MSEDMENT FLANGE BY INSTALLER � AND OPENING BY OTHERS BY OTHERS _� BY OTHERS [A) [C] . PERIMETER SEALANT PERIMETER SEALANT PERIMETER SEALANT :- ---�j• BEXTERIOR Y ERIOR6I�H BY INSTALLER BYINSTALLER EXTERIORFM W1 BYR48TALLER I �O�S HORIZONTAL SECTION _ C HORIZONTAL SECTION SEALANT BEHIND 114" MARBHIM 8 RAM Y) B FRAME (VV0UVj FLANGE INOTPLRRANA ( IMFOR 28Y MSTALLATION.ON. INSTALIATlO1A ANCHOR ILL INSTALLATION SAME AS 3i1E" DIA. MASONRY OR IHOWN BEL W WI WABHBR THRU SCREW SUPPORT • • • (COI INSTALLATION ANCHOR • • • 3/Ir DW MA96NRY ANCHOR . • • ••• • • •• SEALANTBEHIND WI WASHER THRU SCREW SUPPORT ••••••• ••••• •••e •••• ••••e ••s •• • ••• ••ie• •s• •i•.• •S••a•i EHS FUME BEYL EpR• ►r r p . r •p D r . • p gr °. .6 b r• .', g• ► r• pb r .C(Yt INSTALLER ►. sp p i4" MX $HIM PP) RSEALA� OTMOTH STRUCTURAL UT BY OTHERS EXTERIOFNISHi0:00 . . .: 8YomeRe INSTAUAMONANCHORp r• 1=MIN. EMBEDMEN T .NCIiByB D 3118° DA. MASONRY ANCHOR. (TYPI •• •• W WASRHTER THRU SCREW REPERENCENOTE&1N$7at LFl • : UPPe • • 9 r .. r • r ' INOTS 180TH 10, BHT1 PEROeiETLR BEAIAN? NOTB2M, 9HTa V4" MAX e1itM•�YTALLER •• • .r('�", MIN. EDGE DIET. NOTE A.BW3 • i II MRfiTSS4ASONRY [IYP} NOTB,SHT2 •EXTeMORFINI$i� • BYOTHbt6 B,8HT2 • •�Yp�iBRB •• • qPi i :#t^ALTER DETAIL DETAIL ARE EYo9TOftey -"/Z/- 10 •'.i 97He B DATED PER 2010 FBC l61Z4 7 m• P P i�•m�tr a a o tr •b i •ma w • SUPPORTI TO MAKELUOASA. TURNER,P.E. B201 UP4A PER N6W F G REQUfR 59+1TE j71071r7MMWB s , a , ., m •A pa p� p . s ; ? tr .tr p ■ P • n P SILL LEVEL BY OTHERS �tpn1►HfaF4 •a u.. a y a p a• a •• • �! A CiBE4tp epi tr `D ■a •`.� a • p.. • � �� i p� •b0 a � b i ••- ani P GErY L Q � � • • P ■ • P . � A • a • . " ��,• y,1 �rF •..'�i "y, 1tTKDOWS S DOORS Do] ;tao M1N. EMBEDMENT FRY ',NO U201 y 1900 SW 44TH AVE. CONCRETeMASONRY p .A - CALA, I'LORIDA 34474 BY OTHER8 LjX MIN. EDGE DIST. 1F RTI 8E tON (D1 ' � � ti 911ATa OR y., INSTALLATION THRU FRAME, LAROEM1ISSILE.IMPACT PROPRIFrARYAND COWiDENTRL 12!14111 L"' < CSA°'r 8300 11rT79f2007 THE Pil•OP41NtTION COMAINQDMTHIB ARtWN0I8 THE S«EPRQ%SRR'OF C1187OAt fib}'dR li, u' u:., w wA"lrrCOeNP msec �liwDl v"arO'sPTs°RTnre CR AS saM " wTT}+a �11yliftoff 1}� s�`� PVC FIXED liE N� s•I a " BCWS 189 • I SEALANT� PIN ' WINDOWWRAP BYINSTALLER MIN. BMSEDMENT /—INSTALLATION AS W� OCRE ANCHOR U WASHER EEl 2 SY BUCK y OTIiERB W 7lfd'. MIN EMBEDMENT 2 0Y VMD BUCK BY OTHBRB 1/4' MAX SHIM W Eel M94 EMBEDMENT I� lNSTAlJAT10N ANCHOR, M O� q8 WOOD &CREW ANCHOR WIWASHER IJM MIN. &SEDMENT ' 6HeATMNO BY OTHERS �•`9•rr•e• j �, r B%TERIORPINR1H` •' °O°d'• ' BY OTHERS eFALANTBEFAND'PIN WINDOW WRAP BYINSTALLER By INSTALLER PERIMETER SEALANT 114' MAX SHIM BY INSTALLER TMI JM ABN EMBEDMENT 9 --M� TION 2 BY WOOD BUCK BYOTHERS W D RBW °Anr�rtoR (BTUPDATEb ec.PER 201 r--, ..------_._, 1 1YN MIN. EMBEDMENT SHEATHING eY OTHERS EVERTICAL BEC'I70N 9 ....._._r�„hfiw t F2.,,; ::i1N7NDON'; 4DOM 900 SW 44THAVE. • • • t#c OCALA, FLORIDA 54474 • ••• • • •• PRMIMVARYAND DoartD_MMI, 12/14/11 rwemraaRn+ATlorrecNrAurDrNnesDRAM* rer«DaorsPRocsmroecusToel vrTIR3tittle apFd'.�•QR;;:A•�� 8300 PVC FIXEDL1TE R Eras i etouortt atirrrtr vvsY�Psm oASrvrR rra • s PeweAereR�9aatr>s WINSTALLM • °; r lives: yy • y • • 9Y INSTALJ • •—• r • e�00 r r 9 • • i� •BM•Brl • 90 • • r BEPJ.AN'T BEHIND FIN BYLNSTALLER MIN. BMSEDMENT /—INSTALLATION AS W� OCRE ANCHOR U WASHER EEl 2 SY BUCK y OTIiERB W 7lfd'. MIN EMBEDMENT 2 0Y VMD BUCK BY OTHBRB 1/4' MAX SHIM W Eel M94 EMBEDMENT I� lNSTAlJAT10N ANCHOR, M O� q8 WOOD &CREW ANCHOR WIWASHER IJM MIN. &SEDMENT ' 6HeATMNO BY OTHERS �•`9•rr•e• j �, r B%TERIORPINR1H` •' °O°d'• ' BY OTHERS eFALANTBEFAND'PIN WINDOW WRAP BYINSTALLER By INSTALLER PERIMETER SEALANT 114' MAX SHIM BY INSTALLER TMI JM ABN EMBEDMENT 9 --M� TION 2 BY WOOD BUCK BYOTHERS W D RBW °Anr�rtoR (BTUPDATEb ec.PER 201 r--, ..------_._, 1 1YN MIN. EMBEDMENT SHEATHING eY OTHERS EVERTICAL BEC'I70N 9 r REFEAIM9 NOTES: IAISEENOTE 11),SHT1 SBe NOTE 2831 SH72 CSEE NOTB 4,SHT2 BEE NOTE 9, 9HT2 SEE NOTE S, SHT 2 YOM= CW84 B9 9OF9 ....._._r�„hfiw t F2.,,; ::i1N7NDON'; 4DOM 900 SW 44THAVE. t#c OCALA, FLORIDA 54474 ,` p•o� r�G A ALTATS OF I&V ` INSTALLAYIONFIN - LARGE ' PRMIMVARYAND DoartD_MMI, 12/14/11 rwemraaRn+ATlorrecNrAurDrNnesDRAM* rer«DaorsPRocsmroecusToel vrTIR3tittle apFd'.�•QR;;:A•�� 8300 PVC FIXEDL1TE R Eras i etouortt atirrrtr vvsY�Psm oASrvrR rra r REFEAIM9 NOTES: IAISEENOTE 11),SHT1 SBe NOTE 2831 SH72 CSEE NOTB 4,SHT2 BEE NOTE 9, 9HT2 SEE NOTE S, SHT 2 YOM= CW84 B9 9OF9 Florida Building Code Online Pagel of 2 Lµ�a •sem'. - _ ;: ti r —s`T ::::az x ��`:. g? -7.. -_ �xv `fes �. �•.: __ '�'.: v .c J. 3�.—i'. ... `..:?":. ._n�.�'. >�M .. '. �-+,+.�q:.�:i...•..- �: a.::.'.>� :...t'�EG.:e6CJiASs.:.'�i ,".x ,%'f�' HM Home ; Log In ' User Registratlon Hot Topics SubmR Surcharge Stats & Fads "icafts MC Staff . SCIS SIM Map Unix Searcb usinesO, ' Product Approval "rofessic Aaf Il rt PublieUser �QLt-7 - Product Aonrovai Menu > Pradua or AppRoMon Search > Aoalication List > Application Detail FL # FL16177 Application Type New Code Version 2010 Application Status Approved Comments Archived - Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 cledy@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 14 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lucas A. Turner developed the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certificationsr Inc. Quality Assurance Contract Expiration Date 05/17/2016 Validated By Steven M. Urich, PE V Validation Checklist - Hardcopy Received •• ••• • • • • • •• • • •• • • • • • CerHffcaie of Independence • • 0 •C VV SUNS -812A (SH -8100. x •• II • • •• References Standard and Year (of Standard) • • tae • • • • • Year • ; HAMA/Vi&4A/VA/10:/I.s.2rAg40-08 2008 • • • tSTMdE 1+300404 • • • • 2004 • • i i ASTM E486-85 i • • 0-* 2005 ••• • • • • ••• • • htip://www.floridabuilding.org/pr/pr app_dtl.aspi?pgW"am-vva • • 1 q*vyf4ngAXhl Oy... 4/18/2013 Florida Building Code Online , Equivalence of Product Standards Certified By Sections from the Code Page 2 of 2 ASTM E1996-06 2006 PA TAS 201/202/203 1994 Product Approval Method Method 1 Option D Date Submitted 01/31/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/26//2013 Date Approved 04/09/2013 Contact Us :: LW0 North Monroe Street. Tallahassee FL 32399 Phom: 850-487-1824 The State of Florida Is an AA/EED employer. ,Corwrmht 2007-2010 State of Florida :: Privacy Statemant :: Accessiblilty Statemerht :: Refund Stabarn Under Florida law, email addresses are public records. If you do not want your e-mail address released m response to a public -records r�uest, do not send electronic mail to this entity. Instead, contact the office by phone or by treditional maiL If you have any questions, please cot I 1850.487.139S. 'Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have ane. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, FS., please dick )fig-. Product Approval Accepts: KAHF�E •• ••• • • • • • •• • •• • • • • ••• - on ••• ••• ••• e - so • • • • • • • • r • • • • • - http://www.floridabuildijag.org/pr/pr app dtl.aspsIp4sAZ- tVW00 0 yf4ngAXhl Oy... 4/18/2013 TURNER ENGINEERING & CONSULTING, INC. 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 FBPE C.0 -A. #29779 Evaluation Report 812A January 3, 2013 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 40h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -812A, signed and sealed by Lucas A. Turner, P.E. 2) Test Report NCTL-210-3815-1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed. TAS 201/202/203-94, ASTM E 1886-02/04/05,1996-02/04/06/09, and AAMA/WDMA/CSA 101/l.S.2/A440-08 3) Supplemental Calculations to support CWS-8I2A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -812A. Limitations of Use: This product: • May be used in 0/X configuration in sizes and with max. glass DLO heights as shown in CWS -812A • 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 — 5116 Laminated (l/8Ann-.090PVB- 1/BAnn) inboard lite • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 11-0624.01 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 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. N, 5;2t . ?e.F: 1/3/2013 iT� '� :Lucas A. Turner P.E. 0:0 •• R %D V 2", ' FL PE #58201 O Mucas Turner ;.'.; ;.'.;2013-01-0313:41-05:00 ... . . • 000 • 0 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....I ANCHOR SCHEDULE & NOTES .......... 2 GLA7JNG DETAIL.................................3 SECTION VIEWS..................................4 EXTRUSIONS & B.O.M.........................6 INSTALLATION DETAIL ........................ 8,7 UNIT HT. I 303/18` 1 MAX 9A8H HEIGHT 1 u 6311W MAX OVERALL FLANGE WIDTH 51 7W MAX UNIT WIDTH -4711118° GLASS DLO - It — 461!18" — GLASS DLO 48 3B" MAX SASH WIDTH SILE IMPACT) 1. THE PRODUCT SHOWN! HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "DIX'. -IMPACT. PVB SASHnMPACT HOOK 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E4300-04. 6. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN'USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6 & 7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.0 WAS USED FOR WOOD ANCHOR CALCULATIONS, 2613ry8" GLASS 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. LO 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB, S. SERIES / MODEL DESIGNATION SH -8100. 9. 1 X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS I 28 7f8" RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. GLASS OLO 1D. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X- OPERABLE SASH; 0 = FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. DESIGN PRESSUR=DRATING X70 pSF Lues Tumer 2013-01-0313:40-05:00 PROPRIETARY AND OONMENTAL 113/2013 THEINFORMAVONCONTAINED IN THS DRAWING IS THE SOLE PROPERLY OF CUSTOM WINDO'N SYSTEMS. INC ANY REPRODUCTION IN PART OR AS AWHOLE VMHOLR THE WRITTEN PERMISSION OF CUSTOM WINDOW SY8TEM8, INC. IS PROHISTIED. LUCAS A. TURNER, FL. P.E., 68201 No 5=1 5V STATE OF 912012 1 10/18/12 1900 SW 44TH AVE. OCALA. FLORIDA 34474 FITU:� GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT 5100 BAT A ` 06/18!2012 L: PVC SINGLE HUNG ' LP_ NTS 1-u 'CWSA12 A j' 1OF7 00:000 0: 00 sees* TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....I ANCHOR SCHEDULE & NOTES .......... 2 GLA7JNG DETAIL.................................3 SECTION VIEWS..................................4 EXTRUSIONS & B.O.M.........................6 INSTALLATION DETAIL ........................ 8,7 UNIT HT. I 303/18` 1 MAX 9A8H HEIGHT 1 u 6311W MAX OVERALL FLANGE WIDTH 51 7W MAX UNIT WIDTH -4711118° GLASS DLO - It — 461!18" — GLASS DLO 48 3B" MAX SASH WIDTH SILE IMPACT) 1. THE PRODUCT SHOWN! HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "DIX'. -IMPACT. PVB SASHnMPACT HOOK 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E4300-04. 6. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN'USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6 & 7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.0 WAS USED FOR WOOD ANCHOR CALCULATIONS, 2613ry8" GLASS 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. LO 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB, S. SERIES / MODEL DESIGNATION SH -8100. 9. 1 X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS I 28 7f8" RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. GLASS OLO 1D. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X- OPERABLE SASH; 0 = FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. DESIGN PRESSUR=DRATING X70 pSF Lues Tumer 2013-01-0313:40-05:00 PROPRIETARY AND OONMENTAL 113/2013 THEINFORMAVONCONTAINED IN THS DRAWING IS THE SOLE PROPERLY OF CUSTOM WINDO'N SYSTEMS. INC ANY REPRODUCTION IN PART OR AS AWHOLE VMHOLR THE WRITTEN PERMISSION OF CUSTOM WINDOW SY8TEM8, INC. IS PROHISTIED. LUCAS A. TURNER, FL. P.E., 68201 No 5=1 5V STATE OF 912012 1 10/18/12 1900 SW 44TH AVE. OCALA. FLORIDA 34474 FITU:� GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT 5100 BAT A ` 06/18!2012 L: PVC SINGLE HUNG ' LP_ NTS 1-u 'CWSA12 A j' 1OF7 10112° MAX O.C. SPACING NO*S: •••••i •• • TSTALL ONEINCHORAT EAC4O;AT.10: AS SHOWN. NO ANCHORS REQUIRED IN SILL • 2. SHIM AS RE90 AT EACH SET OF INMILLLTION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114" FOR MASONRY OR • • W"D, AND 118%FDR MWTAL. USE SHIMS 16 SRE SPACE GREATER THAN 1118" IS PRESENT. • • • • • • :.4L8SHIMeSHALL SI!@"WNCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. • S" DIA. E CON MA,%0% i�A'NQHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU • OD QUC%"(aIjASONRY. A MINIMUM EDGE DISTANCE OF 2112", IN ANY DIRECTION, SHALL BE ACHIEVED. •s ••• • S, #•0 WOOD SCREW ANCHORS MOSTaWCSSUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3lS' INTO BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE AMIEVED IN ANY DIRECTION. • S. 510-161TW=EK?S A%CIORS MUST BEO F SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. see s7 AjL INSTALL4TJpV ANCHORSDi�iXftE MIRE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESS4IRE TREAT WOOD MUST BE PROTECTED TO PREVENT REACTIONS. •••• B. 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 STRENGTH SPECIFIED BELOW. 9, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A WOOD - MINIMUM SPECIFIC GRAVITY OF Gm0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF $192 PSI. C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE i (OR GREATER). D. ALUMINUM - VW THICK IAIN., 8003 75 MIN. E. STEEL -,OW' THICK MIN., 33 KSI MIN. ' 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS N FMA/AAMA 100 (FIN WINDOWS), PROPI49TARYANDCO*lDENTAL 63 013 FMA/AAMA 200 (FLANGE WINDQWS), THE INFORMATION CONTA WED IN THIS DRAWING IS THE SOLE PROPERTY OF cUSTOM FMAPNDMA 250 (BOX WINDOWS), WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE FMA/AAMAANDMA 300 (EXTERIOR DOORS), WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. r IV ANCHORS REQUIRED IN 4 1% ILL A Ij ANCakgOUT- (EQUAL SPLIT) nor THRU FRAME LUCAS A. TURNER, FL. P.E., 56201 No 58204 9r STATE OF 912012 �JW'INDOW'S R DOORS 900 SW 44TH AVE, NOTE 2 INSTALLATION ANCHORS (TYP) B 10/18/12 1rITLE: ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT 18=72-1' R1[IDn FIAT 0611 PVC SINGLE HUNG. "" NTS EV.LETTER! AA 7/8" OVERALL 718" OVERALL 1/8" ANNEALED OR TEMPERED 118" ANNEALED OR TEMPERED 7118° AIRSPACE 711W AIRSPACE 8118° LAMINATED 5118" LANUNATED 118" ANNEALED 118" ANNEALED .080° DUPONT PVB INTERLAYER .080" DUPONT PVB INTERLAYER 718" ANNEALED 1/8" ANNEALED 4 SIKAFLEX552ORPURFECTOLAZE"H" LEX552ORPURFECTOLAZE'W IVSIKAI 1/2' GLASS BITE GLASS SITE 1 � 0 1 • ••• • • •• goo 0000•• •• •• • • • 0000•• Site* . • S • • • FIXED LITE (EQUAL SPLIT) SASH LITE • .. . S • .•• • •• 000000 .••. Soso 0.00.• • • . • 0000 •00• 0000 :0000 •s•••• . : • s • • s o LUCAS A. TURNER, K. RE, 50201 A RECONFIGURED 012012 1011 B/12 • • s • 110 • • • • • • • Lity111t1R1�+t, •0000• t�*�t4 �yNt1RE IPP,�rr ��G•; s. � ,,.�., ; WINDDYYS I 1.1 r . Na 59201 1900 SW 44TH AVE. *; S s CALA, FLORIDA 34474 Hyl w Z `It e ' GLAZING DEATAIL- LARGE MISSILE IMPACT STATk OF : 4rj v r. t "r 0 •. „� 41 • 8100 ' RAT 08118/2012 PROMETARY AND CO*1DWfML 1!312013 '',re`�tc'•.t0 10'@" may. L: .,.A • �. , Nu.: WINDOW SYSTEMS, M Ahl�v D�ODUCCTION IN PART OR AS SOLEa PROPERTY WrTIi-IOUT CUSTOM �e"i", to .... ��PVC SINGLE HUNG Ev. LE i NTS 3 F 7 812 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, MC. IS PROMEITED. Plitt F, 3 !N RI 1 1 FO F-0 1 14 RIOR 1 1 1 4 EXTERIOR INTERIOR 3 1 e � SECTION 8-B 1 NOTE: LEFT SIDE SHOS LRE CUTA,}JdAY, • gv3HT SIM SHOWS SASH WSH CUTAWAY .. g • • ••• • 1 • • • 9:9996 • NOTES: ITEMS 20, 25, 28, 36, 37, 4d, b1, b2 000 • 90 65, 68, 64, 07, 68 ARE USED BUT NOT $I10VdN 18 FORCLARITY, 5 ••• • • • ••• j 114" • 1 • i 'I goo • • • LUCAS A. TURNER, FL. P.E., 68201 A RECONFIGURED 812012 10118/12 ••• ••• 3 • EIyDRbyr7�tfi • • • • SECTION A -A 58201 d;.y�0*M (EQUAL SPLI O w J ; .S : Na ' �1800 SW 44TH AVE. CALA, FLORIDA 34474 SECTION VIEWS, EQUAL SPLIT, LARGE MISSILE IMPACT y✓J T9'� 6TATE OF . dttqRAIWN BY h i^ ?CdMy a � ; �� 8104. BAT A 061,g 12012, TiErNFogn�AnoNcoNraN6PROPRIETARY �toisr so PRd RrroFc�vsrowt ii'i�F• 4 •:' ' C?�+�� ' PVGSINGLEHUNO ehL ' NTS :CW"12 WgIOTTOM PERMISSION. ANY TOMWM00W 9IN PART SOIR AS WHOLE PROHMITE0.OUT THE "4444 t0N AA1�,,t4��. EJ. LET1'GR:A 4OF7 Items part Descrlptlon Vendor material 1 H-8031 Maln Fr., SH, w/Fig., Head NAkron Vinyl 2 H-8031 Maln Fc, $H, w1Ftg., PVC, III Rkron Vinyl 3 H-6031 Main Fr., SH, w g., , L. Jb. M kron Vinyl 4 H-6031 MSin Fr., SH, w/Fl% PVC, R. Jo. Mkron Vinyl 8 81877 ImpectH6ok Keymerk Alum 8 H-6027 59sh Meet. R0, PVC 9kron Vinyl 9 H-1497 Relnf, Sash Meat Rail Keymark Filum 10 H-6028 Sash 8ottbm Rel , Nkron Vinyl 12 H-8004 Sash SldefroplBotRail N9kron Vin 13 S-1496 Rainr. S.B'.R 14 S -6W GIzBd..WIFI4 Horia --"Mk— Vlnyd 15 5-8084 W8d.,7/8",Fxd., Vert Mikron .ikron Vin 5.0064 Glz Bd., 7W,5ash, MOM Vln 17 5-6084 GIz Sd., 7,W Sash Vert Mikron Vln 18 5.8013 Scm. Adept, WIN PVC, Honz Kkran Vinyl 19 5-6014 SCM. ?a}apt, PVC,Vert Mikron 1flny1 20 S-6028 Sash Stop, FFiller,PVC,Vert Inkron \finyl 23 1898 Relnfareemenl,SBR Ke ark Alum 24 P-2190 Balance S 1 26 P- 069 sash cam. Pw BSI Plastle 26 P-3040 Take Out Clip BSI SS 27 P-3783 Look, Impact PVC In anock 28 P-4000 Keeper, Impact PVC Interlock Zamac 30 P•3215 Weep CoverwlFlap Gear Plastic 32 P-3429 Wstp., 0270 x. 8 e nsae1, Gra Ultrafab 33 P-3429 Wstp., 0.270 x.187 back Fln6ea1, ra Ultratab 34 29 We ., 0.270 x.187 back RnSeal, Gray Ultrafab 36 P 2 0.270 x,187 beck FlnSeal, Gray Ultratab Z8 P ., 0270 187 b RnSeal, Gray Ultratab 0007 PA636 x2.1f2PHWd•TN9e•TypeA,TEK2 Fastenal Steel P- 76 R8 0.62 ' h SIMS • Hub Clly Steel • 00 P 0 1 1.250 Ph TEN Hub City teal 0 284W flS x314 FH Pid WAV H Hub CI tea 44 P-3342 Seam Soaler, • tpcnnse 6065 P41 CO2 Plug.'12" ram Nylon 47 P46435 4 SIINedex552 osPur(W Glaze "H" SlkwHenkel 2 Wk., 8s DEM WOF VW x 9. F. Lowe Rubber • • i P-3881 Te perory' Lbl. W6 *XW Lbl. ([ON) • Pro Label a S Erl. F9m ee lazing P-3281 Spacer • Dumseal en From A1lmetal Alum Pea 1 &ween FrAinfi. Vert. Allmelal Alum 84 1 •Coer KIW Sween F r Attmem as c r P-3 en ,1 x18Fl86 lass Bewrwue Flberglass 66 P- wean Spdna, .166 Dla , Blk Dapa Vinyl Pull Tab Stt mI1 AJumerean p ng, crewSuppartforPVC T.Plesdw ylonum.Fbad MER-3029reen Rail Keymark Alum orer, Fbdd Rad Mdaona rcamentlmpactH x 1P�", Pan Head, TE Fastenel I NOTE: ITEMS 6, 21; 22, 29, 31, 41 NOT USED ON TF 50, 66, 57-61 ARE PVO FRAME FLANGE -6031 314° I6/7s" �1110- } REINF., S.B.R. -1699 ALUM 6083 -TO a ane" 6/16" vte" S 1n8° 1 1 18/8' iL PVC SASH MTG. RAIL -6027 PVC SASH BTM. RAIL -6026 1118° 1116" 718 1 1 off 1 ails° FVC SASH STOP -8025 13 13ne° +r4j FVC SASH SIDE RAIL -8004 1118° REINF. S.B.RJS.S.R. -1498 ALUM 6083 -TO WELD 4 7 FIXED MEETING RAIL SCREWEDTOGETHER WITH OUTER FRAME 112" 1 116' 1 r ;;Bre° 16J16° 9 1 1/8' 1� 1716" -°t 1110" 1/16" ��i-9118' 7_ PVC SCREEN SUPPORT -6014 PVC SCREEN CATCH -6013 PVCFOCEDRAILCOVEA-5083 REINF.SASH MTG. RPJL-1467 ALUM 6063-T6 8 03116. F��t O I 070° 0 7/8- � 1 1 1 �-3"---+j �1CC 1118" a" PVC GLAZING BEAD -8064 �. SCREW SUPPORT -3113 I+ 1 5116' LUCAS A. TURNER, FL. P.E., 09201 IMPACTHOOK-1577 ALUM 8083 -TB 3 91E +IIS 1ne^ Z v e" No be1t17 •'y� REINFORCEMENT, IMPACT HOOK -1112 * t * [ ALUM 6083 -TB ;2: Z 'A' STATE, OF PROPrterARY AND CONTDENTMLL 1!312013 *% 0A O R` THE INFORMATION CONTAINED IN TMS ORAWIN019 Tib SOLE PROPERTY OFCU9TOM gds � NA%- w—o,�oca�n�i IOS. NO0. F CLIIe�ODUCTION IN PART WNIDOW SYISTENO. INCL. I3 PROHH191TFL. OLS OUT THE - +A4rl#frrl rit6�1�* RECONFIGURED 9/2012 2 LS,,k9CCA'LA,1FLORIDA r�WNDOWS R IX)ORS SW 44TH AVE. 34474 ETRUSIONS F B.O.M. - LARGE MISSILE IMPACT 100 'AWN ev t3AT12012 .PVC SINGLE HUNG r"' NTS CWS -812 A INTERIOR FI SEALANT BETWEEN SUCK 7 BY OTHERS AND OPENING BY OTHERS INTERIOR FI BY OTHERS INSTALLATION ANCHOR, 3110" DIA. 4 4 2112° MASONRY SCREW W/WASHER (MIN EDGE D16T.)i THRU SCREW SUPPORT. 0 ' IDI jj lo] . • . . a • P� ••p a A• a a: . ,'tyC�. i24" 4 0 TE/MASONRY :R9° a • • p' A • a • ••.� 4•r' (MIN EMBEDMENT) IG • •,,.. ' ...,,,, 0.4.4 IR FINISH 0 2 BY O RS (MIN EDGE DIST.) • 4 0 PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLA BYINSTALLER WINDOW HEAD (AI ICI . •� b 4 114" MAX SHIM J CBl T.a MIN. EMBEDMENT -118' MAX. SHIM 1 BY WOOD BUCKS BE BY OTHERS BY Ud EXTERIOR FINISH BY OTHERS PE. DIA. BY S HORIZONTAL SECTION B FRAME(MABONRY) HORIZONTAL SECTION ® FRAME (WOOD) • • • Lb WINDOW FRAMEr,l CONTINUOUS DOUBLE 3116" BEADS OF TREMGLAZE U1S00 SEALANT • • • SILL II OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN • • • • • • • • FRAME AND BUCK BY INSTALLER. • 0, 000 • • • • • SEALANT BEHIND FLANGE • • • • • BYINSTALLER 1/4' MAX. SHIM • `1�I&tb FRAME SEALANT IBl • • R • 13/8' MIN. EMBEDMENT PERIMETE BYINSTALLER IDI INTERIOR FINISH BY OTHERS 114" MAX SHIM 009 • • • • • • • IBI BY OTHERS D ` ► D Ilk�D • • 0 b ZZ MIN. EDGE DIST. s ' ° lol . D6 s • D q D> D, s Dbb D «D q« • � TREMOLAZE U1600 SEALANT PERIMETER AT ALL INDICATED POINTS D b ' •P q • P D r $ D D ° q • bs•• BETWEEN FRAME AND BUCK BY INSTALLER. ° INSTALLATION ANCHOR, s p v D , $ r e D, s' ° ' ° s s q • s 0 G • IE10 WOOD ANCHOR • EALANT 9VtINS ° WtINTEGRATED WASHEF b p "THRU SCREW SUPPORT 3 • •• {.�.i„ q +?. A4NDOW FRAME 2 BY WOOD BUCK 9��*•' ; '.• t IAMB BY OTHERS FLANGE SEALANT BEHIND FLANGE IAI BYINSTALLER SEALANT BETWEEN �' y _ i _` BUCKND PINING 4NT PERIMETER SEALANT BYY HORIZONTAL SECTION ® FRAME (WOOD) • • • Lb WINDOW FRAMEr,l CONTINUOUS DOUBLE 3116" BEADS OF TREMGLAZE U1S00 SEALANT • • • SILL II OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN • • • • • • • • FRAME AND BUCK BY INSTALLER. • 0, 000 • • • • • SEALANT BEHIND FLANGE • • • • • BYINSTALLER 1/4' MAX. SHIM • `1�I&tb FRAME SEALANT IBl • • R • • • 000 •BILL • • • PERIMETE BYINSTALLER . •EXTERIOR FINNISH • • 009 • • • • • • • BY OTHERS D ` ► D Ilk�D • • 06.0 • • i i o CONTINUOUS DOUSLEW16" BEADS OF>q AROUND . D6 s • D q D> D, s Dbb D «D q« • SEALANT BEHIND FLANOE MrIN8TALLV TREMOLAZE U1600 SEALANT PERIMETER AT ALL INDICATED POINTS D b ' •P q • P D r $ D D ° q • • • • • • • o • • BETWEEN FRAME AND BUCK BY INSTALLER. s p v D , $ r e D, s' ° ' ° s s q • s • • EALANT 9VtINS ATAL.LER a •• 114' MAX. SHIM EBI • • • • gDfrERIOR FMOH • BY OTHERS• • �' y _ i _` CONCRETFIMASONRY 1.lICAR A. 711RNER. FL_ P E_. S8201 r • • •.•'e• . N off,: •P• • a I�•�'O•a. •p a . tea• a• •a•a. • Aa A•QS7A ••� O p O PP.a': ; OP=.•J ea•A�� =a;pa � �p�,••'° •A'A i�>•wAi Ai• CONCRETEIMABONRY BY OTHERS HIGH STRENGTH STRUCTURAL e(INARA RTICAL SECTION GROUT BY OTHERS ME( E (MASONRY) BY OTHERS -SILL STOOL BY OTHERS ALTERNATE PRECAST SILL DETAIL USE SOLID WOOD FRAME (MASONRY) SUPPORT TO MAKE SILL LEVEL BY OTHERS PROPRIETARY AND COMOPW IAL Ilo/cv lJ THEINFORMAVON CCWJMNEO IN THS DRAW= IS THE SOLE PROPERTY OF CUSTOM YJ@JOd,v SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WRHOUT THE WRfl7EN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED, No 58201 $TAT& OF 912012 REFERENCE NOTES; (AISEE NOTE 9, BHT 1 IS) SEE NOTE 283, SHT 2 jC) SEE NOTE 4, SHT 2 IDl SEE NOTE 5,814T2 10118/12 k'ICALA, NIXTY5 R DOORS 4THAVE. ORIDA 34474 t C0 SATOS/18l2012 SINGLE HUNG ALe NTS JO.. CWS -812 Ev. tEt'fER. , B OF 7 • VB"MAX. SHIM INSTAI,LATION ANCHOR, [Dl 010 SCREW [D] 101 PERIMETER SEALANT BY INSTALLER �1A3" MAX SHIM 0 SEALANT BEHIND FLANGE 7 BYINSTALLER WINDOW FRAME PERIMETER SEALANT WINDOW FRAME HEAD INSTALLATION ANCHOR, BY INSTALLER JAMB 810 SCREW 1.101 SEALANT BEHIND FLANGE BY INSTALLER 4w HORIZONTAL SECTION 000 • • • WIDE W FRAME • •g• • 'w • 0000•• • ••e • :0 • • • �. • • REFERENCE NOTES: • • • • • • • CONTINUOUS DOUBLE 3110" BEADS OF TREMGLAZE U1600 SEALANT (A] SEE NOTE 9, BHT 1 • OR EQUIVALENT AROUND PERIMETER ATALL INDICATED POINTS BETWEEN SEE NOTE 293, SHT 2 • .00 • • • • • • • • • • FRAME AND BUCK BY INSTALLER[B] A SEE NOTE 6. BHT 2 s • • • • • • • • • 0 0. 00 [D] SEE NOTE 9, BHT 2 • • ••• • goes 118' MAX SHIM • • 0 0 4WALANT BBNIND FLANGE • e B3INSTALLEW 0 0 • - • ••• 0 090000 • sloe* 00 00 • • • •PERIMETER SEALANT LUCAS A. TURNER. FL. P.E.. 68201 A RECONFIGURED 912012 90118/12 • • BY INSTALLER • • ]p] • • • • • •e• ••o•g• • • seg• `,SP�1�S1DF'•r�V�Aj�s�� C'�,_'.•:��tfi.:': ' ,+„��:pg.d��c8141 W1NUO ORS VERTICAL SECTION p:�• MP 892(11'A 1900 SW 44TH AVE. 2 CALA, FLORIDA 34474 * -LARGIF MI SLUE Im AC 'p Oa �.�ti •STATE 8100 •��*s�sS*C BAT 08!1812012 THE INFORMATION CONTAINED IN THSDRAYN013AND STHESOLE PROPERTY OF CUSTOM "�R1Q ��j,;°�i � d a: PVC SINGLE JHUNG"L-• NTS 'yu y.:CWS-812 YWRDTEIJ HIBrtED. LS OUT THE �!L/,iQ A+� �� I:R: PERMISSIONFF CUSTOMWINDCbY SYSTEMS. INC.A .LG' A 7OF7 Florida. Building Code Online Page 1 of 2 alvial ram- 15rix .. H'}A;:; A'-.M;11Feir[- Bm Home ; Log In User %*tstmt1on Hot Topics Submk SurcbaMe Stats & Facts ' Pub9fflions MC SMM BW Sft Map Links SMO 1 Business Product Approval PCOeSS� J -. !!S�''R: Public User Pmdurt Anwovai Menu > Produtt or Aoolicetlo1{ Searrh > AonACMD-n LisE > Application Detell rL R-16736 Application Type New Code version 2010 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cvis.cc Quality Assurance Representative - Cal Ledy' Address/Phorie/Email 1900 SW 44th Ave. Ocala, FL 34474 Standard • • (352) 368-6922 • • • cledy@cws.cc AAMA/WDMAX SA/18!/I.6.2#A4A 0-18 • • • • Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report- Hardcepy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida Ucense PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2020 Validated By Steven M. Urich, PE ® Validation Checklist - Hardcapy Received Certificate of Independence la 16736 Rn CQI EvalReo CWS -871 ftE -8200 74 x 63 IMPACT)-pdf Referenced Standard and Year (of Standard) Standard • • • • • • • • • Year AAMA/WDMAX SA/18!/I.6.2#A4A 0-18 • • • • 2008 ••i ••• i i 2004 ASTME1301 ••i ••• - ASTM E1886=05 2.005 ASTM E1996-06 2006 PA/TAS 2Kj20E:203 • • • : • • • 1994 • • • • • • • • • • • •• • • • • • • • • Equivalence of Product Standards • • • 000 i • • • • • • Certified By ••• • • • • ••• • • • • • • • • • • • • httP�//www.floridabuildin .org/Pr/Pr aPP_dtl.asPx? aram=uIOEVXQ•ktlYqug8bl%b2flEm6.-. 9119/2014 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2Oi3 Date Validated 02/25/2014 Date Pending FBC Approval 02/24/2014 Date Approved 02/26/2014 Summary of Products Page 2 of 2 FL Mode], Number or Name Description 1673fi.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Approved for use in. HVHZ: Yes Approved for use outside HVH_ Z: Yes Impact Resistant: Yes Design- Pressure: +60/-60 Installation Instructions FL16736 RO II CWS -871A {HS -8200 74 x'63 IMPACU.tldf Verified By: Lucas A. Tuner 58201 Created by Independent Third Party: Yes Other: Large Mlssslle, 74" x 63", DP +/- 60 psf. evaluation Reports FLi;5036 RO AE DuPont PV8 NOA 13-0129 27 odf FL16736 RO AE EvalReo CW 471A (HS -8200 74 x 63 IMPACT)l.lasif FLI 736 RO AE Duanex (MUaon) NOA 12-1017 02 Ddf Created by Independent Third Party: Yes 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Approved for use in HVHZ: Yes Installation Instructions I'LRti7'6 RO R CWS -869A 1H5-8200, 111 x 63. Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 IMPACTI.DdE Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Other: Large Missile, 111" x 63", DP +/- 60 psF. Evaluation Reports FL16736 RO AE DuPont PV8 NOA 13-0129 27,pd Fl 16736 h0 AE DuPont SGP__NOA_11--062�df F 167'6 K0 AE EvalRen CWS -869A (HS -8200 Ill x 63 IMPACT).ndf 167 6 0 AE O ran x (Mllvonl NOA 12-1017 02 odf Created by Independent Third Party: Yes COn aCt US:: 190 North Volvoe SbVOL Terahattnn F1 MM Phone: 850-187-1824 The State of Sadda Is an AA/EEO employer. Convrtaht 2007-2013 Stale of Florida.:: Prnacv Staterrant :: Rem Stateme Under Fbdda law, emaii ad ;are public retards. If you do not want your a -wail address released In response to a public -records request, do not send electronic mail bo this entity. Instead, Contact the otrrce by phone or by t2ditional mall. If you Ione any questSonS, please cadect 850.487.1395. ' Pursont to Semen 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Depastment with an email address if they have one. The ematls provided may be used for offkiEi con=nkatlon with the licensee. However emall addressee are public record. N you do Trot wish to supply a personal address, please provide the Departrrrerd with an email address which am be made avallaWe to the public To detarmine if you are a ke see under Chapter 455, F.S., please dick qW_. Product Approval Accepts: acrrsrlte�.::w::: •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • as • • • • • •• • • •• • • • • • • • •• • • •• • • • ••• • • • ••• • • • • • • • • • • • • • • l h�P�//www.floridabuilding.or�Pr/Pr aPy_dtl.as x? aTam�vrEVX�q&dbl"%2lZM6... 9/19/2014 AI l 1 .�: :.�1.11 • Il T 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871A 2/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74x63" unit size with design pressures of +/-60 psf (Fin or Flange window) .Manufacturer: Custom Window Systems, Inc. 1900 SW 44a` Ave, {kala, FL 34474 Statement of Compliance; This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval. drawing CWS -871A, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3887-1, -lA, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/LS.2/A440 `08 3) Supplemental Calculations to support CWS -871A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -871A. Limitations of Use: This product: ® May be used up to the sizes and daylight openings indicated in CWS -871A • 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 ?VB Interlayer per Miami -Dade N.O.A. 13-0129.27 ® Requires Quanex white rigid PVC frame extrusions per Miami -Dade N.O.A. 12-1017.02 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. O x/242014 . . • I•uaas A 'l ismer, P.E. FI, PE #58201 Ras Tumec .::' j01 f -0: j 24 15:48-05:00 0000 0•• 000 MAX BASH WIDTH • • e • • • DESIGN PRE RE RATIPIti • • • 0000•• � ..•... .. .. •0.000 . . *oboes .... . . 0.00 TABLE OF CONTENTS Lucas Tumer x� GENERAL NOTES &ELEVATIONS ...........-»......»».. ....... » ........ 1 2014.02-2415:48-05:00 ANCHOR SCHEDULE & NOTES ........ _ ..........................................2 PROPRIRTARYMOCOWDENTOL 2/24/2014 SECTION VIEWS & ALT. FRAME tOX° )w & GLAZING .........3. 4 THE INFORMATION CONTAINED IN TNS DRAWING Di TM SOLE PROPERTYOFCUSTOM EXTRUSIONS & BILL OF MATERIALS ............... ............... ........ 8 WINDOW SYSTM. IVC. ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUTN@. INSTALLATION DETAIL..___.......;... .........88 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, HMO. IB PROHIBITED. 4- PVC IMPACT REQUIREMENTS' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE [FBC), CURRENT EDITION, INCLUDING THE HIGH VELOCITY HURRICANE ZONE a -RM. 2: GLAZING OPTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: 'QX!, °XO° 4. DESIGN PRESSURE RATINGS: .NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E•1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04. 5. ANCHORAGE: THE 391!3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE 914EETS 0.8 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd -1.8 WAS USED'FOR WOOD ANCHOR CALCULATIONS. a. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AT HEADMILL S. SERIES I MODEL DESIGNATION HS -8200. 9. Ix OR 2x WOOD BUCK OR STUD FRAMING TO 13E DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, O - FIXED SASH 11. SECTION CALLOUTS FROM OIX ELEVATIONSAPPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12. WEEP SLOTS =1r4° X 1 ° LOCATED 4° FROM BOTH ENDS DIST No 58201 "-P-% 1000 SIN 44TH AVE. 7k OCALA, FLORIDA 34474 Ar %Ds ^ E GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT •STATE OF 4+SERIM 82001-IVHZ WN 0y. ' ADE 4ATE: .11r14113 MODEL o. Oa 4 "' •• N C�P� PVC HORIZ. SLIDER fvNTS CWS 871 ,F�oNA*�.*�� R.LETTE� A 1oFa 1211 MAX CENTER CL `12 lir MAX ENTEC R TO CENTER TO CENTER 3' 3° V*mNbIA. ITW;;!"E;;APCON VANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE O- SUFFICIENT LENGTH TO ACHIEVE A MIN. MAXC�°) (SHEET 4) I I I j I SEENOTE 2 e• MAX (lYP) —:— — __4 — — Mt -fa I1W TEIjgAjgjU jlS MUS P -OR SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. (SHEET 4) 77• MAX • • .11@3AlLLATIOf�SVU�3HAL1 RDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL O.C. (FYP) JI�_ 1 REt� • I 1 y I a`� -•' G M ,'e y SY51EhS �,, i4 . b r in4 WINDOW .,`.a+' M* 5E201 'Y -PS tern aW 44TH AVE. D. ALUMINUM -1/8" THICK M6� , 8083 TS MIN. * 1 * _ scala• RIORIDA 34474 13 SCHEDULE A NOTES - LARGE MISSLE IMPACT OF 11. SEALING AND FLASKING STRATEGIES FOR OVERALL WATER RESISTANCE INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT 2!2412014 (SHEET 4) OF pgppR�apYaNp DpNF®HNIIAL PROPEIWWOUTT THEE VERSION OF THE REFERENCE pb�uuC��U��AAMA a�O� — — I! A LAR E� OF !CHOR LAYOUT - G nuw ppme NOTES: MAX 4' 1 O,C,•(TYP) (SHEETS) BBENOTE 0 MAX UML_ FT F --a- 4" MAX O.C.(1YP) (SHEET 8) D ANCHOR Y T- FIN) THRuwvu� (WQW ¢sol I - INSTALLATION ANCHORS TYP. 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. F (SHEET 5) O I� I I II ' V*mNbIA. ITW;;!"E;;APCON VANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE O- SUFFICIENT LENGTH TO ACHIEVE A MIN. D ANCHOR Y T- FIN) THRuwvu� (WQW ¢sol I - INSTALLATION ANCHORS TYP. 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. • 2 SHIVS REC4,*AjfftET OF IUSTAI`L`TION ANCHORS USING LOAD BEARING BFOMS. MAX. ALLOWABLE SHIM STACK TO BE 1!4' FOR MASONRY OR WOOD, AND 1!8' FOR METAL. USE SHIM$ WHERE SPACE GREATER THAN 1118° IS PRESENT. • 000 • 3. LOAI0iBEARING SHIMS WALL BE MTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. ' V*mNbIA. ITW;;!"E;;APCON VANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE O- SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114° INTO MASONRY THRU FRAME OR THRU 1 BY WOOQ BUCK INTO F 241/2' SHALL BE ACHIEVED IN EITHER DIRECTION. 00.00• • j %WOOD SCR%%ANCVORS MUST V 01 §UFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1378' INTO.2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7i8° SHALL BE ACHIEVED IN EITHER DIRECTION. ep 1i&moD SCREW ANo!R8 I;dUt>I ar. &WFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 172° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION, A MINIMUM EDGE DISTANCE OF 7118• SHALL BE ACHIEVED IN SiTHER DIRECTION. Mt -fa I1W TEIjgAjgjU jlS MUS P -OR SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. • MATERIAL D WITH ATREATED WOOD MUST BE PROTECTESISTANT DISSIMILAR MATERIALS OR MATERIi1i)#4WWTACT WITH P SSUREOATED TO PREVENT REACTION. • • .11@3AlLLATIOf�SVU�3HAL1 RDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A TURNER FL P.E. 68209 A CHANGEb EDGE DIST FROM 1!4° TO 7116° 2/06/281 T BE USED INS 8 w 8 TH8 LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. REt� • • Y.iNSiALLAT10Npq{tUipR CAPACI?I�S�FOR JRODUCTS HEREIN ARE BARED ON SUBSTRATE MATERIAL. WITH THE FOLLOWING PROPERTIES: `e►�� h1S,D�I��u�tararp e�A T�i� ' A. WOOD - MINIMUM SRECIFIC GRAVITY OF G-0.55 (SOUTHERN PINE OR GREATER) a`� -•' G M ,'e y SY51EhS �,, 8, CONCRETE •AilNH4RJM PRESSIVE STRENGTH OF 2000 PSI. C MASONRY - MINIMUM DEI�ITY OF 117PCF, CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. . b r in4 WINDOW .,`.a+' M* 5E201 'Y -PS tern aW 44TH AVE. D. ALUMINUM -1/8" THICK M6� , 8083 TS MIN. * 1 * _ scala• RIORIDA 34474 E, STEEL • 18 GAUGE (.0801 MIN., 33 KSI MIN.nTLE..ANCHOR SCHEDULE A NOTES - LARGE MISSLE IMPACT OF 11. SEALING AND FLASKING STRATEGIES FOR OVERALL WATER RESISTANCE INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT 2!2412014 +1a 6%. E TAT k ES: WN 9Y: 1E: +„+'O A'{ 1y P.��o,C 8200 HVHZ ADE 11!14!13 OF pgppR�apYaNp DpNF®HNIIAL PROPEIWWOUTT THEE VERSION OF THE REFERENCE pb�uuC��U��AAMA a�O� t� ♦iii'•„3 R k0 Ci 1'� EL• 8CAlE: . NO: ��i�em.� / NA a � PVC HORIZ SLIDER CWS -871 NA FMA7AAMA 100(FIN WINDOWS) 200(FLANGE WLNDOWS), , WR a � DVCMC mmow � P HLE _.. -- __ ............ .{•� .,..,.....,.....,.....:-arm®,..o,,., se LAR E� OF • T • EXTERIOR •e.• .• • w . 1 •. INTO HEAD IMPACT HOOK (M) MIDSPAN OF SASH (ITEMS 36 & 38) HEADIJAMB IMPACT HOOWROTARY LOCK LOCATION PROPRIETARYAlm CONFl08NM 2%24/2014 SECTION VIEW A -A THE INFORM1V IM CONTAINED IN THIS DRAWINO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS INC. ANYREPROOUCTION IN PART OR ASAWHOIP WTRi611T THE WRITTEN PERh9SStON OFcoo WINDOW SYSTEMS, INO..IB PROHISCTED. SWEEP LOCKS FEF 27) ONLY ENGAGE PRIOR TO HURRICANE FORCE WINDS. LOOKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB. TYPICAL VERTICAL SECTION NOTFf 6HOW8 MMO GLASS CUTAWAY SECTION VIEW -C-C . 718° OVERALL 118° ANNEALEDarTEMPE ED 7118' AIRSPACE WIG" LAN 1/6' ANNEALED MM DUPONT PVS INTERLAYER 118' ANNEALED PURFECT GLAZE W SIKAFLEX 682 GLASS SITE ,j !1 HEADIJAMB IMPACT HOOWROTARY LOCK LOCATION PROPRIETARYAlm CONFl08NM 2%24/2014 SECTION VIEW A -A THE INFORM1V IM CONTAINED IN THIS DRAWINO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS INC. ANYREPROOUCTION IN PART OR ASAWHOIP WTRi611T THE WRITTEN PERh9SStON OFcoo WINDOW SYSTEMS, INO..IB PROHISCTED. SWEEP LOCKS FEF 27) ONLY ENGAGE PRIOR TO HURRICANE FORCE WINDS. LOOKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB. TYPICAL VERTICAL SECTION NOTFf 6HOW8 MMO GLASS CUTAWAY SECTION VIEW -C-C . 718° OVERALL 118° ANNEALEDarTEMPE ED 7118' AIRSPACE WIG" LAN 1/6' ANNEALED MM DUPONT PVS INTERLAYER 118' ANNEALED PURFECT GLAZE W SIKAFLEX 682 GLASS SITE • b ' i �J 8 7 1 1 INTERIOR _ 1 s sp 2 19 18 a ' 1 . ' TYPICAL VERTICAL SECTION NOTE: SHOWS F0= GLASS CUTAWAY LXTERlOR 1 3 SECTION VIEW F-F SECTION VIEW E-E HEAD IMPACT HOOK (PYP.) - MIDSPAN OF SASH (ITEMS 36 a 36) 8 1 ROTARY LOCKS (ITEM 27) ONLY ENGAGED 1 PRIOR TO HURRICANE FORCE WINDS. 1 17 • • • • : a • • a : I-pOI($ ARE LOCATED AT THE • • • • THIRD POINTS ALONG THE FRAME JAMS. • • • • 1 • • HEADIJAM13 IMPACT HOOKIROTARY LOCK LOCATION LUQ A TURNER, PL P.E. 68201 A CHANGED EDGE DIST FROM 1/4° TO 7/18° 2/08/201 • • • • • 18 • ,tttt;nreny, r•°r °ra�CEA,S •.Qy�� WNDOWSYS EM L4 4r"w "• Nts $®201 1'!l . 1Sa bS d 11r Yo4 PIOR QA ,� P; tL « 9-AX STATE °OX° - "XO" SECTION VEWS - LARGE MISSLE IMPACT PIN : OF ..4v f4Gr. fd�i•�iAf EWES: DRAWN SY: 8200 HVHb ADE TE: 11114113 FROPMm_P, THE iNFORMATtON CONTAM DRApWAWfl ®TI•®9OLE PROPERTYArm CONFIDENTIAL OF CUSTOM �•°'O.�.Y�"��4�'b ODEL' PVCHORIZSLIDER O. O.: X71 $ECT10Nj/)EW 0 D MWNDOWeNP� eSIONOFGUSTO�MWIN�DOW'9 6P7s�ine I�No AXQL3' o �TmE pNpY� REV. LETTER, A E i �J PeaHar I Materiel 1 FF1497 fWa. Sash Meet Rao Kalrtrerk JAIUM 2 FM899 W. S.S.Rl8.8.1i Kayrterk Atum ' 3 I-J.IM MwL Ra% Fxd. Koyrmrk Alum 4 I+=2 Sash Top/Bat. RSA hmmm P✓C S H-OD48 Main Fr., SH. wl!in., WC Mkmrl PIC 6 H8060 Sash Most PA%.PVC M1von PVC 7 H-8061 jSWh Side RA PVC Mkrorl RIC 8 H -W49 Math Fr., SH, W IAg., PIC M1Qon RIC A 83028 180re=RATELb 3ummft to Pe3033 Screw Sprhg, 8,S Hwlay . I1 P3113 l8crm Support, C Teampt"lla Rubber 12 P4218 I Sween Frmra AAmstW . RDWarm 13 F.9228 Screvr Sp3ns,.1E11 M, Wl- Cape 14 W4784 Screen Frena Comer Kay AAnetal on is P4342 8eam8ee•r, 04 Sotmee 89cane 16 83362 Set Set SAL, 85 Dar,; JW x EWx 2' Lg. FrenkLavra IOlbbar 17 FL3428 Walp., 0.270 x .47 back RnW, OW {Rrefab IS FL3b39 isx314°SWara'TEK2Zlnr Feete161 Steel 79 1x4730 1sx1/2-r.. THC22610 _ Fasten.I Steel 22 1 P4779 x+4061 IFWWTOndsm M8x1114FhFH; WhL msm Fasteml . ,vgwn Steel P4089 Keoperl>WtPVC P4479 WeeploverWlk0P MSM RAW L23 98•editRlTrues8NL9 Ajax Steer ckKeeper. P8.4112 Rotary L 0&* • • sugven Zlno tlAratab i24Wapg0N20x.1$76aokFln86a1.O-y 30Barrel tenor r 31tt Wcmomnt,144RO • • • • • KeyO•rk Atum 81998 5-2000• 8.8005 86013 S.W" ITEM 33 NOT Igr tap., PV0 0 0 0 0 0 ►""-- -- ffi Cavar � y 3 718° 8 21111$' PVC FRAME FLANGE -8W �718°-j rVe MGALUMGLAZE BEAD -1112 611$' PVC SCREEN SUPPORT - 6014 t 7 SMH CORNER FRAME CORNER a�r1e° COMSTRUCT1ON CONSTRUCTION I o . a CORNER WEt.p CORNER WR - SASH MTG. RAIL -8060 TALL SIDES) (ALL SIDES) FIXED MEETING RAIL Wir SCREWED TOOETHE 1 T;TME 11 O ALUM SASH MTG. RAIL -1497 18° 1.� 7 PVC FIXED RAIL COVER- 8063 PVC SASH SIDE RAIL -80$1 {6 3H8" p I � 78118" AL° 1/4°-114. 3118 T8iROLLER RACK-177�-}-- r..{{ PVCOLAZEBEAD-8084 ALUM S•B.RJS.S.R.-1498 1 118"� 4 PLAN VIEW -1999 ALUM IMPACT HOOK -1999 318° PVC AN77-LI4 - Z 112° 0 3118° PVC SCREEN CATCH -8013 p 13118° PVC SASH TOPWM RAIL -8082 PLAN VIEW -2000 ALUM IMPACT CATCH -. 2000 LUCAS A. 7118° -,Y No . BB201 ' P " 1900 9w 44-M AVE OCALA, FLORWA 34474 25. � EXTRUSIONS 6 B.O.M, - LARGE MISSLE IMPACT Z.--0 i° STAIR OP f ('°» p �� '8200I4VHZ Sy' ADE �` 11/14113 THE WORMATION CONraHED��sSoRA�mN[a Is�S TINE SOLE PROPEWY OF WSTOM �2412014. ��+,.��4 t.... �%` �e MODEL PVC HORIZ. SLIDER 1:2 O. NQ : CWS -871 WMNDOW TrrE 1 F Is SYSTEM, N OFF WMM MNDG;N 8YBAEMS, IFIL. IB PR IH MM- �". THE - f'`�r eU�j,�r`,S ,+� RSV. LETTER: A HEE'h. 8 OF 8 2ilr— MIN EDGE DIST (SEE NOTE 1) MIN EMBEDMENT IOTE 1) 'OOD BUCK 1SYBUCK BY OTHERS BYINSTALLER BY OTHERS 1M MAX SHIM CE FRAME (MASONRY} 1A (SEE NOTE 1) SEALANT BEHIND FLANGE I U I�1ii1 (O�iI BY INSTALLER INSTALLATION ANCHOR, 3118° DIA. 191 MIN EMBEDMENT MASONRY SCREW WANASHER ` °4 THRU SCREW SUPPORT. "d BY INSTALLER 1/4' MAX SHIM (SEE NOTE 1) (SEE NOTE 1) ° PERIMETER SEALANT ► ° Iff- MIN EDGE DIST +446 SEALANT BETWEEN BUCK AND OeENWG— T— (SEE NOTE 1i ay OTHERS NDER SCREW HEAD A G .ER 211rMNEDGEDIST 444 (�INSTALLATION OONCRETElMASONRY (SEE NOTE 1) � • 4 • 4 4 ANCHOR, �BYOTHERS 4444. • : • Pa P aiP• . p p p•s •. • •f . .•a o • P ' EXTERIOR FINISHJ 1SYBUCK BY OTHERS BYINSTALLER BY OTHERS 1M MAX SHIM CE FRAME (MASONRY} 1A (SEE NOTE 1) SEALANT BEHIND FLANGE I U I�1ii1 (O�iI BY INSTALLER W 114° MAX SHIM� (SEE NOTE 1) • • •• - 191 MIN EMBEDMENT • • u L0.1 (SEE (SEE NOTE 1) BY INSTALLER 1/4' MAX SHIM d►A► (SEE NOTE 1) PERIMETER SEALANT ► ° Iff- MIN EDGE DIST ASHLER THRU SCREW EXTERIOR FINISH ' °P °'DD •o BY OTHERS 3 .6 D , MIN EMBEDMENT ► (SEE NOTE 1i DsD DrD D • � NDER SCREW HEAD A G .ER • SEALANT SEHND FLANGE • • • • (�INSTALLATION •Ds`O� rp 1+-'_ 21PP. MIN EDGE DIST BY INSTALLER ANCHOR, CONCRETEIMASONRY D ALTERNATE PRECASTSILLDETAIL x114° MAX SHIM p 0 N10 WOOD ANCHOR W1 SILL STOOL p ► o ► • i • • PERIMETETT8EAL4A(•Ti' � • 13Y INSTALLER • •••• p, p i • i • • SEALANT BETWEEN • • • EXTERIOR FINISH 0►p° BUCKANDOPENING • • BY OTHERS • BY OTHERS PERIMETER SEALANT 2 SY W000 BUCK BYlNSTALLER BY OTHERS. EXTERIOR FINISH SYOTHERS C HORIZONTALSEOTION ° o.Q°p.4P•>� 7• FRAME (WOOD) P�O�I�i►P•�i sp••p: •p P• •P•A� •••••• B CATION ANCHOR, 3J18°DIA t M•••P . • Pi P• Oaf b • P: • �'°b °♦ •COs •Oi P• PPi P •.x10.'-► ILL INSTALLATION SAME t• •° ib� • ° W 114° MAX SHIM� (SEE NOTE 1) BACKED WASHER THRU SCREW SCREW W/WASHER .W SUPPORT. MIN EMBEDMENT 1) SEALANT UNDER SCREW MEAD (SEE (SEE NOTE 1) BY INSTALLER 1/4' MAX SHIM d►A► (SEE NOTE 1) PERIMETER SEALANT ► ° Iff- MIN EDGE DIST ASHLER THRU SCREW EXTERIOR FINISH ' °P °'DD •o BY OTHERS 3 .6 D , MIN EMBEDMENT ► (SEE NOTE 1i DsD DrD D • � NDER SCREW HEAD A G .ER D••D D•� rDDD.rD b (�INSTALLATION •Ds`O� rp 1+-'_ 21PP. MIN EDGE DIST OTHERS ANCHOR, CONCRETEIMASONRY D ALTERNATE PRECASTSILLDETAIL x114° MAX SHIM p 0 N10 WOOD ANCHOR W1 SILL STOOL p ► o ► WASHER THRU SCREW ► ° ► SUPPORT. (SEE NOTE 1) p, p SEALANT BETWEEN 0►p° BUCKANDOPENING s•I�°M 44y.xy. ; BY OTHERS PERIMETER SEALANT 2 SY W000 BUCK BYlNSTALLER BY OTHERS. EXTERIOR FINISH SYOTHERS C HORIZONTALSEOTION ' 7• FRAME (WOOD) T D B CATION ANCHOR, 3J18°DIA IMILAR FOR 26Y INSTALLATION. dRY SCREW wRJEOPRENE ILL INSTALLATION SAME AS SHOWN BELOW. ON ANCHOR, 3116° DIA. BACKED WASHER THRU SCREW SCREW W/WASHER .W SUPPORT. - SUPPORT. (SEE NOTE 1) 1) SEALANT UNDER SCREW MEAD SEALANT BEHIND FLANGE BY INSTALLER BY INSTALLER 1/4' MAX SHIM (SEE NOTE 1) PERIMETER SEALANT 'ON ANCHOR, 3/18° DIA. Me BY INSTALLER21OD ° •g ASHLER THRU SCREW EXTERIOR FINISH ' °P °'DD •o BY OTHERS 3 .6 D , MIN EMBEDMENT 1} D ' r' , > (EP y D ' q • : r o' rJ: 8E8NOTE 1) DsD DrD D • � NDER SCREW HEAD �r� qD•�•q� rD•6 �• •r r •q r 66° .ER D••D D•� rDDD.rD b NGTH STRUCTURAL •Ds`O� rp 1+-'_ 21PP. MIN EDGE DIST OTHERS (SEE NOTE 1j CONCRETEIMASONRY D ALTERNATE PRECASTSILLDETAIL x114° MAX SHIM BY OTHERS ' 7 FRAME(MASOMM 1 (SEE NOTE 1) SILL STOOL BY OTHERS LUCAS A. TURNER, FLP.E.6=1 FA ICHANGEDED T MIN EMBEDMENT E NOTE 1) MIN EDGE DIST TOTE 1) CWT Plmr�aTARYAND CCWMEURAL 2/24/2014 TIM INFORMATMNWINDOW SYSTEMS. MIC. ANY REANED IPH IODUOflON IYNIPART ORIS THE S A WLE HOM W M OF QOM WRITTEN PERMI8SION OP CUSTOM WIDOW SYSTEMS. INC. tS pROHBITw- 1800 SW 44TH AVE. OCALA FLORIDA 94474 114' TO 7116' IL - LARGE MISSILE IMPACT ADE T8 11/14113 NTS ' CWS•071 A 80178 • SHEATHING (SEE NOTE 1) BY OTHERS :� I EXTERIOR FINISH e• 2 BY WOOD BUCK 7115• MIN EDGE DIST (SEE NOTE 1) BY OTHERS , e.w BY OTHERS. 2 BY WOOD BUCK °pba>t• BY OTHERS. •••• SEALANT BEHIND FIN BY INSTALLER 8:;'Y CK (BEE NOTE I) 114' MAX SHIM, (SEE NOV 1) e'�°• PWANVA ININSTALLATION �� W BY NSTALLEI(•�••s• •a'O', WASHER WINDOW WRAP BY INSTALLER BY NOTE 1) SEALANT BEHINBY 084 RMAUERBE INSTALLATION ANCHOR, PERIMETER SE"T R�FlNIBH` ]JSP MIN EDGE DIST 08 W000 SCREW W! WASHER O H BYINSTALLER (BEE NOTE 1) LT- (TYP)(BEE NOTE 9) 114- MAX SHIM 1112' MIN EMBEDMENT (SEE NOTE 1) (SEE NOTE 1) • •• m SEALANT BEHIND FTN I —WINWRAP BYINSTALLER J BY INSTALLER PERIMETER SEALANT BY INSTALLER F HORIZONTAL SECTION 8 F0V (WOOD) 7L14"_ MIN EDGE DIST (SEE NOTE 1) 2 BY WOOD BUCK BY OTHERS. Knee e r eauon m p . mom I A I CHANGED EDGE DIST E VERTICAL SECTION %—.— . •J Ar FIN (WOOD) PROPRgTARYxmcmrm&m4L . 2/24/2014 .ACSR TYPES, SMSE Tm WORMA71ON COHTAINSD IN THIS ORAW04O IS THE SOLE PROPERTY OF CUSTOM REFER TO WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTENPERMISSIONOFOUSTOM WINDOW SYSTEMS, INC.ISPRO"ITED. 1900 SW 44TH Ave OCALA, FLORIDA 34474 TITI."INSTALLATION DETAIL FIN CONST. - LARGE MISSILE IMPACT PoEM8200HVHZ P-- ADE —' 11/14113 tea'° PVC HORIZ. SLIDER NTS s 2WS-871 ' LEER: A �'�° I OF 8 •••• • ••IFING PWANVA BY NSTALLEI(•�••s• SEALANT BEHINBY RMAUERBE R�FlNIBH` O H m SEALANT BEHIND FTN I —WINWRAP BYINSTALLER J BY INSTALLER PERIMETER SEALANT BY INSTALLER F HORIZONTAL SECTION 8 F0V (WOOD) 7L14"_ MIN EDGE DIST (SEE NOTE 1) 2 BY WOOD BUCK BY OTHERS. Knee e r eauon m p . mom I A I CHANGED EDGE DIST E VERTICAL SECTION %—.— . •J Ar FIN (WOOD) PROPRgTARYxmcmrm&m4L . 2/24/2014 .ACSR TYPES, SMSE Tm WORMA71ON COHTAINSD IN THIS ORAW04O IS THE SOLE PROPERTY OF CUSTOM REFER TO WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTENPERMISSIONOFOUSTOM WINDOW SYSTEMS, INC.ISPRO"ITED. 1900 SW 44TH Ave OCALA, FLORIDA 34474 TITI."INSTALLATION DETAIL FIN CONST. - LARGE MISSILE IMPACT PoEM8200HVHZ P-- ADE —' 11/14113 tea'° PVC HORIZ. SLIDER NTS s 2WS-871 ' LEER: A �'�° I OF 8 IM ALUMINUM OR 1118' SITa MIN. REQUIRED (SE MAX SHIM INSTALLATION ANCHOR, (SEE NOTE 1) (SEE NOTE 1) �, 018 SCREW, THREAD ENGAGEMENT T REQREQUIRED. 1/S'ALUMINUM OR (SEE NOTE 1) PERIMETER SEALANT _ �] .�,.-V^„•.. 1/18' STEEL MIN. REQUIRED EW INSTALLER I j (EEE NOTE 1) SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR 01OSCREW, FULL -THREAD ENGAGEMENT REQUIRED. (SEE NOTE 1) H HORIZONTAL SECTION 9 PROPRIEIARYAND CTSCPIDTBfW 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWMO 13 THE SOLE PROPERTYOFCUSTOM WINDOW SYSTEMS, INC. ANYREPRODUCTION IN PART OR AS A WHOLE WITHOUT THE W MTTSN PBHAISSION OF CUSTOM WINDOW SYMMS. SIC. IS PROHIBITED. LIF SI • •• • • CONTINUOUS DOUBLE 3118• • • • • SEALANT OR EQUIVALENT t INDICATED POINTS BETWEE • • • • • • • • • • • • • SECANT BEHINE`,FLANOE BY INQIT�ERe • • • • '''(' • s • • I_._ IW MAX SHIM • • • • • (SEE NOTE 1) •••• N�� • •• ••• • s • • * INANCHOR • 010 SCREW, FULL THREAD • • • • "RALWAt�111N CR • ENGAGEMENT REQUIRED. (SEE NOTE I) 1/18' pgil� IRED NO d;1SHi 2) (SEE p VERTICALSECTION S PROPRIEIARYAND CTSCPIDTBfW 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWMO 13 THE SOLE PROPERTYOFCUSTOM WINDOW SYSTEMS, INC. ANYREPRODUCTION IN PART OR AS A WHOLE WITHOUT THE W MTTSN PBHAISSION OF CUSTOM WINDOW SYMMS. SIC. IS PROHIBITED. LIF SI Florida, Building Code Online Page 2 of 2 L Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Data Approved Summary of Products Method 1 Option D 12/12/2011 12/16/2011 12/21/2011 01/33/2012 FL # Model, Number or Name Description 11103.1 SGD-8900 SGD-8900 PVC, 2 Panel, 2 Track Sliding Glass Door, OX or X0, 6068. Limits of Use in Instructions Approved for• use in HVHZ: Yes FuI103 RI II CWS -292A (SGD-8900. X0.6068. PVB. IMP od Approved for use outside HVHZ. Yes Impact Resistatt: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-60 Created by Independent Third Party: Yes Oliver. Large Missile Impact, Max. size 6068, DP = +/- 60 Evaluation Reports psi. FL11103 RI AE DuPont PVB NOA 11-0624_01,odf R-1 1103 RI AE EvalRep CWS -292-A (SGD-8900. XO. 6068, PVB, IMP).Ddf EL11103 R1 AE Mikmn NOA 11-0830 09.Ddf Created by Independent Third Party: Yes 11103.2 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door, 16080. Limits of Use Installation Instructions Approved for use in HVHZ: Yes H 11103 R1 II CWS -298A (SGD-8900 OXXO 16680 IMPACT).Odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-60 Created by Independent Third Party: Yes Other. Large Missile, DP = +/- 60 psF, Max. panel size 4'x Evaluation Reports W.,Config. include OXXO, OXO, OX, XO. F- 11103 P AF DuPont SGP NOA 11-062 02 odf FLA1103 R1 AE EvalRep CWS -298A fSGD-8900 OXXO 16080, IMPACT1.Ddf 141 -11103 R1 AE Mikron NOA 11-0830 09.odf_ Created by Independent Third Party: Yes Q'' Contact Us :: rtTala„asFL 32399 Phone: 850-487-1824 The State of Florida Is an ANEW employer. Ce rftt 2007-2013_State of Florida.:: Privacy Statement : ,. AMoSsibilitY SlaWmert :: Refund Stateme� Under Floridd taw, eirraIl addresses are pubpa records. If you do not want your e-mail address released in response to a public -records request, do rat send eleclm Ic mad to this entity. Instead, contact the office by phone or by tradMoral map. If you have any questions, please contact 850.4871395. *Pursuant to Seddon 455.275(1), Florida Statutes, efliactive OUaW 4 2012, pcen,em licensed under Chapter 455, F.S. nest provide the Departrrrarrt with an ema8 address if Chep have ova. The craps provided may be used for official communldatWn with the licensee. However email address are pubdk recant. Hyou do not wish to supply a personal addrms, please Provide the Depafmant with an email address which can be made avaiable to the public. To deterntina If you are a licensee under Chapter 455, F.S., ids dick hemm . Product Approval Accepts: • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • •• • • • • • • • • • •• • • •• • • • ••• • • • ••• • ••• • • • • ••• • • • • • • ••• • •. • • • • • • • • • • • http://www.floridabuilding-orrg/pr/pr app dtl.aspx?param=wGEVXQwtDq srpuGvtit®..:4/1IV2014 Lucas A. Turner, P.E., MEBA, Evaluation Report 298.x►. 2080 Mauve Ter. -North Port, FL 34286 Ph. 941-380-1574 December 14, 2011 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -298A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011. 2) Test Reports 14CTL-210-3506-1 and -lA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/LS.2/A440-2005, and ASTM E 1886/1996.2002. 3) Supplemental Calculations to support CWS -298A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011 Installation: Units must be installedaccording to approval document CWS -298A. Limitations of Use: This product: • May be used in up to 48 5/8" x 93" panel sizes (95 1/2" max. door height), with glass types and max. glass daylight sizes as shown in CWS -298A • 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 SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami - Dade N.O.A. ##11-0624.02 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A.# 11-0830.09 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. Luras A. Tumor, P.E. 2011-12-1418:58-05:00 FA., X% .. ,�v € r a•m.g_r 7Y +_ No 582E-1 �0 STATS. OF i�909 4:, �ueask T*. or, PtE. • FP PE #5820;• • • ••• . . . . ••• Isla;� i i • i i• i i i• i 000 0 0 • ••• • • SLIDING GLASS DOOR (LARGE MISSILE IMPACTI -,-144 Wa- UAX OVERALL WIDTH • ••• •• • •• •• •••TABLEDFAaM ••• Q%IERAL NOTOI & ELEVAi14I0 it • • ANCHOR 8CHEI3ULE & NOTES__ iVMHAFIT 08LAIIII10 DETA4....•.•% • • SECTION Vlcm=,� • _ I IM TI001 DGTNLS y�'S • 0 36 .8614 MAX O�VEER•ALL WIDTH - 41 lir PANEL W IIDDTH I GLAASS OLO 0 1 is I QLLOSS 4-I/ wmATmmr.Pa 2DI1-1&1418�PAe:QO PROMMARrA1m00FA EKglAL 12/14/11 THE fNFOf=TION WWAPIHD IN THIS DRAW W0191r {M SOLE FROPMWOPCU9TT WINDOW SY9Tr PIG. ANYREPAODUOROU PART ORASAWHCLEWITHOUTTH6 WR11"fEN PERIdiSSfONOFCU=MWINDONf SY87E T, D10. IS PROMMMO. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING HVHZ. 2. GLAZING DETAIL: (SEE SHEET 3) 3. APPROVED CONFIGURATKKNS: "OXXO°, "OXO", "XO", "OX" 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 331!3%STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7 - B'F6R INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cda1.6 WAS USED FQFCWOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL-210.3§06.1, to 6.89RIF-8 t MODEL DESIGNATION: SGD-6800. 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING 'IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X-OPERABLE.SASH, O -FIXED SASH. 12. SECTION CALLOUTS APPLY TO ALLCONFIGURATIONS. 13. EXTERNAL WEEP SLOT =114 x 1" LOCATED 4" FROM BOTH ENDS. FBO 1 I It1?1201.11 No 582U1 .••O$ 1900 SW 44TH AVE. OCALA,, FLORIDA 34474 ¢. GENERAL NOTES & ELEVATION - LARGE MISSILE - IMPACT STATE C1P8900. r ADE 08/03!2008 ,< a R to..O`s+y NT$NO : CWS 298 ?�6N'Als+SGD X11#111liill+� WffER:A 1 OF 9' ae at9^ MAX, �I PANEL MPTH D GLASSLO t i 1/2" AX VERALL EIGHT e� 0 X 0z MAXGIA PANEL DLD HEIGHT L• • • . • ••• •• • •• •• •••TABLEDFAaM ••• Q%IERAL NOTOI & ELEVAi14I0 it • • ANCHOR 8CHEI3ULE & NOTES__ iVMHAFIT 08LAIIII10 DETA4....•.•% • • SECTION Vlcm=,� • _ I IM TI001 DGTNLS y�'S • 0 36 .8614 MAX O�VEER•ALL WIDTH - 41 lir PANEL W IIDDTH I GLAASS OLO 0 1 is I QLLOSS 4-I/ wmATmmr.Pa 2DI1-1&1418�PAe:QO PROMMARrA1m00FA EKglAL 12/14/11 THE fNFOf=TION WWAPIHD IN THIS DRAW W0191r {M SOLE FROPMWOPCU9TT WINDOW SY9Tr PIG. ANYREPAODUOROU PART ORASAWHCLEWITHOUTTH6 WR11"fEN PERIdiSSfONOFCU=MWINDONf SY87E T, D10. IS PROMMMO. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING HVHZ. 2. GLAZING DETAIL: (SEE SHEET 3) 3. APPROVED CONFIGURATKKNS: "OXXO°, "OXO", "XO", "OX" 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 331!3%STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7 - B'F6R INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cda1.6 WAS USED FQFCWOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL-210.3§06.1, to 6.89RIF-8 t MODEL DESIGNATION: SGD-6800. 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING 'IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X-OPERABLE.SASH, O -FIXED SASH. 12. SECTION CALLOUTS APPLY TO ALLCONFIGURATIONS. 13. EXTERNAL WEEP SLOT =114 x 1" LOCATED 4" FROM BOTH ENDS. FBO 1 I It1?1201.11 No 582U1 .••O$ 1900 SW 44TH AVE. OCALA,, FLORIDA 34474 ¢. GENERAL NOTES & ELEVATION - LARGE MISSILE - IMPACT STATE C1P8900. r ADE 08/03!2008 ,< a R to..O`s+y NT$NO : CWS 298 ?�6N'Als+SGD X11#111liill+� WffER:A 1 OF 9' W MAX = MAIC Q.G. (TYP) cm O.C. e 11 in alm. ANOHOR LAYOUT A THRU FRAME (MA80NRY OR WOOD) NOTES: 1. INSTALL TWO ANCHORS AT'EACH LOCATION, SILL ANCHOR LOCATIONS SAME AS HEAD. 2. SHIM AS RECeD AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4•. USE SHIMS WHERE SPACE GREATER THAN 1/16° IS PRESENT. OAD HIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR.BETTER. WOOD SHIMS ARE NOT ALLOWED, t43MWO[A-ITWTAPOONST BE OF SUFFICIENT LENGTH TO ACHIEVE A MN. EMBEDMENT OF 1 1/4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1 1/8° SHALL BE ACHIEVEb IN ANY N. 4MINI R -TO -CENTER DISTANCE OF 2 7/18° SHALL BE ACHIEVED BETWEEN ALL TAPCONS. FIXED PANEL CLIP ANCHORS -MUST BEAT LEAST 3° FROM INSTALLATION ANCHORS. IDIA. WOUIDISCREW ANC QnS ST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK OR.FRAMING. A MINIMUM EDGE DISTANCE OF 71W SHALL BE ACHIEVED IN ANY DIRECTION. FIXED PANEL MU AT V Ffi@M INSTALLATION ANCHORS. ANCHORS MUST @E 4EA% ••••• %Atl1. INSTALLATION ASICHORS p1UST BE ppADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS PROTECTED TO PREVENT REACTIONS. OR MATERIALS IN CONTACT WI PRESS E TREATED WOOD MUST BE • 096900 LUCAS A, TURNER, EL P.E 68201 A I UPDATED PER 2010 FW 11/1212 i• IWALLATIq[V,�WC RS SFIALL BE IN ACOORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL WUNBWRATES NGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ulaaPp yO NOT BE USED) tf" ��• • •• e IUSTALLATION ANCHOR CARACITIIN PAR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: i'tiA `et+. �'/� orf✓ .tC'E'N S �e a CY; Y••••••• lr'yy +j wDmws&'DOORS ' WOOD IRS PECIrIC ONAWIYOF G -D.66 {SOUTHERN PINE OR GREATER} ; N9 5B2tl1 :� $ 1900 SW 44TH'AVE. �. CONCRETE' -UM C.OISP�gESSIVE STRENGTH OF 3,200 PSI, MASONRY GTN { {?NFORNUINCE TO ASTM 0-90, GRADE N, TYPE 1 {OR GREATER), d ti : ek # fr r OCALA, FLpRNA 34474 • 6. t A � . 7 9 EALING AND FLASHNG STRATE ?C)R'OVERALL WATER RESISTANCE `� al bNSFlALL BE DON* NVOTWERS IN ACCORDANCE WITH THE CURRENT TALLfRC ° 4 STATE, OF � 14 C ti� .a c .� .�. A OR REDUCE & NOTES •LARD MISSILE'IMPA KAWN ' 89D0 ` ADE ' 06103/2 . LVERSION C VERSION • AAMUll PR•PRWARYAND CONFMWAL 12/14/11 THE INFORMAT= 0WWOM owAMqD M THIS bRAwm f8 TH6 scLE PMPMMOF WSTOM wRfrtENPCNOFGU9TOM��WIkCOWN w8YST6M8, INC.IB PROHiB1TE0. TH8 20F8 V OVERALL 3118" TEMPERED 919° AIRSPAOE Thr LAMINATED GLASS 31181 ANNEALED GLASS .0" SENTRY GLASS IONOPLASTINTERLAYER 9118° ANNEALED GLASS GLAZE°H° • •. • • • 4 •.• • • • lose •• • 0:• ••I^F 1n • • • • 0 • 90 0 00 .000000 ••• • 0000 0.0.00 • • • GLABS TYPE A 000 • • • • • •. • • • PROFFMARTANDCQNPIDENTIAL 11/14/11 :....o • • THE INFORA4ATIWaCQMAgVEp INTM9 bRAWIN0I9THE &AE PRaPER-"OFCUWI OM • • :0.00- •• WINDOW 8Y8TENf9,INO. ANYRB�libOUffffON INPARTQR ABA WHOLEWMM TTf{e • • 0 WRITTEN PERMISSION OF CUSTOM WINDOW SY57EM 00 Is PRQH®RED. SILL RISER MAX. POSITIVE DP OPTIONS (PSF) 1911 SITE NO SILL RISER 80* 1737 SILL RISER 60 * INSTALLATION DONLY WHERE WATER INFILTRATION RESISTANCE IS 1141 REdUIREO. • •. • • • 4 •.• • • • lose •• • 0:• ••I^F 1n • • • • 0 • 90 0 00 .000000 ••• • 0000 0.0.00 • • • GLABS TYPE A 000 • • • • • •. • • • PROFFMARTANDCQNPIDENTIAL 11/14/11 :....o • • THE INFORA4ATIWaCQMAgVEp INTM9 bRAWIN0I9THE &AE PRaPER-"OFCUWI OM • • :0.00- •• WINDOW 8Y8TENf9,INO. ANYRB�libOUffffON INPARTQR ABA WHOLEWMM TTf{e • • 0 WRITTEN PERMISSION OF CUSTOM WINDOW SY57EM 00 Is PRQH®RED. SILL R18ER MAX POSITIVE DP OPTIONS t�Fl 7 3 1 e0� 1737 SILL RISER SO 18 18 9 8 ' 2 P 19 0 $ 1 8 SECTION VIEW B-B 10 1 1 LI � • 2 1 4 �� LiJ • 19 • obo ••• • • • ••• 8i rr, • 1 • • Q ��, _ 1 LUCAS A. TURNER FL P E 66201 A UPDATED PER 2Q1 Q PBC 11/1212011 • • • • • • I I ,+4�411110Ir1J/!! ��►"�" • •• •INSTALLATION WITH N0 SILL RISER ALLOWED ONLY WHEREfi...yfig� 18 NOT REQUIRED. `,fi�,�° -pi OaS 1900 SW 44TH AVE. II1 �1 �! 1 WATER INFILTRATION RESISTANCE Np Sg204 •• I, I• S * w OCALA FLORIDA 34474 • • ® . – 9 0. j It SECTION VIEWS, OXXO • LARGE MISSLE•IMPACT S 1)°t STATE OF 14V 1 • •• •• • • •••••• Q '• Www • �••F P'• ~ �-y'�a4 "...... ��+ 8900 ADE Q8/03/29Q8 SGD NTS O. : CWS-288 • • THE INFORMATION CONTAINED THIS DRAWING IS THE SOLE PROPERTTYYlOFCUSTOM WINDOWTHE orCUSTOMMWINNDDOW IN PART `''rt�10i i�1116v*� tl - 40FS •SECTION-AWA-A� �N P�+IW6a IND.tto P�BREDD. p SILL R18ER MAX POSITIVE DP OPTIONS t�Fl NO SILL RISER e0� 1737 SILL RISER SO r SILL RISER MAX P081TIYE DP OPTIONS t 7 NO SILL RISER 90� 1737 SILL RISER 80 1 13 78 23 a to B 9 3 2 �J 9 9 t 8 TYPICAL HORIZONTAL SECTION i OXO 18 7 5 9 13 c�T 9 2 t WITH NO SILL ALLOWED ONLY ERE • e • � 19 WATER INFINSTALLATIILTRATION ON RESISTANN CE IS � REQUIRED. • • • • • • • • TYPIOAL HORIZONTAL SECTION . • • • . • 1 • • • OX or X0 LttCAS A. TURNER, FL P.E. 99291 A UPDAT/E.//D1PER2010 FSC 11tf2NZ011 • � • • • • • • 6'�tS1119Rrfi/rt'r • • • • • '` ��`��LLr'TZY ie.ia��.,�,�.+�� • •• • •• •••••• �10 0 V. WA9TbiV5'&DOORS No 58204 1800 SW 4efTH AVE. • • • • • • 00: • • • • • • ITEMS NOT SHOWN FOR CLARITY: l S OCALA, FLORIDA 34474 • • i • • • • • • 10.29.32 ..�/ : q L * f 4 nTLE' SECTION VIEWS, OXO &.XO • LARGE MISSLE IMPACT tltttiWN • • f G31: 6TAT@ OFA 3�ta '• �.7` S 8800 . ADE 09/03/2Q06 • • • • • • • : • • • • • • • :000 PnoprAmmmAND CONRDENi1AL - 12/14/11 n{HENFOwsOATI�t.wCaDINThIUDRAWING SOLE WOH6IEWOMTHE .e '"�'�'lR+•S 1 Q p Yd �'� � o~ E • �dlj�SJ'••'•a`+r�,C9o� Sao NTS �NPkf- 4• O.: CW$•288 • •• • •• NA�E WRITTEN PERhll9Srow�areTONIWa•IDOW EY6TE6S3, 9k7.IS PpON�REb. +!� +� renrrlr4u• p, r,OFa • •• *000 • • • • SILL RISER MAX P081TIYE DP OPTIONS {PSFj NO SILL RISER 90� 1737 SILL RISER 80 118° • • s • • r �r� CSC • • • • • • •AnRAGAL, SOD, PVC • • NOTE: ALL ALUMINYM 1 • • • 8063 -TS 8.18118' 1 1 718° d �COOOC� .t00 PVC OUTER FRAME - 8042 4 Asa 118° ALUM.RESVFORCEMENT-1591 30 1 iB 080 PVC GLAZING BEAD - 6037 —1718" ""o ,111811 ., 0 6 4 9 2 73V18° 39118" 39119" 3�j 81,8" .060 . .ta0 g 1� ALUM. HIGHRISE -1 PVC PANEL INTERLOCK -8034 PVC PANELIFRN ILE.6032 PVC PANEL INTERLOCK -6033 21 1 818" .Oso 8 L 13Is" v2° d ROLLER TRACK -1665 ILL_ t 18116" 36 ALUM INTERLOCK REINF-1769 07B 9 3118° 1 pLr e11a° ALUM. REINFORCEMENT -1690 m I 1 w FRAME CORNERS SCREWED TOGETHER I I I I L_ VENTS FULLY WELDED 3 t 118° 21118° FIXED PANEL SUPPORT -1722 )LD COVER 9900) IKEYMARK IALUM 2000 PVC SCREEN TRACK - 8041211118° 3!a- i� «I-813° vie° PVC.INTERLOCK SNAP • 8035 1 I 112° 1 s1e° 7 91 �+--21!18°—+ 11/4* — — — • • �_ SILL THRESH COVER -1784 PVC SCREEN ADAPTOR -8048 PVC TRACK FILLER - 6040 PVC WELD SUPPORT- 6048 • • • 4 .1002 St8" LUCAS A. TURNS FL P.E. 59201 A UPDATED PER 2010.FBC 1.1/12/2011 5 ittlgetrtrr7tr . ••••• 37178' 060 ',y"yqyy�rll?Rsty ••••• 715° • • • • + *7d No 58201 %'A. 44TH AVE • • • • 8 1118° ALUM. FIXED PNL COVER -1618 t * 3 GALA, FLORIDA 34474 • ALUM. FIXED PNL CLIP -1697 0= { UTIONS & BOM • NON -IMPACT iIQIINFORCEMENT -1728flufle%. 8TA7 L= OF l f:+ y • • • • • • 's�0. •.,� p P°�8900 ADE 06!03/2008 SAO. •• PVC SCREEN CHANNEL -8044 WINDOWa roOWS � NPART R pWRO��UT� �'1+��$�,0��~ SGD A2 0 0' S0F8� • 1114" MIN EMBEDMENT {THAU FIXED PANEL CLIP) 11W MIN EMBEDMENT– ICI OONCRETFIMASONRY— BY OTHERS 2711 MIN CNTR TO CNTR DIST [01 1118_ MIN EDGE DIST— (ol V -P MAX. SHIM 101 • •• �`-- PERIMETER SEALANT 1 BY WOOD BUOK BY INSTALLER BY OTHERS IA1 I Iff MIN EDGE 61ST EXTERIOR FINISH BY OTHERS ICl • •• 27110' w • • MIN NTR TO C SEALANT BETWEEN BUCK' �� 0] (ol AND OPENING BY OTHERS SEALANT UNDER SCREW OONORETEIMASONRY1 114_ MIN EMBEDMENT YOTHERB 104 404040 400 • 1 BY. WOOD BUCK • • • NAMETER SEALANT • BY OTHERS [A] L EXTERIOR FINISH V6' MAX. SHIM BY OTHERS 181 PERIMETER SEALANT INSTALLATION �i 31 5' DIA. MASONRY ANOHOR WI BY INSTALLER I I WASHER Io] • •• • ••• • • •• e 4040• w • • • • • 0 4040•••• ••• • • i • SEALANT UNDER SCREW • • • • • • • • • b HEAD BY INSTALLER 104 404040 400 • • • • NAMETER SEALANT • • • • • • • 4WSISTALLER/00NOT • $d��: OOdER WEEP • • k• •w �gi8g T a 'a�.i►o i�,''i • • 4040. 4040 I• 4040 40• •• • • 1 IIID MIN *DG i DI • (CI • • M YERVIOAL SEOTION ONRV • 4040 4040•• -HIGHRISE SILL EXTERIOR1 B HORIZONTAL SECTION 7 RAME( BEAD OF SEALANT BETWEEN HIOHRISE SILL AND FRAME BY INSTALLER INSTALLATION ANCHOR Stir OA MASONRY ANCHOR W/ WASiERIC] MNORETE/MASONRY 1. INSTALLATION IANCHOR DETAILS ALSO IY OTHERS APPLIES TO °OXO° 3 PANEL CONFIGURATIONS & -W, °XO° 2. PANEL CONFIGURATIONS. MIN EMBEDMENT x ✓e PRow�ErARVANDeatrETnaHTrae 12/14/11 THE WOMAMON CONTANED N THIS OHAWWO M THE SOLE PRCPE10YOF CUOMM WINDOW SYSTEM8I IND. ANY REPRO -H) ON Utl PARTOR!AWHOLEWn1=THE WtiIT7EN PERMI99 ON # OU8TOMYANDCW SYSTEMS INC.IS PROHIETTED. ff PeREMETER SEALANT - BY INSTALLER EXTERIOR FINISH J BY OTHERS I By WOOD BY OTHERS 1 TIV MIN EMBEDMENT MIRU FIXED PANEL OLTP) •1 ,116' MIN EMBEDMENT Io] • 2 7/I VMIN CNTR TO CNTR DIST IO1 -J-Ur MIN EDGE DIST (0) CONCRETE/MASONRY BY OTHERS BEMENT BETWEEN BUCK REFERENCE NOTES: [A] SEE NOTE ",SPIT 1 181 SEE NOTE 213, SHIT 2 [C[ SEE NOTE 4,.SHT 2 [D] SEE NOTE 5, SHT 2 Na 58201 1800 SW 44TH AVE: y C OCALA, FLORIDA 34474 STATS KIP' ,�dv,� NSTALLATt ILfNiBYSUCK-LA GE I s''\4 8800 ADE o. 06/03/2008 SGD NTS ' CWS -288 +e�yl�i�ri`�r A ` 70F8 •i SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2 BY WOOD BUCK BY OTHI EA] EXTERIOR SHEAT BY OTHERS EXTERIOR FINISH SY OTHERS 131$° MIN EMBEDMENT 114 pi 1318° MIN. EMBEDMENT 1 HIM• 114' MAX SHIM- ��] INTERIM � INSTALLATION ANCHOR (THRU FIXED PANEL CLIP) INSTALLATION ANCHOR She DIA. MASONRYANCHOR W/ 1i WOOD SCREW W/ WASHER (D] j WASHER D i Yx MIN EDGE DIST j ED] * =& CONCRETEWASONRY BYOTHERS ONO 2 BY WOOD BUCK BY OTHERS [A] S Y� +� nee,•ec 0QCA+en+r E-MRIOR PERIMEn -71810 MIN EDGE DIST [Dl -12M MIN EMBEDMENT [Dl --1/4' MAX. $ HIM Eel INSTALLATION ANCHOR, 410 WOOD SCREW 1W WASHER 1D] EXTERK)RINTERIC • 1010 • • • HIGHRISE BILL • 1010• • • 1010 • 1010• INSTALLATION ANCHO.-R.-+- • • • i BEAD OF SEALANT BETWEEN 3118' DIA, MABENRi(•L`.�i��R HIGHRISE BILL AND FRAME MER(0] • • • • BYINSTALLER r SEALANT UNDER SCREW OONCRETE/MASONRY P 91M BY INSTAU" • • • BYOTHERS • • • • i � 1010• • 1010 B•ETER SEALANT YINSTALLER�I ILIOis• i' goi S�yiI WEEP ES • • pi• �$ .fie ii %i v v Pv • • i ... log •i & MIN. Eol QII.• I�ltti° MIN, O Q' [D] • • • I&L 1010 0010• 8. COD) D HORIZONTAL SECTION 8 OD] 1. INSTALLATIONS / ANCHOR DETAIL ALSO �+.�`?t >z W,$+'; APPLIES TO "OXO" a PANEL CONFIGURATIONS [C] &'OX', 'XO' 2 PANEL CONFIGURATIONS. S� N9 58289 x =$o RTATg OF PIIOPRIINARYANDCONAIDI£NTIAL IV14111,LOR,04 WINDOW 7Wa,WOMTKIN ��p PROODUCTIONININ Pia ASB PA WROLEWI'FIWTTHE °��% rpt WFMm PERK ssm OF OUBTOM WINDOW SYST2M , IND. 19 PR'4HBRED. ��°ltopjllp{ty EXTERIOR F BY OTHERS UPDATED PER 2010 FBC 1900 SW $4474 -]1+18_ MIN EMBEDMENT . ED] -ZC MIN EDGE DIST €Dl CONCRETEIMASONRY BY OTHERS SEALENT BETWEEN BUCK AND OPEMNCi BY OTWERS 2 BY WOOD BUCK BY OTHERS EA] s ;1=19Ail =1 �[FiAPL9iTZ4 IATSEE NOTE' 10, SHI [S;, SEE NOTE 2&3,'SHT 2 [01 SEE NOTE 4, SHT 2, [D] SEE NOTE 5, SHT 2 $OF$ Florida Building Code Online Page 1 of 2 Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre miafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 pfiompson@cws.cc -Category Exterior Doors Subcategory Stidinq fxtenor Door AssembEfes Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardoopy 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 F I1sn3 RI COI EvalReD CWS -292A fSGD-8900 XO 6068 M iw).odf Referenced Standard and Year (of Standard) fiLaar •• ••• 0 0 • • • # • • • •• •Year AAMA(WDMA/CSg/101/I.S.2/A�f40-OS • • • • • • • • • 2j105 ASTM E1300-04 • • • • 000 • • • • • • • • • • • 4 ASTM ET886-02 7002 . ASTM E1996-02 2002 TAS 2011202/203 • • • • • • • • • • • • 1990 • • • • • • Equivalence of Product Standards •• • • • •• • • • • •• • • • • •• . • • • • • • • Certified By 000 • ••• • • • • ••• • • • • • • • • • • http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtiaE'r*?r�vu��+..;-Nl4/2014