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WS-16-508 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253515 Permit Number. WS-2-16-508 Scheduled Inspection Date: March 15,2016 Permit Type: Windows(Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: HUMPHRIES,CHARLES Work Classification: Window/Door Replacement Job Address:9127 NW 1 Avenue Miami Shores, FL Phone Number Parcel Number 1131010160100 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 17 WINDOWS WITH IMPACT.SIZE FOR SIZE. lnfractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed fk%-- Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 14,2016 For Inspections please call: (305)762-4949 Page 13 of 30 l 3 t m Miami Shores Village ` „ 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 �z, = r Phone: (305)795-2204 � �; ' ' �Fi: ,: ��, ,� ,{0. {'. a Expiration• 29/2016 Project Address Parcel Number Applicant 9127 NW 1 Avenue 1131010160100 CHARLES HUMPHRIES Miami Shores, FL Block: Lot: Owner Information Address Phone Cell CHARLES HUMPHRIES 9127 NW 1 AVE MIAMI SHORES FL 33150-2248 Contractor(s) Phone Cell Phone $ 37,742.00 Valuation: FLORIDA HOME IMPROVEMENT (954)792-4415 _...__......"...__. __ ._ _ Total Sq Feet: 0 Type of Work:REPLACE 17 WINDOWS WITH IMPACT.SIZ Available Inspections: No of Openings:17 Additional Info: Inspection Type: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount �Date Pay Type Amt Paid Amt Due CCF $22.80 Invoice# WS-2-16-58801 DBPR Fee $4.05 02/24/2016 Check#:21981 $50.00 $303.90 DCA Fee $4.05 Education Surcharge $7.80 03/02/2016 Credit Card $303.90 $0.00 Permit Fee $270.00 Scanning Fee $15.00 Technology Fee $30.40 Total: $353.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assu a responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,P UMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin ermor I authorize the above-named contractor to do the work stated. March 02,2016 Authorized Si a re:Owner / Applicant / Contractor / Agent Date Building Department Copy March 02,2016 1 CF Miami Shores Village 713Y: EB 24 2016 00 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 �t1 INSPECTION LINE PHONE NUMBER:(30S)762-0949 5 `\ FBC 20 � � BUILDING Master Permit No. S (C ` nus PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION DRENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9127 NW 1 AVE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3101-016-0100 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):CHARLES HUMPHRIES Phone#: Address:3127 NW 1 AVE City: MIAMI SHORES State: FL Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City. HOLLYWOOD State: FLZip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#. CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$37,742 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: REPLACE 17 WINDOWS W/IMPACT. SIZE FOR SIZE Specify color 9f color thru tile. 63 Submittal Fee$ ' "®' Permit Fee$ 0 CCF$ —1Z�� CO/CC$ 10 Scanning Fee$ liS , Radon Fee$ L4 ' ®G DBPR$ %4 ' —Notary!' Technology Fee$ 30 1 q 4 Training/Education Fee$ -1 Double Fee$ C99 Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) f4ondim Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no be approved e�njra reinspection fee will be charged r Signature&Owk i.IA4 Signature Owner or Igent Contractor The foregoing instrument was acknowledged before me this Z z The foregoing instrument was acknowledged before me this day of RF b ,20Ifo,by CHh FL*_5 I,-u'19+4Clt s day of F'� ,2d� ,by WaV Nc T• i OZVE1 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. as identification and who did th. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: /L ,A 4.�iV, P�- Print: ANTONIO HERNANDEZ My Commission Expire�s�s�'��'e��P My Commissio Exp * * MY COMMISSION#FF 164915 EXPIRES:October 1,2018 i q,',4dr"� Bonded Th,BWpt Notary Seft s $e�A�k�k�k$a8�8�8ak�k8�8s�k�k�kd��k�k�k�kH��k�k�R�R��k�A�k�k1�p****ak �kH�dt�k�k�k�k�k�k8a$s$$s�k�B�k�ksk�&s&ski&�k�R�B�k�R�k+k�k�k�k$��k�kd��k�k�k skd��ds�k�k�ksksk�kd�sb�k�k��k�ksksA�kd��k��k�k�k�R�k�k APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Prope Search Application-Miami-Dade County Page 1 of 2 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:2/15/2016 Property Information Folio: 11-3101-016-0100 Property Address: 9127 NW 1 AVE Miami Shores,FL 33150-2248 Owner CHARLES E HSJMRUUS& 04 RICHARD DIRENZO Mailing Address 9127 NW 1 AVE MIAMI SHORES,FL 33150-2248 Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds i Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,122 Sq.Ft Living Area 1,678 Sq.Ft Taxable Value Information Adjusted Area 1,882 Sq.Ft Lot Size 8,662.5 Sq.Ft 2015 2014 2013 Year Built 1957 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $89,2071 $88,1031 $86,063 Year 2015 2014 2013 School Board Land Value $140,595 $117,284 $77,947 Exemption Value $25,000 $25,000 $25,000 Building Value $130,987 $127,600 $127,600 Taxable Value $114,207 $113,103 $111,063 XF Value $703 $707 $711 City Market Value $272,285 $245,591 $206,258 Exemption Value $50,000 $50,000 $50,000 Assessed Value $139,207 $138,103 $136,063 Taxable Value $89,207 $88,103 $86,063 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2015 2014 2013 Taxable Value $89,207 $88,103 $86,063 Save Our Homes Assessment Cap Reduction $133,078 $107,488 $70,195 Sales Information Homestead lExemption 1 $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Second Exemption $25,000 $25,000 $25,000 12/01/1997 $122,500 17919-0736 Sales which are qualified Homestead 08/01/1994 $90,000 16493-1560 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Short Legal Description MIAMI SHORES MANOR PB 45-13 LOT 9 LESS N1 OFT&N5FT OF LOT 10 &W5FT OF S82.5FT OF N92.5FT OF LOT 12 LOT SIZE IRREGULAR 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 Countv assumes no liability.see full disclaimer and User Aoreement at httD://www.miamidade.00vfinfo/disclaimer.asc httn://www.miamidade.Lyov/DrolDertvsearch/ 2/15/2016 ��„�•, FLORIN OP ID:JP CERTIFICATE OF LIABILITY INSURANCE DATE TEDNYM (MM o 16 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 endorseme s. PRODUCER NpMEAcr Graham Troyer The John Gait Insurance Agency PHONE854281-7070 a No):854-281-7080 6300 NW 5th Way,Suite 100 c No Ext Ft Lauderdale,FL 33309 E SSS: Graham Troyer INSURER(S)AFFORDING COVERAGE NAIC B INSURER A:Scottsdale Insurancelindemnity INSURED Florida Home Improvement INSURER B:Scottsdale Insurancefindeminity Associates,lnc. INSURER C: 4070 SW 30th Ave Fort Lauderdale,FL 33312 INSURERD: INSURER E: INSURER F 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, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AD POLICY NUMBER POLICY EFF POLICY EXP UMC A X COMMERCIAL GENERAL LIAINUTY EACH OCCURRENCE $ 11000,00 CLAIMS-MADE I—XI OCCUR CS0000293 02/28/2016 02/28/2017 PREMISES Ea ocxurrence $ 100,00 MED EXP(Any one person) $ eXclU PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 X POLICY JE& LOC PRODUCTS-COMP/OPAGG $ 2,O�r00 OTHER: $ AUTOMOBILE L COMBINED SINGLE LIMIT $ Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS NO-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Permciderrt UMBRELLA LAB X OCCUR EACH OCCURRENCE $ 2,000,000 B X EXCESS UAB CLAIMS-MADE 50000693 02/28/2016 02128/2017 AGGREGATE $ 2,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS,LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE N I A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? El (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ Ii yyeess describe under DESdRIPTION OF OPERATIONS below E.L.DISEASE-POLICY OMIT $ 11 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached B more space Is required) License # CGCO61890 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores,FL 33138 AoD REPRESENTAm� ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD ,4►c Ro v® CERTIFICATE OF LIABILITY INSURANCE2!25/2025/20'x'°°"""' 16 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 endorsemen s. PRODUCER CONTACT NAME: Bateman Gordon and Sands PHONE FAX 3050 North Federal HwyE-MAIL ac No)- -2006 Lighthouse Point FL 33064 ADD INSURER(S)AFFORDING COVERAGE NAIC B INSURER A;Amerisure Mutual Insurance Co. INSURED FLOH04 INSURER B Florida Home-Improvement Associates,Inc INSURERC: 4070 SW 30th Avenue INSURER D; Hollywood FL 33312 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:1513868671 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, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADDLISUISR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMID LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREMISES Ea cccurrenoe $ CLAIMS-MADE F—I OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ POLICY PRO ECT E LOC $ AUTOMOBILE LIABILITY CO (Eaaccldent) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SACHEEDDULED BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Per accident UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION Y WC21001840002 2/28/2018 2!28/2017 X I STAT% I I OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE❑ NIA E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 "r f yes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $600,000 DESCRIPTION OF OPERATIONS f LOCATIONS I VEHICLES(Attach ACORD 101,Additlonal Remarks Schedule,B more apace Is required) Workers Compensation: Blanket Waiver of Subrogation,as required by written contract,per WC000313 0484 ALL COVERAGES SUBJECT TO THE POLICY TERMS,CONDITIONS AND EXCLUSIONS General Contractor License#CGCO61890 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miaim Shores Village FL 33138 AUTHOR �D REPR ENTATIVE 77 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD TRZ,EV-0C� D FE 2 412016 s ® 4 s B a i 9 1519 SW 30 Avenue,SWte 020 F.�®c fR,. V Bo�M Boyrdon Beach,FL 334328 I.65 Braved Palm Bemlt a n Fl-CA00002,7 Rink Call !63 1 136 1 136 1 [.ow'rielaaM� elreda 5 Risk CaL2 17S 1 70 170 Sbw1cFamflyRead 'cocoa Risk Ca 3&4 186 1 180 I 180 I Ess=6l Facilities Fp:=q h CCP-IX;p Clmrts wkM en the mean radheWt And anal nasi moceed etr4r. 2 Deslan wasam wefwanettcloeed ahaOmao<eOrer resbum;e V(mph) 173 1620FBCfor HVHZ,aF*26.3.1a 3 1�shddeWm*wOremean root Eeve +Roof Peak . Risk Cmegay H T"13-).page2 4 Eel mated Is the l0%of 10%ofwk8hor40%ofO9 mean roofand trot Im 0mn TO Exp- C Sactim 26.7 5 It 50%of a Is Ina nitre Oren Mat coni xae 4 considered to be In wlh the m0ft of the arem I questonable U*n p1m in Zone 5 Kd 025 TableX64,papM 6 Each 00m vdndow door muMon has a tbdM area Omt Is area to be used.Area of cmporwft to romtded doom bad shat nd be tees Oren 10 af. KA I Figmo 26.8.1,page 252 7 For NCA%dw regube a Kd•1.0 then the values Wed herald by 1.18. 0cpi 0.18 -0.I8 0.55 8Witted are based out AOaambde ebeasdesim phchofrod 3/12 14.0 degree 8 lisied herein are veld for B and C and aMosure D.max roof heW 3W) there 14.Odegmw 10 Charts and vekea tided herein we veld wha abned,dated atxi sealed PE 058214 or Mark LeBlerm PE 035853 or Adam D.LeBlam PE977012 1 lWM deslan wdsmm are caladded In accordance wlh ASCE 7-10 Melted 2 12 No reducdm Is taken for slopm tmOmrt 10 degrem AM.famoweM Area ofommonent Area dompmew Amofcomponew Ams ofCoMpOnWA Ams ofcomponent Awad' I Amaof Amofoommmm Am ofcompmmit Arae of 10.0 sf 15.0 of 20.0 sf 25.0sf 30.0 sf 35.0 of 40.0sf 45.0 of 50.0 of 55.0d 60.04 ""-Roo' Hai S 4 4 Zone S 5 S 4 S 4 4 5 4 S Zone 4 Zone 5 40.1 40.1 3.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 IS -43.4 -53.6 2.2 -51.3 41.8 -50.6 41.4 49.8 41.0 -49.0 40.6 -48.3 40.2 47.5 -39.8 -46.8 -39.4 -46.0 -39.0 45.2 -38.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 44.0 -54.4 42.8 -52.0 -424 -31.3 -42.0 -50.5 41.6 49.7 41.1 48.9 40.7 48.2 -00.3 47.4 -39.9 46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 Al 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 43.4 -S27 42.9 -51.9 -42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 -48.0 -40.4 47.2 -40.0 -46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -35.7 -43.9 -53.3 43.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -50.2 .41.8 49.4 41.3 48.6 40.9 -47.8 40.5 47.0 40.1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 AS 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -36.4 -44.4 -54.0 43.9 -53.2 1 43.5 -52.4 -43.1 -51.5 -42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 -47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 1 -52.9 -43.6 -32.1 -43.1 -51.3 -427 -50.3 42.3 49.7 41.8 -48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 1 46.6 -57.6 45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 1 -43.6 -51.8 -43.1 -51.0 42.7 -50:2 42.3 49.4 41.8 48.5 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -S&1 45.8 -53.6 45.3 -54.8 -44.9 -54.0 44.4 -53.2 -44.0 -52.3 -43.6 -51.5 43.1 -50.7 -427 -49.9 -42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 46.2 -56.2 1 45.8 -55.3 -45.3 -54.5 -44.9 -53.7 44.4 -52.8 1 -44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 -49.5 -42.2 48.7 44.2 44.2 428 42.8 1 42.3 423 41.9 41.9 41.4 41A 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 -46.6 -56.7 46.2 -55.8 45.7 1 -55.0 4S.3 -54.1 44.8 -33.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 43.0 -49.9 -42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 422 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 1 48.4 -59.7 47.0 -57.2 -46.6 -56.3 -46.1 -55.5 -45.7 -54.6 1 45.2 -53.8 -44.7 1 -52.9 44.3 -52.1 43.8 -51.2 43.4 -50.4 42.9 1 .49.3 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 -47.4 -57.6 47.0 -56.8 -46.5 -53.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 -52.5 44.2 -31.6 43.7 -50.8 43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42A 424 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 1 47.8 -58.1 47.3 1 -57.2 46.9 -56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 .45.0 -52.9 44.6 -52.0 -44.1 1 -51.2 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.4 go M0 9 408 41.1 g 41.3, 40.8 40.8 40.4 40.4 39.9 39.9 28 -49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 -56.8 46.8 1 -54.9 46.3 -55i 45.• • 52.2• 0454 463.3 -44.9 1 -524 44.4 -51.6 44.0 -50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6• 4211• • 4i l • •41 • 66 41.1 41.1 40.7 40. t ® 1 j _s49.9- ---ml -47.6 -57.2 -47.1 -56.3 -46.6 -5$5 !4j.6• •-49I7 -33.7s -45.2 -52.8 -44.8 )/0 g$i1.9 44.4 44 43.9 43.9 43.4 43.4 429 42.9 424 42.4 41. �tr9 41.4 41.4 40.9 ••®9fi• •• I� 4 48.4 5 S 47.9 7.6 47.0 35.9 46.5 55.0 46.0 54.t 45.6 53.2 43.1 • APPROVEDzr BY DATE • ••• :•�• �� ZONING DEPT ••' �� •�• i • i i ♦r: ,�:jE S BLDG DEPT !-� TF A t : `% SUBJECT TO COMPLIANCE WITH ALL FEDERAL • • • ••• • • . is •.•( �•.• �e STATE AND COUNTY RULES AND REGULATIONS `s ��si�it�eeeee� WS� CG- �V MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:9127 NW 1 AVE MIAMI SHORES FL 33150 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOW FL16177.1 +70.0 -70.0 +40.1 -43.4 513/4 x 37 NO YES 2 FL16736.2 +60.0 -60.0 110 x 611/2 3 FL16177.1 +70.0 -70.0 -53.6 35 5/8 x 371/8 .�. .�. 4 FL16736.1 +60.0 -60.0 72 /8 x 49 3/8 5 x 49 3/8 6 FL13010.4 +55.0 -55.0 35 718 x 49 3/8 7 J• y J• 1• y y _1• J. J• 8 FL16736.1 +60.0 -60.0 73 x 49 3/8 9 FL13010A +55.0 -55.0 35 3/4 x 615/8 .� y 10 FL16736.1 +60.0 -60.0 73 x 615/8 F11 x 4(+/-120) .� 11 J• I FL9520.2 12 -43.4 72 7/8 x 615/8 13 -53.6 72 7/8 x 491/4 14 FL13010.4 +55.0 -55.0 35 5/8 x 491/4 1s 1• J• 1. J• 1• �• 16 FL16736.1 +60.0 -60.0 73 x 491/4 .�. �. 17 FL16177.1 +70.0 -70.0 -43.4. MZIS)C37'144• •• .�. .�. . ... . ... .. . 00 10 000 Ell • .. .. . . . . .. .. . . . ... . . FHA— DIAGRAM SHEET �a MEA5�1�iN6T$CH measures"n '� II•Ossnr�.�-9tr�semv��rbe eosia®Sei� 77x7 e A/W/oF �m exIsTemen—NNW F14aLEAD NUMM TM of FRorIM RCOF HVW FLOORNUMBER TOTAL#of Fevisas .. ....... --•- -_..,_ _ -mac; •.�.—. �_--7- '�_._..._ .:—_ ....._-ice._.. ..._._• ...L--._ _ } _;—_t..._� t--'s__'-_• _ _ ........ .... .. _.._ w ._�.••. AL N.,• d� :. ._. .. »s..r ._; .....» •�.sit......».__• _T-_'i-•..7 ... re 4.1 L-4 "'i"; '- ...fes s -e- •• t I :- �- yep Florida Building Code Online Page 1 of 3 T rr j Q of =6 Home I UQ?n UW a ObSUM 1 rbc TepIM I Sam SurdWW SM a ft= I P"N( um" I tic a ZrMv-,"wan I uvPks I SOardh BusProduatApproval s P 'o ienessi al UU�Mft UW Reguklon > >eamaasawaM>a�wr�ren muss jigst Lo-R3 Application Type Revision Code Version 2014 •••• Application Status Approved • 0 • • 0000 000000 Comments •00:00 • •• 0000.• Archived ❑ "•'•• • • • 0000 •• • •'••00 Product Manufacturer Custom Window Systems Inc. ••'• • •e ••••• Address/Phone/Email 1900 SW 44th Avenue e00000 0000 00i00� Ocala,Fl-34474 000000 00:0 0000•• (352)368-6922 0 0000•• • • • 0 •000••• 0.0000 0 Authorized Signature Koss Erin • • . 0 • • • 0•00000 ekoss*cvrs.cc •• • 0000 • • • • • 00 0 Technical Representative Erin Koss Address(Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss0cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 patirropGtm.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Wohnslonal Engineer WJ Evaluation Report-Hardtwpy Received Florida Engineer or Architect Name who developed Was A.Turner the Evaluation Report Florlda Ucence PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE G1 Validation Checklist-Hardcopy Received Certificate of Independence FL13010 R3 COI BmIllen CWS-3738 tPW-8300.120x48.IME).udf Referenced Standard and Year(of Standard) fibuldnEd YAM AAMA/WDMA/CSA 101A.S.2/A440-05 2005 AAMArWDMA/CSA 101/I.S.2/A440-OS 2008 ASTM EOW-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 httpJ/www.floridabuilding.org/pr/pr app dtl-aspx?pmm=wGEVXQwtDgvQEbgFEH60... 6!24/2015 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FOC Approval 04/25/2015 Date Approved 05/22/2015 of products • • •••• •••••• • • • • •• • •• • • •••••• • •• • F'L� Nadal,Number or Marne Description •••••• 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC FWHn Fixed WINW,Se x 7Y. • • • Limits of use Install8dan Iastaructlons •••••• •• • • • Approved for use In HVHxs Yes FL13010 R3 II CWS-4338(PYIP: Fill.36x72.gMPHndt4 00000 Approved for use outside HVHZ.,Yes Verified By: Lucas A.Turner FAQU•• •••• 90:466 Impact Redstarts Yes Created by Independent Third�• *00000 Y�+s. ••i• Design Pressures+75J-75 Etralustion Reports Others PW-8150,36"x 720,DP=+j-75 psf.Large Missile PL1301C R3 AE DuPont PVB4NOAa1& 129 27.odf• •• Impact.In HVHZ may only be used up to 36ft above grade. FL13010 R3 AE EvalReg 4311 .50.36x72. • Glass complies to ASTM E1300-04. • IMP)& 0**** •••••• FL13010 R3 AE Duanex(Milner)NDA i2-1047 02.0df • • Creates by Independent Thi es •••••• • 13010.2 PW-8150 PVC Fixed Window MAI-8150 PVC FIg/Fin Fixed Window,ContinuousUad If Sill. Limns of use Installation Instructions Approved for use in HVHZs Yes FL13010 R3 II Cort-5108(PW-8150.CONTHDSL, Approved for use outside HVHZt Yes INELIldf Impact Resistants Yes Verified By:Lucas A.Turner 58201 Design pressures+67.5/-67.5 Created by Independent Third Party:Yes Others Large Missile,Dp=+/-67.5 psf,Max.sDe 74 1/8" Evaluation Reports x 72".Outer lite must be safety glass above 30 ft.in HVHZ. FL13010 R3 AE DuPont PUB NOA 13-0129 27.odf Glass compiles to ASTM E1300-04. FAU3010 R3 AE EvalRepQNS-51011(PIN-8150, CONTHDSL.IMP).odf EU3010 R3 AE Ouanex fMikmn)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.3 PW-=0 PVC Fixed Window PW-8300 PVC Fixed Window,120"x 480. Limns of use Installation Instructions Approved for use In HVHZs Yes FL13010 R3 II CWS-3738(PW-8300.120x48.IMP).odf Approved for use outside HVHZs Yes Verified By:Lucas A.Tumor 58201 Impact Resistants Yes Created by Independent Third Party:Yes Design blares+70%70 Evaluation Reports Others PW-8300,120"x 48",DP=+J-70 psf.Large FU3010 R3 AE OuPm SGP NOA 11-0624 02.ndf Missile Impact.Glass compiles to ASTM E1300-04. FIj3010 R3 AE EyalReo CW5!!37313(13W-8300.120x48. IMP),I�E FL13010 R3 AE Ouanex fMlkron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. umes of use Installation Instructions Approved for use In HVHZs Yes E 3010 R3 II CWS-1590(PW-83D0.72x76.IMP).odf Approved for use outside HVHZ:Yes Verified Sr. Lucas A.Turner 58201 Impact Resistenis Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Others Large Missile Impact,See Installation Drawings for FU3010 R3 AE DuPont PV11 NOA 13-0129 27.odf Max.size and DP's.Outer lite must be safety glass above 30 FU3010 R3 AE DuPont So NOA 11-0624 02-nd %in HVHZ.Glass compiles to ASTM E1300-04. FL13010 R3_AE EvalReo CWS-1590(PW-8300.72x76. IMPI-ndf FL13010 R3 AE O ueL nex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes :::89tf NA hisser Sh,+M-Tali" a91a71fi:856387-1624 ', The State of Pbrlda Is an AAaW•mpkW.Cmwbht 2807-2013 9sm of R=Va.:: http;//Www.floridabuilding-org/pr/pr app dtl.aspx?param=WGEVXQWt,DgVQEb8FEH64... 6124/2015 Florida Building Code Online Page 3 of 3 Under Florida law,erratil adder are publk raoarde.8 you de rqt want your a mnU address released In a a a pablk-mwrds n d0 Prot d eleCrark rrmu to grlB endgr.Its,meet tlm oboe by phone or by tradittmml rre1.If you Irova aay questions,please mtdact 8�487.1995+PureuarR to Sadler 455.275(1),FbrMe 1pxtubes atfantere OcO W 1,2812,ike Iksread under Cha�455,F.S.mist protide the Delwbnw*with an small address 9 tlrey have mm.The eme9s povtded may be aced for a8ldal mmmw atbn wl{h the Moisee.However amai eddrm&BB are Mft named.If you do not wish to soppy a pvsarel address,please provid®tlre DepartmerR with an emep addrar whtch an be made avallable to the pull.To dmamirm If you as a limn under Chapter 455,F.S.,plisse d*bBcL, Product Approval Aeceptef t 00.0 • 0000 000000 • 000 • •• • •• • • 0000•• i • • • • •• 0000•• 0000•• • • • 0000 •• • •0•••• 0000 • •• 0000• 0000•• • • 0000 0000• •• •• 0100 0000•• 0000•• • • • • • • • • • • • 0000•• 0000•• • • • 0000•• 00 0 http://www-floridabuilding.org/pr/pr_app4tl.L%px?param--wGEVXQwtl)qvQEbgFEH60... 6/24!2415 " T T]�,�R 1239 Jabara Ave. V North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report I59D April 18,2015 Product Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5(DP65 outside HVHZ) Manufacturer: Custom Window Systems,Inc. 1900 SW 440 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the rents of-.ACS • Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirmnents of flee' �.,;• Edition(2014)Florida Building Code including the HVHZ. The product testing standarperformed are . •••••� Outlined below. �••••• �•• •• • •••• • •• ••••• •••••• • • Technical Documentation: •••• •••.. 1) This report,prepared by Lucas A.Tumor,P.E.,at 1239 Jabara Ave.,North PcK PC •••• •••••• 2) Approval drawing CWS-1591),signed and sealed by Lucas A.Turner,P.E. :":': •, 3) Test Reports NCTL-210-3954-01 and-IA,and NCTL-210-3955-01 and-1 A*from Dations'!•••:• ""•• Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMA/V D1YA/CeA :....: 101/I.S.2/A440-08,ASTM E1886-05,ASTM E1996.05/09 and TAS 201,202,203 1994(T&Vs: ' reports 3954-IA and 39554A signed and sealed by Gerard L Ferrara,P.E.) 4) Supplemental Calculations to support CWS-1591),signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-1591). Limitations of Use: This product • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+1-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-15913,with Dupont SentryGlss Interlayer per Miami-Dade NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13- 0129.271 in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5r`Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will i acquire,a financial interest m any other entity involved in the testing or approval process of this product. Nrirrr�rr�4 wglk�PfliV' H� 'qp' ''c"e+��'Mrli'I`�i #•.`,�::� Nu 58204 �;�� M.a * Vt 4/18/2015 •'7d}� &Ta4T OF :*40'' ,.' Lucas A.Turner,P.E. 0'e4�s:; JI- � FL PE#58201 �+*a� ttOtN� �� Lucas A Turner 2015404-1 8 22:13-04:00 G9NERALNCnES ICTURE WINDOW - LARGE MISSILE IMPACT 1 THE PRODUCTSHOWNHEREIN ISDESIQNEDMDMANUFACTURED TO COMPLY WffH THE Fl�A BUILDO�CC#CODE tel.CURRENT 1900 3W 44TH AYE. EDITION INCLUDING THE H�1 VELOCITY HURRINCANE ZONE(LIVER} OCAL A R�I VE. AND IS RATED FOR WIND 4 MISSILE LEVEL D IMPACT 119E AS O Af W,RJDRI DEFINED IN ASTM E 1M PER THE FSC. 48114 73114 2.QIAZINti OPTIONS: BEE SHEET PVC MAXANGE WIDTH MAX OVERALL FLANGE WmT1ism AX OVERALL 9 CONFIGIURATIONS:V.ARCHITECTURAL SHAPES INCLUDE,BUT ARE MAX UNIT WIDTH tdWL uI WIDTH NOT LIMITED TO.THOSE SHOWN ON SHEET 2 PICME WINDOW QLA88 DLO QIP 4.DMM RATING: IMPACT NEGATIVE DESM LOADS BASED cK TESTED PRESSURE AND A ———— ———— GPoBm!EsDsN�DS BIASED ON,TESTED PRESSURE,WATER n INFILTRATION TEST PRESSURE AND GLASS TABLES I I AMP-1300-". I 8.ANCHQRAQE:THE 33 1)3%STRESS INCREASE HAS NOT BEEN USEDW Lau .. MAXI IN THE DEBIGIN OF THIS PRODUCTOVERALL .SEE MEET 9 FOR ANCHOR 6 4 OI ANCHOR CALCULATWtS DETAILS,WINDLOAD TION FACTOR Cd61.8 WAS USED FOR WOOD 010 OVERALL H B I B i 8 PRODUCT DAPPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT MAXMA ffi F1 0IT O 1 7.ALL FRAMES ARE FULLY WELDED.MAX S,SERIES/MODEL.DESIGNATION PW4300. HEIGHT , I 731Ar I III.THE DESIGNATION x AND O STAND FOR THE FmLowwm e WIN GLASS O-FD(EDSASH. C3 oLO I s 1 10.SECTION QAUDUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATKX —— — e M. 581 A A LumsATurner a * sit= e 201504.11 p 9TATL3 of f�tr' 15:04-04:00 A a 1� a 61, . A% 07- 4111PAiS LUrM A.TURNER,P.E. FL PE 41m1 1238JASARAAVE •• ••• • • • • • •• NORTH PORT,FL 34288 es 0• • • • • • • • • PH.941 380-1674 • •• • • • • ••• • • • • • • • • • • TABLE aF Ca4TENY3 GENERAL NOTES AND •• ••• •• • • • •• L=710 ELEVAUAM,s aENERaI.NOTES m EL.EYATX>dVS....._, RATIN IMPACT RATINGDRAYM Br. QLA2M 48"X 72" { r PSF • • • ••• ••• ADE 05/05/07 tGI.A2MtG DETALLS».».»......»».».»..».»� • SECTION VE_WS.___..»_..„»».„.„.4 • • • • • r E7C�RUSaa&B.aM__ ,.».__. s �N" •. L. P4141 LE I II AC GWS 159 D ANCHOR SCHEDULE&NOTEIL—....6.7 • • • • • • : • MTMJ ATION DETAIL$.»»..»..............8 +I-67.55 PSF . • SHEETSHEETET120 1 OF 9 ••. . . . • .•. . . . . • • • • . . . . . •. .. . • • •. .. •.. . . . ••. . . t PPWCKW 1500 SW 44TH AVE. OCALA Wi 07A9447d am PVC PICTURE WINDOW INPACT M a L mce r ffiyi � N v FLU 00 � IN IBM O U m a 1 �Sma h ?r3�r Ne b8�1 -A STATE OF 1.V_ ffl� R. NAU 1.SEE SHEETS 8&7 FOR DETAILED ANCHOR IIYSTALLATON REOUIREMEN78. �+� 2 THRU FRAME-MASONRY,WOOD OR METAL OPENM. 411 VMI b THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. { 3 OYERAM SME MUST NOT EXCEED THE MAX WUM AND HMGH TOF R.1.PFJ F-#U AVE RECTANVPj W%ONSHEET1. • s • •• NORTH PORT,FL 34186 4.AN0H&R SPACRJ�FOA L I AND FIN WINDOWS PH.541 1574 _ MISTF®LIOW L4 g�ETS887.WrtHANOF�R SPACINGBI..1MU�FG OF PROM f. •• ••• •• • • • •• ARCHITECTURAL SHAPES DRAM or DAM • ••• • ••• ••• • ADE 05f=7 •• i • i s i •• • •• i i CWS-189 b • •• • • • • • • • •• e • • • • SHEET 11 2OFS ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • womwommum 1W O SW 44TH AVE. OCALA,RMIDAS4474 W W W.CWS.CC PSC PICTURE WINDOW IMPACT I foo r ovERALI. 1' , sQ9 3118'ANNEALED or TEMPERED 5118'HEATSTRENGTHorTEMPERED gt O Wr AIR SPACE 2S AUWACE 1^� zo y 5118'{AMINATED 7/18'LAW GLASS a o 1AP ANNEALED 318'HEATBfiIENGTH � $� .080 DUPONT PVS INIERLAVER .830 SENTRY GLASS BLAST NTERLAYER 1AT ANNEALED S/18'HEATSTRENOM gin 5 PURFWTGLAZP-"W a PLRiFECrGLAZE'H' o v m a SIKAFLEu 552 SWAFLEx 552 .m ur GLASS SITE 112'GLASS SITE AINZ. 7 STATE 4P BJ It's V � Al. w%+ GLASS TYPE A GLASS TYPE B /AZ 41ilFAIS LUCAS A.TURNER,PE. FL PE#581 •• • • • • • • •• NORTH PORT,FL 34289 • • • • • • • • • Pit 841-300.1574 • •• • • • • ••• • •• •c• •• • • GLAZING DETAILS MAXGLASS I • 0:0 • • • TYPE W x H ADE 051=7 i i i i•• •• DPf1-d • A 48X72 •• • • • • CWS-158 D ••• i• i • • hr B 72X75 SHEET 1:1 30F8 so • • • • • • • • • • • •• •• • e • •• •• ••• • • • ••• • • 3 4 as I OW 8W 44TH AVE. ��JJJJIIII OCALA,FL.ORiDA 34474 wTEaiOR www. = 7 8300 PVC: e s e e PICTURE WINDOW e IMPACT 'Ru d} 8 s am sECTIoN VIEW d U m 4 do. -A e01, 0=00", � '*, ?*; *rS � 8 8 pfit BTATE OF }rtu,�C Q LUCAS A.TURNER,P.E. FL PE PSB201 •• ••• • • • • • •• 1238JABARAAVE. • • • • • • • • • NORTH PORT,FL 34288 7 6 • • •• • • • • • =574 • •• • • • • ••• • •• ••• •• • • • •• SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAC DRPXM W. WE- • ••• • ••• ••• • ADE 05J48l07 • • • • • • • • • • • ••• • • • • r. •• • • • • • • • • • • •• • • • • • • • CWS-169 D •• • • • • • SHEET 1:1.33 40FS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST o ITEM PART P DESCRIPTION VENDOR MATERIAL . � wNww 1 HMM FRAME,PW,MAIN, HEAD MIKRON PV 1lw M"THAVE 2 H-6008B FRAME,PW,MAIN,SILL MIKRON PVC 00ALA,PLOWA3W4 3 H-6008B FRAME,PW,MARY,L.JAMB MIKRON PVC . www.tw$= 4 H4M FRAME,PW,MAIN,R.JAMB MICRON PVC t marEw smr $300 PVC 5 H4WBA FRAME,PW, A MKRON PVC SME Is PICTUREVANWW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RIBBER IMPACT 7 P-3352 SET.BLK.,85 DUR., 118'x 518*x 2-LG. FRANC LOWE RUBBER 8 PURFECT GLAZE"If.SIKAFLEX552 HENKEL/SlKA SILKME 9 P-3752 CAP PLUG,1/2"HOLE M&M SILICONE 10 S-6014 GLZ-BE.,F)V.{i-O.A. MICRON PVC S 11 GLASS ISEE SHEET3 ;y ul w F Ze day � 31JW 3118" � F � p co 0 0 1 P 3 4 �\^l''''Jn�� 21118" Ilia, v18' O Ocamag 27/8" �ytian �1rr g a• saza� PVC FRAME FLANGE-H-6006B �� sTar� oP �+4var r r PVC FRAME FIN-H-6006A 441112015 LUCAS A TURNER,P.E. 1118' r112'� 3" FL PE#58201 12844%BARAAVE NORTH PORT,FL 34288 • • •• • • • • • PH.841-3G.1574 SHEET IIEBCFAPTM- • •• • • • • ••• • PVC GLAZEBEAD-S-6084 SCRE%*SUPA2T -•P-3t1; •• EXTRUSIONS&B.O.M. • ••• • 000 ••• • • ADE OS/OS • • • • • • • /07 • • • ••• • • • • •• • • • • • • • • • • •• • • • • • • • -CWS-1s0 •• • • • • • SHEET 1:1 5 OF S ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M'MAX O.C.(TYP.) D MAX(INP.) SEE NOTE 2 C MAX(TYP.) 8"MAX.0.6(M.) WBNDC2Vr 8YSi8W r MAX(T11P) >EE PF07E Y 190D SW 44TH AHE. 8"AJAX(TYP.T _ — OCAU1,FL�LN1A34474 WWW.OWB.CC Imwpvc I j MMAXOM. I PICTURE WINDOW INSTALLATION mAa I Wim) IMPACT it ANC HOR(TVPJ MAXO.C. ca IW4/-15 IX+ 66PEF 4 V m -c g � Wim-M v'ORA&r4 N\ } f BTATE OF iff- 1.NSTALLONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPAM APPLES TO ALL SHAPES(SEE SHEET2)ALONG ALL FRAAW EDGES.SILLANCHOR SPACING SAME AS HEAD. �$�ONA4��`# 2.BMW AS REO AT EACH NSTALLATIO N ANCHOR USING LOAD SEARING SHBAS,MAX ALLOWABLE SHIM STACKTO BE 1/4".USE OHM WHERE SPACE GREATER THAN 1118"IS PRESENT.LOAD BEARING SHWS SHALLBE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 3 ANCHOR TYPE.BRE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED N THESE DRAWINGS,SEE TABLE 1.BHEEf 8 4111=16 4.ALL.04STALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIALOR C OATNG.DISE& AR METALS O3 MATERIALS IN CONTACT WITH PRE9$UAE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION FL PE 058M •• ••• • • • • • •• 123B.WBARA AYE 5 NSTALLATION ANCHORS SHALL BE N ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION IPS,AND ANCHIOR8 SWILL NOT SBUBBD N INH STRENGTHSMINIMUM N LESS THAN THE MMUM NORTH PORT, -342M SPECIFIED IN TABLE 1,SHEET S. • • •• • • • • • PH.841-38D-1574 S.ANCHOR EMBEDMLTITTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUl;CO.FOR CONCRELEICMLI OPEFIINGB,EMBEDMENT 'ip' NSTALLATIO NS TO SOLID CONCRETE OR GROUT-FILLSD CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD l BETWEEN THE PRODtK'sTAFIb ANCHOR SCHEDULE& INSTALLATIONSTO HOLLOW CMU REQUIRE THE USE OF 1X SUOKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MNMDAM CENTER-TO CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3 FOR MASONRY.1"FOR WOOD AND MEAL : ••• • 000 ••• • ADE 05/05107 B.WOOD OR MASONRY OFMmw BUCKS AND BUCK FASTENERS SHALL 13E PROPERLY DESI WIED SYTHE ARCHITECT OR ENGNEER Ct RICCAB AND ED TjyoCi�RNSFI�L LbAOS TO THE STRUCTURE SUBSTRATES SHALL MEET THE MINIMUM STRENGTH RECA EVTS AS SHOWN N TABLET,SHEETS.CONCRETE AND MASONRY BG ARCKED• • • • CWS-1169 D 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DAVE BY OTHERS FOLLOWW1 E CURRENT VE OFIM REFEFIENCE DOCUMENTS: MW SHEET FMAIAAMAIOD(FDNWPMOW%FMA/AAMA200(FLANMWNDOWft FMANMM28*=WDM MMB rAWAAMAIWDMA300(DRERDRDOORSa 120 80F8 • • • • •00 • • • • • • •• •• • • • •• •• ••• • • • ••• • • M MAX MAX1YP MAXYFJ R MAX O.C.CAYP} IM SW 44TH AYE wnmwmrEmqa 6• IL J �+--«�--7 See' IC D.C.OC.(TW.) SEE NATE 2 4•MAX Rl'i!) 8EE NOTE 2 OCALA.FLORIDA$4474 T MAX TP.)- ` W W W.CWB.0 C Im PvC PICTURE VANDW � CLcl i i IMPACT O I ANCHOR MM.) O A umm CHDR(Mrp,) W pa ShpwcicFLan�a ��y�nr i q * *g NOTES: 9 BTATE DF f�1.8 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALLSHAPES(SEE SHEET2)ALONG ALL FRAME EUGES.SILLANCHOR SPACING SAME AS HEAD. ra�: 'a'0i� 2.SHlW AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHUT. MAX ALLOWABLE SHIM STACK TO BE 1W.USE SHINS WHERE SPACE GREATER THAN IlIB•N PRESENT.LOAD BEARING SHIMS SHALL BE $, pi CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 8.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1.SHEET B. 4111=5 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WT4H A CION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTIODL 1 L PE#SUM A AYE TL INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SIiALL•NO�i�W SwR4Eawri»s%E.NGTHS LESS THAN THE M6VIMUM NORTH PORT.FL 342M SPECIFIED IN TABLE 1.SHEET B. • • •• • • • • • PH.841 -1574 • •• • • • • ••• • a ANCHOR EMSEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUDOO FOR CONCREIFJCMU OPENINGS,EM NT B�B�Y�110 ftp% ,¢ NTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT+lLLED CMU MAY ISE BUT DO NCR'REOURE 1 X WOOD BUCKS BETWEEN THE M${'�JggTRRTE ANCHOR SCHEDULE& INSTALLATIONS TO FOLLOW CMU RECAARE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. Nam 7.A MIMMUM C ENMR-TO•CENTER SPACING SHALL BE MAN1'ANED BETWEEN ALL FASTENERS:W FOR MASONRY.11 FOR WOW AND METAL [Br CATR� •- ••• • 000 ••• • ADE DSd05J07 It WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALT.BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER AND� FF yll�01�?ADS TO TI$STRUCTURE SUBSTRATES SFIALLMEETTHE MINIMUM STRENGTH RECUVN MENTS AS SHDWN N TABLET,SHEET B.CRETE AND MASCNRY MA CiW81 _ D 9.SEALING AND FLASHING STRATEGIES FOR OVERALLWATERT RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWNti Ti0&CU*•EN'T VER9F�N ORTF�REFER MOCUAAE M: r � FMNAAMA IN(FN WINDOWS),FMAIAAMA s00rLAME WINDOWS),RIAAAFDMA 2500BOX WINDOWS}FMA/AAMANVDMA St10(EXTEROR DOORS 120 7 OF 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DJAENT TYPICAL HEAD ANCHORAGESEET�I SUBSTRATE BY OTHERS YVMIDOW 8Y6FHFlL tIr MAX 8F10M SEE TABLE I WE TA�BIE 1 � Te IBM SW 44TH AVE. MIL EWE GIST. SEE TABLE 1 f/4•MAX SHIM SEE TABLE 1OCALA.FLORIDAD34474 S E TAMTH BYOTHERS SE 0187 SEE TACE 1 818=TASP 1 PERIMETER SEALANT SEETABUi INSTALLATION am Pvc BY INSTALLER SEE TABLE 1 ANCHOR FIlM INSIDE FEVANDM AND CUT � BED SEALANT BEHIND EMWPA Cr FLAK BY I M(TALLER 1/r MAX.am R sEALwr S TAKE INSIDEANDOUT "°AI'U�F UAo d FLAMM BY IMITALLER m BYFlNINSTALLER Z INSTALLATION ANCHOR HORIZpJTAL TIOIM C HCRQONTALSECTION 15C� QSEE TABLE 1 8 TYPIGU JAMB ANCFgR \,V TYPICAL FIN ANCHORAGE W HEAD AND SILLSIMMAR FOR FIN INSTALLATIONSEALANT Z W 1/r MAX SHIM D FLAMM BY CALLER G U m q QL PERIMETER SEALANT #0�m T ANDJT BY INSTALLM GM TA � f ��i N• Na'B20i s'a SEETAMEIEBYOTH6iS MIN I�D18T. �T b *: STATH OF i�Ttl SEALANT UNDER SCREW A VERTICAL SECTION TABLE 1 M}N;t�F��`� HEAD BY INSTALLER g TABLE 1:AW►igVED INSTALLATION FASTEN NIS 4n 1l201b FRAME TYPE LUCAS A.TURNER,P.E. E (2,0 KSI MIN.) 3118'IIW 1.112° t-1/8' 1238 PEJABARA AVS R FU LED 117 F( M1N ig'I!W TAPOON A • • • • i • •• NORTH PORT,FL 34288 OONC ETE(285IMSI MIN.) 3118'ELOD=F ASN 1' t• AND WT •• • • • PH.841.980-1574 FLANGE WIOUT+ LED CMU • •• • • •D H AI TIIXd (ASTM G80) 3n8'ELOO IL,TRACON 1-1/4• 2 f/2� ••• ••i ••i # B X P11MAE ILLATION PTVJN, FLANGE M(MK smmm N PINE pass) �l� T PACON 1 L B AR FDR Blx INSTALLATION INSTALLAnoN DETAILS FLANGE 2XMIN.SOUTHERN PILE P4.6s) #110 WOOD SCREW 1-3w TIS' FLANGE REIMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, RMN FLANGE tie GAUGE(0.0t10}MIN STEEL STUD wa18 Hun KWut FLDCOR nW FIALTHFfEAD TnB, l jP Tom WCU�11Np q�1jl FRpklpL171ON IS ACCEPTABLE p ROVIDED• �E 7 N) TM SELF-DRILLING&�W 1H(810Aw • • • • • • • • a FLA1� Uff ALUM.(11088-18 MR)OR #10 OWE 5 SELF-TAPPING/ FULL7n� ••4N•4/4.1�CORSTRUCTIOM�K 16;ADHESIVE CAULK IS APPLIED tA3 STEEL PO KSI MIN) ORILLNG SCREW TM 0.12r �� G1dS 1� D FIN 2XMK SOUIRERN PINE{C}�O.�j WODOSCiIEW 1-1/2' Tn6' •• me -SEI POR E WINDOWS W17H REOUIREMENTSAs 12 SHEET 80FN3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 2 i• � � 1 1 � �� B 3 t �Il + t. ft(bDPMW0 OM Home UV 1. User RlYMmUan H9700M 1 &&*9xdWMQ I ItsaFaft I r1uWaum5 ( r?.rIZg.WW I aMSft IHaR LWX s rUN Bus'nesp, , ,4pro„al Pro ess1nal UM:PWICUser RQgularion 9 DAftoucftn D Ap~on DOW �l; # FL# FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved 0000 Comments • • 0000 0 0.0 0• Arcifted ❑ •• • •• • • • • 000000 • • ••• 0000•• Product Manufacturer Custom Window Systems Inc. 000:09• • • • Addresa/Phone/Emali 1900 SW 44th Avenue •••• •• • i••••i Ocala,FL 34474 • • • • • *000 (352)366-6922 • •• •• ••• ekossfcars.a 0000•• 0000 0000• •• •• 0000 0000•• Authorized Signature Kog Erin •••••• • •• • • • • ekoss*cws.oc • • • • •••••• 0000•• Technical Representative Erin Koss •••• i •••• i•••• Addrew/Phone/Email 1900 SW 44th Ave. • • • Ocala,FL 34474 (352)368-6922 Ext 291 ekossVows.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jhftmpocws.cc Category Windows Subcategory Sirgla Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Rorkla Licet PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE EZ Validation Checklist-Hardcopy Received Certificate of Independence Fa 16177 R1 COI EvalRep CWS-81213 L H-A100 IMA Na5111Anchl odf Referenced Standard and Year(of Standard) rye AAMA/WDWCSN101/I.S.2/A4d0-08 2008 ASTM E1300-04 2004 ASTM E188"S 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By hftp://Www-floridabuilding.org/pr/pr_#pp dtl.aspx?param=wGEVXQwtDgvyf4ngAX 110Y... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FOC Approval 04/25/2015 Date Approved 06/22/2015 Sunmary of Produm PL# 114odel,Number or Name QescripHon 16177.1 SH-8100 PVC Single Hung S14-8100 PVC Single Hung Impact Resistant wiAdow. • •••••• limits of Use Installation Ins&uctiona • • • • Approved for use In HVHZ Yes FL16177 R1 II CWS-8128(SH 100 IMP,Nos=IIAnc�i.ndf •• Approved for use outside HYHtt Yes Verified By:Lucas A.Tomer 1Jl2Et•• • •• •••••• Dnpaat Reststertll Yes Creates by Independent Thh4 ga WbJes • • • Design Pressure;+70/-70 Evaluation Reports •410041 • Othen SH-8100 PVC Impact,no sill anchors required. ±6±77 R± AE Dupont pVROW-L +:0_29 2M •, • • Safety glazing required on outer lite above 30 ft.in HVHZ, FL16177 R1 AE Eval ft CW59%ft(Sit-8101.IMF) ••••• Glass complies to ASTM E1300=04. NoSillAnchl.o tt • • F 1L 6177 RI AE Quanex(Mtkree a eA 12-1017 IM • ••• Created by Independent Thirst Petit'!Yes 0414041 •••••• 0 41 • • • • •••••• racta= t:1240-North Marmon Shout.TaYehessea FL sn'i99 Phone:850.487-1824 •• • The gate d Florida man AANM artroloyer.fomwht 2087,2W Sate of nlmrde_:: :: Under Floft low,a mil addarepubik restudy.Iryou do not want Your e-mall address releand bt r to a pubic-:eomde request ao not send dedronk mat to We antsy.InsW ,contact the ofl70e by phone or by badWenp!mss.tf you her•any tpteetlort;please 850.497.1395.•Pmauard to 9ecdon 4S�275(1),FbrW StahRd,dkCUM 0 1,2012,lioweeo I Yoder h:tNOW 459.F.S.haat prw we are Depa:bnent wqh an&TO address r shay t�ane.The&NN provided may be toad for Ardel eaftrwAd Um with the Yomwee howarer areal&dhow are pubft talrnrd.V you do not wb b to supply a personal addnes%plea provide the Deyrhrwnt with an ema0 address whNih an be made avasable to the punk.To dsterrolne a you are a ooensea under chapter 4554 F.S.,please dict haL• Pwduet Approod Amgpl• NWIRE ear ratan http://www.floridabuil ft.org/pr/pr app dtl.aspx?param=wGEVXQwkDgvyf4ngAXhl Oy... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,51 7/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44"Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above4isted product per the requirements of M Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the ts of the s:' .•.... Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. Tka pauct tV1i.ng-. • standards performed are outlined below. •••••• • •• •••••• • Technical Documentation: •••• `• • • • 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port Pt ' "� ";'•. ...••• .... .•... 2) Approval drawing CWS-812B,signed and sealed by Lucas A.Turner,P.E. . • • 3} Test Report • * sport NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing W •••• •••••• rawnes, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing perfon :;TA6 j01/20r6, ....:. 94,ASTM E I886-02/04/05, 1996 02104/06/09,and AAMAJWDMA/CSA 1Q1/I.S,2tA44(6Lfl8••• 4) Supplemental Calculations to support CWS-812B,signed and sealed by LuedWTOrner,P j.,, :•••• Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(I/8Ann-.090PVB-1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5s'Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. "I'tNtty11812!", • �,• No 582119 ; i— — *; 4/18/2015 5-01 :rr' Lucas A. Turner,P.E. 'S 0-, . •J$TATg Q ;�: FL PE#58201 +•,. � :40 R�b' �';�', Lucas A. Tumor + NA�R ► 2015-04-1$ 22:20-04:00 SINGLE HUNG - LARGE MISSILE IMPACT 1-THEPRODUCT 04OWNHEREIN 93DESIGNED AND MANUFACTURED � (� TO COMPLY WITH THE FLORIDA BUILDING CODE(FSO).CURRENT EDITION INCLUDING THE HOH VELOCITY HURRICANE ZONE(HVHZj AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCW"S FLOAIOAS4474 IN ASTM E 1998 PER THE FBC. WWW.CWS.00 2.GLAZING OPTIONS:(SEE SHEET 2) 9a ve"MAX OVERALL FLANGE WIDTH 2. CONFIGURATIONS:%W. 8100 PVC 61718"MAX UNITWDTH SINGLE HUNG 471111W GLASS DLO 4.DESIGN PRESSURE RATTNG: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04 A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INMTRATICINI TEST-- -- - ASTM E-1300.04. PRESSURE AND GLASS TABLES � .. �' 18 ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USEDMAX 8 OVERALL I - -- IN THE DESIGN OF THIS PRODUCT.SEE SHEET FOR ANCHOR FLANGE DETAILS.WINDLOAD DURATION FACTCRCd-1.8 WAS USEDFOR WOOD HE*wr F, ANCHOR CALCULATIONS. B Q B © 6. � FOR IMPACT RESISTANCE SHUTTERS ARENCIT - O OLD I O. 7.ALL FRAMES AND VENTS FULLY WELDED.SMALLJOINT SEAM SEALANT m 91� t I USED AT FIXED MEETING RAIL AND JAMB. is UNITwwX a HE*IT a SERIES 1 MODEL DESIGNATION SH•9100. 9.THE DE8ONATION X AND O STAND FOR THE FOLLOWING: p i X-OPERABLE SASH.O-FIXED SASH m d g MAXI HEIGHT � 10SECTION OU T8 APPLY TO ALL ELEVATIONS IN A SIMILAR BASH GLASS X 1 6 11.EXTERNAL WEEP SLOT-114"x 1.114`LOCATED r FROM BOTH ENDS. $?c�yA%as I6yq I I C Nb -RAMI 3 Tumora 9 STATE OF tT�+ wl e q 2015-04-11 8•oLl I 16:15-04.00 a At` GLASS 45 DLo ° MAX SAM WIDTH 411 / LUCAS A.TURNER,P.E. FL PE 05M •• •.• • • • • . •• 1�dABARAAVE • . • . • • • • • NORTH PORT,FL 34288 . • •• • . • • • PH.9 SSC3 iST4 •• • • • •• GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS-1 C?ES IDN PRESSURE • ••• • ••• ••• GLAZING DETAIL........... -----2 NIAX UNIT SIZE • �P%{ • • • • BAT 08/18/12 SECTION vIEWs -»... . w_ s RATING • CT . . . . « EXTRuSIMa aOM...M-.-..- -.a 51-718"x 61-3/4° • • • • 111. • • • ANCHOR SCHEDULE&NMS---S +/-70 PSF E MISSILE ••• • CWS-812 e INSTALLATION DETABS.....--...-.-..8 1:15 SHEET 1 OF8 • s0 •. • • • •• •e wlltmow mnm IOW SW 44TH AVE. OCAIA,RARIOA34474 www.cm.cc 81w PVC SINGLE HUNG IMPACT W N 7w ovew"NB"m GLASS TAT OVERALL 09BLUTED GLASS U8"ANIEALEDOR TEMPERED 118'ANIEALEDCR TEMPERED W 7118°AIRSPACE 7/Ir AIRSPACE N '� 6118°1AMNATED GLASS 8/18'LAMINATED GLASS 118"ANNEALED 118'ANNEALED .CBO"PWB INTERLAYER 13Y Dt&4NT .00W PM INTERLAYER BY MJPOVT 118°ANNEALED fig"ANNEALED DURASEAL BYTRUSEAL DU RABFAL BY TRUSFAL PUF+T=OLM"}p OR SIKAFLP.X S52 PURFEC'TGLAZE IW OR SIKAFLEX 662 m< 11 GLASS SITE IV GLASS9ITE �,,js JawM ll K. U �.��` 1 ,0; 8TA7E 4F �4t �gq�ONA1 `�• Nqp� FIXED UTE 8ABH UTE 4111!2015 LUCAS A.TURNER,P.E. FL PE*Sam •• ••• • • • • • •• 1238 JABARA AVE. • • • • • • • • • NORTH PORT FL 34288 • • •• • • • • e PH.8414874 • •• • • • • ••• • •• ••• •• • • • •• GLAZING DETAILS • ••• • ••• ••• • unuff1w . • • • • • • • • WO r 13AIT 08118712 • • • ••• • • • • • •• • • • • • • • GYMS-812 8 SHEET t:1 2 OF 8 ••• • • • • ••• • • • •• •• • • • •• •• OJTERIOR 1800 SW 44TH AVE. CWS,r 34474 i 8100 PVC��/�a SIDLE HUNG IFAPACT W N ao 3 SECTION B-B 4 NOTE:LEFT SIDE SHOWS FASO SECTION VIEW. a R%ff SIDE SHOWS SASH SECTION VIEW. fp BITER�R 8 m 4 8 � r -jar N• 58201 4La�a *Q * i*g 3t1�t 9TAT!OF i on%oT� +nm.O e N1112015 2 LUCAS A.TUBER,P.E. FL PE#58201 •• 90: • • • • •• 1239 JABARA AVE. • • • .0. • • • NORTH FORT,FL34288 • • •• • • • • • PH.941- iS74 • •• • • • • ••• • SHEINDESMMM •• ••• •• • • • •• SECTION A-A SECTION VIEWS ••• •�• : ••: ••i ••• BAT 00/18112 NOTE:ITEMS NOT SHOWN FOR CLARITY: •• • • • • • • • • • pac 20.2526.3837.44.81452,5858.84.87-88 • •• • • • • • • • CWS412 B •• • • • • • SHEET 1:2 30F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARts PRANE CDRN ER r1EM -mrs8W N VENDOR lMK190AL S I ff CONSTRUCTION �--] 1 F16031 Main Fc, vW ., G HMd 1418cron a H4�SI Fr.,8H .fW+r,8111 FF=t= t tfdtec 9 H�Si Mein Fr., ,PV Mlenet t 23/t� 19MSW 44TH AVE 4 H4�31 Fc,BH, MEOW I 2 8 8 i 8 FL�pDA34h74 cc 8 FF60'L7 S98h Me6t Rd PVC VOWI 21111tr 1618 t 5d6 9 W1497 HOW UWh Meet.Res Apxrt trier 10 18fthe w„RML PVC mmmL Vbw tris' trier COMERWELD $700 PVC 12 ISaSh Reil FABeart CALLts� SINGLE� + 14 13 s 1 B. PVC FRAME FI ANL4&MM PMC 9A8H 1716E RAL4 M PVC BASH TOP RAILi02/ IMPACT 584 Ar.Bd.,T1$' 18 8 13PVC,HQ VW 19 S4W14 8tzn. MIP O N_ 20 $e$ Stop/Fliler, Vert. 7A9c►orr l 23 1� rdort emelrl,SBR pgrm Wr— 13+18° 3 y 24 P-2190 33 26 P�059 Sash Cam. V :Ej 11391 m 28 P,5048 Telte l $8 � p �F�tt18' 1918' 1 2118 1116, FRIED ROEEr810 RJUl u+ co 27 P 3783 PVC .- 4089 PVC dderbc* RBMF,pu9+ACTFICOK-1112 1n8" � w ri OUTERFRkME � P.3218 tVf Fl PIaeO¢ 32 P ,0270 x.187 1 plrC SA�t 8�RAR.eRa1 FOLEf RAIL.-1696 Q P-4838 x A. 2 Fttetefml Steel P-M #S x o.826 Ph PH t Mir 9Vter 89 +W5/W�x 1260 Ph FH Hub 12, 1 � �8• t tls•� 40 P�4204N 98 x 0/4 FH PH Hub MW If Q 44 P 3342 Beam Suer SM 6504 �Mse 716' t y 46 P 1 fns. vter - tris' 1-Hoz x 47 Pr9498 $ �ez Pea�d(9eae'Ft' _q�. bl P saL T OR,asmr.,ifir 8 xT F.LOW Ruhr PMy9ABHSTCP-61129 PMOC�4CATC14-SMS PYCFNMRALCOYM-00 PVC8CRP6V13UPPnFT 6014P-311111 52 P-9818Pro WN• Mis BEE 5HEEr2 afr GLASS � St4 5@201 7r 64 EE SHEETDUMBim =tka * 82 P- { lsner 1118' +' 1n8" 718' �a� 3'218 Frame, um tns• t 83 P.9218 F18me,Vert Alptretal sTATB OR ��rp 84 P-9321 Frame REMF.B.&RAWL-1496 REM MU RML-1tn REMFTOPRAIL1497 PVC; es P 181 Rm 18 x 15 F Allrtn 8t 88 P-8728 samn so m,.1 Ole.,S& yam n 87 P.= Stumnk A6tm 88 P-7039 8tzeen Ss FLSeaeW 4M1tZ076 SI13 SUPW T.Plead= WCABA TURNER,P.E 71 H 1858 AkM Fbted Ran KrftMk A4meFbmdfW 8 Site•—. RPE/58 1 ' Mtkmoo*-* • Qr • • •• 1239 JASARA AVE 73 11 FrtI"1.10* 0 0 • • • NORTI4 PORT,R 94288 1741 -:541 Wx 1Pd, Faeterrel • • • PH.941-Wo-1974 • •• • • • • ••• • LME 81NOT U8EIY 1�� »---•• • i i •••, 7,11,15-17,21-M 20,31,33-M,41-43,46,460,5%67-M,so Tm, e I , f �--I BOM AND EXT'RU8101Y8 51877 • ••• • ••• ••• • 8C1EW OUPFCtRT 3113 IMPACT HOOK • • • • • • • • BAT 08/78/12 • • • ••• • • • • • •• • NOTE:AL1.EXTRUSIONS ARE ALUMINU7A W&4-T8 LM-08 OTHERWISE NOTED. •• • • ••• ••• ••• CUVS-812 S SHEET 1:2 40F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • B MAX MR) 1T MAX O.C.(EYP.) wx Vaffim V MAX(MJ 1 M SW 44TH AYE. ILLL1�,��LI111 OCALA,FLORIDAum W W W.CWS.CC 101!2 A i STS NOTE2 0100 PVC mP� ENGL.E HUNG 0 a IMPACT a 4•m'PaJ: � A a MAX X 4 ' �TT+rRJ NOANCITM RISQUOSDN BILL ANCI�RL4YOLfT-1FL�B �,{',,��r•,S �j Ne 582Q1 Z NOTES: I.INSTALL Qp eTATT! OP }7�IH I. N8TAI.L ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANMJORB REQUIRED N Sill. 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACKTO BE t/4-.LSE SHIMS WHERE SPACE E ATER THAN IMS'IS PRESENT.LOAD BEARING SI MB SHALLBE �h �p� • CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. &ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT MALL BE AS SPEOFIED IN THESE DRAWINM SEE TABLE 1.SHEET& 4J11t201 bb 4.ALL INSTALLATION ANCHORS MUST BE MADE OFOR PROTECTED WITH A OORROSE N RDISTANT MATERIAL OR COATNQ. DSSIWLAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P E BE PROTECTED TO PREVENT REACTION. FL PE#M8201 &INSTALLATION ANCHORS SHALL BE N ACCORDANCE WITH ANCHOR MAKWACTUREFTS INSTALLATION INSTRUCTIONS,OM%Nogo V*#E ISEJ%$WWTES WITH WW40THS LE88 TURN THE MINIMUM NO PORT; SPECIFlED N TABLE 1,STNI�Ts. • • •• • • • • • PH.841,'180 1834200 74 &ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSM OR STUCCO.FOR •• • • • • ••• • INSTALLATIONS TO SOLID CONCRETE OR Q=JT-FILLED CPAJ M►Y INCLUDE BUT DO NOT REQUIRE 1 X WOOD 8WKB111E7W El f�� S838TRAA WOOD BUCI(S,IF USED,INTO SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TOOEVMR SPACING SHALL 13E MANTAINED BETWEEN ALL FAST*Mft r FOR MASONRY,T FOR WOOD AND METAL so* 0 000 909 &WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL8E PROPERLY DE80,1ED BYTHE ARCHITEM OTR E lI EER OMECORD AND NSTALLEB • WIND LOAD TO THE STRUCTURE. BAT WHOM 2 SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN N TABLET.SHIB: &CONCRETE lG�NAS(;NRY�UB�lI$AT�NAY I�pT�BE�CT • 8.s1cALJhXR AND FLAtBINQ STRATEGIES FOR OVERALL WATER RESISTANCE INSTALLATION SHALL BE DONE TTYOT THIO ,UAW�ITYER�IVmp REFERENCE DL)CUMENT8: CWS 81E B FMAtAAMA 100(FTN WIDOWS),FMAIAAMA 200(Fl ANOE WNDONiS),F7dAAgpMA 2Lp(BOX WMtDOWSL FMNAAMAARI SHEET 1.15 50F8 ••• • • • • ••• • • • • • • • • • • • • • •• ••• ••• • •• •• ••• • ••• • • TYPICAL HEAD ANCHORA E Mx EMBEDMENT MYL EDW DIST. 8EE TABLE 1 SUBSTRATE YVmiDCMI SMST13o GEE TABLE 1 1/�4oPeR 1 19W SW 44TH AVE, SUBSTRATE BY OTHER9 C 34 74 SEE TABLE I MK EMBEDMENT PERIMETER SEALANT SEE TABLE BYIDEAN EA SEE TABI E 1 S1QO PVC 0181DE ANDOUT SEALANTBEHW M TALLATKAVANDSINGLE HUNG SEE TABLE I FLANGE BY WSTALLER IW MAX SM IMPACT ON �5 1* EANDOUTSEETABLE I ANTSE16= ni E BY 096TALLER a O CCNIMQJOUS DCUBLE3t18`BEAD OF HORIZONTAL SECTION + fN TRBuIfEAZeU1600SEALANT AROUND 8 TYPICplJAMBANCNOAAOE PERIMETER ATALL DATEp PO0V78 BETWEEN FRAME AND BLIOKSEALANT BEHIND BY DMSTALLER 11r MAX SHM IL FLANGE BY WTALLER 0 PERIMETER BEN"BY ROTALLEREMBEDMENT m� L IMMEAND OUT SEE TAKE 1OREW� ��ot3u��•E,q�s SEEBt!ATE BY OTHERSv No SMI q 3 u MIN.EDGE DW. SEE TABLE 1 40 6 TYPICAL80J-AN1AiORAGE ��T� STATE OR F� q�'a1�•'•O� 81pM„n�0 X�- TABLE 1:APPRWIED 3plIz4111/2015 LUCAS A.TURNER,P.E. TYPE ellIL FL PE 4 602DI F85 it I1W TAPCON 1412• 1- •• 000 •BM PERIMETER�i Ai •• 1239 JABARA AVE 2. • • •I NIDB aOUP • • NORTH PORT,FL 34288 • • •• • • • • • O HOFOZONMLSECTION PH.B41-980,1674 ) 8°ELCO ULTRACON 1• 1" • •• • • • • ••• BD)t FRAME AVBTALLATIOIV aROUTM GSD} B' WRAOUN 1-U4' 2-VT • • • HEAD AND SILL BMILARFOR B00(O�TALLATION aw •• ••• •• • • • •• INSTALLATION DETAILS 2X MAV (Q-0.5S) W18' t 9/S 7/B` OR EURO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY RBNOVAVG THE RANGE, 2XMK PM E p4m) 010 WOOD SCREW 1-w 7B• UP TO AND INCLUDING A W*FRAME APPLICATION 18 ACCEPTABLE PROVIDED: • 18 GAUGE(0.060°}NUN EL STUD 010,18 HATI KWlK*UWOR IIIIY F4A LTHFEAD ••• • ••• ••• • BAT 08118!12 (33 KSI YEW Ai01) TEKS,BELF40FKLM 8CFIEIAI 7F8g10.0m0• 7h<C i" RADE ADHESIVE CAULK IS APPLIED ft _ 118•AWN.(8063-T6 MIN)OR 010 GRADE 6 LF TAPPBVG/ 811 LTHF�Ap • • • • ANDDU& BY INSTALLER. (;yl►8$12 B • •• FOML OT ANCNORAGB IS4N ACCORDANCE WITH REWIREMBVTS AS 1M6'STEEL(S9 K81 MAIL} DRW Att18(21EW 7FBiU 0.128° 711 • 3I40W10 FOR FL ARGE WBCOOYYS. SHEET 12 8OF8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 2 4 iR ,• ° i (pp j rbc i-of eas t wm �„tOD u, I� "ra+Is I sutura S�roe MMM®rues I P„nn�s+�n � «WMW� scs UM n& urkiz � �rM ' I7us�Ile.7�S+1�J+t Product Approvel Pro ssi G l QPUMM:Pubk lam Regulation MUM AMMM11 MOM>ftdUd6r&aMdM SeW6 s Amftadph s AtIlca%m oatBU 4 FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. •••• Address/Phone/Emall 1900 SW 44th Avenue • • Kala FL 34474 • • •••• •••••• (352)368-6922 ekoss0cws.oc •• • •• •• •• • Authorized Signature Koss Erin ekossOcA -cc •***so .••••• :**of: •••• • • ••••• • • TwAnlcal Representative Erin Koss ••0••0 .:*of ••••• Address/PhoneJEmall 1900 SW 44th Ave. •• •• •••• •••••• Ocala,FL 34474 •• •: • • (3 a Ext 291 • • i•••i• •••••• Quality Assurance Representative lay Lathrop •• • •••:•• • • AddreWPhare/Emall 1900 SW 44th Ave. •• • Ocala,PL 34474 (352)368-6922 Ext 291 7lattuopecos.cc Category Windows Subcategory Hor�ontal Silder Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Rorida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Sbeven M.Urich,PE 63 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 RI COI EValRee CWS-8718(HS-8200 74x63 IMP]odf Referenced Standard and Year(of Standard) JIUMAM11Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2006 ASTM E1300-04 2004 ASTM E1886-OS 2005 ASTM E1995-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By httP://WWW.floridabuilding.org/Pr/pr app dtl.aspx?param=wGEVXQWtDqu8obl%2flZm6... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Data Approved 06!22/2015 Summary of Products PL>6 Model,Number or Name Description !6736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Sprier,IMPACT,74"x 630,XO or OX. Limas of Use Installation Insibuctlams Approved for use In HVHW Yes FI-167315111 II CWS-8716 f HS-8200.74x63,IMPI.odf Approved for use outside HVH&Yes Verifted By:Lucas A.Turner 58201 Impact Resistarift Yes Created by Independent Third Party:Yes •••• Design Pressures+60/-60 Ev4hla"O"Reports • • •• • •••••• Othen Large Missile,741 x 631,DP+/-60 psf.Outer Ilte In FL16736-Al AE DuPont PVBNOAt13a012 7.Dd • I.G.must be safety glazed when used above 30 ft.in HVHZ. ELI 111 AE EvalRen QAMM19tHS-82•!Z4XN •• Glass complI es to ASTM E1300-04. �.Rd •••••• • •• •014,40•• EL16736 R1 AF ridependent TCreated by I ••••i 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Sllder,imm T,111-■ -#X ••••• Lhnks Of Use Inslallaftn Instruction •••••• 0000 ••t••• Approved for use in HVH Es Yes FL16736 111 II CWS-8696{ids 200•111x63,R ndf 000000 Approved for use outside HVHZt Yrs Verified By:Lucas A.Turner 581201 • Impact ante Yes Created by Independent Thita !ges • • Design Preasuras+60/-60 Evaluation Reports • • • • 41410441 Othan Large Mialle,111°x 63",DP+/-60 psf.Outer Ilte FL16736 Rl AF Dupont PV6 NOA-0129 z,- 119" 1•• In I.G.must be safety glazed when Used above 30 ft.In FL16736 RS AE Dupnnt S;IiiUOAs31r06za (I�f :04100: HVHZ.Glass complies to ASTM E1300-04. FL16736 R! AE BmIlIen CWS•069B tHS-820'0!�� • • IMP).odf � •• • Created by Independent Third Party:Yes 1 116:: Phan:65DA87-1A]a The state,of Florida Is an AANW amplayer.C....rruM 2007-2013 Sree.ar Hathim.:: :: ::Bsuhmmm Under FAYW law,eneal addrenea are public nmrdL 7you do not want Your amen address tdessed in response to a puldit-mcards request,do act taral agenic mall M this enthy.:hidead,contact the of a by puma or by hWMmai ma.U you have any quesdans,plan entad 890.487.1395.*ftmum t to saepon 455.279(1),Floft statutes,e1hutho October 1,2012,I licensed wft Chapter 455 P.S.must PwAM the Department with an areal address If they terve ane.The sawn proviW maybe usw for WWII eormraNUOAIpn with the le wsm Mweew ema9 addresses are public mcerd.Ayou M not wish to supply a P&M MI address,pleats Prevlde the Daparb to with an erred address which can be made av Obis to the public-To datanafne ir yqu are a acoreas under Chapter 499,F.S.,please d&hini, product�Alj� A NODI®® amwityma I much htip://www.floridabuUding-Org/Pr/Pr OPP dtl.aSPX?param--WGEVXQWtDqu8obl%2fiZm6... 6/24/2015 i URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer. Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the P Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: • • •**00• •••••• 1) This report,prepared by Lucas A.Tumor,P.E.,at 1239 Jabara Ave.,North 1�'or4" •• • •• 2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. •••••• : '••' ••••:• 3) Test Reports NCTL-210-3887-1,-lA,-2,and-2A,by National Certified Testhihabonstorieg :•000 Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed Tl+tR;01,2Q2,20% 0 • `94,ASTM E 1886'02/04/05,ASTM E 1996'04/06/09,and AAMA/WDMAfCSA • '• ••••• 101/I.S.2/A440`08 •••••• •••• ••:••' 4) Supplemental Calculations to support CWS-97113,signed and sealed by LucW A!Turner,'[ IV Installation: Units must be installed according to approval document CWS-871B. : %••• • • Limitations of Use: This product: •• • • May be used up to the sizes and daylight openings indicated in CWS-871B Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.27t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02t 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5'b Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. 1 do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. `a�,�t++miNeo' RE s v; No SUM '��+�;. �i STATE OF .-*I& 4118/2QI5 �'•.1"�tc`'•�- ,�pt t e,+'~ Lucas A.Turner,P.E. FL PE#58201 '1s+�tsfill � Lucas A.Tumor 2015-0418 22:21-04:00 ORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE arSHDWNHEREIN Is�IGNED AND MANUp ACTURED TO COMPLY WITH THE FLORIDA BUILDING COW M CUIVLENT EDITION INCLUDING THE MH VELOCITY HURRICANE ZONE(HVHZ}AND IOW SW 44TH AVE. 0 RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFIMQI OCALA.FLORIDA 34474 IN ASTM E IM PER THE FBC, WWW.CW8.00 781W MAX.W94ALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE MEET 2) 3 CONFIGURATIONEL—O ,'W. 82W Pvc 74'MAXtuBrwroTH RZ SLDER 33"GLASS MD 4.DESIGN PRESSURE RATING IfOFIE SU1 A NECa�RIVE DELI LOADS BASED ON.TESTED P AND IMPACT GLASS TABLES ASTM E-t=-W. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ,r INFILTRATION TEST PRESSURE AND GLASS TABLES C ASTM E-1300-04. ANCHORAGE:THE 331&%BMW INCREASE HAS NOT BEEN USED 84114' 1 IN THE DESIGN OF THIS PRODUCTT,SEE SHEET 8 FOR ANCHOR I� g DURATION FACTOR 0d=1.8 WA8 USED FOR WOOD FLANM 11EILiF11' B A CHORCALCULATCNB.I � 8.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT I 1 I REQUI11ED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT .. W"TTM MNUM NORMAL OPERATION OF MO PRODUCT,BUT U IMUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND MAX FLYING DE3AW, g LRBT V ^ Q HEX1Hf 1 MAX s' T.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT BASH USED AT FUM MEETING RAO.AND HEADISBI. tf I ; HEIGHT 8.SERF I MODEL DESIGNATION H84= a DID iSol e 9-THE DESIGNATION �A TM FOLLOWING: •tL— iyy SASH DLO A. v�pL 8 10.SESGALLO(Jig APPLY7ID ALL ELEVATIONS IN A 8lkIILAR $ � GEEN19F y I D z 5 4 1 I 8 11.EXTERNAL WEEP SLOT=114'x 1"LOCATED 41 FROM BOTH ENDS. * y C I W KaM C ALucasA �•.°llt.QO`� 3r GLABSDLO Turner bNA� 381N18"MAX SASHWU H 2015-0411 15:18-04:00 yz 41M IMI LOCA$A.TURNER,P.E. FL PE#I M2o1 •• ••• • • • • • • 1239 JA13ARA AVE. • • • • • • • • • NORTHPi>ILT.FI-3 4288 • • ••.• • • • • PH,841380-1574 • •• • • • • ••• •• ••• •• • • • • GENERAL NOTES AND TABLE OF CONTENTS EL EVA71ONS GENERAL NOTES S EEVATION&_...„»1 •�• : ••� ••i •••ADE UV10113 SECTION VIEWS&GLAZING DETAILS-2 MAX. UMT SIZE DESIGN PRESSURE RAnNG IMPACT R%IMPA ••• • • EXTRUSIONS B B.O.M„»„ „.....»»»„.......$ 7d•X 63• • • • • • • • • ANCHOR SCHEDULE&NOTES.............A +/-60 PSF LARGE MISSIC ;• ••• ••• e INSTALLATIONDETAILS „...».»».. ..„s SHEET 1:15 1 OF 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR 7 2 ' 1900 9W 44TH AVE. 8 W W W.GWB ►L1L RJ.CC 34474 1 8200 PVC HOFM SLIDER MPACT wa via s � sECTK7DV 9 11 NOTE.FDLED LITE AT HEAD AND SILL IS SIMILAR. 4 _n�� HEAD 919PIXi7 HOdt{1YP.} Ov '.ptRML 'may MIDI�AN of 911811 W'- 719 ovERALL t`w'4i No SB201 119"ANNEALED or TEMPERED 7AV A918PACE I &IV LAMI O STATE OF Jt�� 119'ANNEALED SWEEP LLS]CCI(((rYr ��OIVA61fGGv OhR.Y ENfikflED M0 DUPdVi pyg pY7EgLAAyEp pp TCHURROlANE W9g1D9. 4 -I 1 LOCATED ATTHIRD PONTS 119'ANNEALED �c- 1 x 1 PU9RECT QL4n^N^ 4111=15 90(APLEXam UJC 6A.TURNER,P.E. RL PE01 • • • • • • 1230 JABARA AVE. e 8 • • • • • • • • NORTH PORT,FL 84299 r • •• • • • • • PH.941-380.1874 mmysolmomw- • • • • ••• • • '113i iU A8S1H11Fc• • •• SECTION VIEWS AND 4 GLAZING DETAIL SECTION A A HEAD IMPACT HOOK AND • • • ••• ••• JAMB SWEEP LOCK LOCATMS • • • • • • MDE 10/10/13 SECTION 1 20 ON • i•i •• • •• vwvt AW ALTERNATE FSU FRAME ( TYL'A ••• ••• •(:M/S 87i B 1� S2HEEI ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LMtT 31Ai' CORNER COlIBiiRICTI ITEIIA PARTS DESCRIPHON VENDOR MATERIAL. 31AT mnmm1 K1497 RDW Sash MM.Rd Keymmk Almon I VZ, t#IIt18It1oY1+ 2 H4898 Rek1G S.B.R.IS.S.R, Keymmk Alum 6 S a t8D0 aW 44TH AVE 3 H 1 Meet.Ren Pxd Kaymetk Akkm OCALA.FLORIDA 34474 4 H-SM 15UhTOOBaLRall Manm, PVC 211118' aVMS, VIS' 2�, Vic WWW.CWS.CC 5 H-8049 Madn Ff.,SH,Yd Fin.,PVC Micron PVC nj 4 a HMW Seah Mast.Rett,PVC Nmm PVC (ALLSIDES) am�`. 7 NMI 8a9h Side Reil,PVC Mikrml PVC �-+' ,a HORZ SLIDER a 1+6049 Mdn Fr.,SH,wfF1Q.,PVC Macron PVC PVC FRAIAE FLAIdQE X68 tea RA9 +� IMPACT SU1, 9 P 31128 stxaen Pun Tab soman pvO FgANE Fa4eo4e 10 P3033 Scxean Spring,SS 23n6' TF' f tens' I an 11 P8113 Ssrew PVC Team Pholc RW*K elle' 12 P 8248 Screen Frame Allm6tf l Ro Fmm 6 4 13 PoT�9 Smeerk SpMa,.1l Wa,Bk. Dspa 1 aw 1818 7 19r6' 1 g gg rw G� 14 F4754 Smen Rwe Cm w Kay AnmMel 111 1n8' 11+6` 1/18° Ynd' FDtI Q[WEETa69 RAIL is P4942 BMS ,SM3504 Sc nim Snkmxt Lv SCREWED WITH W 18 P-3 2 sel.BOL,83 Dur.,i/9'x 9de'x r Lg. Fmrddow RWgw PVc aqm MTQ RAIL�80 PID$RaFI Sn1E RN48�t PVC SAtBi l�1BTM RA8 6082 P4C FDreD RARCOYER- O , 17 P3429 W91p„0.270 x AS7 back RnSeel, Uarefeb F is P859$ x 314'Slow TP-K 2 am Fe9t�l sled � w 19 P-4730 Sa x U2'Tnxka PH TEK 2 Dnp FaaterW Steil q1 alta' �� QQ h1 2a P3782 Cep Pk%Iff Fft MSM Nylon T�Iomr m 21 P-S180 SP+lo9 Lcd+. ,PVC k6eflok9c aA!>t+ea7ti.RA141497Mm R@O6;-ts991151 22 P-4779 taw,Tekxlem NI&gA Wone' k +SnB' 23 P-40S7 S8x 1 114 Ph FHTEK,WhL F86tek®I Stall , 711V1 V4 m< 25Z 24 P-4opm,ikrgoect.PVC headoek 7!8 3"r� � P-4M I78 W Weep Omer e4 FlaP M&M Nylon � y�1dREby T 28 P-40M #8 x 21/2 Ph Thm SMS Apxk 8 1 F W t I AD911PACf 4100K-+989 �8• tne• ;D .`•`''O $�, 27 P4969 Rdwy Lock Bcawak am 9.B.RJ&S.R.-1498 ROLLER TRACK-1776 ` T } No 55201 t. � P-4952 Keeper,Rmgy Lock 9unhen am 28 P-49M WM.0.42D x.1 U back Ftn36a1, Ulba[ab C �� i/4' I+7/!r�{ �*� S 9F_ 30 P•4833 BandFaetekwr Fated &ON 1 s,TATE OF y7W 31 51112 RaintmcametR Flaed KeykrwAk Akan —6' 8le'�+ 7� 9I U } �' ,D' *>'J* 32 S•1498 R6g,L S.B.R.18.8.R, Keymwk Akan tne' 8-"/'OPIA1- 34 3�7 Track Kaymmk AkmkPYCOMM� alA2g BEAD•11f2 m 3a e Hock,HwA hpact Keymalk Akan PIAN VIEW-2000 PANEL MACTCATCH-2x00 1AT f tAY af6' t 8n6" 4111J2012; 36 Catah,HId,hpaat Keymmk Agan 37 M mum PVC MV LUCAS A TURidER P E rF�----3-� ,A* 39 A pt,ad NIb PVC MaQml PVC >ns 1116' 12Fl PPli v emi P1FCst7R8EtIC1�1t3t1LeA�• •rkzaANT�1Fr+a6ae 39 Adapt.,PVC Mtkrmk PVC SCREW SUPPOR 13113 . . . . . . . . NORTH PORT,FL 34258 40 1 58063 jFkad Rea Cow Mkmn PVC • • •• • • • • • PH.941-3W4574 •• • • • • ••• • 41 1 58084 101aftt3�d Mkmn PVCEns' +'1m' • • • • • • • • 42 1 GUM ISEE SHEET2 CARDINAL GLASS ••• •• • • • •• 43 IP~mm'H',SNMFtmk m lHamiml/eftelSmo me � BOM AND EXTRUSXM PVC REH�18UPP0RT-1014 ••• •�• : ••� ••: ••ADE 10/10/13 •• • • • • • • • CNS 871 ' B It INE il'EMS NOT USED: • •• • • • • • 33 NOTE:ALL EKTRUSIONSAREAUAGNUM e0sa-Te UNLESS OTHERWISE NOTED. •• • • • • SHEET 12 14C • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 000 • 0 12 trr MAX O.C.(TYP.) i } 1990 SW 447H AVE. 8"MAX(TVP.► SEE NOTE 2 4 MAX�•) r MAx QC(m.) CX ALA,FLORIDA 34474 TVR VMAX( I ' ' w�a 4-MAX CUMV4 GEENMI! WWW.CWS.00 ' AN° tPETHORZ UDER � 1 IL INSTALLATION agMAlcac ANCH°R '1 IMPACT CTYPJ O X O X � I a A u►Ya,T-rRanr�E7 m � 09 � III INV Ifg' NOTEStyp}i STATE OF �W~ 1.INSTALLOINE ANCHOR AT EACH INSTALLATION LOCATION.SIL.ANOM SPACING SAME AS HEAD. 4 ttiA�.Q�R,% - F� 8g/QIYpL,�AO 2.SHIM AS REQ AT EACH INSTALLATION N ANCHOR USING LOAD HEARING SHIMS,MAIC ALLOWABLE SHIM STALK TO BE 1A°.USE SHIMS WHERE SPACE GREATER THAN 1/18"IB PRESENT. LOAD BEARING SH W SHALL BE no CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHBMS ARE NOT ALLOWED. &ANCHOR TYPE SIZE,SPACING AND EMBEDMENT SHALL BE AS$PECTFIED IN THESE DRAWINGS,SEE TABLE 1.SHEETS 4111/201$ 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#M= •• ••• • • • • • • 1239 JABARA AVE &BETALLA71ON ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INMRWIGNS,AND A SHALL NOT BE C�IN SUBSTRATES W NORTH PORT FL 34286 SPECIFIED IN TABLE 1.SHEET& '� �" �" PH.941-MO-1574 &IANCHORLL EMBETIONS TO S TO SUBSTRATE SHALL HE BEYOND WALL DRESBING CXR STUOCO.FOR COWMBCMU CPENINGS,EMBEDMENT SHALL BE BEY WOOD BUCKS,IF U80%WTp IL••• i i •• INSTALLATIONS TO SOILID CONCRETE C 1 C#RW1T-FILLED CARD MAY INCLUDE BUT DO NOT REOURE 1X WOOD SUCKS BETWEEN THE PRODLICT AND SUBSTRATE? ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCTAND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TOZEN7ER SPACI G SHALL BE MAINTAINED BETWEEN ALL FASTENERS:r FOR MASONRY,1•FOR WOOD AND METAL • ••• • 000 ••• • • •W • • • • *ADE 10/10/13 &WOOD OR MASONRY OPENINGS.BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARWITEC."T OR ENGINEER OF RECORD AND NSTALLED TO TRANBFNIR IND LOADSTC7rRl!8TTSSCTURE • _ SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENT$AS SHOWN IN TABLET,SHEET&BTEEAND MASONRY SUBSTRATES MAY NOT SE CRACKM. •• • • • • • • • �S$71 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF 116TALLATION SHALL BE DOW BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFEN CE D80UMSM • • • ScAm.FWAAMA1C10(FINWINDOWS).FMAAAAMA2WFANGEWN XWIft FMANVDMA250(BOXWINDOWS),FMAtAAMAWDMA3W0XTERIORDOCSSHEET) 1 0 40F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IPIT TYPICAL WAD ANCHORAGE SEE TABLE f SUBSMBY TE �fi(�^A MIN.EDGE GST. 114-40. SEE TABLE t MIN.EDGE DVT. SUBSTRATE 'wmnow BY nm 1��+,�"p LEE TABLE I SLE TABLE 1 BY OTIC 11100 SW 44TH AVE. NSTALLER SEE TABLE 1 OOALA-FLORIDA 3404 �TABLETE BYCITHEA6 We MAX II yyyl w-cwOC MIN.SENT MPI.EDGE DIST. 01/1 PGRMIIETER SEETABLE t SEE TABLE 1 BY T INSTALLATION ANCwo Pvc IVSICE AND OUT SEE TABLE 1 HOFS.8LJ0M SEALANF Y INSTALLER yr MAX slm4 EHINO SE rEMBEDMENT IMPACT In-0 PERNE ER MIIALANT TALLER METER SEALANT SDEANDOUT E AND OJT INSTALLATION ANCHOR QINSTALLATION A AANNGE BY� SEETAYE1 rC HORIZONTAL813TION �� IIOR�NTALFIN BY[NEIrALLER SECTION 8 TYPIOALJANBIIWCHDRAGE 8 TYPICALFINANCHORAGE v HEAD AND BILL BULAR FOR FIN INSTALLATION �q W �I 831 D: 11T YAX SHIM SEALANT BEHIND FLANGE BY INSTALLER � Q _ _�af� m 4 z EMMIT I�4M AND OUT SBY INSTALLER SEE TABLE 1 Al SUBSTRATE BY OTHERS G M6 5Ba01 SEETABLE 1 - MIN.EDGE DAT. _*� M �*= ! E TABLE 1 A TTYYPK AL II}y STATE OF }T V1V MOTION �a. 0;7- TASL.E 1:APPROVED LNBTAL.LATLON FASIE 04 41111=5 FSE rAIMTVPE LUCAS A.TURNER,P.E. COPR TE(20 KSI MLN) f8'RLN TAPCO N Mir t- PERRISTER SEALANT . . . . . . • .. 12FL j r=#RA W�laVE T BY 111LUNLIMM47 LLLER NORTH PORT FL 34288 FLANGE (288 KEN MIN.) 9118'ELOO UL 1• 1• PIBIDE AND OJT i • •i i i i i i PH.841-380.1574 D M +P (AMHORIZWViAL89CTION•• • • • • ••• FLANGE ALED CMU C4 0) 9Ui�ELCO UMPROON 1-114° 2-112^ 6 BOat PRAME pp��I • • • • • • FLANGE 2x MIN.SOUTHERN PINE P.&55) OR E 1-318' M. HFADANWIM 73IMI BtEISTALUTIM • •• L'e1-W LlLTFLAOON INSTALLATION DETAILS FLANS 12X Mal.souTH:M POVE Rim LW #16 WOOD S(2EW 1-w Mr FLANGE REMOVAL NOTE;PARTIALLY OR FULLY REMOVING THE FLANGE, RANGE 116 GAUGE(0.0801 MW.STEEL S7UD #1418 HB.71 KWIC-FLEXO;II7V FULL UP TO AND INCLUDING A BOX-FAAW AgPUC IM IS AQCEPTA�Pi0VB*p: DTwNw- (33 KSI YIELD Mao TENS SM 41RAI 1G SCREW THRLI M 8� 7n8' • . • • • • . .ADE lcvM3 11b ALUM. MIN.1M FILLET OF G�ISTF#ICT10 FLANGE (8083 TS Ya4)�t #10 GRADE 8 SELF TAPPI�/ FLAL Tl4iEA07yiB INgIDE AND OUT FULL PERIMETERNSI ESR � � Oy1 - B U8P S7EEL(a Km MOV.) ORRLING SOREW 7HIEL 0.14JF PRODUCTANCHORAGE IS IN A=FWANC68+YIiH REOU1gEpAA�M •AS •• • FIN ?X Mat SOUTHERN Poe So WOOD SCREW 1-112 1/2 SHOWN FOR FLANGE WINDOW& sam. SHEET 12 SOFS • • • • • • • • • • • •• •• • • • 00 •. Florida Building Code Online � Page 1 of 2 II 2'"Iir I[Alxw FbitbDepaivow `a=NMI 1 LM-m User R%Wft n Hot Tnpte: I Subrret SMftMe Stehe a F6CM Rump I FK W I WS Sft 0.0 Ow 'ix Seexa Busnes �� Pro n nal ProoductApprovai use.Zft u. Regulation FL# 520. Appncation Type Revision Code Version 2014 Appkatktn Status preyed Comments Archived ❑ Product Manufacturer Custom Window Systems Inc AddresS/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss6cws.cc Authorized Signature Koss Erin •••••• ekossoews.cc • • •••• •••••• Technical Representative Erin Koss •••••• • •• •••••• Addres#Phone/Eman 1900 SW 44th Ave. •••i•• • • • Ocala,FL 344740 •••••• ((35, W2,.)3368-6922 Ext 291 •••••• • • eko cws.cc 0000 • •• ••••• 99.90• 0000 •.••. Quality Assurance Repreeeehrtative ]ay Lathrop •• •• ••i• •••9•• Addres*"one/Email 1900 SW 44th Ave. • • • Ocala,FL 34474 • • •••••• (352)368-6922 Ext 291 •••••• llathrop®cwscc ; • ' •••••• Category Wind •• • Subcategory Muillorhs Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Profee clonal Engineer 63 Evaluation Report-Hardcopy 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 04/10/2016 Validated By Steven M.Urich,PE 2 Validation Checidist-Hardcopy Received Certificate of Independence FL9520 R5 COI EValReo CWS-836A Q In Mull,IMpl.pdf Referenced Standard and Year(of Standard) Mandatit Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http-//www.floridabuilding.org/pr/pr app dd-aspx?pamn--WGEVXQwtDgVIHvmu TRWCZ... 6/25/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FW Approval 05/06/2015 Date Approved 06/23/2015 Suminsary of Products FL# Model,Number or Name Description 9520.1 3'Alum.Tube Mullion 3'Alum.Tube Mullion,Horbzwltal&Vertical,Fin&Flange applications.(IMPACT) Betts fir Use Installation Instructions Approved for use In MVMZ:Yes FUS20 R5 II CWS4136A f3 in Mull.IMP).ndf Approved for use outshde HVHZe Yes Verified By:Lucas A.Turner 58201 Irnpact ResimUmb Yes Created by Independent Third Party:Yes Design Preoure:N/A Evalaathen Reports Others Large Missile Impact;See Installation Instructions FL9520 R5 AE EVaIRep CWS-536A f3 in Mull.IMPI.odf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of use. 9520.2 4'Alum.Tube Mullion 4'Alum.Tube Mullion,Horizontal&Vertical,FInrl"I"'i; applications.(IMPACT) • • 0000 •••••• • LImRs of Use InaRal{etlon lel I- Mons •• • •• • • Approved for use In HVHZe Yes ••••i• Approved for use outside MVHZt Yes Verified By:Lucas A.Turner 50201• impact Raslstalab Yes Created by Independent Third►&&*TO � :••••i Design Pressures WA Evaluation Reports *000 •• • • • Others Large Missile Impact;See Installation Instructions a and Evaluation Report for complete list of Umitatlons and Created by Independent Third P es • • Conditions ofUse. •••••• •••• ••••• 9520.3 51/2'Alum.Tube Mullion 5 1/2'Alum.Tube Mullion,Horl1003 vertical,Fin 66 Flange applications.(IMPACT) • a a • Lbnfts of Use Installation instructions •••••• Approved for use In HVHZ-Yes * i••••i Approved for use outside HVHZi Yes Verified By:Lucas A.Turner Osla • •••• • • Impact Resistanti Yes Created by Independent Third Party:Yes • Design Pies curet N/A Evaluation Reports Othen Large Mleile Impact;See Installation Instructions MS520 R5 AE EvalRep CWS-839A f5.5 In Mull.IMPI.odf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. O I10tW&A n 1406 North Mone StmeL Tallithaame FL 3Z398 Rion:8511487-1824 The State of Florida Is an AAfED amployar: d.+r,t 2aC7. -5#aee of floret.::Privacy Sudernard-:Ag;ewWWjXWj&w= Under Florida law,eaar addresses are public records.>Di you do not grant your a-meli add ratened In reaparwe to a pubik request,do not send al., I Ic nail to thb OaBly.instead.Contact the office by Phone or by badCmrel mall.It you have any Qom,please contact 830.487.1395.*Pursuant to 5flaeon 455.27511),Flatla STandea,eftectf a October 1,201$Ikarreeea licensed mien Chapter 455,F.S.mud pro" the Daparbront wfih an eraii address If they have one.The malls provided may be teed for official mnammication with the Ute.Mowewlr small addressee are public record.8 you do not wish to supply a personal address,please provide the DepartnmM with an arnae addr ss wbtch can be made available to the public.To detarrrdne H you are a Ikarcm under Caister 455,M.plaesa dkk MM. Product Appraoaf AOEepLBr aM E I-t'i hrip://www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ... 6/25/2015 ' j T]a�T�R 1239 Jabara Ave. V ��1 North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 837A April 27,2015 Product Description: PVC 4"Mullion H-1759 Manufacturer. Custom Window Systems,Inc. 1900 SW 44 h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5a`Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-837A,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3833-1B,-1C,-4,-4A,-5,-5A,-6,and-6A,from Nationale—•. Certified Testing Laboratories,Orlando,FL signed and sealed by GeraCd J.Ferrara,Me 6690o a. Testing Performed: TAS 2011202/203-94,ASTM E 1886-02/04/V5. $STM- `•.:• ....,. 1996-04/06/09,and HAMA.450-06 4) Supplemental Cales.to support CWS-837A,signed and sealed by LucasA.Turner,J.E.• :• 000#00 • • Installation: Units must be installed according to approval document CWS-8ew: :000 Limitations of Use: o• This product: • . . . . . ...... • May be used up to the sizes and design pressures as shown in CWS-837.A,using cliff H" • shown in CWS-837A ' ' 0• •• • Is Large Missile Impact Resistant and does not require the use of shutters •' ' • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System,Inc.windows,please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. • Requires 6063-T6 aluminum mullion and clip extrusions. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a 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. RE IV !r •`, .•''GEA# No 58241 +. 32 * * 4/27/2015 '°• "u: Lucas A.Turner,P.E. �� % TATH OFA+ FL PE#58201 • ,��y pN �� ++►` Lucas A. Turner 2015-0427 21:01-04:00 4" PVC MULL BAR - LARGE MISSILE IMPACT 1 ,�,,,SWIGNEDAND MANUF„CTUREDTO YWrTH „� SHOWN W/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FEC CURRENT EDmoN INCLUDING THE HIGH wo BW 44TH 44TH AVE YEI OpT1I HURROANE ZONE }AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL i9W D MPACT U8E AS DEFINED IN ASTM E 1998 PER THE FBC. OCALA.RD IDA34474 W W W.CWS.CC *CONFIGURATIONS(SEE SHEETS 24Y VERTICAL CH HORIZONTAL S.SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 4^PVC (REFER TO SHEETS 2-3) MULL BAR 4.ANCHORAGE:THE 33103%STRESS INCREASE HAS NOT BEEN USED II THE �MPA� DESIGN OF THIS PRODUCT.SEE SHEETS 9.10 FOR ANCHOR NAILS.WPIDLOAD Q DURATION FACTOR C&I.9 WAS USED FOR WOOD ANCHOR CALCULATE. S.PRODUCTAPPROVED FOR INPACT RESISTANCE. USE OF SHUTTER B NOT RwuiRED. 8.DESCHN PRESSURE OF MULLED UNITS SHALL BE=frROU.EO BY THE LAR ANCHOR Cd.IPANpIDR CUP DESIGN PRESSURE OFTHE MULLION OR THEID INDIVIDUAL WINDOW UNITS. A C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT e 7 APPLY ONLY TOTHE MULLION.WINDOWS MUST BE APPLIED UNDER SEPARATE 40 APPROVAL 4 O e O O a RESPONSIBIM OF SELECTING FENESTRATION PRODUCTS TO MEET ANY AP1:q.ICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY fR�4 OWNER OR�THEARCHITWT,ENGINEER OF RECORD, BUILDINS.SOME UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAW WQ SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY 4L X X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUTCF VINYL PYC OR o EXTRUDED ALUMINUM. pp 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLEUNITIVIDTH d a F H SHOWN HERE D HEIGHT ARE NOT EXCEEDED,AND MULLONS ARE ANCHORED AS t eN. C 11.HORIZONTAL MULLION SHAM.EXTEND THE ENTIRE WIDTH OFTHE MULLED I.M. Sf _4ENG�s EXAMPLE HOR17J VERT.MULLION VERTICAL MU LION IS USED TO MULL SIDE BY&ME UNITS TOGETHER � Ns 51D1 f6 y4 FOR SECTION VIEW ONLY ANCHOR CUP 9 SL STATE OF W Lucas A ►�a'6 R Turner MAt- . 2015-04-27 O O 21,01-04.00 ,r^. 4127/2018 LIMB A.TURNER,P.E. FL PE 388201 ••• • • • • •• 1228 JASARA AVE' :00 • • • • • • NORTH PORT,FL 34M x • • • • •k PH.941-3SQ-1874 TABLE OF CONTENTS •• ••• • 4 • • •• GENERAL NOTES AND ELEVATIONS GENERALN07M 8 ELEVATON6........„_ A �CHARTS»____.............._..„».......».....23 8OM a EXTRUSX]NS__.._.._......„...........__a • 9 oR , • �«�+...a•• •• ADE MW/012 EXTRUSIONS..__......_.»_...»..»_.._._.....,»„.s • • .. SECTION VOWS. __ __»»»»».._. ea . VRAp�L1�Nuu I�FebR • CWS 837 A CONFIGURATIONS DONS& S ANCHOR NOTES._S • • :• : i S •Y S7 • SHEET 125 1 OF1O ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BB CI•wevira GBy pwmnemw man smon R OPENN 39 61 B7 89 I so 7538 W ol I 88 89 107 9f8 114 I �SIiiSJI�RKIt�IJUti j 17j 48 1120.0 180.0 119..0 1 0 TIM 180.0 11.0.0 1 180,0 ,10.21 1 180.0 IMA 1 180.0 120.0 110 1�.0 1�� (� N1PUWALMUL MN $8120 178.0 0 180.0 180.0 180.0 1189 --17&7- 118.9 110.3 10&9 lOB. 1�8 109.6 ION SW 44 S1 AVE. 97 178.0 0 159..0 170.0 1 111.7 10&9 64,6 K3 OU DO �3 740 I T' 18021 SW 44TH AVE 159.0 119.8 110. 1 9 9%1 921 85.4 889 78.8 77 77,4 77.2 ��'�RIDA96474 88 170.0 180.0 108.8 IMF- W.1 87.6 -l-LT- 782 76.8 73.6 71.8 99.3 88.1 W.2 B66 88.3 KS I � •�= 72 123A 1121 --1-A 83.1 WLS 81.1 731 701 895 69 7 $B g I 78 118.8 1 830 97.1 OV .1 67.8 1 1D. 90.7 70.0 70,0 70.0 86.5 528 50., w; 4"PVc 841 mo I 7D.0 1 70.0 70.0 F0 86.8 824 I i50.8 50.8 1 su 0.0 I ,L MULL BAR s9 Too 1 Tao a 97.3 a" S3.a 498 - I �. OPBVOVt#312E -� �" L�T►I `� IMPACT 9z 721.0 s&4 $0.r 478 49,0 88 0 I MA I B5.8 I WO I 5.4 I MT 1 4M 1 47.4 1 453 1 43.4 1 41A Ve"YL DP CHART IS FOR: - - - y 70M m 15221 CUA IMPACT a MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER VQ: •(4)610 SCREWS INTO WOW or METAL I (4)SMI'1TW TAPCONS or ELMO ULTRACONS INTO SOLD CONCRETE or WOOD I (4) 114"ELCO ULTRACONS INTO HOLLOW or GRAY FILLED BLOCK -- 1 wflwsarB®moy Offamemalt�9e 14C $1 6 1 63 'Ma* 81 Q 09 1073M114 1W 176 In139 149919 I �t�9t7V6917a3+ IZMLILLLEN"+I • 14 46324 MOp-rl2D-O Immo- 178.0 1800 19.0 12.0 1203- D 120.0 1 1 12LO 12CLO '.Ri 126 15'+9.0 IMO 178.0 1�.0 1 180.0 7 1 170.0 190 119.0 / IM I VER IMMULo LLom 186.0 170.0 170.0 170.0 19,0 1�..0 170. 150.0 159.0 O 759.0 1 tfto -wo- ino I d 68 •178.0 1 1800 170 1 1�A 120.0 19.0 180.0 111.5 118.0 1148 1 179.0 17.00179.0 1 A 186.0 117.0 11 , e 1 b 7.0 740 70.0 I L _ k5Y5Y5' 72 17981?D0 0 1 tone tons 97$ 84. 740 721.0 Tao Tao I oaeanro 1 1021 1 11 to" t 0 897 890 TOA 7421 80 70.0 70,0 ta0 Me 7U70.0 70.0 70.0 84 70.0 70.0 721.0 721.0 702 7212 ---�. z 00 7421 721.0 1 70.0 70.00 740 70.0 3 70.0 7 :, iiN w 87 700 70 740 79A 70.0 740 70.0 70. 740 858 I OP CHART IS FOR: A 40 0 Tao 700 890 863 B82 965 I T I+ OPENMSIZE- 1 MLILLLENOTN +Ife V �J. NONIA -INTERSECTED,IMPACT 4'MULLION 1750,HORG'QNTAL OR VERTICAL,USING(PER END): i v CLIPSA f M6 am7 S10 SCREWS INTO WOOD of METAL __ ) Iv. 14 -(6) 14•ELCO ULTRACONS INTO HOLLOW orGROUT FILLED BLOCK WWD I }- �& 61TAT8 OF W -------------------------- ----------I � p�� --Omopmem--- . e wwwsar I �N1na °B87 89 45 s, 9: 8S14101i x2n"- WT$96 9, 114 , 7 1� 136 40824 159.0 I 178.0 179.0I l9tLO 120.01 12LO I INA 1740 119.0 I180.0 12LO I ,80.0 12D.0 12LO 12D.0 1 1210 120.0 7-- 412712015 53 te t20.0 170.0 1 I 19LO 119. 1 178.0 180.0 120.0 110.0 Sao 1�.0 0 170.0 1 Sao 170.0 I T...�8i0�5�,.. LUCpg A TURNER,P.E 57 180.0 180.0 178.0 178.0 120.0 12.0 1740 170 120.0 180.0 174 110.0 179.0 0 I FL PE S 58201 83 0 12MLO 170.0 1 159.0 120.0 1 =0 1730 80.0 1730 no 740 I 12Ft.PE 0 5=1 es 1W.0 1736 170.0 .0 119.0 170.0 0 170.0 1 i•. 11&7 70. 70.0 NORTH PORT,FAVE. 8 72 12U 120.0 0 12LO 1730 1 1 0 170.0 119.0 118: 28 •7w 746 I PH.8 ORT,F, 34 TO 12" 0 11D.0 129.0 1 180.0 139.0 1 1157 111.9 0 •7010 .: I 90 70.0 700 7U 740 70.0 0 740 7LO 00 • 0 1►OA• - . A 70.0 70.0 Tao Tao Tao - DP CHARTS 89 TOA 700 70.0 700 740 Tao 0 Tao 740 n no 7w- 70.0 700 Too 7" Tao Tao 6T2 k �, - � THE. MULL BAR IN FOCUS FOR ANY QNr;N NON- MINI��ECTED 90 --7wTao Tao 0 7oA 76.0 7oA seo 622 - 7 CONFICBJRATON SHOWN M BOLD. OP CHART IS FOR: • ••• • ••• ••• • I2.AN INTERSECTED MULL BAR HAS OTHER MULL IMPACT 4•MUU.ON 1750.HORIZONTAL OR VERTICAL,LIM(PER END): • • • • • • • • I BARS!ATTACHED TO ITPIOWN Ifo DABNES) ADE 09/27/012 1767 CLIPS • • • ••• • • • • THROUGHTHE USE OF MULL BAR CUPS,ANmulp - (0)612 BREWS INTO WORD or METAL °i i• ° • i i • ° i • i i i �D MULLBAR WIU-ALWAYS BE CWS�7 A A7rACHW TO THE SUBSTRATE AT BOTH ENDS. (0)114'ELCO ULTRACONS INTO SOLID CONCRETE or WOOD •• • • • • • I S.NON-INTERwmo MULL BARS CAN BE ATrAww SHEET TOTFIE SUBSTRATE AND OTHER MULL BARS. /:1 2 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • UMN W pa � 451 91 1 V Ts:aa m 03 es ,taws 114 120 196 >9z 139 145108 I v 120.0 1 120.0 I 120.0 120.0 120.0 12LD 180.0 12DA 120.0 118.3 108.8 7 89.4 8,2 a0 I VYUdDOW S1'8'Tt� 422$4 120.0 20.0 111L0 120.0 120.0 110.0 120.0 1078 As 84$ 778 74.1 70.8 14l09W447HAV& 46314 0 120.0 1206 1128 1 1 860 7, 77.2 8 70A R 64 BSR I 55 120.0 1 111.1 102.7 90.5 0 808 70.b ,1T d&8 Ig 34474 67 120.0 120. 1280 1�.0 1.2 102$ 88.1 78.7 74.5 878 68.3 1A.0 6L. 54,1 8S W0 120.0 116.8 968 8190 78. 70.8 80.4 8 6,0 81 66 0 120.0 I0, 780 88.7 84.8 81,3 86a 96.9 -61-9- 72 1 1121 101.4 92.6 85.1 79.1 BLO 80.6 1 87.5 W7 - _ __ -� I 'or PvC 783!8 1 110.7 1 106.2 98.4 07.7 1 60.7 1 1 89.4 I B8.2 1 61.8 1 87.8 1 DLT I 4M MULL BAR OP CHART IS FOR: I IMPACT RSECTED IMPACT 4 MULLIN 1739,HORIZONTAL OR VERTICAL,LISM(PER END): I .(4)#10 SCREWS INTO WOOD or METAL '�W�PL (4) 3M Ir IIW TAPCONS or ELCO ULTRACCNS KM SOLID CONCRETE+$WOOD I oN -(4) 714'ELCO ULTRACONSINTO HOLLOW or 13RWJT FILLED BLOCK -----------------------------------------------------1 I x a aro®mey per nms o I -- -- 98 1 45 51 57 631 69 1 783181 e, 1 87 68 69 1103- m 16 162 196 1 381 I oD 37 120.0 120.0 120.0 120.0 0 1200 120. 1280 120.0 120.0 120.0 1 120.0 1 12,0 120.0 0 120.0 120. 120.0 120.0 12.0.0 120.0 90.0 2" 1,&1 11 106.0 489f4 190.0 1 190. 17.0.0 120.0 120.0 1 120.0 1 120.0 14.7 1 96.1 1 170.0 120.0 12.0 12.00 1 ,$ 87 6 8 Q 190.0 20A 1 120.0 1 1 7 7.1 110.7 Ba 814 77.8 1 120.0 120.0 20.0 110.0 1 .0 118.7 III 103.0 68.2 89$ , 76.9 ^, r.:88 120.0 120.0 120.o 120.0 120.0 120.0 11 1 109.0 1028 SB$ 812 827 472 120.0 0 IM 120. 120.0 1178 1022 S,8 8, � ,�MIA.lKBd75� 120.0 120.0 1088 678 880 752 - ,;. I 5 0 DP CHART 18 FOR: I r NTERSECTED IMPACT 4 MIJL.LION 1739,HORIZONTAL OR VERTICAL,L18-M(PER END): (6)910 SCREWS INTO WOOD or METAL 1767 CLWS hs (a)3fI V FTW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD � '' x -(8) 1/0 Et W ULTRACONS NTO HOLLOW 9rGRROUr FLLED BLACK ---------------------- --------------------- ---1 I OR I s"= as sB2o1 oere.aw I av two m ITRIPLL4) opumn95>ffi s ra a W a w 11098 4 ,ZO 192 156 145316 I I 4Lry _ 97 120.0 tom, 120.0 11.00 120.0 tffi.a / 120.0I 12ao 1 120.0 / 0 1 0 0 120.0 I �0�� Qgto� \�r 4254 11C 12x0 120.0 1m.0 1 120.0 1 120.0 120.0 120. ME i 1DA 1 I �MlOLLFJVCIH� -ypi "46914 20.0 120.0 1 120.0 120.0 120.0 12LO o 180.0 0 12,0 20.9 1ffi0 120.0 118.1 108.8 I �'� NOLLwile ISO lur 120.0 1 0 0 120.0 1 120.0t 120.0 120.0 12-0-0 11,7 H 11LS , ,-08187 12DA 11D.0 120.0 120.0 120.0 120.0120.0 1 Ina 1 4 1110 1 a Iola 62 170.0 180.0 120.0 120.6 1 12,0 120.0 120.0 00.6 9,7 Bt 2 4/2712015 20.0 1�01�01 120.0 1 1082 8,1 417 1 3 1 SO r- r� I LUCASA.TURNER,P.E. 759!8 120.0 1 0 180.0 1 12-0.0 t29.0 120.0 116.9 103.0 87.4 1 88.4 1238 PEJA#3 AVE. DP CHART IS FOR: •• ••• • • • • • •• INTERSECTED IMPACT V MULLJON 1739,HORIZONTAL OR VERTICAL,USING(PER END): • • • • • • • • • I NORTH PORT,FL 34M 1767 CLIPS • • •• • • • • • PH.941-360-1874 (0)012 SCREWS INTO WOOD or METAL •• •• • • • • ••• • I -(8)114'ELOD ULTRACONS INTO SOLID CONCRETE or WOOD ••• *00 ••i •• i i ••• I I NOTES: DP CHARTS 11.THE MULL BAR 0.d FOCUS FOR ANY 4iNE:N INTERSECTED MULLS CONFKKIRATION 6 SHOWN W SOLD. bmw DATE: • ••• • ••• ••• • I2 AN 9VTE S80TED KILL BAR HAS OTHER KILL • • • • • • • • IATTACHED TO IT(SHOWN IN DASHES) ADE 09!271012 • • • ••• • • • • H THE U89 OF MtRL BAR CLIPS.AN • _ s• • • • • • • • • • I DUENSECTED MULL MR WILL ALWAYS BE • •• • • • • • • • ATTACHED TO THE W86TRATEATBOTH ENDS. CIMS 837 A •• • • • • • i 9.NONaARERSECIED MULL BARS CAN HE ATTACHED SHEET TOTHE SUBSTRATE AND OTHER Ml1LL BARS. 1:1 3 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESC RRA PARTO 9=1 318.x FRAME TYPE OpmNO "7"M1AI BAR CLIP Z"F1>1JM40 CUP / FE1758 MULL,13<8'x 4',FIAT,PVC (FLIM 4009 Sr18F$ DRIP FLANX ADAPTER NEW NOTF15COMNENDED F47874= mmmsnymm 4 &8048 RETRO FISE414 Of 19008w44THAVE. S F-1$22.014 PIETRO FITMULLF-1787 2 OCALA.PLORIDA34a74 8 Psm-77 RETRO MELLANt2i cup NEW F-I 22.027 F-1787-006(L&FO WWWMWS.00 F-1767-M2 LANGLE 4 MULL CLIP,STANDARD RETRO F-t5P2 027 F-17U-M(L&R) 8 F-1767-0061- LA ,v mtLL C28,FW LEFT NEW NOT R ECAMMENm D F-1767-002 c PVC 8 F•1787-OOSR LANQLE V MULL CAS,FTN R�iP Box "767-D07"F40 1 4 L C22'.FtEIROFLA LEFT FiETFiD F1Y12-01a F-1767-M 11 F 1787-WM 4 MULL f V, FLANCIE, NPA rM 12 810 x 1 112' PANHEAD PF1WP5 ZNC 1S 705FLATWASKEH 14 t5M-ingHrzxwramoMOTEKSCF[EW'fMnOWOOoM i8 1MB ,PVC 17 -5 ,7118•CTYP'a 18 910 HE WASHER TEK SCREW 8� ) rte ) 18 810 FH TEK SCREW (TYP ,F w • USE WOOD SCREW 812E(MOOR 02),SPECIFIED N WNDOW UNIT APPROVAL DOClAt91T Y ,1118° tn I115i18") 1 9V18'(iYF!) � �F 1/2' th$' 1� .L,_ 41W TOP YIEW 4814' GRIP ACIAFRER R,=53 W t/a•THPN(TYP.) O 1 12 <p tt4' 312 ]14_THRU{TYP.) �iP�N tn8' 3 1 w1ir �, Q 711 THRU{1YP.) `, �T�("/�.i",�,,i FLANK ADAPTER SIM No �;�i 4'HOAIZMULLXNICUP8d888 !: * *S 41A,4• +� 8 111n8'CTYP.) 11710 9 S STATH OF �� UAP a 1118' ,18118"f1YP.} t,yP`'� PMUMOOVER-W8 t -47Ar I . T 4M7=5 4•WJLUMR H-17M F�TRO OUP C49 F16?P 827 LAMAS A TtJRNER,P E 114.1 FL PE#S8201 7n8•(TYP.) 1239 JABARA AVE. NORTH PORT,FL 3400 • • • • • • • • • 18118'(TYP.) • • •• • • • • t • •i i • ••i• PH941-ND-1574 •• gXXW- ODA8lA ••• ••• i•• ••• 8 A 23ne' BOM AND E DATE ONSi i • ••• • ••• ••• `lt • 1JB' ADE WR7l012 • • • • • • • WrAIL TYP.FINPRAME 4*1 A ••i i • i•i •• • • •• i i a7l8-�� uww-• - • •• • • • • • • • CWS-837 Fwv A NOTE:ALL EXTRUSIONS ARE ALUMNUM 6033-T8 UNLESS OTHERWISE NOTED. •• • • • • • RETRO CUP C4T F-lW-Wa 1� SHEET 4 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAMETWE OPEmM "f"MMA BAR CUP %L"MULLBAR 1$JP NEW NOT REOOMIAENlD F-1787-002 wmowmnmmu FLANGEERETRO F-162 014 F1 or1800 SW 44TH AVE. F•1797-0= OCALA,FLORM 34474 FIN NFW F-1622-W F1757-CUSQAR) WWWMMOC REM R1622W F17V406(L&R) ' NEW NOTREOCMMENDEa F-1797,= 4"PVC �X RE7f� F-1522fi14 F-1� w AAULL BAR DUIPACT Ins•ttYP) -- tIa tom! Y�o 37(8° 1 y t Cd8' (a3f4"j 1 Bf8' IYY�� IG z 0 0 m � 1rr ,lr td •• 23da E ® 29ra 1"g.'MM 4'MULL CUP,RETRO FLG(I M MM-CM —M M4•MULLCLIP,REM FLG Ut n)F1787-0078 —LL <Z _w 9 3;J M No Sam p STATE OP iAv.* I �s?'�0e h—�87M F• aMr �67W Ni*X tuW •w.. Tns(,vP) Ira'(TYP) y� Co7718•(gmw.) va(TrP.) 4127=5 1 fif8' 129/47 1818" �� O LtrM A.TURNER,P.E. 4114' 1 Bn8'cm.) 1239JABARAAVE. •• ••• • • • • • ••=3'V NORTH PORT FL.34288 i i ce • i i i i PH.941-380-1374 --T • • • • • • •to 7112° •• ••• • f• • ••Zara 22q. EXTRUSIONS �, ®E OUTBQ7@ • ••• • w Saws° a7na" trr(?x)] --r ADE 091274412 "L"MOLE 4•MULL CUP,FW(LEFT}Ff787-0051 "L"ANGLE T MULLCUP,FN(RwM F 17a.OM • • • • �•��"��_�}�• • }• � � ••i i • i•i '1i WL CU9 ff&D Rb-F1787-D6L bwwr REw •• e • • • • oupug SHEET. 12 5 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 1 19W SW 44TH AYE. OCALA,R.OFMA 94474 WWW.CWS= 1 PVC MULL BAR FII AA=BEREMOVEDOF APPLY INDOI NFRAME PULL IMPACT LENGTH MyVINDOdYF WHEREW L GROOVEPR�iTOATTACH 4 —= SEAL�HpND FLANGE PRIOR 3 (SEE DETAIL ej SEAI�i1ND FLANGEPRIOR TOAI7ACHII WINDOW TOATTACHINGWOMM 9 (SEEDETAILB) v NQ B Fl ANGtEE AME WINDOWt ¢QNTAL MULL BAR SECTION \B/V FRAME W INDQW MULL BAR SEC X N o � APPLY BEALANiALONG FULL Z LENGTH OF MULU°JAR GROOVE PRIOR TOATTAC ADAPTOR •� D„�RE4y4g 0 .7a No mm { PR�IOBEN RTTOAND FLANGE rA � G z ��S� STATE 01� �g WINDOW WINDOW I _ Wk O R t `�sa lul �DETALA) Z (SEE DETAIL.Ay 2 At- DETAIL A `�� fr • t FIN MUST BE 1 yHIM �15 INHERNWINDIMS APPLYSEALAMT ALONG RBLLOCA$A.TURNER,P.E. OONNECr TO WILL u3am OF muuj R GROOVE FL PE#Bml PRMTOATTACHNGRANGEADAPTOR 1239JARAFkAAVE. NOPITH i i ••i i i i i i t PH.9410-1574 • •• • • • • ••• FL 34M HL •• ••• •• • • • •• SECTION VIEWS �ALMULL BAR S'ECTI�1 MULLMULLS E FRAME WINDOW a FIN FRAME • •• ••• • ••• ••• • ADE 09227/012 • • • • • • a DETAIL B •• • • • • • • • • • • •• • • • • • • • CWs-w A •• • • • • • SHEET 12 B OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 B A s 1 ri h QWMMOWMT owe 1SM SW 44TH AVE. O O III III O O I ww c oo s4a7a - ---- :-.�z_,�II _ �_.,, FW Ts I I I I{ � f © $ l MULL BAR IMPACT � r A 1 SECTION VIEW A-A TOP VIEW rTs FIN FRAME sO � �a (2 1 � a (2�ta2 8�ta2 t �l► RD 0050 1 sMUu9AR((HH-t77�� •1LE�pIg �t MU RATEAPPROVAL FOR S'v d N• 1 S APPROPIMTE DP CHARTS) $*;1 8'HOFS MUWON CLIP 11M MAX Mm DISTMAX�DIST. 3 0 a ME NOTE 1) - S' H•1if9�s STATe of �� NULLBAR g� BEE NOTE 1 =MAXGE DBr.ED'� ii��a�`s8�t o ps$ {pp� T7 �y�iy L �ARATEAPPROYALFOR 1 ygylA�M�d� SEE NOTES 18 2PPRCPRIATE OP CHARTS) SEE NOTE 1 EAxLIP} 18 or 18 SEE NOTE 4 18 a 19 SEE NOTE a 1 412T12Q15 C ,V HORS.TO T VERT.MULLBAR SECTION 7 HOf1Q T04•YERr NULLBAR SE611�1 18 a t9 SEE No'TE 4 LUCAS A.TURNER,A.E. /-C'N s HORG:MV VERT.MULLSAR SECTION FL PE t 58¢O1 •• •• T •• 1239.VMRA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-3W1574 •• 000'. •M.SUDS CUP*M BDOMM AND SECURE WITH ITEM 16,AS SHOWN ABOVE. SECTION VIEWS P.PRE-DRILLED HOLESMCLIPS 8117OR 8118),SY THE INSTALLER, MULL INTERSECTIONS pM�AY BE LOCATED ASMIIV�FFDE0rTED WpHILE MAINTAINING A NINU I CUP MM DISTANCE ••i i• • ThTE e� IRLLra ADE 09/271012 • • • pTs A HORITAL�1 THEFULLUBUQIFi E GREATER,THAN THE I RSECTeIfi NULL. OWS 837 A 4.NIERIOR 1U ANCHOR ATTACHMENT SLEW THRU VERTICAL MULL INTO NULL SHEET CLIP.PRE-DRILL.Phot HCLE THRU ALL MATERM. 12 7 OF 10 ••• • • • • ••• • • • •• •• • • • •• •• 1.T14E MULL BAR IN FOCUS FOR ANY OWEN CONFIGURATION IS SHOWN IN BOLA. TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2 AN CYTE ISECTED MULL BAR HAS OTHER MULL �8Y8TlMIS VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BMW ATTACHED TO IT WIOINN IN DASHES) 1900 SW 44TH AVE. THROUGH THE USE 0:MULL BAR CUPS,AN OOALA,FLORAA34474 IN113lSECTEDMULL BAR WRLALWAYSBE WWW.oWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. �– 3.PON-INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATEAND OTHER MW.BARS. ,"PVC MULL BAR IMPACT to I I LI L aPENaICG s�¢E--•� .I oP13JNB 81� -- rn4o s1��1 +iOPENING82E a 0 FOR¢ONITAL NAA I ICN FORM rAALi1AUUM HORIZOJTALMUum HURIZ=AL MtIUM VERTICA'"UL!" II L -- -- f, Isg++xGGLEI TWIN L -- ISI -- I O L IBELOW1 I q I+--MULL LENGTH T-r --MIU.tBgGTH-+I A/1ALLENQTH I. •; �OPI�IING3¢E h— MULLLENarF+--•� a�+�u ,Ev� al0 5!3201 t�'? Q BTA!@ OF NOTES: 1.AT MULI ICV LOCATION.ATTACH WNbO+A►UNIOWSTS)TO MULLSAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT'L9 NOT SPECIFIED IN THE WMOOW UNIT APPROVAL �++bliniF HEr WOOD SCREW TE IN WINDOW APPROVAL TEK SCREWS STALL BE LOGO ENOUGH TO THRAS 1MICATED IN THE W==APPROVAL MR ATrACHMENTTOEE(3y THREADS CF P@VETRATION BEYOND INSIDE WUSING A HEX WASHER WAD TEK ALL MULIMp,OF TIM SAME SRE{#18 OR @I2)AS THE �Z 2.MULL CUP INSTALLATION ANCHOR TYPE,SIZE„SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAW IKGS SEE TABLE 1,@FEET 9. 4/V)=5 3 ALL MULL CUP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A COFtRCSM RESISTANT MATERIAL OR COATING.DES="METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED LUCAS A. tRNE P.E. WOOD MUST BE PROTECTED TO PREVENT REACTION, FIL •• ••• • • • • • •• 1239 JABARA AVE. 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION MTRUCT10135.AND HOA$Sum, yE 1 NORTH PONT,FL 34MO MINIMUM SPECIFIED IN TABLE 1,SHEET 9. • •"�"`t4'�' • TES W NTH STRENNG711S LE88 THAN THE PH,941-380-1074 a ANCHOR EMBSWDBawqm ARE EDMENT'*SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR C TEI CMU OPENINGS, • • •iDBEYOND WOOD MGM IF USED.INTO SUBSTRATE-1X BUCKS CONFIGURATIONS AND ANCHORAGE NOTES e.A MINIMUM CENTER-7042 NTER SPACING SHALL BE MAINTAMED AS INDICATED BY THE PRtsan LED HOLES AS SHOM IN THE CUP LAYOm ON SHEM 4.8 7.WOW OFI MASONRYOPEM • ••• • ••• ••• • ADE 09/27/012 NGS,8lOI�AND BlxxC F SHALL BE PiGOPERI.Y D�KGNIO BY THE ARCHITECT OR EMGRItEER3SF I�COt4D AND TNSiALLED TO iRAlJS(4:pt WIND LOADS TO THE SIi,UCTURE, BU�TRFtTEB MALI MEET THE MINIMUM STRENpiii�S AS SHOWN IN TABLET,94EST 9.CONCRETE AND MA6014lRY SEBSTRAT2VTY;AT BE CRA&APA • r. •• • • • • • :• • CWS-837-REV-- SEALING A a IAAND FLASHING DOW%STRAT{GIES FOR OVERALL WATER RESISTANCE FMA OF INSTALLATION W SHALL BE DONE BY WDMAOF"M2 F�bYYp�G 'Ct�T pN O��R E DOGUMEMS: SHEET FMAIAAMA,OR(FAdWIN00VY8),FMA/AAMA;�(PL�UItGFyVINpOWS},FNIAWVOholA28p(�xwM®OWS),FMA/AAMAMtDMA9l�{T`-XTERI�1 1:1 S OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 04STALLANCHORSTWO AEE OFTHE RIVE14OIE$BHONM ON FJCR GWE OF MULL BAR. wmmwmnm • • iOCALA,FLCRIDASW4 WWW.CWS.CC C ERR C2 JIM C34O rpm MULL BAR TOP VIEW IAiIPACT MULLCUP1767.OMANCHMRECUIR ENT a MULLLBBAR CUP z ANGLE MULL BAR CUP TWD READ ISR EACH END OF MULL a 1 11111 w WILL BAR MULL BAR OISfALLAT�IANCF�R t INSTALLATION ANCHOR jI II SEETABLE I � iI BEETABLEI F STFIUCTURALEWMIM OUTBA F> D SEALANT ALONS - L AS A REaD BEAWVT/LLpNp AS III ADDSIALICTURALELEMENTS RWO BARS LAAi�LEVEL FOR EDGE BY MMALLEI — IMULL BAR BYL' O PERIMET134 SEALANT EDGE 9MOSMANDOUr INWALIAR BY INSTALLER TM AKE t NT BEALMITd B AND CUT SEE TAME I EMBEDMENT ,#_ �t�� SEE TEBY07HER3 SS TEOVOTHERS `� y��£$.rG�9 Ar.. - SEE TABLE 1 im �T�ABLE I = Ne 58 1 �D1 VERTIC/tI SECTION /EN VER7ICALSECTM *� # _* `9 f TYP ICAI FlJit�iE(gETAO FTTy ANq IORAGE L 9�,1 TYPICAL FLANQE(RETRO FRI AM1RB p' BTATH OR yrs HEAD AND JAMBS SAtlALAR Fit RAID B�TALLATIWJ HEAD AND JAMBE SIFAILAR PSR FLAIdQE INSTALLATIONti,• .a� 1 r`y,�Sr NOTES:- 4/2712015 TABLE 1:APPROVED MULL CUP DISITALLKnom FASTED I.BOO(FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. LUCAS A.TURNER,P.E. WAMURTWEFL PE 0 58201 (201(SI MAV) 3118'TRM TAPtODN 1• 8• ••2 MM RNAC#MT INSIDE OF MULLED WINDOWS NORTH POW, AVE. p • A • • e PH.941-380-1574 .34208 FlOLJ OAAI a(RRQ�JR FB I C1f 680)Or 114•ELCO UL7RACON 1-114' '112' • R�"-"-"�+AC&**'&'MAX FOR CLEARANCE OF WINDOW 1787 CLIP AdTO SOLID CONCRETE(285 KSIMIN.) •• L MF"N"M.• • • •• INSTALLATIONDETAILS 20CMIN SOUhREfNI PINE 0.02MOR EL00 ULTRRACO N 13/8' 718' 4.FOUR(4)ANCHORS REQUIRED PER T MULL CLIP,SEE SHEETS 2-3 FLANGE 20LMNL StXTDERN PAVE(Ct<44) 910 WOOD SCREW 1.9f$, 7/8, THREE M ANCHORS REQUIRED PER*V MULLCLIP,SEE SHEETS 2-S , 18 GNll1pE laA�'f MAV S7EEL S I[!D 11616 HO71 KW1CCfLEXOR RW FUII THREAD ••• •6wtT MUtL10N T17O MUti•YLIR1•• ADE 08271012 (SS KSI YIELD MAV) IM SELF-DRILLING SCREW THRU 0.0�' 7118° • • •_ ••• • • • • r. 0ARS POR DOW,REFER TO TUB WINDOW iff ALUM.(8 078 MAV.)OR 010 GRAM 5 BELFTAPPM I FULLM4 EAD mS •.• RON��'i CWS 837 A V8'67EEL(W KSI MAV.) DRILLING Bt�W THRU 0.1� SHEET 12 9 OF10 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • wmowmnmm 19W SW 44TH AVE. 4AAWRMDA SW4 4"PVC MULL BAR IMPACT T VORWOPEEREEAACHHROOFULILL RETWFIT 6 MULLBAR tx.IP r d WILL BARMULL BAR INSTr�Ei.&+rs STI _ J rLLATIONABU i, 9 d ANMM V SEALANTALONGE 7�7SUAIANTALONGE E OLM�WFOSED 0=10E EXPOSED e F S EDGE BY INSTALLER eb� EXTERIOR FNW BY OTHERS - — - AM NTH E7fTERl�t FIN{SFi _ NK MWEDMENT PERBiIETER SEALANT e BY OTHERS — - SEE TABLE 1.SW 9 4 C PENWERSEALANT— BY INSTALLER °, SYBIBT °• p z RemAND OUT u,. INSIDE AID OUT a°� �pm��-,"`�I SSSTAME .S%Wa BIERS ~ SUBSTRATE BY OTHERS ° �, �.REt Tj�44 °' SEE TABLE 1.SHT9 :e°' •`1'GaN 4i ��., �� M r {ya�COAL SECTION SEE TABLE 1,SHT S MIN.EDGE WT. AFme o1~'' � 10 7YPIGA RN('L•A=AN �_VMCAL SEG7t�i FI fy SEETABLE 1,SHT e S 4 .•S HEADANDJAN®SSIMILARPDRFWq�TALLATION 19 HEADANDJAM��SIM0.ARFWTALLATION ^9z * 4¢ S STATE OF -.AV �y�4PyR R O �y.� zz Nrn>S: 4=2015 LUCAS A.TURNER,P.E. I.SILL STOOL MIST BE FLUSH AamST INSIDE OF MUU.ED WIIDOWS FL PE#s1 •• • •A;r:K�i • •i ••• i229JAB►RAAVE� NORTH • Z M �bulrMAK FOR CERCEOFWM P 941_W1574 * ftPORT,FL34208 •• 3xv;R(4)MORM RLR71 WAVPER T MULL CLIP,SEE SHEETS 2.3. IhISTALLA noN DETAILS THREE(3)ANCHORS REGU RED PER*V MULL CUP.SEE SHEETS 23, FIN 4,SEAT MULLION TRIM'TO MUTT OUR OFMNW. • el • ••• ••• • ADE 09271012 i BPEClt6O f AM �TO ilk,REFER TO THE WIN[ / R •i i• • • i i • i i CW8�i7 p A •• • • • • • SHEET 1:2 10 OF 10 • • • • • • • • • • •• •• • ••• •• ••• • •• •• ••• 0 0 Florida Building Code Online Pagel of 2 RondaDepaMXM# KIS ft. I inom ;urarftWaftn ; MTnpea I suwaswdmw smsaFacm i vuamner recsas rensuft( s c Busines Professi r al cUnrrovael Regulation FL X26736-a2 Application Type Revision Code Version 2014 Application Status Approved Comments Archtved M Product Manufacturer Custom window Systems Inc. Address/PhonelEmaO 1900 SW 44th Avenue Ocale,FL 34474 (3S2)368-6922 ekoss*cws.cc Authorized Signature Koss Erin ekass®cws.cc 9999 Technical Representative Erin Koss • • 0000 •••••9 Addreo/PhMWEmall 1900 SW 44th Ave. •• 9 •• • • Ocala,FL 34474 9.9.90 0 �••� 09991• (352)368-6922 Ext 291 • eko�tws cc 000000 • • • •0090• 0009 •• • • • • • • • • Quality Assurance Representative ]ay Lathrop •••• • •0.9.0 Addrew/Phone/Emall 1500 SW 44th Ave. •••••• .:909 ••••• Ocah6F34474 •0 090 ••i L 9 •9999• (352)368-6922 Ext 2920 ••000• • • jisthmp@ccvs.cc • • • • • • . . 9999•• 9999•• • • :.00*: Category windows • 000 Subcategory Horizontal Slkl ar •• • 0••0•• • • •• • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Enghwer 10 Evaluation Report-Hardcopy Received Floridaineer or Architect Name who developed oped Lucas A.Turner the Evaluation Report Florida License PE-50201 Quality Assurance Entity Keystone CertlncaGons,Inc. Quality Assurance Contract Expiration Dane 07121/2020 Validated By Steven M.Urich,PE W Validation ChedxOst-Hardcopy Received CartMeate of Independence FL26736 R1 C01 EvalReo CWS 8718(HS 8200 74x63 IMP)ndf Referenced Standard and Year(of Standard) sumdald IC HAMAjWDM4/CSA/101/1.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 EWivelence of Product Standards Cartifled By h4J/www.flaridabuilding.org/Pr/Pr apP (3tl.aSPX?Param--w iEVXQwtDqu8obl%2f[Zm6... 6124/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summery of Produdts FL AR Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-82002 PVC Horizontal Slider,IMPACT,74"x 630,XO or OX. Limits of Use Installation Instructions Approved for use In HVHZa Yes FU6736 Ri II CWS-8711%{HS-8200.74x63,IMM.odf Approved for use outside HVHM Yes Verified By:Lucas A.Turner 58201 Impact Resistant)Yes Created by Independent Third Party:Yes Design Prensum+60/-60 Evelustion Reports Otheri Large Missile,74"x 631,DP+/-60 psf.Outer Me In Fd_i6736 Ri AE DuPont PVR NOA 13-0129 27.txfF I.G.must be Safety glazed when used above 30 ft.In HVHZ. FL16736 RI AE Mo Ree CWS-871B(ES-8200.74x63. Glass complies to ASTM E1300-04. IMP1.gdf F ISZ36-RI AE Quana(Mlkronl NOA 12-1017 02.ndf Created by Inftpendent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horimntal Slider,IMPACT,111"x GX,•1rrlJX. Limits of Use InakdWon Instnrotions • • •••• *00 ••• Approved for use In HVHM Yes FL16736 RS Ir CWS-869B{l n 11x63 1MPl.odf • Approved for use outside HVHM Yes Vert ied By:Lucas A.Turner 56201 Impe ct Rogin tsrrtr Yes Created by Independent Third-IMI-ft • •• •••••• Design pressure:+60/-60 Emduation Reports 9000•• • • • Otheri Large Missile,111"x 631,DP+/-60 psf.Outer lite FI.115736 RI AE CIA - •••••• in I.G.must be safety glazed when used above 30 ft.In PL11S736 RI AE DuPont MM ZM24 df •• • • HVHZ.Glass complies to ASTM E1300-04. 11FL16736 Ri AE EvelReo�s (HS-820D.11b*3. 00:990 IMP1.1) 0000 • 0000 ••000 Fl 1$736 R Q uan x(Mikrorj N5t1 12-1017 a2.rn1f Created by Independent ThtrMr"es •••• 00410:41 0000•• • • • • • • 0000•• ® ® 0000•• • • • 0000•• •• • 0000 • • wee•asn aa9_saza •• • The stale of Florida is an AA/M employer. ft of Fhmlda,c:11rhem statement t: Under Flarlds law,acral addressed are public rude.If you do trot want year a�nWI address released bt response to a pub�rft request,do not Semi electronic mall to MilseMy•Iniad,contact the offlas by p�er'M trwaR ur matL V you haw any questlons,Please omffut 85e.457AX5.*Pmeuat4lo !Section 455.275(t),florhlee efrecu"OdAw 1.2x12,Hannan eaetamd under Chapter 455,F.S.must provide ire Departrnent with an etrae addroes 9 they saw Orre.The errtall8 plOWded neat be used far OtRdal tmnnwNmtlon wzh tiro 8naewe.Honwar ceras iddreases era pubdc redord.7f You da tot wlNe OD appy a petaowl address,Plow proWde the Deparanem with an Small address which am be made awlfeble to tto public To 06W..bro R you are a Iteenses ww" Chapter 455,F.S.,pleew dict hes,. Product Approval AooaplaI ®®® MCCUrft w ulna http:/lwww.floridabuilding.org/pr/pr app dtl.aspx?param=wUEVXQwtDqu8obl%2fIZm6... 6124/2015 URNER1239 Jabara Ave. North Part,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 869B April 19,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44"Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5" Edition(2014)Florida Building Cade including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Tumor,P.E.,at 1239 Jobara Ave.,North Port,FL 2) Approval drawing CWS-869B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-38873,-3A,4,and 4A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02/04/05,ASTM E 1996`04/06/09,and AAMA/WDMA/CSA see* 9 101/I.S.2/A440`08 . . 000000 6666.. 4) Supplemental Calculations to support CWS-869B,signed and sealed by Lucas rr ,N. ner,AE+ •� •0 999999 9 .. 6666.. Installation: Units must be installed according to approval document CWS-869B. •••••• ,.�. 6666 06 . 0 6 Limitations of Use: This product "" ' 00 0:006 690909 9069 00000 • May be used up to the sizes and daylight openings indicated in CWS-869B • 6666 6666 666600 • Achieves design pressures of+/-60 psf :90:0: 90 • Is Large Missile impact resistant and does not require the use of shutters 9 9 9 6 00 666.. 6 • May be used in the High Velocity Hurricane Zone 9 6 6 • In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-DadrX O ld.13 ••;•, 0 6 0129.271,and in the fixed glass requires Dupont SentryGlas Intorlayer per Miami-Dade N.O . • 11-0624.021 • Requires Quanex(M&=)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 56 Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. 0'►+++�+ WREW r7'Ak No 582171 L i' •: r t • 4/18/2015 -0- STATS* OF ttu�Ar Lucas A.Turner,P.E. FL PE#58201 Lucas A. Turner 2018-04-18 22:21-04:00 HQRIZUNTAL SLIDER- LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HMEIN0MI)AM MANUFACTURED TgTOODIY�LY WITH THE FLORIDA BUI DIVG CGDE(FICO,CUI9iENT ISM SW 44TH AYE. 9 THE HIGH VELOCITY IGll91RICAME ZONE�}AND 6 RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFT COALA.FLORIDA 34474 IN ASTM E 1988 PER THE FEC, WWW.CWS.CC 2 GLAZING OPTIONS:(BEE SHEET 2) s CONFIGURATTONs.rox,')OCP. am PVC HORZ SLIDER 112VCMAX OVERALLRANGEWIDTH 4.DESIGN PFIESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111•MAX UbBI tAt07Dl POSIT LYE bE.gION LOAN BASED ON,TOTED PSE,WATER WRLTRATION TEST PRES�M AND GLASS TABLES � aLA24ss ao ASIM E-104. G ANCHORAGE:THE 3414%STRESS INCREASE HAS NOT Bill USED A 9N THE DESIGN OFTHIS PRODUCT.SEE SHEET 8 FOR ANCHOR DETAILS,WINDECAD DURATION FACTOR Cd-19 WAS USED FGR WOOD 110 g ANCHORCALCULATIOl 94 1Wt s PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT MAXl .THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT R1NMUM ATMM DUFUNG NORMAL.OPERATWN OFTHIS PRODUCT,BUT m g W HEIGHT B g MUST BE ENGAGED PRIOR TO EXPGSURE TO HURRICANE WINDS AND s$ FLYING DEBRIS. 2t �¢ 1� A Be 12118° 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 5j HEIGHT Dam Q I X 1 USED AT FIXED MEETING RAIL AND HEAD)S&L Q D 1 D DL0 S.SERIES J MODEL DESIGNATION HS41M. vC 9 ABLE BASK OO-D 0 STAND FOR FO�BASH THE FOI LOWIrG: SAl9i MAI' C HEXGHi 1 t i 0 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ,P1 ��e C t /L e LOCAT t. 1 t" Ne 99'109 �+' \� 11.EXTERNAL.WEEP SLOT-U4•x 1•LOCATED 4 FROM SM ENDS. .*IL—L 4 2715118• A Ci A 7,31 WATP CF 144 4 MAX.SASH WIDTH 8 � A. WNN Tumor tm 2DI5-04-11 Z;z_ 155:17-04:00 4111/2015 LUCAS A TURNER,P.E. FL PE 11591 •• ••• • • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34M • • •• • • • • • PH.941-38D-1574 • •• • • • • ••• • •• ••• •• • • • •• GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS—-1DATE GLAZING DETAILS 2 • ••• • ••• ••• • TEF 10!11113 SECTION VIEWS L4 GLAZING DETAILS.-3 .UNIT SIZE DENIM PRESAME E TING• • •IMPACT RATING EICTRIlSIONS&B.QM»-».».._...._.....„,».4 . ANCHOR SCHEDULE&NOTES.».»........„8 111"x 63" 1 • �►-$0 • • • • E MISSILE IMPACT CWS-Bell a IWTALLATIONDETAILS. _...«» .e MEET 1:20 1 OF e ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1900 SW 44TH AYE. W W.CWS lc°A3aa7a am PVC 71W OVERFILL HORZ SLIDER 9M8`ANNEALED ORTEmPEREO w,OVERALL MPACT 1141 AIRSPACE U8'ANNEALED OR TBOTR D 7118^LAM n a 3u8°Alit SPACE 3M8"ANNEALED SM8`LAI6t1 .00SENTRYGLARSIM,A9TWTEmAYER Y W fr ANNEALED .*D MMONTPVSINTERLAYER SIKAF r W W ANNEALED a ICT 1 l r GLJ4'48 BdTE fig* 112°dlf6'R4wmM-M 3 m .cOZ MASS TYPE 13 N 1 .O W STATE OF LiLASS TYPE A ,y,�,_ FIXED t4LJA88 y�� 411112D16 LUCAS A.TURNER,P.E. FL PE 868201 •• ••• • • • • • 1238 JABARA AYE. • • • • • • • • ••• NORTH PORT,FL 34288 • • •• • • • • • PH.941,8D-1874 • •• • • • • ••• • •• ••• •• • • • •• GLAZING DETAILS • ••• • •• ••• • • • • • •• • • • TEF 10/11113 • •• • • • • • • • GWS-669 B 1:1 SHEET 20F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR lb�tSlfs�R� Rib 1E1 a 48 1 19M SW 44TH AVE. OCALA,R:ORVA34474 WWWAWS.CC $200 PVC HORZ SODER MNPACT �a s 2 6 8 1 1 9 1 SECTION VIEW JAMBROTARYLOCKS JAMB ROTARY LOCKS: SECTION VFW 8 B -MAYBE SUBSTITUTED FORJAMB 1CNV MN UNITS.E UNITS. }v ZZ & �oF� n n 9137 a0<Z —mvN oFoo .Sm.) j� l OM444a491 M` 4 L Ns b8Z01�- 1 � 0 ATE dF Aft JAMB aiPACT IK101ts 4'� LO AI NARY LACUS�43} LOCATMAT7HIRp 1 t V i 4N1/2INEi -EITHER IMPACT HOoKsoRRorARYLocKs LUCAS A.TURNER,P.E. i MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE 05=1 8 7 •• ••• • • • • •• -ONLY ROTARY LDCKS MUST BE USED IN BOTH 1239 JABARA AVE. • • • • • • • • JAMBS OF FIN UNITS. NORTH PORT.FL 34218 • • •• • • • • PH.841 .1574 • •• • • • • •• • 1 SECTON VIEWS • ••• • ••• ••• • SE07M VIEW/MA • • • • **:HMOs* TEF 10/11!13 ••i i • WKS IMPACT•H OIF"LOOK LOCATIONS - 8eD11oN VIEW C-c • •• • • • • •1 • CWS-BW B ALTERNATE FRN FRAME •• • • • • • SHEET 12 30FO ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PAt;tB LIST 3118' IT�a GSA T�CifON PAAi f OE&�PTION V9�DOp MATt3®AL 3 118• -r 1 H4049 Main Frame,9HM F� PNC MIk10n PVC 31W VVUMrX iW SVVnM E H 1891 Fixed Reil,W"Dtdy,Akaninum Keymwlt Akan 1 8 1900 SYV 441}1 AYE. S mil, Cow,HO Fixed Re,PVC M9tm PYC OMI A,FLOR11DA M 74 5 P4638 #8 x 2112'Ph Mad Thw6 Type A 7E Al- Sw 811N8' via, 39 1 IV ilte1716' 1/16' WNrW.CWI.00 a P-mm seam 8etal6,31Y am Riff e Siltcorm I i 14 7 5.1778 lRollor70ok Alun G{ALL�D aw PvC e simma Screen AdepMr.Jamb.PNC mDmm PVCL 1• v t e NOFM SLIDER 9 S,0M4 SeMon AdOw.Head&SUL PVC Mdtron PYC PYC FRAME PLANE HD MTt1 RAIL-1661 NPACT 10 P44M Weep CM;-W Flap M&M Wim PNC FRAME RN4M 11 SSW Ghdnp Bead Law pts e 12 H4= Sash M Rd.PWG Mgawt pVC nu t 1tih8• t 3118" 5 m v 13 MEW 9aeh Pug Rd,PVC mom Pvc14 H Bash TOWBaL Rag.PVC mo mt pYG 115 HA997 FMhiL Sash Me&Rag Keymatk Num 1n8, 1ne• I �� a 15 KIM* RenDtxaement,8e8h Slda Reil KWmwk Alum L 17 WI M PA 119M Sash Pu0 Rag KW/mwk Num PVC BALI M'fL3.RAIL-eon PYC 8A8H BmE RNL-M1 PYC SA81 TOP/B11n1 RAR4= PWC HD MTQ RAa.COYER-X77 18 P 3428 Warp.,OT70 x.187 back Flr9WW, l Mdeb � � RARTOGETHER E 19 P4783 Lock,krtpeot,PVC bxedock O 20 P4051 A8 x 1 1/4•Ph Flat Tek WlIL FaatoW Steal QurL1.6 Ae•? It �c 21 P4099 Keeper,Impact,PVC kRwlOek 22 P3539 SB x We Square PH Tak,WhL F6retetml Sbal L s• 1 3/4• Ede' 23 P4958 R=y LAtdt bCwlook 1 ate` 1 1 a 24 P- e32 x VV Baas)Faderm InWock 1116° tsI 1/18' 25 P49M FAtwy Look ntwbck 7w tfir GAIN MM RAL 1497 m Q g 26 PAM Ader,TWdn MGM MOM PLANVIEW-191111, SASH REIN.-IWO 27 P3541 #8 x 172°Quad P2k H iEK 2 x Featertal SOeel � P� 28 GLASS {L SHEET CARDINAL ASS HEAD IMPACT HOOK-1999 y4.Oahe• 3116' � 7Jtw 11/4 y�oFN � 29 purteet aleze 9f°Or B&d=852 Hwdutmum SRbor- O 6 7 N• 3 01 30 P3028 Sat.Bk,85 Dw.,1N•x 718"x r IS Frank Lata Rubber 8• 1 G B 1118• a tk • s# Agn*W RWFMM off� RJ6LG R.-1499 �tQ 32 P47344 SC=nLamer HK.LERTRACK-1778 STATE OP fr4l Key NlttNtal Nyton �" 1ne• C� 4v 33 P4755 Screen Cm w Key"saw To AllmMal tw• 4•�A{O R s0�+�•p�� 34 P-M Semen"to 9ummg �� PW4YIEW8000 PANH9A+ALTCATCF!-2099 718• tt t+7la'y SS P-M Stem" Fia.SptiRg SS CIMN 41818° I I z�n1r' 38 P3ree 228 Sewn Dopa p PVCG AZE9EAD-6364 1/18• 4/11/2015 37 P4772 Screwl Ckah,F07arpMBa M AZE SEAD-1112 LUCAS A TURNER,P.E. 40 P4M Cantu ,PWC Team Pk ics Ilutaxa N� t/2 �lwl,t+ 39 ABARA A41 P-375¢ Cap Pkeg,lit'Fbla M&M Nyknt i dttV =`N- els• 1 Sdte° 1230 PE#S I AVE42 8.1577 ImpvM Hook,Frame,Jamb Kwok Akn 000 • • i i NORTH PORT FL.34298 40 9-1112 Fnard,HeadJamb Keyrtlerk Alum i i K i Ins' PYC SCREt�I CATCNiso18 Ina ir �0411574 44 FE kr�aotChMM048sah Ketmrmk AWm ••PlllYifmYY-19P• • • • PMCANT4LIPi-6099 45 P4740 8s X5'8 Ph FH TEX,211x.PabbW Ajmc t3t�t ALSM Oft IMPACT HOOC-1677 BOM AND EXTFI11 KM 48 8-1988 brtpw.i FltxBt,Frartx►,Head Keymwk Akantins• tiB• 47 H4 M Man FMme,SHAG,Ph PW mkmt Pvc wts•�f+--�� ipt a 49 84M R diw'Ratdt,PVC, km Mgtto„ PWC ••• •i• i •• • • • 1h5 TEF 10/11/13 49 P-500Lack.knpaot,Pvc.ttdFl6lpw k9whWit • • • ••• • SCRE1AM&ORT-3113 umm - 50 1 P4730 in It tit'Ph Mod Rues TEK I Faa wiW Steal [M ITEMS NQT•USED:•• • • i i • • i • i i CWS-889 B 4,3839 NOTE.ALL EXTRUSIONS ARE ALUMINUM S08S-T8 UNLESS OTHERWISE NOTED. SHEET 1.2 4 OF 0 ••• • • • • ••• • • 0 so • • • • • • • • • • ••• • • 0 000 0 6 '} 1900 Sar 44TH AVE. e•MAX rm4rm.) 9°(TVP.) r- IMAIs 8EENOTE2 � �- }-8'MNCdC(1YI') WWW. FLORIDA 94474 s'MAX tTYP.� + r MAX If I Wwvv.cwacx 8200 PVC MCHOR`1'P.' HOFM suint MAX= MPAC r 1T MAX D.C. X � X w a XANIMM O X rr La ANCHOR LAYOUT-TFLANfiEf H (IN oD 4 N. smi I kto so NOTES: S�� STAY@ OF 1.INSTALL ONE ANCHOR AT EACH IWTALLATiON LOCATKNN.SRL ANCHOR SPACING SAME AS HEAD. 2.SHN AS FBO AT EACH INSTALLATM ANCHOR USING LOAD REARM SHWO.MAX ALLOWABLE SHIM STACK TO BE 114'. USE BHBCIS WHERE SPACE GREATER THAN 1118'IS PRESENT:LOAD BEARING 8HIMS SHALL BE C�ISTTBJCTED�HIGH DENSITY PLASTK:OR SETTER.WOOD SHIMS ARE NOT ALl#�. 9.ANCHOR TYPE,SM SPACM AND EMBEDMENT SHALL BE AS SPECRED IN THESE DRAWINGS,SEE TABLE 1,SHEETS. 4111120'1$ 4.ALL INSTALLATION ANCHORS MUST SE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT W11H PRESSURE TREATED WOOD MUST LUGAS A TURNER,P.E. BE PROTECTED TO PREVENT REACTION. F L PE!58201 1298 JABARA AVE • ••• • • • • • •• NORTH PORT,,FL34M S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MM&JFACTURERS mISTAIiA INSiRU6TISNFiPAND AIDliMBHN.L NOT BE USED IN SLIBSTAATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1.SHEET 8 • • •• • • • •• • PH.941-3Q1374 •• • • • 0 ANCHOR NSTD BEYOND WALL DRESSM OR STLIOCO FOR & BE BEYOND WOOD W)CM F LSD, OI OSOLIcRETE SUBSTRAOR GROHALL UT- C MAY E BLIT 1XTmaf*p M=A ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU FMIWIFB THE USE OF 1X BUCKS BETWEEN THE PRODUOT AND SUBSTRATE NOTES 7.A MINIMUM CENTER-70dENTBi SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENM 3'FOA 1• . • •• �i��i�i TEF 101'11H3 &WOOD OR MASONRY OPEN9d(,lg B1CK9 AND BUCK FASTENERS SHALL IS PROPERLY BY �jf� �►NGINE AND INSTALLED TO TRANSFER WIND LOAD TO THE STRUCnM. R SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMgYfB AS SHOWN INTABLE, R1j MAY NOT BE CRACKED. • •• • • • • • • • CWS B 9.8EALM AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLAT�SHALL 8E DONE BYOWHERS FOLLOWNG THECURRENT VERSION OF THE REFERENCE DOCUMENTS: 3CAM SHEET FMA4UkMA tOW(FIW WINDOWS},FkWAAMA 200(FLANGE WINDOWS},FMAAWDMA 2R0(BOL WIND0Wft FMA/AMAN PDMA XgE1ITEA10R DOORS) 126 5 OF S r t T1PX:AI HEADAMCMORAGE MN.SEE ENT SEE TABLE ABLE1 1 SUBSTRATE IMKEDGE TABLE 1ST. 1w MAIC abed SON=1 RM E�Mr. TESEE iWB�IpCyV SYSTE}1B FSEETAHLE r OCJILA FIOHeN134474 8t1MTRATE BY OT}tBRS ! 114 MAX 81/811 SEE TABLE t WWWCw&CC MIR.EMBEDMENT MN mw DBT. PEFIAE.TER SEALANT �T BE TABLE 1 SDE� INSTIN1AT�t ANt�iALLER =0 PVC SEE TABLE 1 HOFM SLIDER SEALA14T BEHIND MIX EMBEDMENT FLANGE BY INSTALLER .MAX atrW BEE T IlUIPACT a v PE -10 RIMETEF�ALANT BY SEALANTPERWIETM MOE AND DItT O Q43DE AND OUT q � T1gN ANCHOR SEALg1a � 8SEA�x061 ANd{� Y[ B HDR¢aNTusEDrwN /c1 HORlzadrusECRlau SEALAW BUM 8 TYPICAL.YdNB ANC�FAOE \� TYPKd41.FDd ANC�{QRAfiE + � w HEAD AND atu MAILAF FOR FN wrALLATION W ;n W GGQII W¢ 4 114 MAX am SEALANT SBO D FLANGE BY INSTALLER and �ME�RALANIT UK EMBEDN19ff PSIDE AND OUT STABLE 1 � DREW pyBUBaTRATEBYOTHEflSGlp gg20i SEE TABLE t Io * Bc TABLE I A VHRTIC BILL AMM40PAGE STATE OR 'lT��+tt= 6 TYF1Cu81U.ANCHM4 ORAGE ,��p •�i`'�' TABLE-1:APPROVED R83'1'ALLATION FASTEISn 4111/2015 TYPE W06=VWWCNrT= LUCAS A.TURNER,P.E. CONCRETE(ILD K81 MEd) 7OR AV w TAPOON t-1J2' t- p sEA Ndf3( 1238 PE.IA#ae AVE •&R NBrAUER NORTH PORT,FL 34280 E OONCRETE(2r0 K81 Mw) amanawfm CO tL TRACON • 1• • •• •r• • imaw AND our HOFIzatrAL aTgN PH 8481574 FLANGE pR01J1+0.LED CMU(AS7M G8p) LCO ULiRACON -114 1 FLANGE 2X MN.SOUIMERN PINE�.a •• 1�t• •• • •.• S HEAD�BILL AR�BOX INSTALLATION FLANGE 2XMIN.SOUTHERN FIVE 0 ULTRAO01dINSTALLATION DETAIL$ (�.� ODSCREW 1-w 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 1B GAUGE(0.M MeV.STEEL STUDMT1 KWBFF=aA ITW FUR+ RIP TOAND INCLUDING A BOX FRAME APPLICATION IS ACCEPTABLE PROVIDED: (9a KSI YIELD MeV) ELF-@1LLm SCREW• •�D • • TEF 1(111H3 tAP ALlJ11e.(80&FT6 MdV)OAADE S SEU»TAPPeVQ t 114"FB1 ET OF COIVSTRUC170N GRADE ADNESNE CAULK IS APPL IED DMrFLAKE 1W STEEL(3i KSI MeV.) O • • *!18• • INWE AND OJT FULL PERMWrER,BY INSTALLER.MeV.SafiFf04 PAVE •THRL®1EeP • • • ••-�UL"TANCHORAGEISINACCORDANCEWITHREMj REMMMAS CWS4W B (�.5M1O 1-12' 1 FOR FLANGE WINDOWS SHEET 12 BOPS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •