The URL can be used to link to this page

WS-12-1207Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 175313 Permit Number: WS -7 -12 -1207 Scheduled Inspection Date: August 02, 2012 Inspector: Bruhn, Norman Owner: BENSON, CONNIE Job Address: 361 NE 102 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060135090 Phone: (954)792-4415 Building Department Comments REPLACE 12 IMPACT WINDOWS AND 2 DOORS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 02, 2012 For Inspections please call: (305)762 -4949 Page 9 of 20 4 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. W, 1 1 Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Typ BUILDING OWNER: Name (Fee imp Address: City: 31•ot toe 0-11 C t \'l ROOFING JUN 2 9 itleh to der): COA(i ■l @V'0 1t Phone#: \o'2 ST State: Zip: 3 Si Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 3(.D l {l)—c: 102 Si City: Miami Shores Folio/Parcel #: b 0 s 3 2 oto - O 13 ° 5c O Is the Building Historically Designated: Yes County: Miami Dade Zip: `53136 Yi ICMY S L61 s Fl 2 B 2:)I IN 31 NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone #: 954.792.4415 ka.■43 Address: 4070 SW 30TH AVE City: HOLLYWOOD Qualifier Name: WAYNE THOMAS BURNETT State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954.792.4415 X243 Email Address: Imartinez @fhaproducts.com DESIGNER: Architect/Engineer: 6cArki, oD Ufa, Phone #: 5kol)3SZ&4 Value of Work for this Permit: $ o -� Square/Linear Footage of Work: Type of Work: OAddit UAlteration ONew epair/Replace ODemolition Description of Work. � Act State: FLORIDA zip: 33312 Phone #: 954.792.4415 (_ P D { ******** * ** * ***** **** ** ****** *** * * * **** Fees** f********** *********** ******** ** *** ** * **** Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ Permit Fee $ CCF$ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $ TOTAL FEE NOW DUE 1i11r2.l0 ` •s% Bonding 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 permi/ o 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 Ali tIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The fore oing instrument was acknowledged before me this day of fr•e , 20 0--, by Cc:x.)4 e, P ‘1150(1 , who is personally known to me or who has produced As identificatio and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature.. t Contractor The foregoing instrument was acknowledged before me this" day of ia7Yl ,20 a, ,byLowit.J f3f0-4. , who is personally known to me or who has produced a identification and who did take an oath. NOTARY PUBLI Sign: Print: aGte eGC a My Commission nd ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY 7,7?/1 Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk Miami -Dade My Home My Home a :'� Show Me: Marmon Search By: `Selttem Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S,0,H,.._Calculator Summary Details: Folio No t11- 3206 - 013 -5090 http://gisims2.miamidade.gov/myhome/propmap.asp Legend Property Boundary Selected Property Street Highway Miami -Dade County Water Property: 1361 NE 102 ST Mailing ERIC BENSON &W CONNIE Address: 361 NE 102 ST MIAMI SHORES' FL 33138-2428 Property Information: Primary Zone: '1000 SINGLE FAMILY RESIDENCE CLUC: Beds /Baths: 0001 RESIDENTIAL - SINGLE FAMILY 3/1 Lot Size: 14,625 SQ FT f Year Built: 1936 MIAMI SHORES SEC 1 D PB 10-70 E1/2 LOT 19 & LOTS 20 & 21 BLK 37 LOT SIZE 125.000 X 117 OR 17776 -3765 0897 OR 17776 -3765 0897 01 Assessment Information: 2010 $205,110 191,231' $396,341' $177,73 and Value: Building Value: Market Value: 2011 $164,303 ?Irtnr*V111,111.. 1111111 $191,215 $355,518 $180,398 Exemption Information: Year: 2011 1 2010 I Homestead: $25,000 1 $25,000 1 2nd Homestead: YES YES Taxable Value Information: Year: 2011 1 2010 Ta xing Applied 1 Applied uthority: Exemption/ ! Exemption/ Taxable Value: 1 Taxable Value: $50,000/$130,398450,000/$127,733 $50,000/$130,39: $50,000/$127,73 City: $50 ,000/$130,398`$50,000 /$127,733 Boa d School $ 25,000/$155,3983$25,000 /$152,73 Sale Information: Sale Date: 8/1997 Sale Amount: $0 Sale O /R: 17776 -3765 Sales Sales which are Qualification disqualified as a result of Description: examination of the deed Aerial Photography - 2009 My Home l Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser 0 113 ft Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Mami -Dade County. All rights reserved. 1 of2 6/19/2012 9:51 AM 4 tr. Merida Hams bomarramant Aestodahts Lbirano Na CGO NINO Wan 4070 10" Arm, Hollywood, 1. 33M FLORIDA HOTEL Flopiets*IIIHM %Wawa Contract Name: NosnelPIZ:733 d' ./rd /).7e/i/evre —.1(49,4 zr Address • City TN& Contract is made nag entered into this_ a, *of .../'t-orfe 217/4"iliy and between Florida liamehoprovement Associates, Inc, a Ronde atifeealliall Monomer or and camer(41 reamed above Of the residence located tette address listed above Manion nemns Cootrpttor green° poem The work desatred below: 1) hentave calstIna oohs to be repined. Wank Remcared Items sre likely to be damagat) 2) Prepare operas, as necessary to receive repucentent units. . 3) wiNDDIentoi± FHA Enemy Warm Sawn Simonton vinyl Iflaod WWI Aluminum frandeted, Mimihtlith Flbh-theuhitect 0 Doarc Energy Mona Sever /dumb= lasetated._ AIium PAGE 03/04 Ettstord Tab leat-79244te Saud Dodo Irsh 315-545446 Sua 95441Z.2170 Wok FHAPRODUCTI940/4 Sete ISSIONAPRODOOTS.COM Eam Mona: State ZIp astritia • ma_ NMI 11=11 affameaantar AA AP FA . PAM AAP FAA AO_ tar_ cro— tvr—. • Warm,* manalseimor's warranty sent upon oampandont FA AF gigidiftlatiftgri RHt labt ) .029Stot CALaall. AtttAtica cor-- 0 INMAt Met 4 5) Vitoit NOT to be replaced: r.e . N 7) specild InibiatInns; 6) If acip9cabi---..7--'-----------------.removing _putter panels, smutty bars. MI 140E4 8) Cleanapjrsh -------'--------------.._clebris end provide neoessarypemets end Imarronoa. . 9) if applicable, In the everc that Contractor hatable for vdiateverTeason to *blab OraPeepenn*891ForloJzaathellacroellt of hhY work Contractor shall refund airy onions layman ainithistutmat,n.aban be outomahotitsalleched., AckneenepoworicAnish P5-, Hun normal hoalletion b to be done siehosooted blelgoir jC 'F' '" 747:24 4 0.7jrZr_k13x7 •Le ( •crt. . Wedge: Contester shalt commence-Ire work witiang days after execidlan of the Contrast (the 'Commencement Wieland shag madoatolo ccmoleta Work hereunder warm 2_ days after tire commencernent Date. The TOTAL PRICE for all Labor and Materials (Including arty applicable dlactomt) is 5 2t 230 Down Stymie Sokoto Payable • - +.■ Contractor will provIde to Owner a Float waiver anti Release ef lien and itammato( s Aftidatat Included In chanter (2003). Emile one MS ivs1 related Oat aPPN far nning of Mr abeve•stme atm annum if yer is drelet4 see/framing agyannent • Naos to inadnemiffiniivittogb lkinimbinlho4 OWnen LiagrotatpribithlmairteroneloWitetetteect tilarieramenramiairedimmants) In rim& b). Tottery sentare to amp, alltro mead Native atm eau daft Nino Rearm= Wet Neal netria. e). Teetesermal dammaretz warned toll* home Intorterementowerwareer tostaina martpep Or mberema waste a mer on your property orneesidasioresestd tkViet orch ike root ant riaerstered lea overtsitari oaths earmaciand *mind doetemerm alma ram eba. . This Contract curtains the entire icarbiblt Of the Pates, * litoV lb71 be alangea MaY but °111). by "gried 6141 (Nth°. or °the' written amendment The walier by arty party of a breach of arry provlskm of thb =abut Sal hot operate or be construed a verb"r of allY subsequent breech by env party. • NW Prior 5A ere 24,10 Sales Tax %) $ 19— tif oPlabobia) Total Control Prke • a/ a-sa , evettuenety *aorta the fonts Me/REM the Parties hereto have executed this =bed, wader seal, as of the day end year Orst above Oraten. Son Os Yam to Sam cermet thloteeneestes nt swam lobo to op So laird , flay aftbt the Onto of tite tronsconon, Ownec mare of oeneettation form for on oratnnettost of ado dart tAIZ e:04/ of Steed Warne Owners Assadation No : YES Phone* . NO ( Building Name: (nap hr y3i$ 6201131`12 WWL or Fig. 26.5-la eteggy RJ Table 1.5 -1, page �oso[a Section 26.7 Kd 0.85 Table 26.6.1, page 250 Kat 1 Figure 26.8 -1, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.0 degrees theta 14.0 degrees Specialty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite #20 Boynton Beach, FL 334326 FL. CA# 009217 Intshlcdorm and limitations of Use Wind Velocdbs In South Florida Area of comment Dade Broward Palm Beach Area ofcomposeot Risk Cat. 1 165 156 156 Low risk to hmoeae (farms, sheds) Risk Cat. 2 175 170 170 Shade Family Residences RiekCat. 3&A 186 180 180 Essential Facilities 1 Charts provide wind pressures based on the mean roof height. And shall not exceed 130t0". 2 Design pressures are for an enclosed buNnding (shultere or other Impact resistance protection required). 3 User shall determine the mean root height, (Eave height+ Roof Peak),2 4 End zone distance is the lessor of 10% of length, 10% ot width, or 40% ofthe mean roof height and not bas than 3' -0' 5 6 If Wit of a component Is In a particular zone then that component Is considered to be In zone with the melody of the area. It questionable then place in Zone 5 Each component, window, door, muOon has a tributary area that Is area to be used. Area of components to rounded down but shall not be less than 10 et. 7 For NOW that require a Kd =1.0 then multiply the values listed herein by 1.18. 8 Wind pressures are based on Allowable stress design. 8 Design pressures listed herein are valid for Exposures B and C and not exposure D. 10 11 12 Charts and values listed herein are only valid when signed Wind design pressures ere calculated In accordance ASCE 7 -10, Method 2 No reduction is taken for slopes less than 10 degrees. McDougle, PE #58214 Mean Roof Height Area of comment Area ofcomponent Area demeanor Ana of component Area ofcomposeot Ana of component Area of ecanponeat Areaofaomponent Ana ofoomponent Area of component Area ofcomponent 10.0 of 15.0 of 20.0 sf 25.0 sf 30.0 sf 35.0 of 40.0 of 45.0 sf 50.0 4 55.0 sf 60.0 sf _.,.- -r- Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 40.1 40.1 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 15 -43.4 -53.6 -42.2 -51.3 -43.4 -53.6 -41.4 - 49.8 - 41.0 - 49.0 - 40.6 -48.3 - 40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 • • -'- 39.3 39.3 40.6 40.6 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 -44.0 -54.4 -42.0 -50.5 - 41.6 - 49.7 -41.1 - 48.9 - 40.7 - 48.2 - 40.3 -47.4 -39.9 -46.6 - 39.5 45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 41.1 41.1 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 372 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -44.6 -55.1 -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 41.6 41.6 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 372 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -45.1 -55.7 -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 42.1 42.1 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 -45.7 -56.4 -44.4 -54.0 -45.7 - 56.4 -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 42.6 42.6 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 -46.2 -57.0 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 - 41.8 -48.9 -41.4 -48.1 41.0 -47.2 43.0 43.0 41.6 41.6 43.0 43.0 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 -46.6 -57.6 -45.3 -55.1 -46.6 -57.6 -44.4 -53.5 -44.0 - 52.6 -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 43.4 43.4 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 -58.1 -45.8 -55.6 -47.1 -58.1 -44.9 - 54.0 -44.4 - 53.2 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 -49.9 -42.2 -49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 43.8 43.8 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 -47.5 -58.7 -45.3 - 54.5 -44.9 - 53.7. -44.4 - 52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 -42.6 49.5 -42.2 -48.7 44.2 44.2 42.8 42.8 44.2 44.2 41.9 41.9 41.4 41.4 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 -48.0 -59.2 45.7 -55.0 -45.3 - 54.1 -44.8 -53.3 -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 44.6 44.6 42.2 42.2 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 -48.4 -59.7 -47.0 -57.2 -48.4 - 59.7 -46.1 -55.5 -45.7 -54.6 -45.2 - 53.8 -44.7 -52.9 -44.3 -52.1 -43.8 -51.2 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 45.0 45.0 42.6 42.6 42.1 42.1 41.6 41.6 412 41.2 40.7 40.7 .402 40.2 39.7 39.7 39.3 39.3 26 -48.8 - 60.2 -47.4 - 57.6 -48.8 - 602 -46.5 - 55.9 -46.0 -55.1 -45.6 -54.2 -45.1 -53.4 -44.7 - 52.5 -44.2 -51.6 -43.7 -50.8 43.3 -49.9 45.3 45.3 43.9 43.9 45.3 45.3 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -49.2 - 60.7 -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 -51.2 -43.6 -50.3 45.7 45.7 44.2 44.2 45.7 45.7 43.3 43.3 42,8 42,8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 -49.5 - 61.2 -48.2 -58.5 -49.5 -61.2 -47.2 - 56.8 -46.8 - 55.9 -46.3 -55.1 -45.8 -54.2 -45.4 - 53.3 -44.9 - 52.4 -44.4 -51.6 -44.0 -50.7 46.0 46.0 44.6 44.6 46.0 46.0 43.6 43.6 43.1 43.1 42.6 426 42.1 42.1 41.6 • 41.6 41.1 41.1 40.7 40.7 40.2 40.2 29 -49.9 -61.6 -48.5 -59.0 -49.9 -61.6 -47.6 -57.2 -47.1 - 56.3 46.6 - 55.5 -46.2 -54.6 -45.7 -53.7 45.2 -52.8 -44.8 -52.0 -44.3 - -51.1 46.3 46.3 44.9 44.9 46.3 46.3 43.9 43.9 43.4 43.4 42.9 42.9 42,4 42.4 41.9 41.9 41.4 41.4 40.9 40.9 ' 40.5 ' 40.5 30 - 50.3 -62.1 -48.9 -59.4 -50.3 -62.1 -47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 - 55.0 -46.0 -54.1 -45.6 -53.2 -45.1 - 52.3 -44.6 -51.4 4 JUN 16 2M2 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 361 NE 102 ST MIAMI SHORES FL 33138 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 YES 4 4, 4, 4 1 4/ 4, 12- 0208.03 +75.0 -75.0 -43.4 49 3/8 x 811/2 4 4 4, FL7067.2 +60.0 -60.0 -53.6 771/8 x 55 3/4 4, 4 FL5823.1 +67.5 -75.0 4 -43.4 36 3/4 x 561/8 4, 4, 4, 4, 1 4, 4/ 4 1 4/ 4 4, 4 4, 4, 241/4 x 37 3/4 4 4, 4, 4, 4 4/ 36 3/4 x 561/8 4 4 4, 1 4, 4/ 4, -53.6 4, 4, 4, 4, FL7067.2 +60.0 -60.0 y 4, 111 x 50 4, 4, 4/ 4, 4, 1 y 111 x 44 4, 4 4/ 12- 0208.03 +75.0 -85.0 4, -43.4 35 x 80 3/4 4, 4, 4/ FL7067.1 +60.0 -60.0 4, 723/4x373/4 4 4, FL5823.1 +675 -75.0 4, 4/ 35 3/4 x 471/4 4, 4, CUSTOMER'S NAME FHA - DIAGRAM SHEET t\ITIC4" 14 0 (V FHA LEAD NUMBER TYPE OF PROPERTY MEASURING TECH MOW Y IA/ FLOOR NUMMI ROOF HEIGHT MEASURE ATE TOTAL # OF FLOORS Florida Building Code Online Pakia iry Busines Profess! a ReguIa o bttp://www.floridabuilding.orepripr_app dtl.aspx?param= wGEVX., SCIS Home Log In 1 Use-Regbtratlpn ! Hat Topics ; SubmtSurcharge 1 ro Product Approval USER: Public User Product ADwoval Mew > Product Sr FL # Application Type Code Version Application Status Comments Archived Product Manufadvrer Address/Phone /Email Authorized Signature Technical Representative Address/Phone /Email Sea Quality Assurance-Representative Address /Phone /Email Category Subcategory .Compliance Method Custom Window Systems Inc. 1900 SW 44th'Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre @cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 btenace@cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jhompson@cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -g Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evacuation Report Florida license Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) PE -58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urlch, PE g Validation Checklist - Hardcopy Received pL5823 R5 COI EvalReo CWS -155B (SH -8100. Imoact).odf ,Standard AAMA /W DMA /CSA/101/I.S.2/A440 -05 ASTM E 1300 -04 ASTM E1886 -05 ASTM E1996 -06 PA/TAS 201/202/203 Year 2005 2004 2005 2006 1994 1/12innv7 0..28 ATu Florida Building Code Online ht tp : / /www.floridabuildiing.org/pripr app dtaspx?parani— wGEVX: Equivalence of Product Standards Certified By Sections from the Code Florida Licensed Professional Engineer or Architect FL5823 R5 Eouiv SH -8100 >„auivalencv.pdf Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/01/2011 12/13/2011 12/20/2011 01/31/2012 Model, Number or Name Description 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) L of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: NjA Other: Large Missile, see installation dwgs. for Max. size and DP. Installation Instructions FL5823 R5 II CWS -155B (SH-8100.Impact).pdf Verified By: Lucas A. Turner 58201 Created by Independent Thlyd4iarty: Yes Evaluation Reports FL5823 R5 AE DuPont PVB NOA 11-0624 01.pdf FL5823 R5 AE EvalRep CWS -1558 (SH -8100. Imoact).pd€ FL5823 R5 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes 5823.2 SH -8.100 Cont. Hd. & 5111 SH -8100 Cont. lid. & Sill (double Single Hung), Impact, 74 1/8" x fir. Limits of Use • Approved for use in HVHZ: Yes " Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile, DP +67.5/ -70.0 psf w/ Std. sill, DP +/- 70.0 psf w/ high rise, Max. size 74 1/8" x 63 ". Outer Iite in I.G. must be safety glazed when used above 30 ft. In HVHZ. Installation Instructions FL5823 R5 II CWS -440A (SH -8100. Impact. 74x63, ContHdSI).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports F1,5823 R5 AE DuPont PVB N A 11 -0624 01.pdf FL5823 R5 AE EvalRep CWS -440A (S11 -8100. Impact, 74x63. ContHdSf).pdf FL5823 R5 AE Mikron NOA 11 -0830 09.odf Created by Independent Third Party: Yes 5823.3 SH -8100 Cont. Hd. & Sill SH -8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 . 1/8" x 72 ". Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Xmpact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, DP = +/- 67.5 psf, Max. size 74 1/8" x 72 ". Outer Iite In I.G. must be safety glazed when used above 30 ft In HVHZ. Installation Instructions FL5823 R5 II CWS -491A (SH -8100, Impact; 74x72, ContHdSI).pff Verified By: Lucas A. Turner 58201. Created by Independent Third Party: Yes Evaluation Reports FL5823 R5 AE DuPont PVB NOA 11-0624 01.pdf FL5823 125 AE EvalRep CWS -491A (SH -8100, Impact, 74x72. ContHdSI).odf FL5823 R5 AE Mikron NOA 11-083Q 09.pdf Created by Independent Third Party: Yes 5823.4 SH-8100 Vinyl Single Hung Heavy Duty SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Xmpact Resistant Yes Design Pressure: +100/ -100 Other: Large Missile, 52" x 72 ", +/- 100 psi'. Installation Instructions FL5823 R5 I CWS -369B (SH -8100, Impact, 52x72, 100 DP).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports F1_5823 125 AE DuPont SGP NOA 11 -0624 02.pdf nt1 Atnn1,1 Alt s Florida Building Code Online _••• http: llwww.floridabuilding.org'pr /pr app dtLaspx?parana— wGEVX.. FL5823 R5 AE' EvaIReci CWS -3696 (SH -8100, Impact, 52x72, 100 DP).pdf FL5823 R5 AE Micron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 5823.5 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung OrIeI Window w. HD FMR, 5 HI sash. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistants Yes Design Pressure: :I-67.5/-67.5 Outer: Large Missile, 52° x 96° w/ 5 HI sash, +1- 67.5 psf. Installation Instructions FL5823 R5 lI CWS -295A (SH -8100. Impact, 52x96).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R5 AE DuPont PVB NOA 11 -0624 01_Ddf FL5823 R.5 AE DuPont SGP NOA 11 -0624 02.pdf FL5823 R5 AE EvaiRep CWS -295A (SH -8100. Impact, 52x96).r df F15823 R5 A. Mikron NOA 11 -0830 09.Ddf Created by Independent Third Party: Yes sack' Contact US [: Phone. 850- 487 -18241 h The State of Florida is an AA/EE) empbyer. Copyright 2007 -2010 State of Florida, • Privacy statement :: Arravvibt1y Stafement :: Refund Statement Under Fiarida law, e-mail addresses are pubic records. if you do not want your e-mail address released in response to a public- records request, do not send electronic mat to tads entity. Instead, contact the office by {stone or by traditional mat. S you have any questions regarding DBPR's ADA web accesstrrity, please contact our Web Master at webmestapMpr fly,. Product Apptorial Accepts: e6. ') /14/ ?f11' 0-12 AA Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941- 380 -1574 Evaluation Report 155E November 28, 2011 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8" x 76" unit size at +1 -67.5 PSF, 36" x 62" unit size at +67.5/ -75 PSF, 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite — Air — 5/16 Laminated (1I8Ann- .090PVB- 1/8Ann) inboard lite Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -155B, signed and sealed by Lucas A. Turner, P.E. on. 11 /28/11. 2) Test Report-NCTL- 210 - 3668 -1, -1A, -2, -2A, 3669 -1, -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 1994, ASTM E 1886, 1996 2002/2005, and AAMA A440 2005 3) Supplemental Calculations to support MS-155B, signed and sealed by Lucas A. Turner, P.E. on 1l/28/11 Installation: Units must be installed according to approval document CWS- 155B. Limitations of Use: This product: • May be used in O/X configuration in sizes up to 53 1 /8" x 76" unit size at +1 -67.5 PSF, and 36" x 62" unit size at +67.51 -75 PSF, with max. glass DLO heights as shown in CWS -155B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB- 1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami Dade N.O.A. 11- 0624.01 • Requires,Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11- 0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. .reswinori #ire oREW s yy • o 5024'11 Lucas A. Turner, P.E. 2011 -11 -29 00:55 -05:00 • iS .g STATE OF R�p�°�i .�e F' t . - 41c. 1011M-T:t iiirternel 11:*- 11/28111 Lucas A. Turner, P.E. FL PE #58201 SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) 53:U8" MAX, UNIT WIDTH 4819116" GLASS DLO• 1 77114" MAX. OVERALL FLANGE HEIGHT ',!319/18" GLASS DL 78" MAX. UNIT HT. 37 5/18" MAX. SASH HEIGHT GLASS DLO 4" 0.0 . WEEPS (T(P) 48 3/8° GLASS DLO 4911118 ", MAX. SASH WIDTH DESIGN PRESSURE-RATING ±67.5 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS1 ANCHOR SCHEDULE & NOTES 2 GLASS DETAIL 3 SECTION VIEWS 4-5 EXTRUSIONS & B4O.M 6 INSTALLATION DETAIL 7,8 831/4" OVERALL FLANGE HE GHT 37114" OVERALL FLANGE.WIOTH. 35 MAX UNIT WIDTH 31 13/18" — GLASS DLO 62' MAX UNIT HEIGHT GLASS DLO 30,8/16" MAX SASH HEIGHT X 2Z1 GLASS DLO 2@: 4 —GLASS DLO 31 5118° MAX SASH WIDTH DESIGN PRESSURE RATING +67.51 -75.0 Lem A. Turner, P.E. 2011-11-29 00:54-05:00 pVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN I8 DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "Or. 4. DESIGN PRESSURE RATING: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED (N,THE DESIGN OF THIS PRODUCT. SEE SHEETS 7-8 FOR INSTALLATION DETAIL. WINO LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP LOCKS.ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL 210. 3668 -1, -1A -2, -2A, NCTL - 216 •3688 -1, -1A, -2, -2A 9. SERIES / MODEL DESIGNATION 811 -5100. 10. ix OR 2x WOOD BUCK OR 811.10 FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCKAND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD, 11. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 =FIXED SASH 12. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. SWEEP LOCKS INSTALLED ON WINDOWS OVER 37" X 82" PROPRIETARY AND COAIMOENT1&L il%i8111 THE INFORMATION CONTAINED IN TI-118 DRAWING 18 THE SOLE PROPERTY OF CUSTOM WINDOW 6Y8TEM6, INC. ANYREPRODUOTION IN PART CR AS A WHOLE WRHCUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEME, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E., 68201 B UPDATED PER 2010 FBC 11/08/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 ..00 S,1GREty Trry No 58201 • ';17.'54 leci 811a 8TATL OF ✓ 111 • irF�y tiOR14 \� ++ WINDOM & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TillE• GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT SERIES: DRAWN BY; '7ATE,; 8100 ADE 08/10/2008 NOEL' PVC SINGLE HUNG yCALE' NTS REV. LETTER: • 1•IEbT: 1 OF 5 Me. No.: CWS -185 8" MAX (TYP) .15 ".O.C. MAX. (TYP) A INSTALLATION ANCHORS, SEE NOTE 2 . 4" MAX. (TYP)+ -j: 531/8° MAX UNIT WIDTH INSTALLATION AJ"ICHOR LAYOUT - (FLAN° ANCHORS, SEE NOTE 4 THRU FRAME (MASONRY) NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'O AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114 ". USE SHIMS WHERE SPACE GREATER THAN 1/18" 18 PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR Bt 1 ItR. WOOD SHIMS ARE NOT ALLOWED. ONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL,BE ACHIEVED IN MAX UNIT 3125:53 -1/8 875 '(W/ SWEEP LOOKS) DP +87.5 4" MAX. (TYP) 9" MAX. OC (TYP) $.B 4" 8' MAX OC (IYP) • I / 11 / I � I IIj} X 531/8° MAX UNIT WIDTH INSTALLATION AJ"ICHOR LAYOUT - (FLAN° ANCHORS, SEE NOTE 4 THRU FRAME (MASONRY) NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'O AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114 ". USE SHIMS WHERE SPACE GREATER THAN 1/18" 18 PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR Bt 1 ItR. WOOD SHIMS ARE NOT ALLOWED. ONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL,BE ACHIEVED IN MAX UNIT 3125:53 -1/8 875 '(W/ SWEEP LOOKS) DP +87.5 4" MAX. (TYP) 9" MAX. OC (TYP) $.B 4" 8' MAX OC (IYP) • 5" INSTALLATION ANCHORS, SEE NOTE 2 M1D8PAN 62° MAX. UNIT HEIGHT (", "aF ---► INSTALLATION ANCHORS, SEE NOTES ANCHOR LAYOUT -(FIN) • THRU FRAME (WOOD) MAX UNIT SIZE: 53.1/5 x 78 (W/ SWEEP LOCKS) DP-1.87.5 8" MAX. OC (TYP) • 4° MAX (TYP) 4" MAX. (YR) 8 "WI-/C • MP)! INSTALLATION ANCHORS, SEE NOTES ANCHOR LAYOUT - (FIN1 THRU FRAME (WOOD) MAX UNIT SIZE: 38 x82) DP +87,5/ -75.0 5.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVEA MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7B° SHALL BE ACHIEVED IN ANY DIRECTION. 8.08 WOOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY W000 BUCK FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4' SHALL BE ACHIEVED IN ANY DIRECTION. 7. ALL INSTALLATION ANCFIORS'MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACmES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY. OF /3.0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 P81. C, MASONRY - STRENGTH CONFORMANCE TO ASTM 0-90, GRADE N, TYPE 1 (09 GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS PMA(AAMA 100 (FIN WINDOWS), PMA/AAMA 200 (FLANGE WINDOWS), • FMAIWDMA 250 (BOX WINDOWS), FMA/AAMAWOMA 300 (EXTERIOR DOORS). PROPRETARYAND CON'IOENTAL 11/28/11 THE INFORMATION CONTAINED WWI; DRANO{ O 18 THE SOLE PROPERTY OP CUSTOM P /NDOW •YSTEMS.1NC. ANY REPRODUCTION IN PART ORASA WHOLE WBTHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. B UPDATED PER 2010 FRC 11/08/2011 TEF LUOAS A. TURNER, FL. P.E., 58201 A ati,N1u'nr +rrl;, $} No 58201 1.1) •• STATE OP 'j 4'44- 'ONA`e`s . UPDATED PER NEW FMC REQUIREMENTS 07/07/2008 W(NX3OWS & 00055 1800 SW 44TH AVE. OCALA, FLORIDA 34474 iiTLE. ANCHOR SCHEDULE & NOTES - ERIE8' ()RAIN EY. LARGE MISSILE IMPACT �X?0: 08110/2008 E SINS. No: CWS -155 B SHEE1 2 OF 8 8100 AD PVC SINGLE HUNG SCALE: NTS REV. LETTER: I / 11 / X � t / 1 C 5" INSTALLATION ANCHORS, SEE NOTE 2 M1D8PAN 62° MAX. UNIT HEIGHT (", "aF ---► INSTALLATION ANCHORS, SEE NOTES ANCHOR LAYOUT -(FIN) • THRU FRAME (WOOD) MAX UNIT SIZE: 53.1/5 x 78 (W/ SWEEP LOCKS) DP-1.87.5 8" MAX. OC (TYP) • 4° MAX (TYP) 4" MAX. (YR) 8 "WI-/C • MP)! INSTALLATION ANCHORS, SEE NOTES ANCHOR LAYOUT - (FIN1 THRU FRAME (WOOD) MAX UNIT SIZE: 38 x82) DP +87,5/ -75.0 5.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVEA MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7B° SHALL BE ACHIEVED IN ANY DIRECTION. 8.08 WOOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY W000 BUCK FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4' SHALL BE ACHIEVED IN ANY DIRECTION. 7. ALL INSTALLATION ANCFIORS'MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACmES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY. OF /3.0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 P81. C, MASONRY - STRENGTH CONFORMANCE TO ASTM 0-90, GRADE N, TYPE 1 (09 GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS PMA(AAMA 100 (FIN WINDOWS), PMA/AAMA 200 (FLANGE WINDOWS), • FMAIWDMA 250 (BOX WINDOWS), FMA/AAMAWOMA 300 (EXTERIOR DOORS). PROPRETARYAND CON'IOENTAL 11/28/11 THE INFORMATION CONTAINED WWI; DRANO{ O 18 THE SOLE PROPERTY OP CUSTOM P /NDOW •YSTEMS.1NC. ANY REPRODUCTION IN PART ORASA WHOLE WBTHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. B UPDATED PER 2010 FRC 11/08/2011 TEF LUOAS A. TURNER, FL. P.E., 58201 A ati,N1u'nr +rrl;, $} No 58201 1.1) •• STATE OP 'j 4'44- 'ONA`e`s . UPDATED PER NEW FMC REQUIREMENTS 07/07/2008 W(NX3OWS & 00055 1800 SW 44TH AVE. OCALA, FLORIDA 34474 iiTLE. ANCHOR SCHEDULE & NOTES - ERIE8' ()RAIN EY. LARGE MISSILE IMPACT �X?0: 08110/2008 E SINS. No: CWS -155 B SHEE1 2 OF 8 8100 AD PVC SINGLE HUNG SCALE: NTS REV. LETTER: EXTERIOR. 7/8" OVERALL INSULATED GLASS 118" ANNEALED 7/18° AIRSPACE 5/18" LAMINATED GLASS 118" ANNEALED .09d" PVB INTERLAYER BY DUPONT 118" ANNEALED DURASEAL BY TRUSEAL. :PURFECT GLAZE "H" OR SIMPLEX 582 1/2" GLASS BITE 718" OVERALL INSULATED GLASS 1/B" ANNEALED 7/18° AIRSPACE 5118" LAMINATED GLASS 1/8' ANNEALED .090" PVB INTERLAYER BY DUPONT IS" ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIMPLE( 552 1/2" GLASS BITE FIXED LITE SASH LITE 718" OVERALL INSULATED GLASS 1/8° TEMPERED 7/18° AIRSPACE 5/18" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8° ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE"H° OR SIKAFLEX 562 PROPRLETARYAND COM1FLDENTIAL 11/2 THE INFORMATION CONTAINED IN PIS DRAWING IS THE SOLE PROPERTY OF Cuemmt WINDOW SYSTEMS, INC. ANY REPRODUCTION :N PMT OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITED. 7/8" OVERALL INSULATED GLASS 1/8" TEMPERED 7/18° AIRSPACE 5/18° LAMINATED GLASS /8" ANNEALED .090" PVB INTERLAYER BY DUPONT 118" ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 582 GLASS TYPE B FULL SIZE LUCAS A. TURNER, FL P.E, 68201 SASH LITE B UPDATED PER 2010 FBC 11/08/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 WINDOWS 8 DOORS 900 SW 44TH AVE. _ OCALA, FLORIDA 34474 * reci Lt LASS DETAIL - LARGE MISSILE IMPACT 5ERI.5: 8100 %494/aN � �� '4 El' PVC SINGLE HUNG 1411Tl llt10!1' )HAWN I/Y; ADE' GALE: 1:1 AYN' 08/10/2008 owl NO.: CWS -155 V. LETTER: 2HETT: 3 OF 8 SECTION VIEW -A•A SECTION VIEW B -B SECTION VIEW C-C ALTERNATE FIN DETAIL NOTE: ITEMS 22,27;28,33 -37, 43-45 ARE NOT SHOWN, ITEM 31 IS NOT USED IN THIS WINDOW. PROPRIETARY AND COIFIDENTIAL 11/21/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPER11 OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WTTHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITED. LUCAS A. TURNER, FL P.E., 5820 B UPDATED PER 2010 FBC 11/08(2011. TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 WINDOWS S 900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: SECTION VIEWS 53 /8" x 70 "- LARGE MISSILE 'IMPACT SERIES 8100 3RAWM BY: ADE �A7E• 00/10/2008 Cnre' OVA.; NO: PVC SINGLE HUNG NTS CWS -155 REV. LETTER. 8 Naliz r: 4 OF 8 0 i tD mI .� INTERIOR (Do 0 I, 0 0 SECTION VIEW A -A INTERIOR EXTERIOR SECTION VIEW 13-8 110 NOT Lon &DE SHOWS MD TEC AWAY, RIGHT BIDE SHOWS SASH CUTAWAY R:.__,li,:._ ALTERNATE FIN DETAIL SECTION VIEW C-C NOTE: ITEMS 22,27,28,33- 37,43 -45 ARE NOT SHOWN. ITEM 31 IS NOT USED IN THIS WINDOW. PROPWETARYAND COI+TIDENTML THE INFORMATION CONTAINED I TIES DRAWING IS THE SOLE PROPEIrY OECUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION fN PART OR AS A WHOLE WRHOUi'IHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 1S PROHIBITED. LUCAS ‘N. TURNER, FL P.E. 58201 UPDATED PER 2010'FBC UPDATED PER NEW FBC REQUIREMENTS eratoot WINDOWS & 000RS 900 SW 44TH AVE. OCALA, FLORIDA 34474 11/08/2011 TEF 07/07/2008 • SECTION VIEWS 38° x 6 - LARGE MISSILE IMPACT m : 8100 ADE 06/10/2006 CWS -155 5 0F8 • ITEM # PART # DESCRIPTION MATERIAL VENDOR 1 1-8031 Frame Head, Fig, Single Hung RIGID PVC MICRON. 2 1-8031 Frame SE, Fig, Single Hung RIGID PVC MAIORON 3 H-8031 Frame Jerrie. Flg, Single Hung RIGID P/C MACRON 4 141838 Alum Rod Meet. Rel ALUMINUM KEYMARK 8 S-8083 Fixed Rail Cover RIGID PVC M9(RON 8 1+6027 Sash Top Rao RIGID PVC MACRON 7 141497 Reinforcement for 5TR ALUMINUM KEYMARK 8 1+8028 Sash Bottom Rail RIGID PVC MACRON 9 H -1699 Reinforcement for SSR ALUMINUM • KEYMARK 10 NI-6004' Sash Side Rol RIGID PVC MACRON 11 5-1498 Reinforcement for SSR ALUMINUM KEYMARK 12 5-8084 Glazing Bead RIGID PVC MICRON 13 P-3118 Keeper, Sweep Lock STEEL SULLIVAN 14 P-3541 #8 x 1/7', Pan Head, Tek ZINC FASTENAL 16 P4832 Sweep Look ZINC SULLIVAN 18 P4833. Barrel Fastener STEEL FASTENAL 17 Block & Tackle Balance STEM CALDWL-L 18 Purfect Glaze "I1" or SAorflpx 662 SILICONE HENKBJSA(A 19 Sash See Glazing Chart (pg3) GLASS CARDINAL 20 Fixed See Glazing Chart (pg3) GLASS CARDA•LAL 21 P -3429 Wstp1 0.270 x 0.167 back FlnSeal NYLON' ULTRA FAB P-4038 88 x 2 -1)2 EH Mad. Truss, Type A, T13( 2 STEEL FASTENAL 23 #10 x 1 1/2" Panhead SMS STEEL FASTENAL 24 Flat Washer STEM FASTENAL 25 5-6014 Screen Catch RIGID PVC !AKRON 20 9-6013 Screen Support RIGID FVC MACRON 27 P-4051 28 P -3748 #8 x 1 114° R1 Fh TEK, Wht. #B x 0.825" Quad Ph lEK, V4,t. ZINC FASTENAL ZINC FASTENAL 29 P-3783 Inpact, Lock STE0- NTOILOCK 30 P-4089 impact, Keeper bII4i. INTERLOCK 31 P -4284 $8 x 3/4 PI-1 R-1 w146 Bead, TE3t Wht STEEL FASTENAL 32 P-3218 Screen Frame ALUMINUM ALLMETAL 33 P -3321 Screen Corner Key PLASTIC M&M 34 P -3228 Screen Spine RUBBER DAPA 36 P -3681 Screen Cloth VINYL 38 P -3033 Screen Spring STEEL HURLEY 37 P.3029 Screen Pull Tab STEEL HURLEY P-3362 Set Elk 1/8° x 6138" x 2" RUBBER PRANK LOWE 39 P-3768 88 x 5(6 Rtll Pan Zinc ZINC FASTENAL 40 P4479 Weepcovar RASTC M&M 41 83113 Screw Support RUBBER TEAM 42 P-8025 Sash Slop RIGID PVC MINRON 43 44 46 48 P-3069 83295 P-3342 P-3752 Sash Cam Take Out Clip PLASTIC STEEL MAM SUIVIMIT Seam Sealer SILICONE SCHNEE Hole Rug PLASTIC M&M 47 H-8048 Frame head, FIN, Single Hung RIGID PVC MICRON 48 P-4959 Wstp., 0.420 x 0.187 back NYLON ULTRAFAB NOTE: ALL ALUMINUM EXTRUSIONS ARE 8083 -T8 PVC FRAME FLANGE -8031 1 PVC SASH SIDE RAIL -8004 1118" PVC SCREEN CATCH -8013 ALUM. REINF. S.B.R./S.S.R. • 1498 i--• I .9/18" PVC FIXED RAIL,COVER -8083 • PVC FRAME FIN -6048 • -1 15/18' 1/18° PVC SASH BIM. RAIL -8028 1/18' ALUM. REINF. TOP RAIL -1497 ALUM. REINF. BTM RAIL -1898 PROPRIETARY AND CO.PIDEBTWL 11/29/11 THE INFORMATION CONTAINED INTRIS DRAMS I8 THE 801.E PROPERTY CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE warfou1THB WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 19 PROHIBITED, PVC BASH TOP RAIL-6027 1116" PVC SCREEN SUPPORT • 8014 • 2.178' —1 1(2' UM. FIXED RAIL • 1836 PVC GLAZING BEAD -8084 LUCAS A, TURNER, FL P,E,,.88201 FIXED MEETING RA L SCREWED TOGETHER WITH oUTERFRAME . SASH STOP -8026 SCREW SUPPORT 3113 9 UPDATED PER 2010 FBC 11108/2011 TEF A UPDATED PER NEW FSC REQUIREMENTS 07107/2008 J'• WJNDOSG DOORS 1900 SW 44111 AVE. OCAIA, FLORIDA 34474 11711• EXTRUSIONS / B.O.M. - LARGE MISSILE IMPACT 561885: Bi00 MODEL. PVC SINGLE HUNG RAUVH 8Y: ADE 11AIE 08/10/2008 SCALE: 1:2 WG No.:CWS -155 LETTE ' 8 OF 8 2 1/2" MIN. EDGE DIST. 10] CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS INTERIOR FINISH BY OTHERS • • 0 s 0 •S, •14 I. SEALANT BEHIND 'FLANGE BY INSTALLER INTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS - INSTALLATION ANCHOR, 3/18" CIA. MASONRY SCREW WITH WASHER THRU SCREW SUPPORT IOI 1(4" MIN. EMBEDMENT [01 1 BY WOOD. BUCK BY OTHERS. [Al 114" MAX. SHIM . [BI INSTALLATIONANCHOR, 3/18" DIA, MASONRY SCREW WITH,WASHER THRU SCREW SUPPORT [0] EXTERIOR SEALANT UNDER SCREW HEAD BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS .1 1/4" MIN. EMBEDMENT (0] •� -114" MAX. SHIM 13] INTERIOR' FINISH 1 3/8° MIN. EMBEDMENT BY OTHERS [Dl , 114" MAX. SHIM [8) 444•• 4" 4 21/2° MIN. EDGE DIST! 4 4 CC1 I •444 . 4 4444 1 BY WOOD BUCK BY OTHERS IA] INSTALLATION ANCHOR, 3/18" DIA. MASONRY SCREW WJNEOPRENE BACKED WASHER THRU SCREW SUPPORT [0) BOTTOM SWEEP LOCK ACTIVATED ONLY DURING HURRICANES. 1 /4" MAX SHIM IS] CONCRETFJMASONRY BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE BILL LEVEL BY OTHERS 1 114° MIN. EMBEDMENT 101 21/2" MIN. EDGE DIST. IC] 7/8" MIN. EDGE DIET. PI INSTALLATION ANCHOR, D • 810 WOOD ANCHOR WITH ►„ WASHERTHRUSCREW • SUPPORT ID] '.2.BY WOOD BUCK BY OTHERS EXTERIOR EXTERIOR FINISH -BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS EXTERIOR r r`. MIN e ° a D a D-- ° D D . Q • • D e � �b D . � y a ° e 14' MIN, EMBEDMENT D 4 °Dr DD,sD *sD'. D�6 •D.� (01 EXTERIOR FINISH BY OTHERS m• [Al SEALANT BETWEEN • WOK AND OPENING . BY OTHERS (C� HORIZONTAL SECTION �j FRAME (WOOD) INSTALLATION ANCHOR, 3118' DIA. • MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT I0] BOTTOM SWEEP LOCK ACITVATED ONLY • • DURING HURRICANES. (SEE NOTE 8, 8HT1) SEALANT UNDER SCREW HEAD BY INSTALLER. 1/4" MAX SHIM IBL OONCRETPJMASONRY BY OTHERS REFERENCE NOTES: 1A1 SEE NOTE 10, 8HT I8] SEE NOTE 2 &3,13HT 2 C SEE NOTE 4, 81-172 SEE NOTE 8, SHT2 f \ALTERNATE PRECAST SILL DETAIL 1/411 FRAME (MASONRY) PROPRIETARYANO COPPII ENTLA6 THE INFORMATION CONTAINED IN THIS DRAW INO IS THE BOLE PROPERTY OF C OM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART GRAB A WHOLE WITHOUT THE WHITTENPERMISECN OF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITED.' LUCAS A TURNER, FL. P.E., 58201 2 1/2" MIN. EDGE DIST. ICI • B UPDATED PER 2010 FBC 11!08/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07(07/2008 dun grip. *tDRB.Iy y(p/ 4•','Eq. ;'•Q�'� No 58201 t1, R 11r • *' P T.. STATE, OF 1 .• • r .C•re tiEr�u� � ss,��A NTNDOWE 4 DOORS 900 SW 44Th AVE. OCALA,.FLORIDA 34474 TITLEINSTALI.ATION DETAIL FLG - LARGE MISSILE IMPACT 88RI38: 8100 - • PVC SINGLE HUNG 08/10/2008 WC NO'• CWS -155 SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS MIN. EMBEDMENT SEALANT BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN BY INSTALLER PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR, 58 WOOD SCREW w!WASHER [E] 2 BY WOOD BUCK BY OTHERS 1Al 114" MIN. EDGE DIST. [E] 1I4" MAX SHIM IBI BOTTOM SWEEP LOCK ACITVATED ONLY DURING HURRICANES (SEE NOTES, SHT 1) 114° MIN. EDGE DIST. [E) VERTICAL SECTION FIN (WOOD) 1 117 MIN. EMBEDMENT (TYP) 2 BY WOOD BUCK BY OTHERS [A] INSTALLATION ANCHOR, 08 WOOD SCREW WITH WASHER [E] 2 BY WOOD BUCK BY OTHERS IAI INSTALLATION ANCHOR; #B WOOD SCREW WITH WASHER [E] 1 1 112° MIN. EMBEDMENT Lht; [El SHEATHING BY OTHERS REFERENCE NOTES; [A] SEE NOTE 16. 8HT 1 •[B] SEE NOTE 283, SHT 2 [Cl SEE NOTE 4, SHT 2 [D] SEE NOTE 8; SHT 2 [E] SEE NOTE .8, SHT2 114° MIN. EDGE DIST, [El 114" MAX SHIM [B] EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER PROPRIETARY AND COM1FIOERTaL 1 THE INFORMATION CONTAINED IN TEAS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS tNO. ANY REPRODUCTION IN PART ORASA WHOLE WITHOUTTI-E WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, WC. IS PROHIBITED. WINDOW WRAP •. BY INSTALLER PERIMETER SEALANT BY INSTALLER HORIZONTAL SECTION FIN (WOOD) LUCAS A. TURNER, FL P.E., 8820 B UPDATED PER 2010 FBC 11/08/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 OS "Al ra�""let "... /c,S fS DOORS gF. � irT"rr OOP' iMNDOWS . I6 C:4-/ No 58201 r 1900 SW 44TH AVE. 8 *1 't * la OCALA, FLORIDA 34474 1 SERIES: STATE OF w STALLATION:DETAIL FIN —LARGE MISSILE IMPACT 8100 BRAWN fir: ADE MOD PVC SINGLE HUNG 'CALF: NTS REV. LETTER:B )A1E: 08l10t2008 �Wd. 140 CWS -156 SHEET` 8 OF 8 Florida Building Code Online bttp: / /www.floridabliilding.org/pr /pr app dtl.aspx?paran wGEVX, Aorta Busine Profess}. Regulation Product Approval USER: PubAc'User ftillasamaysdlienm > Praduri or Ai o atbn Search > AeR&atbr List > Appemtbn Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone /Email • Quality Assurance Representative Address/Phone /Email • Category Subcategory Compliance Method FL7067 -R4 Revision 2010 Approved n Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 rnlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenace@ cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala,. FL 34474 (352) 368 -6922 Ext221 jthompson @cws.cc Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration bate Validated By . Certificate of Independence Referenced Standard and Year (of Standard) Evaluation Report from a Florida Registered Architect or a Licensed Florid Professional Engineer . Evaluation Report - Hardcopy Received Lucas A. Turner PE -58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE =' Validation Checklist - Hardcopy Received FL7067 R4 COI EvalReo CWS-157B (HS -8200 IMPACTt.[xif AAMA/WDMA/CSA/101/I.S.2 /A440-05 • ASTM E 1300 -04 ASTM E1886 -02 ASTM E1996 -02 PA/TAS 201/202/203 Yea! 2005 2004 2002 2002 1994 7/)A MI17') O•[il AA Florida Building Code 01)1ine Equivalence of Product Standards Certified By " Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products http: / /www. oridabuilding.orgfpr /pr app dtl.aspx?paralu- wGEVX.: Method 1 Option D 12112/2011 12116/2011 12/22/2011 01/31/2012 Model, Number or Name Description HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider (Impact) 74)64, XO. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 74x54, DP -. +/- 60 psf, (Impact). Installation Instructions FL7067 R4 II CWS -1578 (115 -8200 IM ACfl.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.odf FL7067 R4 AE EvalRep CWS -157B (HS-8200 IMPACT).odf F17067 R4 AE Mikron NOA 11 -0830 09.odf Created by Independent Third Party: Yes 7067.2 -HS -8200 Vinyl Horizontal Slider 115 -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111" x 63 ", XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant" Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Installation Instructions FL7067 R4 II CWS -232B (HS -8200, XOX. IMPACT) odf Verified By: Lucas A. Turner 58201 *Created by Independent Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.pdf FL7067 R4 AE DuPont SGP NOA 11 -0624 02.odf F17067 R4 AE EvalReo C'AS -232B (115 -8200, XOX, IMPACTi.ndf FL7067 R4 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl FIg Horizontal Slider, 73" x 62 ", XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resllslant: Yes Design Pressure: +60/ -75 Other. Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Impact. Installation instructions F17067 R4 II CWS-399A (HS -8200, 73x62, 750P, IMPACT).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports - FL7067 R4 AE DuPont SGP NOA 11 -0624 02.Ddf FL7067 R4 AE EvalRep CWS -399A (HS- 8200, 73x62, 75DP, IMPACT).gdf FL7067 R4 AE Mikron NOA 11 -0830 09,odf Created by Independent Third Party: Yes 7067.4 HS-8200 Vinyl Horizontal Slider Impact 1-15 -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: +601-60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. Installation Instructions FL7067 R4 II CWS -186B (HS -8200, 72x63. IMPACT).Ddf Verified By: Lucas A. Tumer 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.pdf FL7067 R4 AE EvalReo CWS-1866 (HS -8200, 72x63, IMPACT).Ddf ,111 "A1.% n.c.A Al Florida Building Code Online http : / /www.floridabuiiding.org'pr /pr app dtI.aspx?paranr= wGEVX., FL7067 R4 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes Contact Us : :. Phone: 856 -487 -1824 1940 North Monroe Street. Tallahassee FI. 32399 The State of Florida Is an AA/S 0 employer. Copyedit 2007-260 State of Fbrida.: • Privacy Stat-erriem •- Aco sgr1tv_Statemsmt •• Pefund St tement Under Florida law, e•mall addresses are public records. If you do not wait your e-mB addrrss released in response to a public - records request, do not send electronic maCto this entity. Instead, contact the office by phone or by traditional maL If you have any questions regarding DBPR's ADA web accesslbl8.y, please contact our Web Master at webmasterlydbunstate.itus. Product Approval Accepts: vritvr:° Ct` ')!1 A!')(1') O.CA AA Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941- 380 -1574 Evaluation Report 15713 December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 74" x 54" unit size XO or OX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above- listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. 'The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -157B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL -210- 3671 -1, -1A, -2 and -2A, and NCTL -210- 3433 -2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. • a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -157B, signed and` sealed by Lucas A. Turner, P.E. on 12/7/11 . Installation: Units must be installed according to approval document CWS -157B. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 74" x 54" unit size, with max. glass daylight sizes as shown in CWS -157B • 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 glazing as shown in CWS -157B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11- 0624.01 • Requires outer lite in LG. to be safety glass when used in HVHZ above 30 ft of grade • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11- 0830.09 . Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do 1 intend to acquire, nor will 1 acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas A. Turner, P.E. 2011-12-07 12:57-05:00 1LLIIIiirrie UREA/ ` s • e No 58201 • F t . r . STATE OF 1.4c, **4'‘,6*.....• ref 12/7/11 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT/ 5611d„ MAX. OVERALL FLANGE HEIGHT MAX UNIT HEIGHT 49 13118" GLASS DLO 751/4" MAX. OVERALL FLANGE WIDTH 24! MAX. UNIT WIDTH AL= MAX SASH WIDTH 0 y33 3116" GLASS DLO "0 �Q 333/16" GLASS DLO ZE. DESIGN PRESSURE RATING 180 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE AND NOTES 2 DESIGN PRESSURES & GLAZING 3 SECTIONS & ALT. FRAME...._ 4 EXTRUSIONS & BILL OF MATERIALS 5 INSTALLATION DETAILS 8.7 Wore A Taner, P.E. 471/4' GLASS DLO 50 9116" MAX SASH HEIGHT 2011 -12 -97 11:43.06:00 PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN 1S DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDABUULOINO CODE, CURRENT EDITION. Z. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "0/X' OR "X/O" 4. DESIGN PRESSURE RATINGS. - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E -1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM 9 -1300. 5. ANCHORAGE: THE 33113 %STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD'ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. , • 8. REFERENCE TEST REPORTS: HORIZONTAL SLIDER "O/X', "X/O ": NCTL 210. 3871 -1,1A, 2, 2A, NCTL210- 3433 -2, -2A (WATER) 9.. SERIES / MODEL DESIGNATION HS-8200. 70 ix OR 2x WOOD BUCK OR STUD FRAMINO'TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X= OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM 0/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, 13. WEEP SLOTS =1/4" X 1" LOCATED 4" FROM BOTH ENDS LUCAS A. TURNER, FL P.E. 98291 S UPDATED PER 2010 FBC A UPDATED PER NEW FBC REQUIREMENTS lT 1/09/2011 7/07/2008 PROPR ETARYANb CONFIDENTIAL 12/7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AE A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, I/O I. 13 PROFU9f1'ED. �w.�GQ�x.�yGElV8 WINDOWS &DOORS •jet No 58201 :,73 1900 SW 44TH AVE, * * _ * OCALA, FLORIDA 34474 -0 : .GCS f ITLEGENERAL NOTES & ELEVATIONS VIA STATE OF l SERIES: )RAWNnr: eadtem - LARGE MISSILE IMPACT ADE 1ATe' 3/18/2010 -' PVC HORIZ. SLIDER ic:AtEr NTS Y,/0 I/O.: CWS -157 1 OF7 8" MAX (TYP) 8" MAX 0.Y.) 13 MAX O.C, (T(P) F:-3" ---8E5 NOTE 2 14" MAX O.C. (TYP) B 0 X 1 I A FR THRU AME ■ "SO Y NR •P 61 Yi B 4° MAX. (TYP) SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. MAX 0.0, SEE NOTE 6 (TM 4+ MAX (TYP) 8" • MAX 0.0. cry C - ANCHOR LAYOUT ) THRU 0D PENm) • SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOOKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP.. • NOTES: 1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME AS HEAD, 2, SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/18' tS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. Me' DIA ELCO ULTRACON ONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU '1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/7 SHALL ..en ltd Zfl LI Bl ION. 5, #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8' SHALL BE ACHIEVED IN,EITHER DIRECTION. 8. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 8Y WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION, 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL 014 COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACI77ES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC.GRAVITY OF 0=0,55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAJAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA)WDMA 250(BOX WINDOWS), I=MAIAAMAANDMA 300(EXTERIOR DOORS). PROPRIETARY AND CONFIDENTAL• 1217111 THE INFORMATION CONTAINED IN THIS DRAWING FS THE SOLE PROPERTY OF CUSTOM W NOOW SYSTEMS, NO ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROMOTED. LUCAS A. TURNER, FL P.E. 88201 B UPDATED P.ER 2010 FBC 1109!2011 AUPDATED PER NEW FBC REQUIREMENTS 7/0712046 ��prunrpr�� . 5117;g:468:2411:11'. • S 4o 55201 * * 'ks p� STATE 00:1 W' WINDOWS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ANCHOR SCHEDULE & NOTES, LARGE MISSILE IMPACT seF"'8200 4°C)51": PVC HORIZ, SLIDER ,FAWN 2v, ADE ATE: 3!18!2010 :GALE: NTS REV. LETTER: CWS -157 5H5-ET: 2 OF 7 7B" OVERALL 1/8 ANNEALED Or TEMPERED 7118" AIR SPACE 9116" LAMINATED 9/8° ANNEALED GLASS .080 DUPONT PVB INTERLAYER 118° ANNEALED GLASS PURFECT GLAZE If SIMPLEX 552 PR&RIEfARYANDCOPFIDENTW. �P7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN FART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SY STEMS. INC. IR PR01- BSITED. 8 UPDATED PER 2010 FBC `41100!2011 LUCAS A. TURNER, FL•P.E.58201 A UPDATED PER NEW FBC REQUIREMENTS 7107,2008 * v .. No 53201 �` 11T : a�f w i *= P s STATE OR i g V. 4F 4 O R L +SfNA-Ao- WINDOWS B DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 4ttte GLAZING - LARGE MISSILE IMPACT SERIE1:6240 PRAWN SY. ADE DATE 3/1612010 '1WEL :PVC HORIZ. SLIDER SCALE.. . 1,:1 'WO 80:. CWS -167 REV Lf'ii"ER: B 1N E.T: 3 OF 7 TYPICAL VERTICAL.SECTION NOTE: SHOWS PIXEDOLA96 CUTAWAY. SECTION VIEW A -A SECTION VIEW C-C ALT. FIN FRAME DETAIL C (HEAD IMPACT HOOKS) fdOT6: I1" MS 23-28, 32,33, 41,42,45 ARE USED BUT NOT SHOWN FOR CLARITY. PROPRIETARY AND CONFIDENTIAL 12/7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SINE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS WHOLE WRHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS.TNC. IS PROHIBITED. IMPACT HOOK SPACING: 1) HEAD HOOKS: • A) 6" FROM UNIT EDGE TO EDbE OF HOOK • S)• A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 01 3/4'. C) INNER HOOK 3 718" FROM EDGE OF MTG RAIL 2) 8A8H CATCH: A) 2 -1/2" FROM SASH CORNER TO EDGE OF CATCH. 8) ATHIRD CATCH 18 CENTERED IN BASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61314 °. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114'. LUCAS A. TURNER, FL P.E. 0020 B' UPDATED PER 2010 FBC 11/09/2011 A UPDATED PER NEW FBC REQUIREMENTS 07!0712008 " .00111ihITi1 ata 6Pr �.N 43 ". Y �'i $ i No 58201 n13 1 1 * '• *., S'A\ STATE OF / u 'NT /ONA - 0.1.% WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 3447.4 IT[E SECTION VIEWS & ALT, FIN FRAME -LARGE MISSILE IMPACT sEtIIES:8200 • DEL PVC HORIZ. SLIDER ;AFIAWN0Yc ADE LcALt: NTS `REV. LETY€t.: ATE. 3/18/2010 NO.' CWS -157 sHEtT 4 0F7 Item Part if Description Vender Materials 0000 0 SASH CORNER • FRAME CORNER 1 H-5031 Maks Fr., SH, wing WC, Head Moon RIO PVC 31re" 31/8" . 23118" I"— 9719" CONSTRUCTION CONSTRUCTIONr 2 H-5031 -, Mal n Fr., SH, w!Pg., PVC, S® MWon Rigid WC J z 11/18° I ttt (- 3 H 6031 Mlaln Fr., SH w /Fig., WC, L. W, Mlsvn Rigki WC I ]� 1558" 111011 � 4 11.8031 Main Fr., SH, wiFlg„ WC, R. Jb. Mcron Rigid WG � mil T _ `ij' l wiWee 5 H -1838 Meet. Rai Fxd. 4 Keyniark mark Aluminum -I -,. ��_ 1718" 6' H-1497 Retrnf. Sash tu5eet. Rao r1ark Alurttnum I s 9118" CORNER WIELD {ALLSIDE8j 7 H -1889 Rein( . Sash Pull Rat Keymark . Aluminum i f ` \ CORNER WELD . (ALL SIDES) 1156" III -_ PVC SASH MTG. RAIL -8027 8 . H-8004 Sash TOp/Bot. Rall Mkrort RIgId PO 1} ilk 9 118027 Sash Meet Rat, WC Micron Rigid PVC FLANGE -6031 10 H -8028 Sash 51de Rail Micron Rigid PVC PVC FRAME • 1 3/16" '. 115116" FIXED MEETIN0 RAIL SCREWED TOCiE7HER WITH OUTERFRAME 11 8.1488 Rein(. S.B.R. /S.T.R, Hdriz. Keymark Aluminum PVC FRAME FIN -8028 1718° I 1118" 12 5-1558 Sash Catch Keymark Aluminum o' 1119 "� 13 8-1577 Frame Catch, Head Keyrtark Aluminum 1 !u8° 14 15 S-1776 5-8013 Roper, track Scm. Adapt., w/N!b, Horiz. Keymark Mcron Aluminum Rigid WC 3116 " 1 ° 7 16 8-8014 Som. Adapl,Vert. Micron Rigid WC 17 5.8063 Meet Rd Cover Mkon Rigid P/C - ALUM. S.B.RJB.B.R -1498 Ste" • PVC SASH TOP/$TM•RAIL3004 PVC 81811 SIDE RAIL- 8028" 1S S-6064 Gaze Bead Mkron Rigid WC 0 20 21 8-1112 P -3010 Glazing Bead Bulb Vinyl w / Rigid Bass, ,350 Filgh Keymark Amesbury Aluminum 1 1/2' 1718° 1118" 1/4" 9/18" 1 18a" 23 24 P-3029 83033' Screen R8 Tab Screen Spr(ng, SS Hurley Fla Screen Steel Stainless Steel ti 21/5 �1 0 8!1se 5 �o I 1 r, 715" f 2S P-3113 Screw Support, WC Team Plastic Rubber ALUM. SASH tMPACT HOOK 1556 . 8014 PVC G AZEBEAp -9094 • 1/19' 26 P -0938 08 x 21/2" Ph TRUSSSMS rat Faetanal Steel Lilk°1 WC SCREEN SUPPORT- 27 P-3118 Keeper, Sweep Lock Sullivan Zinc 28 .P- -3188 Roller, Tandem M}&M Nylon - t? ALUM FIXED RAIL -9836 29 P-3218 Screen Frame Almetai Aluminum O 30 P-3228 Screen Spline, .155 pia., 0!k Daps 32 83321 Screen Fray Comer Key Magnolia Nylon 1 1/6" 9718" 1 1 /a' iftl 33 P-3342 Seam SSaler,.SM -5504 Schnee SIl00ne PLAN VIEW 1" 172" 1116' I 34 [x3352 Set 81., 65•[A.IC,11ti" x 516" x 2 "'Lg• Frank Lowe Rubber 7/1 _ I 3 35 P•3429 Weill, 0.270x .187 bank FinSeal, Gray -Utrafab #` ALUM. SASH MTG. RAIL -1497 PVC SCREEN CATCH - 8013 ALUM. ROLLER TRACK -1778 36 Pulrfect Glaze "H", SlwFlax 552 Henkel! S6® • 37 P-3511 98 x 518" Pan Sq. Ter, VtMt. FaStenal Steel 18118" 38 P-3541 88 x 1/2" Screw, Frame Impact Catch Fastenal Steel 7/6" 171 II 314^ © 7116" 39 P.3559 88x318" Screw, Frru ltpact Catch Fastenal Steel }� HOOK•1577 j 3" 1 3718" 40 41 •3581 83813 Screen Cloth, 16 x 19 Fiberglass CWS Lb1,(iogo) Fitifer Fiberglass ALUM. FRAME IMPACT 16/18' IX MMIIIIMINIMIN II 1116' • SCREW SUPPORT -3113 • 42 P-3738 I-B -8200 Gold Cart Label, NFRC Tab, Impact PLAN VIEW ALUM. SAIS:'W��Rt11EINF. -1899 43 P-3752 Cap Flug, 112' Hole NM Nylon 44 P-3783 Look, Impact interlock Zino 1119" 9818" 7�°`j ''�rrB--rq LUCAS A. TURNER, FL P.E. 88201 B UPDATED PER 2010 FBC 11/08/2011 45 47 P-3881 P•4051 Temporary LbL (NFR0/8P) #8 x 1 1/4" Fh FH TEK, Wlit Festered Steel 18/18" A UPDATED PER NEW FBG REQUIREMENTS 07/07/2048 48 P-4009 Keeper, Impact • Su1Han Zino p� 9/E Fro. Cs ALUM GLAZE BEAD -1112 ti'�tot iq I ri ir`.] 14, ,... " �. " ' . Zl • . 4. el, Qj 0.. + J Gt,¢ ' No 58201 ' F s F. * _* 61 [ aIn wriVDpw$8DOORS 49 P-4479 Weep Cover w/ Flap. • NINA Nylon 50 P-4832 SweapLock Sullivan Zinc WC FIXED oZ •I SI P-06311 112" Barrel fastener Fa@ teal Steal 800 SW 44TH AVE, • OCALA, FLORIDA 34474 52 Glass SEE Si -EET•3 Cardinal Cardinal 53 H-6026 Mein Fr., SH, w /FN. Mcron RIgId WC TALL ALUMINUM EXTRUSION ARE 6083 -1181 °»,ro: • * ¢ = '8"• STATE OF if ti .y ?• P ,� .174.1 i1a �4d�S�S"."Qii�.'.' �+e�'� ¢i r A �'y143t4` 14�� EXTRUSIONS & B.O.M- - LARGE MISSILE IMPACT; 84 P-3429 Wetp., 0.420 x .187 baok FlnSsai, Gray Ulrafab sums: 8200 7RAW" BY: ADE +?ATE 3!1912010 12/7/11 NOTE: ITEMS 19, 22, 31, 49 ARE NOT USED IN THIS PRODUCT. PROPRaeTARVAt10 cotwFlOewrw TUE INFORMATION CONTAIWDIN THIS DRAWING IS 'n- IE SOLE PROPERTYOFCUSTOM WINDOW pER�MIsssioNnFF ANY DUSTOMMOwoimoawvvsr o, NCtsPR» aF-U8TEEDD.. M�EL : PVC HORIZ, SLIDER kc R 12 'N4' CWS -157 RRV LCTTF,R B SHEET: S OF 7 :CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN BUCK AND OPENING•BY OTHERS 21/2° MIN. EDGE DIST. [C] 1 1/4° MIN EMBEDMENT (D] EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS 1 /4° MAX SHIM 18] BOTTOM SWEEP LOCK ACTIVATED ONLY . DURING HURRICANES. INSTALLATION ANCHOR, - 3/18° DIA MASONRY SCREW. 1 WASHER THRU SCREW SUPPORT 1 BY WOOD BUCK BY OTHERS [Al 1/4° MAX SHIM IB] INSTALLATION ANCHOR, 3/18' DIA MASONRY SCREW W/ WASHER THRU SCREW SUPPORT (C) 2 12°- MIN. EDGE DIST. 101 11/4 " MIN. EMBEDMENT [C] INSTALLATION ANCHOR, 3118° DIA MASONRY SCREW w /NEOPRENE BACKED WASHER THRU SCREW SUPPORT [C) SEALANTUNDER SCREW HEAD BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS pli ice �"•A a •A . • �• • A • is,ba,.•vr �.. Aa P A Cra .. 8, * A.• a••♦ 8.• AA A• 0j a; . CONCRETE/MASONRY BY OTHERS 1- 2.-11z MIN. EDGE DIST. (TYP) 1 /4° MAX SHIM [e] SILL STOOL BY OTHERS Co USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS 1 1/41 MIN EMBEDMENT • ICI VERTICAL SECTION FRAME (MASONRY) PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH ' BY OTHERS HORIZONTAL SECTION FRAME (MASONRY) SEALANT BEHIND FLANGE HY INSTALLER SEALANT BEHIND FLANGE BY INSTALLE 13/8° MIN. EMBEDMENT ID] 7/ . MIN. EDGE DIET. INSTALLATION ANCHOR, 8110 WOOD ANCHOR. • t • W/ WASHERTHRU b SCREW SUPPORT (DI A1"� 2 BY WOOD BUCK BY OTHERS. PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY SY OTHERS PERIMETER SEALANT BY INSTALLER HORIZONTAL SECTION INSTALLATION ANCHOR, 3/18° DIA. MASONRY SCREW w1NEOPRENE BACKED WASHER THRU SCREW SUPPORT [C] SEALANT UNDER SCREW HEAD BY INSTALLER �1/4 MAX SHIM ()ALTERNATE ALTERNATE PRECAST SILL DETAIL S FRAME (MASONRY) FRAME (WOOD) .1_1/4: MIN EMBEDMENT (c] SEALANT BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS r TE: F(EAD AND JAMB IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS SHOWN BELOW. t+- 2i-.MIN. EDGE DIST.. • [DI B UPDATED :PER20117.FB.0 LUCAS A. TURNER, FL P.E. 58201 A =UPDATED PER'NEW FBC PROPRETARYAND CONFIDENTIAL 1217/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, NO. ANY REPRODUCTION IN PART OR ASA WHOLE WITMOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC: IS PROHIBITED. WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 REFERENCE NOTES: ] SEE NOTE 10, 8HT 1 1 SEE NOTE 253, SHT2 101 SEE NOTE 4; 8HT 2 1E1 SEE 8,$HT2 11'109/2011 EQUIREMENTS 07/07/2008 TITLE' INSTALLATION THRU•FRAME DETAIL • LARGE MISSILE IMPACT RAWN @V: ')ATE: ADE 3/18/2014 SERIES :8200 MODEL: PVC.HORIZ.. SLIDER SC A'E: NTS ' IO• CWS -157 REV. LETTER: B SHEET: EI OF 7 SHEATHING BY OTHERS 1 112* MIN, EMBEDMENT 1E3 EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER INSTALLATION ANCHOR, 118 WOOD SCREW • wl WASHER. • [E[ WINDOW WRAP BY INSTALLER 2 BY WOOD SUCK BY OTHERS [A] PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN • BY INSTALLER .i[4'_ MIN EDGE DIST LEI —1I4" MAX SHIM [6] r1J4" MAX SHIM [B] PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS IL44 MIN EDGE DIET IE] 218Y. WOOD BUCK BY OTHERS IA] INSTALLATION ANCHOR, RS WOOD SCREW . wJ WASHER 11/2" MIN. EMBEDMENT [E] C)7 E VERTICAL SECTION N (WOOD) [El 2 BY WOOD BUCK BY OTHERS W INSTALLATION ANCHOR,, R8 WOOD SCREW wt WASHER 114° MIN EDGE DIST [El MAX SHIM 16] . 1v2" MIN EMBEDMENT (E1 SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER PERIMETER SEALANT BY INSTALLER C)7 HORIZONTAL SECTION FIN (WOOD) PROPRIETARYAND OOPFIOENTML 12/7/11 THE INFORMATION CONTAINED IN 119S DRAVAMI 18 THE SOLE PROPERTY OF custom WINDOW SYSTEMS, INS. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUFTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, /NC .18PROHBRED. LUCAS A. TURNER, FL P.E. 58201 WINDOW WRAP BY INSTALLER REFERENCE NOTES: [AI SEE NOTE 10, SHT 1 [B SEE NOTE 283, SHT 2 [C] 5E5 NOTE 4, SHT 2 [D] SEE NOTE 8, SHT 2 [21 SEE NOTE 5, SHT 2 B (UPDATED PER 2010 FBC 11/09/2011 A (UPDATED PER NEW PBC REQUIREMENTS 07/07/2 ,�sy p,NDRRlytf1. ,,,_ • f -Yr No 58301 ,A r I *; I *_ !% STAIR OF • 24/4 KiNDON'S A DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 NLE: INSTALLATION ANCHOR FIN RIE8:8200 DETAIL - LARGE MISSILE IMPACT_ 'AIN Y. ADE Al 3/18/2010 No.: CWS -157 7 OF 7 MODEL. PVC HORIZ.. SLIDER scAL•: NTS REV. LEVER:. Florida Building Code Online http: / /www.floridabuilding ox prlpr app dtl.aspx?param'vGEVX.: Busines , Prefessiia Re ulatiorn. BCIS Home ! Login 1 User Registration Hot Topics Product Approval USER: Public User Product Aoorovai Meng > Product or n Search > ,A,00iCa1 n. L t > App&atbn Detail FL # Application Type Code Version . Application Status Comments • Archived Product Manufacturer Address/Phone /Email Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method. Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FI 34474. (352)368 -6922 Ext 207 mlafevretIscws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474• (352) 368-6922 Ext 291 btenace@cws.cc Jeff Thompson • 1900 SW 44th Ave. .Ocala, FL 34474 (352) 368 -6922 Ext 221 jthompson@cws.cc Windows • Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida license Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) PE -58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE 2' Validation Checklist - Hardcopy Received FL7067 R4 COI EvaiReo CWS -1576 (HS-8200 IMPACT)�pdf Standard AAMA/W DMA/CSA/101/I.S.2/A440 -05 ASTM E 1300-04 ASTM E1886 -02 ASTM E1996 -02 PA/TAS 201/202/203 Year 2005 2004 2002 2002 1994 1 ,.f2 7 /lAnn11 Cl! S1 Ant Florida Building Code Online hap : / /www.floridabualding.org/pr /pr app_dtl.aspx?paranr- wGEVX, Equivalence of Product Standards Certified By • Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/12/2011 12/16/2011 12/22/2011 01/3112012 FL * Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg/Fin Horizontal Slider (Impact) 74x54, X0. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). Installation Instructions ' FL7067 R4 II CWS °1576 (HS -8200 IMPACT).odf Verified By: Lucas A.Turner 58201 , Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.odf FL7067 R4 AE EvalReo CWS -1578 (HS -8200 IMPACT),pdf FL7067 R4 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes • 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111° x 63 ", XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Intpa ct Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63 ", XOX, +1- 60 psf. Installation Instnictions FL7067 R4 IL CWS -232B (HS -8200. XOX IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11- 0624.01.odf FL7�167 R4 AE DuPont SGP NOA 11 -0624 02.odf FL7067 R4 AE EvalRep CWS -232B (HS -$200, XQX. IMPA(a).Ddf. FL7067 R4 AE Mikron NOA 11 -0830 09,prif - Created by Independent Third Party: Yes 7067.3 • HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73" x. 62 ", XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impacts Resistant Yes Design Pressure: +60/ -75 Other: Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Impact. - • Installation Instructions FL7067 R4 II CWS -399A (HS -8200, 73x62, 75DP, IMPACT).odf Verified By: Lucas A. Tamer 58201 Created by Independent Third Party: Yes • Evaluation Reports FL7067 R4 AE DuPont SGP NOA 11-0624 02.odf FL7067 R4 AE EvalRep CWS -399A (115-8200. 73x62. 75DP, IMPACT).Ddf J9..7067 R4 AE Mikron NOA 11 -0830 09.odf Created by Independent Third Party: Yes 7067.4 HS -8200 Vinyl Horizontal Slider Impact 1-1S-8200 Vinyl Horizontal Slider Impact w/ Alum. MR. • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +1- 60 psf, Al. FMR. Installation Instructions FL7067 R4 II CWS-18.B (HS -6200, 72x63. IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.pdf • FL7067 R4 AE EvalRev CWS -1868 (HS-8200. 72x63. IMPACT).odf ')/121/)(11') t)-1 Al► Florida Building Code Online htip: / /www.fionidabuilding.arg/pr /pr app dti.aspx?paramwGEVX. FL7067 R4 AE MIkron 1'SOA 11-0830 0j pdf Created by Independent Third Party: Yes Contact Us :: Phone: 850 -487- 8241.940 North Monroe Street. Tallahassee FL 32399 The State of Fbrida Is an MJEO employer. Copyright 2007 -2010 State of Florida, Prrcaty Statement :: screslia+a'V Statement • • ?ment Under Florida low, e-mail addresses are public reconis. if you do not want your e-rnait address released In response to a public-records request, do not send electronic mail to this potty. Instead, contact the office by phone or by traditional man. IF you bave'any questions regarding DBPIt's ADA web a zessibay, please contact our • Web Master at webmasteradbnr.state.H.us. Product Approval Accepter //14/1f111 43.51 Al Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941 -380 -1574 Evaluation Report 232B December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 111" x 63" unit size XOX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC . Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -232B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL -210- 3459 -1, -1A, -2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S2/A440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -232B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -2328. Limitations of Use: This product: • May be used in XOX configuration in sizes up to 111" x 63" unit size, with max. glass daylight sizes as shown in CWS -232B • Achieves . design pressures of +1-60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS -232B, using Dupont PVB Interlayer per Miami -Dade N.A.A.. #11- 0624.01 in the sash, and using Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami -Dade N.O.A. 41170624.02 in the fixed lite • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 it of grade • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11 -0830.09. Certification of Independence: I do not have, nor do I intend to acquire, nor wall 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. Lucas A. Turner, P.E. 2011 -12- 0713:14 -05:00 AW b fS D � • ,; STATE OF °NW Op 8114114.- 12/7/11 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER. ELEVATION (LARGE MISSILE IMPACT) 112 1/4" MAX OVERALL FLANGE WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE AND NOTES. 2 DESIGN PRESSURES & GLAZING 3 SECTIONS & ALT. FRAME 4 EXTRUSIONS & BILL OF MATERIALS 6 INSTALLATION DETAILS 6.7 53314" GLASS DLO MAX SASH WIDTH • f 841/4" MAX OVERALL FLANGE HEIGHT 63" MAX UNIT HEIGHT Lucas A,Turner, P.E. 2011 -12-07 12:08 -05:00 PROPMELARYAND CONFIDENTIAL 12107/11 THE INFORMATION CONTAINED IN TFRS DRAWING IS THE SOLE PROPERTY OP CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION tN PART OR AS A WHOLE WITHOUT TNE. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PVC IMPACT REQUIREMENT; • 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WM-I THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "X/O/X" 4. DESIGN PRESSURE RATINGS: - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM 64300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION. TEST PRESSURE AND GLASS TABLES ASTM 6 -1300, • 5, ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8-7 FOR INSTALLATION DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. . 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL 210-3459-1,1A, 2, 2A 9. SERIES.! MODEL DESIGNATION HS -0200. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM 0/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, 13. WEEP SLOTS = 1/4" X 1" LOCATED 4" FROM BOTH ENDS LUCAS A. TURNER, FL F.E. 58201 13 UPDATED PER 2010 FBC 11107(201 Al UPDATED PER NEW FBC REQUIREMENTS 07/03/2008 00101112M/ W Fy sY WINDOWS & DOORS t No 58201 4 1800 SW 44TH AVE. ?* * E. OCALA, FLORIDA 34474 STATE OF }�� \TITLENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT .r f. 96RIEn:. PRAWJ 6Y: :IATG: ":$0,1::". 9./4'41 �t 8200 ADE 01!02!2008 ./4' Doq PVC HORIZ. SLIDER ICALe: NTS REV. LETTER: B SWIG. NO:. CW8 -232 rIm 1 OF 7 • 6" MAX. 8" MAX (TYP) • • 18" MAX O.C. (TYP) L_ B .113° MAX O.C. (TYP) • i MAX. O.0 A — INSTALLATION ANCHORS TYP. • • 4" MAX (TYF) 8" MAX O.C. (TYP) INSTALLATION ANCHORS TYP. 4MAX— 8" MAXO.C, DYP) SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POtNTB ALONG THE FRAME JAMB - INSTALLATION ANCHORS TYP. B ANCHOR LAYOUT - (FIN) THRU NAILING FIN I 000 OPENING) NOTES: 1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114 ". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. . 3118" DIA. 51.00 ULTRACON MASON IEVED IN EITHER DIRE SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB CHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2' SHALL 6. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT•LENOTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. • 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVER MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA 100(FIN WINDOWS), FMAfAAMA200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),.FMANAAMNWDMA 300(EXTERIO17 DOORS). PROPRIETARYANO COMDENTRL 12/07/11 THE INFORMATION CONTAINED IN TWS DRAWING IS THE BOLE PROPERTY aP CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 18 PROHIBITED. LUCAS A. TURNER, FL P.E. 68201 B A UPDATED PER 2010 FBC UPDATED PER NEW FBC REQUIREMENTS 07/03/2009 11/0712011 ,eyF c .O .v\G5Ivei: -.1 . No 58201 SL S #i * f•k� • 1 ©:• STATE OR licl • i, apt "' U A S ? IY NOOWE & Do0Rs 1900 SW 44TH AVE. ' • OCALA, FLORIDA 34474 TITLE: ANCHOR SCHEDULE iRpres:8200 aoPEL PVC HORIZ. SLIDER • & NOTES - LARGE MISSILE IMPACT ).}uwN BY: ADE 0ALE. NTS sAr' 01 /02/2009 REV. LETTER: • B MG NO.: CWS -232 JI IEEr. 2 OF 7 W8" OVERALL .3118° ANNEALED OR TEMPERED 114" AIRSPACE 7115" LAMI. 3/13 ANNEALED .080 SENTRY GLASS IONOPLAST INTERLAYER 3/18" ANNEALED PURFECT GLAZE "H° SIKAFLEX 552 1/2" GLASS BITE FRG:R EMEtY AND 00NRoEIYR4l. 12/07111 TN& 4NFORMATION CONTAINED IN T1 8 DRAWING I8 THE BOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 7(8" OVERALL 1/8" ANNEALED OR TEMPERED 3/5" AIR SPACE 6/13 LAM, 1/5" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED 1/2" GLASS BITE GLASS TYPE 14 SASH GLASS FULL SIZE LUCAS A. TURNER, FL P.E, 58201 PURFECT GLAZE "H" • SIKAFLEX 652 BI UPDATED PER 2010 FBC A UPDATED R NEW FBC 111/07/2011 PE REQUIREMENTS ' 07/0312009 WINDOWS 8 DOOM 1900 SW 44TH AVE. OCALA, FLORIDA 34474 SECTION VIEW C -C 1118' GLAZING - LARGE MISSILE IMPACT SEPSES: 8200 r1COEL: PVC HORIZ. SLIDER Ift'eAwla Br: ADE SCALE 5V• LETTER «1:1 LiArE 01/02/2009 TWO NO. CWS -232 F51, . ' 3 0F 7. TYP CAL VERTICAL SECTION NOTE SHOWS FIXED LITE CUTAWAY SECTION VIEW AA OTE: ITEMS 29, 36, 41, 42, 43, 80, 83, AND 54 RE USED BUT NOT SHOWN FOR. CLARITY. SECTION VIEW C-C . EXTERIOR SECTION VIEW S -B DETAIL C (HEAD IMPACT HOOKS) zo- PROPIiIETARYANDCONFIDENRAL 11107/11 THE MFORMATION CONTAINED IN T148 DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUTTHE WRITIENPERMMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. • FRAME HOOK LOC. FRAME SASH CUP IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 8" FROM UNIT EDGE TO EDGE OF HOOK. B A THIRD HOOK IS CENTERED IF UNIT WIDTH 18 GREATER THAN OR EQUAL TO 81 310. C INNER H001(3 718" FROM EDGE OF MTG RAIL 2) H CATCH: A) 2 -112" FROM SASH CORNER TO EDGE OF CATCH. B). A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 01314 ". SASH AND FRAME HOOKS ARE TO AVON WITHIN 114". LUCAS A. TURNER, FL P.E. 58201 Al UPDATED PER 2010 FBC 1 11/07/2011 UPDATED PER NEW FBC REQUIREMENTS 07/0312009 WINDOWS 8DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 nTLE; SECTION'VIEWS & ALTERNATE FIN FRAME - LARGE MISSILE IMPACT ERIES:8200 ADE aOOEL: PVC HORIZ SLIDER T,FUWW4 NY: SCALE NTS 01 /02/2009 CWS -232 Rev, LETTER • M4EE1; 4 OF 7 Item# Pert ii Description ... Vendor : Material 0 8 • -'1E- dirt lil ilj' _.... 1 H-8031 Main Fr., SH, w/IV., WC, Head MOvon PVC CONSTRUCTION Oi 1; 3118" 3118° 2 3118 —« 2 3 H-6031 1-1-833 1 Main Fr., SH, wiF1g., PVC, SE Male Ix., SH, w /Fig., PVC, L Jb. Mkron Micron PVG PVC I V J [ S 21118° I O I ' -sn i 1111L. �` H-8031 Main Fr., SH, w /Fig•, WG R J13, Mikrol rov0 �Ll�' �� ' ' „ * 1518^ rin H-1681 Heavy Duty Meet Pell, Alum., Fxd. Keyrrmrk Alum © © CORNER WELD (AU. SIDES) 6 5-1899 Roll.S.B.RJS.S.R Keymerk Alum �1' ♦ CORNER WELD (ALL 8WET1 7 8 13-8027 1-1-1497 Sash Meet Rail, WC Re1al. Sash Mast aB Mk= mark PVC Alum -1 - — — i" PVC SASH MTO. RAIL -8027 39110° u 1 9 H-8028 Sash Bottom Rail, PVC (S.S.R for HS) on WC scE�R WEED 7N�o�R WITH OUTERFRAME 10 11 S -1498 H-8004 Rain ?. S.B.RtS.S.R Honk. Sash Slde/Top/Bot. Rai Keynmk Mfkl'on Alum PVC -1 PVC FRAME FLANGE -8031 wr 0 1118° - 1 1!4" PVC FRAME FIN -60'18 1° 0 12 5-8005 Roller, track, WC &likron WC �ID i 13 8. 8084 (31z. Bd., 718',Fxd., Manz. Micron WC 14 6•6034 Gk. Bd., 718",Fxd., Vert. Nillvon WC 7116" t""�� I � 918" � RAIL -1497 15 16 8-6077 51778 Fixed Rail Cover , track Sam. Adapt., w/Nb, FVC, Horz. Mkron. Keymark Macron WC Alum PVC ALUM SASH MTG. ALU ROLLER TRACK- 1778 0 3/18" i1 1 718° 1 15116' t :� rrJ �i ;) 17 5.8013 - rim '— C 18 S-6014 Son. Adapt, PVC, Vert • MN= PVC 21 51558 Sash Catch, FVO.Ittpect Keyn rk Alum 1 I fa 3 V8' I " 23 P3804 Roller, Tandem M&M Nylon M Q 24 P-3783 Lock Impact, WO Interlock ALUM HD MTO RAIL -1881 • 25 P4784 Keeper, Ilrpact, PVC Interlock !S° 26 28 P-4479 P -3429 Vdaep Cover w •flap Wstp., 0.270 x .187 back PIn$aaL Gray M&M Ultrafab Nylon 518' 51 L.. _... PVC SASH SIDE RAIL -6026 41 3(18' 29 P-4638 08 x 2112 Fh Truss SW Ajax Steel • PLRN VIGW, ALUM SAeH IMPACT HOOK -1858 314• 30 3-1112 Geztng Bead Keymaric ' Alum L , 32 P-0051 W #8 x 1114 Ph FH TEK, WM. Fastens! Steel 3118° m F 1518° ALUM S.B.RJS.B.R. -1498 j 33 P3541 #8 x 102 R91 Pan J ek {� Frame I tpect Hook Fastens! Steal F- 3" '1 112" 34 P4010 BulbVhryl w/ Rigid Base, .350 FIgh Amesbury Amesbury Vinyl 13116" �jjjj� L, 35 P-3559 08x31$" Screw, a Frame Inpact Hook Steel SCREW SUP. -3113 ale^ 36 P4342 Seam Sealer, SM -5504 Schnee Mona I+ 91i8^ 37 P3752 Cap Pug,.1/2' Hots M&M Nylon d PVC ROLLER TRACK 8005 13(1a° / $ 3!18" 38 Rrrteot Glaze "H'; SileFLex 552 Henkel! Sika Silicone PVC 8ASH TOPI3TM RAIL- 8004 .;-1 —r 39 P4118 Keeper, Sweep Lock Sullivan Zinc 1 1 • er 1 ° 40 P -3352 Set, BU(, 85 Our.,'1t8" x 5t8" x 2" Lg. Franld ow a Rubber 41 P -3735 HS -8200 Gold Cert. Lam, NFRC Tab, IrrpaotAS'rM6 _ F.. 114„ PVC SCREEN CATCH - 8013 42 P-3881 Temporary Lb1(NFROIOP) e 1 5118° i 1 118• -� 7 j 43 P-3813 OWS Lb!. (logo) 44 GLASS See8heat3 _........ 718" - - — �® 0 PVC OLAZEBEAD- 8084 8018" 46 P -4832 Sweep Lock Sullivan Zino • .................. ..........._.... ...... ..... -- 47 P4833 1/2" Barrel and Screw MOM PLAN VIEW ALUM FRAME IMPACT HOOK-1977 PVC SCREEN SUPPORT -6014 48 P3511 #8x 35/8° Square Pan Tek c, KEEPER Alrrstel RollForm LUCAS A. TURNER, FL P.E. 58201 gE UPDATED PER 2010 FBC 11/0712011 49 P3218 Screen Frame Mantel RollForm SO P4321 Screen Frame Comer Key Ailaatel Nyon {I A UPDATED PER NEW FBC REQUIREMENTS • 07(03/2000 61 P3581 Screen °oth,18x16Flberglass 34° 0 t1tfPrsi ,ca *41. yDREW l lip` s °• t'GfiA�S�'s p ,i „b'�O f �O ° ••'��.'¢ °: � •• •e 140 88201 7, .. * ? 1 * E * }�_ $ ° .'S) 4 STATE OF 383 ty %• Np� 'n 1..5!...,!..z D R t a.• ''• a. ip' l o .v , ,s9* •lp�'OnfITS yt5► 'On `s �. _' 1��Lr . i �. •OJ � 1W5 R DOORS 1900 &A/44TH AVE.. °GALA, FLORIDA 34474. brie.; EXTRUSIONS &B.O:M.- LARGEMISSILE IMPACT 52 P4228 Screen Spline, .155 CM., ek. Lisps 53 P4029 Screen Pull Tab Stelvrit I•+7l8°� 18t18" 1M8" 54 P4033 Screen Spring, SS FIa.Spnng 55 8 -1577 Frarnu Catch, Fbad, INC, HS Keymerk Alum 9< e" ® ALIJNI. SASW REINF. -1690 57 H-6028 Main Fr., tiS, wlw1., WC Ndkron WC 58 P3113 Screw Support, PVC Team HaetbRubbar ALIAa1GLAZE BSA13 -1112 yy .L-•% q SERIES: 8200 ©}YAWN rn: Ai)E bATE 01!02!2009 GTE: ITEMS 19,20,22,27,45, 58 ARE NOT USED. &L ALUMINUM EXTRUSIONS ARE 6083 43. PROPF9ETARYANQ CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM PPEERMISSIINC. f ANY oui THE CIJ$TCM WINDOW SYSTTEEMMS,,IINC IIa PROHIBITED. 1 /O0EL• PVC HORIZ. SLIDER SCREE: • 1:2 DWG. ND.: CWS -232 R .6k B :I 5 OF 7 CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2112" MIN EDGE DIST [OI f /.+i� " MIN EMBEDMENT G"J • d•t • • a. • •t Pt at Pa a • a• EXTERIOR FINISH BY OTHERS PERIMETER SEALANT 3Y INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, 3/18" DIA, MASONRY SCREW w/ WASHER THRU SCREW SUPPORT. [C] 1 BY WOOD'BUCK BY OTHERS [Al 1/4" MAX SHIM [B] INSTALLATION ANCHOR, 3118" DIA MASONRY SCREW s WASHER THRU SCREW SUPPORT. (C] 1 BY WOOD BUCK BY OTHERS [A] - -114° MAX SHIM 181 „ • BOTTOM SWEEP LOCK ACITVAT6D ONLY DURING HURRICANES. 2 112" MIN EDGE DIET [C] 1 114" MIN EMBEDMENT 10] INSTALLATION ANCHOR, •3118° DIA. MASONRY SCREW 1WNEOPRENE BACKED WASHER THRU SCREW SUPPORT. IC] PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS SEALANTUNDER•SCREW MEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS • 1/4° MAX SHIM 191 di Wall 4 Zpaaa a. 8aaPP P, P. 1 Pa"d.• • PP‘ to to 41, 04. •. • •• • ^ r• • p •.t i aa`�,a P• t CONCRETE/MASONRY BY OTHERS C) 8 A VERTICAL SECTION FRAME (MASONRY) SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS �1 V6° MIN EMBEDMENT [01 2 MIN EDGE DIST IOI EXTERIOR FINISH BY OTHERS SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER 0 J�3 HORIZONTAL SECT.ION 8 FRAME (i1RASONRY) SEALANT BEHIND FLANGE BY INSTALLER 114" MAX SHIM -+ IB] SEALANT BEHIND FLANGE SY INSTALLER PERIMETER SEALANT BY INSTALLER INSTALLATION ANCHOR, 3/16" INA. MASONRY SCREW wsNEOPRENE BACKED WASHER THRU SCREW SUPPORT. [C] SEALANT UNDER SCREW HEAD BY INSTALLER' PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS C) 8 D ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) PI1OPP ETAR.YARD CONFIDENTIAL 12/07 /11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE MOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBrTED. 114" MAX SHIM @] 1]L4_ MIN EMBEDMENT [C] 1 —2 -MIN EDGE DIET [CI LUCAS A. TURNER, FL P.E. 58201 1 3f8" MIN EMBEDMENT P1 7/6" MIN EDGE 1218T ID) INSTALLATION ANCHOR, 010 WOOD ANCHOR W/ WASHER THRU SCREW SUPPORT, [D1 2 BY WOOD BUCK BY OTHERS [A) SEALANT BETWEEN BUCK EXTERIOR FINISH AND OPENING BY OTHERS W BY OTHERS °HORIZONTAL SECTION H f FRAME (WOOD) VOTE; HEAD AND JAME SIMILAR FOR 2BY INSTALLATION. SILL INSTALLATION SAME AB SHOWN BELOW: REFERENCE NOTES: [Al SSE NOTE 10. SHT 1 181 SEE NOTE 20.3, SHT 2 [DI SEE NOTE 5,SHT2 181 BEE NOTE S. MIT 2 13 UPDATED PER 2010 FBC A UPDATED PER NEW FBC REQUIREMENTS [11/07/2011 t,,t ?fl4lntlyl� � PA S P;.1`). , 7044.' �� ,7G•° N. GIEA(" WmJD0SS19 DOORS 3Vr ND 58201 ••'t14, OCALA, FLORIDA 34474 * 1 * * S 1iTCE: El INSTALLATION THRU FRAME DETAIL • LARGE MISSILE IMPACT s9© 97AT8 dF �t4� 36RIES: SRFV 1,1(3Y: 7aYE: AD.E 1�yyii,4'0 R� p'(s° a * w0DEL: B29 0 c4LE. NTS �wc 510.1 CWS-232 #4.074 put PVGHORIZ.SLIDER' r74 utn kiISti t EV. LE11 ER: s Eel: 0 OF 7 07/03/2009 SHEATHING BY OTHERS 1 1/2 ", MIN EMBEDMENT 1E1 EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN BY INSTALLER INSTALLATION ANCHOR, E6 WOOD SCREW W/ WASHER (E1 2 BY WOAD BUCK BY OTHERS IAI 1L4 MIN EDGE DIST 181 114' MAX SHIM [BI PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS rile- - t r r 4•I nrTiE -.� [ -- ., I IIIIPP"ILVIM 2BYWOODBUC BY OTHER$1A1 K INSTALLATION ANCHOR, 88 WOOD SCREW W1 WASHER 1E] 1/4" MAX SHIM [61 i(4" MIN EDGE DIST [BI 0 VERTICAL SECTION FIN(WOOD) 11/2^ MIN EMBEDMENT 1E1 2 B WOOD BUCK BY OTHERS IAI INSTALLATION ANCHOR. 08 WOOD SCREW W/ WASHER 1E1 MIN EDGE DIST [El —1/4" MAX SHIM [61 1 112' MIN EMBEDMENT [E] SHEATHING BY OTHERS EXTERIOR FINISH WINDOW WRAP BY OTHERS BY INSTALLER SEALANT BEHIND FIN BY INSTALLER PERIMETER SEALANT BY INSTALLER HORIZONTAL SECTION PROPRIETARY AND CONFIDENTIAL 12M/11 • THE INFORMATION CONTAINED IN THIS DRAWING is THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WRHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROh1BITED, FIN (W000) LUCAS A. TURNER, FL P.E. 68201 REFERENCE NOTES: IAI SEE NOTE 10, MIT 1 161 SEE NOTE 2&3, SHT 2 @I SEE NOTE 4, SHT 2 @]SEE NOTE 6, SHT 2 1E1 SEE NOTE S, SHT 2 B UPDATED PER 2010 FBC 11/07/2011 A UPDATED PER NEW FBC REQUIREMENTS 07/03/2009 tstolEiv �y��"Q��i� ; v No 5B201 1F100 SW 44TH AVE. ;L. * g* a OCALA, FLORIDA 34474 R 6 S to T 1L2. INSTALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT 1.1, 01311, STATE OF /04 sER165 URPVYN ar: ATE. 1 =';';'S .1� 4 p „1".ON ? r4oaeL 8200 GALE ADE ;wC.i1tl.01102/2049 f��f� f� tt; `ttO PVC HOER. SLIDER REV. L8TT✓ . NTS ;1iEEr CWS 232 NB TS DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov /nera/ Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade county) reserve the right to hive this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 Through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmed, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: ' 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply - with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0310.05 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. X11'1/ M EVADE COUNTY A \; APPROVED NOA No 12- 0208.03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0310.05) 2. Drawing No. W04 -01 Rev C, titled "Aluminum Outswing Entrance Door ", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 09- 0310.05) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08 -2021, 08 -2022, 08 -2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 32.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03 -1882, 08 -1889, 08 -18890 and 08-2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz Seda, P.E. (transferred from file # 08- 0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI- 04 -T100, dtd 01/29 /04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC 2010, prepared by Al Farooq Corporation, dated FEB 02, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor Calculations and structural analysis, prepared by Al- Farooq Corp., dated 04/28/08 and last revised on 06- 02 -09, signed and sealed by Arshad Viqar, P.E. (transferred from file # 09- 0310.05) 3. Glazing complies w/ ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass tl Plus ", expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB interlayer ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 & no financial interest, prepared by Al Farooq Corporation, dated 01/25/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 09- 0310.05, expiring on June 10, 2014. 2. Test proposal # 07 -3527 approved by BCCO. ISLeiq Av tIshaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0208.03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 E -1 sheet 1 of 5 ) Ij I SEES E NOA 0 11 FOR j1 RATING D DETAILS 8° MAX. HEAD /SILL CORNERS OCI 2 DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY 42" FRAME WIDTH 13° MAX. HEAD /BOLL (2) ADDL. ANCHORS AT 3° 0.0. AT MTG. STILE EN05 REQ. FOR WOOD OR WOOD BUCK INSTALUT 3NS ONLY DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY SURFACE APPUED FALSE MUNTINS MAY BE USED J 4 ALUMINUM OUTSWING ENTRANCE BOOB APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDEUTES USING MIAMI -DADE COUNTY, APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE 'DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI -DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, =ELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL. BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS' ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 31 3/4° D.L OPG. 39 1/8° LEAF WIDTH 75 3/4" FRAME WIDTH 13° MAX. HEAD /SILL SEE SEPARATE NOA FOR SIOEUTE RATING AND DETAILS MIAAK -DADE COUNTY APPROVED MUWON SEE SEPARATE NOA 8° MAX. HEAD /SILL CORNERS 1 / I \ \ II Its IY �4I II II \ -_ == = =a11F' IN -411VE \\ LAP \ .... ====jI= = == ti iN // / 11 / 11/ g L i 8 29" D.L. OPG. 38 3/8" LEAF WIDTH THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 20° D.L OPG. 383/8" LEAF WIDTH MohrI SN :5S LZt7�' « EngA, JAASS M MAO FLA. PE g 70890 CAN: 3,938 ra 0J 1 ( drawing no. W04 -01 A 1 DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. ( +) INT. ( -) 2/8 8/8 100.0 140.0 75.0 8.5•x' 3 8 140.0 .o d$ T 2/6 140.0 75.0 85.0 3/0 7/0 75.0 85.0 3/6 140.0 75.0 85.0 2/6 140.0 75.0 85.0 3/0 8/0 75.0 85.0 3/6 140.0 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS; 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36° FROM BOTTOM, KEY OPERATED ON EXTERIOR AND TH1.6.18 TURN ON INTERIOR. STROKE PLATE 1 -1/4" X 1/4° X 18 -1/4° LONG ATTACHED WITH (2) #8 X 3/4" SMS HINGES SINGLE DOORS. TWO - HANDED COMB HIND EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6 °, 12 °, 35 °, 63 -1/2° AND 92 -1/2° FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLA88 TYPE 'B' WIDTH HEIGHT EXT. ( +) INT. ( -) 2/8 6/e 100.0 140.0 3/0 6/8 100.0 140.0 3/3 8083 -78 100.0 140.0 2/6 7/0 100.0 140.0 3/0 7/0 100.0 140.0 3/3 8/1 100.0 140.0 2/6 INSTALLATIONS WHERE WATER INFILTRATION 100.0 140.0 3/0 8/0 100.0 140.0 3/3 8083 -18 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS; MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) #10 X 1 -1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOOK STILE 36° FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN 014 INTERIOR. STRIKE PLATE 1 -1/4° X 1/4° X 16 -1/4° LONG ATTACHED WITH (2) 18 X 3/4" SKIS HINGES SINGLE DOORS; TWO- HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3 °, 9° AND 26 -3/8° FROM TOP AND BOTTOM, ONE AT MID5PAN (6) PER " AND 28 -3/8 "FROM TOP AND BOTTOM DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' 08 'B' OESCRIPZION HEIGHT .1......................: ER008 6/e 75.0 75.0 6/4 2 75. . .0 5/0 8083 -78 75.0 75.0 8/4 7/0 75.0 75.0 5/0 4 75.0 75.0 6/4 8/1 75.0. 75.0 LOADS SHOWN ABOVE ARE POR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LIMIT :EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. IT8M 8 PAW # REGD. OESCRIPZION MATERIAL MANE. /SUPPLIER /REMARKS 1 ER008 AS READ. DOOR FRAME 6083 -58 - 2 ER012 AS REGO. DOOR LEAF 8083 -78 - 3 V21886 1/ LEAF 0008 BASE BOARD 8083 -T8 - 4 V2 -1483 1/ DOOR FRAME SILL 6063 -T8 - 5 - 1/ DOOR SILL BASE 8083 -56 - 8 V2 -1481- AS RECD. ASTRAGAL STILE 8083 -18 - 7 VZ -1535 4/ LEAF GLA21N0 BEAD 8083 -18 - 6 2801 AS RECD. GLAZING GASKET EPDM DUROMETER 75*5 SHORE A D 1**e' 10 1001/50 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 11 008000 4/ LEAF HINGES ALUMINUM GIESSE 12 810 X 3/6° 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS RECD. BULB W'STRIPPINO - - 14 #10 z 2° AS RECD. ASSEMBLY SCREWS - HH SELF DRILLING 15 #12 X 1 -1/4 - FRAME ASSEMBLY SCREWS - 0345 LOCKS DOUDLE DOORS; AK:TMF 1 Fee: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181. ATTACHED WITH (4) #8 X 1 -1/2° SMS. 3 POINT LOOK SYSTEM AT ACTIVE LOCK STILE 36° FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART #02188 ATTACHED WITH (4) #8 X 1 -1/2° SMS. HINGES DOUBLE DOORS; TWO - HANDED COMB KING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 8 ", 12 ", 35 °, 63 -1/2" AND 92 -1/2° FROM TOP OF DOOR NOTE TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. 3/16" HEAT STREN'D GLASS 090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16° HEAT STREN'D GLASS SILICONE GE SOS 2800 SILGLAZE 0 3/16" HEAT STREN'D GLASS .100" INTERAYER SENTRYGLAS BY 'DUPONT' 3/16° HEAT STREN'D GLASS SILICONE OE SCS 2800 SILOUI20 II GLASS TYPE 'B' rurouCT **Ninth, 111 Mplp#010 titpiradom keliartmam t -ZD .oj 4 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Errer: IAV D AXMA0•• FLA PEA 70542 C.A.N. 2 Z LA- nOe 4�^ 8 8 sO "co,, drowing no. W04 -01 (sheet 2 of 5 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 es 6 ACCESS HOLES WITH PLUGS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ;I II FOR STRANS0 1 NOA ihr.., -2.,1j RATING AND:DETAILS II II II III 4 II II l i v 0 '! 0 'Allit 1 \_MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE.NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING #8 x 1/2" Skis 3° FROM ENDS AND 10° O.C. MAX. (4) #12 X 1" SMS AT 2" 0.C. MAX. AT CENTER OF SILL READ. AT DOUBLE (XX) DOORS ONLY TYPCCAI. ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MON= BMW ��•h6 **Ilex* toskiromix Ibehiols Sox TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPIC SEE ELEV. FOR SPACING /4° DUI. ULTRACON BY 'ELCO uw177 KSI, Fp =155 KS!) IN • 000 STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS INTO METAL. STRUCTURES STEEL : 1 /8° THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. 0 -90 HOLLOW/FILLED BLOCK AT JAMBS Cm = 2000 PSI MIN. SEALANTS; ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS.. E"Qn JAVAD M AHMAD FYA.AREL 7092 C 3533 V 0 P 8 0 o 01110 1 cc v 2 1 .6 o. A o • drawing no. W04 -01 sheet 3 of 5 1/4" MAX. SHIM SPACE 1/4" MAX SHIM (2) S8 X 3/4° METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACINO FRAME WIDTH SINGLE DOOR MIAM1 ^DARE COUNTY APPROVED MULLION SEE SEPARATE NOA Tr ,_, SEE SEPARATE NOA U I FOR SIDELITE U RATING AND DETAILS II _ 4 =:...% _ I .r U It h Z si (j1 W w r4 P mw ggI R-5 aFiEo EXTERIOR D.L OPG. D.LO g it8 X 3/4° LEAF WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WIDTH 3 b' 1 drawing no. W04 -01 sheet 4 of 5 3.937 .070 1.815 DOOR FRAME 3.673 2.819 DOOR LEAF 1.772 1 3.937 3.177 2.921 DOOR BASE BOARD 2.402 1.764 .083 744 FRAME BOTTOM CORNER FRAME SILL .848 1.201 .050 1.016 GLAZING BEAD 912 drawing no. W04-01 (sheet 5 ot 5 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME of FIRST INSPECTION g-12.-12.03 PERMIT NO. TAX FOLIO NO. I o' 320t42.()i3 •5DS0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1111111 11111 1111111111 1111 1111111111111111111 CFN 2012R04-70274 OR ek 28174 Ps 4261: Clcs) 'RECORDED 07/05/2012 09:46:46 HARVEY RININ, CLERK OF COURT MIANI -DADS GtUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and streeVadd:Ll► lIi L 1— (o l >t tea 51 Avv �t 6 twre.S -1A-- 5313' 2. Description of improvement % j S s 3.Owner(s) name and address: etreti --15Qf$t c, to-2. Sr rrti C4 IAA 1 , Interest in property: 1 .Q-v' Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. Florida Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954-792 -4415 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices -or other ents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a co. of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement «be expiration date is 1 year from the date of reeding unless a different date is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARECONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SffE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of P or 0 a_ $)' _horized Officer /Director/Partner /Manager �d111t1 %. Berl Print Name wit. ice Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foi oing ingtrumertt cos acknowledged before me this day of By CA, Milt e. "wen &bin 0 Individually, or C] as for etsonaily known, or 0 produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of pet jury, I declare that I have read the foregoing and that the facts stated in It are true, to the best of my knowledge and belief. i» b Ap&r - RaIida Hotre-imPiovement A c. `�7O SWtn Ave f, FL33312 Signature(s) of • - s) or Owner(sys Authorized Officer/Director/Partner/Manager ,I By �AO119'. iTai OF FLORIDA, COUNTY Of OWE. HEREBY CERTIFY that this is Mie O` Of the MINOS rov Mod sad ihRVEY Sat Nod Wektr Ws