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WS-15-1447 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-244803 Permit Number: WS-6-15-1447 Scheduled Inspection Date: November 05,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CORONA, HENRY&JEAN Work Classification: Window/Door Replacement Job Address:499 NE 102 Street Miami Shores, FL 33138-2452 Phone Number Parcel Number 1132060170850 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 11 WINDOWS AND 3 DOORS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-243803. CREATED AS REINSPECTION FOR INSP-241346. CREATED AS REINSPECTION FOR INSP-236710. Eng letter does not mention french door Failed Correction ❑ Needed a Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 04,2015 For Inspections please call: (305)762-4949 Page 10 of 35 SPECIALTY ENGINEERING CONSULTANTS,Inc. DADE - BROWARD - PALM BEACH September 10,2015 Mr.Tom Burnett Florida Home Improvements 4070 SW 30 Ave Hollywood, FL Re: CORONA RESIDENCE,499 NE 102 ST,MIAMI SHORES,FL FASTENER SPACING AT NEW IMPACT DOORS/WINDOWS Dear Mr.Burnett: Pursuant to your request we have reviewed the condition where the edge distance of the fasteners for the new SGD is less than the 2'/Z" required by the product approval, but greater than 1". Where the 2%Z" edge distance is not able to be met, but at least 1" is available, I/4" tapcons may be used at a reduced spacing and increased quantity. Fasteners should be double the quantity as that of the respective product approval, but no closer than 3" o/c. The reduced spacing and increased quantity of tapcon fasteners will allow for proper attachment of the new doors/windows in accordance with loads prescribed by the Florida Building code 2014 ffVHV. We hope that you find this information helpful and should you have any questions please feel free to call on us. �e`oo�00000 o©® OOV 4 ®ew� Qq o�6oc° Z ctfu a ®®© 0 0 icia s, C. 0 m T EP° Le@ nc P9° © � m ®�C ENGr\ m® State o°I'1��lW ida p"' Registered Professional Engineer: #0077012 Certificate of Authorization: #009217 1599 SW 30t`Avenue,Suite 20 - Boynton Beach,FL 33426 - Office: 561-752-5440 - Fax: 561-752-5542 Miami Shores Village JUN. � � 281 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ��' Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ti FBC 201® BUILDING Master Permit Nodj! , PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL OPUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP l, CONTRACTOR DRAWINGS JOB ADDRESS: ST City: Miami Shores County: Miami Dade Zip: �J Folio/Parcel#: 1 3 Z OCO • C) 17 • 6 SO Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):,A eGtl) a FeAn rip Co ronci Phone#: 30-S-492-)50 Address: 't-l"9 Apr fOZ Sfi City: µ`lGlul� C)LL6 46 State: M , Zip:b'5I3'� Tenant/Lessee Name: Phone#: n �, Email: C l CONTRACTOR:Company Name: lJ.E— �IY1 PlD�yr�✓�7 SOC. Phone#: q_'S4�(Z`t"I I? Address: �0')O SW(� ')a G'i� R City:- low 0c) State: __F�� Zip: �J �2- Qualifier Name: WCLWL--e :1 ry t Phone#: State Certification or Registration#: (- AE7) C..CrX-Q1,�10 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: Q p / City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addition El Alteration ❑ New`` Repair/Replace F-1Demolition Description of Work: =u �6( (_e I I tet .,(T ''W`Jr\441� rS Specify color of color thru tile: ^ ��`` Submittal Fee$ ) Permit Fee$ 914V im CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ . (Revised02/24/2014) 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 permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I Signature a Signature OWNER or AGENT CONTRACTOR The foregoing instrument w s acknowledged before me this The foregoing instrument was acknowledged before me this 10 day of v c--2 20� by � ' I Q day of J _ 20- by CC�[o nGl who is personally known to c��Q ' r. �Qrye�,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did ake an oath. NOTARY PUBLIC: NOTARY PUB Sign: Sign: Print: A2 h4Q21-Q XIA&AI AS17 al— Print: t Seal: aG WY"&e Seal: aY. Np�lA 829279 ANTONIO HEWNDEZ _moo; FP°"", Y 3, 016 MY COMMISSION#FF 164915 :; 2 2 * -•; �` EXPtFkES'.Dumber EXPIRES: NotatH Pub�lc unaetwniers October 1,2018 ;�; eonaea ' 9Te 01" 9008d Thru Bu APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 1 ¢ �. THE APPRAISER Summary Report Generated On:5/22/2015 Property Information �. Folio: 11-3206-017-0850 Property Address: 499 NE 102 ST HENRY CORONA Owner JEAN CORONA Mailing Address 499 NE 102 ST MIAMI SHORES,FL 33138 Primary Zone 1000 SGL FAMILY-2101-2300 SQ w, Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 iYZ r. , Living Units 1 Actual Area 2,217 Sq.Ft Living Area 1,684 Sq.Ft Adjusted Area 1,935 Sq.Ft Taxable Value Information Lot Size 9,350.88 Sq.Ft Year Built 1951 2014 2013 2012 Year County Assessment Information Exemption Value $0 $0 $0 Year 2014 2013 2012 Taxable Value 1 $339,987 $317,421 $295,597 Land Value $196,427 $173,763 $133,797 School Board Building Value $131,193 $131,193 $145,970 Exemption Value $0 $0 $0 XF Value $12,367 $12,465 $15,830 Taxable Value $339,987 $317,421 $295,597 Market Value $339,987 $317,421 $295,597 City Assessed Value $339,987 $317,421 $295,597 Exemption Value $0 $0 $0 Taxable Value $339,987 $317,421 $295,597 Benefits Information Regional Benefit I Type 2014 2013 2012 Exemption Value $0 $0 $0 Note:Not all benefits are applicable to all Taxable Values(i.e.County, Taxable Value $339,987 $317,421 $295,597 School Board,City,Regional). Sales Information Short Legal Description Previous OR Book- Price Qualification Description 6 53 42 PB 15-14 Sale Page MIAMI SHORES SEC 4 AMD PLAT 03/22/2013 $0 28646-4306 Corrective,tax or QCD;min E1/2 OF LOT 23&ALL LOT 24 consideration BLK 92 03/22/2013 $350,000 28571-1526 Qual by exam of deed LOT SIZE 77.280 X 121 11/01/2004 $441,500 22843-2053 2008 and prior year sales;Qual by exam of deed 05/01/1987 $117,000 13294-3426 2008 and prior year sales;Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 5/22/2015 M- sN°.' Miami Shores Village Perm- ft Tx 'Nit>�dq�ts hutters 10050 N.E.2nd Avenue NE g 'Ol �i 5 t L t?;�T#tR+fJ ifQEtt1I p siwe?ki Miami Shores,FL 3313&0000 Of y m— � P Phone: (305)795-2204 It status;APPROVEt . 0: U4 16 Expiration: 12J23/2015 ... Project Address Parcel Number Applicant 499 NE 102 Street 1132060170850 Miami Shores, FL 33138-2452 Block: Lot: HENRY&JEAN CORONA Owner Information Address Phone Cell HENRY&JEAN CORONA 499 NE 102 Street MIAMI SHORES FL 33138- 499 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792-4415 Valuation: $ 29,876.00 Total Sq Feet: 00 } Type of Work:REPLACE 11 WINDOWS AND 3 DOORS WITH Available Inspections: No of Openings:14 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $18.00 DBPR Fee IflVOICe# WS-6-15-55956 $3.60 06/26/2015 Check#:20370 $257.20 $50.00 DCA Fee $3.60 Education Surcharge $6.00 06/12/2015 Check#:20369 $50.00 $0.00 Permit Fee $240.00 Scanning Fee $12.00 Technology Fee $24.00 Total: $307.20 In consideration of the issuance o me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict c formity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I a um e responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICA PL ING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING'POOL work. OWNERS AFFIDAVIT: I ha all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni horize the above-named contractor to do the work stated. - June 26, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 26,2015 1 s •� !® cui:)Cj a Specialty Engineedng Consultants,Inc. ��taEFr. Wind VelocBes In South Florists n 5 1599 SW 30 Avenue,Suke atRO i�'` ri, �.- Boynton Beach,FL 334326 a Dade Bron wani Pelm Reach a n FL.CA#009217 y. Rink Cm.1 165 I-SG 136 Iow risk to humans 1'arms shed. 5 Risk Cit.2 175 170 170 Single Famil Reaid,an;cs pr Risk Cat.3&4 196 180 180 1 3sa u.1 Faciliti- -t - P q h (GCP-GCP i� Intstuctions and limitations of Use 1 charts Provid wind Pressures based on the mean roof height And shall not exceed 80'-0'. 2 Desian Pressures are for an enclosed builin (a Is or other hn d resistance Protection required). V(mph) 175 1620 FRC for I IVRZ,or Fig 26.5-1 a 3 User shall detannhte the mean roof he M Eave h ht+Roof Peak Risk Category 11 Table 1.5.1,page 2 4 End zone distance Is the lessor of 10%of len 10%of vddth or 40%of the mean roof height and not less than 3'-0' FIP- C Section 26.7 5 If 50%of a com neM Is N e rticular zone then that com neM Ia considered to be In zone wit the majority of the area.If questionable then lace In Zone Kd 0.85 Tabic 26.6-1,page 250 8 Eech component,wOWow door multlon hese tribute area Stet is area to be used.Area of war nenta to rounded down but shall not be less than 10 s1'. Kzt 1 Figure 26.8-t,page 252 7 For NOA•a that require a Kd-1.0 then muI the values Wed herein 1.18. GCla 0.18 -0.18 0.55 8 Wmd res are based on Allowable stress d n. pneh of reef 3112 140 . 9 D n ressttres tlsted heroine vatld for res B etM C and exposure D.max roof height 30 tlxta 14.0 degrees 10 Charts and values paled herein are only vatld when Ga McDou le PE#56214 or Mark LeBlanc PE 035883 11 Wind d n assures are calculated N accords wlth ASCE 7-10 Method 2 12 INo reduction Is taken for slopes less than 10 deft-11. Area of oom I Area of com trent Arca ofooanponent Arcaofeamponent Area ofcomponent Area of mm t Ares of-poneal Areaof co t Area of cwn t Aronof com t Ares of com t 10,0.f 15.0 sf 20.0 sf 25,09 30.0 s1' 35.0.1' 40.0 at 450 sf 50 0 sf 55.0 sf 600 sf Mem Rmf I lei t 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 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 IS 43.4 -53.6 42.2 -51.3 41.8 -50.6 41.4 49.8 41.0 49.0 40.6 48.3 40.2 47.5 -39.8 46.8 -39.4 46.0 -39.0 45.2 -38.6 44.5 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 41.6 49.7 41.1 48.9 40.7 48.2 40.3 47.4 -39.9 46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 44.6 -55.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 40.4 47.2 40.0 46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 43.5 -52.6 43.0 -51.8 -42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 -40.9 47.8 40.5 47.0 40.1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 -04.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -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 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 46.6 -57.6 45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -04.0 -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 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 45.3 -54.8 -44.9 -54.0 1 -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 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 46.2 -56.2 45.8 -55.3 1 45.3 -54.5 -04.9 -53.7 -44.4 -52.8 -44.0 -52.0 1 -43.5 -51.2 43.1 -50.3 42.6 -49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 46.6 1 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 -04.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 1 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 -47.0 -57.2 46.6 -56.3 -46.1 -55.5 45.7 -54.6 45.2 -53.8 -44.7 -52.9 -44.3 -52.I -43.8 -51.2 43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 026 0-48.8 -60.2 47.4 -57.6 47.0 -56.8 46.5 -55.9 1 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 • • 0.: • 5.3 615.3 •• 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 •••••• 27 49.2 060.1 047.8 -58.1 47.3 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43.6 -50.3 • • .7 4.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4. 40.4 39.9 39.9 ••• • ••••0• 2i 419.5 061.2 0-08.2 -58.5 -47.7 -57.7 -47.2 -56.8 -46.8 -55.9 -46.3 -55.1 -45.8 -54.2-. 45.4 -53.3 -44.9 -52.4 -44.4 -51.6 -44,0;;:t.;-50.7 •• 0 46.0 �{��•••44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 �40��, 40.2- 46.29 -49.9 -61.6 -48.5 -59.0 -48.0 -58.1 -47.6 -57.2 -47.1 -56.3 -46.6 -55.5 -46.2 -54.6 -05.7 -53.7 -45.2 -52.8 -44.8 -44. 51.10 6.3 .3 • 44.9 44.9 44.4 p ��9.7,. _q @il},� 03.4 43.4 42.9 42.9 42.4 42.4 41.9 4L9 41.4 41.4 40.9 qqpp.� g03si •f0.3 06! •••.48.9 -59.4 -484 5�L' G-4?q -$J/.6 7.4 -56.8 -47.0 -55.9 -46.5 -55.0 116.0 -54.1 -45.6 -53.2 -45.1 °�'s454.6 ��S • • s_e 0000• • 0000 M d(711 Shr es vill! In 1V0 0000•• • • • • • • 0000 '• `'`627_x' ...... C _T" ° • 0.00•• APPROVED BY DATE s ' . • • �IUIV, 12 2015 �=�Ar • 0000 •• ZONING DEPT .000.0 .•.. _ - i •....' BLDG DEPT S UBJECT CO CCMPL L414CE 1MM ALL FEDERAL, i L STATE ANO CGUWIY RULES AND REGULATIONS MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:499 NE 102 ST MIAMI SHORES FL 33138 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/ No 1 DOOR 14-0303.09 +75.0 -85.0 +40.1 -43.4 39 3/4 x 813/4 NO NO YES 2 WINDOW FL16736.2 +60.0 -60.0 1( 1101/8 x 491/2 .�. .l, •�. 3 FL16736.1 1, 1( -53.6 73 x 491/2 �. .l, •L 4 FL16177.1 +70.0 -70.0 35 3/4 x 491/2 .j. .�. .�. 5 -43.4 35 3/4 x 25 �. .L •(• 6 -53.6 35 3/4 x 491/2 7 8 DOOR FL14850.1 33 x 80 .�. .L .�. 9 1l FL11103.2 +60.0 -60.0 138 3/4 x 79 3/4 .� .�. .�. 10 WINDOW FL16177.1 +70.0 -70.0 .L -43.4 517/8 x 37 .�, .), •�. 11 1L 1� 11. 1� 35 3/4 x 25 12 35 3/4 x 491/2 13 .j. FL16736.1 +60.0 -60.0 .l• .l• 73 x 491/2 J. •�. .L 14 FL16177.1 +70.0 -70.0 .L -53.6 35 3/4 x 491/2 .(. .�. .�. sees.. sees.. sees sees. ... eseeee sees .. a sees e sees .. sees . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... FHA- DIAGRAM SKEET Florida • •• • • • ••• O�lorsao-3ci-aprm�•c3cav�s•eZt MEASURING TECH MEASURE DATE ••• • &ftmh$=E ••• FF{A LEAD NUMBER TYPE OF Mdt t lY ROOF F{E{QMT FLOOR NUMBHt TOTAL#OF FLOOM ctoeovsr X508 53 ,�ovS� /.3.s Y � Soo • •• ••• •• e T! +—• i �• t .... .....IL • •—i —_.. — ( ; �t ,fie— .—I ---_ F ! . » ; —��.� SL _�..._,'.-:—.:fes � � _.—... ._�• _.� _.— __ ------ - - ---- - 1..�.•_ 1 t — F � � _ F f Florida Building Code Online Page 1 of 2 } U . ,_.._...,.,3 ._ - .. ..- .. _.. _"^s- �:- .' _. s,.�,..�.... .s -may l.,F. o_..�. a..-. _..�.,zx•.. _, �iq.l?+'71'1:14 EM Home ' Lag In User Registration Hot Topics Submit Surcharge Stats&Facts PdAiCatlon5 FBC Stag .SCIS Ste Map Links`Search Business%, "rofessio'hal i�dccUser oval nn y Product Approval Menu,>Product or AooiimMon Search>Aooti®tton L.tst>App6®tbn Detail FL# FL16177 Application Type New Code Version 2010 Application Status Approved Comments Arthived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws,a Technical Representative Brian Tenace Address/Phone/Small 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy — Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 dedy@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or licensed Florida Professional Engineer 1,1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Lucas A.Turner developed the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 05/17/2016 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received •• ••• • • • • • •• Certificate of independence FL16177 RO COI EvalReo CWS-812A f6iH-84;,Ifiosct!'3Z163!• NOSillAnch1mcif •• 0*; •• • • • •• Referenced Standard and Year(of Standard) Standard 6 see *soyear AAMA/WDMA/CSA/101/I.S.2jA440-q8 •• i *01 ASTM E 1300-04 •• • • • • • 200 • • ASTM E1886-05 000 • • • 2065 • ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf Ln�AXflb ..•:V1V253 Florida Building Code Online Page 2 of 2 ASTM E1996-06 2006 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/31/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/26/2013 Date Approved 04/09/2013 �- of Products -- -- IFIL 1111011odell,Number or Name Description 16177.1SH-8100 PVC Single Hun SH-8100 PVC Single Hung Im Resistant window. Kiln m of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 RO II CWS-812A(SH-8100.Impact.53x63. i Approved for use outside HVHZ:Yes Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:+70/-70 Created by Independent Third Party:Yes Other:SH-8100 PVC Impact,Max.Fl.size 35,no sill Evaluation Reports anchors required.Safety glazing required on outer lite FL16177 PO AE DuPont PVB NOA 11-0624 01.pdf above 30 ft.in HVHZ. FL16177 PO AE EvalRep CWS-817A(SH-8100.Impact. 53x63,N SillAn h'. f FL16177 R¢ AE Mikron NOA 11-0830 09.o IF € Created by Inde endent Third Party:Yes Contact Us::1940 North Monroe Street..Tallahassee FL 32394 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privaa Statement::Amesslbllay Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this emits.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. 'Pursuant to section 455.275(1),Florida Statute,,effective Omer 1,2012,Ikertsees licensed under Chapter 455,F.S.must provide Nle Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455,F.S.,please click hgl3L. Product Approval Accepts: RVII WEEK ._rc •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • •• • • • • • •• • • • •• • • •• • • • go ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org/,nr/pr app dtl.aspx?param=wGEVXQwtDgvyf4nVMI •...•:4/1Z?/2?A3 URNER 2080 Mauve Terrace North Port,FL 34286 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 812A January 3,2013 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 613/4" unit size,+/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 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). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-812A,signed and sealed by Lucas A.Tamer,P.E. 2) Test Report NCTL-210-3815-1A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203-94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/l.S.2/A440-08 3) Supplemental Calculations to support CWS-812A,signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-812A. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-812A • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) —Air—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 flame 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. 41 ,� �, sr •i• •�• '•• '•' Y • ••• rte. :* .�. .O'. STATE OF ,` iY• Lgjas�•'funler,V.E': _ Ft t ; �`,*'�• • FL VE#58201 Go • .x 'OW-t: 01F40'Ob1A�t: lswoas Turpgr ; •;• 2013-MI-M:%41:05.b&.: •• •• ... . •• • .... . . ... . . N SINGLE HUNG ELEVATION (LARGE MISSILE IMPACTI PVC IMPACT REQUIREMENT: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION. MAX OVER ALL 2.GLAZING OPTIONS:(SEE SHEET 3) FLANGE WIDTH 97 718'MAX UNIT WIDTH 3.CONFIGURATIONS:"OLX". -IMPACT: PVB SASHnMPACT HOOK 47 11718'GLASS DLO 4.DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE -- - 7 AND GLASS TABLES ASTM E-1300-04 83" I j 1 8.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE MAX I I DESIGN OF THIS PRODUCT.SEE SHEETS 6 8 7 FOR INSTALLATION DETAIL. O1�RALL WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR FLANGE 7 CALCULATIONS. HEIGHT O eGLASS $.PRODUCT APPROVED FOR IMPACT RESISTANCE. LO 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT MAX I I USED AT FIXED MEETING RAIL AND JAMB. UNIT HT S.SERIES 1 MODEL DESIGNATION SH4HOO. 9.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED 1 I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS 303/16' I I 28 7WRESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. MAX GLASS SASH HEIGHT OLO 10.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:X=OPERABLE I X SASH;O=FIXED SASH 11.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 4511 18" GLASS DLO 48 318" MAX.SASH WIDTH • •• III • • • • • LUCAS A.TURNER,FL P.E..58 •••••• 4D1A RECONFIGURED 9!2012 10116112 0060 •• •• • i•i••i DESIGN PRESSURE RA3ING ,,,`,�tt�C.L! N1+ �r+, • •• •• B�e OF�GOYTENTS •••••• 4`�O TA '•��G£NS `•�v:�, lu'tNnOw's fl o0rms • •• • •• •••••• '0 it No 58201 '�P� 1900 SW 44TH AVE. • GENERAL NOTES&ELEVATIONS....1 _ CALA,FLORIDA 34474 • •0 ANCHOR C 4U�S&NOTE^!.!..12'• Lucas Tumer �9; et� GENERAL NOTES&ELEVATIONS•LARGE MISSILE IMPACT LAZING L' •.............. ••.�• 2013-01-0313:40-05:00 y.� % , SrarE of CTION VI ... 4 ��` .O 40 :n r i s •• oS a 5100 BAT 0$/18/2012 • RUSIONSiB.O.M............•.••a6•• PROPSEWYANDCOMRDEuraL 1J31Z013 '�.$".,CORt,OP'G�=.� 1 r INSTALLATIONDETAIL..................a 6.7 'RIEINFORMATION CONTAMEDINTMS DRAVANQIS'THESOLEPROPERTY OFCUSTOfA y�.Ss -`'PVCSENGiEHUNG NTS CWS-M12 41:4••• • •• 000000 WRt-WN PERMISSION�OFCUSR OMM'WINDOW SYSTEMS,INCRoDuclioN IN PART OR. PROHIBITED�� ',a�N Anti+t . ee`.I.FTI''R- A 1 OF 7 wow• • • • •••••• •••• 0 0 J S'MAX MAX—tel A SEE NOTE 2 MAf 8"MAXI 1 r, I 1 1 O1 1 1 1 INSTALLATION L 1 1j ANCHORS(TYP) 4�f I I I 10112° MAX O.C. SPACING(TYPJ •• ��St • • • NO ANCHORS REQUIRED IN SILL A •• i INSTALL ON?AIWR:AT EACH4,O'-CATIO%AS SHOWN. NO ANCHORS REQUIRED IN SILL • 2.SHIM AS REQ'D AT EACH SET OF:W:4 6 ION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SEAM STACK TO BE IW FOR MASONRY OR ANCHOR LAYOUT-(EQUAL SPLIT) • WOOD,AND 118-FOR METAL.USE SHIMS WHERE SPACE GREATER THAN 1AW IS PRESENT. OElf1- �C�r1 L Hoar RUFRna •• ••• •• • •• •• • 3 SIfi�S�HALL BE-C,,Ng,r,,TED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. •• to"DIA ELCO ULT N MASO YfNCCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU OD BUCK I ONRY.A MINIMUM EDGE DISTANCE OF 2 12",IN ANY DIRECTION,SHALL BE ACHIEVED. •• 9.fit WOOD SCREW ANCHORS MUST BE aF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3M-INTO 2 BY WOOD BUCK.A MINIMUM • ED(JE DISTANCE OF 718"SHALL BBifiCilWWW IN ANY DIRECTION. •• • • 9.1�-181TW'�K�IQS�F�ORSMU94'6COPMFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. • 7 ALL INSTALLATI IlAkCHORS M STp�� OE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN •• 49*WACT WITHO"SURE TREAT PIW�MUST BE PROTECTED TO PREVENT REACTIONS. S.INSTALLATIO10AN000RS 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. LUCAS A.TURNER,FL.P.E.,58201 A RECONFIGURED 912012 10/18/12 0,INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ��t11Urr1rrt.� A WOOD-MINIMUM SPECIFIC GRAVITY OF Ga0.55(SOUTHERN PINE OR GREATER) B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3192 PSL ,�04rr`3.��Gk w",q';..P�,�, :1NNDU41'S AD(m� C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). D.ALUMINUM-118"THICK N1lN.,8083 T6 MIN. =v:• No B82O4 �. �•, 900 SW 44TH AVE. E.STEEL-.080"THICK MIN.,33 KSI MIN. #t * _.* FLORIDA 34474 10-SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE VS- ;�'� I LE'ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS %13�. STATE OF U/ ,N;Ey _ .Hvvv za . FMA/AAMA 100(FIN 4t9NOD'NS), 1z �• �" 6190 BAT 06!18/2012 FMA/AAMA200(FLANGEWINDOVIS), nieicr=oanwn�NccNrnNeoOiNNTHSR MOlARY XM O9 HE 90EPROP�ri7YOFousroM�0113 ,,��yFSat�QR10 'b��s`+ -''-1-PVC SINGLE HUNG '-: NITS ':CWS-812 FMA/A MMAWDMA 300(EXTERIOR DOORS). WRI�w PERM�or OFArw ouov�NODOW S IN PART INC Is PRo>aialTED IOIRiHE '•.�S�ON A.�1yQ*%� G-.r.t.E 2: A `"' 2 OF 7 O 718'OVERALL 718"OVERALL 11W ANNEALED OR TEMPERED 116"ANNEALED OR TEMPERED 7118'AIRSPACE 7/18"AIRSPACE 8118'LAMINATED 5/18"LAMINATED 118°ANNEALED 1/8"ANNEALED .090`DUPONT PVS INTERLAYER .080"DUPONT PVS INTERLAYER 118"ANNEALED 1/8'ANNEALED 4 SIKAFLEX 552 OR PURFECT GLAZE W 4 SIKAFLEX 582 OR PURFECT GLAZE W Y 7-1 1 112•GLASS BITE 1/2'GLASS TETE 6 0000•• • • 0000•• •• ••• •• • •• •• • ••• • •• 0000 •• :•• • see:: FIXED LITE(EQUAL SPLIT) SASH LITE .0000• • • • . 9996 •0000• 04.. ... . .. ...... .... . •• •00• LUCAS A.TURNER,GL.P.E.,68201 A RECONfIGUREO 912012 10/18/12 y',{{�IRS W+',r ti.� P�C fijiso po.rCEA •G b F'..�� r.. l WINDOWS DOOR4 a� No 58201 P L 1960 SW 44TH AVE. CALA,FLORIDA 34474 :CC t 'GLAZING DEATAIL-LARGE MISSILE IMPACT Z ZZ1� GTATE OF :4Q: ; THE MFORM4PCW ccMTafNEDS PMETA YAVD COWID �rROPeRrro 2013 0*. 810D O F%o G��+~ L 8100 r., SAT .o'7 08118!2012 IN THISS N �+ PVC SINGLE HUNG ' NTS CWS-812 ymcow D R1965i0N0.AWRE TICINN ODUCARTOR�is� OUT THE •ip��ONA�{E{�� _k,.;..tier : A .n+-ei• OF 30F7 INTERIOR ' 0 14 EXTERIOR i 1 48 1 , EXTERIOR INTERIOR 3 4 1 14SECTION B-B NOTE LEFT SIDE SHDWS FUM LITE CUTAWAY, RrOKT SIDE SHOWS SASH CLITAWAd !, • •• ••• 0 •• • *see • • a0 0 NOTES: ITEMS 20,25,28,36,37,44,81,5Z, •• ••• •••1® • •• 10 55,58,64,67,88 ARE USED BUT NOT SHOWN • • • FOR CLARITY. ol ••• • • • 114, ••4 ••• 1 • • • �1 Q-t•'� T l/ • •• LUCAS A.TURNER,PL P.E,68201 A RECONFIGURED 8/2012 10/18/12 3 � DREW SECTION AA e�•��0GEMg'jGp''�, (EQUAL SPLIT) .*vJO.'��.- �'•'�t+� — g7NIT S Z r� tea B8201 V.� 800 SW 44TH AVE. CALA,FLORIDA 34474 Lr SECTION VIEWS.EQUAL SPLIT,LARGE MISSILE IMPACT OP ;14: 3/2013 TNEfPoFQ4hWTICNJCCYTAIP 1812012 pQPNETARYANOCOK IN THS DRAWING o�Pr+oPERttoI Y+F�O� .r. PV SINGLE HUNG sc:.:8100 NT3 O�CWS-$12 WINDDOWSYS EMSiBCZC.ANY REPROOOUMON PARRTOIRRAa PR�IT'AIT ouTTHE `yip�ONA"�p�`� EV LF—EP: A .._ OF CUSTOM WINDOW 4 OF T 3118° PRAMC OMNIS Rem# Part# Dserrlptlon Vendor matef 23x10" t 15116• CONSTRUCTION 1 H-6031 Main Fr.,8H,wlFlg., Heed Wkmn Vinyl 1118° u1e• i 2 H-6031 Malo Fr.,8H,w[Flg.,PVC, III WI(ron Milo 1 "� 6 1/18° 3 H-8031 Main Fr.,SH,w g., ,L.Jb. Mtkron Vinyl 2 I 1818" 4 H-6031 Win Fr.,SH,*1119•,PVC,R.Jb. IMkron Vinyl 3 1 p/8• h. 1 2314" 8 8.1577 Impart Hook Keymark Alum 4 8 H-6027 ash Meei.Fl.",PVC kron VIny1 Q inva -Lugo 9 H-1497 Reklt.Sash Meet.Rall Keymark Alum CORNER WELD(ALL SIDES) 10 H-6028 Soeh Bottom Rail,PVC Won Vinyl PVC SASH MTO.RAIL-0027 PVC SASH STM.RAIL-SM 12 H-6004 Sash Sidefrop/Bot Rail Wkron Vln PVC FRAME FLANGE4031 1 S-1488 ROW. .S.R FF 1118° 14 S•8064 Gtz Bd.,7J8",F*,,Horiz Mkron mrry! 7 15 54064 Glz Sd.,7B",Fxd.,Vet lrAkron V1n 1118" 718 7 16 5-8084 Giz ad.,7J8",Sash,Horiz Mikron An 1 S-8C64 Giz So.,7A1",Sash,Vert Akron Vint'! 1 1 16 5-8013 Scm.Adept,wMib,PVC,Horiz M1kron Vlnyi 314" a 1/8° 1518' 1 5116° 19 55014 Scm.Adapt,PVC,Vert Mlkron vino PVC GASH STOP-8026 20 S-5029 Sash StopIRIfer,PVC,Vet n Vin 23 4698 Relntoreement,SBR Keymark Alum 18x18 �lfllv +m'/13 24 P-2190 Balance Bal 1 1311&" 25 P-3059 ash Oam.PVC B I Plasde REINF.,S.B.R.-1800 112" PVC SASH SIDE RAIL-004 FIXED MEET NG RAIL 1196" BCRE4VED TOGETHER 26 P-3048 Take Out w 1p B§_ SS ALUM 0063-TB WITH OUTER FRAME 27 P-3783 Lock Impsd PVC Interlock ALUM.FIXED RaR•1836 REwF.B.B.R tS.S.R.-1400 ALUM 6063-T8 ALUM 6063-TB 28 P-4089 Keeper,Impact, VG Interlock Zamec 30 P-3215 Wasp CoWwlFlop Geer Plasto 1 32 P.V296 Wg.,0270x.87back nseal,Gray Ultratab 12" 118• • 3d P-3409• V* .,0.270 x087 b"FlnSsal, a Uitretab L6/18• •• P-3429 Ws .,0270x!18749ackWSeal,Grey Ulaetab 1 1 � 9 • 35 P�1 .,0.270 x.1 back Seal,Gray UlVafab 1 1!8'`I •• •• P34l9 IP.,0270xd87 back RrlSeal, req Ultratab I_Lp �" u18 • 37 P4636 #6x2-12 PH 1Wod.§FfWsPFype A.TEK2 Fastanal Steel -• 1116• 1)18" • 38 P-3786 C8x0.825'Ph Hub city Steel PVC SCREEN SUPPORT-0014 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-8063 REINF.SASHMTO.RAIL-1497 •• a 63111 P40511W N8 n1.250,Ph FliTiK ylgt Hub Clty teal ALUM 0063-T6 -0 W /4 Fli P !1!8 ead,Ttr,Wnt Hub city teal •• • 44 P-3342 Seem Sealer, Schnee /" I•-114" • 415 P3752 Ce PIug.12"N•I••• M&M on 0 3118" • P ex552o urtectGL9m"H" SlkalHenksl 0 �0 70° 0 •• ••46 P 2 Set Blk.,85 Dur.,1 x "x g• F.Lowe Rubber • P3881} empcmrytbb(RI ,®4) 7N' / 1 1 1 -3• -j -•��112' •: ••53 P a e 0& LBIZtI Pro Label u18" 8" 3 Fbas Me BZIng PVC GLAZING BFA0.600d •• ••W P car Dumseal 8" SCREW SUPPORT-3113 62 P41215 Srgen Frame,HDIM Allmetat Alum t 83 pu9ff Ifteery Frame,Vat Allmetal Alum 1+15116' B4 1 Screen F mo Omar ay Allmetal P ea o WCAS A TURNER,FL.P.E,SaPOi A REGONF)GURED 9!2012 30116112 IMPACT HOOK-1577 I+7/8°� ,, 1p1DF'.�.W !, 65 P-3581 Screen lath,lax 18 FID lass Beftervue Flbarglasa i as _ ALUM 8083 TB � �� c +�+ 87 P-3029 Screen PullTeboon i65Dia.,Bik SUMMR Alum 8116" +``��gr'OEMS'r�'p�I- croon spring, seen i�+I{+-1118" `�,�V,+"~, C '.�� 1t7Nurnt'SR Oi7OR5 70 P-3113 Screw Supportfor PVC T.Plae6w ylon v� No 562©'1 z rt: 1900$W 44TH AVE. REINFORCEMENT, 71 H-1838 Aum.Fixed Rei Keymark Alum AIMPACT UM 063-TB HOOK1112 '*: * * CAL-,FLORIDA 34474 72 S-13063 Cover,FM4d Rel Mucron Vinyl a t ;Lt'` EXTRUSIONS 1 B.O.M.-LARGE MISSILE IMPACT 73 5.1112 Re,MOrCamertt,Im pact Hook Keymerk Alum Z i�0)t• STATE 4F C��d'a .;� -"8100 •�� BAT . 0811812012 74 1 #8 x 112",Ran Head,TE Featenel Sleet PROPRIETARY AND CD�DENTAL 1!3/2013 11 *-" O P.tee`. THE INFORMATIONCCIJfAiNED INTHIS ORAWWN*IS THE SOLE PROPERTY OFCUS'TOM �i+'�S•...R�....�4�ji Lll�.�.PVC SINGLE HUNG '�"`` NTS -�� 110:CW$-612 NOTE: ITEMS SNOT USED ON THIS PRODUCT '57-61 ARE vm�vCWISSiON OFCUS�WINDO WINDOW SYSTTEWS.INC.rs PRo�E�our THE +i++1Ory�„ t►�� ','t. TF.: A 5 OF 7 INTERIOR FINISH 1-IS:MIN.EMBEDMENT i VW MIN.EMBEDMENT INTERIOR FINISH BY OTHERS [CJ [01 INTERIOR FINISH SEALANT BETWEEN SUCK BY OTHERS CONCRETEtMASONRY 'r . r} C.A. 8Y OTHERS •C AND OPENING BY OTHERS 1k°MAX SHIM 1!4°MAX 6HIM BY OTHERS .y.,••P F PI IBl r•{'t►• D INSTALLATION ANCHOR,3118"DIA • •4•4 0 r A► 2]/2' MASONRY SCREW W MASHER • 31@.MIN.EDGE DIST. (MIN EDGE DIST.) THRU SCREW SUPPORT A 1) ICl • . v 101 .•.. erer CONCRETE/MASONRY s' • s.��s a a. a :•o '• +tM. • A 4 a BY OTHERS +'y.�'pt a• a • e. .S°.• (MIN EMBEDMENT)[C] .a�• a '-3 i•► EXTERIOR FINISH •' ° ° '� A INSTALLATION ANCHOR, BY OTHERS 1 BY BUCK yQ .A '4•A 0 r►r 410 WOOD ANCHOR gy pq}{ERg (MIN EDGE DIST.) 4 WINTEGRATED WASHER PERIMETER SEALANT IAl .s 4". •e. , 0►n"THRU SCREW SUPPORT BY INSTALLER ry 114"MAX SHIM •• d {•C{ ,t.A.a:• •► 2 BY_ SEALANT BEHIND FLANGE IBl rF. JAMS W FRAME (ra;,°'ri••(L 4, BY OTHERS BUCK BY INSTALLER 1 BY WOOD SUCK _ By OTHERS SEALANT BEHIND FLANGE SEA LANTBEHINDFLAIN �I BY INSTALLER BY INSTALLER SEALANT BETWEEN PV EXTERIOR FINISH BUCK AND OPENING WINDOW FRAME BY OTHERS PERIMETER SEALANT PERIMETER SEALANT BY OTHERS HEAD INSTALLATION ANCHOR,311&"DIA. BY INSTALLER BY INSTALLER ' MASONRY SCREW wNVA8HER f�HORIZONTAL SECTION B ORERRS NISH THRU SCREW SUPPORT FRAME(MASONRY) [C) HORIZONTAL SECTION FRAME(WOOD) • • • • WINDOW FRAME CONTINUOUS DOUBLE 311W BEADS OF TREMGLAZE U1&CO SEALANT •••••• SILL •• *00 • • • • x .FR MEAN BU AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN • • • • SEALANT BEHIND FLANGE FRAME AND BUCK BY INSTALLER. • •••••• BY INSTALLER • 1/4"MAX SHIM •• ••• MRNDOI!FRAME •• •• PERIMETER SEALANT 191 • SILL• • • • BY INSTALLER REFERENCE NOTES: • • EXTERIOR FINISH D °' °• ° o ° D —� IAJ SEE NOTE 9,BHT 1 • 000 •••••• •• • BY OTHERS p +� jej SEE eEE NOTE 2&i,sH7 a CONTI• • • • • 'OD.Q D•� •• •SMkANT BEHINDFLANGE TREMONUOUS LAZE U16M SEALANT E 3116" ROUNDF ♦ D ► % s ° ►• ♦ °` °p e• ♦ [D3 SEE NOTE B,8HT2 • BY{N8TALLER PERIMETER AT ALL INDICATED POINTS D' ,D°•e►D+ D D D D D D D D D •• ••• �� •• •• BETWEEN FRAME AND BUCK BY INSTALLER. • °�Dy D.`•°DD `° "• ° ' D•�° D•�° • PERIMETER>3 • • D ♦D D °D. D. ° ° • BYINSTALLER • 114"MAX.SHIM ° ° D ♦D ♦D •• • vol E)(TERIOR RN13 i ••• BY OTHERS 0009 - � �.._ CONCRETEIMASONRY LUCAS A.TURNER,FL P.E.,ao201 A RECON a4 •�a. —� BY OTHERS FIGURE09l2012 10118112 's• • 911E STOOL i a: ••P.•a•ss. BY OTHERS aalLtll711lYfry•r�` - • s• 4•a, p. •a, p" s a, A . ,o•s,• /BIALTERNATE PRECAST BILL DETAIL `a*a PyyI�REIq+j ri�r ;s a a s • e a a•> USE SOLID WOOD FRAME(MASONRY) ,4i p*,r'�O E fJg'•GQ ry a ••a„•• • • s ,• a.• ,• •a SUPPORT TO MAKE G; V S a'L+y INNIIONS&Dl70AS s. s. s, a' s y;a • o. •s s s a SILL LEVEL BY OTHERS C"Z5•' No smi } 1900 SW 44TH AVE. •s •• •a o: `s•e� s. •g► .y••s� .. :*� * i*S CALA,FLORIDA 34474 CONCRETEWASONRY g•ti: ;!t: ION DUAIL FRAME- By orHERB .�', .rTI��' STATE OR =�� acFs:,: ? ;,e•'e • - .'. r. HIGH STRENGTH vRwAIETARY AND COFFIDEMTKt 1/3/2013 ”+r'n _ 8100 "SAT 06/1812012 STRUCTURAL RTICA TIONTHE INFORMrON^_ONTAINEDINTMSDRAlMNO15THEfi0I�PROPERTVOFCUSTOM riFS+ ORI�,.•C♦`� ,t:n�_P'• CAL SECTII GROUT BY OTHERS FRAMVERT(E(MASONRY)ON VANDO SYSTEMS INC ANYR0 vnNCnCNINPAIRTORASS�HLEL OUT THE rrrONAa PVCS)NGLEHUNG -,�.Ll;r.-� y�c.. CWS-812 6OF7 118"MAX SHIM INSTAL LAMON ANCHOR, ID] #10 SCREW 101 Irl PERIMETER SEALANT BY INSTALLER 11W MAX SHIM Q SEALANT BEHIND FLANGE SYINSTALLER WINDOW FRAME WINDOW FRAME HEAD _ PERIMETER SEALANT JAMB INSTALLATION ANCHOR, BY INSTALLER 010 SCREW 1C] SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION •• ••• • • : I On FRAME • •• ••• •• • to •• • • • • • REFERFSlCE NOTES: • ••• • •• •••••• • • CONTINUOUS DOUBLE 3118"BEADS OF TREMGLAZE U10U0 SEALANT • ••• • 0000 OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN [A]SEE NOTE 9,BHT 1 •••••• • • FRAME AND BUCK BY INSTALLER [B]SEE NOTE 283,9HT 2 • • • • •••• M SEE NOTE B,BHT 2 •• ••• [D]SEE NOTE 9,BHT 2 earlose •• ••• • •SEALANT'BC(11y14FjryN$E-� 118'MAX SHIM • • • ByINSTALLER T • •00• •• ••• •••• • • • • •••• PERIMETER SEALANT BY INSTALLER 1D1 LUCAS A.TURNER.FL.P.E.BB2pt A RECONFIGURED 912012 10/18112 `111111111off" 1pLOR—c 1' R'w 51'INDDIIS R ODORS VERTICAL SECTION ♦J.� v! No 58X1 }-p L 1900 SW 44TH AVE. * * CALA,FLORIDA 34474 rITLE- L9Z 57HTB qR Jw+ - R C � PROMIEMARY AND CONFIDENTIAL I 13 ++Od�%''p1 0 R r�C '�� }LC•8100 11_`L .r.BAT 0611812012 ANINFORMATION DOWS STR INC A i�vD�oo ICn°u NPAARTORASAWWI4o�OF LM� °O•°i Si®pFA6-1c�it�`, PVC SINGLE HUNG NTS CWS-812 WRITTEN P6RM�SSION OF CUSTOM NJIYDOW SYSTENS.INC.IS PROH�BRfD. ��++alrrnn�laa `:L"' E�+.: A 'IrEF-' 7OF7 Florida Building Code Online Page 1 of 2 4 # S 4 � ' k .-`✓'t menBUS i` BCS Home Log In Use Re Whatlon Hat Topics Submit Swdmrge Stats&Farts Pubbmbom FBC Staff i BGS Site Map Lbft Search .' r, Busines � -�i, ;Product Approval Professi � iia Pub3cUsar Re.o r�0r Ire Product Aaorovel Menu>P_toeutt or Aoolfcatian Search>AooHention List>AppHmUon DeWl f i ° = FL# FL16736 Application Type New Code Version 2010 Application Status Approved Comments Archived [] Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre## Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 MLaFevre@)oAfs.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 cledy@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method 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 PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 03/01/2020 Validated By Steven M.Urich,PE ® Validation Checklist-Hardcopy Received Certificate of Independence FL16736 RO_COI EvalRen CWS-871(HS-8200.74 x 63.IMPACT").odf of ••• • • • • • •f Referenced Standard and Year(of Standard) Standalb •• Year 4MA/0 4/(•SV0VI.4S!4A44E.8 2008 •%ST14 MOO-" • • • •• 2004 ASTM E1886-05 2005 ASTM E1996-06 2006 ••• P1:A5 20r/Z,p,,*db• • • 1994 •• • • • • • •• • • Equivalence of Product Standards ••• • • • •• • Certified By ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• http:/lwww.floridabuilding.org/pr/pr_app 4tl.aspx`.pain=wGA-,tQwtt)qu$obl%2fTZm6... 9/19/2014 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2013 Date Validated 02/25/2014 Date Pending FBC Approval 02/24/2014 Date Approved 02/26/2014 Summary of Products FL* Model,Number or Name Description 16736.1 j HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes ,x§736 RO II CWS-871A IHS-8200.74 x 63. Approved for use outside HVHZ:YesM_�Afldf Impact Resistant:Yes Verified By:Lucas A.Tumer 58201 Design Pressure:+60/-60 Created by Independent Third Party:Yes Other:Large Missile,74"x 63",DP+/-60 psf. Evaluation Reports FL16736 RO AE DuPont PVB NOA 13-0129 27_odf FL16736 RO AE EvalReo CWS-&71A(HS-8200.74 x 63. IMPACT).Dd. FL16736 RO AE Ouanex(Mikmn)NOA 12-1017 02.ndf Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 RO 11 CWS-869A(HS-8200.111 x 63. Approved for use outside HVHZ:Yes IMPACT).ndf Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+60/-60 Created by Independent Third Party.Yes Other:Large Missile,111"x 63",DP+/-60 psf. Evaluation Reports 1!1-16736 RO DuPont PV8 NOA 13-0129 27.odf F1,16736 YO AE DuPont SGP NOA 1-0624 02.odf FL 36 RO AE EvalReo CWS-869A(HS-8200.111 x 63. PACT).ndP FL16736 RO AE Ouanex(Milvan)NOA 12-1017 02.odf Created by Independent Third Party:Yes Contac Us::1990 North Atonrpe Street.Tasahassee FL 37359 P_horhe:850-a87-1824 The Stare of Aodde Is an WEED empigyer.Copyright 2007-2013 State of Florida.::Frhmnt SMbmwr t::Acoassibllty Statement::Refund Statemerd Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not maid electronic mail to this entity.Instead,contact the*film try phone or by traditional mal.If you bane any questions,please Contact 850.487.1395.*Fursuent to Seriion 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address if they have one.The ematis provided may be used for official communication with the licensee.However emal addresses are public record.If you do not wish to suppM a personal address,please provide the Department with an emall address which can be made available to the public To determhre If you ane a licensee under Chapter 455,F.S.,please dick.. Product Approval Aooepts: "i�"Hlvt:—t..._. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • •• • • • • • •• • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• h //www.floridabuildin .or r/ i a•• otl.as x? aram—�vGrEVX wtD u8obl%2RZm6... 9/19/2014 �P� g �P P Pp_ P P Q q Tj j 1239 Jabara Ave. �.J North Port,FL 34288 ENGINEERING& Ph.941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 871A 2/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact (HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-871A,signed and sealed by Lucas A.Turner,P.E. 2) Test Reports NCTL-210-3887-1, -lA,-2,and-2A,by National Certified Testing Laboratories,Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02/04/05,ASTM E 1996`04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 3) Supplemental Calculations to support CWS-871A,signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-871A. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871A • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.27 • Requires Quanex white rigid PVC frame extrusions per Miami-Dade N.O.A. 12-1017.02 Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. RFE U201 � f`d t� Cr 2/24/2014 . .' srmv:or% i ..: '.1&. 0 ''-, . ' ' 1 , �" Lucas A.Turner,P.E. 46'r �'�` FL PE#58201 ••• • `•f: 0�P#�� '; (..uCds Tumer 2014-02-24 15:48-05:000 . .. .. . . . .. .. ... . . . ... . . H 'IZONTAL SLIDER ELEVATION LAR E MISSLE IMPACT PVC IMPACT RE{}UIREMENTS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE[FSC),CURRENT EDITION,INCLUDING THE HIGH VELOCITY HURRICANE ZONE MM. 7b 7/4• 2:GLAZING OPTIONS:(SEE SHEET 3) MAX OVERALL FLANGE WIDTH 3.APPROVED CONFIGURATIONS:"OX",7(0" 741 MAX UNIT WIDTH 4.DESIGN PRESSURE RATINGS: .NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM GLASS DLO A E 0 E-13 9 -POSITIVE T B 8 -POOSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E4300.04. 6.ANCHORAGE THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 64114" I —— — — ——— I 9116" USEPRODUCT. FCUR WAD ANCHOR 6- GOR ANCHOR DETAIL-WINDLOAD DURATION FACTOR Cd-1 A WAS MAX I OVERALL E t I I SASH 8.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED.THE IMPACT HEIGHT g I I O HEIGH! SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS T I 7 PRODUCT,BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING ••• F I I DEBRIS. • • •• • 6 •• I 7.ALL FRAMES AND VENTS ARE FULLY WELDED.SMALL JOINT SEAM SEALER USED AT FIXED •••: H i ••• : i I MEETING RAO.AT HEADISILL. 0000 6 • ••• MAX.• • • • � � 8.SERIES(MODEL DESIGNATION HS-6200. :**e Hp�• ••••• O I ` I S.Ix 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. 000 • • I •••••• II • 0• I I I I 10.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING:X=OPERABLE SASH,O+FIXED 0000 • • • 0000 I SASH ••• • • • • • •••• 11.SECTION CALLOUT5 FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR • •••• LOCATION. • • • 0000•• • I I / I 12.WEEP SLOTS+114"X 1"LOCATED 4"FROM BOTH ENDS • 0000 8B•I 4W I 0000•• Ij \V—� • • • • 0000 ••� — —— D 7 33° GLASS DLO 36 6116" MAX SASH WFDTH DESIGN PRES RE RATING LUCAS A.TURNER.FL P.E.U201 A CHANGED EDGE DIST FROM 1/4•TO 7115° 2/06!201 chom ww`` �IVDOWSMWS � ' Na 58201 y�9: 1900SIN44"AM OCALA,FLORIDA 34474 TABLE OF CONTENTS Lucas Tumor7 yp L /t t E GENERAL NOTES&ELEVATIONS•LARGE MISSLE IMPACT 2014-02-24 16:48415:00 x Z9. STAT6 OF .�+ yUa: RIES ADE Ate' -11H4/13 SECTGENEANCHIEXTRO ONVIEWS BI LI T.FRAME t)C-XO-&GLAZING»».....3.44 THEW WTION CONTAINED DRAYM ANYWRODUCTl9T�eaw�i PSIM OFCUSTOM ,`,,O�i�rS�aNA i��1,` ��PVC ORIZ SLIDER REv.LErreR NT3 a CW9 879 fNSTALLATIONDETAIL..........._.................................................58 WRmENPERM]ikc 6a CUSTOM W"30WSYS MS.ING.ISvaol,rerrED. 4�,�ftfolitt A IOFB > 4(SHEU4) MAIC CENTER ENTER 8, TO CENTER 3°�`� 3° CENTERTO 4" OMAX,•{TYP) (SHEET 8) SEE NOTE 9 ��) 8" {�9" A (SHEET 4) ENOTE2 ')� FTF D VIII MAX(TYP) _F(SHEET 4) �Tom) (SHEET S) MAX MAX 0,C.[IYP) O.C.am 1 I — 0 X I 0 X t , 1 • • I(SHEET 4) SHEETETB) / I E TALLATION :*so*: • • • •• 0 I ••• INSTALLATION / 0:0041 ANCHORS TYP. • • 00�0• • • •• 00 •• � R YlivO o{�ojD • •os• •••• • YOT- LC11uO • 0000• uvww as *sofas • • s .OWFIL ONE ANCHOR AT EACH INSTP18k*ION LOCATION.SILL ANCHORS SAME AS HEAD. s .•SV;kS REQ D•AT F1 T SET OF 1 ASN�LAOTION ANCHORS USING LOAD BEARING SHIMS,MAX ALLOWABLE SHIM STACK TO BE 114'FOR MASONRY OR WOOD,AND 1/S°FOR METAL.USE SHIMS WHERE SPACE GREATER THAN lI78"IS PRESENT. 340AD BEARINGo%U pAALL 13E CpNBTjtgC♦♦TED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. !8/191'IDIR.ITW BUILi11iWrTAPCO,N a A�ICED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EM13EDMENTOF 1114-INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO OF 2112'SHALL BE ACHIEVED IN EITHER DIRECTION. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 318'INTO 2 BY WOOD SUCK.A MINIMUM EDGE DISTANCE OF 718°SHALLBE ACHIEVED IN EITHER DIRECTION. 6.#8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE AWN.EMBEDMENT OF 1 112°INTO 2 BY WOOD BUCK FOR FIN INSTALLATION,A MINIMUM EDGE DISTANCE OF 7M61 SHALL BE ACHIEVED IN EITHER DIRECTION. 7.#10-15 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. S.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. 9.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A TURNER,RPE.88201 A CHANGED EDflE DIST FROM 1/4'TO 711W 2/06!201 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10,INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: )cknREIb' fle, A.WOOD-MINIMUM SPECIFIC GRAVITY OF G°0.55(SOUTHERN PINE OR GREATER) ��A•Gp°;"y... N q y '� � B.CONCRETE-MINIMUM COA;/PRESSIVE STRENGTH OF 2000 PSL 5 to� VNNDOW 5Y57EMS UPS C.MASONRY-MINIMUM DEN$TTY OF 117PCF,CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING, d v t No 58201 %-P G 1888 aW 44T4 AVE. D.ALUMINUM-118"THICK MIN..3083 TS MIN. G A *f OCAu•PLOWMA U474 E.STEEL-18 GAUGE(.cool MIN.,33 KSI MIN. * : � E =u' Cr: ANCHOR SCHEDULE A NOTES-LARGE MISSLE IMPACT SIAII OF 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE r,©'4 �tisgmg&l 8200 KV14Z RAWN'y' ADE �' 11114113 V014 ERSION INT LATHER TION HALL B REFERENCE ME BY OTHERS ENT FOLLOWING THE CURRENT T♦�INFORMATION CONTMPROJ is DRAWING rs PROPERiv�CVBTOM ��in'�+?t,�?R �p��` Oda PVC HORIZ.SLIDER �aLe. NTS NO-CWS-871 FMA/HAMA 100(FIN WINDOWS),FMIVAAMA 200(FLANGE WINDOWS), yWy �a8saicN OFcuerauwiNoawrE stte�nmcsP rte •�ir��GNA�i.�i�`v LEITER A 7OFS FMANVDMA 250(BOX WINDOWS),t FMA/AAMAMDMA 300(EXTERIOR DOORS). 1 8 7 1 e INTERIOR i1 2 9 4 18 1 TYPICAL VERTICAL SECTION FYTPRIOR NOTE•SHOWS F XPD GLASS CUTAWAY 9. SECTION VIEW C-C SECTIO VIEW 8 B • •• 718°OVERALL • • • HEAD IMPACT HOOK(TYP.) • • ••• • • •• MlD9PAN OF BASH 1/8°ANNEALED or TEMPERED •••: •11 ••• 0 (1TEM838 d38) 7118"AIRSPACE • 'a•• • e • —' — —— 618"LAN • • • 0:0:: ...• t I 11W ANNEALED • •••• • • •• t / I / I WVLYEENQAGEG .49ff DUPONT PV9 INTERLAYER **Go • •9•i•• I FRIOR TO ORCE WINDS.S.RICANE 118°ANNEALED • I PURFECT GLAZE W • • ••. SIK FX682 • • 19 •.�•,y• I I THE 1 • •a•• •a •• I I ! THIRD POINTS ALONG THE FRAME • • JI f • 000• •. I .IAMB. • •..• 0000 ••• i I �¢p11 1Y2'GLASS SITE e • INTERI IJ I / � I GLASS TYPE B FULL SIZE 19 HEADIJAMB IMPACT HOOKIROTARY LOCK LOCATION LUCAS A.TURNER FL F.E.68201 ACr�HANGED EDGE DIST FROM 114"TO 7118" 0211 1r141tltlrry/1 I��`D' VANDCWSYS rels1,MAP .gr NO 51 3"F� 1M SW 44TH AVE. 2 820} « _,, OCALA.III SAM yy .-a- r a a SECTION VEWS S.GLAZING•LARGE MISSILE IMPACT FLO h� 213% STAT$ OF .W: w"i Q•. �(++ ER BY' ADE 11/14113 InoaalarAmrarmeroelrl�rtrtaL 21JA/2014 r+ i:'@i a:?�• 8200 HVHZ THE INFuatilAnaN caNramEo rtu THIS orrAwmo la THe 9eLE anaFEM41201 roar riccg;•4;�R;;?°'G��+` ovEL SECTION VIEW A A ry 9 �(i +� PVC HORIZ.SLIDER NTS 'CWS-871 WWRI1TEN ERNSSIoNOFcve1R Wn oIW Iereiee�s•I�KC oH�rrm ovrTHe q�+piip1404% REV.LETTER: A SHEET: 90F8 ' 8 7 1 1 INTERIOR 1 8 2 � 1 TYPICAL VERTICAL SECTION NNE:SHOWS FIXSDD O LASS CUTAWAY EXTERIOR 3 SECTION VIEW F-F 1 £CTION VIEW E-E • • • •• • •• M�ANOF IMPACT ) • •••• • • • (ITEMS 35 d 36) 0 0 0 • •••• • • ••••• I / li/ 1 0 I ROTARY LOCKS QTEM 27) • •••• • •• •• 1 ONLY ENGAGED • • • PRIOR TO HURRFCANE •••• •••• I FORCE WINDS. • I J1II LOCKS ARE LOCATED AT THE • •••• 47 1•• I THIRD POINTS ALONG THE FRAME • •••• •• I I ,IAMB. • INTERIOez�lR I I I 1 I 18 HEADIJAM13 IMPACT HOOWROTARY LOCK LOCATION LUCAS A TURNER,FL P.E.68201 A CHANGED EDGE DIST FROM 114'TO 7118' 2!08/201 13 �Nnfforip W2 1 RFY}•7`�4�� Q oma/. A•,qY. .0�AJ S yti1 ``�' '••AY wl� I„ II, Ne 58201 �i��: to AO 4TH AV5. of * }* •OX'--xv:SECTION VEINS-LARGE MISSLE IMPACT FIN y i'9 STATE OF rd, S,©c'. p r'�'." M�8200 HVHZ WN AOE 11/14/13 PPAPTHEItaFaanlanoNCDNraNEn rH AwNosn� aROF moo c0os4roaa ,'W*rFS..'. '''0�$`� DDS SECTION VIEW D-D WININDOWN STEMS OF CUSTOM WiH TION IN PAR OR ASAW14CLreEi WMROUT THE °�i� �4NAe� pa�`�� PVC HORIZ SLIDER R�L�� A e CdVS871 FRAME CORNM 13am Partd .'Deee Vendor Material CON$�$UC�Q l CONSTRUCTION 3118°�..I 8'118" 19f2° 8 2 afar 1 10497 R.W.Sash Meet Rol Key Wk Alum I { 2 FF1898 F�Ird.3.&R/ss.li Keymark ANm 1118' I( 3 14.1838 Meet.Rat Fxd, Kayrrork Arum 8 . 8 1878a 4 H4= Saah Top'W.P41 Moon PJC S H-W48 Mala Fr.,SK w!int.,PVC Malan PITC 211118' . 6 H4'm60 sash Meet.Pat PVC MkM PVC L 3 CORNER S) CORNER WELD 7 H4051 Swh Slde Rat FVC Moon PJC 38118' PVC SASH MTG.RIU1.8060 TALL 810E8) (ALL SIDES) ALUM FD(ED RAIL-1898 8 14.8048 Mah R.,SH,wl%.,PVC Moon PJC � I FIXED MEETING RAIL PVC FRAME FLANGE 8049 -�I 1° �'—�—�{ SCREWED TOGETNE 9 83029 Screen Pull Tab swnrrT 3118' 11 �-F I WITH OUTERFRAME 10 P•3033 Sweat sRrhe,tis Hurley. 1. I 11 11 P•3113 screw&Rport,FVC Teanplasw P4*ber 1 7�� PVC FRAMEFIN•8048 r' —3" �1 I` 1f18° 18 3 12 P-321B screen Frere Atrnotal .RDWWM 8128' U r�.--r.��l � O L D � &4• SCREW SUP:3113 ALUM SASH MTG.RNL-1487 13 P-=8 Screen Sone,468 Dle.,HO. Daps 9 2 14 PL4734 Screen Frmee Gamer Key A*MW Wien ALS GLAZE DEAD•1112 18° 13 F�3342 Bearri8eater,3M•B6M SaMea 8tkcrre 11.. �Ilgry 1�8' '�8° 16 83382 Set Vc•85 Dur.,118"x 818'x Y Le. Fmnld.owe INbber �i—'138,_I `_' 2h0 x i" k Fln Cray 1AreteD 5118• ALUM.SASH REINF.-1889 16/ 1.�• • 7 •1 t! •83838 98x314"&Hare'TBL2a20tu • Fulcra! 8tea PVC SCREEN SUPPORT-6014 19 84730 •�4f iY7i a TF3C 2 Faetwal 81091 PVC FOMD RAIL COVER•8083 PVC SASH SIDE RAIL-8081 •r2rP-3702 Eep KM,X12•Hgle MBM rNrkrrt0 WIG" -3r93orp-mo S;fb+g Lank hPick P�•••• kdalook O 1 114" 3118° 3/4' •P4779 &W.T6W • M78ktso Nyton "x FH; Fealerxtt. 8ffiel r,. 8r �, 7118" 7f8'• PL410 Keeper,"RaL PVC Warlock ALU R?TRACK-1778 F-047B • �yprw/ lap M&M Nylon PVC GLAZEBEAD-8084 ALUMB.B.RJS.S.R.-1488 i 27 PAMB-4W6 x y%Lookt!hies SMO••s su ZInc 718° F.1 BHfi•.1 1 1JB" • 27 • F14"8 K" LOok see*** su8van Zine " C3^7'h—I �8L1—r—�roles{3t8y 4 I • a06 • P-4982 •ICsegfr•IZo�rylook 00;000 Butalan Zino PWNVIEW-11399 ALUM IMPACT HOOK-1988 "�'� 1�° •79 PdB68 &x.1157 Gray Ulmfab P/CANITd_IFT-8008 112" • 3 14833 BarrelFastancr • • • Fasterml. S%w 0 3118° 31 51112 •1>ab'dorcepent,Feed Keyrrark Akan O PYC SCREEN CATCH-6013 13118° 32 51488 .91B.RI3.SA Keynwk Alum 34 51778 Rota Track KsImork Alum PVC SASH TOP/BTM RAIL�0B2 33 51998 Herr•Hook,Hoed,hWd Keyrrmk Alum 36 8.21100 Panel Cable.Heed,bond Keymerk A9Wm 37 $.8008 Ano Ult Mkron PIC A R 818° 38 3.6013 Som Adapt.,wfMo,PVC Mkron irvC n nom. 39 8.8014 Sem Adoa,-0 Meson PVC PLAN VIEH1-200D ALUM IMPACT CATCH 2000 40 S-ew aad Rd Lover Mkw PVC LUCA.9 A.TURNER,FL P.E.SMI A CHANGED.EDGE DIST FROM 114•TO 7118° 2!061201 41 S-6084 teasitg Bead MBaan PJC j1♦1111yORF_{hrrr'e�i ♦ f�....... T 4 ✓fri376!/l1li�, 42 Sae9tteat3 ,`Pc'��"� .n.� NDQWS�$TB"��. 43 ROeotc�e-1.0,90wRox 862 Hemke1189a SMccry 1 V dGF 1Q ,., j�ti �r :' No BB201 :i5r G 1900 Sw 44-M AVE. MA,FLORIDA 34474 * t It z EXTRUSIONS 8 B.O.M.-LARGE MISSILE IMPACT STA?E OP J°W� 1y.♦4 p,dr�'� 8200 HVHZ �' ADE �` 11N4l13 f L MEXTRUSION 60133-T8. THEIWORWTIONCONTAINED SPROPRETSOPAVANOISTHE�PRe Ocuerora �,�+Fd'� b}�:9'��0ODEL!PVCHORtZ.SUDER 1:2 SCALE: O.ND.:Cw"TI OTE ITEM 33 NOT USED IN THIS wl a,INC.AW Fo%au w=NO CN PART Com INC.A is�mTm o� E `14 ON A s f�%0 L A HET: SOPS RODUCT WRITTEN 1114'MIN EMBEDMENT CONCRETEIMASONRY (BEE NOTE 1) BY OTHERS 1 By WOOD BUCK BY OTHERS. 1!4'MAX SHIM (SEE MIN EMBEDMENT INSTALLATION ANCHOR,3118°DIA. .a• 114'MAX SHIM (SEE NOTE 1) S•A� (SEE NOTE i) MASONRY SCREW wANASHER THRU SCREW SUPPORT. (SEE NOTE 1) . MIN EDGE DIST {SEE NOTE 1) a •p• (SEE NOTE 1) .a.e n SEALANT BETWEEN NEMNAINAI 0OOANCBUCKAND0 Ali 1WOODHORWl BY OTHERS •A.• d�'� WASHER THRU SCREW 4 SUPPORT. L 91r MIN EDGE DIST .o.• s'• (SEE NOTE 1) 0 (SEE NOTE 1) , 21Y�MIN EDGE �'••• fOONOiETE/h1ASONRY .•.• 0 (SEE NOTE 1) , I BY OTHERS a 3 SEALANT BETWEEN }II •e.4.. S �a �.• BUCK AND OPENING BY OTHERS . > . ; • • .br SEALANT BEHIND FLANGE S �:y: v 1914:MIN E.MBE.UMEM s a.m. (SEE NOTE 1 •' ' ►` • m` •. BY INSTALLER PERIMETER SEALA/VT ►. BY INSTALLER 2 8Y W000 SUCK s a• ►• EXTERIOR FINISH PERIMETER SEALANT BY OTHERS. BY OTHERS By INSTALLER EXTERIOR RNIBH ••a,, •• �• 1 BY BUCK BY OTHERS • RIO_R`Nol SYOTHERS s•••• OTHEERRSS • I B HORIZON7AL8ECTION C HORdONTALSECTION • e • 7 FRAME WASONRY) 7' FRAME(WOOD) V4'MAXSH9N ase•e MIMETE E•ACAA�• • (SEE NOTE 1) •• BY INEIN T • ILL kSTALLATY N IN_BASTALLATION. BELOW. 9VSTALLATION ANCHOR,911 a°DIA • MASONRY SCREW wlNEOPRENE a a•••4EALANT Br*[ND FLANGE • INSTALLATION ANCHOR,3118'DAL BACKED WASHER THRU SCREW 8Y IN8TALlER • • • MASONRY SCREW wNVASHER SUPPORT. •••• • •• •• • THRU SCREW SUPPORT. WE NOTE 1) • a (SEE NOTE 1) SEALANT UNDER SCREW HEAD •••• •••• SEALANT BEHIND FLANGE BY INSTALLER •••••• • BY INSTALLER 174'MAX SHIM • • • • •••• • •••a PERIMETER SEALANT ($E6 NOTE 11 INSTALLATION ANCHOR,3118'DIA. BY INSTALLER 0100496 • •• 00:00* MASONRY SCREW wMEOPRENE D- •. • • o D •••a •• • SACKED WASHER THRU SCREW EXTERIOR FINISH p ► �e'D e - p • a •• SUPPORT. BYOTHERS -•D b EDMENT • •s•• {SEE NOTE 1} D L ` TaF�NGE •.' MN1) ByINSTALI- •• BY IF N8 TAD ALLER UNDER SCREW HED• ► p.A• •p • •• e e • PERIMETER SEALANT HIGH STRENGTH STRUCTURAL 9Y AISTALIER GROUT BY OTHERS I2JPC:MIN EDGE DIST CONCRETE/MASONRY (SEE NOTE 1) 114'MAX SHIM BY OTHERS (�ALTERNATE PRECAST BILL DETAIL 13YRO RIORR8 NISH I (SEE NOTE 1) T FRAME WASONR1M ;r i a ,e.aicS SILL STOOL o, s•►. BY OTHERS LUCAS A.TURNER,FL P.E.88201 A CHANGED EDGE DIST FROM 114"TO 7116° 2!061201 ►. .►; ••P•• ►..► q•►•►, •a• m, .m•a m. .►�►.� E WOOD SUPPORT TO MAK �5�5t11TrrrrrPf a+:►,p•,►.►�s->;•�`► a:►►`s:,►L BY HESILLLEVEL. ,` �4.1pRE43.r TsrRi custom •a.. • 1• m i ,• BY OTHERS. �� \•+•s$ V �♦ a. . P y �•'►.•>• .a• . �• 1719:MIN EMBEDMENT ;rt NO to* YVINDOWSY$ .� s• --- (9EE NOTE 1) S ✓'1 59201 ��. 1900 SW 44TH AVE. S*. OCALA,FLORIDA 94474 N--2111'MIN EDGE DIS CONCRE7E/MASONR (SEE NOTE 1) y ^"6 * S 'INSTALLATION THRU FRAME?DETAIL•LARGE MISSILE IMPACT BY OTHERS A VERTICAL SECTION y � r'D L GT'AT E OIF J u' 7 FRAME(MASONRY) ��~$ R 8200 HVHZ DRAWN 9Y ADE ' 11!14113 THE 9��MAnowc�rraiHEDP wpm swwo PRove4as� rau 'rrF�. w a R 1,Q.•�� MODEL, sea.E: C R 1 E THE w RmAroSYSTEM,INC AN M IN THIS MAW IN PARTE SOLA WHOLE WITHOUT THE rrri S� .... e�� PVC HORIZ.SLIDER NTS "CWS-871 HtMOAPS,AND BUASTRATE .CTION9REFER TO WRITMNPERMISSION OF CUSTOM WINDOW SYSTEM9.INC,MPROHBITELI. 't/'llttl1100 REv.LErteR: EET2. A Bona SHEATHING 1] BEDMENT MIN EM BY OTHERS fl (SEE NOTE 1) EXTERIOR FINISH 2 BY WOOD BUCK Z=MIN EDGE DIST BY OTHERS °'o.0. BY OTHERS. 2 BY WOOD BUCK (SEF.NOTE 1) SEALANT BEHIND FIN •• BY OTHERS' BY INSTALLER d°• INSTALLATION ANCHOR (SEE NOTE 1) i/4°MAX SHIM.. e 198 WOOD SCREW W/ (SEE NOTE i) WINDOW WRAP - •.0. WASHER BY INSTALLER (BEE NOTE 1) • •• °O b, .dq INSTALLATION ANCHOR • • PE�RS�ALANT • ME MIN EDGE DIST NB WOOD SCREW Wl •••••• BY I T EERR NOTE 1 WASHER • • • • WE ) (iYPHSEE NOTE 1) 0009•• •••••• • • • • 174'MAX SHIM 1 IN'MIN EMBEDMENT • • 0 (BEE NOTE 1) (SEE NOTE 1) • f 006000 0000 so • • • • • SHEATHING 0000 • •• 9•••9• BY OTHERS d•t.d•, e .... 9 .... ad•, ; 000000 • • 4.8 EXTERIOR FINISH • 0000• • • •••• BYOTHERB • SEALANT BEHIND FIN WINDOWWRAP • •••• • •• 6696:0000006 BY INSTALLER Br INSTALLER • •••• • •• PERMETER SEALANT • 9 BY INSTALLER • • •9•• F HORRONTAL SECTION \,!,J FIN(WOOD) 114'MAX SHIM (SEE NOTE 1) ZM MIN EDGE 018T PERIMETER SEALANT eye - (SEE NOTE I) BY INSTALLER WINDOW WRAP odd 2 BY WOOD BUCK BY INSTALLER ° BY OTHOUL $��• WCAB A TURNER FL P.E.88201 A CHAIJOED EDGE GIST FROM 114"TO 7718` a2/0Bn01 SE ANT BEHIND FIN e07!)1. INSTALLATION ANCHOR tttttpNYHtr+f� VtZ BYWSTALLER e•O 08 WOOD SC,REWWJ r�qt�pr,14FEM�ZG�'� �;1lIL�� EXTERIOR FINISH - °• (SEE NOTR.E 1) ,��•`��"�`'•f x'10 E�� ;'p'I'•+. 1/ NMW 5(1j'TB+'LS 4p—,dr BY OTHERS 1 �T•' No U201 w 1900 SW 447H AVE. 112'MIN EMBEDMENT * �•,�.: OCAL4,FLORIDA 34474 SHEATHING VERTICAL SECTION (SEE NOTE -? Z-O% * tC r BY OTHERS FW(WDOD) i- i9'; STATE OF tt., •INSTALLATION DETAIL FIN CONST.-LAR13E MISSILE IMPACT sEitIBS: RAwN ar: Te: �0, p a 4w$. 8200 HVHZ ADE 11714/13 FOR CLARIFICATION ON ALLOWABLE ANCHORTYPE%EMSE THE INroaLwntav cdrfAlaa DAAWILYS IeTHE tF aaoPertev cu).94o+�1 /'`�•�S f i: c3 + MODEL. SCALE: o.No: • ,,A �r PVC HORIZ.SLIDER NTS CWS-871 H)M CL/WS,AND St18STRATE RESTRICTIONS REFER T6 wR ppRM SM1LSS ONPISDF 4T0 9rS7BMST A= DR TED. M `f4jsl7HEtUj Nl�j;+� tREV.LETrEIt A T OF 9 NOTES ON allffj 2. U8'ALUMINUM OR 118'MAX,SHIM INSTALLATION ANCHOR, 1118'STEEL MIN.REQUIRED (SEE NOTE 1) 010 SCREW,FULL THREAD (SEE NOTE 1) EN43AGEMENT REQUIRED. 118°ALUMINUM OR (SEE NOTE 1) PERIMETER SEALANT 1118'STEEL MIN.REQUIRED BYINSTALLER (SEE NOTE I)1/0'61AX _ (SEE ON TE I)M SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR 010 SCREW,FULL THREAD ENGAGEMENT REQUIRED. • .00. • (SEE NOTE 1) • • ••• • • •• PERIMETER SEALANT SEALANT BEHIND FLANGE • •••• • • • BY R48TALLER BY INSTALLER 6666•• • 6666 • • • • • • 6666•• ' • 6666 •• • •• •• ••06 • •• •696•• • • H OR120NTAL RECTION 6666 • 6666 9 6666•• • • • • • • 6666 • 6666 • • • 66.900• • 0666 • •• •0000•• • 6666 • •• 9 • • • 6606 0000 • • •••6 CONTINUOUS DOLIBLE 3118'BEA08 OF TRSMGLA2E U1800 SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUCK BY INSTALLER SEALANT BEHIND FLANGE BYINSTALLER 118'MAX SHIM (SEE NOTE 1) PERIMETER SEALANT BY INSTALLER INSTALLATION ANCHOR, LUCAS A.TURNER,FL P.E.68201 A CHANGED EDGE DIST FROM 1/4"TO 7116' 02MI2014 010 SCREW.FULL THREAD VS'ALUMINUMOR (BEAGEM E NOTE INT REQUIRED. ',t1�plunetrrrl�� /1 /�/�J /'~ 1116'STEEL.MIN.REQUIRED 1 ��p>�s�� (SEE NOTE 10,BHT 2) �� ++• C • 4 '� ,:4�GEN� .;S6kq% WNDOWSYSTSIS� G VERTICALSECTION .�� N. 58201 }1f 1MSW44THAVE. 8 *$ E = OCALA,FLORIDA 34474 S Rot ;ztINSTALLATION DETAIL THRU FRAME-LARGE MISSLE IMPACT �^� yOfi cTATE OFp ,458200HVH2 �` ADE ' 11114113 _ SOLF_ 2t24/20I4 4CUSTOM , ` <O H 3?:'C?��i� . Cw6 871HIM GAPS.AND SUBSFOR TRATE REBTION ON ICTIONS REFERTO w VAVFTEN rA ATNED IN THIS DRAWING STOM WINDOW °M IS WIH THE �� jp � PVC HORIZ.SLIDER LETTER A ET: a of e HE NOTES ON SHEET 2 Florida Building Code Online Page 1 of 2 p Oep trrrer�4 sm Home i Login I user Wstratton roc rppirs l subm t S=barge I Sas&Faces P.W.0ons Fac stun 1 scrs sire Map unks ,.seamh 3usines '� fro essi [ - proval 4USFP-uct ubl User Reauk t)n ' Product,Approval Menu>Prpdud rn Applitalipn Search>Application Ust>Application Dda.L Ely FL# FL16736 Application Type New Code Version 2010 Application Status Approved Comments Archived D Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,Fl-34474 (352)368-6922 ekoss@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre*# Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 MLaFewe@cWs.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 cledy@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method 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 PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 03/01/2020 Validated By Steven M.Urich,PE 0 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 RO COI EvsjIRgD CWS-871 tHS-8200.74 x 63.IMPAM.Ddf Referenced Standard and Y&(of St4da%): • ' Year •• •i i i i i AP$/W1AWCSA/101/I.S.2/A440-08 2008 •• ••• •• • A"EMO-04 2004 ASTM E1886-AS 2005 ASTM E1996-06 2006 ••• •:• ••: •:• PA/i0s.WV5y./203 1994 •• • • • • • •• • • Equivalence of Product 9t4ards • • •• • Certified By ••• • • • • ••• • • • • • • • • • • • • • • •httP�//www.floridabuildin .or�Pr/Pr�aPP_dil.asPx`Pcram=WGEVXQ�D u8obl0/`2flZm6... 9/19/2014 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2013 Date Validated 02/25/2014 Date Pending FBC Approval 02/24/2014 Date Approved 02/26/2014 Su.m.ary of Products FL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS41200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 RO II CWS-871A(HS-8200.74 x 63. Approved for use outside HVHZ:Yes IMPACn.odf Impact Resistants Yes Verified By:Lucas A.Turner 58201 Design Pressure:+60/-60 Created by Independent Third Party:Yes Others Large Missile,74"x 63,DP+/-60 psf. Evaluation Reports FL16736 RO AE DuPont PVB NOA 13-0129 27.)df ELIV36 RD AC EvalRen CWS-871A(HS-8200.74 x 63. IMP Ddf F-L16736 RO AE Ouanex(Mikron)NOA 12-1017 02.pdf Created by Independent Third Party:Yes 16736.2 HS 8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,I IV x 63",XOX. M99,01 Use Installation Instructions Approved for use In HVHZ:Yes FLI5736 RD If GWS-962A(HS-Q200-111 x 63. Approved for use outside HVHZ:Yes Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressures+60/-60 Created by Independent Third Party:Yes Other.Large Missile, 111"x 63",DP+/-60 psf. Evaluation Reports EL16736 RO AE DuPont PVR NOA 13-0129 27.odf FL)6736 RO AE DuPont SGP NOA 11-0624 02.n4f FLIG736 116 AE Eva)ReD CWS-869A(HS-8200.111 x 63. IMPACT).Ddf FFLL.6736 RO AE Quanex lMlkron)NOA 12-1017 02.ndf Created by Independent Third Party:Yes Cant3d ;;1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Ftortda is an AglffO employer. ppyj ht 007-01 State of Florida.,; ::Refund Under Florida law,ornall addresses are public naards.If you do not want your e-rmEdl address tum A response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by baditional mall.It you have any questions,please contact 050.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective Odober 1,2012,licensees kensed under Chapter 455,F.S.must provide the Department with an emall address if they trove one.The ernalls provided may be used for official communication with the licensee.However emall addresses are public record.If you do not wish to supply a personal address,please provide the Department with an ema8 address which can be made available to the public To determine If you are a lire udder Chapter 455,F.S.,please dick hM. Product Approval Accept= El®RR UT 'ecurilra:ll •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • •• • • • • • •• • • • •• • • •• • • • 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• h //www.floridabuildin .or r/r a dtl. • x?•aram=wGEVX D u8ob1%2flZm6... 4/14/2414 �P= g �p P Pp_ �P P Q� q URR 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 869A 2/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact (EIVHZ),XOX 111"X63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 441 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005(4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-869A,signed and sealed by Lucas A.Turner,P.E. 2) Test Reports NCTL-210-3887-3,-3A,-4,and 4A,by National Certified Testing Laboratories,Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886 `02104/05,ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/T.S.21A440 `08 3) Supplemental Calculations to support CWS-869A,signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-869A. Limitations of Use: This product: May be used up to the sizes and daylight openings indicated in CWS-869A • 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 In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.27,and in the fixed glass requires Dupont SentryGlas Tonoplast(formerly SGP) Interlayer per Miami-Dade N.O.A. 11-0624.02 Requires QuaneX white rigid PVC frame extrusions per Miami-Dade N.O.A. 12-1017.02 Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing Products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. ••' ••• 0.: •• ' v�2=®+�ir'01•�� ' : •' : : :'�: 2/24/2014 •• . . . ,• a• 1360T/4611 . . ' ... �„0:•• , €�,� Lucas A.Turner,P.E. ' 0 ` `%. ` ." "" '4' FL PE#58201 •:' : : : : 'i' -iF�I C AV Ss Lucas Tumer ' . .• ' • .. ' • 2014-02-24 15:48-05:00 . .. . . . .. ... . . . ... . . HORIZONTAL SLIDER ELEVATION(LARGE MISSILE IMPACTS PyclMPacrREQUIREMENr 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).' 2 GLAZING OPTIONS:(SEE SHEET 3) 112114• 3.CONFIGURATIONS: MAX OVERALL.FLANGE WIDTH A)'700XX FLANGE IMPACT WRMPACT HOOKS IN JAMBS,AND IMPACT 140OKS IN HEAD' 9)'XIO1X FIN IMPACT WIROTARY LOCKS IN JAMBS,AND IMPACT HOOKS IN HEAD 711' MAX.UNIT WIDTH 4.DESIGN PRESSURE RATINGS: A E o -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM 7 8 9 E-1300-04. POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. S.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF i THIS PRODUCT.SEE SHEET 7-9 FOR INSTALLATION DETAIL.WINDLOAD DURATION H i •••• I 7 FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. • e • • • • I G.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTFERS ARE NOT REQUIRED.THE • ••• • • 64114" IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL • e •••i • • MAX.OVERALL OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO • ••• B I • • • • i FLANOS HEIGHT HURRICANE FORCE WINDS AND/OR FLYING DEBRIS. • 7 I • •• •• 63, 1 7.ALL FRAMES AND VENTS ARE FULLY WELDED.SMALL JOINT SEAM SEALER USED AT • •••• •• • •• MAX.UNIT F=D MEETING RAIL AT HEAD/SILL. � X •••• • •♦.` 0• •• HEIGHT o / o B.SERIES I MODEL DESIGNATION H"200. • • 688/18' •••• • • • MAX SASH 9.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO • • i. ••• •• •• HEIGHT PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK OR FRAMING IS THE • •••• I RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. • • Alf s 00 •• • •••• •• •• •• i 66114° 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X-OPERA13LE SASH,O 4 Gas DLO FIXED SASH s 0000 • • • • i 11.SECTION CALLOUTS FROM OIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR . ..•. ...• . • LOCATION. -- -- -- -- 12.WEEP SLOTS s 114°X 1'LOCATEO V FROM BOTH DOS D 6813MV z4fiv T GLASS DLO GLASS DLO 48 18116" GLASS OLD 2716116" MAX SASH WIDTH DESIGN PRESSURE RATING 360 PSF LUCAS A TURNER,FL P.E.66201 ATCHANGED EDGE DIST FROM 114°TO 7116' 02==14 Chstorn I& wNww5YSISMSt6 1900 SIN 44TH AVE. TABLE OF CONTENTSLues Tumor *' 58201 L OCALA,FLORIDA 34474 GENERAL NOTES 3 ELEVATION$._____.....1 1iL^' GENERAL NOTES 6 ELEVATIONS-LARGE MISSILE IMPACT 2014-02-2415:46-05:00 z �s; TAT E OR :�a++' ANCHOR SCHEDULE AND NOTES..............2 ,. �� er: Ttw DESIGN PRESSURES 8 GLAZING................3 8200 HVHZ TEF 10/1112013 SECiENSTALIAOTiON DETAILSMATERIALS' Wi SYSTEMS.rINC.I M ase WN VMKOJT HP ?'+I�'� �p p �ja��,` �C HORD.SODER NATS 0 Ca 8 BSS MAX 0'MAX(TW.) A J 89 r /-HEADFASTENERS �Ndo sILL�AT FMR 4- D F { r -i 1, r t 9'MAX o.0(TYP.) 11 -- -- -- -- 4'MAX(TYP.) -- -- -- -- 0'MAX[IYP.) i T (sHEETa) a°MAX.o.a (SHEET s) 1T MAX D.0 (TYPf ) I ITVP•! !- I I I 1 X o x so X (SHEET 4) INSTALLATION E � E (SHEET 5), • •• ANCHORS TYP. IN• INSTALLATION • •••• ANCHORS TYP. -- - -- -- -- D • •••• ••(`S EW 4) (FIXED RAIL) (SHEET 5) •••• • •• •'•^�•�'�` R LAYO - FLAN4 ANGHOR LAYOUT-(FIN} • • THRUNM�Np •••• • •• rRaaE • NOTESP • •••••• • • ML ONE ANCHdMT EACH INt3t<OiMMN LOCATION.SILL ANCHORS SAME AS HEAD. SHIM AS REQ-D A•r%X&SET OF IISTFIftON ANCHORS USING LOAD SEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE 114•FOR MASONRY OR WOOD,AND 118°FOR METAL USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT, 641199• 3.LOAD BEARING*SHIMS SiIALL BE CONSTRUCTED OF KOH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4.3116°DIA.ITW BUILD TATAPCON ADVANCED THREADFOAM TECHNOLOGY MASONRY 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 E OF 2112•SHALL BE ACHIEVED IN EITHER DIRECTION. 6.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 316°INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 718°SHALL BE ACHIEVED IN EITHER DIRECTION. S.#B WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 112'INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 7116"SHALL BE ACHIEVED IN EITHER DIRECTION. 7.#10.16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 8.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 MIST BE PROTECTED TO PREVENT REACTION. 9.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 114'TO 7116' 7106/2014 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. I � /�i� 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: I✓Na7L I rti� / WN A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.65(SOUTHERN PINE OR GREATER) �� •�C.E N e �P q� ��r B.CONCRETE•MINIMUM COfuIPRESSIVE STRENGTH OF 2000 PSI. .`C'r � E•'�� W �� ' C.MASONRY-MINIMUM DENSITY OF I ITPCF,CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING, Ns 5=1 q'P� 1800 SW 44TH AVE. D.ALUMINUM•118'THICK MIN.,8063 TS MIN. * L* OCALA,FLORIDA 34474 I-STEEL-1S GAUGE(.080')*IN.,33 KSI MIN. � _ - � zz 0: ;9:- ANCHOR SCHEDULE&NOTES-LARGE,MISSILE IMPACT 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE �f3 STAT E OF .�1d1` x.8200 HVHZ svN ev: TEF T 10!51/201 OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT PAOPRWARYAWQCIIRCENM 2P2412014 l.' L 0 R IOP'\?� MODEL* VERSION OF THE REFERENCE DOCUMENTS: THE INMRM+ATION coNTAWED IN TM D9AW e M n�SoLEPWPERrYor MISTOM �i�Fi4S'....,.• �j�� PVC 14ORIL SLIDER NTS CW3-w FMAlMMA 100(FIN WINDOWS),OMA HAMA 200(FLANGE WINDOWS), � NfRETR1PRWHOL �(wYmE ihONA`�p�� Z OR e FMAJWDMA 250(BOX WINDOWS)l FMAIAAMAWDMA 300ETERIOR DOORS} � M YAB, A S O 710°OVERALL 718'OVERALL 9110'ANNEALED OR TEMPERED 118'ANNEALED OR TEMPERED 114'AIR SPACE SW AIRSPACE 7N8'LAMI 5110'LAMI 3110'ANNEALED 1/8'ANNEALED .080 SENTRY GLASS.IONOPLAST INTERLAYER .080 DUPONT PVB INTERLAYER • •• 3110'ANNEALED 118'ANNEALED •••••• PURFECr GLAZE m' • • • SIKAFLEX 1552 PURFECT MAZE'H' • e •••••♦ SIKAFLEX 562 • • • • w • 112'GLASS BITE ••.• • •• •••ee• nll • 112°0[A38 BITE • s e • • •••• •• c�QcjQ • e �Q QL.ASS 7'17+E B e LUCAS A.TURNER,FL P.E.60201 A CHANGED WGE DIST FROM 114'TO 7118" 02MS=14 �1 a rtrnp /may .� pR..6yrT��i�,1JEW -o% WKMWM-TEML40A Na 58201 k : 1900 SW 44TH AVE. OCALA,FLORIDA 34474 4 * 'It.'' ffMr GLAZING-LARGE MISSILE IMPACT TATE OF :16u+4' ;8200 HV14Z A N TEF 10/11/201 PROPMETA"AIM COWWWOM 2/24/2014 S1 � [p a 1ID�:'`�r i JW mtFORLaT aN cowrau>r�nvn+ie oaawwo w TNe sale aROFmTr ovcuesoaa •,�� •.....• ' PIC HORIZ.SLIDER 1:1 :CWS-808 YVRI�17EN FFRMIf�88i ('f cu8�roR+wi ow INBYe Q+�,�nvc saa rreu ��rirt refills � A 3OF8 INTERIOR 1 1 1 43 19 or 49 18 1 0 18 4, d11 11 S 9 2 5 6 1 SECTION EERIOR 3 XT NOTE:�H .WD LITE CUT-AWAY000 0 3 • •••• • • • • • • • • SECTION B-B • •••• • • • 1 • • HEAD MAPACT HOOK(1YP.) • •w MMSPAN OF SASHES (n"44&40) •••• • •4 • •••• •• 18 • •••• • •• •• 16 8 • • 11 • � 1 • •• •• • •••• •• • •14 i @D i AROE KS&T�F,O THE *ALTERNATE JAMB_ROTARY LOCKS • e THIRD POINTS ALONG THE — •••• �—FRAMRJAMBS. EXTESIgB INTERIOR X 0 X 1a 1e HEAD/JAMB IMPACT HOOK LOCATION (FLANGE FRAME ONLY) g LUCAS A.TURNER FL P.E.69201 AT�CHmGEED)�EDGE DIST FROM 114"TO 7118' P2=014 18 ♦ f%tlue+gTip++ 4�I ��♦ti�t1C1RE44•�+r ♦ �r...Mr, �p,I .��GENg�•"7+•s�y WINDO/YSWmis PA 10 L.l; No 55201 1900 SW 44TH AVE. * >Yv OCALA,FLORIDA 34474 TM.E'SECTION'AWSRANGE FRAME-LARGE MISSILE IMPACT 1 Z.Z• O>;,: STATE OF 747` M: PAN+R03TAR4AMCCMDENnAL ZIA12014 ls, 'PL Dy-,tt`►♦♦♦ 8200 HVHZ TEF 10/111201 SECTIONA-A Te+eWORMATIONCONTAMMNT DRAWWOSTrEsoLSPROPEWNWCUSTor+ 0m; ,oR;,.••'rj`t+ PVC HORIZ.SLIDER NTS o -CWa-w wmmm WRI,iLN PE�Ria(WOR Or CUM�srMW,IiNC.I.IS MED..°�THE .��'�%tells si►�� A 40P0 INTERIOR 1 1 1 190-49 i $ 8 1 1 1 8 49 6 2 6 8 48 EXTERIOR 18 3 31-37 44 SECTION Em!E �g HEAD IMPACT HOOK(IYR) • 18 MOSPAN OF SASH • OTEMS 44&48) • 0000 • -- -- -- • • 14• - - • •••• •• • 9• I ONLYENENGAGED( M 24 • • • i • • •••••• 4 I i i RICE W IND TO • ••• —FERIR R o• • NTR • 0000 • •• 0000•• 0000 0000 0.000 • tq• 1 • • • • �-' LOCK ARE'LOCATED AT THE 00 0: •• • 11 THRD POINTS ALONG THE FRAME • JAMBS. • 1 • 0000 • • •• • • 9 0 0• X. Q X t 0 1 i • •••• • • SECTION F-F • 1 NOTE:s-IOWS FD(ED LITE CUT-AWAY HEAD IMPACT HOO 15IN ROTARY LOCK LOCATION (FIN ME) COCAS A TURNER,FL P.E.68201 ArfC��HA��Nfrra��ED EDt3E DIST FROM 114'TO 7118" 1 SECTION D-D �Op .LLCEwgF., y�. WINDOVVSYSTE�6I4O l� No 58201 1900 SW 44TH AVE. OCALA,FLORIDA 34474 t * 3 0;S 'SECTION VIEWS FIN FRAME-LARGE MISSILE IMPACT 37 i STATE OF • .4U' •rdsbftAWN 13Y. O✓• ES:8200HVHZ TEF 1 TrlE rcutolttaarwN cavrA�1[n�i upAM OE>I Pana ar T�oM +��i��S�.4 O p 1 pp'0�=•,~ MODEU PVC HORIZ SLIDER E am: CWS-88g VRNDstn�m9,gVw craws sPt .l�c s H��rwrt+iourT rsrrsiONni; �`s A soFa kam#I Part# I verwilar MOWN f'FOm win Pwro,61101%fmrm PVC Mbw PJC 3 7/8' 310° tJe• 2 � COM9lRUC196A1 2 KISSI ed Ady.AWrrb+um v m 8-6077630 IM X 2 rA'PM Moven w0 a 38 x "Ruse 1yP0 A TEId AinSte 1718° 8 8vam8wlat,6L4a504 ftmes 8lkone 1 7 &1773 Itol�Traak "m II . 58013 Sween A J9n0,wC M1oon 2 f ilia' 3 1!8' 9 8.8014 8=WAdaptw, 85M,wC Mkron wC P4479 Waep Cover w MIM ten ALUM HD MTO RAIL-1981 KL SIDES)LD CORNERWFLD S) 11 3-8084 tllezklg eaa Mk•n wC a 9113° (ALL SIDES) 12 Sash Aiee9n 1�9, C n wL *11/4, FIXED MEETING RAIL 9 1 Seah RIO I8t1. mkmm 1" f 6/16° 3 6WITH OUTERF R14 TopBoL lM11PIC on PVC PVC FRAME FLANOE-5049 7 a 1114W Re .assn IreH ANm 8 RaWoroemn?Oh,Side Atlm PVC FRAME FENA048 2 FF7899 Rawareemsp% k Alum Imo--23!16°—�I ALUM ROLLER TRACK-1776 18 83429 Mtp,0.270 x.f 87 bsak1 PVC HD FIXED RAIL COVER-3077 1 118" 19 oak k vaA PVC; 2 3116" 1 11116' 20 P4061 98 x 1 114'RI Fiat ek,Wht Faafsnel Steel KvS.21 Keeper, wC22 R3a39 x _amF"TekWht 1 . 18d8° 6118'2S P4968 to Look kde ° a e 2A 84333 8-32 x 1 Barrel Fastener PVC SCREEN SUPPORT•6014 PVC SCREEN CATCH-3013 84882 Keeper,Roty'Loe k 26 1 PL4Mler, em M&M 3118° • •i9• OLASB Sbe Sed Zkfo, Foatstml .PVC SASH MTQ PAIL-WOO . PVC SASH SIDE RAIL-3061 PVCBASH TOP/BTM RAIL-8062 Ii -.-a" • g,Ewa 682 or ett BElaone O .1E 3D R30t9 x 710•x2'Lg. Frank Lowe Mbber T ALUM REINF.FOR • 1 83218 F Et-om SCREW SUPPORT-x113 IMPACT HOOK-1112 32 84764 Comer AWretsl ran 3118° 33 P478B Cerner 'w T /11Ettatel Eon " f -W4+ I"-174° • 831129 R&mb •• •• Surom • P9?28 Berean FM•Spr6B �' 1118' b 1�g 16M8' ilia' •iTi papa P-4772 Screemrwps9 • 40 83113w,C • • Teen s ALUM SASH MTG.RAILA497 ALUM 8.0.RA.S.R.-1498 ALUM.SASH REAP.-1699 PVC AN1TI-UFT INSERT•8008 PVC OLAZESEAD-SIM Iftro"oWt• F-Lam Rua 1 Hole; MOM wbm • 8.1877 Atkn • 43 3-1192 RsbdOraemenf,H840,Jarrb I Akar I —�--� . • • S.2O00 bUsnneL h •••••• Atan 0 3110° I--�--�^r 0 3110' 4a P3748 698 'ZIn0.Pekdsd.Swew A Sfae! O O 48 519 Frerte� 48 8009 rT"wC,(AMMHtI aih 49 R1O60 L wC,, r II all a, !� 84730 X od Ph MTruss Tw PaDfenni Sbal 8 n 718" ' _1. $3918• PLAN VIEW-2000 ALUM PANEL IMPACT CATCH-2000 IRAN VIEW-1999 ALUM HEAD IMPACT HOOK-1899 O LUCAS A TURNER,FL P.E.86201 A CHANGED EDGE DIST FROM 114"TO 7116° 2IOW2014 r, I pJ .......,. G �i O&� . / 7718' �,JJr,�;. '•..�L�y' WNNDOWSYST� . No 56201 • 1900 SW 44TH AVE. 718' ' + *� bCALA.,.FLORIDA 34474 I»13118'+1 TITLE EXTRUSIONS 8 B.O.M.-LAR13}E MISSILE IMPACT ¢+�: STATE OP .Iu: PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1677 w++Q�ti .� '9200 HVE IZ TEF 10/11/201 t•ROPPo6TAIPIANDCOt1Fmt3tilAl. 2124/2014 �� •y< pP:`��a ITEM34,38, n�9aeaRLwnowcavrAlNatwn+SDRAwINaIeTHE Evrrov�rrDFctrsrok+ �s•FSsyt•'�� PVCHORR SLIDER 1:22 )WG.NO.:CW8Bt99 ALUMINUM EXTRUSIONS ARE 8088 T8. 9iwa INC.ANY REPRODUCTION I STEms.INC.19 PR r MOLE Eo ryi7�0�A ++� vvRnTEN A 90F9 SEALANT BETWEEN BUCK 1 BY WOOD BUCK BY OTHERS AND OPENING BY OTHERS 114'MAX SHUMI CONCRETEIMASONRY 114'MAX SHIM (SEE NOTE 1) 19th°MIN EMBEDMENT BY OTHERS (SEE NOTE 1) (SBE NOTE 1) INSTALLATION ANCHOR 3118'DIAMASONRY SCREW 7&-'MIN EDGE DIST Yd WASHER THRU SCREW • ' (SEE NOTE I} SUPPORT(SEENOTEI) CONCRETE7fdAS6NRY •..• i'i• 010 W OD AN ANCHOR BY OTHERS ••i• W0 W COD AN W! WASHER THRU SCREW 2112•MIN EDGE DIST • .••• SUPPORT(BEE NOTE 1) SEALANT BETWEEN BUCK (SEE NOTE I) AND OPENING BY OTHERS i a•• SEALANT BEHIND 2 BY WOOD BUCK BY OTHERS 2 712n MIN EDGE DIST 8EALANT BEHIND FLANGE SY (SEE NOTE I) (EE MAX SHIM FLANGE BY INSTALLER INSTALLER SEALANT BETWEEN BOOK (SEB NOTE 1) AND OPENING BY OTHERS PERIMETER SEALANT PERIMETER SEALANT EXTERIOR FINISH 9 1/d'MIN EMBEDMENT �.P: .P: • EXTERIOR FINISH BY INSTALLER BY INSTALLER BY OTHERS I11CMITEM P::'i► PP. BYOTHERS C HORIZONTAL SECTION �, P • P' T FRAME(WOODJ 1 BY WOOD BUCK BY OTHERS 8 HORIZONTAL SECTION 7 FRAME(MASONRY) MAD AND O • • • { LAR FOR 20Y INSTALLATION EXRIRR FlR18H LL . INSTALLATION SAME AS SHOWN BELOW. • • ••• • • I—.114°MAX SHIM • •••• • • (SEE NOTE 1) • P8IRIMETER SEALANT BY INSTALLER••••s • 0004 • • • INSTALLATION ANCHOR 31]8°DIA, SEALANT BEHIND, • INSTALLATION ANCHOR MASONRY SCREWwMFOPRENE • FLANGE BY ••• 7118•DIA.MASONRY SCREW BACKED WASHER THRU SCREW e ••WALLER •• • •• w/WASHER THRU SCREW SUPPORT(SEE NOTE 1) • • • • • SUPPORT(SEE NOTE 1) SEALANT BEHIND e••• s 00 00000* H FLANGE BY EAUNDER RBtlN • • INSTALLER HEADD BBY Y INSTALLER 0000 • sees • PERIMETER SEALANT 114'MAX MIM • • 0 s•s •s • •••• INSTALLATION ANCHOR 7118'DIA. BY INSTALLER (SEE NOTE 1) • •••• MASONRY SCREW w1NEOPRENE • • • ••••• BACKED WASHER THRU SCREW p•r•►• • ►•• • •••• .00. • •• SUPPORT(SEE NOTE 1J BExrEwOR FIMBH ►Y OT14ERSp >►� e p.4 p.C p.r r ► ••►►e'•p• 1 1+d"MIN EMBEDMENT • SEALANTBEHfIib s • • SEALANT UNDERSCRMN p• ►••p.R prp p p p > p (BEENQTEI) FLANGE BY HEAD BY INSTALLER ►I; p.Q.00'. r •' • .• ••► • ••RNETALLER ***sHIGH STRENGTH STRUCTURAL p •pr•rp rp p p p� pI • • GROUT BY OTHERS I PERIMETER SHAT• CONCRETEIMASONRY I+--Zjm MIN EOGs DIST BY INSTALLER 114'MAX SHIM BY OTHERS (SEE NOTE 1) (SEE NOTE 1) EXTERIOR FINISH ••• J:q �J� D ALTERNATE PRECAST SILL DETAIL SILL STOOL 7 FRAME ON BY OTHERS ., ,.s: BV OTHE R9 (MAS RY) ••r• Pi P •• 4�•';' •� P ,•,• USE SOLID Wool) s•�'.;••.;►•�P::" q•P P;fP SUPPORT TO MAKE LUCAS A TURNER,PL pp.98209 A FCHANGED EDGE DIST FROM 114'TO 7118" 2106!2014 SILL LEVEL,BY OTHERS ��1lup httt .. •`b:•..:�: , p��M gL4RE(4't�ni I 7)(�/1[Ll� A 1114•MIN EMBEDMENT ,�� •L•� •" . 0ONCRETEfMA30NRY I (SEE NOTE 1) ,40 OQ'•+•`„� s�c'• !d, � �y�l � BY OTHERS F_Z-VZ MIN® ,L`•OE DIST W NO 59201 19 r 1800 SW 44TH AVE. (BEE NOTE 1) .k F # OCALA,FLORIDA 34474 7 FRAME(MASONRY) 7'�S` STATE. OF •kai�N VERTICAL SECTION INSTALLATIONTHRUFRAMEDETAIL-LARGEMISSILEIMPACT �, `��t •4t SERIES:8200 HVHZ TEF 10/11/2013 _ rROP1�TARtAtACONROINtIAt. 2124/2014 ,' .'�ti� tq*-'a,` HIM GAFOR CLARIFICATION ON PS,AND SUBSTRATE RESTRICTIONSWA13LEREFER ANCHOR ES,EMB D T8, WINDOW SYSTMOO.INC.A�AINM ON INPAOM WINDOW I ORAWING 18 THE s�� dr�r8S��Q' C1�v� PVG HORIL SLIDER tiffiffill A6 " CW�S•889 TES ON gEga -1-W MIN EMBEDMENT (SEE NOTE 1) SHEATHING BY OTHERS EXTERIOR FINISH. INSTALLATION ANCHOR BY OTHERS o, So WOOD SCREW Wt WASHER 7118"MW EDGE DIST 1 (SEE NOTE 1) g gy WOOD BUCKSYOTHERB (SEE-NOTE 1) IW IEA ANT STALBEHIND FIN a'e a 114°MAX SHIM 2 BY WOOD BUCK BY OTHERS a • .(SEE NOTE 1) WINDOW WRAP BY INSTALLER INSTALLAMONANCHOR 98 WOOD SCREW W1 WASHER PERIMETER SFAIANT Mr MIN EDGE DIST (SEE NOTE 1) BY INSTALLER (SEE NOTE 1) • •• 114°MAX SHIM • • • (BEE 140TE 1) • • ••• • • t t12"MIN EMBEDMENT • so*: • • (SEE NOTE 1) . T- o ••• • • • • ••• SHEATHING d e• b • •••e •• • •• •• BY MOTHFRERS d� se•.°e•'�O.•�•' • *00 • •• **so** EXTERIOR FINISH WINDOW WRAP •d 0• BY OTHERS BYINSTALLER • •:•••: ••• SEALANT BEHIND FIN PERIMETER SEALANT ` • so*: BY INSTALLER BYINSTALLER • ...• • •• • ••• p. HORIZONTAL SECTION ' • • • FIN(WOOD) • •••• • 114*MAX SHIM • (SEE NOTE 1) !SEALANT 9EHINO FIN 81111M t*.LER 7118"MIN EDGE DIST $ (SEE NOTE 1) PERIMETER SEALANT °b BY INSTALLER oleo BY INSTAWRAPLLER °�$'e• 2 BY WOOD BUCK BY OTHERS LUCAS A-TVRNERFL P.E.88201 A GHrANO�E/D EDGE DIST FROM 114'TO 7116" 1 °• W0007 INSTALLAD SCREON W W1 CHOR ��`'+I�iDRB�•Sa�,1�G,� �r/ l��bFl/tll►�m� EXTERIOR FOJISH. , (' r BY OTHERS SEE NOTE 1 G B N �.+r� t ) c ti s �%fi WINDOWSY5TeIS ./ SHEATHING ] MIN EMBEDMENT 7• No 58201 F: 1900 SW 44TH AVE. �,OTHERS (SEE NOTE 1) 3*r 1:*_ OCALA,FLORIDA 34474 I * Sr. VERTICAL SECTION �Z,� 3-0 irf STATE OF ;'u it INSTALLATION ANCHOR FIN DETAIL-LARGE MISSILE IMPACT e FIN(WOOD) •i�k. •�/�� 8200 HVHZ TO 10/111201 TE FOR CLARIFICATION O S, TlelromwfAT�tzroNTAr+EoIN THt$ AwuoiePROPRMTARYMM� THE ALerROPo P020cu1 aH ++� s�•�.'1.R�q�ia�yr�t MODEL:PVC HORIZ.SLIDER NTS 'OWS869 HIM GAP&AND SUBSTRATE RESTRICTIONS REFER TO 9roNOF W1ND�INS,=IS�HotET®oV7THE •gL�li�i�i+it 4R,' orfs ON 2, A s aF a IW MAX SHIM (SP1 NOTE 1) 118'ALUMINUM OR 1/19"STEEL MIN.RECrD INSTALLATION ANCHOR. (SEE NOTE 1) $10 SCREW(SEE NOTE 1) PERIMETER SFALANT BYINSTAILER r118'MAX SHIM (SEE NOTE 1) SEALANT BEHIND FLANGE BYINSTALLER PERIMETER SEALANT INSTALLATION ANCHOR BY INSTALLER #10 SCREW(SE;:NOTE 1) • s• SEALANT BEHIND FLANGE • • • BYINSTALLER • 0000 • • • •••••• HORIZONTAL SECTION • 0000 • • • • • 0000 00 • •• •• 0000 • •• 0000•• • • INSTALLATION ANCHOR,#10 0000 •••• SCREW WINEOPRENE BACKED *0006: • • • • WASHER THRU SCREW • • 0000 • •••• SUPPORT(SEE NOTE 1) • • • 0000•• • • 0000 • •• 000000 ' • 0000 • •• • 0000 0000 • • • • •••94LANT,'BEHIND FLANGE 118'MAX SHIM BYINSTALLER (SEE NOTE 1) PERIMETER SEALANT 118°ALUMINUM OR 1118°STEEL MIN.RECPD PER BY IMETER S (SEE NOTE 1) LUCAS A.TURNER,FL P.E.68201 A CHANGED EDGE DIST FROM 1/4"TO 711 B' 021=014 CONTINUOUS DOUBLE 3118:BEADS OF TREMOIAZE 01800 SEALANT ORECLUNALENTAROUND PERIMETER ATALL INDICATED POINTS BETWEEN ++unrtrrirt+ FRAME AND BUCK BY INSTALLER ,,�•t13,ri,A� A ,�4. enls G �$ WI4 MAP NDOWSYSTEMI, VERTICAL SECTION �QU .N• 5$201 ",' % 1900 SW 44TH AVE. $*1 i*Z OCAL&FLORIDA 34474 y ,•' TMt; INSTALLATION PORCH ENCLOSURE DETAIL•LARGE MISSILE IMP. ,z +� STATE OF . U. ES: wNt+ : re "yC�'. 1 :��+� 8200 HVHZ TEF 10M1Y1013 THE INFORMATION CONTAIN90 ING THE=Z PROPM"OP C t1 OM ,�,iit..4();q t d.��``�� PVC HORIZ.SLIDER NTS .No'CW8 869 tCAT O TYPES, WINDOW INC,9Y9TEM9, ANYREPIIOM=ON IN PART OR ABA WHOLE WITFI011f 7HE �!ht��P>fAL. �`�� HIM OAFS,ANDSUBSTRATE RENTPJC71ONS REFER TO WRRTEN pIItM198lIN•1 OF CLL9TOM WINDOW 9VSTEMB,INC.IB PROHIBITED. itr++�t++yti11 A BOPS N 2L4gLT Florida Building Code Online Page 1 of 2 } # 90 I-jida Depai M?j t;c Bps Home Lag In I User Registration Hot Topics Submit Surcharge j Stats&Facts PubliMiam � 'FBC Starz ; SM Site Map ': Links 'LL Seardt,j TyBlusiness-�t-!)�, 1 r01�ss�V1 till roval USER:.Public ReOUI dtion a eBC l43 Product Annrovat Menu>P oduct or f nnlicatinn rah>Avdkatian List>ApPlICUUan Detalt _. FL# 14850-R1 Application Type Revision Code Version 2010 Application Status pproved Comments Archived [i Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474- •(352)358-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 221 jthompson@cws.cc Categorycterior Doors Subcategory Sw[nging Exterior Door Assemblies Compliance Method 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 Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE R Validation Checklist-Hardcopy Received Certificate of Independence 814850 R1 COS EvalRen CWS-641A ISD-8750 IMPACTI ndf Referenced Standard and Year(of Standirt? ••: mss• i i 090 Year •• •i V"Di�A/ )VIL1jI.S.2/A-440 2005 ••• ••i ASj:4H 1M0i i ••• 2004 ASTM E 1886 2005 ASTM E 1996 2002 • ••• ";45"a/202/2Q3 • 1994 •• • • • • • •• • • Equivalence of Product Standards • •• • • •• • • • Certified By ••• • • • •• • ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org/pr/pr_app_d41 vspx?O;rEW--Wk'VkgvtDquH1FzfePouW... 2/27/2014 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 gate,Approved 01/31/2012 Summary of Products L# Model,Number or Name Description 14850.1 SD-8750,Impact. SD-8750 French Door w/SD-8710 Sidelights,Impac. Limits of Use Installation Instructions Approved for use in HVHZ.Yes FL14850 R1 1I ivWS-6416 fSD-8750.IMPACT9.odf Approved for use outside HVHZ,Yes Verified By: Lucas Turner 58201 Impact Resistant;Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other.Large Missile French Door w/Sidelights,Max. FL14850 R1 AE DuPont PV5 NOA 11-0624 01.Ddf French Door 6'x 8',Max.Single Door N x 8',Max.Sidelight FL14850 RI ,AE QgPont SGP NOA 11-0624 02,Ddf 3'x 81,DP+/-70 psf. FUASS0 R1 AE Evallkeo CWS-641 A(SQ-87!j0, zNIPACT).Ddf FL14850 RI AE Mikrori NOA l.1-0830 09.odf Created by Independent Third Party:Yes Contad if,::1940 North Monroe 9trr,et,TallabaMe FL 32Phone:850.'W-1824 The State of Florida Is an AAJffO ampbyer.Coovrroht 2DD7-2013 a of MMda,::Pr_ivacv Statemem::AccesglNlftv Statemer6::Refund Staterm under Florida law,small addresses are public records.If you do not want your e-mail address released In response to a public-recortk request,do not send electronic mail to dus entW.Instead,contact the office by phone or by tradtlonal mail.If you trove arty.questions,please 4ont bd 850,487.1395.'Purarart to SeGion 455275(1),Florida Statute,effective October 1,2012,licensees licensed under Chapter 45S,F.S.must Provide the Dapartrnem with an email address ff Ow have one.The smalls Provided may be used for official cornmurdtlmr rawith ttie Ikenaie6.However rel addresses are public record.tt you do not wish to UMVIy a personal address,please provide the Depamnsint With an anal address wNdi can be made available to the public.To determine If you are a Ikens,°e under Chapter 455,F.S.;please c8dc haL. Product Approval Accepts: SL C Htt'lil'!A 7:1 t:?i,5' WW •• ••• • • • • • •• • •• • • • • ••• • • ••• ••• ••• • • • • • • • • • • 00 • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • http:/lwww.floridabuilding.org/pr/pr app_d��aspx`.parana B` 0wtDquH1FzfePouW... 2/27(2014 s Lucas A. Turner, P.E.,MBA Evaluation Report 641A 2080 Mauve Ter. North Port,FL 34286 Ph. 941-380-1574 December 7,2011 Product Description: Series SD-8700,FD-8750, SLT-8710 PVC Swinging Door,LM Impact, 3'x8'nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44a'Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-641A,signed and sealed by Lucas A.Turner,P.E.on 12/7/2011. 2) Test Reports NCTIr210-3761-1,-IA,4B,4C, -2,and-2A from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440-2005,and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS-641A,signed and sealed by Lucas A.Turner, P.E.on 12/7/2011 Installation: Units must be installed according to approval document CWS-641A. Limitations of Use: This product: • May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and 36 3/16"x 9T'Sidelite sizes,with glass types and max.glass daylight sizes as shown in CWS-641A • Achieves design pressures of+1-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas(formerly SentryGlas Plus or SGP)Interlayer per Miami- Dade N.O.A.#11-0624.02 • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#11-0624.01 • Requires M Aon rigid PVC frame extrusions per Miami-Dade N.O.A.# 11-0830.09 • Anchors indicated in CWS-641A shall be pan or hex head type and shall have a head or washer(integrated or separate)diameter of 0.420"min. 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. •• ••• •• •� �� REfil �� -.� ' �}� +• ,#' fes+ * t F • •••�,'i+i• ••moi `J•��1°� �`'�r :.' 000 12/7/11 :.=,'.o+�« . :y., app : 4 Lucas A.Turner,P.E. c� FL PE#58201 Lucas A.Tumer,P.E. 2011-12-0717:53-05:00 �� ' � �J `+�'"„!�� ow ••• • • • ••• • • FVG IMPACT�QUIREMENt: 40"MAX SINGLE, 79°MAX FRENCH DOOR WIDTH DOOR WIDTH37 6f8' 37 Sf8" 1.THE PRODUCT SHOWN HEREIN 1$DESIGNED AND MANUFACTURED TO COMPLY WITH THE PANEL WIDTH PANEL WIDTH FLORIDA BUILDING CODE,CURRENT EDITION. 28 518° 28 ° 2.OLA73NG DETAIL:(SEE SHEET B) GLASS DLO GLASS DLO 3.APPROVED CONFIGURATIONS:SINGLE OUTSWINO,SINGLE OUTSWING W1 SIDELITE(S), A 1 LC. FRENCH DOOR(S).FRENCH DOOR(S)W/SIDEUTE(ft 31DEWTE NON ATTACHED I 81112" 4.LOCK OPTIONS: 97°MAX I Or MAXA 13 BLE BORE W1(2)INTERIOR FLUSH BOLTS(HANDLE SET @36°) UNIT 20' B.MORtISE LOCK WI(2)INTERIOR FLUSH BOLTS(HANDLE SET 0 347 HEIGHT _ _ HEIGHT C.MULTIPOINT(4PT)(HANOLESET @34°). 'ABOVE 8'8": A.MULTIPOINT(m-nMANDLE SET @ 34"), �/ �/ 95 3116" 8.DESIGN PRESSURES: P��" X X X PANEL -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM B B D D HEIGHT E-1300 HEIGHT -FLUSH -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST I BOLT ON PRESSURE,AND GLASS TABLES ASTM E-1300. X16 PPAANEL� 84 3f1(' S.ANCHORAGE:THE 331(3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN.OF THIS, SEE SEE NOTE 4 PRODUCT:.8EE.6HEETS 11-14 FOR INSTALLATION'DETAIL WIND LOAD DURATION FACTOR S•.OTE 4 I GLASS Cd--1.6 WAS'USED FOR WOOD ANCHOR CALCULATIONS. • • 81/2° I I T.PRODUCTS APPROVED FOR IMPACT RESISTANCE. • • ••••• A -j C 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS ARE PROCESSEDAND • •••• • tN6LE BOOR FRENCH DOOR TIERODDED TOGETHER. • • •••••• 9.REFERENCE TEST REPORTS:NCTL-2103781-1,1A,1B.10,2,PSA •i••NOTE:HINGS SPACINGS ARE W42'MM ENDS 383118'MAX UNIT WIDTH AND A MAX F 20"cy N CENTER F :j1'TO 97° 33 6I8"SIDELITE WIDTH 10.1x or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY •••L1ViT HEIGH •• •••• • TRANSFER ALL LOADS TO STRUCTURE,BUCK ORFRAMING IS RESPONSIBILITY OF ARCHITECT • • 22 818'GLASS DLO OR ENOINEER OF RECORD ••••• • •••• •••••• • • • • • • •••• 11.SERIES f MODEL DESIGNATION:SD-6700,FD-0750,SLT-8710 • • • •••••• / 17-6 ECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. •••••• • •• •••••• 9T MAX _ 13.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE-THROWN DURING SEVERE WEATHER. • • • • UNIT • •••• • •• HEIGHT 14.QUALIFIED ALTERNATIVE LOCKSET I DEADSOLT HARDWARE IS GRADE 2 BY PAMEX • • • • •••••• •••• • • I AND DELANY. 0000 1 S.MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 94 618' F Q F SIDELITE 18.THE DESIGNATION W AND V STAND FOR THE FOLLOWING:%-OPERABLE DOOR, HEIGHT 0=FIXED PANEL DESIGN PRESSURE RATING ±70 83618,ALUDAS A.TURNER,FL P.E.68201 A UPDATED PER 2010 FBC 1111412011 DL µp111)ubfif, Mae.,.,P400�. ®r- TABLE OF CONTENTS £ No 55201 ;gyp 1900 SW 44TH'AVE: SIDELITE GENERAL NOTES&ELEVATIONS.-..1-3 *; 4 * OCALA,FLORIDA 34474 ANCHOR DETAIL&NOTES...............Afv� =ro �:P1L' GENERAL NOTES&ELEVATIONS•IMPACT uma GLAZING DETAIL......._.........................5 LTww.PX 2011-12-0703:83-06700 XY �DSt 3'r TE OP •w+' SECTION VIEWS..............._.................84 -"'187W-8760 17J07111 ~iOt�'.,A p �i� ,1* ` 'ADE 1215!2011 BOM................... .................................9 pNdM83TAAVAROCdNBDENT14l .. �`i F-.,0 R�9..•'p�� WD-R: SWING DOOR 0.rn:OW3 841. EXTRUSIONS......................................10 7FqE INFORMATION CONTAfNEOINTHIS ORAWIWISTHE SWLEPROPERiYOFCUBTOM .�DOME W"N �L1ye/ .• ��,� INSTALLATION DETAILS...._.,......... .11-14 wmrrEENP M bNaF cuarOM �W�PTEEMMS.INC.I8 P aNle r f�� 't E' A �� 1 OF 44 1613/8'MAX UNIT WIDTH 115 3118"MAX UNIT WIDTH 38 3118"MAX 79"MAX 363116'MAX 79"MAX SIDELITE WIDTH FRENCH DOOR WIDTH SIDELITE WIDTH FRENCH DOOR WIDTH 33 818" 37 818"MAX 33 818' 37 518" PANEL WIDTH PANEL WID PANEL WIDTH DOOR WIDTH i 97'MAX \ % 97'MAC MAX D UNIT UNIT 12 HEIGHT HEIGHT � � O X X O 95 3116' 94.618" O X 95 3116' SIDELITE PANEL SIDELITE LFLUSH HEIGHT FLUSH HEIGHT HEIGHT HEIGHT 83 818'' ONLT 84 3118" 83 fire"SIDELITE INAcnVE DOOR PAN L SIDELITE 84 3118" GLASS SEE PANIEL GLASS DL GLASS SEE DOOR PANE • •040 % BNOTE HT 9 4 DLO , NOTE 4 GLASS DLO • • •••••• 22618' •••••• • • • GLASS DLO GLASS DLO 1 GLASS DLO 12 • • 000000 FRENCH DOOR Wl SIDELITES • •••• •• • •• •• SIDELITE W/FRENCH DOOR ego:** • •• $NIB'MAX UNIT WIDTH SILL •••• 3g,�1�"f��C •••• 40"MAX • • SIb�LI1�EYyDTH. ••••• SINGLE DOOR WIDTH :4000: •33&8- 37 818' HEAD PANEL WIDTH DOOR WIDTH • •••• •.10010• • or MAX s•• F / B • ••••UNIT 4000 13 11 HEIGHT ••• DESIGN PRESSURE RATING ±70 84 N8^ c95 3116" SIDELITE X PANEL HEIGHT HEIGHT LUCAS A.TURNER,FL P.E.58201 A UPDAT/EED PE.R 2010 FBC 11114!2011 843116, S}ASS SEE DOOR PANEL LL FRAMES DLO , OTE GLASS DLO MECHANICALLY FASTENED ��.+p�r..,��oE�sF^..R�+ 1 �;3 v i No 58201 �: 1800 SW 44TH AVE. # *a OCALA,FLORIDA 34474 E M S a ELEVATIONS 8'0'W!FLUSH BOLTS-IMPACT A �z 9 STATE or :41 r 13 11 L 28 6W 4�0% 11U: rmras_6700.8760 ^mvNPY ADE A-r 1215/2011 22 5M"GLASS LO GLASS LO THEINMRWTIONCONTAINEoiNT stMAAVnNG19T�ESMEPROPearvOFcucumm ��ifiSs;�R��e�`° �PVC gYyING DOOR CWS 841 www w P td�r �REPA9 Ttw�NY8fE1VG9�iMC�IBAPRaHBI E rtfr tet,,IONAmNtiy1� ,. r. ,.R: A c: Z OF 14 SIDELITE WJ SINGLE DOOR " 4D" MAX 78'MAX FRENCH DOOR WIDTH 36 3116°MAX SINGLE DOOR WIDTH 37 SINGLE DOOR WIDTH �GLASSDLO� ANEL WIWe.DTH PANEL WIDTH IDELJTE WIQ $ 28518" 26618" 22 SM CLASS DLA l3LA33 DL LASS DL H11O2"81'MAX MAX UNIT FLUSH 16" FLUSH 786/8° UNIT HEIGHT BOLT 793116 BOLT 81' SIDELITE HEIGHT DOOR 79,V16" X PANEL X X MAX HEIGHT PANEL 0 HEIGHT UNIT 0 Be 3118" HEIGHT HEIGHT DOOR PANEL GLASS DLO SIDELITE 67 jr L 6B 3116° SEE 8EE 31DELITE DOOR PAI NOTE 4, NOTE 4, GLASS GLASS ALO 3H71 i BHT 1 DLO 8 112° f • •• [NOLE DOOR FRENCH DOOR SIDELITE • • ••• •• • •• 112318'MAX UNIT WIDTH • •••• • • • NOTE:HINGE SPACINGS ARE 8 iP1'FROM ENDS • • • • • 36311W MAX 40'MAX 09608: AND A MAX OF 21 5118'ON CENTER FOR UPTO SIDELITE WIDTH 37 5V SINGLE DOOR WIDTH • •••• • • • $1'UNIT HEIGHT. 33 618" • • • PANEL WIDTH PANEL WIDTH. • •••• •• • 81" • • • • • •••• • •• •••••• MAX • • 79'MAX FRENCH DOOR WIDTH UNIT FLUSH 161318"MAX UNIT WIDTH . •••• 36va •••••• HEIGHT BOLT 79 3116° • • SIDE61TE WOTH •••• 37 618' 78 618° DOOR •••: • 6/8' PANEL WIDTH' SIDELITE O X O PANEL PAM M15TH HEIGHT HEIGHT • •••• • •• ••••• • • 81° • •• •• \ SI FLI SEE DOOR PANEL SIDELITENOTE 4, GLASS DLO • •••• MAX'[• •• •• i —FLUSH GLASS / BHT, HEI{1ItT ••• BOLT 799116" DL I 78 518° PANEL SIDHEIGHT O x X O HEIGHT GLASS DLO (LASS DLO 67 S/8' 28 6V DOOR PANE SIDELITE-DOOR-SIDELITE SIDE SEE GLASS DLO A UPDATED PER 2010 FBC 11/1412011 GLASS NOTE 4; LUCAS A TURNER FL P.E.68201 DLO � % � { SHT1 . ; ,�o��`�I�yDR�GyF'Oyi 1IN�.... 22 618° 28 618° ,��Op68 AIgF••.Pyxis GLASS DLO" GLASS DLO v tt Na 58201 SAS 1900'S1N 44TH AVE FRENCH DOOR WISIDELITES :*? *=OCALA,FLORIDA 34474 y y Q'C ELEVATIONS 6'8'W1 FLUSH BOLTS.IMPACT i .1b1. STATE OF .W I: itJ07/1f s p .�` �'t�wOC SERIES!870"760 7AW?lRr ADE "7E' 12A/2011 DESIGN PRESSU :E RATING nen oRw�,v�oNtur°oaTMls�aapnw,No,°Osn�+e8"'aevteoremvoac au 'yi S'�OF110 ��'Np MO�`PVCSWINGDOOR 'r CW9841 f7� rre� is�cusro tw eipvaPre+sO ,s IQ,roaR iySrpNA�F� ti`s 11e7"L A :s. r. 3 OF 14 I • i MIDSPAN 4" EXTRA ANCHORS 4" 4' 4° 4`r q• SEE NOTE#2 REQUIRED IN WOOD j 6"MAX 4" INSTALLATIONS. 2" � � MIDSPAN 8'MAX �4• 2" 2" ! �.MAX 7 8"MAX---i 6*MAX —4v MIDSPAN ®•i MAX 81/2' 17•MAX 111 213116n O.C.(TYP) 17" PJ( i 1 r" THRU f -- MAX O.C. HINGE 21 6718" 0.C�(fYP} MAX. i f • • SEE NOTE#2 • • \ e 97060 • S(ALITE i • :)OOR SIDELITE 1 / ••r♦V0�3' •• • •• •• SIOELITE DOOR DOOR SIDELITE •0 WIPI14WALL ONE A NCH"AT EACFINPi99AI"TION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. r •V SEAM AS REP q f4(:l INSTAL WAVCHOR USING LOAD BEARING SHIMS'MAX.ALLOWABLE SHIM STACK TO BE 1/0. USE SHIMS WHERE SPACE GREATER THAN 1!18.18 PRESENT. j i •U1,0*13 BEARING SHIMS SHALL 8E WNBTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. • 4.1/4•DIA.ITW TAPCO>Tibm.sco RY AHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 11/4'INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2112"$HALL CHIEVED E b.912 WOOD SCREVVrA=VCHORS M:STZ9t tI j SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1318"INTO 2 BY WOOD BUCK. • ••{.,WNIMUM EDQIi®19TANCC OF 1WHALL BE ACHIEVED IN ANY DIRECTION 6.#10 WOOD SC4t(THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 SW INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 71W SHALL BE ACHIEVED IN ANY DIRECTION. 3/16°DIA, INV TAPCON M{SONRY ANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 114"INTO MASONRY.A MINIMUM EDGE DISTANCE OF 11/8'SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER DISTANCE OF 2 13116'SHALL BE ACHIEVED. i 7.ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION.RESISTANT MATERIAL OR COATING. I DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. I 6.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.TURNM FL P.E 66201 A UPDATED PER 2010:FBG 11/i412D11 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ��IIf rPnr ��ytyDREti�y�4 � 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIA.WITH THE FOLLOWING PROPERTIES: ,��PT�, ,r � ^ A.WOOD-MINIMUM SPECIFIC GRAVITY OF G�.65(SOUTHERN PINE OR GREATER} �G5" ,\ SF 'Q.y r B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. ``J 1 ; %- C.MASONRY-STRENGTH CONFORMANCE TO AS C90,GRADE N.TYPE 1(OR GREATER). *�.r S No 58201 ?7: 1 B00 SW 44�f H AVE. z* OCALA,FLORIDA 34474 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE S�}� * �-Cc*trrLe ANCHOR SCHEDULE&NOTES-NON IMPACT OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE STATE OF } ' yER,ES: RAW'S ave ATE' WITH THE CURRENT VERSION OF THE FOLLOWING THE REFERENCE DOCUMENTS: O �2 6700-5760 ADE 12/6/2011_ FMA/AAMAloo(FIN WINDO(NS),FMA/AAMA200(FLANGE WINDOWS). PROPMErrRYANDCOMOENTac 11!07/11 4��-.f<ioptaF ��i`` rODEL: FMAWDMA260(BOX WINOD�O)WS),FMAIAAMAIWDMA300(EXIERIORDOORS)_ THE INFORMATIOVCOWAINEDWTWO DRAVMJSISTHE SOLE PROOEIMOFCUSTOM �rrb`y/ •.r..•��,�� PVC SWIG a CWS;641 WINDOWPMWSW OFFcUSI�0MWNiND"'av°N NSYSTg s,M0PRo�rwE urTHe �i� UNA �t ; A T 40F14. f I I i REQUIRED GLASS TYPE WIDTH HEIGHT MAXSIDELITE MAXS0IGLE MAX FRENCH 1"OVERALL 1"OVERALL 81"MAX TYPEA TYPEA TYPEA 3/16"TEMPERED 3118"TEMPERED 87'MAX TYPES TYPES TYPES 6118'AIRSPACE 318'AIRSPACE 1/2'LAMI 7M8'LAMI 311V ANNEALED GLASS 3118'ANNEALED GLASS 105 DUPONT PVB INTERLAYER .080 SENTRY GLASS IONOPLAST INTERLAYER 7�F 3118"ANNEALED GLASS 3118"ANNEALED GLASS 91 31KA•81KAFLEX 682 or 11 SIKH-SIKAFLEX 552 or SIAMr GLAZE"H" HENT -PURFECT GLAZE"W `• 3/4"GLASS SITE 314°GLASS BITE • • 0000 • • • • • • 0000 10 0000 • •• • •• • • 0000 4•w• 0000•• • • • • • • 4••0 • 0000 • •0 • f • 0000 • • •f • •• • 0000 • 0000 • •• 04 9900 0000 4 • • LUCAS A.TURNER,FL.P.E.$8201 TD PER 2010 FBC 11/1411011 `t'4t41tlllllr,14 aar P,IyOR-W TG,, ~y i• No 58201 ,?*: 1900 SW 44TH AVE FULL SIZE ULL SIZES _* OCALA,FLORIDA 34474 ^fix, '4= r>e: GLALNO•IMPACT GLASS TYPEA GLASS TYPE B /" S`�O? srATe of ham. 1Z/07111 y 0'../ ? •'e Q 8700-8750 ADE 12/5/2011 MOMPTARYANDCOMHM ION CONTNM180IN 7FII90RAWIN01 '+t�iE961.E PtmPERTY OF CItBTOM �i t•Si•��Rib.a Q�,�aa ona, :t;.,�. ,r.m. : WmDow P MRE�-iol�+oFeus�ie+w�i=M wsv PAI'MOORASA ataie M OW ��`ih i@Nk y�y p�*,a PVC SWING DOOR . .�Eft1:1� .,'r�T• CW F841 . 84 7 68 18 �I 1 NL�SBL�B 18 � � 0 3 � 4 (�lo t • 0000 • • • • • • • • • SECTION VIEW B-B • 0000 • -:�� • • • � 0000•• 80 i • 0000 • •• •• • • • 30 1 0000 • •• •' • ALTERNATE 2 • • ALTERNATE 1 •••. • 0000 •• • • • • • • •••• • 0008 31 • • 0000•• � • • 0000 3 ••• • • • •• • •••• •••• •.• : MORTISE.LOCK W/FLUSH BOLT 3 MULTIPOINT LACK • • ••• 4 8 ' 9 LUCA9A TURNER FL RE 63201 A UPDATED PER 2010780 11/14/2011 ��pf:lwtlrlryt 0 ITEMS NOT SHOWN FOR CLARITY: 88 10-12,13,16.17.22,43,48,64,57,58 ,.�c�r v� 9F°-�dr; �.. ...• 6 ITEMS NOT USED IN VERSION SHOWN: 4'v Na 56201 k 1900 M 44TH AVE. 2,3,8,9,15,18,25.28,30.34,38-40,43,52,63,60,82,65,613,72,78 `•k.p * ;t OCALA,FLORIDA 34474 p r j y X R SECTION VIEW-SINGLE.DOOR ..e J7— y~sti STATE OF !#t: a: dgy. SERIES! RAW 'l BY:ADE anTe: 12/5/2011 PRGPRIETARY/Natrwme!!ra! 12107/11 +�T'-.� OPS:��: 87008750 _......__.._14 T!•INFORAWTIOM OaNTAWEO INTW18 CRAWW018 TWE SOCE pltOPERTVcPctrim ow'q OAI. ,(�,q� h�a2t.:- .L' 6N0: PER sraItNV re�P a vffr�Ur� ,i��!`y+;��„�14a PVC SWING DOOR et_��re NTS A ,+SET: CWS 641 SECTION VIEW A A 6 of 14 INTERIO $ 1 ee 7 14 7 _ 19 3 14 18 8 1 1 41 - 18 4' 1 4 8 _ 4 1 i ii 19 Ikl S 5 4 1 3 44 3 i • 3 4 3 • • ••• • •• •• ••• • • • • • • • • 1 •••Poe •• ••• • • • • a , •• ••• •• • •• •• 35 •• i'• " "IftfTRR40R SECTION VIEW D-D •• • .• •*0600* • • • • s ITEMS NOT SHOWN FOR CLARITY: 0 10-12,13,15.17,22,25-28,35-39,43,54,57 ITEMS NOT USED IN VERSION SHOWN: 8 8,8,15,18,25,40,42,48,46,48,52,53,58,80,74,76 �., "' 1 Y LUCAS A TURNER FL.P.R.58201 A UPDA7ED'PER 2010 FBC 11!14!2011 "".. {{1{111771/7117 $v t' Pb 58201 ..+-P: 1900 SW 44TH AVE. OCALA,FLORIDA 34474 SECTION VIEW C-C Z R 6 * ;¢� SECTION VIEW-FRENCH DOOR STAT E OF ;FRIES: )RAWN Dv: TE: .121�01 THEINFORhUi7tON CON'CAINED Rp�JMATHM U AWNGANDC N3TI#BOLE PRDPERT IV 711 M y P'(uk'�?>•�, 67DD•A75D �E !a.Mq WjNo ENPEP6 M1 jrrNoAN Y t 0NWPAft70R rs��Rw UTTM ��i•�*gpp',k f�t�1�� PVC SWING DOOR ,� 179 . C1 7 e y 3 0 11�814B 4 5 � 4 0 4 • SECTION VIEW F-F 8 SEALANT APPL:IEDTO ' ' ' ' • •• "' • • • 1 ADJOINING FACES BY INSTALLER *04 see • • N10 HEX WASHER HEADTEK •4••• • • •••••• JOINING DOOR FRAME TO • • SIDELITE. ' •"• • •• 000 W FROM TOP AND BOTTOM """ • 17°MAXONCENTER. • • •*:Goo* 969090 - t • • • • •••••• ••• • • ••• SEALANT APPLIED TO ADJOINING FACES BYINSTALLER H10-24 x 1-3(4'TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. 5 (SEE PAGE 1,3 FOR HINGE SPACING) 9 LUCAS A.TURNER,FL RE 56201 —A-[—UPDATED PER.2010 FBC 11114!2011 9 ITEMS NOT SHOWN FOR CLARITY: 56201 44TH AVE. ITEMS NOT USED INVERSION SHOWN: *e S A OCALA,FLORIDA 34474 1-3,8,7,8-18,17,18,20,21,23,24,28,27,30-39,41,4448,48 2,34-58, 88-81,83-71,74,78 3ECT10NVIEW-SIDELITE �Z r,O[ 6TATE DF .'4r: Q: -W: .ValFs: 2a.uRt c':ADE °nR 12t'/2011 T> m oaMAnoNcoNrau oNir�Isa wRA ouolo a THE SOLE rr�rifi3��R10Q'Ot+� otEt.:PVCS I a YMMOW SYSTEM NO.ANY REPRODUCTION IN PART OR ASAWMOLEWMKWTHE r�r S/n .... 1 � PVC SWING DOOR NTS °CWS6Ff SECTION VIEW E-E WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS.NM 19 PROHIBITED. r<<7tTtjj A.�mt��+� T�'r.t.=tr- A .. . 80F 14 .................. ................... RULMLE KTir-yim m u I"I-; r, liLqu.a a-.1-A m.I M WE M -,7i yl m•e v-."g ATo- I g I yj a 7j,rc-, M L W I—:,:�I"v dal-;To',= -A:[•&I m]� Em"ll, Mim"q;;-�' Jqm- EM"IM =ALL,T-M M:i5g m EM WYM "Lum Mol�;'595i �Mkwk=m "Maa �Mmffmm AMIN lalm "Lown YI "LZ wr v (ci, 11-5— - -ijw-gl'. MLU�� "LAL wag, �Llw- - ";f, Mwlwmmmk@�� LIM lug, OEM M.M. -S K-'A L-IL"Lfireolvi zmlgrg lwjgw':lqv; ,FJIELM. , Lv& 5 L-1 A 0 u L.Ulm UV "92LA, MU.' 01'7 "F •11MELUM "IT; =�Wwkza'lm I E ji,=-,m F.---T-1 ��Mmww- -�0 � MA MIN Lw"- - EV.99=1 W. OEM MpT4K14 M F.-1 F,K-oli,-M WA ull,rm 13'UPDATED PER 2010 FBC kq U.—o", AJ" 1900 SW 44TH AVE. OCALA,FLORIDA 34474___ i• M, i 49118" .OTB 1.760 2314" ua" cli 1/18' 3Ij" TeX1118" DRIP CAP-1817 SIDELITE COVER-1816 DOOR HEAD-1833 ! 4 6118° 1 6.600 ' 2 1 16118° so 608 49/16'—A82 3qE 9 1116" 0 H314'- 118, FILLER-1784 11118 REINFORCEMENT-1867 SWEE -1916 1/8. 1 DOORSILL-1878 8 PVC DOOR PANEL-6083 2 1l8° INSERT,IN ACTIVE PNL-1849 1911871 9116° 1118° • •• �1.470 1�18" � • • ••• • • •• 1/16" 1118' INSERT.BACK-1885 8" • • 5 45110' •• ••• • • i7: : INSERT,FRONT-7�4 .618 • 1118" 2.938 •i ••• •• • .3 1.077 3 • 19/18" • ••• • • • ••• _e • PVC OLAZINOBEAD-8084 S/B° 1118• • • • �gym&1880•••••• REINFORCEMENT-1851 REINFORCEMENT-1856. 1 Uri•• ••• I 9118° • • • •••••• HEAD COVER-1 • 6 •• ••• • • �1B, •• • • 1.470 2.437 •••• • •• •• ••• • �i6• • • 4 69 .070 ',so 1118" 0 314° •••• z 1(2' 1/1.6' 2.838 V18" THRESHOLD•1783 13/1 REINFORCEMENT-1662 DRIP COVER-1916 SIDELITE-1881 3°�� 8 REINFORCEMENT-1880 4 916" LUCAS A.TURNS FL P.E.88201OUPDATED PER 2010 FBC11111412011 080 *tiirlrtrrerrf�� #8IDELITE-1190*0 078 1 2° ,Q �C�OR£4t rG�� &w4wJ>�—+„�•G � .. 6” 2.281 ►.`,�� No 581'01 �p 5. 19008W44TH AVE. ASTRAGIAAL COVER-1659 *. I ! FLORIDA 34474 ?'0% et Exrms s-IMPACT FRAMECOVER-1808 X71 arAT9 Og to 8'12/87/11. +, • pdt �C EAIE48700-8750 "'"°Y'ADE `'' 12IW2011 THE rMFORMArONCONTAINEDINT 9DRAWIINOIO 9THE�SM PROM"OFCUSTOM 4'�FS•�,Q::�o••p�`�` �xI'pVCSWIM110DO0R 12 NS-641 WSCALE WARmENNP SIONOFFOUsr�WINDOw YSIN TEMS,RT,IIRNCISAPRWHOMp OUED '��rh'4NA�t FV.LET�Tea: A eer: NOTE:ALL EXTRUSIONS ARE 8081-TB ALUMINUM 10 OF 14 INSTALLATION ANCHOR, SEALANT BETWEEN BUCK 114'MASONRY ANCHOR[C] AND OPENING BY OTHERS CONCRETE/MASONRY 2112"MIN d- p BY OTHERS EDGE DIST.[Cl 3d. d fd dl Pd '�►did: ,P EXTERIOR FINISH 1114"MIN. BY OTHERS EMBEDMENT[C] 13Y OTHERS.[A] K t JAV MAX SHIM[B] PERIMETER SEALANT BY INSTALLER 112 MAX VIM{8] I114'MIN. Fl EMBEDMENT[C] I� 1 BY WOOD BUCK BY OTHERS. I[TjI FRAME MEMBERS MUST BE FULLY CONTINUOUS DOUBLE 311 E'BEADS OF SEALANT SUPPORTED.[A] AROUND PERIMETER AT ALL INDICATED 4 4 POINTS BETWEEN FRAME AND SILL na BY INSTALLER INSTALLATION ANCHOR '� CONTINUOUS DOUBLE 3118'READS OF SEALANT 4' 1N4'MASONRY ANCHOR IC) • •• AROUND PERIMETER AT ALL INDICATEDa'�• • • • POINTS BETWEEN FRAME AND SLL a d • •• •••••••••i •• •• , I311 NSTALLATION ANCHOR,INSTALLER FLAT MASONRY ANCHOR• ae.'� THROUGHHINGF_.[Ej •: ••• • • "n` �'.`.� 2_1M MIN • • EDGE DIST.[C] • w Y � e • • • INTERIOR , • • SEALANTSETWEEN • ••• •••••i • • PERIMETER SEALANT BUCK AND OPENING • • • • • BY INSTALLER. BY OTHERS • a • • EXTERIOR FINISH 1 114"MIN, •• ••• • •• BY OTHERS EMBEDMENT[C] 0:4 • • 000 ••0*'*'• • /�1HORIZONTAL SECTION •••• E(MASONRY} REFERENCE NOTES: INSTALLATION ANCHOR, 114'DIA.MASONRY ANCHOR[C] (AI SEE NOTE 10,SHT 1 IL! SSE SEE OTE 2 4,SH 4 +.I CONTINUOUS DOUBLE 3116'BEADS OF SEALANT ID3 sEE NOTE e,SHT4 ILTaI AROUND-PERIMETER ATALL INDICATED IEJSEENOTE 8,8HT4 POINTS BETWEEN FRAME AND SILL BY INSTALLER. A UPDATED'PER 2010 FBC 11114/2011 LUCAS A.TURNER FL,P,E.51 01 NCRETU PERIMETER SEALANT BBYYOTHEIi.4MASONRY � ,1.C1R6�i�p+y�. BYINSTALLER amu• .'SCP-AS VPwo. "✓•a cam! e4fp e b q, bes b s,. a 4-�• No 56209 A: 1900 SW 44TH•AVE. 4 s e 'e :.*i ,�a OCALA,FLORIDA 34474 9�e EMBEDMIN. ENT[C] 4� o} }Q.r� ANCHOR:DETAIL(DOOR)IN 1 BY BUCK•IMPACT z Ire.MIN. xs: aTAT9 OF :AU EDGE DIST. C +O: p V' ES87D0-0760 r'w"'� ADE 1215/2011 PROMErARVANDCOtME101M IV07111 'e�*% ( 9p�'��CCAM _ VERTICAL SECTION 'mINPOPMTONcmrAR;WINTHJSMVIM10T+ESMEPRWERrvoFcusroM �i�S`�,o A l,, �� oft: FRAME{MASONRY) ww OMsys ms oAeuRanmum sim vsi��iRASAWmmE cmofrTm '*i��s�p�Ail�ap`� PVC SWING DOOR eV.LEMM � HE T: �OF14 INSTALLATION•ANCHOR, L MIN. #12 WOOD ANCHOR.[D] EDGE DIST.[D] EXTERIOR FINISH 'e 1 EMBEDMEN. NT.ENT.[D] EMBE 1 3fd°MIN. BY OTHERS 8• DMENT[D] 2 BY WOOD BUCK 114°MAX.SHIM[B] J&MAX SHIM[B] BY OTHERS.[A] PERIMETER SEALANT BY INSTALLER O 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY 1°MIN. SUPPORTED.[A] EDGE DIST.[Dj CONTINUOUS DOUBLE 319'BEADS OF SEALANT CONTINUOUS DOUBLE 319'BEADS OF SEALANT AROUND PERIMETERATALL INDICATED AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL POINTS BETWEEN FRAME AND SILL BY INSTALLER. BY INSTALLER. INSTALLATION ANCHOR, • •• 012 WOOD ANCHOR[D] i • •••• • • • • • • INSTALLATION ANCHOR, •••••• • •••• • • �i • •[- HINGE ATTACHMENT,#10 m J • WOOD SCREW,[Ej • • e •• •••••• •• • • •• • • • • • INLLEpILOJp os'W ••••• • •• •••••• ••••• e EMBEDMENT[D] • 1W MIN. • • • **ego: • • PERIMETER SEALANT •• 000• BY INSTALLER • • • • • • • • EXTERIOR FINISH • • • BY OTHERS REFERENCE NOTES: • ••• A SEENOTE 10,SHT i••••• • SEE NOTE2&3,SW4 •••••• INSTALLATION ANCHOR �6�HOR20NTAL SECTION gEE NOTE 4,SHT 4 114'DIA.MASONRY ANCHOR[C] 000) tCI [DI SEE NOTE 5,SHT 4 • [EI SEE NOTE 6,SHT 4 CONTINUOUS DOUBLE 3119'BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. LUCAS A,TUR FL P.E.5&201 A UPRATED PER 2010 FBC i 114(2011 CONCRETEJMASONRY �4 �y PERIMETER SEALANT BYOfHER9 N��•`�••''GIV,•".lip�� BY INSTALLER ��ci �l S41%;k e s q. `a:• No 58201 :;�: 1900 SW 44Th AVE. 4 �•�q�q b gb q b qb ?*t }f; OCALA,FLORIDA 34474 qp b o MIN. EMBEDMENT[C] •7 7 B S� * •¢S n"-- ANCHOR DETAIL(D R)IN 2 BY BUCK-IMPACT EDGE D ST[C] ?9 i STATE OF U4 SERIES' n tv e: ;aR• VERT{GALBECTION PaaP TiwraAmcex•TDerna� 12/07/11 o�6 s��O 10l;.••,`•$�:` MMEL•8700-8754 r•A`. ADE 0 171512011 THE INFOMWFON CONTaNEO M TH9 DnnwOro re THE cote PROPERTY OF cusrotn !ir SS g••' �4��" PVC SW IND DOOR NTS CWS 841 £ D WM NPF 9966 OR CUMM MNDOWOYSM8.WC.M MWMWW.W tR THE llltryu[�Afl'e*'fir - i-V.LETER: A -HEFT• 12 OF14 INSTpq�t,,��ppTION ANCHOR, SEALANT BETWEEN BUCK 114"MASONRYANCHOR ICJ AND OPENING BY OTHERS 1 114"MIN. 2112'MIN —� p v o• o d• o EMBEDMENT[C] EDGE DIST.IC] d� o�y d� Pd• dip `;` R d Pd%d'd?d d>d Pip o Od` CONCRETEIMASONRY BY OTHERS EXTERIOR FINISH— . 1 BY WOOD BUCK BY OTHERS BY OTHERS.FRAME MEMBERS 1 BY WOOD BUCK MUST 8EFULLY SUPPORTED.[A] BY OTHERS.[Al PERIMETER SEALANT J&MAX.SHIM[8] 114°MAX SHIM[BI BYINSTALLER LIM 1 114" MIN. EMBEDMENT[C] CONTINUOUS DOUBLE 3/18°BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED CONTINUOUS DOUBLE 3118'BEADS OF SEALANT INSTALLATION ANCHOR, POINTS BETWEEN FRAME AND SILL AROUND PERIMETER AT ALL INDICATED d.c 114"MASONRY ANCHOR{C] BY INSTALLER. POINTS BETWEEN FRAME AND SILL BY INSTALLER. e 4' 0000•• • • ( Q• d 21/2"MIN • • • • kk1i:w d e 0000•• __ Q.e EDGE DIST.[CJ ••0000 • • �e _ • e 0 sees • • e � • • de • . • • • INTERIOR •0009 • 90 • 90 • • SEALANT BETWEEN 60:6• 9 • • BUCK AND OPENING • •:•••i • •• PERIMETER SEALANT BY OTHERS •• 00: BY INSTALLER • • ti EXTERIOR FINISH • • BY OTHERS • 0••••0 • •• VERTICAL SECTION REFERENCE NOTES: • • 0 FRA SON Y] •• ••• 0000 • (A]SEE NOTE 10.814T sees• INSTALLATION ANCHOR, (SI SEE NOTE 2 4.SHT 4 114'DIA.MASONRY ANCHOR[C] [o�NOTE 5,8HT A [EI SEE NOTE 8,SHT 4 CONTINUOUS DOUBLE 3118"BEADS OF SEALANT AROUND PERIMETER AfiALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. LUCAS A.TURNER,FL.P. 58241 A UPpATED PER 2010 FBC 11114/2011 PERIMETER SEALANT CONCRETEWASONRY X0,11;,ORE11, BY OTHERS BYINS7ALLER 'p�-d�eVorNSF.�N'SV ,�5icA15 p ►e. 't,4 a e 5v t No 58201 �: = 1900 SW 44TH AVE. 4►4� `> � 6 9� g 1 1J4"MIN. * * *]S OCALA,FLORIDA '34474 �- 2lir MIN. EMBEDMENT[CJ Z°� = Ia W� ne ANCHOR DETAILISIDELITE)IN1BY8UCK-IMPACT EDGE DIST.[C] �® STATE OF rL" ,. ♦ EPIES• RAYJN AY: TE nsmFOaaunavcavraueo n�sORnwiNoISSnesrne�PROPExrvoF�trSTor+ ' Sr:aRSO.�� • 87008750 ADE 12!512011 �yERTICALSECTKIN wuwoWPRATIONCONANY MOIN 1415M IN ISTHER LEPIRCWHOLE ERTYOF Vt LWO �y Sr.." � F. PVC SWING DOOR '• NTS 'CWS-841 FRAME(MASOwRY) WRITTEN PERMISeiON OF CUSTOM WQ=W SYSTEMS.INC iSPROHIBITED. r<<nr��l�i1�t�� R A ��: 13 OF 14 INSTALLATION ANCHOR L'MIN:[D] #12 WOOD ANCHOR[D] EDGE DIST. \ r e EXTERIOR FINISH ae 1318"PAIN. BY OTHERS n4• EMBEDMENT[D] 1L'_MAX SHIM[B] PERIMETER SEALANT 1 MIN. BY INSTALLER EMBEDMENT[D] 2 A WOOD BUCK BY OTHERS. 11_4"MAX SHIM 18] FRAME MEMBERS MUSE BE FULLY ' SUPPORTED.[A] CONTINUOUS DOUBLE 311$'BEADS OF SEALANT 1 MIN.EDGE DIST.[D] AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL CONTINUOUS DOUBLE 3116 BEADS OF SEALANT BY INSTALLER. AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL • ••' BY INSTALLER. INST11 _12 W000 A CHO[DR ] • • • 00•••••• 2BYWOODBUCK •••••• • • p BY OTHERS,[A] • • • • • INTERIOR •• �•• s •• A,. PERIMETER SEALANTBY.INSTALLER EXTERIOR FINISH BYOTHERS ••• • •••••• REFERENCE NOTES: • • • CONTINUOUS DOUBLE 3116'BEADS OF SEALANT [A]SEE NOTE 10,SHY •• ••• 0000 • AROUND PERIMETER AT ALL INDICATED rH\VERTOAI SECTION [S]SEE NOTEM3,8HT4 • **so• POINTS BETWEEN FRAME AND SILL FRAME(WOOD BY INSTALLER. IC]SEE NOTE a,SHT4 [D)SEE NOTE a,aH7a [E]SEE NOTE 9,8HT 4 INSTALLATION ANCHOR, 114"DIA MASONRY ANCHOR[C] LUCAS A. FL P.E.98201 A UPDATED PER 2010 FBC 11/14/2011 CONCRETEIMASONRY *1�R`'1i1NIIR;E6giW Apo" PERIMETER SEALANT 9YOTHERS �`�� pTr+ � BY INSTALLER .G +. F••ti 5?:; v No 592111 '-P: 1000 SW 44TH AVE: 1 p° 114•MIN. + J* OCALA,FLORIDA 34474 at I-- ° 21n'MIN. EMBEDMENT[CJ ^Vol ¢: ' ANCHOR DETAIL(S LITE)IN 2 BY BUCK-IMPACT" EDGE DIST.[C] �" 0% 9rATE OF -*la . RArnI 3v: AT$ PROPRlTARYAXII CONaOENrteL 12/07/11 err °.'O�+OAiO�• .n^�:$700-$750 ADE �.nu'+12f612011 gmrf31VERTICRLSECTION THE INPORMATWNCONTAINEDINTHIS DRAW"99THESOLEPROPERTY OFOUSfOM rrr"ea.........•' Q�A PVC SWING DOOR NTS CWS 641 ow WRIT�N�ISSMOFCUSTOMY�m1�SYYWfFN WS,INC.fSPRRNOMMEEOLE rtD.Har THE b;�IIOWA`� �� Lfi1TEa A tF=r: 140E 14 M IAM I•DADE MIAi+-II-DADE COUNTY 9 - PRODUCT CONTROL SECTION 11505 SN 26 Street,Room 208 DEPARTANIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADA-UNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vnyw.miamidade.eovleconomy Eurotech Industries,Inc. 4201 NE 12 Terrace Foil 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 RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade Count), 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 Ahmad,P.E.,bearing the Miatni-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact 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 twit 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 builduig 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 shAl•be ISr'ci 414 tQ 14e DsCr b$the manufacturer or its distributors and shall b coon at the job site:t tl�retjt�es!o�tl�si$u3kiing Official. s NOA renews NOA#12-0208. consists oftis page and;0dence pages E-1,as well as approval document inentionea a ave. The submitted documentation was reviewed by Iskaq 1.G AwdrkoP.E. . 0b •; % % •: NOA No. 14-0303.09 MIAMbDADB COUN" ••• • • • •• • Expiration Date: Jiine 10,2019 Approval Date: May 15,2014 o\�� ... ... Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Eurotech Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#12-0208.03/#09-0310.05) 2. Drawing No.W04-01 Rev C,titled"Aluminum Outswing Entrance Door",sheets I 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(Submitted under files#12-0208.03/#09-0310.05) I. 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 otutswing door,prepared by Hurricane Engineering Testing hic.,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 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-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 (Submitted under file#12-0208.03) 1. Anchor Calculations and structural analysis,dated 02/01/2012,prepared by Al-Farooq Corp.,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of AcceptanceNo. 11-0624.02 issued to E.I. DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass®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,prepared by Al Farooq Corporation,dated 02/14/2014, signed and sealed by Javad Ahmad,P.E. 2. 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. (Submitted under file#12- 0208.03). 3. Statement letter dated o2/14114, issptd by f usoleih fo,rgi%N Prd with"No Change". 4. Lab compliance as part of the abov%j-eferrbcfd jeg r$po;t; •• G. OTHER .. ... .. 0.0 . . .. 1. This NOA renews NOA# 12-0208.03,expiring on June 10,2014. 2. fest proposal#07-3527 approved by.BCCO... ... • •• • •• Ishaq 1.Chanda,P.E. 00 0 Product Control Exam9ner NOA No. 14-0303.09 ••• • ••• Expiration Date: June 10,2019 •: : Approval Date: May 15,2014 ----------------- (2) (2)ADDL ANCHORS ; AT 3.O.C. AT MTO.STILE ENDS 75 3/4- I 1, SEE SEC<ARATE NOA,il I REO.FOR WOOD OR FOFRAME WI0T11 WOOD BUCK INSTALLATIONS FRAME WIDTH .� II RATING A.D O13"MAX.ETAItS it L ONLY HEAD/SILL DOOR HINGES 13'MAX. S'MAX. SHE CE APPLIED EE .%ET 2 E iii,ijjIiijl�itI�ii ;i1IiiIII \-_�_t----A/-=-_��'�Uri❑iliriF�rL--=�_/\F_/- !1j!� _\==I\_N�==iVya1IiUip�iiFItrr=- TIES HEAD/SILL FALSE FOR I HEAD/SILL MAX CORNERSHEA0. S CITYCORNERS MAY BE USEDP / 1 g4ryC SEE SEPARATE NDA A '� FOR E LfAF RATING DDETAILS LEA LEAF If c ••••• I*:Goe• e O nr - C aF n nov- � oe Go 00 • 000000 • e e • • ••••• O •s •00sseWei Osseo 0000 DOR HINGE s Z AD •••• SEE SHEEP 2 • • • FOR QUANTITIES MIAMI-DE COUNTY mGi ]W ORz Q•..]] •••0 0• &CAPACITY 31 3/4" a APPROVED SEE �WOONN 29 29' • • • ••:••• D.L.OPG. M v D.L OPG. D.L.OPG. g 0 •see•• • •• •Oe 00• 3918' 39 3/8' 38 3/8' s• UbIINU14L OT.t'GSIVING MTRAME DOOR LEAF WIDTH - LEAF WIDTH LEAF WIDTH • • • ••s•.WROVAL APVt" TO SINGLE TYi ANO 4)UBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIOELITES TYPICAL ELEVATIONS � .�� etvwwb c USING MIAMI-L/)LO COUNTYW APPROVED MULLIONS BETWEEN. •111 ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES W COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED ►M Aee�.ser t- 3C'?•moi •yy uNc c cfu MULLION IN BETWEEN. Rio W I ii IfJ LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION �� r a APPROVAL WILL APPLY TO ENTIRE SYSTEM. ML=dj,.g THIS PRODUCT HAS BEEN OESICNED AND TESTED TO COMPLY WITH THE AlaREOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITYHURRICANE ZONE(HVHZ).WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFERLOADS TO THE STRUCTURE. E'pr..lAv AHMAOANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS ATED FOR LARGE&SMALL MI550.E IMPACT.EMBEDMENT TO BASE MATERIAL SHALL B£BEYOND WALL DRESSING OR STUCCO. SHUTTERS AR£ NOT REQUIRED. FCA.PEEP 705923938ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARENOT PART OF THIS APPROVAL.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT .COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THEREQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 1nm/ PART/ MD. DESCRIPTION MATT RW. MANF./SUPPMHI/116UARE3 I EROO6 AS REOD. DOOR FRAME 6063-TIS - �� 2 ER012 AS RE4D. DOOR LEAF 6063-T6 - 1 3 VZ1586 1/LEAF OGOR BASE WARD 6083-T6 - 7L 4 VZ-1483 1/DOOR FRAME SILL 6053-T6 - Q �q 5 - 1/DOOR SILT.BASE 6063-76 - 1'gj I 6 VZ-1481 AS READ. ASTRAGAL STILE 6063-78 - Z 7 VZ-1535 4/LEAF 01AZING BEAD 6083-76 - 8 2801 AS REOD. GLAZING GASKET EPDM OUROMETER 75*5 SHORE A 10 1001/50 1/CORNER CORNER KEY ALUMINUM MONTICELLO V N 11 Ca600X 4/LEAF HINGES ALUMINUM GIESSE VV 12 BIO X 3/8' 4/HINGE HINGE INSTALLATION SCREWS PH MACHINE SCREWS o Q L13 -__ AS REnO. BULB W SDBPPING _ - - O h L4 B10 x 2' AS REOD. ASSEMBLY SCREWS - HI/SRF DRILLING112 x 1-1/4 - I FRAME ASSEMBLY SCREWS - -- SMS 13 IL ISI ! 0 DESIGN TOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/16'HEAT STREWO GLASS 3/16'HEAT STREWD GLASS n SINGLE (X) DOORS SINGLE (X)DOORS DOUBLE(XX) DOORS g DOOR SIZE GLASS TYPE'A' DOOR SIZE GLASS TYPE'B' DOOR SIZE GIM TYPE'A'OR'B' 090 INTERLAYER .100'INTERLAYER J WIDTH HT BUTACITE PV8 BY*DUPONT' SENTRYGLAS BY'DUPOW U Hl]� ��.(+) INT. (-) WIDTH HEIGHT EXT. (+) INT.(-) WIDTH HEIGHT EXE.(+) INT.(-) le Z • •2/6 • 75E 85.0 •• 2/6 100.0 140.0 5/0 8 e 75.0 75.0 3/16'HEAT STREN'0 CLASS 3/16'HEAT STREN'O GLASS •••• •3/0 8/8 5.0 85 • 3/0 6/8 100.0 140.0 II 8/4 / 75.0 75.0 • •3/6 754 85.0• 3/3 100.0 140.0 f 5/0 75.0 75.0 U n 0:494•2/6 • AS7!V85.0 2/6 100.0 140.0 8/4 7/0 75.0 75.0 i 7/0 3/0 7/0 100.0 140.0 5/0 75.0 75.0 SILICONE SILICONE I a • •• 8/1 z GE SCS 2600 GE SES 2800 Z m • 3/8 3/3 100.0 140.0 6/4 75.0 75.0 � SYLGLAZE I � SILGWE 0 Z N •••• •2 8 •• •• 2/8 100.0 140.0 LOADS SHOWN ABOVE ARE FOR ••• •3/O 8/4 •• 3/0 8/0 100.0 140.0 INSTALLAnoN6 WHERE WATER INFILTRATION 8 i 8 ! F Z Ld Of • • RESISTANCE IS HOT RECLINED. i. M ••• 3/8 L,3 Of •• 3/3 100.0 140.0 LIMIT EXTERIOR(+)LOADS TO 48 PSF i I I g DOORS APPR Mb 06 WSTALLATWNO DOORS APPROVED FOR INSTALLATIONS FOR INSTALLATIONS WHERE WATER I. • MERE WATER CIFlLTRATION RESISTANCD •• WHERE WATER INFILTRATION RESISTANCE IMMYRA71ON RESISTANCE IS REQUIRED. ••• W REQUIRED. IS REQUIRED. ••••L KS �TJyII p�IRS.• •• •• LOCKS SINGLE DOORS: LOCKS DOUBLE DOORS: • 3 POINT Loc?VtW?ACTIVE LqFK STJF• MANUALLY OPERATED CONCEALED FLUSH BOLTS AT ACTIVE LFAF: GLASS TYPE 'A' GLASS TYPE 'H' •• 36'FROM BOTTOM,KEY OPERATED W4 • TOP AND BOTTOM OF ACTIVE LEAF PART 802181 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT rRODUCT N6VI✓iPe ••• IIXOMOR AND T611M MUR N ON INTERIOR. ATTACHED WITH(4)810 X 1-1/2'SMS. TOP AND BOTTOM OF ACTIVE LEAF PART 10218/ PRODUCT 1tL''P141NEU LAZING OPTIONS m-00 T(AB W1"tM14Re4MA STRIKE PLATE•••••• 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH(4)88 X 1-1/2'SMS. Ust"MVlihle�Af64F1wW ASN• .�.-GZC°•�y O 1-1/4'X 1/4'x 16-7/4"LONG 36'FROM BOTTOM,KEY OPERATED ON EXTERIOR 3 POINT LOCK SYSTEM AT ACME LOCK STILE SHWAS Cod A Z itlt/IratloA MM g ATTACHED WITH(z)BB X 314'SMS AND THUMB TURN ON INTERIOR. Aftw"1+4 N•'�"r�:''3.�`'j g 5 38'FROM BOTTOM,KEY OPERATED ON EXTERIOR STRIKE PLATE AND THUMB TURN ON INTERIOR. r{ _ A!��••/1-i=8.11=r HINGES SINGLE DOORS: 1-1/4'x t/a'x 16-1/4'LONG aTTA04ED WITH(2)BB x 3/4'SMS 04 NOTE: TWO-HANOLT)conte Heat INACTIVE LEAF . EXTRUDED ALUMINUM BRIDGE z GLASS CAPACITIES ON THIS SHEET ARE MANUALLY OPERATED CONCEALED FLIISFI BOLTS AT c v d BY'CIESSE' HINGES SINGLE DOORS: TOP AND BOTTOM OF INACTIVE LEAF PART 802161! BASED ON ASTM E1300-04 (3 SEC. GUSTS) (5) PER L.3 AND FLORIDA BUILDING COMMISSION 3 AT 8'. W.35',63-1/2' OF AND TWO-HANDED COMB MIND ATTACHED WITH(4) Be X 1-t/2'sMs, DECLARATORY STATEMENT OCA05-DEC-219 92-1/2'FROM TOP OF ODOR EXTRUDED ALUMINUM MODE 2 O BY'C1ESSE' HINGES DOUBLE DOORS: (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3',8'AND 26-3/8'FROM 7110-HANDED COMB HIND TOP AND BOTTOM,ONE AT MIDSPAN EXTRUDED ALUMINUM BRI=2 g:JAVAD AHMAD 1 0 (6)PER LEAF AT 6/8 DOORS BY'GIESSE' CvL FIA PE7 62 LAI`o n AT 3',9'AND 26-3/8'FROM (5)PER LEAF CN•�S,W TOP AND BOTTOM AT 6'. 12'.35', 93-1/2AND _ N 92-1/2'FROM TOP OF DOOR }f`1 NOTE:TOP AND BOTTOM FLUSH BOLTS MUST BE drawing no. � .l ZOIZ W04-01 ENGAGED DURING PERIODS OF HURRICANE WARNING. FEB A (sheet 2 of 5) TYPICAL ANCHORS TYPICAL ANCHORS F(l �WOOD BUCK SEE ELEVATIONS TYPICAL ANCHORS SEE ELEVATIONS y� FOR SPACING SEE ELEVATIONS METAL FOR SPACING STRUCTURE Z FON SPACING I`j ° as g gy J ' _ E ST.. EDGE 01ST. EDGE TINT.), ��oa 13 TYPICAL ANCHORS LL Fd 3 \ACCESS HOLES SEE ELEVATIONS •'ri WITH PLUGS FOR SPACING Q Y 2SEE ASOrE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECHFOR TRAN o RATING ANO�DETAIIS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND n � _ TRANSFER THEM TO THE BUILDING STRUCTURE. S o 2S__B D U • ••• 1 1 ? 11 Y SEE ELEV.FOR SPACING a 2 •• •• •• • i I •••• 1 _---_J _____ u=177 KSI.Fye1SS KS!) W n t � _______ _________�� " • W M • •• •• • �i `J i� INTO 2 OR W000 STRUCTURES v n •: •• •O • © ii i� 1-3/8" MIN. OOD =w rl o t� •••• �( --- -_ I� HRU 18Y BUCKS INTO CONC. OR MASONRY W Q n rill • • o,'•h 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z ?N 4 • • • _ }x5 DIREC gg • • •W • ' 1 ••••• 13 MWdI-DADS COUNTY U L.1 a 4.4 • p APPROVED MULLION rRODUG7'�6t� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY in • • x IIago* SEE SEPARATE N0A •��mpdigai@I til1� O Z ••••• • TYPICAL ANCHORS rq_ 3c;•r`� 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) o g • •• • 6669 13 SEE ELEV.FOR SPACING S n° 7�TT INTO MIAMI-DADE COUNTY APPROVED MULUONS Of • • so*** �i Imo.i`+tINTO METAL STRUCTURES 0 ••a•• • •• r • ••• ° STEEL : 1/8-THK. MIN. (Fy = 36 KSI MIN.) • • • ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) • •••• •••• ' 2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ••••• • •• I II • II y O • Y TYPICAL EDGE DISTANCE CA R •••• INTO CONCRETE AND MASONRY = 2-1/2' MIN. e � �B x 1/2"SMS mumucrp INTO WOOD STRUCTURE - 1" MIN. u 3"FROM ENDS INTO METAL STRUCTURE = 3/4" MIN. I AND 10"O.C.MAX. JI MIwe1N,.j, o'G -= U1111111 I - 3 �yhwil•FS► L� CONCRETE AT HEAD,SILL OR JAMBS fc - 3000 PSI MIN. (4)912 X t'SMS ,, k C-40 HOLLOWALLED BLOCK AT JAMBS 1'In - 2000 PSI MIN. o AT 2"O.C.MAX. a a o o �� 2 AT CENTER OF SILL SEALANTS1 IFiF yam u REOD AT ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. 5 DOUBLE(XX) DOORS gy ONLY Engr JAVAD AHMADCIV 17Dg�'t S n 33 _ SS38 I II CJW. �-Dcll-lm drawing no. TYPIr W04-01 SEE ELEV. FOR SPACING �L� O 1 ZUIZ (sheat 3 of 5) ( _ u I �•rtm I fQ Amo qQ ii t •��f9 i • • ••• �'�� it P "- — O �� • • • •• = A (1 • • •11 •D A • • In Z • • • o EDGE OI57. . tl • Z•�• ••h3p1 ••• • a I .MI • • •• * 11 f G ••• •11• • ;,)a• • 1•----'-'•' I -•-y'-'1'- • • • It 11 11 II O 4 II 11 11 11 V ii I < N � r Y+7 Tf .Tmil mJ s' (1 I7 'nrj O m II 1 I I P,1 r I I 2g N 44 S rI A 1:I: Oo I I x I1 d w �.. o EDGE GIST. lit R � � x iI 3 0 a�a a i i > �;pc• tv m N gg O� K 0 m � c a m+a of-ts-od revisions: ALUM OUTSWING ENTRANCE DOOR (L.M.I.) AL-FAROOQ CORPORATION a o nodateIkN esor wn fiNGEERS&PRODUCT DEVELOPMEW �. 3�• .r A 'SATO roR 2oae Fac EUROTECH INDUSTRIES INC1235- ? •'P' B oa.tt GENERAL REYi90N MIAMS.WORIDA3 4201 N.E. 12TH TERRACE Mwa4�oRtona3i7a C I �•g ruao c 0+2s+2 :m0ATE0 To 2010Fac F7 LAUDERDALE, FL 33334 TELL W2"SIW FA7 CSW2626m ut' enk.Ur: TEL(954)630-9967 FAY- (954)D30-0217 CAMP-ANL\W04-01EWD , 0 0 0 . ...w. . . ° u 0 040 V N V . . • O N �t . . • . • rr o • • • • �. A. • y o Rt [R •.• • J. r ' 0 0 f*I F C' g o.• i i •y.w iw• i•• .• # o W `J A z o g g � N r o m m -- fill 0 'mo m m VIII ii ISI O n' J .1 N � �-Jlfi N N fl -_-- C v �Lr o eoen o1-15-04 ri7s-1 ns: ALUM OUTSWING ENTRANCE DOOR (LM.I.) AL-FAROOQ CORPORATION nc,o o e c ion INEMF S&PRODUCT DEVELOPMENT ne4.2l WCl TM• * EUROTECH INDUSTRIES INC. +"3GSw.s7 aV6 O elc0+cw Will4201 N.E. 12TH TERRACE MIAM4FLORID 3317alND CKAX=T95 101117 Ff. LAUDERDALE. FL 3,3334 mc3s� 334 o2s4suo FAX�a62es7. N O ? ehN.M• TEL(854)830-9867 FAIL(954)630-0217 C0UP-ANL\W04-01EWD Florida Building Code Online Page 1 of 2 a �4....�'�._arn-Y: _�G BC4S Home ...In l User R MW int Registration Hot Tcpl Submit Swdorge { stats B Fans Publications , Fac Stag SOS stte Map{ Urft Searm I Business''' a ` ProductApprovel ProfeSSI M ;USER;PM[c User Regulation '� Product Aoorevai 6tertu>Product or Aonliratinn Coarrh>Ai nliwtim LaY>Appli atlon Detall FL# Application T 1103-Ri APP Type Revision Code Version 2010 Application Status proved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Ematl 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 221 jthompson@cws.cc Category Exterior Doors Subcategory Sliding Exterior poor ASsembRes Compliance Method 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 PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE ® Validation Checklist-Hardcopy Received Certificate of Independence FL11103 RS COI EvalRea CWS-292A(Sn ann XO 6068 exec IMP)-Ddf •• ••• • • • • • •• Referenced Standard and Year(o?Standard • %0 • �A.,.�� •• • Year •• • �AMM-Ap91DlAA7WA%101/I.S.2/A440-05 2005 •• ••• •• poly I 1$04rC4' 2004 ASTM E1886-022002 . ASTM E1996-02 2002 ••• • • ••• •og 201/292/203• 1994 •• • • • • • • • • Equivalence of Product Stan"4 :• • • •• •• Certified By • • •• • ••• • ago 0 • • • • • • • • • • http://www.floridabuilding.org/pr/pr p :dtl WVDq o.;wGf,VXQwtDgttaGsIp3GvutO... 4/14/2014 Florida.Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/2112011 Date Approved 01/33./2012 Surnmary of Products FL# Model,Number or Name Description 11103.1 SGD-8900 SGD-8900 PVC,2 Panel,2 Track Sliding Glass Door,OX or XO,6068. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1112A(SGD-8900.XO.6068,PVB. Approved for use outside HVHZ:Yes IMP).odf Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressures+60/-60 Created by Independent Third Party:Yes Other:Large Missile Impact,Max.size 6068,DP=+/-60 Evaluation Reports psi. FLI1103 RI AE DuPont PVBNOA 11-0624 0Ladf FL11103 RI AE EvatRey CWS-292A(SGD-8900.XO.6068, PVB.IMP).odf FL 1103 Ri AE Mikmn NOA 11-0830 9.odf Created by Independent Third Party:Yes 11103.2 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door,16080. Limits of Use Installation Instructions Approved for use in HVHZ:Yes 1]111M RI 11 CW15-298A(SGD-8900.O)XO.16080. Approved for use outslde HVHZ:Yes IMPAcn.Ddf Impact Resistant:Yes Verified By:Lucas A.Tuner 58201 Design Pressure:+601-60 Created by Independent Third Party:Yes Other:Large Missile,DP=+/-60 psf,Max.panel size 4'x Evaluation Reports 8'.Config.include OXXO,OXO,OX,XO. FLI1103 R1 AE DuPont SGP NOA 11-0624 02,pdf FL11103 R1 AE EvaiReCWS-298A(SGD-8900.OXXO. 16080,IMP-ACT).Ddf X1103 R1 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party:Yes Centad Us;; 31s Monroe Street.Ta0aha5ace FL 32399 Phone:850x187-1824 The State of Flodda Is an AA/EEO employer.fmvnoht 2007.2013 State of Florida.:: ::Wund St t 1m Under Florida law,¢mall addresses are pubik-records.If you do not want your a-mall ad&m released in response to a pudic-records request,do not send electronic mall to this entity.Irmtead,contact the office by phone or by traditional mall.If you have any 9uestlom please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,kercces licensed under Chaptar455.FS.must provide the Department with an!road address if Utley have one.The emalls provided may be used for official communication with the ficansie.However¢mall addresses are public record.V you do not wish to supply a personal addrew.please provide the Department with an email oddness which can be made avalade to the public.To determine U you are a Itrmnsee under Chapter 455.F.S.,please ckd:fete. Product Approval Aon: 00 0 0 66 • • % • • • • ••• •• • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • ••• • • http://www.floridabuilding.org/pr/pry app00 dtr as�x?P �wE�EVXQwtDgttaGslp3GvutO... 4/14/2014 Lucas A. Turner,P.E., MBA Evaluation Report 298A 2080 Mauve Ter. North Port,FL 34286 Ph.941-380-1574 December 14,2011 Product Description: Series 8900 PVC Sliding Glass Door,LM Impact,4'x8'nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44"Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005(4),using 9N-3.005 Method 1 option(d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-298A,signed and sealed by Lucas A.Turner,P.E.on 12/14/2011. 2) Test Reports NCTL-210-3506-1 and-lA,from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/2021203 1994,AAMA/WDMA/CSA 101/I.S.2/A440-2005,and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS-298A,signed and sealed by Lucas A.Turner, P.E.on 12/14/2011 Installation: Units must be installed.according to approval document CWS-298A. Limitations of Use: This product: • May be used in up to 48 5/8"x 93"panel sizes(95 1/2"max.door height),with glass types and max.glass daylight sizes as shown in CWS-298A • Achieves design pressures of+/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas(formerly SentryGlas Plus or SGP)Interlayer per Miami= Da4e N.O.A.#11-0624.02 • Requires Milron 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. • • +•• ♦� . r j7 rro • ••• •`°' •'• 12/14/11 • ;-c:i• •.. Lucas A.Turner,P.E. see .� guft•M � FL PE#58201 Luras A Tumer,P.E. 2011-12-14 18:58-05:00 O�" kbN • D t ••• • • • ••• • SLIDING GLASS DOOR LARGE MISSILE IMPAC PVC IMP=RWREMOff 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION,INCLUDING HVHZ 150]Ar MAX'OVERALL WIDTH 2.GLAZING DETAIL:(SEE SHEET 3) 45 fiV MAX. 41JI GLASS3.APPROVED CONFIGURATIONS:'O)00T,°OXO',°XO',"OX" PANELWIDTH DLO 4.DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM B E-f 300. 7 -POSITIVE DESIGN LOADS BASED ONTESTED PRESSURE,WATER INFILTRATION D TEST PRESSURE,AND GLASS TABLES ASTM E-1300. e MAXIApX 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN HEIGHT LL 0 x x . 0 OF THIS PRODUCT.SEE SHEETS 7-S'FOR INSTALLATION DETAIL.WINO LOAD 84 70W DURATION FACTOR Cd-1.3 WAS USED FOR'WOOD ANCHOR CALCULATIONS. JIMGLASS DLO S 9.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. PANEL 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY WELDED. • HEIGHT • • • S.REFERENCE TEST REPORTS:NCTL•210.We-i,1A • • • S.SERIES/MODEL DESIGNATION:S1310.8900. see •0080• • 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO • s • 9 7 PROPERLY TRANSFER ALL LOADS TO STRUCTURE,BUCK OR FRAMING IS • • Osseo• RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD, • ••• ••• • 1�7/ OVERALL WIDTH —Oil MAX.OVERALL WIDTH 11.THE DESIGNATION XAND O STAND FOR THE FOLLOW ING:X.OPERABLE.SASH, • • •• • ••• 41 1PI°GLAD 48 MAX 41 VIP O-FD(ED SASH. • ••• 48 6W P W DI�TH• •• DLO PANEL WIDTH GLASS DLO 12.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. :0000* •• 13.EXTERNAL WEEP SLOT=1/4 x 1°LOCATED 4'FROM BOTH ENDS. • 98 1/2' • ••• o:eg MAX "ERALL • ••HEIGHT • •• •• 9MAX • • � • • • OVERALL 000 •• • ° • HEIGHT • •. o x o PMAXO ANEL' • GLOSS Max. O x � HEIGHT PANEL DLO HEIGHT t LUCAS A.TURNER,R-P.E.5=1 AUPDATEDPER2010FBC 11/17!2011 �+/� S11un►erjry� -TABLE OF CONTENTS �.G. t F'•,�'L�: wreroows @'I700R5 .`'�t NO 582Df :': 1900 SW 44TH AVE. OCALA,FLORIDA 34474 GENERAL NOTES&ELEVATIONS._A ANCHOR SCHEDULE&NOTES.__2 y a' :a= GENERAL NOTES&ELEVATION-LARGE MISSILE IMPACT u—A.T ^Pa watt-t2-ta�aaros:ao y� SS; 6TA78 t7P .W.` DP CHART&GLAZING DETAIL.....».9 'y�d,�•,,p q .ta44`d' 8900 ADE 08/03/2008 SECTION VIEWS.....................A-6 w+o�rurcamtoraaumvnA� 17414/11 .�F <G R t0.✓''ate THE rwNooNraaveuwTHIS onAwOmLsnlEsoFPRwEnrroPouero►t S''•«....•• INSTALLATION EKTRUSIONS&DETAILS.......7� WINDOW r rEM,N OF WRana OUCTIO SYSTEM,RAS RHMS Wo=� •��+iryO�A� ` SGD RNTS "CW8 288 WMMNWINDOWM. A 1 of S r MAX JZ MAX D.C. 7T a' a. a. a• a A S°MAX , ('rvP) ��MAX O.D. 1 J— • •••• •• • •• •• •••• • •• •••••• •••••• • • ANCHOR LAYOUT A • • • • •••• THRU FRAME(MASONRY OR WOOD) • • •••• • •• •••••• • • • • N(MALL TWO ANOH9RS AT EACHCOCATIDN.SILL ANCHOR LOCATIONS SAME AS HEAD. 2.SHIM AS REOlYR("CH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16°IS PRESENT, 3.LOAD �AMINQIR-TO-CENTER BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR.BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.WI W DIT BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 11/4'INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 1 1/6"SHALL BE ACWIEVED IN ANY DISTANCE OF 2 7/16'SHALL BE ACHIEVED BETWEEN ALL TAPCONS.FIXED PANEL CUP ANCHORS-MUST BEAT LEAST 3'FROM INSTALLATION ANCHORS. 5.010 DIA WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 19/8"INTO 2 BY WOOD BUCK OR FRAMING.A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN ANY DIRECTION. FIXED PANEL CLIP ANCHORS MUST BE AT LEAST 3"FROM INSTALLATION ANCHORS. S.ALL INSTALLATION ANCHORS 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. LUCAS A TURNS 7.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL FL P.E 5mi A UPDATED PER 2010 FBC 11/12/2011 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. '*ttttttss4�� yf�` 8.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ra DENS'T�¢��y • ti F .y 4 1v9JDOWS&130083 A.WOOD-MINIMUM SPECIFIC GRAVITY OF G.0.56(SOUTHERN PINE OR GREATER) B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 8,200 PSI. No 58201 * 1900 SW 44TH AVE. 0.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). ?*; * ; S OCALA,FLORIDA 34474 2 Ti 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT �� VA STATE TATE OF .y/ '6900 RAWN ' ADE ° 06103/2008 VERSION OF THE FOLLOWINQREFERENCEDOFMAtAAMA CUMENTS: THE e�nreunrrodc raaNE Aw�nmte �rnw mo IduTow 3+y��s,(0RIpT'-•�� MODEL: UE: FIA4WWDMA290(BOXWWDOW$) FMA/AAMNWDMA300(EXTERIOR)DOORS). wwiiFNo oia c�ANY eRta�M sysi ASA WHOLErn THE ��i�opis,' 1 5GD NATB �W9.285 V OVERALL 9H8"TEMPERED 3W AIRSPACE 711$"LAMINATED GLASS • •• 3118°ANNEALED GLASS • •••• • • • .G80 GENTRY GLA88IONOPLAST INTERLAYER • • • • • 3118'ANNEALED GLASS •••e•• • • •••••e • e• ••• •• • •• •• •0 e•• • •• •••••• • • • ••• • •••• 1 PURFECT GLAZE*H' •••••• • • SIKAPLu, • • • • •••e •• ••• • •• •ei••• OPTIONS MAX ��VEDP • • • • • • • • 19118'GLASS SITE •• ••• ••e• • • NO SILL RISER 80* • • *000 @-- 0 — 4737 SILL RISER 60 ZNSTALLATI7EMWIroNLY WHERE WATER INFILTRATION RESISTANCE IS KM REOUIRFD. 4 LUCAS A.TURNER,FL P.E.x8801 A UPDATED PER 2010 FBC 11!42!2011 *11;SO%W iq, No 58201 '�'A�C 1900 SW 44TH AVE. USG 34474 :Wig; sTATe OP ;w LS&DP GNART-LARGE MISSILE IMPACT , , p, , ADE 08/03!2008 THE INFOMATIO,N CONTAIM�IOPAWWNGUI PROPEIT OFMOTM M�i�c`�5 ;, p1� �• E` 4:1 'CWS•298 WRITTEN PERIA99IO�N�O CU9TOA+WRf00W BY8TE1A8.ero.Is ROH®REWIDfHDUTTYIE Pd��+,�NA,1L,,� A 90F8 7 3 1 18 1 iS 8 C 2 0 19 • •• 1 9 9 • • ••• • • •• SECTION VIEW B•B 1 • �_ _ •• • LT' • • • E • y 4 Ll • •• ••• ••i• L 13 •••• BILL RISER MAX.POSITIVE DP MONS (pSFl 0 J 1 NO BILL RISER 80• 4 LUCAS A.TURNER FL P.E.69201 A UPDATED PER 2010 2101110 FBC 111/121201 1 1737 SILL RISER SID1�t4/tl!lfPl/y�� `?4�Ks� II I 1 ,�,r�►py�SUREby.rGs�ji �L_ r 10 •INSTALLATION WITH NOOLLRISER ALLOWED ONLY WHERE ��{�4`•'��CBN`fi•.Q�Y�! wvvDQW3AD00RS WATER INFILTRATION RESISTANOE ISBM REQUIRED. .�� Na 58201 L 1900 SW 44TH AVE OGALA,FLORIDA 34474 1 pro: ret: SECTION VIEWS OXXO•LARGE MISSLE•IMPACT STATE OF :4r. Es: Te: 08/03/2008 :O . �+� ADE _ FROMPTARYNOWNPUEMUL 12/14111 0. %::'y O R. ODFU�� NTS 'CWS 288 SECTION VIEW A A wWwrr�WeN �aiaN=CV o�w mow D sP>�we APWA 0"r MMTION CONTANO IN THIS MtAMQ 19 THE SOU PROPERTY OF� ��'�y��N AI , SGD En a of e A 1 ra 6 2 • 1e •••••• • • • • TYPICAL 14OR17JONTAL SECTION • 1 • • • OX0 •••••• •• • •• •• • • • • • t • • 18 e• •••• •••••• • • • • • ••• • • • ••••• • •• ••• • •• ••••• 528) • • • • t3 SILL RISER MAX POSRIVE DP • • • •• ••• •••• • • OPTIONS (pan 9 NO SILL RISER so" 2 1737 SILL RISER 60 o t *INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE 9 WATER INFLTRATION RESISTANCE IS NO REQUIRED. 1 TYPICAL FIORIZONTAL SECTION 1 Or 0 Ll1CAS A.TURNER FL P.E.66207 A UPDATED PIER 2010 FSC 11/12/2011 'iyj1nrtrN+4 ,00;.y�S:EPJs��'p'k�N+� WIImbIAS&DOORS {�t No 58201 t 7�: 1900 SW 44TH AVE. ITEMS NOT SHOWN FOR CLARITY: 7 * tp r Od"FLORIDA 34474 10,215-32 J-01. ;ar: ITLFSECTION VIEWS,OXO&X0•LARGE MISSLE IMPACT :9: STAT@ OF .ttt4 �A, 08/03/2005 TW fNFCFMATM EIJ- NTS VANDOW SYSTEMS, �auoANY �,r o ax b�P PAa o THE ,J,�'�+i'Si A `•`r SO :CWS•299 WRrrrEN A 60F6 � RE tl, i! CRIRTS LIST FRAME CONSTRUCTION 6.1Sn8' 1 -x042 ,SGD { 2 3-6040 THRE8 OL4 ON 18/8^ 1- 3 5.1722 SUPPORTBLOCK,F D,5011 KEYMARK AL 1 30 8032 PANEL TOP TTOMRAIL,SOD m"O 1 719° •080 tW16• 11/81- 1/8 080 6 32 PANEL SIDQRAIL,SGD PVC ma® 8 -6033 PANEL,INTgRL 8 H 6035 mxptc PANEL,INTFRLOG N .100 PVC OUTER FRAME-8042 ALUM.REINFORCEMENT.1591 PVC GLAZING BEAD-6037 I1 9 WSW ASTRAGAL,SGO, MIKRON PVC `– 10 P3142 ROLLER, GD,PLATED STEEL) 9 7 —1718, 1 11n a° 11 P•3342 SEAMS 04 SCHNEE 1718' FRAME CORNERS 12 P3362 8S /B'X716'XY FRANKL ERS R 4 I SCREWEDTOQETHER 13 -3438 SIKAFLEX 20RPURFECTGLAZE H° L 1 $ •14 P3492 ,0.270 A 87, K FINSEAL,GRAY VENT CONSTRUCTION 16 P3638 88 PHLIPS,TEK 18 P3752 C10a2, K FAS 98118° 38n8° a8n8"00 8 .060 I ' 17 3752 E Bur—REm— L 1 18 P•97 1 1^H ,TEK FASTENAL • 18• 3 8 I RAI&H DLE R, BURY STEEL • •4b• P3792 314•KEEPER • • • ANESBURY SS • 21 378 L H D 4.100 ALUM.WGHRISE-1737 1 • •2R• 38 REINFO#loxPANi E P IL, NAL STEE PYO PANELLOCKSTILE-6032 PVCPANELLINTERLOCK-8033 L- 23 S-1690 RE94FORCEMEN►, 313D1 PANEL KEYMARK PVC PANEL INTERLOCK-8034 VENTS FULLY za 1591 INFORCE UM WELDED • 0280 5-1618 W(EO Li W CL P s• •• KEYbMRK AL 2118° 1 8!8' 26 16 MEL GRIP 1�. �+--•1618° • 8.1660 P SILL 8 060 I 3 •S!8• 8.1726 AEdFORC ,SM 1 G 2° • 29 817 KE 1/g• 1A1^ • S-8037 B 1. Pim112° ROLLER TRACK•1655 • 31• S-8041 • —{ s604 SUPPORT mmom d • ALUM INTERLOCK REINF-1769 21/18° 34 H-6044NGL •• '0n 3 3Jte• Sb' 1 FIXED PANEL SUPPORT-1722 • a S-0045 ENC AN DER K,seoay MIKRON 9118" ALUM.REINFORCEMENT.-1690 37 9-1764KEYMARK OLDCOVER 9900) ALUM 3316' PVC SCREEN TRACK-6041 ---2 t v18' y4. 2 000 1/1 a PVC INTERLOCK SNAP-6035 2�Y 066 — tJa• t� 1314" ——— _� �21n6' 1114' L —— 3/4• �2° 2 SILL THRESH COVER•1784 dC� 81118° PVC SCREEN ACAPTOR•6046 PVC TRACK FILLER-6040 PVC WELD SUPPORT-6046 4318' 100 2818" LUCAS A.TURNE FL P.E.W201 A UPDATED PER2010.FBC t.t/12/2011 i41tR1trferr/rrr 7 acne Oso " 4DREW rG,,i 1112` 7i8° ��OpS?.�4C8/YS�".'•.'Q��ii wummADOM . tiv dNo 89201 %11% 1900 SW 44TH AVE. L+gym o =ENT-�1726 1n s° ALUM.FIXED PNL DOVER-1818 *; * OCALA FLORIDA 34474 fl= C UTIONS&SOM-NON-fMPACT ALUM.REINFORCALUM.FIXED PNL CLIP-1897 ABTRaaAL,saD,Pvc- 43 �►°t STATL OF ,'ma WNUT: ATE r O; se (�yi4 E 'Ono ADE 08/03/2008 NOTE_ALL ALUMINUM EXTRUSIONS PVC SCREEN CHANNEL-6044 THE1tJOMAravoONT ISFROWMOM�(y°0 PpoFSITroF�MALlr� ��:•�q':?RS ap`.' ARE 8083•T8 Wien M= tl QUF era wxaornv°Na s PAW�eac'�� THE •,rrt,�r; „, t'�• 80D V.�rr�:A� ur. 6 o e j J 1&MIN EMBEDMENT (fFIRU FIXED PANEL CUP) 1AP MAX SHIM 114'MAX SHIM 1SI4_MM EMBEDMENT (0I (B] (THRU FIXED PANEL OLTP) l 1&MIN EMBEDMENT INSTALLATION ANCHOR, IMRIOR INSTALLATION ANCHOR, { ICI 3116"DIA.MASONRY ANCHOR W! 9/18'MASONRY ANCHOR w1 11/4'MIN EMBEDMENT WASHER[o] WASHER[C] ac (C] COIdCRETE1MA90NRY � �Z BY OTHERS 27116*- " r y°E' 2 7/18'MIN TO CNTR MIN CNTR TO CNTR D Nd .l DIST[C] rM ED MI 1]L@_MIN EDGE DIST t a v Ig �) ' 118'MIN EDGE DIST 1 BY WOOD BUCK PERIMETERSEALANTIWT BBYRNTALLRSEALANT CONCREfEIMASONRY BY OTHERS[Al BY INSTALLER By OTHERS 1119• EXTERIOR FINISH EXTERIOR FINIS M9dEDGE DIST HBETWEEN IC] BY OTHERS QHOR¢ONTALSECTION 8Y OTHERS ANDO ENIINGG BUCK • ••• 27 ,� FRAR�(MASONRY} 1 BY WOOD BUCK BY OTHERS • SEALAf�IBETWEBN4 CK • •• MINCNTRTOCNTR BY OTHERS JAI • ANB OPENING BY OTHERS • • DIST(01 • • • 00000 1 1/4'MIN EMBEDMENT OMMAETEOAASONdYY �. ` �e i►x, r�! �� ICl • THE • v. 1 BY WOOD BUCK • •••• •• BY OTHERS[A] • W1111011 FINISH • •• 1M"MAX SHIM vERg • • IB] • • • • i INSTALLATION ANCHOR, • IBR7,1!<TER SEALANT 8f16'DIA.MASONRY ANCHOR W/ • BY INSTALLER • •••••• WASHER[C] 00 • EKT • •••• •••• • • ER[ WTERIOR REFERENCE NOTES: HIGHRISE SILL [A] SEE NOTE 10,SHT 1 [B] SEE NOTE 2&3,SHT 2 READ OF SEALANT BETWEEN [01 SEE NOTE 4,SHT 2 HIGHRISE SILL AND FRAME [DI SEE NOTE 5,SHT 2 BY INSTALLER SEALANT UNDER SCREW INSTALLATION ANCHOR, LUCAS A TURNER FL P.E.BB201 A UPDATED.PER 2010 FB0 1.1/12/m11 HEAD BY INSTALLER 3118'01A.MASONRY ANCHOR W! WASHER[C] iunrukrrf .,`,�-I' 1.INSTALLATION/ANCHOR DETAILS ALSO ,tttS7 A�lORE►gt ��,, �?�•f m PERIMETER SEALANT NCREE ASONRY APPLIESTO'OXO"3PANELCONFIGURATIONS 'ti+�ci-,'. BIYS*-.Q + &. BY INSTALLERMO NOT � ' BY COVER WEEP HOLES &'OX°,°XO"2.PANEL CONFIGURATIONS. No 58201 '13;% 1800 SW 44TH AVE. .., ►.. ,,�n . e. :A 7 * : OCALA,FLORIDA 34474 y t�,*" •.t►v _ 1 1/d'MIN EMBEDMENT r S • tFj�=ALLATI B BUCK-LA GE MI E Y + ' STATE Qr: ? � es: LAAWN'+�Op•.•a 4'�s0 ADE 0sd03/2008 1.1/8_MINEDGEDIST 7HEwFOrala7tafCONrAeteDtso wpa +rlolsTHE 9W vaoaERlr�oF1alsroM +�yt`�,'y,ORlgPjp�a� SQD NTSwa OWSANDCONPMEHM -2811 [C] A VERTICAL SECTION PysTEM,INC.AW o 1ppUCTMIN1PART 9ORAIIA WHOLE r�wc rwr1HE I'il,f0i gffi�l A 70Fa e F ONRY) I"MIN EMBEDMENT lie MAX SHIM 1=MMS.EMBEDMENT lDl 114°MAX SHIM- (THRU FIXED PANEL CLIP}• 1318'MIN.EMBEDMENT �� 1NRIOR [Dl (TFIRU FD(ED PANEL CLIP) INSTALLATIONANCHOINSTALLATION ANCHOR, 1;318_MIN EMBEDMENT l WASHER MASONRY R, OR W/ 1 It_ WOOD SCREW W/WASHER [Dl [01 JDJ MIN EDGE DIST „v (pl _t Imo_MIN EDGE DIST O t [DI COpAgOYpy s� CONORETE/MONRY BY OTHERS °:v BY OTHERS • s 2 BY WOOD SUCK Jti. SEALENT BETWEEN BUCK BY OTHERS[A) : W° AND OPENING BY OTHERSAS • :i SEALANT BETWEEN BUCK PERIMETER SEALANT EXTERIOR PERIMETER SEALANT• 2 8Y W0�BUCK AND OPENING BY OTHERS EXTERIORFlNIBH BYINBtALLER BY INSTALLER BYOTHERS[A) BYOTHERB EXTERIOR FINISH 2 BY WOOD BUCK BY OTHERS BY OTHERS TAI 0 •• D HORIZONTAL SECTION • • • e FRAME(13) E(MASO • • •• • BYO RS • • rIMNEDGEDIST •••••i \�'• as +e �� [D) • MF?U SHEATHff[I0 +� •r t\ �\ t . %Y OTHERS • • 1�� MIN EMBEDMENT • Ant) FlNI •• •• '[Dl QRS • • • �µ" tMAX.SHIM PERIMETER SEAL•,I•r •••• � • � • BY INSTALLER • • INSTALLATION ANCHOR, • •••• A18 WOOD SCREW W/WASHER • • • 0000•• IDI • • 0000 • •• 0000•• • 0000 0 •• 0 0000 0000 0 • •••• EXTERIOR 1NTERI9R REFERENCE NOTES: HKIHRISE SILL [AJSEE NOTE 10,SHT 1. 131SEE NOTE 2&3,BHT 2 IINSTALLATIONANCHOR, . BEAD OF SEALANT BETWEEN iC SEE NOTE 4,BHT 2. 3/18'DIA MASONRY ANCHOR HIGHMSE BILI.AND FRAME [D] SEE NOTE S,SHT 2 wMASHER[01 SYINSTALLER SEALANT UNDER SCREW CONCRETEMMSONRY LUCAS A.TURNER,FL P.E.88201 A UPDATED PER 2010 FRO 11/12PLD11 HEAD BY INSTALLER SYOTHERS +�t<<j%tsnttrrprlf� di • {1C�REly aa+ . PERIMETER SEALANT 1.INSTALLATIONS/ANCHOR DETAIL ALSO +a� .•yw'SO"' s ., `,b+� 1vDlDak g 9 t�001s3 8YIN8TALLER/DONOT li'. li a°i• ,aviv p. APPLIES TO'0X0"3-PANEL CONFlOURATIONS fir+ COVER WEEP HOLESa v v ,y 1 i 1 1 &"OX','XO'2 PANEL CONFIGURATIONS. y ,J� No 58201 �-P 1900 SW 44TH AVE. ;ex v i•R 1� �t i+°°. I I/C MIR 0 BEDMENT[C] S*a =*Z OCALA,FLORIDA 34474 fNSTALLATI N DETAIL IN 2 BY BUCK•LARGE MISSILE IMPACT -!P% STATE OF _ ].]18_ON.EDGE DIST. 27/18'MKOO O: a �V•1 E8 SSDO ADE DS/D3/2DDS [Cl [O] THE MOPWrM_ PROPRIFrARYANDOOM IMITIAL . 12/14/11 t;p <ORLO�,'`�`+ e. VERTICAL 1 MNNSTOWIVE ANYRTaWwOiNorn+MINPART Oro ORAS �IT OUTTTHE �`++,SSfa�A��,+��.+ 8(iD L ATS `C�� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-241347 Permit Number: WS-6-15-1447 Scheduled Inspection Date: September 18, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Window Door Attachment Owner: CORONA, HENRY&JEAN Work Classification: Window/Door Replacement Job Address:499 NE 102 Street Miami Shores, FL 33138-2452 Phone Number Parcel Number 1132060170850 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 11 WINDOWS AND 3 DOORS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed ❑ CREATED AS REINSPECTION FOR INSP-239607. CREATED AS Rear sliding door and swing door do not meet min edge dist Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 17,2015 For Inspections please call: (305)762-4949 Page 24 of 37 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-241346 Permit Number: WS-6-15-1447 Scheduled Inspection Date: September 18, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CORONA, HENRY&JEAN Work Classification: Window/Door Replacement Job Address:499 NE 102 Street Miami Shores, FL 33138-2452 Phone Number Parcel Number 1132060170850 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 11 WINDOWS AND 3 DOORS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed ❑ CREATED AS REINSPECTION FOR INSP-236710. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 17,2015 For Inspections please call: (305)762-4949 Page 23 of 37