Loading...
WS-15-1864 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-242818 Permit Number: WS-7-15-1864 Scheduled Inspection Date: September 23, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: VALDES, EFRAIN Work Classification: Window/Door Replacement Job Address: 10516 NE 4 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1122310130190 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 3 WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-239843. No access, no one VW home 10:30 Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 22,2015 For Inspections please call: (305)762-4949 Page 16 of 35 Kp' .. _ 1311 :. .`� no'�� � �gf Miami Shores Villagev�t17j 'Wd � :' 10050 N.E.2nd Avenue NE +11 8 k17 fi�indow/D a OR Miami Shores,FL 33138-0000 Ym Phone: (305)795-2204 e Pett/lkiSituS l tom 3 Eq` J� p �� Expiration: 02/02/2016 Project Address Parcel Number Applicant 10516 NE 4 Avenue 1122310130190 Miami Shores, FL 33138- Block: Lot: EFRAIN VALDES Owner Information Address Phone Cell EFRAIN VALDES 10616 NE 4 Avenue FL Contractor(s) Phone Cell Phone Valuation: $ 10,290.00 FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 0 Type of Work:EFRAIN VALDES Available Inspections: No of Openings:3 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 $6.60 DBPR Fee Invoice# WS-7-15-56462 $2.00 08/06/2015 Check#:20821 $ 113.60 $50.00 DCA Fee $2.00 Education Surcharge $2.20 07/23/2015 Check#:20705 $50.00 $0.00 Permit Fee $130.00 Scannine $12.00 TechnolcWee $8,80 Total:r---�,' $163.60 �.n w.a In considertion of the issuance?o me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaininghereto and in strict fortuity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In acceptingis permit I assutu responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required frLECTRI AL,P MBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERaFIDAVI : I rti hat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi�' e,I authorize the above-named contractor to do the work stated. August 06, 2015 Authorize i nature:owner / Applicant / Contractor / Agent Date Builwg Department Copy AugusW,2015 1 - ti°�°� Miami Shores Village Building Department JUL 23 15 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 1 Tel:(305)795-2204 Fax:(305)756-8972 ��3 -- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 t� BUILDING Master Permit No. L4J PERMIT APPLICATION Sub Permit No. BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL PLUMBING MECHANICAL ❑PUBLIC WORKS [j CHANGE OF E]CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 105 i(o °") AQ E- City Miami Shores County Miami Dade Zip: 33938 Folio/Parcel#: 91. 27-31.015� 01 G Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): k`1FP.A I Ny Alfie 5 Phone#: Address: 10 51 Co him 4 AyE City. P'liAf'1U State: Zip: 3, 138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FL-OiZ9 iA tlOt_'C 1i��iZOVC1'1�AT� Phone#: q5°'(-1Gzy q05 Address: 4010 5W ­1�0 4UE- City: 4AQ6A-jam State: FU Zip: .3-A31 Z Qualifier Name: 'T' :130DkE.1-1- Phone#: State Certification or Registration#: ck,)C- ou 1bclu Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 10.ZqO Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: F CPL'o,C-=_ 'n 110 I Q D0_Q 5 UJI 11-19""LT- n aJE Foz 3yze Specify color of color thru tile: Submittal Fee$ �l. --� Permit Fee$ � ) 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 low 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 's issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature iW OWNER or AGENT CONTRACTOR The foregoini trument was acknowledged before me this The foregoing instrument was acknowledged before me this Z2 day of JUV4 020 1 by 7Z day of JUV4 ,20 15 ,by t_FI'L Al til V bk-Dk:!:�5 who is personally known to L00 Pi—:-7 T D-Z UC,who is personally known to me or who has produced as me or who has produce as identification and who did take an oath. identification and w did tke an oath. NOTARY PUBLIC: NOTARY A Sign: Sign: IL JWto" Print:-- • �fd ��1�1 � � Print: Eel Seal: , ap1PRY v4e`n ANTONIO HES Seal: My COMMISSION#FF 184915 EXPIRES:October 2018 a�9�ov Fl o�`Op Bonded Thru Budget No litAPPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) FlFeadrch Application-Miami-Dade County Page 1 of 1 pno OFFICE OF THE PERTY APPRAISER Summary Report Generated On:7/10/2015 Property Information Folio: 11-2231-013-0190 r Property Address: 10516 NE 4 AVE ;' 1 EFRAIN VALDES i E Owner YOLANDA GONZALFZ 10516 NE 4 AVE Mailing Address MIAMI,FL 33138 Primary Zone 1000 SGL FAMILY-2101-2300 SQ F 0101 RESIDENTIAL-SINGLE Primary Land Use 5 FAMILY:1 UNIT { Beds l Baths 1 Half 312/0 �s Floors 1 ' Living Units j Actual Area Sq.Ft �". "° °• e al Living Area Sq.Ft Adjusted Area 2,402 Sq.Ft Taxable Value Information Lot Size 13,375 Sq.Ft 2015 2014 2013 Year Built 1941 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value $248,895 $246,523 $245,042 Land Value $201,375 $143,983 $161,754 School Board Building Value $150,461 $146,570 $146,570 Exemption Value $25,000 $25,000 $25,000 XF Value 5,903 $5,970 $6,037 Taxable Value $273,895 $271,523 $270,042 Market Value $357,739 $296,523 $314,361 city Assessed Value $298,895 $296,5231 $295,042 Exemption Value $50,000 $50,000 $50,000 Taxable Value $248,895 $246,523 $245,042 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value 1 $248,895 $246,523 $245,042 Cap Reduction $58,844 $19,319 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,066F$25,000 $25,000 Previous Price OR Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sale Page School Board,City,Regional). 04/1312010 $140,000 27318-4374 Corrective,tax or QCD;min consideration Short Legal Description 04/08/2010 $350,000 27276-4111 Qua]by exam of deed FIRST ADD TO PASADENA PARK 04/08/2010 $100 272764110 Corrective,tax or QCD;min consideration N1/2 OF LOT 2 AND LOT 3&ALL LOT 4 BLK 11 PB 6-82 03/17/2009 $100 26802-2495 Financial inst or"In Lieu of Forclosure"stated LOT SIZE 125.000 X 107 OR 19225-3784 08 2000 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Properly Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govrinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 7/10/2015 s I i4 0. Specialty E==11.1= 9ineednA Conatrgants,Inc. C' g 1588 SW 30 Avenue,Suite#20a Wind Velocites m South Florkie Boynton Beach,FL 334328aFL.CA#009217 Risk Cat.I t6,4 I34 136 Low rink to5 Risk•Cm.2 175 170 170 Sin le Risk-Ca.3&4 186 180 ISO Essmaial Fsoilitics P:=q h•(GCp-GCp 1) Intstuctions and limitations of Use 1 Charts avide wMd Measures based on the mean roof h ht And shag not exceed W-W. 2 Deal n assures ere for an enclosed bufluft shutters or other On d resistance protection required). V(mph) 175 1620 PBC for t IVHZ,or pig.26.5-1a 3 User shag determine the mean roof h Eave h M+Root Peak Risk Category 11 Table 1.5-1,page 2 4 Ed zone distance is the lessor of 10%of length,10%of width,or 40%of the mean roof M and not lose than W-W Eapostne C Section 26.7 5 If 50•k of a component Is in a particular zone then that component Is considered to be in zone with the majority of the was.If questionable then place in Zone 5 Kd 0.83 Table 26.6-I,page 250 6 Each com nerd,window,door,muNon has a tributary area that is area to be used.Area of components to rounded down bat shell not be less than 10 sf. Kzt 1 Figure 26.&1,page 252 7 For NOA's that require a Kd-1-0 then multiply the values listed herein 1.18. CCpi 0.18 -0.18 0.55 8 Wind ressures are based on Allowable stress design. pitch of roof 3112 14.0 J-grecs 8 Design pressures listed herein are veld for Exposures B and C and exposure D.max roof height theta 14.0&W- 10 Charts and values fisted herein we only valid when signed,dated,and sealed by Gary McDouflIG,PE#58214 or Mark LeBlanc PE 835683 11 1 Wind deaf n pressures are calculated in accordance with ASCE 7-10 Method 2 12 1 No reduction is taken for slopes leas than 10 degrees. A-foonmoricni Area of Armofco Area of Area of Amofoompomant Area ofcompommnt Arun ofcorn ncnt Area of co Arcsofournponew Arm ofcom t 10.0 sf 15.0 sf 20.0.r 25.0 sf 30.0 d 35.0 sf 40.0 sf 45.0 sf 50.0 sf 55.0 sf 60.0 sf Mean Roof IMAL.10 Zone 4 � 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 --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 .6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36:3 35.9 35.9 35.4 . 35.4 16 1 74.0 -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 1 48.6 -40.9 47.8 -40.5 1 47.0 40.1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 -44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 421 49.9 -41.8 79.1 41.4 48.3 41.0 77.5 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 ,44.0 -52.6 73.6 -51.8 1 43.1 -51.0 42.7 -50.2 42.3 49.4 41.8 48.5 41.4 47.7 j13-4- 42.0 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 2 13 1 45.8 1 -55.6 45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 1 42.7 49.9 42.2 -49.0 1 41.8 -48.2 43.S 43. 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 3 7'9 -58 -46.2 -56.2 45.8 1 -55.3 45.3 -54.5 -44.9 -53.7 44.4 -52.8 44.0 -52.0 1 43.5 -51.2 43.1 -50.3 42.6 1 49.5 42.2 48.7 44. 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 4� a -t5 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 43.5 -50.8 -43.0 49.9 42.6 49.1 44 5 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 r.d Sr3 -55 7 -47.0 -57.2 46.6 -56.3 -46.1 1 -55.5 45.7 -54.6 1 45.2 1 -53.8 - -44.7- .-52.9 -44.3 -52.1 43.8 -51.2 -43.4 -50.4 42.9 49.5 4. �e,5 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 V • , G - 2 -47.4 -57.6 47.0 -56.8 -46.5 -55.9 -46.0 -55.1 45.6 -54.2 45.1 -53.4 74.7 -52.5 1 -44.2 -51.6 43.7 -50.8 43.3 49.9 = 45.3 5 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 7 -49.2 a .7 -47.8 -58.1 -47.3 -57.2 76.9 -56.4 -46.4- -55.5 -45.9 -54.6 -45.5 -53.8 75.0 -52.9 -44.6 -52.0 44.I -51.2 -43.6 -50.3 45.7 C/1 7 44.2 44.2 43.7 'Ps •tt 413.3 0 41.8 0 *211942.3 - 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 - 39.9 -a6.2 78.2 47.70 ` ,' -4• 4 :56.1f • .8• •_55.9 76.3 -55.1 75.8 -54.2 75.4 -53.3 -44.9 1 -52.4 1 74.4 -51.6 -44.0 -50.7' 4&00 0 44.6 _ :: 44.`<+-'r.•,-4,� i13� #13.8a • 40.0• 45.1 42.6 42.6 - 42.1 42.1 41.6 41.6 4L1 4L1 40.7 40.7 40.2 40.2 > 9 79.9 �6.6 48.5- -59.0 X18.0 �' •7.� • .1• -t)•.3 76.6 -55.5 76.2 -54.6 75.7 -53.7 75.2 -52.8 74.8 -52.0 74 j -51.1 y 46.3. .3 44.9 - 44.9.' 44 43.9 .43.9 43.4 43.4 y 30 -50.3 .I 48.9 48.4 47.9 -57.6 77.4 -56.8 47.0 -55.9 J-g6;9 "a5S.0 46.0 -54.1 75.6 -53.2 45.1 (s�2.3 44.6 51.d�e Y to 7 r v s • • ••• • • D rs • • • • • • • • ••• • i . ®C/J -77 zI'AJ v r cit.. : c: Gdsor"le'im®��raoe���®@6��� MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:10516 NE 4 AVE 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 FL11103.1 +60.0 -60.0 +40.1 -43.4 711/2 x 791/2 NO NO YES 2 FL1485o.1 +70.0 -70.0 1� 38 3/8 x 80 3/4 .L 1. 1� 3 FL11103.1 +60.0 -60.0 617/8 x 80 7/8 .), •�• •L . ... . ... . . FHA- DIAGRAM SHEET tsioar33�sa NiEASUti aTm MMUREDATE wm%krm 0% adGtisaea-aszs•rrm,eesea�eaa QMFOM WS NAMH FHA LEAD NUMBER TYPE OF PROPERTY ROOF HERMIT FLOOR NUMBER TOTAL#01:FLOORS Vat D.rers 285204 aselow !!•. r 1 wl .� DSS. .» t _._ ... p ..«.—....— •d__r__:._�—.-- — ..__—_—.� —_._i—..-.._... _ ....y__,_ ........... r • L� - 3 i j- IL ORO • —i"i; +•;_ .i"�'_:• . '! -" - .. �- '-' - --moi I L - � •,j.• 0`_ 1 • L ° t 1 + L 7-7- 7-7 7r. .._,_ t... e I •r L t I i • 't. _ g• y t i 3 t . � i L & 7 L •_ o a p --►• -ter,-- . - r..��—t p•�.-..i�� -� _g'__i + _�"_�_ i _ - -' a i t L - j --�•--.. r�....._—gyp p , UL S Florida Building Code Online Page 1 of 2 ti- H*a DepBrtme qd OW H= I roger 1 UserRMkAragon' ftToPks sum9tsunherge ! stas&rtes rUN1 MZ I WStw 10r, t'f&'P I u'ft ( amm;, Bus!'nes �, I Proessi 1 Product Approval Igg9M Public User Re ulation >Avalkalkm Ust>AwksUm DdNa 4850-112 Application Type Revision Cade Version 2014 Application Status proved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Em0 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.cc Authorized Signature Kass Erin ekoss0cws.ec Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@ays.ec 0000 Quality Assurance Representative Jay Lathrop • • 0••••0 •••••• Address/Phone/Email 1900 SW 44th Ave. • • • • Ocala,FL 34474 •• • *0* • • (352)368-6922 Ext 291 0 0.0 0• 0.0 669690 iladirop@cws.cc • 0000•• • • • 0000•• 0000 •• • • • categorye6ertor Doors • • • • • 0000 • •• •••0• Subcategory winging Exterior Door Assemblies ••0••• • • ••i••• •• • • • • • •• • • 0000•• Compliance Method Evaluation Report from a Florida Register•OArchf or a Ltcensea 0• Florida Professional Engineer • • • 61 Evaluation Report-Hardcopy Recelvati • • • ••••i• • • • 0000•• • • • • • 0000•• Florida Engineer or Architect Name who developed Lucas Turner •• • • 000 • • the Evaluation Report 0••0 i Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 62 Validation Checklist-Hardcopy Received Certificate of Independence FL14850 R2 COI EvalRen CWS-6418(FD-8750 IMPI Ddf Referenced Standard and Year(of Standard) 211111111damd vest AAMA/WDMA/CSA 101/LS.2/A-440 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By htip://www.flondabuildmg.org/pr/pr app dtl.aspx?param=WGEVXQWtDquHlFzfePoUW... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Data Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FOC Approval 04/25/2015 Date Approved 06/23/2015 ll mnuiry of Panducb FL# j Model,Number or Name Description 14850.1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710 Siderite,impact, Lbnits of Use Irretallatilon Instructions Approved for use In HVHZi Yes FL14850 R2 II CwS-6410(FD-8750.IINPI.Ddf Approved for use otrti ide HVHZ:Yes Verified By:Lucas Turner 58201 Impact Reslslanta Yes Created by Independent Third Party:Yes Design Preasure:+70/-70 Evaluation Reports Other.Large Missile French Door w/Sidelights,Max. FIA4850 R2 AE DuPont PVB NOA 13-0129 27.odF French Door 6'x 8,Max.Single Door 3'x 8',Max.Sidelight FL14850 R2 AE DuPont SGP NOA 11-0624 02.Ddf 3'x 8',OP+/-70 psf.Glass complies to ASTM E1300-04. FL14850 R2 AE BMIReo CWS-6418(FD-8750.IMP)odf FL14850 R2 AE Ouanex(Mikmn)MOA 12-1017 02.Ddf Created by Independent Third Party:Yes 4141•• • • 4141•• 4141•••• 1. ::1940 North Mnnrea!� Tanaheaea X49 • a ••• 41 • The State of Florida Is an AA100 employer.foevdnht 2a07-31113 c_tata M Radde.:; •••••• • Under Florida law,emall addresses are public records.9 you do not went your e-man address released In response to F0h8l1%Mrds reeuea,do cAt send • • eterbmk mall to this entRy.Ir ad,contact the alike by phone or br treftonal rnaL If you have any 4uesthnm,please GM467.135 "..'s r�bo :•••• section 455.275(1),Florida Statuhor effective October 1,7017,liven ees Acensed under chapter 455,F.5, r they tam one.The emalls provided may be used ror all1dal communlreUan with the Imo.Hmevar email addreaara rd.U do � ••••• supply a personal address,please prartde the Daparb+ent with an emall address which can be made avallabte to the pi r- n yeu e a urxler • • Chapter 455,FS.,please ckkhMM. •••••• • • ••••• Product Approval Accepts: • • • • • 41. 4141 41. 4141 WORM 4141•••• • 4141•••• • • socuri ,mr raaw, • • • • •••••• 4141•••• • • • • 4141•••• •• • a 41.41 a 41 • • http://www.floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDquH 1 FzfePouW... 6/24f2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 641B April 18,2015 Product Description: Series SD-8700,FD-8750,SLT 8710 PVC Swinging Door,LM Impact,31x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the So' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-641B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210 3761-1,-lA,-1B,-1C,-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 0666 4) Supplemental Calculations to support CWS-641 B,signed and sealed by Luca§A.Turner,PA.•• •• ••• .. . .66 Installation: Units must be installed according to approval document CWS-641B. ...... 00600o 8 0600.0 . 0000.. 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 00000 7 "Itlelite sites,••• ••;•• with glass types and max.glass daylight sizes as shown in CWS-641 B •••••• 6 ••••• • Achieves design pressures of+/-70 p.s.f. .. .. 0000 0000.. 0000.. • Is Large Missile Impact Resistant and does not require the use of shutters • • May be used in the High Velocity Hurricane Zone •••••• • Anchors indicated in CWS-641 B shall be pan or hex head type and shall havd a htai or washes.. ••' (integrated or separate)diameter of 0.420"min. • Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.021 • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. 201 Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. `�s�llmirrp� +,�+ •%��*1I,SI y-4: No 58207 = 4/18/2015 • tr a* Lucas A.Tumer,P.E. :9STATF- OF : r FL PE#58201 0; 9'14 0 8 t t1 P•' .k.' Lucas A.Tumor ii �' ''••i4••'• �'' 2015-04-1822:03-04:00 SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.THE � 1.THE COMPLY PRODUCT SHOWN HEREIN G DESIGNED AND MANUFACTURED wmow mnm TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC},CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 94474 79'MAX.FRENCH DOOR WIDTH 38 9/18°MAX IN ASTM E 1898 PER THE FBC, W WW.CWS.C; SIDELITE WIDTH 2 GLAZWG OPTIONS:(SEE SHEET4) PANELMAX ID H NE S.CONFIGURATIONS: `50 SINGLE OUTSWING,SINGLE OUTSWING 0/ PVC s7SIDELITE(S),FRENCH DOOR(S),FRENCH DODR(S) SWING DWR GLASS DLA GLASS DLO D W/SIDELITE(S),SIDELITE NOT ATTACHED. IMPAC -- -- -_ 4. OPTIONS: UP T 1 � UP TO 8'8': 97" A.DOUBLE BOREw/TWO(2)INTERIOR FLUSH BOLTS. r� MrAX MAX HANDLE SET a 3W UNIT 8 MORTISE LOCK W/TWO(2)INTERIOR FLUSH BOLTS, c UNIT E HEIGHT HANDLE SET @ 3a' HEIGHT E C MULTIPOINT(4 PT.) ]C WW 98 3118' C C i 1D SET 0 34' FLUSH BOLT ON IdR)N ABOVE PA L X X iNACI INE PANEL 1 C PANEL A MULTIPOINT(6 IGHFT.) ? HEIGHT HET HANDLE SET @ 34 B 8.DESIGN PRESSURE RATING: a 843116' 11 GLASS 8E' -NEGATIVE DESIGN LOADS BASE()ON,TESTED PRESSURE AND W CG�� NOTE 4 DLA GUESS TA13LES ASTM E1900-04. s 1 -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 1 INFILTRATION TEST PRESSURE AND GLASS TABLES j(y1 40'MAX SINGLE ASTM E-1900-04. 1 37 S/8`DOORWMAX IDTH D C 6.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED 12 IN THE DESIGN OFTHIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR 81 Q FRENCH DOOR PANEL WIDTH SIDELITE NAILS-WONDLOAD DURATION FACTOR Cd-1.0 WAS USED FOR WOOD 2650 ANCHORCALCULATIONS. , trnligi� GLASS DLO tg A 7.PRODUCTS APPROVED FOR IMPACT FIESISTANCE.SHUTTER ARE `�3�#C CB N a Ire NOTE NOT REQUIRED. . .� N• 58209 °' HINGE SPACINGS ARE 8­117 Sr FROM ENDS AND 2D'MAX O c. a ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS =*d UNITI 20' FOR 81'7O 9Y UNIT HEIiHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. ro _ HEIGHT ~. STATE OF F+v 9,SERIES!MODEL DESIGNATION SD4700,FD-8754 SLT-8710. 95 911 W 1 10.THE D SASH, -FIXED SA THE FOLLOWING: gsy d`8 MAX HE[ L B X 1 B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS GlURATIONS IN A SIMILAR xx 84311V 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO R,P.E LUCAS A TURNE GLASS SEE SEVERE WEATHER. FL PE URNS DLO NOTE 4 I 1239 JABARA AVE. • • • • • • • • •• 13 GRAVE 2 BALTERNATIVE ELANY.TIDEADBCOLT HARDWARE E NORTH PORT,FL 34288 e if� • • • • • • • GRADE 2 BY PAMEX AND DELANY. •• • • • • • • �i• • • • • ••• • 14-MAX.PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR PH.941-380.1574 • • • • • • • • • NON-MULLED UNITS. TABLE OF CONTENTS SI ••• GENERAL NOTES AND GENERALNOTES aELEVATIONS...... Lucas A. ELEVATIONS - GuaaNGDETAILS..... ...........___.......A MAX.PANEL SIZE DESIGN PRESSURE RA-nN(t IMPACT RATING Turner SECTION VIEWS, ....._ _.._!r7 ¢JAI +� • • • • • • • • • 2015-04-22 �E on�1 SEX RUSION& .....8 FRENCH 37-516"X 95, .1�" 0 • •• TDP§F 1026 . 0 aNCHa�ecHEouLE a NOTEs.....__.....10 .. LARGE MISSILE IMPACT cWs eat a INSTALLATION DETA1Ls.....__..._..__11.12 SIDELITE 33-5518-x 94.w • ••• • 000 • SHEET 15 1 OF12 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3S 3/1 S'MAX 1513/8'MAXWUNITWIDTH � SIDELITE WIDTH MAX FRENCH DOOR WIDTH 1900 SW 44TH AVE. OCALA.FLORIDA 34174 3358' 37518"MAX WWW.CWS.CC PANEL WOnli PANEL W IDTH 871MO PVC 9MAX S1MNG DOOR HEIGHT IMPACT S4 SW ir SIDELITE 0 x X ANELL 4 FLUSH HEIGHT as o p BOLTON UJ IDELLITE ME INACT1YE11 DOOR DGLASS GLASS SKI 4 FAME D10 tC a o UJ id ia ��> W GLASS GLASS OLO q q FRENCH DOOR W/SIDELITES d Z 1153/f 6'MAX UNIT WIDTH 783118'MAX UNIT WIDTH �O��•g� .RJEW.a. T�N 38311ir MAX 70' SIDELPm WIDTH MAX FRENCH DOOR WIDTH 35 3/19'MAX Mr MAX SINGLE �,� ti�G SMI:'QM SIDELITE WIDTH DOOR W IDTH58207 3350 MAX 375V MAX 335!8•MAX 37 818"MAX =*• * � PANEL WIDTH DOOR WIDTH PANEL WIDTH DOOR WIDTH STATE OF i W: }� S� 9T I d�� ate R ti��'����� MAX 9T � S�ONAL " UNIT T}IT MAX low MIGHEIGHT94 5V 053/10" SIDELITE O X X 953(18' $1DEE PANEL LUCAS A.TURNER,P.E. HEKiHT PANEL HEIGHT O X HEIGHT FL PE#511'd01 1239 JABARA AVE. 83 F GMT • • • • • • • • NORTH PORT,834288 SIDELITE f FLUSH toN 543118• • •• • • • • • 8`13/18 PH.941-380-1574 GLASS SEE INA0nYE DC7 • •• • • • • ••• • SIDELITE SEE DOOR SHEET DLO NOTE 4 PANEL GLLASS ••• ••i ••i ••• i i •• GLL LASS NOTE 4 GLASS DL SHT 1 DLO OLO SHT 1 GENERAL NOTES AND ELEVATIONS DRA 22518' 2858' • ••• • ••• • • 2258' 25518^ ADE 08/08/11 GLASS DLO GLASS DLO • • • • • • • • • GLASS DLO GLASS DLO •i i• • •• i • • •• i i SINGLE DOOR WSIDELITE CiN3 841 B FRENCH DOOR WfSIDIITE ••• • ••• • ••• • SHEET 1 2 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �WIDTHS GLE 7S°MAX FRENCH DOOR WIDTH 363/1E W�T}Ivvlmxlwmreum 37 513'MAX 37 SW MAX 33SW MAX. I ON SW 44TH AVE. PANEL WIDTH PANEL WIDTH PANEL WDTH OCALA,FLORIDA 34474 26 sw 25 rau 22 518. W W W.CWS.CO GLASS DLO GLASS DLO GLASS DLA HINGE SPACINGS �OTE: — 87M 01W PVC ei° FLUSH ARES-1/2'FROM SMAX FLUSH SWING DOORMAX. BOLT 21 slier ENDS AND21-5l18' UNIT BOLT MAX UNIT MAX O.C.UPTO HEIGHT UNIT IMPACT Maw 81'UNIT HEIGHT. HEIGHT 79 3M S' 78&W HEIGHT X PAWL PANEL PA HEIGHT XX HE 0 �d 8S ASS SEE 89 3118' SEE 871.6 2di Lu DLIWL O SHT 7 4 DLO NOTE 4BHT Dl0 p m z SINGLE DOOR FRENCH DOOR SIDELrrE a o 7j WO 6 F J ® d 1513V MAX UNIT WIDTH 00 EIV 112 3/Sr MAX UNIT WIDTH �.�$,.,.....»•.G,p�y $IDEI f�IEMWA1xDTM 79'MAX FRENCH DOOR WIDTH FSISI TE AX r MAX ID NNS , +'�, ''•.Y y �6EN�q smi 335V MAX 37 fide'MAX-1 33 6/8'MAX 376V MAX CZ*s # #Z PANEL WIDTH PANEL WIDTHI PANEL WIDTH PANEL WIDTH t 9 qq STATE OF Si' FLUSHMAXMAX 6 A -FLUSH F� O ►Q�`������, UNIT BOLT UNITBOLT ryhej y MA4 HEIGHT 79 3/18' HEIGHT !n! 78 BW PANEL 7s SB PANELHEIGHT 0 di X 0 HEIGHT HEIGHT 0 X (� HEIGHT 87 fiv 683116' BS 3/18" LUCAS A.TURNER,P.E. sinsGLASS TE DOOR 67 iiv GLASS SIDEEUTE DOOR FL 1A#L9 AGLASS 1238JABARAAYE. DLA • •9L0• • • • • •• GLASS GLASS NORTH PORT.FL 34258 • • • • • • • • • DLA DLO PH.541.E-i 574 • •• • • • • • 11 1 • •• • • • • ••• • �E7 • • f • 22 fife• 28 6J8 •• 090 •• • • • •• �51� ��, GENERAL MOTES AND GLASS DLO GLASS DLO GLASS DLO GLASS DLA ELEVATIONS DFAWN 9Y: DATE FRENCH DOOR WSIDELITES • ••• • ••• • • SINGLE DOOR WSIDELITES ADE 49mm 1 •• OWS-841 g ••• • ••• • ••• • SHEET 1:35 3 OF 12 ••• • • • f ••• • • oes • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 GLASS TYPES MAX.tUT VWNDd11V MrEM8 "How 8 BAVOLE FRENCH 1800 SW 44TH AVE 1'OVERALL 1.OVERALL 61' A A A OCALA,R.ORIDA 34474 87' B B B WWW.CWS.CO 3/16'TEMPERED 3H6"TEMPERED 6116'AIRSPACE 316'AIRSPACE um/low PVC 1/a'LAMINATED 711W LAMINATED SWING DOOR 9116-ANNEALED9NEA3116'ANNEALED IMPACT __j:�F ,14Et DUPONT PVB INTERLAYER MO SENTRY GLASS IONOPLAST INTERLAYER us r 311(`ANNEALED 311W ANNEALED SIKH-SIKAFLEX 552 or SIKA-SIKAFLEX 552 or T e 11 HENKEL-PURFECTOLAZE'W 1 HENKEL-PURFECTGLAZE'H' p C 1f! 314•GLASS SITE 314'GLASS SITE 1 1 mm a mag1 1 "GS ` 3TC STATE OF FAU �'7 jGNA4� Y LUCAS A TURNER,P.E FL PE B 56201 1238 JABARA AVE •• ••• • • • t • •• NORTH PORT,FL 34200 • • • • • • • • PH.841-360-1574 Lru Lru• •• • • • • • � OIUP°f11>nk • • • • • • • •• ••• •t • • • •• GLAZING DETAILS OLAS9 TYPE A GLASS TYPE BDRAVMMVI-DATE- • ••• • ••• ADE 09)=11 • • • s • • • • • ow •• • e • • • • • • CWS-641 B • •w • • • • • ♦ SHEET 1:1 4 OF 12 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR ynNppyygY Tee 7 1 7 1900 BW 44TH AVE. 00"FLOFIIDA3"74 www.Cw18.OD 1 owl()/50 PVC SWING DWR IMPACT 1 5 6 ® � ' 1 Y W y} W 6 RD ' 4 W MCC SECTION VIEW&B m d INTERIOR IQ 14p�M�GNg�`e yyi r N• $SZDi V'R ALTERNATE 1 ALTERNATE 2 %'V ararE op 4� pmlyAi b MORTISE LOCK wr/FLUSH BOLT MULTIPOINT LOCK LUCAS A TURNER'P.E. FL PE#58201 1238 JABARA AYE. •also: ••• e • • • • • NORTH PORT,FL 34288 • PH.841 no-1574 ••• ••i ••i ••• i t ••• SECTION VIEWS s SINGLE DOOR ITEMS NOT SHOWN FOR CLARITY: 10x12,UB•116-17,22,43,48•bd•S7-58 • • ADE 09/o8/i 1 •rfEf•A$NilT USED VEIaSI@IV SHOWN i i i O0 • SECTION VIEW A-A 228i'i",1�-.I8,4gr3D-4 @%4 4a, bl-53,�D,�.+.8Fr81 72,78 CWS-641 $ ••• s ••• • ••• • 1 SHEET 5 OF 12 ••• • • • • ••• • • • •• •• ••• • •• •• ••• • • ••• • • VVINWWmmm IBM SW 44TH AVE. OCALA.FLORIDA94474 W W W.CWS.00 INTERIOR owl 0150 PVC S1MNG DWR 7 1 s , 1 1 , 7 IMPACT v � as � �zo Q m 19 4 1 t 2 4 1 1 m a a SECTION VIEW C-C ,�pr��OEAI��. s!► No 88201 tis STATE OR �"IVr4 '�> Ns Ai IZI-1— 8=15 LUCAS A.TURNER,P.E. FL PE S 58201 1239 JABARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34285 • • •• • • • • • PH.941-380-1574 • •• • • • • ••• • g •• ••• •• • • • •• SECTION VIEWS FRENCH DOOR NOTE:VERTICAL SECTION SMLAR ITEMS NOT SHOWN FOR CLARITY: TO SINGLE DOOR,SEE SHEET B 0010-AM 317,2212 p".43.54,5uugt.ADE 08/08/11 S ••• ••�OTrW�N Jwmm., i i CWS-841 B 1 1B. 48.42, 5213.58,00.Z4,78 ••• • ••• • ••• • some SHEET 1.2.5 6 OF12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WTERIOR vviNoowmnmffl ® 1900 SW 44TH AVE CC"FLORIDA 34474 WWW.CWS.CC 8700/10/30 PVC SWING DOOR 9 ffdPACT ao 19 18 4 4 4 SECTION VIEW E-E ¢ lu O Q a ME SEALANT APPum TO 8 1 ADJOINING BYY INSTALLERCES e m K INTERIORD���•+�+s+i 410 HEX WASHER HEAD TEIC ����4`1 EHN ••.`iQ�� JOINING DOOR FRAME TO SIDEUTE. G v F 4, e'FROM TOP AND BOTTOM ��•• N• smi now 9� STATE OF bi - 4 + QNA d 411 LUCAS A TURNER,P.E. 0- SEAIANT APPLIED TO SI0.24 x 1-9/4°TYPE F FL PE E 68201 ADJOINING FACES THRU HINIGE INTO SIDELITE AT EACH HINGE. 1238 JABARA AVE, •• ••• • • • • •8Y 11115TALLER SEE SHEETS 1&3 FOR HINGE SPACING. NORTH PORT,FL 34288 i i ••i i i i i PH.941-980-1574 •• ••• •• • • • •• SECTION VIEWS 9 ATTACHED SIQELRE ffEM8 NOT SHOWN FOR CLARITY: SECTION VIEW D-D 1011,112P83.57 • ••• • • ADE I OMNI f ITEMFD4&USfp IN VEIbI(24 SHIN: • • • awak 1-3.0-116 47-180W21123-210,2847.30-39.41."40t 466F.54-68,58$1,63-71,7478 CWS-641 B ••• • ••• • ••• • 35W. SHEET 12 7 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS UST PARTS UST ITEM PART# DESCRIPTION AMATENAL VENDOR ITEAA PARTSPITdN MATERIAL I VENDOR �//�� � 1 H-1838 RAME,HEAD ALUM RK 51 P 5131 GASKET DODR BACK FOAM HOP 4y ({ 2 H 1 GAL,INACTIVE, ALUM 52 P 134 ,N 10 15/4•FLAT TYPE F @ H GE FASTSKS 3 1858 TRAGAL,AC E,FD,PV ALUM KEYMARK 53 P5151 GASKET,smarm FOAM HD PROD 1900 SIN 44TH AVE. 4 H•1880 REN RCEMEM;VE . ALUM —WY—MARK 84 P5157 910.24 x 1PL',FI l mbw PH,183SS KEEPER FAS OCAS FLARIDA 34474 5 M1851 RENFORCEn=HORS ALUM KEYMARK 55 P-5156 MOTIOM BEAL RUBBER TEAM WWW.CWS.CC 8 MUM MAI ALUM KEYMARK Be P-6172 ,.970X.187.TRO FN,BLACK UL7WIFAB 7 H•1880 MAINFRAME,JAMB ALUM YMARK 57 174 SCREW 98 X314'HECWAS ®FRAME FASTENAHl�d�� C B 1+1881 MAINFRAME, (ry DOOR KEYMARK 59 P-5186 SCREW 88.32 x 1-U4'PH,FL M SS OP PLUNGER SS FASIENAL �R e H 1900 MAINFRAME,307ELRE JAMB, ILL KE 59 &1781 THREBHoD, F ALUM RK 10 P-9039 BLOCK 118X1 X2 FRANKLOWE so &1 I LUM NT AKEYMA IMPACT 11 KFLEX or PURFE 'H' SW HENKEL 61 5.1808 COVER, ANGNOR A KEYMARK 12 P3503 SCREW 98 X 1Pd'PH SS @ ASTRAGAL CAP FASMNAL 82 1818 COVER,JAMBS,HEAD.SIL4 SIDELUE ALUM KEYAAARK 13 P 3511 SCREW 98 x 918'SO.PAN TEK QP TIEFM BRKT FASTENAL 63 3-1817 DRPCAP ALUM KEYMAFIK .. 14 P3567 SCREW 98 X1',PH TTEX&ASTRAGAL ,L FASTENAL 64 1840 COVER,HEAD, UM RK 15 P 3787 &CREW,910 X 1'HEX HEAD,T§C FAS $1849 C& NAUME PNL LOCK HARDWARE KEYMAFIK C 18 P-4148 SCREW 08 X3f4 PHIL,FLAT 138 TEK CM SIDEURE SFOAd FASTENAL 68 5-1859 COVER,ASTRAVIAL.FD ALUM KEYMARK 17 P42M .200'x 1250'W/ADHESIVE UL AB 67 S-lW4 INSERT,FRONT,BTM ATTACH SO L ALUM KEYMARK 18 -45M 910 x 1 114•,PH •HINGE V PANEL TENAL 68 1885 INSERT,BACK,BTM ATTACH ILL ALUM KEYMAW 19 P-4774 WSTP BUL8/LEAFS,�PANEL AMESBURY 69 1815 SWEEP ALUM RK 20 P-4780 H BOLT,ASSM,TOPISTMSULLIVAN 70 S-1916 DRO'DOVE SWEEP ALUM KEYMAfOC 21 P-4794 SCREW 99 x 518' FLATTEK Q1 INSERT A A FASTENAL 71 SMW P BTM RAS.,SIDES-DOOR P + c 22 PAW ALL THREADEDROD MGMASTER 72 &8083 PANEL TM TM IDES-SIDELTfE PVC MNOR97fd ¢ ¢ O 23 P-4807 KNUE,GUIDE HOPP 73 &6084 BEAD{1') PVC 99 N f 24 840014 a E, ET HOPPE 74 FF18B8 RENFORCEMEPRi,VERT., ALUM KEYMARK 25 P-4814 .50X750 FOLDED BULB SEAL,@ SIDEUIE 75 GLASS SEE SHE 4 25 Phi L STRIKE PLATE PADDOCK 7B 188'2 RENFO NT,VERT. RK ? 27 P-41IN RHINO STRIKEPADDOCK 77 P-4887 MO E LOCK I 10 28 84868 GUIDE,TIE ROD LOIN MSM PADDOCK 1-1--1 Q 2 28 ✓1871 TIE ROD BRACKET SULLIVAN 30 P4865 SHOOT T,TOP PADDOCK `,axts ORE , +is 92 P� LOCKBA T B Fi p 6Y,f G$ -Qhh 32 P-4964 BAR,MLA-TI-PONT,5",8 FT PADDOCK -�t No 58101 6 32 P-4901 LOCKBAR,MLU-T4 4PT;6'8 FT PADDOCK -*I 32 P49M LDGK13AK INA Fa FT PADDOCK x+111 * lo'l 33 P49M HANDLE SET,ACTNE PADDOCK r3y1SO1f STAT@ OF ��4Jp 34 -4905 HANDLE SET,NA PAD 'nom( !`•a 35 P-4913 WSTP,.==FOLDED BULB SEAL,0 DOOR L 4ylaS$� as -4917 ABTRA M&AA Nss�rini>�� 37 P-491 ATE,FLUSH BOL, E PM. M&M �� 38 P-4im R,INTERIOR LT NYLO M&M so 4M5 IVAP,ASTRAGAL,NS NYLO M&M HEAD SILL41-18=15 40 -4926 ISM,SID ITE,DOOR SHIPPING BL —m&M LUCAS A.TURNER,P.E. a1 P-4927 IGUIDE FLUSH BOLT M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE9682M1 42 P4= ISGREt,010 X 1-114'HEXHEAD TEK 0 S93ELRE ATTACH FABTENAL1239 JABARA AVE d9 P4933 JMH,3V-16 FLANGED Wl SERRATED LIP,SS, PANEL WHOWNR 3 • • • • •• NORTH PORT,I134288 44 P4834 ISMIN,912.24 X 112',PH FLAT,MS,Q HINGE • FASTENAL •i • • i i i PH.941-3W1374 45 P4= IDOOR KNOB,ACTIVE PANEL • • • ••• • SHEEir 46 P-4937 UEADBOLT,ACME •• •o ••• i i ••• 47 P-4= SCREW,910 X2'FOW.ATTACH. FASTENAL BOM 48 P-4997 STRIKE,DEADBOLT PADDOCK 49 P5127 SCREW,912 W,PH PAN,SM R F NAL DATE 50 5130 GASKET,DOOR SLIL,FRONT PCADE asmi 1 • • • • • 'ALTERNATE APPROVED LOCKSETS; •i i• • •• i • • •• i i CWS-641 S PAMEX GRADE 2 LOCKSET AND DEADBOLT ••• • ••• • ••• • SHME I 1.1 8 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i- 2 a gns' l yra z 3/a—►� 27/1(r--1 //�( 1 TI 1 1 3118" 1/18° 1880 SW 44TH AVE. 1118' �.CWBFLORIDA 34474 WtNW V18' .cc THRESHOLD-1783 HEAD COVER-1840 DOOR HEAD-1833 45116, O/50 PVC b 12' {fig^ �M DOOR 1118• �+--21/4'—+{ 49118' 1!4• IMPACT 1 Sn8' 8 1118' t 1118' REINFORCEMENT-1857 FILLER-1784FRAME COVER-1808 � 1n� 6d8' DOOR SILL-1878 PVC DOOR PANEL-SM r—2 318'I I 1 in8' gg T� �+--49118° �+1 VY 3 1118° - I> y If 77�— PVC GLAZING BEAD-WU z W r i ❑ SIDELRE COVER-1818 � a� 5 4 8118' 1118• 215118• 1118' 111tr f 1811 6' DOORJAMB-1880 I rj 1118° ,�y4 49118' REINFORCEMENT-1881 REINFORCEMENT-1855 111 8• DRIP CAP-1817 'OB BASE SWEEP-1915 b !�`'' 7•i 8 �+-1 112' 1 12' �4' * Ne 88284 S k s S ❑ n• 212° 18118' .ty q STAT@ OR +ace 1118' 4 F all r� dot � `?ijo 215!18' 211318" 3!1 1118' l 1118' 111ir 1118' ORP COVER•1918 N444/�14t S83EUTEngtsl INSERT BACX-IsmLF-1 LUCAS a TURNER,P.E, 48. REINFORCEMENT 1850 REBVFORCEAAENT-1882 FL PE 11158201 1239 JABAr.FL 34208AVE, •• ••• • • • • • •• NOS}{POS F� g �— i ••i i i i i Bne'--�y PH.941. 1574 2 f/18' T. • i iLN MR • 1• • •• I • ••• •• • 11118' 1118' 1118° vim"--'�78' EXTRUMMS 118° IN13FJiT FRONT•1884DRAWN BY.�DATE: SIDEUTE-f900 • ••• • W • • ADE 09/09/11 i • i i INSERT.kACTIVE PIL.-184C r. ItEu: ASTRAGAL COVER 1� i• • •• i • • •• i i CW3-941 B NOTE:ALL EXTRUSIONS ARE 8063-TS ALUMINUM ••• • ••• • ••• • SHEET 1:2 9 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ww=wmnmO ANCHOR 0 MIDSPAN(IYP.) } 1900 SW 44TH AVE. W MAX.(TVP.) a`crvP.) ANCHOR @ MIDSPAN(TVP.) OCAU1.FLORIDA34474 d• W W W.CM CC JI.F � W MAX. f�'P•) 8"MAX(TYP.)� T(fYP.)'WOODIMETAL r MAX(�J� r 4"(TYP f+-Y(IYP.)•WODUNETAL sic 10150 PVC SEE NOTE 2 SEE NOTE a SWING DOOR IMPACT MAY. 0,QD.C.(TYP) INSTALLATIONs o x o ) o x x o ANS(TYP•) LLA L-H v I S18ELTTE Dow SIIX3.IITE SIDELITE DDDR DOOR SIDELITE U ANCHOR LAYOUT-TFLANOEI ANCM I"= n&M tawOD 0 ma � 'CIRGL�ANC}RR DATIONS REQ D ONLYlI YVdQD AND 1I�TAL D�TALLATIONS DD NDT WTALLTHESE ANTSIDRS DRO IM ♦�,`,w.`N DpREly •••w ?!'% r���t'��GEAtSF• ��9 N• sm1 11y �S # f � NOTES: 9hts Qy STATE OF { 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,SILL ANCHOR SPACING SAME AS HEAD, 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX ALLOWABLE SHIM STACK TO BE 1/4•.USE SHIMS WHERE SPACE GREATER THAN 1118"IS PRESENT.LOAD BEARING SHIMS h+n�)iun fit, SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. B/2D15 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD LUCAS A.TURNER,P.E. MUST BE PROTECTED TO PREVENT REACTION. FL PE 5 5801 1239 JABARA AYE. b.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTUREFitlNSY$LCATf.ON=NSd'%CnPNS ftE?A4CHORS SHALL NOT BE USED IN SUBSTRATES WITH Sp MOTHS LESS THAN THE NORTH PORT,R 34286 MINIMUM SPECIFIED IN TABLE 1,SHEET 11. • • •• • • • • • PH.941.380-1574 8,ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO•FO90 OON�EXMIA ORENI/1GS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS, INSTALLATIONS TO SOLID CONCRETE OR GFIOUT FILLED CMU MAY INCLUDE BUT DONOT RfMRE 19(WOOD BLOM lETl�I THE PRODUCT AND SUBSTRATE IF USED,INTO SUBSTRATE, ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACIN13 SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4•FOR MASONRY.24MW FOR HINGES(ALL SUBSTRATES),1-FOR WOOD AND METAL DRAWRIM—um. ADE D9/08/i 1 B WOOD OR MASONRY OPENINGS,BUCKS AND SUCK FASTENERS SHALL BE PROPERLY DESUNED BY TNIE A RCHI I SC I OR EN04ELOROR � a AND INSTALLED TO TRANSFER WPB LOADS TOTHE STRUCTURE, o r. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IM SAB LEI.W EB T 1'P•CONC•RWM A J"'.•ATES MAY NOT BE CRACKED. CW^5$41 TEFY B 9.SEALING FMA/AAMA 100(FIN WINDOWS),STRAMIES FOR OVERALL WATER WINDOWS),RFMAI pMA X W� �ANV (EXTERIOR DOORS) THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET i:8 i00F12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MIN.EDGE DIST. INTERIOR 114'MAX.SHIM SEE TABLE i MPI.EMBEDMENT WINDOW SY nm SEE TABLE 1 1800 SW 44TH AVE. CONTINOUS DBL 11h4"BEADS OF SEALANT SUBSTRATE BY OTHERS AROUND PERIMETER AT ALL INDICATED CWS cr�X74 SEE TABLE 1 MN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 BY PIST^LLEa Mlnt EDGE DST. SEE TABLE i Sml IED PvC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT SEE TABLE 1 IMPACT BY INSTALLER i/4'MAX SHIM INSIDE AND OUT INTERIOR �Igh COfdTINOLIS DBL i/4'BEADS OF SEALANT NBTALLATION ANCHOR HINGE ANCHCML --+ AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 SEE TABLE 1 � w POINTS BETWEEN FRAME AND SUBSTRATE j� BY INSTALLER. SHINGE MIN.EDGE DIST. EE TABLE 0 W PERIMETER SEALANT BY INSTALLER W PERIMETER SEALANT INSIDE AND OUT HINGE MIN.EMBEDMENT El BIDE AND OUT SEES TABLE 1 BYINSTALLER SUBSTRATE BY OTHERS SEE TABLE 1 B F RI2DM4 SECTION 1/ TYPICAL JAMB/HINGE ANCHORAGE MIN,EMBEDMENT SUBSTRATE BY OTHERS SEE TABLE 1IT41112"i I SEE TABLE 1 aNISM141% .� y►G 13 NS fi V'1Q�i,� A VERTICdtLSECTION SEE NO TABLE I ANCHORS DIST. Bill°(f1fP.) , Sam a 14 11 SroL tete 11 TYPIGAL8ILL lip STATE OF frw4- TABLE 1:APPROVED INSTALLATION FASTENERS + �O Rt h. ��• SUBBTTIA E 114. i '�•. RMWM(286 KSI MIN 114'EL00 UL7RACON 1-314" 21/2m+rlNmal►`��� Me ELCO UL 2I /-l^� 2XMIN.SOUTHERN PINE(0.0.66) i/r ELOD UL7RACON 1-8' 718' SEEOTE 15 2XMN.SOUTHERN PINE(C-0.69 112 WOOD SCREW I-w 7Ar LUCAS A.TURNER,P.E. 16 GAUGE(0.081')MIN. 112-14 HILT!KW K-FLEXOR INV FULL THREADFL PE#!38201 1239 JASARA AVE. STEEL STUD(93 KSI YIELD MN) TEKS SELF-0RILIAfO SCREW TH&O-w• • • 1� • • •1V0TE: NORTH PORT,FL$4288 lAr ALUM.W63-76 MIN.)OR 812 GRADE 8 SELF-TAPPING I FILL THREAU_' •• • • i i HINGi SPACINGS ARE: PH.841-x-1574 lAr STEEL(93 KSI MN.) DRILLING SCREW 0. ' 12 • • • 1 • e • •8-12" FROM ENDS SHEET HINGE ANCHORS INTO CONCRETE(2.15 WI MN.) 9118°ELCO ULIRACON _ 4" 2_ • 61-511 W MAX O.C.FOR UP T O 81"UNIT HEIGHT. HINGE ANCHOFG INTO HOLLOW OR -EULED • •�20" MAX O.C.FOR OVER 81'UNIT HEIGHT. INSTALLATION DETAILS CMU ASTM Cob) 9118"EM ULTRAC ON 1-1/4" 2-1/2" DOOR HNUE ANGHUNS FIM 2XMN SOUTHERN810 WOOD SCREW 41 11 DRAVWSY.� ff- PINE(0-0 L. 1f• • i".• • • ADE 09/18/11 HINGE ANCHORS INM 18 GAUGE 9LOW-)MIN, 0.18 WTI riW • • • STEEL STUD 21 KSI YIELD TEKS SELF-DRILLING SCREW • e 112• • s • t. REV HNC3E OAS 118°ALUM.(6089 IN)OR 810 C#fAOE 5 ppm • D• .• • • • •• : f HNGE LAYOUT OWS-641 8 1/8"STEEL KSI MIN DRILLING SCREW ••-hRu d126" ••• ir21� ••• • 1 :1 2 SHEET 11 OF 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE INTERIOR 1/4•MAX SHIM MN.EDGE DIST. IAN,EMBEDMENT WmmewmTEmm SEE TABLE 1,BHT 11 SEE TABLE 1,SHT 11 ISM SW 44TH AVE. CONTINOI�DBL 111C BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED WWW. FLORIDA 94474 SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE WWW.CWS.GC SEE TABLE 1,BHT I I MIN.EM DMENT BY INSTALLER. _ E DIST. SEE TABLE 1,BHT t i 00 SEE TABLE 1,SHT I I 870WI QW PVC INSTALLATION ANCHOR SWMNG DOOR PERIMETER SEALANT 114•MAX SHIM SEE TABLE 1,BHT 11 NPaCT BY INSTALLER INSIDE AND our u � INTERIOR � � CONTNOUS�1/4 BEADS OF SEALANT Y W AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR POINTS BETWEEN FRAME AND SUBSTRATE BEE TABLE 1,BHT 11 BY INSTALLER. to a_ _o 0) PERIMETER SEALANT BY INSTALLER a g ROIDEAND OUT PERIMETER SEALANT w ¢ BY INSTALLER 6U13BTRATE BY OTHERSgn�I o INSIDE AND OUT SEE TABLE 1,SHT 11 /—D'\HORIZONTAL SECTION a MIN.EMBEDMENT %,12/TYPICAL JAMB/HINGE ANM40RAGE G SEE TABLE 1,BHT 11 SEE TRATTE 13Y OTHERSAKE 1.SHT 11 m Q ��a� 4�D lop" i MIN.EDGE DIST. i"v"d;�: pNSt.`'Q��i SEE TABLE 1,SHT 11 r J* 3�{ C1 VERrIC/ALSECTION 12 S TYPICAL SRL AN040RAM * fi i2 9Os STATE OF F�vl s�IQ! r�r an 07- 41!1=015 LUCAS A.TURNER,P.E. FL PE @ 5=1 1239 JARARA AVE. •• ••• • w • • • •• NORTH PORT,FL 94288 s • • • • • • • • PH.841-NO-1574 •• ••• •• • • • w• DWALLATION DETAILS SIDELITE • ••• • ••• • • ADE Q8l08/11 •• • • • • • • • • CWS-841 B 12 12OP12 ••• • • • • ••• • • • •• •• • • • •• s• ••• • • • ••• • • Florida Building Code Online Pagel of 2 ,i — — — FlOridaQ2�Itrc tlta =a acme 1 Lea in 1 u..ee wraum Hot roves SLU. suramme Stm&rags r uwnttims {v r-ac&3vI was tm vac F l untz I search DuJir 1Q5 Product Approval Profes'Wal y, MR:ftb,Ic Usu Regulation Mred�m.A WDVW Menu a Pradod CW A=Ilrftn SUrCh>AU2tkZftn >Appftatr•n DeWU FL* R.11103-R2 Application Type Revision Code Version 2014 Application Status Approved Comments ArrChlved ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.ac Authorized Signature Koss Erin ekoss*cws.m Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44ttt Ave. •••• Ocala,FL 34474 • • • • •••• •••••• (352)368-6922 E1ct 291 • • • • ekoss@cws.cc •• • ••• • • •••••• •• •••••• • Quality Assurance Representative Say Lathrop •••••• • • • AddreWPhone/Emall 1900 SW 44th Ave. •••• •• • • • Ocala,FL 34474 • • • • • (352)368-6922 Ext 291 •••• • •• ••••• Iathmp4Pcws.cc •••••• • • ••••• • CategoryExterior Doors •••••• • • Subcategory Sliding Exterior door Assemblies • • • • •••••• • • • • • Compliance Method Evaluation Report from a Florida Registered Arctdi ct or;dkRerW* • • Florida Professional Engineer •e ® 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.thich,PE Qr Validation ChedcAst-Harde opy Received Certificate of Independence FL11103 R2 COI EvalReo CWS-2988(Sr D-8900.IMPI.ndf Referenced Standard and Year(of Standard) fflanda9r.>d Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app oll.aspx?param=wGEVXQwtDgmGsIp3GvutO... 6/24/2415 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Surnmery of Products F1# NW44 Number or Name Description 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. LIMRS of use Installation Instructions Approved for use In HVHZ:Yes FL11103 R2 II CWS-2988 fSGD-8900.IMP�.ndf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 impact Resistants Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,DP o+/-60 psf,Max.panel size 4'x ELI 1103 R7 AE DuPont SGP MOA 11-0624 02.odf 8'.Conflg.Include OXXO,OXO,OX,XO.Glass compiles to FL11103 R2 AE EvelReo CWS-2988(SGD-8900.IMP).ndf ASTM E1300-04. FL11103 R2 AE Ouanex(Mikronl NOA 12-1017 02.odP Created by Independent Third Party:Yes east Cerdaet us::1 wM Monroe Stem.TallahufiffiFL 32399 Prone;950.497-1824 The Stela of Florida is an AAME0 employer.Cenvrtnht 2007-2013 State of Ronde.:: Under Pwlda law,email addresses are Wbk records.if veli do not want gwr e-mdl address released In nmon a to areq o • Wodrsnk mal to thb entity.Insbpad,gan%t lire olHee by phone or by tradtdonat mel.If you lave any qumtlaos,Wase o'�fTad x511.487.139 to • 5atlion 455 275(1),Ronda 5tabrtes, Counter 1,2012,UCo=m kwmed urligr Chaptar 455,F.S.must provide war an emal 9 • they have orre.The tmals provided may be used for oRkial a mmu icatlon with the Ikensee.Hamm emal add=M2M are W retard.V you do not to •••••• supply a personal addrsso,lme provide the pepartrant with an eing address whkh can he made avallable to the pubo--JT% An H Yau ars a Ncraee under • • Chapter 455,F.S.,please dkkhm, •••••• Produce APp►oval • • • • • NE •••••• • • ••••• Elam • •••••• • • • • • • •••••• • • • http://www.floridabuilding.org/pr/pr app dtl.aspx?paraTn=wGEVXQWtDgttaGslp3GvutO... 6/24/2015 w 1239 Jabara Ave. URNER North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 298B April 18,2015 Product Description: Series 8900 PVC Sliding Glass Door,LM Impact,4'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-298B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3506-1 and-IA,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 •••• 4) Supplemental Calcs.to support CWS-298B,signed and sealed by Luca,A��'pnner,RE! •• 9000:0 .00 .0. . Installation: Units must be installed according to approval document CWS-29 . .. 0 0 0 0 8 . • . .. 0000.. 0000.. Limitations of Use: This product: 00 . ... . .. 00000 • May be used in up to 48 7/8"x 93 1/2"panel sizes(96"max.door heiZtr,with Blas; • • types and max.glass daylight sizes as shown in CWS-298B • 0000 0000 0000.. • Achieves design pressures of+/-60 psf :00:0: . •' • Is Large Missile Impact Resistant and does not require the use of shuffets0000.0 :0...: May be used in the High Velocity Hurricane Zone .0000 • Requires Dupont SentryGlas(SGP)Interlayer per Miami-Dade NOA#11-0624.02t•0 •: . • • Requires Quanex(Mikron)white rigid PVC extrusions per NOA#12-1017.02t t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 51h Ed.(2014)Florida Building Code for use in this product. C--' 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. �,���#�+ulrtr�• Ap No 58201 = e * = 4/18/2015 -o lir: Lucas A. Turner,P.E. C:•r BTATt? OF FL PE#58201 , Lucas A. Tumor fell2015-04-20 12:28-04:00 SLIDING GLASS DOOR - IMPACT 1.THE PACT SHOWN HEREIN K DESIGNED AND MANUFACTURED TO � COMPLY WITH THE FLORIDA BIJILD94G CODE(FSC),CURRENT EDITION AND 1NII+dDN Y IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SIN 44TH AVE. 191+A, HURRICANE ZONE K*M AREAS AS DEFINED IN ASTM E 1996 PER THE FSC. wWw.0PL RI 3W4 MAX AUC UNITW IDTH 2.GLAZING DETAIL-(SEE SHEET 2) PANEL WIDTH A 3.APPROVED CONFIGURATIONS:*0)0(0',-OXO•.-XOr,-O)• 89W PVC T 4.DESIGN PRESSURES: SLIDING GLASS 41314•ASS -NEGATLVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT _ DLO _ - 1 TABLES ASTM E-1399.64.MAX4MSMVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER �Qi 0 INFILTRATION TEST PRESSURE,AND GLASS TABLES ASM E-1390-D4.C X X [AAJ 6.ANCHORAGE:THE 33 I/N STRESS INCREASE HAS NOT BEEN USED IN THEMA K B GGII.A93 iff 85�SS B DMIGN OF THE PRODUCT.SEE SHEET 8 FOR INSTALLATION DETAIL PAS pLp WIND LOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. z7.ALL FRAM ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLYA WELD. 8 B.SERIES 1 MODEL DESIGNATM:SG04M. 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: MA; 13/t8' MAX UIQ WIDTH X-OPERABLE SASH,O-FD=SASH. MAX UNIT WIDTH 48 71W � 0.SECTION CALLOM APPLY TO ALL CONRIXURATIONS. PANEL WIDTH PANELWIDTH m Q O 1 EXTERNAL WEEP SLOT-114 x 11 LOCATED 4•FROM BOTH ENDS. pp__ z 41 314'�j 4 ,��s�t, LASS DLORE�1 A° - -- °t° r'�r.�,GENS&•.;�,�g A IT t � 111. 58201 LIN NG II FR - -- Lucas AH I EIGHT Tumor fib{ w i BG 12 O X O 93+re 2015-0420 's ®TATE OF MA7t PANEHKEIGT oL Ic;rEitLr E O X E 12.30-04.00 7sF�:�i C C' DLO 4 J015 LUCAS A TURNER,P.E. FL PE#S#201 1236 JABARA AVE. •• ••• • • • • NORTH PORT,FL 34288 • • PH.841-300-1574 • •• • • • • ••• • gHEET _ GENERAL NOTES AND TABLE OF CONTENTS MAX.PANEL DESIGN PRESSURE ELEVATIONS NFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING DRAWN Br raGue�s1 �g&ELEYATIONS�.m.,.-1 oA>�: SECTION VIEWS OXO&©L4ZIM DI TAR-2 XO 96"*9 . . . . : . . +/-60 PSF LARGE MISSILE IMPACT ADE D6J03lOS EXTMXIONS& OXO 146-1 f1$" 6'b 4-7/8ex 92-1/2'* +0-60 PSF LARGE MISSILE IMPACT OWS-298 - B AN MR SCHEDULE& ."-_"-.�s OXXO 191-1t�`x 66" ••• • ••• • +/-60 PSF LARGE MISSILE IMPACT SHEET IMSTALJ AT[C1T1 DETAILS-.--.-." —B IM.33 1 OF 6 • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VVINWWM*Mu 1 7 , 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CW&.CC sow PVC SLIDING GLASS e DOOR-IMPACT Ul �Nyy i30 W m 1 , 8 2 8 1 to SECTION B-B a c OJ 1 V OVERALL 1 3/19°TEMPERED UU lil �r 3V AIRSPACE W S 7118°LAMINATED GLASS 0 4 3+18°ANNEALW OLASS m "_ I jIL�� I 090 SENTRY GLASS IC NOPLAST INTERLAYER 3118°ANNEALEDGLASS ,J��r.P GEN�q'ryV yiG 1 PAIR OF ANCHORS AT EACH CLIP. A Lo 1 SEE SHT 8 FOR SPACING V.: r U. 88201 3 3 Q� STATE OF �yQrC SKAFLEX 552 131,8°GLASSBITE `z 4MM15 r Tnl SECTION C.0 LUCAS A.TURNER,P.E. J 4 FL PE t 8=1 FDIE•D PANEL ATTACHMENT 1239 JABARA AVE I %4 ,l I •• ••• • • • • • •• NORTH PORT,FL 34205 1 NOTE; • i •• i i i i i 4 PH.841-3804574 — I INSTALLATION WITH NO BILL N Y ••• • 1 WATER INFILTRATION RESW . i : ••• SECTION VIEWS-OXXO h 1 1 AND QLAZNQ DETAIL 1 • ••• • ••• • • ADE 08103148 •• • • • • • • • • 1 t.x1 CWS-288 B ••• • ••• • •f• • UGALE SHEET 12.83 2 OF S • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • mmaw 1900 SW 44TH AVE. OGAI A,FLORIDA 34474 W W W.CWS.CC � 18 8900 PVC SLIDING GLASS DOOR-IMPACT 8 V+ N o O d N 1 2 9 1 8 t SECTION D-D a n Op 0 a Q n■m■u � _OREIy�+g 18 t 7 ts'1�. -rt N• 58201 y i STATE OF rC , 413!2015 LUCAS A.TURNER,P.E. FL PE*88201 1239 JABARA AVE 1 1 ••• ••i i • i •••1 2 NORTH PORT,FL 34289 • • •• • • • • • PH.941-380-1574 •• •"(:4F•sE i i•i s• SHEET DEMMM: •• ••• •• • • • s• SECTION VIEWS-O)(O AND XOJOX • ••• • ••• • • NOTES- ADE 06/03/08 • • • • • • • • • 1.ITMS NOT SHOWN FOR CLARITY:10,WM ••• i • •• •• • •• i i 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. O,S-296 - B •s• • ••• • ••• • SHEET 1:2.63 3 OF 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l ,RAMEFPARTS UST 515n8° FRAME CONSTRI ICTION ITIMA ART NO FRAME, MAK VENDOR MATERIALMATERIAL1 H5Q42 F , MOCRON1�' 2 35040 THRE R, SGD MBOKN PVC t 3 S-1722 SUPPOFITB FOMR,SW ALUM 1900 SW 44TH AVE. 4 H3058 PANEL BOTTOM MDtflON 17� ice, 211n6- OCAIA.FLORIDA 34474 b H-6068 PANEL 519E RAIL,SOD pV g6E= _I�0 lff WWW.CWS.CC 6 H-6033 PANEL,NCE FDED M60�N PVC LLJJ 7 H-8060 PANEL.KFEOPERABLE MOKRON PVC PVC OUTER FRAME-8042 REINF.-1983 8 H-6061 WERLOC K, M PVC ow PVC 9 14-SM 14-SMSLIDING GLASS 10 P3142 ROLLER,TANDEM SULLIVAN --ET—EEL 1 7� FRAME CORNERS f t SIM SEALS 5604 SCI*E5 ,7/s'--� ,7l� SCREWED TOGETHER DOOR-IMPACT 12 P SET.BLOC85OUR Its 7 X2 TiM LOWS 1:10 13 -F4W sKXFLEx 552 ORP LAZE-H' SKNHENKEL 6 VENT CONSTRUCTION 14 P340 WS7P,0.270 X.187,BACK FNSEAL ULTRAFAB 7 $ 1 3n 58 X 914'OUAD PHILIPS,TEK FABTENAL 2Y4C 6 18 P•3567 CA x 2 HESlir H,7E TENAL ?TIC 38/16' 38/16° 38H6 P-3752 P PLUG,112"HOLE M& 1fi„ 18 P-3787 510 XI-HEX WASHER HEAD,7EW--- ZINC rl I 19 P-3769 LOOK& K-[-TTP—V0-,ND A S 1113 1l� k",20 P•3792 914'KEEPER AME 21 P-3783 Mp D so La L 22 67177 410 x 2 HEAD PH F SIE PVC PNL INTERLOCK-SM PVC PNL LOCKSTILE-SM PVC PNL INTERLOCK-8033 23 5.1775 RENFORCEMEM;ALUM.,PANEL KEYMARK ALUM VENTS FULLY WELD® 24 H-1 ,ALUM..PANEL ALUM 1:10 28 P-4295 IFDED PANEL CUP KE ALUM 25 8.1597 COVER PANEL CLIP ALUM 1/2' tine° 27 S-1900 PANEL TRACK NNM,600,SILL KEYM ALIRN 2' I+-2 tn6• O 28 SA726 ME ,AS7RAGIAAL KEYMARK ALUM I 29 S-1737 HUMISE S UMNUM KEYMARK ALUM 0 1 6/�—H m Z 30 S-i�67 G 1.00',Sao PVC I slows 'A 1 TRACK,SCREEN SGO MORON PVC ttx4q 'A 32 5-6M 8LD PORT WEIR,S MUMN 2 t31t6° 04 p(Si}RE� IIT 33 B EE SHEET 93✓18° in6 31116' 2EdB 118118' 1�' tn8' �,O'�4%ts- w� - Ij 34 H-OW 3 EN CHANNEL 70—MN Ve' tn8' IIY� � No 58201 35 58046 EEN ADAPTOR 36 4278 BTP.,0.2°X 1.25°CIJST U AB p 97 5-1754 THRESHOLD ER KEYMARK ALUM S t STATE OF rW E 38 P � WS O X 7.i'0.187"BACKPLUG FIN MTRAFAD PVC INTERLOCK SNAP 8081 FIXED PNL CLIP-4266 FIXED PNL COVER-1587 REgdF.-1775 HIG�HRISE-1737 40 6.4479 EP HOLE SU[IIVAN PVC 2116- 314' 3318'---+-I 1PZ��Lf 1 1316° — 1ne' L� i ala 4/3/2015 s+m ina ROLLER TRACK-1930 1n6- ——— LUCAS A.TURNER,P.E. 8 —IT— FL PE 8 53201 SILL THRESH COVER-1764 1239 JABARA AVE. PVC SCREEN ADAPTOR-8046•• a s• • • • • • •• NORTH PORT,FL 34288 • • • • • • e • • PVC WELD SUPPORT-6048 7!0' •• • 83ri6' • i i•e e• 21116° PH.641-360-lb74 51ne- 43iEr • • • • • • • • 1$' 7nG 5f8' .• • • Ila3 17 i;i 5184 BOM AND EXTRUSIONS 1ne' 1 i78° p 118" • • • • • • 1ne' s • 1ne- tn6° PVC SCREEN CHANNEL-�4$ Og C TRAJ*FRLER.I M �M SUPPORT 1722 ADE OB/ OM • •• PVC SCREEN TRACK-8041 • • s • • • • • OW�� B NOTE:ALL EXIRI�lfN11S ARE ALUMIKA�b W&`oT6 UNUM OTHMMISE SPECIFIED. PVC GLAZING BEAD-MW PVC ASTRAGAL-6043 REINF.-1726 SHEET 1:2 4OF8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• �.1I (—Ir O.Q I a"p)ayp) I vw e�rsr I 1800 SW 44TH AVE OCALA.FLORIDA 34474 W W W.OWS.CG r MAX. r ( Ir MAX O.C. Im P•C � SUDING GLASS DOOR-IMPACT r � �o r += o � 0 r maZ Nil/tugJlJ 8W me smi ANOH�i LAYOUT F�rLE 1.INSTALL.TWO ANCHORS AT EACH LOCATION.SILL ANCHOR SPACING SAME AS HEAD. STATE OF 2.SHIM AS REW AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4'. LISE SHIMS WHERE SPACE GREATER THAN 1/f S"IS PRE13EIQT. IM LOAD BEARING SHS SHALL ��i�jO�Ak �a BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. J lnw�f�1� 3.ANCHOR TYPE,S12E,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABU 1,SHEET S. x'"y 4AI 2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST Be PROTECTED TO PREVENT REACTION. LUCAS A.TURNEP,P.E. FL PEs#5=1 b.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S WTAlIV%INSrTRUC♦TION A%D AMjF1OLM SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1=9 JABARA AVE, SPECIFIED IN TABLE 1,SHEET S. ♦ • • • • • • • • NORTH PORT,FL 34280 PH.941 .1574 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL SE BEYOND WALL DRESSING OR STUCCO•wFOR OW;CR •)rte 0"6*,ERAREDMFM SHALL BE BEYOND WOCD BUCKS,W LASTED,INTO SUBSTRATE INSTALLATIONS TO SOLID CONCRETE OR GROUT+IDLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUGS BETWEBN THE RROBUCT ARID IE SUBSTRATE, INSTALLATIONS TO HOLLOW CMN RE(URE THE LIB OF 1 X BUMS ANCHOR SCHEDULE AND BETWEEN TPRODUCT AND SUBSTRATE. •• ••• •• • • • o• 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MABJTAINED BETWEEN ALL FASTENERS:r FOR MASONRY,P FOR WOOD AND METAL NOTES tE S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERIJV DEOMM BY THE AFMWICT OR EMNEEN OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. AIDE Ofiwoo SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SFIOVVIN Ift T118LE:,SHEET:. CIONCREVE AND MASCISM t:LSSTRATES MAY NOT BE CRACKED. t . 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INST. 8�Y D� THE CURRENT V133810N OF THE FENCE DOCUNNIENN I8: C1NS 2718 8 FGINAAMA 100(FIN WINDOWS},FMA)AAMA 2011"GE WINDOWS),FMAfWDMA 1 DOORe) SHEET 1:20 SOF S • • • • • • • • • • TYPICAL HEAD ANCHORAGE 27MBr MML MIN MOE DST. 114r MAX.SHIM MMT /y SEE TABLE 1 INTERIOR MW.EMBEDMENT 1OWSW 44TH AVE SEE TABLE 1 OCALA.FLORD]A 34474 W W W.CWS.CC SUBSTRATE BY OTHERS MIN.EMBEDMENT SEE TABLE t SEE TABLE i PVC su�nl�ou�ss PERIMETER SEALANT a 114'MAX SHIM 27/18"MIN DOOR-IMPACT BY INSTALLER INSIDE AND OUT 4i N ONTERLSR INSTALLATION ANCHOR SEE TABLE 1 �71E DIST. SEALANT� R�E E 1 m FRAME BY INSTALLER Z PE 11METER SEALANT BY lW T'ALLER �A PERIMETER SEALANT INSIDE AND OUT SUBSTRATE BY OTHERS IN INSTALLER SEE TABLE 1 INS 138 AND OUT WEEP HSS B HORIZONTAL SECTION MIN EMBEDMENT 6 TYPICAL JAMB ANCHORAGE SEE TABLE t o SUBSTRATE SY OTHERS SEE TABLE 1 INSTALLATION ANCHOR m ¢ o SEE TABLE 1 X TWO SEALANT UNDER SCREW 2 7M8- MIN.EDGE CST. UPANCHORSPER HR FDODCUP THROUGH OREW HEAD BY INSTALLER SEE TABLE1 PRE-DRILLED HOLES 'G���q'���•di �A�VERTICALSECTION 114"MAX SHIM �s1ay 8 TYPICAL SILL ANCHORAGEB FO(ED PANEL '. 1y MIN.EMBEDMENT 1* SEE TABLE 1 j.•. 01 Sit. STATE DP IN4,: TABLE 1:APPROVED INSTALLATHM F 01EDF 'PANEL s?y�t:+at on 10 UB9IRA7E EDIST. 12° EON DIST. � ��i.»..,�yQ�P� (2.0 KSI MIN.) Vier ITW TAPCON 1" 1" BEETABLE t ./one HCLLWV oR GROUT-FL.LED CMU(117 PCF MIN.) 3MW RW TAPOON 1' 3' 17 7/B" 4/x312-018 HOLLOW OR GROUT-FLIED CMU(ASTM O-W) 3MW ELCO ULIRACDN 1-V4' 2-112' ZIA 2X MRN.SOUTHERN PINE(G=0.55) 3MW ITW TRPCON 1-w 1. i COO WC FL PE R 58 1 S A.TURNER,P.E 2X MPI.SOUTHERN PINE(00.55) 810 WOOD SCREWL 1239 JABARA 1 • • •• NORTH PORT,FL AVE. 18 GAUGE(0 060•)MW,STEEL STUD 810-18 HLTI KWIX FlFX RW THREE• • • • • Fi�D PANEL CLIP34288 (33 KSI YIELD MIN) TEKS SELF-DRB AIG SCREW VIRL1 0.91 •• J/18i • Clop ANCHORS MUST PH.541-3MIS74 •• BE LOCATED A MINNUM T/8°ALUM.P033-15 MIN.)OR 810 GRADE B SELF TAPPM! j T1�i�RD • • • • DISTMOE OF 3'AWAY 118°STEEL(33 KSI MRL) DRILLING SSW -��I js� •• 7AW • FNM ANY MAIN FRAME GENERAL NOTES AND FRED PANEL CUP ANCHORS NO: ANOOR. ELEVATIONS CONCRETE(2.0 KSI MLN.)OR 3M8"I1W TAPCON 1° S' 16TALLATION LTE: HOLLOW OR GR(=+lLLED CMU 1117 PCF MIN.) 1 10 1 4NCHCf MP) f C`�_HORIZONTAL SECTION ADE 08103/06 PANEL GJP A • • • i • i FD(ED PANEL CLIP DETAIL �8 f�PANEL ANCHORAGE • CONCRETE P2.85 KSI MIN)OR 3118"ELCO UL7RACON • 3t1/�ge 6.12° GWS-288 B HOLLOW OR GROUT-FIIIED Cau1U • e• • • • • NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ABHOR TYPE.MIN.EMBEDMENT AND•MIN.EDGE DISTANCE LISTED IN TABLE 1. 1X67 SHEET 8OFS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •