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WS-15-2275 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-249335 Permit Number: WS-9-15-2275 Scheduled Inspection Date: January 19,2016 Permit Type: Windows✓Shutkers Inspector: Rodriguez,Jorge Inspection Type: Final Owner: GARROCHO,MIGUEL Work Classification: Window/Door Replacement Job Address:130 NE 97 Street Miami Shores, FL Phone Number (786)371-4974 Parcel Number 1132060132530 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 7 WINDOWS W/IMPACT SIZE FOR SIZE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments j' CREATED AS REINSPECTION FOR INSP-242995. NO ONE HOME LEFT Passed �� -' DOOR ADVISOR ON HANGER ev Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 15,2016 For Inspections please call: (305)762-4949 Page 7 of 20 SPECIALTY ENGINEERING CONSULTANTS,Inc. DADE - BROWARD - PALM BEACH December 4,2015 Mr.Tom Burnett Florida Home Improvements 4070 SW 30 Ave Hollywood,FL Re: GARROCHO RESIDENCE, 130 NE 99TH STREET,MIAMI SHORES,FL EXISTING CONCRETE BUCK REPAIR Dear Mr. Burnett: Pursuant to your request we have analyzed the installation of the new windows into the existing precast concrete window openings. The existing pre cast openings have a concrete "buck" or lip where the original window flanges were installed. Due to the fact that the new impact windows have a larger flange width than the original windows, there exists a gap of up to 1" between the edge of the concrete buck and the edge of the window flange. We recommend filling the void with a 2x pressure treated wood filler, ripped down to 1"thickness, fastened to the existing precast concrete buck with 1/4"o x 2 '/4"tapcons @ 6" on center(Figure 1). Window anchors must be fastened to the existing concrete buck and meet all the approved NOA requirements including fastener size, edge distance,and embedment. We find that these connections are capable of supporting the design loads and are in accordance with the 2014 Florida Building Code. We hope that you find this information helpful and should you have any questions please feel free to call on us. ®�®q®IYi019p®®g`J 10 I S S as Respee �su�b�iJ e�cF' Spedia negnJg Cxaquiiants, Garjy�VlcDougI o^e:f� Spencer Ledgard,EI Vice PresideEnWoderin Project Engineer State of'Io�g ida: ,'®e�a� Registered �idfd§gi i$al Engineer: #56214 Certificate of Authorization: #009217 1599 SW 30t`Avenue,Suite 20 - Boynton Beach,FL 33426 - Office: 561-752-5440 - Fax:561-752-5542 Page 1 of 2 GARROCHO RESIDENCE, 130 NE 99TH STREET,MIAMI SHORES,FL NEW IMPACT WINDOW EXISTING PRECAST CONCRETE 2x P.T. FILLER FASTENED TO BUCK PRECAST CONCRETE W/ "'0 x 4 2 4' TAPCONS @ 6" O.C. (2" MIN. FILLER WIDTH AND 1 MAX THICKNESS) 4 2* MIN EXISTING 8" MASONRY FIGURE 1. olss�� rn 3SN Page 2 of 2 P it o. WS4 5-2275 Miami Shores Village el7nl Type,Win owslSh tters, 10050 N.E.2nd Avenue NE c si ca#ior.Window/Door Reply tl� Miami Shores,FL 33138-0000 Pennit'Status:APPRC}VED Phone: (305)795-2204 R' Expiration: 5/011201 due��,111312t11 p� Project Address Parcel Number Applicant 130 NE 97 Street 1132060132530 MIGUEL GARROCHO Miami Shores, FL Block: Lot: Owner Information Address Phone Celt MIGUEL GARROCHO 130 NE 97 Street (786)371-4974 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 12,730.00 Valuation: FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 0 Type of Work:REPLACE 7 WINDOWS W/IMPACT SIZE FO Available Inspections: No of Openings:7 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.80 Invoice# WS-9-15-57003 DBPR Fee $2.55 11/03/2015 Credit Card $ 154.90 $50.00 DCA Fee $2.55 Education Surcharge $2.60 09/08/2015 Credit Card $50.00 $0.00 Permit Fee $170.00 Scanning Fee $9.00 Technology Fee $10.40 Total: $204.90 In consideration of the issuance to me of this permit, I agree to erform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, tatements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done b either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOW ,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing inform do i accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above- a actor t or stated. November 03,2015 Authorized Signature:Owner / Applicant / Contractor / Agent ate Building Department Copy November 03,2015 1 is +�1 Miami Shores Village U BuildingDepartment SEP ®s zo1 p BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 5 ��®��t! FBC 201�-I BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDINGROOFING JOB ADDRESS: ✓0 N o 4-tg-0 / 's City: Miami Shores County: Miami Dade Zip: SM 39 Folio/Parcel#: 0 0.3Zd(P• Ota•2530 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):-41 1&.0U11V Phone Address: 1,50 N•E• V -51-- City: 111 AI'll 2*4M1=5 State: FL Zip: 3,313b Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: F101i'im HcME 11VQcVai"T- Phone#: C154-'1gZy415 Address: 4010 6-W �30 AJF- City: }I pV,.y U700D State: 'EL- ,33312 Zip: Qualifier Name: I` $t7eme�ff_ Phone#: State Certification or Registration#: CSL C)CP 1590 Certificate of Competency#: Contact Phone#: ct54'1q N4 Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 1211,30 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New JYRepair/Replace ❑Demolition Description of Work: er-PLACE -1 til mDo%Q5 V01 I'IPACX 517E FOe SIZE' Color thru tile: Q • Submittal Fee$_ 5b Permit Fee$ - CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ _ TOTAL FEE NOW DUE$�_� Bondinggvompany's Name(if applicable) Banding Company's Address City State Zip Mortgage Lender's Name(if applicable Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject t atta hment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection hi o urs seven (7) days after the building permi is issued. In the absence of such posted notice, the inspection will no e a o a a reinspection fee will be charged. Signature Signatur wner or Agent Contractor The foregoing instrument was acknowledged before me this Z The foregoing instrument was acknowledged before me this Z day of 20 1T,b ri t(lueL 00 ee00-0 day of Btu,20 lam,by WAN N� i BCNi'ut'it who is personally known to a or who has produced who is personally known to me r who has produced As' entification and who did take an oath. as identi ation and who did take an oath. NOTARY PUB Q NOTARY PUB I Sign: ®�®�®0�010896��®°®/D� Sign: ®® ®1t11119BIJ89&00®®°°°O�s Print: 5�\2oliA�9F Print:_ ®c�� 5n. 017p�9Fp els% My Commission Expires: My Commission Expires: ® •�a •� %,�i cSo ZP ��0 :g ®•0330` �:ii AFF r�zo v skkskkkkkkkk k kkkkkkkkkkakkkkakksk �SiYab� skkkkskkkskIaskskskkkakkkkkkkkkkkkk kakIaakkakkkakakkjk i � B®° 'PUBLIC ®®�® s°0°n+AAasP B 4a\® APPROVED BY 1 Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Property Search Application- Miami-Dade County Page 1 of 1 -OFFICE OF TPROPERTY APPRAISER Summary Report Generated On:8/25/2015 Property Information k 1. Folio: 11-3206-013-2530 , Property Address: 130 NE 97 ST Owner MIGUEL GARROCHO l . Mailing Address 130 NE 97 ST MIAMI SHORES,FL 33138 {' �1 Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT I Beds/Baths/Half 2/1/1Floors 1Living Units 1 -t'� il, Actual Area 1,930 Sq.Ft ' Living Area 1,332 Sq.Ft Adjusted Area 1,667 Sq.Ft Lot Size 10,925 Sq.Ft Taxable Value Information Year Built 1948 2015 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Taxable Value $279,2721 $277,124 $156,852 Land Value $207,837 $207,837 $142,440 School Board Building Value $119,891 $117,732 $101,720 XF Value $1,544 $1,555 $1,568 Exemption Value $25,000 8•$20.00 $25,000 Taxable Value �3042W_ 302124 $,x'1 1 ,852 Market Value $329,272 $327,124��$205,728 City • ••i• Assessed Value $329,272 $327,124 6,852 Exemption Value OrXiiaml $51,000 :.$8®000 Benefits Information Taxable Value 11IM7 -WJ J1 4 .x$•156,852 Benefit Type 2015 2014 2013 Regional ...... •• •. fee" Save Our Homes Assessment Exemption Value va,0 tt0 ��0,500 $0,000 Cap Reduction $38,876 Taxable Value I !7927 •$277,J24 .$454*52 Homestead Exemption $25,000 $25,000 $25,000 • • Sales Information •.. : •• :0: • ' Second Homestead Exemption $25,0001 $25,0001 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sale Previous Price Page OR Book- Qualification Description School Board,City,Regional). 05/14/2013 $379,777 28633-2757 Qual by exam of deed Short Legal Description 09/01/2000 $175,000119293-0481 2008 and prior year sales;Qual by MIAMI SHORES SEC 1 AMD PB 10-70 exam of deed LOT 8&LOT 9 LESS W5FT 05/01/2000 $155,000 19113-3150 2008 and prior year sales;Qua[by BLK 19 exam of deed LOT SIZE IRREGULAR 2008 and prior year sales;Qual by OR 19293-048109 2000 1 03/01/1996 $118,000 17140-2793 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 hftp://www.miamidade.govinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 8/25/2015 cli Miami shores Village S Building Department logo pal 111111" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 - Tel: (305) 795.2204 LORIDA Fax: (305) 756.8972 September 10, 2016 Permit No: 15-2275 Buildina 1. 706.4 Replacement of windows and doors.The repli f r erior doors,skylight,operative and inoperative windows shall be designed and constructed Chapt 16 of the Florida Building Code, Building. Exception: Opening protection exception for High-Velocity Hurricane Zones.For one-and two-family dwellings constructed under codes prior to September 1, 1994,the replacement of exterior doors with glazing,sliding glass doors,glass patio doors,skylights,and operable and inoperable windows within any 12-month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Based on the information provided on the plans it appears that you are replacing more than 25%of the glazed area, please reflect compliance with the above requirements. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. SBS Miamishores V11age Building Department AOR 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: 1 - 2 2 j DATE: contractor (NAME) a Owner o Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand'fhat thelans need d to be brought back to Miami Shores Village Building D e t to continue permitting process. Acknowledged by: (Signature) PERMIT CLERK INITIAL: r RESUBMITTED DATE: PERMIT CLERK IN TI `` 133 NE 97th St- Google Maps Page 1 of 1 GoC"Ile Maps133 NE 97th St J #s 8 Image capture:May 2015 ©2015 Google Miami Shores,Florida Street View-May 2015 A, f5 https://www.google.com/maps/Place/I 30+NE+97th+St,+Miami+Shores,+FL/@25.864375... 9/23/2015 Parcel Owner Report Parcel Number: 1132060132530 130 97 Street Miami Shores FL Tax ID: 1132060132530 Owner Information MIGUEL GARROCHO Current Owner: Yes Phone: (786)371-4974 DELFINA SIERRA Current Owner: No Phone: Related Permits Permit Number Application Date Expiration Date Status Imported Permit BP2002-2210 12/23/2002 01/01/2999 CLOSED Imported Permit BP2002-833 04/29/2002 01/01/2999 CLOSED Paint PT-12-06-2981 12/12/2006 01/01/2999 CLOSED Plumbing-Residential PL-10-13-2264 10/07/2013 01/01/2999 CLOSED Windows/Shutters WS-10-08-1781 10/03/2008 01/01/2999 CLOSED Windows/Shutters WS-9-15-2275 09/08/2015 03/20/2016 APPLIED � - j Wednesday,September 23,2015 Page 1 of 1 1. 75"x 52"+54.7psf-59.4p5f 11.40°X 39"+54.7psf-59.4psf Mean Roof Height 15 2. 113"x 52"+54.7psf-59.4p5f 12.75"X 52"+54.7psf-59.4psf 3.47"X 35"+54.7psf-59.4p5f 13.75"X 52"+54.7psf-59.4psf 4. 32"X 82"+54.7psf-59Apsf 14.75"X 52"+54.7psf-59.4psf 8 5.20"X 39"+54.7psf-59.4p5f 6.38"X 39"+54.7psf-59.4p5f 7. 38"X 52"+54.7psf-59.4p5f � Back Door-Not Part of This 8. 170"X 60"+54.7psf-73.3p5f �_ F,. Permit 9.39"X 60"+54.7psf-73.3p5f 10. 39"X 60"+54.7psf-59.4p5f 12 11 10 7 G s G • •• _ Delfina Sierra 6 sees.. . . sees.. sees .13 . • •••••• 130 NE 97 Street sees.. sees sees :: • Miami Shores, Florida 5 sees. sees.. = sees. sees sees . . sees sees sees.. ss,s,e Gees .,1.¢.. 4 *see . .. . G sees.. . . sees.. 3 1 2 Front Door-Not Part of This Note:All Openings to be covered with 22 ga. Galvanized Permit Steel Panels under NOA No. 07-0817.03 1. 75" x 52" +54.7psf- 59.4psf 2. 113" x 52" +54.7psf- 59.4psf 3. 47" X 35" +54.7psf- 59.4psf 4. 32" X 82" +54.7psf- 59.4psf 5. 20" X 39" +54.7psf- 59.4psf 6. 38" X 39" +54.7psf- 59.4psf 7. 38" X 52" +54.7psf- 59.4psf 8. 170" X 60" +54.7psf- 73.3p5f 9. 39" X 60" +54.7psf- 73.3psf 10. 39" X 60" +54.7psf- 59.4psf *013 • •000 .... 11. 40" X 39" +54.7psf- 59.4psf 12. 75" X 52" +54.7psf- 59.4psf 13. 75" X 52" +54.7psf- 59.4psf 14. 75" X 52" +54.7psf- 59.4psf 9 Mean Roof Height: 15' 8 Back Door- Not Part of This -- Permit Delfina Sierra 130 NE 97 Street Miami Shores, Florida 1 Note: All Openings to be covered with 22 ga. Galvanized Steel Panels under NOA No. 07- 0817.03 2 Front Door- Not Part of This Permit ' 1 f All the windows are impact resistant Code version 2014 The comment does nota apply Y 71 APRPOVED 7- 5 ZOafl�9 i0 a 3pedally Engineerirtg Consuftants,Ina �s a 5 1599 SW 30 Avenue,Suite#20 i�µntaEEp'rc Dade Wfn Boynton Beach,FL 334328 4^> Risk Cad 1 16S Low tisk to htunma f sheds n n Fl-CA#009217 �- 5 i Risk CaL 2 175 170 170 1Sin a Famil 'sal b�A. Risk Cal 3&4 IflG - 'yes P:=9 h'(�p-�p j� Inlaluctlorre ettd pmketlorta of Use 1 Charts Provide wind pressures based on the mean root bel ht And shall not exceed 60'-0'. .,1 I t 2 Design pressures are for an enclosed bub shu0ere or other Impactresistance protection --- ---- V(mph) 173 1620 FIC for HVHZ,or Fig 26.5.1 e 3 User shall determine the mean tool h ht, F_eve height+Roof Peak)a Risk Cotegoty it Table 1.5-1,page 2 4 End zone distance Is the lessor of 10%of Ie tit 10%of width,or 40%of the mean roof height and not less than T-W IrTpowne C Section 26.7 5 If 50%of a component Is in a particular zone then that com neat Is considered to be bt zone with the mato of the area.It questionable then lace In Zone 5 Kd 0.83 Table 26.6-1,page 250 8 Each component,window,door,mullion has a tribute area that Is area to be used.Area of components to rounded down but shall not be leas than 10 sf. Kzt 1 Figure 26.&1,page 252 7 For NOA'a that require a Kd=1.0 then multlPy the values Wed herein by 1.18. OCpi 0.18 -0.18 0.55 6 Wind pressures are based an Allowable stress design. Pi tch ofroof 3112 14.0 degtem 9 n pressures listed herein are valid for Exposures B and C and emmsure D.max roof height 30),see criteria shown left. theta 14.0 degrees 10 ICharts and values Wed herein are only valid when signed,dated and sealed by Oaty McDo le PE#58214 or D.Adam LeBlanc PE#77012 11 Wind desWn pressures are calculated In accordance with ASCE 7-10 Method 2 12 No reduction Is taken for slopesless than 10 d reel. Area ofrnm ant Ares ofeom Area ofcom em Ateaofeom t Wesofcompenrd Mesa Atcaof t Areaof t rea Aof t Armof Areo of i Mean 100. 15.0 sf 20.0 sf 25.0 sf 30.0 sf 35.0 sf 40.0 sf 43.0al' 50.0 sf 55.0.f 60,0 sr Roof 11601a one 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 15 -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 98.5 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 -09.6 -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 -44.4 -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 44.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 -50.2 42.3 49.4 41.8 -08.5 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 :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 45.3 -54.5 -44.9 -53.7 44.4 -52.8 44,0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 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 -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 44.6 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 -52.1 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 26 48.8 -60.2 47.4 -57.6 47.0 -56.8 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 -44.7 -52.5 -44.2 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 .42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 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 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 421180 0 GIM • •42.3 • #2 3• 41% 41.8 41.3 41.3 40.8 40.8 40.4 40.4 399® 39.9 4 28 49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 -56.8 6.8 -519 • • 6 - .I• •45.8 -54.2 45.4 -53.3 44.9 -52.4 44.4 -51.6 s01 - 46.0 46.0 44.6 44,6 44.1 44.1 43.6 43.6 438 0391 • 042.5 42.90 42.1 42.1 41.6 41.6 41.1 41.1 40.7 ©�� Q'�t0, P 49.9 -61.6 48.5 -59.0 48.0 -58.1 47.6 -57.2 7 • - 3 • •46.a - .5• e2 -54.6 45.7 -53.7 45.2 -52.8 44.8 052 ® "3- 29 ® •r I �j 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 429 42.4 42.4 41.9 41.9 41.4 41.4 40.9 o• 9c ® �I 30 -50.3 -62.1 48.9 -59.4 48.4 -58.5 47.9 -57.6 47.4 -56.8 47.0 -55.9 46.5 -55.0 46.0 -54.1 45.6 -53.2 45. ` 44.6 •�i� �� Aig" • ••• •• ••• No 77012AWIR • • • • • • • • v ED SEP 08 2015 •.� �: RI ♦ �` P' �/, • • • • • • • • • • /� a %% 1;0 y a1�111®� UG 2 5 7015 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:130 NE 97 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 WINDOW FL16736.2 +60.0 -60.0 +40.1 -43.4 110 3/8 x 49 3/4 NO NO YES 2 .L FL16736.1 -53.6 731/4 x 49 3/4 4 6 -43.4 351/4 x 38 7 .j. FL16177.1 +70.0 -70.0 181/4 x 37 3/8 .. ... • . . . • .. . .. • . . • .•• . •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • 090 • • i IrNi 1. 4 ' Yq� At Ij�, : , 111; : 1 • 1 i • I 1 iT3 m � i I I i LL 001, LL ry Ll 1-7 ILI `t iI..I _ 1 r... l N UA PI 14 �; i 1 FFF , 1 ' i uC m 0 , •, I TT , M� CJI I ,► i ,_ I , ' , . I � i ..i ; I O ; '; } •I t 1 ..moi. 1 � i 1 •I.• ,• I I 1 ! I , _ i__�_ ! �- : 41 1 C I ... . . . ... . . Florida Building Code Online Pagel of 2 f" pt14 R--_f!l�,i�7 =} ' �A!C"!k t� �,@i: ► Ira um, BW ft= E ia9 m u•s"MrS M ax t --L— F�Qp� �ry1Gr � gdC4 5u0Mt SWChBfgE 5T2t8&FiGb< t��a.lh�� r s � P=1"_St�AY � kSCIlS:.12;Idle 117.!z Busmes (g Product Approval Professional usR:Pub,IcUser Regulation Emduct Aaawyai mwnu>yrnduct m aeolkatlnn 6®rch>AmflcaMn Ltgt>Appakaflon Dowty FL* FL16177-R1 Application Type Revision Code Version 2014 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 Goes • • 0000 0000•• Authorized Signature Koss Erin ••••• • •• • ekcss1Dcws.cc • • • • • 0000•• 0000 0000•• 0000•• • • • Technical Representative Erin Koss •••••• Address/Phone/Email 1900 SW 44th Ave. •••••• ••••• • • Ocala,FL 34474 0000 00000 0000• 352 368-6922 Ext 291 • • •0.00• •• • 0000• ekoss*cws.cc • • 0 • 0 •0.0.0 • 0 Quality Assurance Representative ]ay Lathrop • • • • • • • • • 0000•• Address/Phone/Emall 1900 SW 44th Ave. 0 0 0 0 0 0 Ocala,FL 34474 ••• • i•••• (352)368-6822 Ext 291 •• • • ••• • • jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Arc dtect 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 10 Validation Checkllst-Hardcopy Received Certificate of Independence FL16177 R1 COI EvalRep CWS-812B(.H-8100 IMA NoSllftchl odf Referenced Standard and Year(of Standard) a [d rear AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx9 param---wGEVXQwtDqvyf4ngA3ffilOy... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Sunuffbary of Products EFL# Model,Number or Name Deaalptlon 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limit of Use Installation Instructions Approved for use In HVHZ Yes FL16177 R3 It CWS-812B(SH-8100 IMP NoSlllAnch)Ddf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistaints Yes Created by Independent Third Party:Yes Design Presssurm+70/-70 Evaluation Report Others SH-8100 PVC Impact,no sill anchors required. FL16177 RI AE DuPont PVB NOA 13-0129 27.Ddf Safety glazing required on outer Ilte above 30 ft.In HVHZ, FL16177 111 AE EvalRep CWS-8128(SH-8100.IMP. Glass complies to ASTM E1300-04. NoSillAndil.ti FL16177 RI AE Ouanex(Mlkro NOA 12-10176 63,adf Created by IndependentThlyd.PartyyYes • • ® • • • • Saar ••••••• •••• •••••• •••• •••• • • LOtWLb::194North Monoe St+m+.Trishasm F a am :850-67-1 4 ••i •••• 00006 The State of Florida Is an AAAMO employer.Co:wrmht 2007.21313 stare of Fbrlaa.:: • • Under Florida low,anall addresses are public records.V you do not want your e-mil address held In response tort pnbll..:.W reua�,�Ar eaut 0d ••s••• detrcanlc(nail to this entity.Instead,contact ate office by phone or by traditional mos.If you have airy queetlors,pi- rordac.850.487.1395.-Pursuant to • Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.nnffi provide Rd!aY¢rat WL with an ernalbaddrem r • they have one.The tsneRs prodded may be used for official cornmunicetioo with the licensee.However enres eddresaes fre pullic necerd.H you do not wish to • supply a personal address,plesee provide the Deparhnent with an!mall address which can be Wade evallable to the prbik!To ddern4ne if you dfe a libeftoe under goes** Chapter 455,F.S.,please clic[lila. • • :••••• Product Approval Amapts: • • • •a 0 0 • ®®®® •• • • ••• • • acrurit ml'Mt(-h ORE http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer. Custom Window Systems,Inc. 1900 SW 44`s 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 50-' 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-812B,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/204203" 94,ASTM E 1886-02104/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 10:/I.S 21A440-0'8'•• •••• • 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas X Turner,P.E.••. •• 96ese9 sees sees.. 9996.. . • • Installation: Units must be installed according to approval document CWS-81213. 6 6 6 6 e 6 :...6 .9.6 • Limitations of Use: This product: sees ee6 0- 0 0 e 0 0 0:0 0. • May be used in O/X configuration in sizes and with max.glass DLO heights as.s�n in CVS*-.• see*:* e 812B 090960 . • Is impact resistant and does not require the use of shutters • • • • e s May be used in the High Velocity Hurricane Zone ; *00 96 sees.0 e sees.. • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboAa lite(Templet; • required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboardf to Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.Q.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 5s'Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. %�`�111�1IIll�t*I 01 10 SIP No 58201 *; * 4/18/2015 .rr Lucas A. Turner,P.E. :.� ..JSTATE flFgu� FL PE#58201 40V0 R� ? •,• :��,1' •`r Lucas A. Turner ,,�wo ION i +1*r 2015-04-1$ 22:20-04:00 SINGLE HUNG - LARGE MISSILE IMPACT QENERALNOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDN TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT OMMEMYM EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1800 SW 44TH AVE. iS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 N ASTM E 1998 PER THE FBC. WWW.CWS.00 2.GLAZING OPTIONS:(SEE SHEET 2) 63118'MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"O/X". 8100 PVC 61718"MAX UNITWIDTH- SINGLE HUNG 4711ne'GLASS OLD 4.DESIGN PURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE WATER N N INFILTRATION TEST PRESSURE AND GLASS TABLESt IT ASTM E-1300-04. i a! 63" S.ANCHORAGE:THE 33113°4 STRESS INCREASE HAS NOT BEEN USED MAXRALL I - -- I W THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR SY F DETAILS.WINDLOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD p HEIGHT ANCHOR CALCULATIONS. Of B a B GLASS 8.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE a DLO NOT REOURED. ra ra 817.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT MAX T5 I USED AT RXED MEETING RAIL AND JAMB. cc UNIT o a HEIOHT S.SERIES/MODEL DESIGNATION SH-8100. v Q.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: p I I X=OPERABLE SASH,O-FIXED SASH 303118" 1 mdZ MAX. I 7Ap 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR SASH " GLASS LOCATION. ,,NµDREfb•4� HEIGHT X _ I B 11.EXTERNAL WEEP SLOT=114"x 1-114"LOCATED 4"FROM BOTH ENDS. �'`V0�4 C.E N R�y�Qyii� B I C f•No 56209 % Z'02 ;� _L _ _ LUCK$A. + p` STATE OF f&V l A- -- - 20104-11 '5E --4 0 R Lb:�'pj%��, e A 15:15-04:00 '•yS��eNin ,A a6 vtfi" GLASS DLO z::r_ MAX� WIDTH 4111=5 LUCAS A.TURNER,P.E. FL PE a 582D1 •• ••• • • • • • •• 1239 JABARA AVE • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • •• PH.941-38D-1574 • •• • • • • ••• • • • • • • • • SHM DESCFPTIM GENERAL NOTES AND TABLE of CONTENTS ELEVATIONS GENERAL NOTES R ELEVATION-...1 : MAX. UNIT SIZE TI • GLAZING DETAIL...............................2 D98JGKrRES RE 0N1PA T RATING BAT W18/12 SECTION VIEWS.-...........................3 •• � �• • • EXTRLtS10N&B.O.M..............._.......4 .: ANCHOR SCHEDULE a NOTES.........5 51-7/8"x 61-3/4° ..•+/-2t PSF.• •• LAR ISSILE IMPACT CWS-812 e EET INSTALLATION DETAILS...................8 SH 1:15 1 OFB ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ISM SW 44TH AVE. OCALA,FLORIDA 34474 V VW.CWS.GC 8'100 PVC SINGLE HUNG IMPACT ai Iq N_ ao 778'OVERALL INSULATED GLASS 7Ar OVERALL N ULATFD GLASS Y T IV ANNEALED ORTaRPERED 'Ar ANNEALED ORTEMPE14ED m 7118"AIRSPACE D) Ins•AIRSPACE 6J1B'!. AMINATED GLASS 6716•LAMMATED GLASS 178•ANNEALED V8'ANNEALED .QBfY'PVB BYTEf1LAYER BY DUPONT .890'PO INTERLAYER BY DUPONT 0 3 U8°ANNEALED UB"ANNEALED Q DURASEAL BY TRUSEAL DURASEAL IFY TRUSEAL 5a? PURFECT GLAZE IW OR SIKAFLEX 552 PURFECT GLAZE W OR SIKAFLEX 652 m ¢ 1 UY GLASS BITE 1 IV GLASS BITE �0pli$GREtv 1,0cj,.r G8NS0.�y�no 'rMe 58207V 1 39p� STATE OFw (� y� FIXED LITE sASH uTE 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 •• ••• • • • • • •• 1239 JABARA AVE' • • • • • • • • • NORTH PORT,FL 34298 • • •• • • • • • PH.941-BO-1374 • • • • • • ••• •• SHMTDESCRIPTION: •• ••• •• • • • •• GLAZING DETAILS D • • • • • • • • • ••• BAT 08118112 006 • • • • • •• • • m ••• • • • • • • • • • B • • • • • • • • • CWS-812 ••• • • • • • SHEET 1:1 2 OF 8 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR wimnownnimm 1900 SW 44TH AVE. OCALA,FLORIDA 34474 ca W W W.CWS= / PVC 8100 ® SINGLE HUNG IMPACT r oho 3 1 1 1 4 m m SECTION B-B m NOTE:LEFT SIDE SHOWS KXW SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW, e y >vo W Q WZa o 1 BNTERIOR m� 9 ,,�t4llsn�l/tttut 9 4w�4q r ,�'TG��• ,��: N• 58201 �`-;v�� STATE OF �4i 1 ySetc��O gMjO*Q`,w, ryt4s�O1VAb�•�`ww �tnnnM� s 4111/2015 Y LUCAS A.TURNER,P.E. FL PE 8 58201 •• ••• • • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 • •• • • • • ••• ••• SHMYD row •• ••• • • • •• SECTION A-A SECTION VIEWS • ••• • • BAT 06J18J12 • • • • • • • • • • •• • • r. NOTE:ITEM •S NOT SHOWN FOR CLARITY: •• • • •e • • • • • • • 20,26-26,38-37,44,51-52,55-56,84.87-88 CWS-812 B• •• • • • • • • • • ••• • • • • • SHEET 12 30F6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARIS LIST 1rEm PART# DANFRAME CORNER 1 VQIDOR MATERIAL. 9119 CONSTRUCROJN H-8091 Melrt Fc,sH,w/ .,PVC dead Mikron VI 2 Hfi031PUR Fr.,SH,Wig.,WE,SII( Mikron Virrylt 15118 In81H7S 3 ffl H-M Mab1 Fr., H, .,PVC L.Jb. Mdtrolt VI t �z31tc IOM SW 44TH AVE. 4 H BOCS1 n Fr.,SH,WFtg.,PVC,R Jb. MBcron VI I 2 OCALA FLORIDA 34474 8 3-7677 hn rtmdk Alum 4 1 e WWW.CWS.CC 8 H-802T Sash Most.flail PVC Mk I 211118" 1519° 1518• 9 H•1497 RBIM Sash Meet.Rail 10 8 Sash Bottom Reil,PVC M� Vi� 1/167 tnc cORNERwl1D $900 PVC 12 H-60D4 Sash sic Bol.Rall Mllwan Virryl (ALL SIDES) SINGLE HUNG 13 5-1498 f z. S.B.RJS. PVD FRAME FLANOE•8031 PVC BASH BTM.RAIL-61128 PVC SASH TOP RAIL-6027 IMPACT 14 S3064 .Bd.,718' M Vinyl 18 84ro13 Scm. ,PVC,Hail Vinyl 19 S-OU14 Sart. PVC,Vert. Miluon Vinyl h Sash stop/Fllla,P ,Van. Mdwon 1 1 t/2 ib IL1 23 1+16991Tsintacemerd,SBR Keymark Alum ne. 13/18° a FO 24 P-2190 Balance 25 P30% SashTeM Cam.—PVCB3I � 1 � FOtED faEETwt3 RAIL m 28 P3O48 Take Cli BSI SS 111 1 Sla• 2 t/a- 1118° 27 P-M Lock, PVC h ariook SCREWED TOGETHER WITH 28 Kee hrtpaot,PVC Interlock ac 1118 OUTERFRAME 30 P321S Wasp Ctnerw!Fl am Plastic REINF,ONPACTHOOK-1112 1� 32 P-3429 Wst .,0270 x.87 back FhSeal,D MIT-8 ab PVC SASH SIDE RAIL•W04 FINED RAIL-1&96 c, O 37 P-4M8 #8 x 2-112 PH Mad ss,Typo A 2 Festanal Steel LL71 3 38 P3768 118 x 0.625 Ph PH Hub Steel t 5dtc 4+167 — 39 +4051 W#8 x 1.260 Ph FH TEK, Fkd1 ee[ 1R• 1 101 7 ur 40 P-4264W 98 x 914 FH PH WiN Toad,TEK, Hub Steel I G 44 P3342 Satan SeAler,SM-5504 SChrtee 7/E• t idtc 1 45 P-3752 . PI ,1 Z" 8M Nylon to<X 47 P3438 SdkaAaot 552 a pww oue•Fr el 1178 1118" txs 1/167 48 P Sat.Blk.,85 bur.,1B•x ST x 2'Lg. F.Laws ROt xgl�rwr b1 P•3M1 Tempormy l.(NFRCID PVC PVC PVC PVC SCREENStlPPORT-�14 r��ypREWk-' 52 P-3813 S LbL o Pro �rgr?,.•v�08 F yw.- Sash SEE 1HEET2 EE SHEETZ GLASS 914• 5>9• 114 _ �� me 58201 t *Q A •*S SB P 32$1 DtBasael � 1 15178' Y/Y6° t• s TIB' �'•: ��' 62 P3218 Scr�nFrame, A metal tan 1/18- j_ STATE OR �Thl Inc v 63 P-3218 Scnm Frame,Ven. Allmetal Alum MFlLB. .FtF. AIL-78ti9 �'n•."R t�11F' S4 P-3321 Screen Frame r Key Alimetal Plastic RERJB.B -1498 REINBTM RREM.TOP RAIL-1497 �" PVC GLAZING BEAD-8084 �Syh`S a7y,0 gp14.+'�fl��w 65P-3.581 Screen Cloth,16 x 16 F s Battemle Flbsigiass 68 1 P-3228 Soreen Spline .155 lora.,Bk. Dspa nyl ,c 97 OL9 P.1Sewn Pull Tab sammd Alum 63 P3033 Screen Sprft SS FI.Sween SS 4111/2076 70 P3113 screw Suppod to PVC T.Plasticsion 71 H-1836 Alum,Fixed Rao LUCAS A.TURNER,P.E. � Aknrt S mss' Fl-PE#58201 72 Sd083 Cour,Fbred Rall mom 1L— S-1O 1239 JABARA AVE 73 112 Relrt(oorcemerH,Impact Iteyma k Alum ••• • •• NORTH PORT.FL 34288 74 P,9541 a�x 1/T,Pan Head,TEK Festanel Steal • • •• • • • • • PH.941-380-1574 �� • •• • • • • ••• • 112• LINE 15-17,21-2Z 5NOT USED: 1 • • �—� 31167 b,7,111,.15-17,21-22 29,31,33-36,41-43,4S,49-M,95,57-61,Ole 6 Ir �3- --I BOM AND EXTRUSIONS 7B• U1B' �O IMPAQTtit70R • ••+ ••+ ••• ••• scR>Nwt stPPaRr 3t to BAT 06/18/12 y57777 • • • • • •• • • O •• • • • • • • • • • • CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 1083-TS(UNLESS OTHERWISE NOTED. ••i • ••• •+• • • • • SHEET • • 1:2 40F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (r MAX I YPJ IT MAX O.C.MP.) WINDOIYi►$YST@f9 ('MAX(TVP.) 19M SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC I SEE NOTE 2 1012" I I 8100 PVC MAR.O.C. O SINGLE HUNG INSTALLATION IMPACT ANCHOR(TVP.J N 1 I ao -'FMMRAM w 4'r YP•I—J�: I m I ' 1011! MAX O.C. ¢ w 00 RNP.) a I � I I I C 4"(rYP.J -- -- -- -- a-11Yp to Q NO ANCHORS REQUIRED IN SILL ,oD�lf"•, LAYOUT-(FLANGE► ��?�P�•��G E W s�G+D��i Ne 58201Z4°P NOTES: :''P& STATE OR f f1Ut. 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHOR REQUIRED IN SILL * ». O`,Z,, 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHM- MAX,ALLOWABLE SHIM STACK TO BE 114'.USE SHIMS WHERE SPACE GRATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE y,••hhrAip�d��,� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BEI I R WOOD SHIMS ARE NOT ALLOWED. .� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET B. 1 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 LUCAS A TURNER,P.E. BE PROTECTED TO PREVENT REACTION, FL PE#58201 6.MTALLATIOO ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURE g INSTAUsWIOY DBi,TMONONSItAND 6NOM13SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NO1239 RTH PORT, 334288 SPECIFIED IN TABLE 1,SHEET 6. • • 0.: • • • • • • ANCHOR p• • •• • ••fI •�• • PH.84180-1574 B.It EMBEDMENT SO ID CONCRETES OR GROUfBEYONDCIM MAY WALLINCLUDE BLIT DSSING OR STUCCO.T p6t}'AFE W 8l BF�W �{ PROWCT AND�THYE SUBSTRATE.BUd(3,1F USED,INTO SUBSTRATE INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:W FOR MASONRY,1•FOR WOOD AND METAL �. 8.WOOD OR MASONRY OPENINGS,BUCK AND BUCK FASTENERS SHALL BE PROPERLY DESS Sf THE AR`TTM-CS&bENGINv?F?OFiiEff m AND MTALLED TO TRANSFER WIND LOAD TO THE STRUCTURE. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1.SHEEi6.CONOIRM AND MASON"SUBSTRATES MAY NOT BE CRACKED. or. •• • • ••Yb • • • • • • • CWS-812 B S.SEALING AND FLASHING DORATEOIE3 FOR OVERALL WATER RESISTANCE OF WSTALLATIQy� FMA/ApAWWPoV �FOLLOWIfG 1HECURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS),FM/VAAMA 200(FLANGE WIIDOWS), FMAAaDMA 260(80 3D8(E(T&IOR 0190RS) Z5 SHEET 1'15 I OF B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MW.EMBEDMENT MIN.SEE EDGE DIST, SEE TABLE i SU OB S TAKE I 114•40KRNETERSEALANTMAX BEE TAtS.E 1 1900 SW 44TH AVE. SUBSTRATE BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 W W W.OWS.CC MW.EMBEDMENT PERIMETER SEALANT BY INSTALLER SEE TABLE 1 MW.EDGE DIST. INSIDE AND OUT BEE TABLE I 8100 PVC SEALANT BEHIND INSTALLATION ANCHOR SINGLE HUNG FLANGE BY WSTALLER va•MAx SHIM SEE TABLE} IMPACT ALLTE ERINSTALLATION ANCHOR AND OUTSEE TABLE 1T BEHIND E BY WALLER O CONIIINUOUS DOUBLE3M6'BEADS OF B HORIZONTAL SECTION a N TREMGLAZE Ul SM SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE Lu PERIMETER AT ALL INDICATED POINTS O BETWEEN FRAME AND RUCK BY INSTALLER. SEALANT 114°MAIC SHIMFLANGE BY�INSTALLER p PERIMETER SEALANT rn 2 BY INSTALLER MIN.EMBEDMENT INSIDE AND OUT SEE TABLE i •� 4 EwN%. SUBSTRATE BY OTHERS „S`v: NO 58201 "9 M SEE TABLE 1 MIN.EDGE DIST. : * # SEE TABLE 1 w,D A VERTICAL SECTION �C7z. STATE OP fr,10a 6 TYPICAL SILL ANCHORAGE y� R Cyt*,. S��IR�itj,O R 1 4pTll„ani X� 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE IDN.�BEDNI NT NEM!DGE FL PE A 58201 CONCRETE(20 KSI MIN.) 9118'ITN TAPCON 1-112 •• e • ••PE IMET R SSEALANT 1238 JABARA AVEHOLLOW OR GROUT FL ED CMU(117 POF MIN.) 9/16'IIW TAPC ON 1' • • • • fNSIDE ND OUTNORTH PORT.FL 34288 • • • • C HOR2O rmSECTION PH.941.380-1574 t:RETE(265 KSI bIQV.) 3/16'ELCO ULTRACNI t' BOX FRAME INSTALLATKMIGROUGFBLED CMU(ASTM C-IO) fB'ELOO ULIRACON 1-tt4• • + • • HEAD AND SILL SIMILAR FOR BOXI STALLATION • e • •• 2X MW 60lJiF{1 V PINE(G-a.55) 3/16'ITW TAPUN OR ELOD ULTRACOI 1-3/B 7/8' FLANGE AL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE INSTALLATION DETAILS 9t M W.SOUTHERN PINE(G=0.66] 810 WOOD SCREW 1.36' 718” UP TO ANDD INCLUDING A BOX FRAME APPLICATION IS ACCEPTABLE PROVIDED: R�A (3 GAUGE( MIN)MEd STEEL STUD 810.18 HLT-KINXINVUL UEX R I1W THRLWULLV DE7/W • •• 069 •• a MIN.114'FILLET OF C ONNSTRUCT ION-GRADE ADHESIVE OAULK IS APPLIED �T 08/18!12 (33 KSIM.YIELD MW) TENS SELF DF�LNG SCREW THRCIIp,�O' • • • •• •I DE AND OUT,FULL PERIMETER,Elf INSTALLER, 1t8•ALUM.{BOSi-T6 MIN.) C H 810 GRADE 6 LF-TAPPING/ FULL • • • • • C4US$12 B 118'STEEL(33 KSI MIN.) DRILLING ING S�qy gIgir118' • e • e i P�UCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS s • • 6 FOR FLANGE WINOOWS. SHEET 12 IOFB ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Florida Building Code Online Page 1 of 2 �I Q2�flfIlE71Id NQS Home Lop In S User Ra*batlon Hot To" I Submit Surcharge Stab&Facts I Bus'nes ��;. Prolessi al �NW Product �prOVB' Regulation Product Atmrwal Menu a PratlUR er It®dnn Seardi>AppIkOon[.fit>Appik atim Detag FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Ercall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss®cws.cc Authorized Signature Koss Erin ekoss6cws.cc 0000 Technical Representative Erin Koss • • • • 0000 0000•• Address/Phone/Email 1900 SW 44th Ave. •• 0 • •• • Ocala,FL 34474 • • • (352)368-6922 Ext 291 • •000 ••••:• ekossacws.cc ••0:00 • 4,00004, 4,•0.0 :0666: Quality Assurance Representative lay Lathrop 0009 0•••4, 00000 Addre55/PhGWEmali 1900 SW 44th Ave. 6.6 6••• • •••4,••0 Ocala FL 34474 • 000• 0 (352)368-6922 Ext 291 •• •• •• • 000000 pathrop@cws.cc :00:0: • 0• • 0 0 6 • 0000•• 66•••• Category Windows 6 • • Subcategory Horizontal Slider •6 00 ••• •6 6•• • 6 000 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 R Validation Checklist-Hardcopy Received Certificate of Independence FL16736 Rl COI EvalReo CWS-8718(HS-8200 74x63 IMP),otlf Referenced Standard and Year(of Standard) Akndait Year AAMA/WDMA/CSAf101/I.S.2/A440-Oa 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6... 6/24/2015 Florida.Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products PL# Model,Number or Name Description 1673b.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 53",XO or 0 OX. Limits of Use Installation Instructions Approved for me In HVHZ.,Yes FL16736 RI 11 ONS-871B(HS-8200,7063.IMPI.odf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Reslsta b Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,74"x 63",DP+/-60 psf.Outer lite In FL16736 R1 AE Dupont PVB NOA 13-0129 27,odf I.G.must be safety glazed when used above 30 ft.in HVHZ. EL16736 R3 AE EvalReo CWS-8718(HS-a_2n_n_,74x63. Glass compiles to ASTM E1300-04. IMP).Ddf FL16736 RI AF ouanex(Mlkron)NOA 12-IQ17 0 Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 63",XOX. Unift of Use Installation Instructions • • • Approved for use In HVHZ:Yes F1.16736 R1 II CWS-8698 02(40 M I.63.WKS •••••• Approved for use outside HVHZ/Yes Verifled By:Lucas A.Turner 58 T • • 0• •' Impact Resistant:Yes Created by Independent Third ftto yes • • • • Design Pressure:+60/-60 Evaluation Reports R • 0:00*0• 0 00 0 0 0 Other.Large MWle,111"x 63",DP+/-60 psf.Outer lite EL16736 R1 AE DuPont PVB A(V;3'8129 27 odf• 0 0 In I.G.must be safety glazed when used above 30 ft.In FL16736 RI AF D0 •••••• HVHZ.Glass complies to ASTM E1300-04, EL16736 RI AE EvaIReD CbV Bfia {RS-8200•Lilxb� see* ' IMP)-Ad f r•sTi 00 0 0• EL16736 Ill AE Qmanex 2 T Ill8A 12-IQV2 .ndf 0 ' ' 000• Created by Independent Third iiertWe es • • •• • 0000•• •0000• � • contact •0000• 0000•• •• • • •00 •0.00• • • • ::1944 NOd:h Monroe�etreet.Tallhaesee FL MIN phone;85d-4874824 •0 • The Slate of Florida Is an ANEW employer,Cbmrrieht 2007-2013 sac.,or Florida.::Prkm Stabern, :: ::Refund-RUt—ft Under Florida tow,emall addresses are public nawrds.Ir you do not went your a-mall address raieased in response to a public-ramMs request,do not send electronic mail to this enMV.Instead,contact the office by phone or W tradRi rtal two.If you have any gUeetlars,please(Ondatt 660AS7.1995.*Pursuant to 5000 455.276(1),Florida Stab tea,ef(ettive October 1,211112,licensees licensed under Chapter 453,F.S.must Provide the Department Mtn an er=H address 9 UM have one The emaik provided may be used for official cornrmmieallon with the lamsee.However emall addresses are pubtk record.If you do not wish to guppy a personal address,please prevlde the Department with an emall address which can be made evaiiable to the public.To determine if you are a ikertsee under Chaps 455,F.S.,please codchooA,, Product ApprWal Aad: NE StmLirft.ml utas ENM http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquSobl%2fIZm6... 6/24/2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44s'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 5s' 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.Tuner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-]A,-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 1896'02/04/05,ASTM E 1996104/06/09,and AAMA/WDMA/CSA 0000 101/I.S.2/A440 `08ses• 4) Supplemental Calculations to support CWS-871 B,signed and sealed by Lucas A!Tuner,N.E•6 6 0•�,'• .00.00 ' • • 0000 0000.. Installation: Units must be installed according to approval document CWS-871B. 000000 • 6006 0000 .6000. Limitations of Use: This product: *see •••• 00009 •• • • • • Maybe used up to the sizes and daylight openings indicated in CWS-871B 66666• 0 ••••• Achieves design pressures of+/-60 psf •••••• • 666 66 • • • Is Large Missile impact resistant and does not require the use of shutters : ' : . • ' • May be used in the High Velocity Hurricane Zone 0 .' .66666 .66666 . • • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.27t• 6 000 0••••• • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 0•a • 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 5"Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. 1 do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. Q-41 1 No 58201 NIPr R �' :• STATE OF ►* 4/18/2015 o R t ID..- N +' Lucas A. Turner P.E. t ..... `+ FL PE#58201 Lucas A. Tumer 2015-04-18 22:21-04:00 QENFAAL NOTES: ( ORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.714E PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 200WMTEMSMTO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOC 1Y HURRICANE ZONE(HVH4 AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1588 PER THE FBC. WW W.CWS.CC 75114'MAX OVERALL RANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 3 C:OWtGURATIONS:'Or,-W. �PVC 74'MAX UNR WIDTH HOFM SLIDER 33'GLASS DLO 4. SIGN PRESSURE RATING: IMPACT A -NEGATIVE DESIGN LOADS BASED ON.TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES �- - ASTM E-1300-04. ' - 5 ANCHORAGE THE 33 0%MESS INCREASE HAS NOT BEEN USED I I 64IwI Ill IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR MAX FLANGE B DETAILS.WINDLOA0 DURATION FACTOR 0061.6 WAS USED FOR WOOD HEIGHT i B ANCHOR CALCULATIONS- 00 S.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REOUIGED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT v o 1n UNLATC�IIED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w g W MAX MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRX ANE WINDS AND 5� UNIT O I I FLYING DEBRIS. c id I ¢ MAX 7.ALL FRAMES MID VENTS FULLY W ELDED.SMALL MM SEAM SEALANT BA91•tAS USED AT FD®MEETING RAIL AND HEADISILL. 1 I HEIGHT i 8-SERIES/MODEL DESIGNATION HS-8200. o G LA�r I B 9-THEDESK3I+WTION X AND O STAND Fit THE FOLLOWING: DLD II I 8 X-OPERABLE SASH,0-FDCED SASH `tg4a W 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR '��GpAI��q'�G0i� I I D LOCATION. fv Ne 58201 Ilk I I 5 11.EXTERNAL WEEP SLOT=114'x 1'LOCATED 4'FROM BOTH ENDS. t#t C * 1*� NQS STATE OF C rt� 6 A -- �4 Fo�D R lQf;tZ�Z Lues A. . �I .. ..•��c��.� 33'GIASSDLO Tumor yI.4nH�n�`4tr'� 39 Will'MAX.SASH WIDTH 2015-04-11 15:18-04:00 4/11/2015 LUCAS A.TURNER,P.E FL PE B 58201 •• ••• • • • • • •• 1238 JABARA AVE • • • • • • • • • NORTH PORT,FL 34285 • • •• • • • • • PH.541-380-1574 •• ••• •• • • • •• GENERAL RTES AND TABLE OF CONTENTS ELEVATIONS DRAWN-BY: GENERAL NOTES 8 ELEdATIONS...........1 ADE 10/10113 SECTION VIEWS a GLAZING DETAILS...$ MAX. UNIT SIZE DESIGI1t PRE$SURI~RZ U4193 1l • IIIIP CT RATING or. EXTRUSIONS EB.O.M......._ES...............3 �(E 94ISSILE IMPACT CWS-871 B Tmw- ANCHOR SCHEDULE&NOTES................4 74"x63" �-6 ? F. INSTALLATION DETAILS..........................5 SHEET 1:15 1 OF 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i INTERIOR 7 1900 SW 44TH AVE. Or-ALA,FLORIDA 34474 1 1 1 B WWW.OWS.CC am PVC HOFM SODER IMPACT a a 0 1 3 SECTION B-B B 17 NOTE:FIXED LITE AT HEAD z AND SILL IS SIMILAR. p 0 ir Ia CL W W 1 1 j 1 19 m Qz HEAD WACT HOOK Q pTnu�b� MI 8h9H 'I .•`�`oDREW Thi (IfEMS36838) 7/r OVERALL ��•_p9+y�CEN No sP01S 118"ANNEALED m TEMPERED ; + INTERK3R 7AIr AIRSPACE roi r3flW LAW '1pG. ATATf OF Ift _ 118'ANNEALED .��2��1t R�9 ONLY PENGAGEO�IOR .�0 DUPONT PVB INTERLAYER ,,�•� .�7�f�•�,• TO HI1fiRICNNE FORCE WINDS. F 1 4 X I LOCATEDATTHIRDPDINTB tArANNEALED 13 "' I I � PLIgFEOT GLAZE'W 4M 112016 1 SIKAFLEXBsz LUCAS A.TURNER,P.E. FL PE#Ii 5 ••• ••• • • • • • •• 4t 12M JABARA AVE. I • • • • • • • NORTH PORT,FL 342s8 • • •• • • • • PH.941-380.1574 •• ••• • : : ••• 1Pr GLASS SITE SECTION VIEWS AND GLAZING DETAIL SECTION A-A a o JAIL SNIE �LACK L F*,TIIt• ••• ••• w ADE 10/10113 • •1 • • • • •• • • s SECTION CC •i i• • ••• i i • i i i i GLASS TYPE A CWS-871 B ALTERNATE FIN FRAME ••• • • • • • 1.1 SHEET 12 20F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS UST ITW PART#? IDESCRIPTION VENDOR MATERIAL3t/8' CORNERCONSTRUCTION 18'—.1 1 F41497 Ralnf.Sash Mea9.Rall Keymatk Alum 31 1 1PlYYINC�lYYS� 3 2 RIG" ROW S.B.".S.R, Keymok Alum 8 ffl 3 H-1836 Meet.Rall,FxcL Keymark Alum 5 1900 SIN 44TH AVE. OCAIA FLORIDA 34474 4 H 8052 Sash 7cpaBot.Rail Mikron PVC 2 t1n8' 3611tr 1n8• 2118' illi- www.Cw6.CC 5 H-6048 Maim Ma . an,Fin.,PVC Mtkron PVC L#J- ane' 8 H-8060 Sash Mad.�,PVC Mlkron PVC �1' CORNER WELD (ALLSOM wo PVC 7 H 8051 Sash Side Rall,PVC Nkran PVC HORZ SLIDER B H3049 Main Fr.,8H,vdFlg.,PVC Mikrcn PVC PVC FRAME FLANGE�O48 RxFD RAIL-1836 I Z SLI 9 P3029 Screen Pull Tab Samnmh PVC F 6 10 P-30 i43 IScrean Sprft SS Fduley 2 18 1 16f t ane• 1 11 P-3113 Screw Support,PVC Team Plastic Rubber one 6 4 i {LI 12 P-3218 Screed Frame Agmetal RoAForrrr � O 13 P-3228 Scram Spllrte,.156 Dia,BOc. 7 �Pa 16/8' 1!VR' 1 6!B' 1 6119' Y w 14 P-4754 Scrasn Frame Corner Key Ailmetal Nykm illi 1118• y 15 P3342 Seam Saaicr,SM-55N Schnee Sllk one 1n8' trt8° FD(eD MEETING RAIL m SCREWED TOGETHER W ITX y 16 P-3352 Sol.Blk.,85 Dur.,118'x wr x 2'Lg. Fr-&Lcae Rubber PVC BASH MTG.PAIL-ON PVC SASH SIDE RAIL-6061 PVC SASH TOPS M RAIL4;M2 PVC FOmD RAIL COVER.X63 O tag 17 P-3429 WM,0.270 x.187 back FlraW, tAtlahb v o W 18 P-3539 #B x 3/4'Sglame TEK 2 7htc Feeteraai Steel �- 314• 19 P-47301#8 8 x 112'Trues PH TEK 2 Zinc Faslerml Steel 0 3"r2 aq Q 20 --3752 Cep Plug,1P2'Hole M&M Nylon 1' 1 tb116• 1n6" F $o °f 1n6• 21 P-M$0 8pmrg l.eldc,Impact.PVC b6atlocic 9A$!1 MTC.RAIL-i497 SASH REINA-16� 22 P-4779 Roger,Tandem M&M Nylon 4 f t 6r18• 23 P 4061 118 x 1 1/4 Ph FH TEK,Wht. Factorial Stow 7/18' 1 114 T- 1- ¢ Z 24 P-4089 $'4' KeeW.Impact,PVC bderlOck x 25 P4479 Weep Corer cd F1aP M&M Nylon 26 P-4638 x 2112 Ph 7Fuss BMS Alma Steel PLAN VIEW-1899 HEAD IMPACT HOOK_low U16' 1116' 27 P-058 i8 Rotary Lock Sullhaa Zinc &MRA.S.R.-1499 ROLLER TRACK-1776 .`fiJ No 58201 28 P-4952 lKespar,Rotcey bolo 3ulllim enc10 3/1B' 29 P-4959 JWSIP.,0.420 x.1 B7 back FlnSaal, Uf ft 1!4' 718° 30 P 4631 Berns Fastemer Festeft Steel C 41 WA is STATH OF j!W 31 5.1112 tieinfcn emerd Heed Keymadc Alum I ,� 7�— 1n8' S"" " RR to(G�. 32 S 1496 Rein(.S.S.R./S.S.R, Keymwk Alurn rr y1. 4 ANAL ,t 34 5.1776 Roller Track Keymmk Alum td8° �llll'1n`6' PVC It AZEBEAD-6064 GLAZE BEAD-1112 35 3.1999 Frame Hook,Head,Impact Kaymmk Adam PIAN VIEW-2000 PANEL UPACTCATCH-2600 Z 36 8-2000 Panel Catch,Head,Impact Keymark Adam t/2• t 1!6•y 3+e• �5nw 4/11/2015 %3 -PwIW �-013 AMI LI t Miknln PVC r 6LUCAS A.TURNER,P.E. Sam.Adapt.,W Nib,PVC Mlkron PVC i t� 1 in6° 1 FL PE 3 1 mmolommillill SCm.Ad • ••• • • • • • •• PVC SCREEN CATCH-6013 PVCANTI-UFT-6005 239JABARA P A Adapt.,PVC MBcrar PVC SCREW SiPP0 e e- • • e • • • • iF Fbced�I Coyer Mkmn PVC • • •• • PH.941 0-1574 GlL 342a azing Bead Mgvan PVC •SEE SHEET2 CARDINAL GLASS •• 000 •• • • • •• Glaze'W,SlkWW 552 Herdcsl/Seca Sftorw f- ane° BOM AND EXTRUSIONS PVC SCREEN SUPPORT-6014 D • •• ••• ••• ••• ••• ••• ADE 10/10/13 • • • ••• • • ••• • • •• • • • • • • • • Q DWITF_REV.: UNE ITEfyIS NOT USED: CWS-971 33 NOTE:ALL EXTRUSIONS ARE ALUMINUM 606.9-T8 UNLESS OTHERWISEwIpTEW• ••• •e• • • • • • • ;� SHEET 30F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • 121/1-MAX O.C.(TYP.) {�y 4,✓J 3-mm.) 1909 SW 44TH AVE. 8-MAX MR)6'MAX(iYP.) �7-'�3'(TVP.) BE NOTE 2 MAX M.) 8'MAX.O.C.('rvP,) 90 NOTE 2 WWWWW..CWS.001�34474 M.) INSTALLATION Im PVC r ANCHOR(TYP.) I Half SLIDER ' I i I I ' ' IN TIPI IMPACT ANCHORCHOR(TVP.) MAIL O.C. (MAX O.C. O (T1'f'•) O X I I I 4 C1 z Z w Z W o � ANCHOR LAYOUT-[FLANGE] ANGMR L&YCWp m d X44++I++I+q ,�♦�� P„tDREW ��gi J '�?G E A1Q•G+Qy- `N• 58201 S*a * S*= w y; jitz NOTES: 9 STATE OF t � 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,SILL ANCHOR SPACING SANTE AS HEAD. S•�C�lt�+ OR Lar pia'r, 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 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE Nn+i+ CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ..� 3 ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL OF AS SPECIFIED IN THESE DRAWINGS,8EE TABLE 1,SHEET 5. 4I11 015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS Fl PE ai A.TURNER,5=1 BE PROTECTED TO PREVENT REACTION. P.E 5.INSTALLATION ABLE 1.S SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER S INSTALLATION AIRU"4411:A4 A�(t'�I 4&jUjkM BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 5. • • •s • • • • • PH.941-38Q 1574 e ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETEOMU OPENI•I�CiSjEMBE9)AE�dT BHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE INSTALLATIONS TO SOLID CONCR�OR GROUT-FILLED CMU MAY INCLUDE OUT DO NOT REOURE 1X*dot)5l M B THE P%O@UCT ARID SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BACKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING,SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL, IMV DATE • 040 • • •• • ADE 10/10/13 8 WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED 6�1 TRE A QpR EER OF REC�RDRNDINSTAl1 ED T O TRANSFER WIND LOADS TO THE STRUCTURE e; _ SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUTAEMENTB AS SHOWN IN TABLET,SHEET J.•COIALVD R=SUp7rjl B:AA iNOT BE CRACKED. CWS-871 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALT IiFiIX)NG BY OTH6*RO F011GAING T ntAAJ``W VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS],FMA/AAMA200(FLANGE WINDOWS), FMAMDMA25MX WINDOWS),PMIVAAMAANDMA 300(EXTERIOR Coon) SHEET 120 4 OF 5 ••• • • • • ••• • • • •• •• • • • •• •• TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT SEE TABLE 1 SUBSTRATE MIN.EDGE DIST. 114'MAIL SHIM BY OTHERSSEE TABLE 1 MIN.EDGE DIST. SFUBSTRATE 213cwmmgm SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS 1/4"MAX BHpA SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE 1 W W W.CWS.CC MIN.EMBEDMENT MN.EDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 BY INSTALLX ONSIDE AND O 1T Z INSTALLATION ANCHCR am PVC SEALANT BEHIND SEE TABLE I RBY ]EMBEDMENT HORZ.SUDER FLANGE BY INSTALLER U4'MAX.SHIM E 1 IMPACT n o RIMETER SEALANT a PERIMETER BY INSTALLER5�� INSTALLER AN OUT INSIDE AND OUT TSEE TABLE 1 ANCH� SEAUWT BEHIND E TABLINSTALLAEANCHOR Lu FLANGE BY INSTALLER ALANT BEHIND Q m FIN BY INSTALLER OI0NAL9ECTION C iOZONTALSECITON2T U 6 TYPK AL WuvIB ANCHORAGE B TYPICAL FN ANCHORAGE 4) HEAD AND SILL SIMILAR FOR FIN INSTALLATION $W Z W IL m SEALANT BEHIND V4°MAX SHIM a7 FLANGE BY INSTALLER m 4 Z 13YPERIMETER STALL SEALANT MK EMBEDMENT qnW IN INSTALLER ANDER SEE TABLE i �td ,, NIDE AND OUT N-.,,! 4i SUBSTRATE BY OTHERS 11 3• N• 58201 Sp'y SEE TABLE 1 F— MIN.EDGEDIST. * * f SEE TABLE 1 ��'• A VERTICALAF-CrOIV S9 STATE OF S TYPICALSILLANCHOR Q.,`A i tV• 0:7— TABLE 1.APPROVED INSTALLATION FASTENERS 4/ 7 5 f;N IOR TYPELUCAS A TURNER,P.E. CONCRETE(20 KSI MM) 18'RW TAPCON 1-112` i•//8° FL PE#68201 pw PERIMETER SEALANT 1239 JABARA AVECONCRETE(2 BS KSI MNJ 3/18°ELCO ULTRAC�V • • bE SWINSTAMpUT NORTH PORTFL 34288 1'• • i•• • • • • PH.S41-38D-1574 GROUT-RI LED CMU(ASTM C•90) 3/16'=LC ULTRACON 1-1/4° • ••• • �� HORIZONTAL SECTION • • • • • • • • B BOX FRAME NBTALLAVON EEY FLANGE 2X MPI.SOUTHERN PINE(Go. 3116" TAP(X�tV 1-�• •• 74• • • •• HEAD AND BILL SIMILAR FOR BOX INSTALLATION OR ELCO U TRACON INSTALLATION DETAILS FLANGE 2X MIN SOU[HERN PINE iG ate? A10 WOOD SCREW 1-W 7Ar FLANGE REMOVAL NOTE;PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 16 GAUGE(0,060•)MW.STEEL STUD &10-16 HI.T1 KW1K-FLEXOR TIW FULL7,feA➢• UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROM[) � (33 KSI YIELD MN) TEKS SELF•DR$LNG SCREW THRU 0l98D'• 7.1+R•• • • ••,��s.�.� ADE 10110113 FLANGE 118`ALUM.(6083-71S MAI) &10 GRADE 6 SELF TAIW IJti! FULL�QEAD• • • i • Ste~;lU7 F�CONSTRUCTION-IMETER BY GRADE ADHESIVE CAULK IS APPLIED oar: V8'STEEL T KSI MN.) DRILLING SCREW THRLI Ol125'• 74*0 • • -P4 MLKFf ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-871 _ B FIV 2X MN.SOUTHERN PINE(G-0.667 00 WOOD SCREW 1 SHDWN FCR FLANGE WINDOWS. SHEET 12 50F5 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 2 UI Florda ern d BpSMome � LopID ; USW RegbVatlon HatToplca i 5ubmit5tucharye Stab&Facts i_c51.-eow i"!< � ....,, BuSinesl�%1 P��App�al Professltr�a! QPUSER.Public User Regulation Product Approval Menu a Prpduct or Avpltcatton c_arch>AMAWAgon >Ap kation MUM FL# FL16736-R1 Application Type Revision Code Version 2014 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 Koss Erin ekoss@cws.oc Technical Representative Erin Koss 000000 Address/Phone/Email 1900 SW 44th Ave. • • •••• -.0-:0 Ocala,FL 34474 •••• 0 • •• (352)368-6922 Ext 291 •••••• • ••• 0 • •• ekoss0cws.cc • ••0 0.0 000.0• 0 0000 •0000• Quality Assurance Representative ]ay Lathrop • 0 •0••0• • • 0000 Address/Phone/Emall 1900 SW 44th Ave. •••• •••�• Ocala,FL 34474 •••••• •• • • • •0000 (352)368-6922 Ext 291 000000 • • • •• • 0000041 Jlathrop®cws.cc 0000.• 0 • Category Windows • :00.:0 •••••• Subcategory Horizontal Slider 0 ••• • • • 0000 00 • 0 see •• Compliance Method Evaluation Report from a Florida Registered Architect or a License; Florida Professional Engineer EZ 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 07/2112020 Validated By Steven M.Urich,PE 91 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R1 COI EyalReo CWS-8718 IHS-8200 7403 IMP1 ndf Referenced Standard and Year(of Standard) bbd Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By h4://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDquBobl%2IIZm6... 6J24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL* Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX, Limits of Use Installation Imitructions Approved for use In HVHZ:Yes EL16736 R1 II CWS-871B(HS-8200 74x63,IMP)odf Approved for use outside HVHZ:Yee Verified By: Lucas A.Turner 58201 Impact Resstarrt;Yes Created by Independent Third Party:Yes Design Pressures+60/-60 Evaluation Reports Others Large Missile,74°x 63",DP+/-60 psf.Outer lite In FL16736 RI AE DuPont PVB NOA 13-0129 27.Ddf I.G.must be safety glazed when used above 30 ft.In HVHZ, F1.16736 RI AE EvalRen CWS-8718(HS-8200.74x63. Glass complies to ASTM E1300-04. IMP).odf FL16736 RI AE Ouanex(Mlkronl 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 F116736 R1 II CWS-869B( ilix63."IMPl oo Approved for use outside HVHZ.Yes Verified By:Lucas A.Turner 502010 �'- "•"• Impact Rtsistanfa Yes Created by Independent Third Pally:1t4 ••• •• Design pressure;+60/-60 Evaluation Reports •••••• sees ' Other:Large Missile,111"x 63",DP+/-60 psf.Outer lite FL16736 R1 AE DmEal3t PV! O 3-01 f ••"" In I.G.must be safety glazed when used above 30 ft.In Fl 16736 RS AE DuPont SGP A 1 -0624,Q2,Ddi* • • HVHZ.Glass complies to ASTM E1300-04. FL16736 R1 AE EvalReps',y(t/S•B69®(HS-8200Ak Ax63 "•'• • IMP).ndF ••v s• • ' FL16736 RS AE Ouanex(Mikronl_NDA 12-101�*01.�7df ••••• Created by Independent TWO pale es •• • s�eraa• • sack hlentt � • � U,::1940 North Monroe Streit.Tallahassee FL 3239D Phone,B5d-487-182 ' ' •• :•: O • The State of Florida Is all AA/EEO ampioyer.l:ceurMht 2W7-201_9 State of Florida.:: Under Floris law,enar addresses are public re®Ms.D you do not want your e-mail address released In response to a public-necards request.do not Mend eWdmnk mall to this entlty.Instead,contact the Were by phone or by traditional mall.If you have any questions,please contact 650.467.1395.°Parsrant to S-11on 455.275(1),Florida Statutes,aTeMw October 1,2012,licensees Ocansed under chapter 455,FS.must provide the Deparbnent with an errnt address if they have one.The emalls provided rnay be used for o8ldal communication with tet ORM.However email addresses are public record.IF you do not wish to vA*lr a personal address,please provide the DepartnMrd with an email address which can be made available to the public.To determine H you are a licenses under clepter 455,FS.,please c lck hap_ Product Approve!Accepts; NE SuMnINAM lair, mom hrip:!/www.floridabuilding.erg/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDqu8obl%2flZm6... 6/24!2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 869B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 11 l"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 61 G20-3.005(4). This product complies with the requirements of the 5d' 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-869B,signed and sealed by Lucas A.Turner,P.E. 3) 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 201,202,4203' `94,ASTM E 1886 `02/04/05,ASTM E 1996`04/06/09,and AAMA/WDMALCSA•. .... ••••;• 101/I.S.2/A440`08 •' . ; .•• • 4) Supplemental Calculations to support CWS-869B,signed and sealed by Lucas r Vurner, Installation: Units must be installed according to approval document CWS-869B. • • .... .... ..... ...... .. . ..... Limitations of Use: Thisproduct: • • May be used up to the sizes and daylight openings indicated in CWS-869B ...... • 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- 0• 0129.210,and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A. 11-0624.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.020 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 5`h Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. �1j%4111uifrq i �• RE�r �i No 58201 fiA�: 4/18/2015 Zo �9SrAa� of ;'+ Lucas A.Turner,P.E. '.0, -: .' �4 FL PE#58201 ID *iy'0XA%- Lucas A. Turner 2015-04-18 22:21-04:00 SURAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUDDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1��4 X74 15 RATED FOR WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS DEFINED IN ASTM E 1998 PER THE FSC. WWw.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 21 3.CONFIGURATIONS:*OX','W. 82W PVC HOM SLIDER 112114"MAX OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOAM BASED ON,TESTED PRESSURE AND 111°MAX I.WT INUM GLASS TABLES ASTM E-1300.84. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES 491 19' 24W ASTM E-1300.04. o Goss IXO aLAbS DLO A 5.ANCHORAGE THE 33114%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR DETAD.S. WINDLOAD DURATION FACTOR Q61.0 WAS USED FOR WOOD ANCHOR CALCULATIONS. S4 MAXI I S.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT I"i 0 OVEFIALLX I REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT FLANGE BUNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT HEIGHT I B M AGED PRIOR TO E)CPOSURE TO HURRICANE WINDS AND acc RAAX. i 55613/1r 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT n HEIGHT I /� GO as ivir I I X I USED AT FDCED MEETING RAR AND HEADISILLOLD c D D DLO S.SERIES J MODEL DESIGNATION Hs-8200. tt��55 s 69 9118• S 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: pta�pil MAXC X-OPERABLE SASH,O-FD(ED SASH SASH �,g`tgl'Ng10REfy�•i�, HEIGHT I I S 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ��Pr�� BG A►S��y,' t i D LOCATION. U t t < 9 pime Ne C S82D1 t si 11.EXTERNAL WEEP SLOT.11,V x 1'LOCATED a FROM BOTH ENDS. B*! * _ 2T 1IJ1 B° B C A S9'% STATE OF MAX.SA6FI WIDTH 'g�lcg 0 R 1 l•p•��@,'S Lucas A, y", MA1.`�`�� Tumer 4h;m.n" 2015-04-11 z;z_ 15:17-04:00 411112015 LUCAS A.TURNER,P.E. FL PE#88W1 1239~RA AVE. •• ••• • • • • • •• NORTH PORT,FL 34288 • • • • • • • • • PH.941-31574 • •• • • • • ••• • •• ••• •• • • • •• GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS...........I DATE: GLAZING DETAILS.............. ...........-........2 • TEF 10/11/13 SECTION VIEWS&GLAZING DETAILS....4 UNIT SIZE DESIQN6PR9SSUFjE STING ZWACT RATING FMV-- EXTRUSIONS&B.O.M..............................4 • IMHOR SCHEDULE&NOTE B................5 111"x 63" .+/-6Q . . . MISSILE IMPACT cws es9 a INSTALLATION DETAILS...........................0 SHEET 1:20 1 OF 0 • •• •• • • • •• •• ai t6TWETEUMU ,900 SW 44TH AYE. OCALA,FLORIDA 34474 W W W.CWS.CO 8200 PVC 718"OVERALL HORZ SURER 3MV ANNEALEDoRTEMPERED Mr OVERALL IMPACT 114°AIR SPADE 1/B'ANNEALED OR TEMPERED m a 7/16"LAMI 3W AIR SPAM �11 31,8'ANNEALED Idle•LAMI c .090 SENTRY GLASS IONOPLAW WIERLAYER 118°ANNEALED 3118•ANNEALED ,080 WPOW RI'S INTERLAYER 6 m N PURPECT GLAZE W 11W ANNEALED SIKAFLEX 552p 0 N N w ui PURFECT GLAZE•H• ¢ wtr 1 11T GLASS BITE SIKAFLE1t 5&2 iuL a p n 112^GLASS WE o 0 m <z Nk O tui Ne $8201 ''t`�s� *• z U �o: GLASS TYPE B 270• STATE OF FA SASH GLA95 FDCED{3L.AS3 �� 4/11/2015 LUCAS A.TURNER,P.E. FL PE#55201 1239 JABAFIA AVE. •• ••• • • • • • •• NORTH PORT,FL 34288 • • • • • • • • • PH.941-380-1574 • •• • • • • ••• • •• ••• •• • • • •• GLAZING DETAILS Dula By.. e • ••• • • •• • TEF 10/11/13 • • • • • • • • • • •• • • • • • • • • • • • CWS-S89 B • •• ••• • •• ••• ••• ••• SHEET 1:1 2 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR 1 Igor 49 1 1 1 IBM SW44THAVE, L� OCALA,R*nLDA 34474 W W W.CWS.CO 8200 PVC HORZ SLIDER IMPACT to a t 3 2 6 B 1 1 8 1 SECTION VIEW D-D G JAMB ROTARY LOCKS JAMB ROTARY LOCKS: SECTION VIEW B-B MAY BE SUBSTITUTED FOR JAMB 2 1 IMPACT LOCKS ON FLANGE UNITS. REOUFRED ON FIN UNITS. W ..7 uaP1g �� 0- 3137 w 2 1 ag HEAD IMPACT KOOK(TVP.) U 9 p O 1f � c0 Q Z i 4�Nn••yt i MOSPAN CF SAsHEs l Q�•�1PN, :�F+Tv�A"t�MS44a411 riv I N• Sam STATE OF 044 t � L�T�TaMN�ten�ri� 1 u- DmwN 4111/2015 NOTES: EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. 1 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS, FL PE#58201 B ONLY ROTARY LOCKS MUST BE USED IN STH 1239 JABARA AVE. 7 •• 90: • • JAMBS OF FAN UNITS. NORTH PORT.FL 34288 PH.941-M-1574 SHEET SECTION VIEWS DATE SECTION VIEW A-A ••• • 1T IMPItlg4D TEF 10/11/13 JAMI =A Y O�clltt LOCATK)NS r ••• i • • • • • h2Q• • • cwS-m B SECTION VIEVP C-C • •• • • • • • • • • ALTERNATE FIN FRAME ••• • • • . • SCALE: SHEET 12 30F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARIS LIST 3118' CORNER CONSTRUCTION RSA PART* DE�IUPi1ON VENDOR MAT011AL 3118" ��//��1►►f��jj�y 1 H-6049 Main Frame,SI-IrrM,Flange,PVC Mkmn PVC 3 t/8' tiUdbUti 2 KIM Fixed�I,Hww Duty,AWminum Kayrnalk Akrm 1 2 1900 SW 44TH AVE.wwMXv=nMfl 3 5- 77 COker,HD Fixed Rag,PVC Mkmn PVC 1900 3I "THA E. 5 P-4838 98 x 2112"Ph Mal TntSa type A TE ch Stent 21111107 1n� 3�iG v7G 1 7l6' 1116' C ALA,FL.CC 34474 6 P3342 Seam 3�Ier,31+Ih55D4 Schrl� Silkxxm I 7 5-1776 RallerTeack K ark Akan L CORNER WELD 8 5-8013 Sween Adapter,Jamb,PVC Mikion PVC L (ALLSIDES) am PVC 9 5.6014 Screen Adapter,Head&SRI,PVC Mikmn PVC PVC FRAME FLANGE-am HD MTG RAIL-1681 t� HORM SLIDER 10 P-4479 Weep Cater Md Flap M&M Nylon PVC FRAME Fw-6046 IMPACT T 11 2-Bt184 Glaring Bead MQtron PVC 6 12 H4050 Sash Melaing Rall,PVC MQaon PVC h-2311s• t 18/16^ 13116' 5 us v 1 r-2311(r i3 Ft3051 Sash Pull Rall,PVC Nlgvan PVC 1 � 3 0 14 H4= Saah TOp/Bot.F�ff,PVC Mikron PVC 1 81A 1 erre- t 6!!� 15 1+1497 Relnf.Sash Most Rag Kelmnark Alum I t cdis• g 1/18• .fl` 1116' 1/tB' 1118' 2 lif m 16 1.1498 Fte611orcemeerh,Sash,Side Ran Keymark Alum 17 1+1699 RelManxtment,Sash Pug RagZ Keymark Alum PVC SASH MTG.RAIL-6= PVC SASH BIDE RAIL-6061 PVC SASF1 TOP/81TA RA4-6= PVC HD MIO RAIL COER-8077V 1$ P-9428 W stp.,0.270 x.187 beak FlnSeal, lAtrcab FIXED)M NO RAIL 19 P-SM Lock, D 3/18• BCREWED TOL3ETHER WrIH Impact PVC brtetaclk OLTERFR� C > 20 P-4051 k8 11 114-Ph Flat Tek,Wirt. Fasteral Stem 1 10 01:6 21 P-40M Keeper.bnpact,PVC Interlock FEE 22 P-3639 98 x XV Square PH Tek,Whl. Fasterlal SteelI �'-��-y� 314^ k 23 P-4958 Rotary Lock Irdedoolt f 19ne' 0 24 P 832 x 12'Batrei Fastener k6etltrck 1116° 11116• 25 P-49S2 Keeper,Rotary Lack interlock 7� 1/18" SASH MM RAIL-1497 m 4 Z 28 P-4779 PAIIar,Tandem M&M Nylon PLAN VIEW-1889 SASH REM.-189927 P-3541 08 x 1/r 4{llifat!!!1 Quad PH TEK 2 21rno Fastenel Steel HEAD IMPACT HOOK-1999 s11s• �� 7119- 11/4• 'e+v~' 26 GLASS SEE SHEETrVh�'4 CARDINAL GLASSe• r �`•T,, � � �gt•.; �,ni 29 Pnatect Glaze'H"orBgkagex 552 Henke1180ca Stllaorle O -{� �� :a? Ne 513201 P 30 3 8 Set.Berk.,85 Dns.,118'x 7/8^x 2^Lg. Frank Larne Fuer 8. t ►-1118 1118• '* 31 P3218 Screen Frame AVmstai Ra9Farm )" S.R.R MS.R.-1498 g• .Q 8 ROLLER TRACK-1778 S�}ti STATE OF ttrttC 32 P4734 Scresn�arnerKey Allmetal Nylon ZOT VL 33 P4755 Saeed Caner Key vdSalaty Tab Allmedal Mibn PANEL IMPACT CATCH 2000 U4^ 11 x718•y '1��8�,'t�� `�,•` PLAN VIEW-21100I y NIt4 34 P3tPL9 Sween Pug tab Skmkmft 7/8^ _ � �Ofj lfnN 35 P-M Screen Spring 38 P 3228 Screen Spline Fla.Dam O 0 Sr18° PtACGtAZE6EAD-8084 Inc 4/71f2015 37 P T/2 SCWn C1lah,I'MmVises GLAZE BEAD-11 t2 40 P-3113 Screw Support,PVC Team Plastics Rubber LIMAS A.TURNER,P.E. 41 P-3762 Cap PhgL1Y2"Hole M&yl I �i�+ itr it/8•-{ FLPE#58201 un •• 0041 • • • • fe �� I o 9� 15116' 1239 JABARA AVE 42 31577 Impact Hack,Frame,Jamb Keymark Atan • • • NORTH PORT,FL 34288 43 S-1112 ReMlara9ment,Heed,Jamb K mark Alum • • • •7/!F vts' PH.941-3561574 • •• • • • •. 1118 44 5-2DPVC SMEEN CATCH-6013 1/1G 00 tmpBctCftmnnel,9ash Keymmk Alum • • PVCANT4UFT-Bp08 45 P3748 N8 X 5✓8 Ph FH TEK,Zirx,Painted Aj- steel MAN WE**7677 •• • ALUM SRBF17t&ACT HOOK-1677 46 5-1999 Impact Hock,Frame, Keymmk Alnm1 .----3, �� t tt8^y KU AND EXTRUSIONS Flaad y18• f —.I 47 WSD48 Main Frame,SINHIS,Fin,PVC Mikmn PVC �I I 1� 9 nRA RIK: 48 S4= Roger Mack,PVC,(Anti-1111) Micron PVC PVC ••• •i• ••• r • 1/16' TEF 10/11/13 49 P32W Lack,brtpact,PVC,w/FIIRMF Interlock • • • • ♦ • SCI& VSUF* -3113 PVC SCREEN SUPPORT-5114 _ •• • i 50 P�730 x 1/2"Ph Mod Truss TEK Fastens] DIVE ITEMS NOT U>�• •:• •• EX•• i • : i i i CWS4389 B 14,38-39 NOTE:ALL TRUSIONS ARE ALUMINUM=3-TS UNLESS OTHERWISE NOTED. SHEET 1:2 40FH ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • (TYP.) 1904 SW 44TH AVE. B"MAX(1Yp.) 31('IYP.)-moi }.to 1Q.I y SEE NOTE 2 'r MAX( !-^� F---�B"MAX O.Q(iYP,I OCALA.FLORIDA 34474 6"MAX.fTYP.) I � 1 i 4"MAX(IYP.)�I f I WWW.CwS.CC INSTALLATTONPdC ANCHOR Mm) 8200 r HORZ"SLIDER MAX O.C. IMPACT 1r �•) Max oc. X O X mP) X O x go a W W K ANCHOR LAYOUT-(FLANGEA ANCHOR LAYOUT•(FW) O a Nil � w u 00 � o maZ stire� " N• 58241 S ,9: NOTES: S9O STATE OF :�fuy► 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION 991 ANCHOR SPACING SAME A6 HEAD. *�,�;(l��%{�a R t0 h 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 1tl6'IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4111/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT W RH PRESSURE TREATED WOOD MUST LUCAS A TURNER P.E. BE PROTECTED TO PREVENT REACTION. FL PE 4 TURNER 1239 JABARA AVE. 5 INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATISN IN •STRUGWMO S.&ND•••�40T BE USED IN SLISSTRATES WITH STRENGTHS LESS THAN THE MWJMUM NORTH PORT,FL 34289 SPECIFIED IN TABLE 1,SHEET S. PH.941-380-1574 • •• • • • • ••• • S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR BTUCf:O. FOR CONC.E /C�AyZ1p� lftT g f BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE �I : INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY OrCWDE BUi DO NOT REQURE 00 BUCKS TH P AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FPR MAS,0r1RY.I-FOR WOOD AND METAL WN KY00 0 : S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNFZ BfTHE i REQT�1 E� TEF 10/11/13 SUBSTRATES SHALL MEET THE MINIM1AUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,8HE I EER /�INSTALLED TO TRANSFER WIND LOADS TOTHE STRUCTUFIF, r iL6 C�fE A�II7 M1�¢O�RY•411A 6 QaAY NOT BE CRACKED. CWS 889 B • •• • • • • • • • • 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHAB.6E DONE BY OTHERS FOLLOWMKI TME CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS),FMAtAAMA 200(FLANGE WINDOWS).FMAlWDMA 250(BOX WINDOWS),FMNAAMAMDMA 300(EXTERIOR DOORS) SHEET 1 25 5 OF 8 • • • • • • • • • • • •• •• • • • •• •• MN.EM TYPICAL HEAD ANCHORAGE AB EDMENT SEE 8EE TABLE t SUBSTRATE MIN.EDGE DIST. IW MAX SHAW SEMI MIN.EDGE DIST. SUBSTRATE WRyDOW SYST�'b;s SEE TABLE 1 SEE TABLE 1 BY OTHERS 1800 SW 44TH AVE. SUBSTRATE BY OTHERSFE TABLE 1 WWw.�SORRI 34474 SEE TABLE I1f4'MAXPA4X.SHRA MIN.EMBEDMENT MIN.EDGE our. PERIMETER SEALANT SEE TATTLE 1 SEE TABLE i BY INSTALLER INSTALLATION ANCHOR SSD PVL+ INSIDE AND OUT BEE TABLE 1 am SLIDER SEALANT BEHIND IMPACT PALM.Ete16EDlAENT FLANGE BY INSTALLER 114'MAX SHIM SEE TABLE t ut v PERIMETER SEALANT PERO,AEIER SEALANT BY INSTALIEA Q BY BNSTA!I Fp MME AND OUT O PUDE AND OUT INSTALLATION ANCHOR 9C W INSTALLATION ANCHOR ��BEHIND SEE TABLE 1 SEE TABLE 1 m E BY BNSTALLER SEALANT BEHIND B HORRONTALSECTION � TALLER C ' HORIZONTAL SgCTtON 1g� 6 TYPICAL JAMB ANCHORAGE a TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FLM INSTALLATION 93 � 9 ¢ Icy I d 11b`MAX SHAT � SEALANT BEHIND FLANGE BY INSTALLER 31 C PERIMETER SEALANT MIN.oWBEDIAFNT m Q IN IDEINSAN LER ,��.SSSRE•W'V�� ONSIDE AND OUT SEE TABLE t _9,ph►n9y�(l.�f SEE SUBSTRATE BY OTHERS `01? Ne al Now MIN.EDGE DIST. ;S * i*' E TABLE 1 A vERTICALSECTION STATE OF OF x1,411 8 TYP[CALBILLANCHORAGE TABLE 1:APPROVED INSTALLATION FASTEN= 41111201$ FRAlAE LUCAS A.TURNER,P.E. WFC—FE-TE(20 KSI MIN.) 311IF R1W TAPCON 1-1f2' 1- FL PE 8 58201 PERIMETER SEALANT 1238 JABARA AVE • :P BY tlElfALLER NORTH PORT,FL 3428$ FLANGE CONCRETE(P-BS KSI MIN.) 9118'ELCO IATRAOON •1• •h• • • i i JOE AND OUT RT POW,F 574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3116'ELCOUL7RACON 1_/� • /�D� HOq¢ONTALSECTp�Ld _ 3118' •• i•i ••• `J HEAD AND SILL BOX FRAME SIMILAR FOR BOX INSTALLATION LATION FLANGE 2X MON.SOUTHERN PINE p o.W OR ELCO ULTRACCNJ 1-1lB° INSTALLATION DETAILS RANQE 2XMIJ.30UTHERN POVE(0.0.5b� n10 WOOD SCREW 1.IB' 716' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 16 GAUGE(0.0809 MPJ.STEEL STUD #1018 FtlLT1 KWIC FI EXOR RW FIN)L THJ • • UP•�O ANS INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: Y` (33 KSI YIELD MPJ) TEKS BELF43RU-NO SCREW •IHAU O OtPD • ��i • • • TEF 10/11/13 RANGE Mlr— tB'ALUM•(BQ83.71f MNV j OR 010 CiRAOE S SELF TAPPM 1 ••MINZM:FUU OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED F NEW- 1f8'STEEL(33 KSI MIN.) DRaLIM1R4 SCREW •�6• • • • PMSIBE AND OUT.FULL PERIMETER,BY INSTALLER. FIN MPd.SOlfIFIERN THAU 0.law • • • •. ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS `S�0 B (�• ) "WOOD SCREW 1/2' 112• FOR FLANGE WINDOWS. SHEET 12 SOF6 0 see ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • •