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WS-16-741 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-255260 PermitNumber: WS-3-16-741 Scheduled Inspection Date:April 06,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner. FARINA,JOHN Work Classification: Window/Door Replacement Job Address:82 NW 100 Terrace Miami Shores,FL Phone Number Parcel Number 1131010180360 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 13 WINDOWS WITH IMPACT SIZE FOR SIZE. infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-Inspection fee is paid. April 05,2016 For Inspections please call: (305)762-4949 Page 20 of 45 Miami Shores Village F :;•3 10050 N.E.2nd Avenue NW ' ••� Miami Shores,FL 33138-0000 Phone: (305)795-2204 � k � e � r Expiration: 0912712016 Project Address Parcel Number Applicant 82 NW 100 Terrace 1131010180360 JOHN FARINA Miami Shores, FL Block: Lot: Owner Information Address Phone Am n _ tlYOe Cell-._4 . ... JOHN FARINA 82 NW 100 TERR MIAMI SHORES FL 33150-1208 Contractor(s) Phone Cell Phone Valuation: $ 15,000.00 FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 0 Type of Work:REPLACE 13 WINDOWS WITH IMPACT SIZE i Available Inspections: No of Openings:13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building i Fees Due Amount Pay Date Pay Type Amit Paid Amt Due CCF $9.00 Invoice# WS-3-16-59094 DBPR Fee $3.45 03/22/2016 Check#:22230 $50.00 $225.90 DCA Fee $3.45 Education Surcharge $3.00 03/31/2016 Credit Card $225.90 $0.00 Permit Fee $230.00 Scanning Fee $15.00 Technology Fee $12.00 Total: $275.90 In consideration of the issuance to me of this permit, I agree to perform ;he ..,aro- nwpraA hmrPimder i^ rnmFUiince with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the prol er authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done b either mylel, my agent, servants, or mplc-yes I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOW ,DOORS,ROOFING and SWIMMING POOL wo c. OWNERS AFFIDAVIT: I certify that all the foregoing info 0 accurate and Itat all work will be done in corn diance with all applicable laws regulating construction and zoning. Futhermore.I authorize er tele the work stated. Mar :h 31,2016 Authorized Signature:Owner / Applicant / Contractor / Agen,- ate Building Department Copy March 31,2016 Miami Shores VillagecOM - M � 0 Building Department R 22 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 T FBC 20 ( q BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. 0 BUILDING ❑ ELECTRIC ❑ ROOFING REVISION EXTENSION RENEWAL ❑PLUMBING [:] MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 62 WW 100 fie' City' Miami Shores County: Miami Dade Zip: 3,5150 Folio/Parcel#: I 101• 0 115'- a3(00 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): .J0 0I J F-Ael iJQ Phone#: Address: $2 WW 1 W T--Q. City: ml bm 5i-iCek--5 State: FL Zip: 33150 Tenant/Lessee Name: N/A Phone#:NIA Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration M CGCO61890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit:$ 1S,ODO• Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: REPLACE 13 Wl i MU)-S lus I p' 4U-• 51U--- FCL.' 517.E Specify color of color thru tile: (� Submittal Fee$ Permit Fee$ - ` 0 CCF$ 9 ' CO/CC$ Scanning Fee$ Radon Fee$ 3 ' 1413 DBPR$ • 45 Notary$ Technology Fee! Training/Education Fee$ ' Q Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) ` Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A city N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A city N/A State N/A Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a d copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven ( days iter the building permit is issued. In the absence of such posted notice, the inspection will not be approved an a reins ction a will be charged. Signature �` Signatur OWNER AGENT CONTRACTOR The for oin instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I day of 20 40 ,by 18 day of Ae .20 by J01-1W f--AV-1 WA who is personally known to u--A-4NtE- 1* BUIFNIOr-,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and w did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign• Sign: Print: 41041aPrint: Seal: P"to -N'% ANTONIO HERNANDEZ Seal: * * MY Cr;.'-MISSION#FF 164915 AEXPIRES:October 1,2018 �j°'FoRr�.o�`�OP BondedThru WONotarySerft APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/summary� . OFFICE OF THE PROPERTYAPPRAISER Summary Report Generated On:3/9/2016 Property Information Folio: 11-3101-018-0360 Property Address: 82 NW 100 TER Miami Shores,FL 33150-1208 Owner JOHN C FARINA OTH TER,` Mailing Address 82 NW 100 TERR 0 MIAMI SHORES,FL 33150-1208 Primary Zone 0800 SGL FAMILY-1701-1900 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT - Beds/Baths I Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,160 Sq.Ft Living Area 1,534 Sq.Ft Adjusted Area 1,885 Sq.Ft Taxable Value Information Lot Size 9,720 Sq.Ft Year Built 1947 County 2015 2014 2013 Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value $54,002 $53,177 $51,653 Land Value $158,125 $131,366 $87,577 School Board Building Value $131,196 $127,803 $127,901 Exemption Value $25,000 $25,000 $25,000 XF Value $0 $0 $0 Taxable Value $79,002 $78,177 $76,653 Market Value 1 $289,321 $259,169 $215,478 city Assessed Value $104,002 $103,177 $101,653 Exemption Value $50,000 $50,000 $50,000 Taxable Value $54,002 $53,177 $51,653 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Save Our Homes AssessmentTaxable Value $54,002 $53,177 $51,653 Cap Reduction $185,319 $155,992 $113,825 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 04/01/1985 $76,000 12480-2290 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 11/01/1977 $42,500 09873-1609 Sales which are qualified Board,City,Regional). 12/01/1971 $28,500 00000-00000 Sales which are qualified Short Legal Description 1 5341 NAVARRO SUB PB 12-59 W1/2 LOT 5&ALL LOT 6&E15FT LOT 7 BILK 4 LOT SIZE IRREGULAR The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Mami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: 1 of 1 3/9/2016 5:11 PM IRECEIVEDi R 2 2016 5 IT 4 ® ; a Spedak 9 Cowlants,ha. a6t a 5 1599 81N 30 Avame,Sufte 020 •'` ��' Dada th+oaad 1'aim a a BoyNon Beach.FL 334328 Risk Cat.l I65 136 Low riA to), sbais 5 FL CA 0009217 Risk Cat.2 173 t70 170 FemO ltesidehheea ^1•oq $a Risk Cc.3&4 1 186 1 180 1 180 1 F-CaU FamiWae P:=q h-� GCp 1 Charts Pravkb vkui wessures based on the ren row bekft And sia0 not mined wo. 2are 1a an er�aed ahu0ere a ober radatu ceProtection rogwrom. V(mph) M 1620 FBC fa HVH4.aaFi8.26.5-ta 3 l aha0 delerrMaBa rtasn roof Eeve a(toof PeaM Risk Cd*" H T"i.5-1,1 2 4 End zone dbWm is 0a team of 1096 afkngth,10%ofWft or 40%of 8a mean roof how ami eat teas San Tor F*q- C 8eciae26.7 5 0W%ofa contponent IsIne pwftutw zone then OW contmtentis=mNeredtobeInzone vftto ofthe wea.ffmiesdanable San place tnZone 5 Kd 0.83 T"26.64.pe o 250 6 Each cornPoitertwWomdoor,muMea hasaWbutwareathatis area to be used.Area of to rouMsd down MOW not be lase San lost. YA tF*urc 26.8-1,pegr 252 7 For NOA's tlal a Kd-1.0 then the vskm He ted herein 1.1& ()Cpi 0.18 .0.18 0.55 8 YY1nd e9sae6 are based on AOowable stress pitch afroof 3112 14.0 dagoas 8 pressums Wad herein are vaW for Expomues 8 ant!C and ampostue D.(nm roof heW W) t hce 14.Odegaes 10 Charts ami vahes Ind herein we aftv@W who sbwd,dated and sealed PE 058214 of Mark LeBlene,PE 035M orAdmn D.Leglam PE077012 11 YAW design are In accordance winASCE 7-10 Method No eduadonla taken faa a1opw Im than 10 Amaefcomponcut Area of Arae ofoomponew Amofoomponent Am ofempponout Am ofamuponout Amedommment Ameof Area' Arced• Aof 10.0 sr 15.0sr 20.0sf 25.0 sf 30.0sf 35.0 of 40.0ar 45.04 50.0 SS.O sf rea 60.0, Meso Roof 4 Zone 5 L Zone4 zone 5 Zone 4 zone 5 Zom 4 Zone 5 Zone 4 Zorm 5 ZWW4 zone S Zom 4 zww 5 ZWW4 Zone 5 Zone 4 zone 5 Zom 4 zone 5 Zone 4 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 t 5 -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 -50.3 1 41.6 49.7 1 41.1 48.9 1 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 3S.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 Al 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 43.7 -56.4 44.4 -54.0 -43.9 -53.2 43.5 -32.4 43.1 -51.4 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 -34.3 -44.4 1 -53.7 44.0 1 -52.9 43.6 1 -52.1 43.1 1 -51.3 -427 -50.3 42.3 49.7 41.8 48.9 41.4 48.1 41.0 -47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 -43.3 -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 48.5 -41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 1 47.1 -58.1 45.8 -53.6 45.3 -54.8 44.9 -54.0 44.4 -53.2 44.0 -52.3 1 -43.6 -51.5 1 43.1 -50.7 1 -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 -43.7 --44.4 -52.8 -44.0 -32.0 43.5 -51.2 -43.1 -50.3 1 -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 1 -55.8 45.7 1 -55.0 45.3 1 -54.1 -44.8 -53.3 44.4 -52.5 43.9 -51.6 -43.5 -50.8 43.0 49.9 32.6 49.1 44.6 44.6 43.2 43.2 42.7 42.74-2 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 42.9 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 42.6 421 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 1 47.4 -57.6 47.0 -56.8 46.5 -53.9 -46.0 -55.1 1 -45.6 -54.2 1 -45.1 -53.4 1 -44.7 -52.5 1 442 -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.S 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.S -53.8 5.0 -52.9 -44.6 -52.0 1 -44.1 -51.2 43.6 -SO.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 • 41. .3• •4►3 0 •40.6 40.8 40.4 40.4 39.9 39.9 28 49.5 •61.2 48.2 -58.5 47.7 -57.7 47.2 1 -56.8 46.8 -45.9 46.3 -55.1 44.8• -54.2 45!40 0-0.3 0 -52.4 44.4 -51.6Me 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 •42.1 .6• •4106 • 941.1 41.1 40.7 40.7 2 47.6 -57.2 47.1 -56.3 -46.6 -55.5 46.2 • -54.00 4" 053.7 • 045.9• -52.8 44.8 -S � =51.1 a 0000 PJW rr1900 e9IW1i ago 1 44.4 1 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 I ••4e. CoA•• •�9 00 17� 47.9 -57.6 47.4 -56.8 47.0 55.9 46.5 55.01 46.0 -54.1 1 45.6 -53.2 45.100 APPROVED BY DATE .'• ':' ": ": .•• ••• „4;' No 77012 , ±, ZONING DEPT _ • •• • • • • • • BLDG DEPT $T OF CITY ••• • • • • ••. . • •40 f� ••��/�: SUBJECT TO COMPLIANCE WITH ALL FEDERAL • • • • • • • • • • �� S ''••••••• � �� STATE AND COUNTY RULES AND REGULATIONSCOP ••• •• •• ••• ••• •• •• 1`►,t ,,,, �� fA5 -744 � MIAMI SHORES BUILDING DEPARTMENT . PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address.82 NW 100 TER MIAMI SHORES FL 33150 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOW FL16736.2 +60.0 -60.0 +40.1 -43.4 1101/4 x 62 NO NO YES 2 FL16736.1 521/8 x 491/4 1• 3 1� 36 x 49 3/4 4 FL16177.1 +70.0 -70.0 36 x 25 .�. .� .�. 5 FL6890.1 +675 -67.5 J, J, 36 x 491/4 .�. .� .�. 6 FL16736.1 +60.0 -60.0 -53.6 1 35 3/8 x 611/2 y J• J, 7 72 3/4 x 611/2 y J• J• 8 -43.4 72 7/8 x 611/2 y J• J, 9 -53.6 72 3/4 x 611/2 J• J• J, 10 1. 35 3/8 x 611/2 11 FL16177.1 +70.0 70.0 -43.4 36 x 25 12 -53.6 181/8 x 37 3/8 .�. .�. .�. 13 -43.4 36 x 37 3/8 .. ... . . . . . .. 00 see 00 0 . .. . . . ... . . •. •:0 • •• . . . . . . 000 •• . . . . . • FHA - DIAGRAM SHEET swde>r:� M DATL IFa eo:•:�azaf;s.�•+� �� pI mN FHA LEAD NUMBER TYPE OF PROPERLY ROOF HEWW FLOM NULMM TOTAL B OF FLOORS FA�2.TivA 31�E3P�3 ,rlot�se. -71 - _�•i __-_+ -�—r-T'-j_yam.._.� ..-.... _. .._ ._.-. __-._'. -.� -.i__• -"f 4_. .___"T__�- '�.•_.r._« _�-..- __-_ ....•• -� _ .. _L.... .ice_.--•-�-•�-�----r-?_-"_' •a�• .1_..."[_• _L-----^-' '.� _"-'..`-.-._.... 1• � .rte i � _ ' — —� _tll�� M A......-� i -mer-- - -----•---''__. ~.»_ -. -r•• -i fi'._ i f a. --•7•-j tt, :-_- •'•i .i -• ..1 -' --r_.i-mss.-_.._. _.i•__' _•-- --. _s-.... :_ yx= • •i � i-••-r-� % •w i ._ - ». -_—•-- •f •� III •ice`"- ��' � �•• -; ,..._. ..- - i .._;" ..i — ! t .._..�...� -- i i - Florida Building Code Online Page 1 of 2 l acs Hone I Lw m I u�r a•oe nMm I Wt T•PkX I SAAR Staftme area a Facke PUwi�k'.M I WOW) I 0 75�W Mr1 I «h s I SW rO Bus'ne�s `� PrOlesSi al P1Y0M:"Ic"p`°"�" mea:Fit us•r Regulation >PtDduftzrADnU0Wn fiffiMh>Ajm1h=Wq >APPIUBUM WIN FL �ss90-Rs Application Type Revision Code Version 2014 Applkatlon Status Approved Comments 0000 ArchWed ❑ • • • • • • � 6666 6666•• • Product Manufadvrer Custom Window Systems Inc. •••:•• •••••0 ••••i• Address/Phone/Email 1900 SW 44th Avenue •••••• • Ocala FL 34474 • • 6666 •0 • 6666•• (352)358-5422 •0000 • • • • • skoweews cc9 •• ••••• • 60.90• •0 • • • • • • � •99.6 Authorized Signature Koss Erin •6 •• • •• •9•••• akoss6cws.ac •••••• • • Technical Representative Erin Koss • :006:• •••••• Address,/Phone/EmaO 1900 SW 44th Ave. •6••6•• • Ocala,FL 34474 • 6 • • ••••: (352)368-6922 Ext 291 •• • skass@cw&m Quality Assurance Representative Jay Lathrop Address/Phone/Emal 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 )lathrop�cws.cc Category Wbtdows Subcategory Casement Compliance Method Evaluation Report from a Florida Reghftred Architect Or 4 Ucensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida Ucanse PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.With,PE Fd Validation Checklist-Hardcopy Received Certificate of Independence &W90 R5 COI Evali eo GWS-1610(GA-8400 IMP)odf Referenced Standard and Year(of Standard) standw d YAW AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E130D-04 2004 ASTM E1866-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/priir app dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 6/24/2015 Florida Building Code Online Page 2 of 2 Smtlons from the Code Product Approval Method Method 1 Option D Data Submitted 04/20/2015 Data Validated 04/21/2015 Date Pending FOC Approval 04/23/2015 Date Approved 06/23/2015 Sumarary of Products t68alls"of Model,Number or Name Description 90.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. 0410.use Inetaltetion Instructions • • • • Approved for use In HVHZt Yes .... •••••• Approved for use outside HVHZ:Yes Verified By:Lues A.Turner S82fff • • • • impact Resistants Yes Created by Independent Third Perbyblfes ••'•: •• Design Pressure:+67.5/-67.5 Evallsted0in Reports • "•"• Others 8400 Vinyl Casement:,Large Missile,DP=+/-67.5 FL6890 RS AE O tnt PVS NdAMbS 27.ndf ' • � psf,Max.size 37°X 72'.Outer lite In I.G.to be fully - :***a • tempered when used 30 ft.above grade In HVHZ.Glass FL6890 R5 AE Ouanetc ikro WCIA 32-1017•02rndf• • compiles with ASTM E1300-04. Created by Independent Third arty.Yes —moi ••••• • • • • •• ••••• •• •• • •• back ® •••••• • • • • • The SAN or Florida is an AAjl0 anVkW.1 a d Florida.::Prhowy Shahicneot::AccessibIffly Stabeffleag • • •• • Under Florida lax,emu addresses aro pubik reare0s.if you do rot wat vow anroli address relied In response t•a publicrec rds request,do not assd ekobwsk reap to tlmia entkr•hoebstd,OOtha otgce by pfmmre or br tradRlonst mmrer.ff yea have arw gaestloes,pl�e9 emst�t BS0.467.iS9'3.wurauasq m Serxbms 455.775(1),Florida Slab+tea,etiteeNvee October 1,7417,I enseas smnsed water Chapter 45%F.S.mist provide the Departmmit oath an smog address r afar have one.The armalh provded maybe weed fart> 011 aosnnmlmti-w$h the 1 .Hoaever smalladdrea w arepulik record.Ryna da not wids m 00*a p•reasal 40=6 please ptavbte t}re Deparborent with an=addrees wldds can be rtmedo available to the public.To deteradne M you are a Iloensae smdW Chapter 455.F.S.,phrase cft hEL, Product Approval Aaaelidw ® ® ituaw http://www.floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtl)qu4Bg7NfwGgn... 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 161C April 18,2015 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72" unit size with HS laminated glass,or 37"x 63"unit size with annealed laminated glass 1Vlanufadurer. Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the. .• Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The prpdu ct tesdug..• •• standards performed are outlined below. •• 0 0 •• 666666 • 6666 6666.. Technical Documentation: •6 6••• • 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Post,•??% :00 • :9096: 2) Approval drawing CWS-161C,signed and sealed by Lucas A.Turner,P.E. •.•0 6 •• 6666. 3) Test Reports NCTL-210-3673-1,-IA,-2,-2A,and NCTL-210-3674-1,-IA,-2j,*4 • nom :•. •• 60:600 National Certified Testing Laboratories,Orlando,FL signed and sealed by Gepl•. errant P.1;' •••••• a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 1 I I/I SA440- • 2005,and ASTM E 1866/1996 2002/2005 066:6 ••••:• 4) Supplemental Calculations to support CWS-161C,signed and sealed by Lutes Ar' IMer, Installation: Units must be installed according to approval document CWS-161C. Limitations of Use: This product: • May be used in X config.in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard,-air- 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard,-air- I/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30 ft of grade • Requires max.glass daylight sizes as shown in CWS-161C • Achieves design pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 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. 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 DREI+y i� No 5=1 .�$ 4/18/2015 Lucas A.Turner,P.E. ' STATE OF ..41 FL PE#58201 t Lucas A.Tumer 2015-04-20 11:59-04:00 ttMost t+ I ASEMENT- LARGE MISSILE IMPACT I.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED womwmnm TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 190D OW 44TH AVE. 38IW EDmONINCLUDING THE HIGH VELOCITY HURRICANE ZONE"M00"FLORIDA 94474 MAX OVERALL 38 AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE A8 RI FLANGE WIDTH OVERALL uPLANGE WIDTH DEFINED IN ASTM E 1886 PER THE FBC. SPIT DTH LwrvmTH 2 GLAZING OPTIONS:(SEE SHEET 4) ww PVC MAX 8 1 WIDTH MAX:A SH WmTN &CONFIGURATIONS:ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR C' NT RIGHT. NPACT ( 4.DESIGN PRESSURES. i I ————— —— NEGATIVE DELI LOADS BASED ON TESTED PRESSURE AND 1p" GLASS TABLES ASTM E-130049 r n -POSITNE DESIGN LOADS BASED ON TESTED PRESS IRE,WATER a MIFILTRATM TEST PRESSURE AND GLAB$TASLM ASTM E-1900-04. LU 11.1 FLANGE i I ( I 6.ANCHORAGE:THE 331/396 STRESS INCREASE HAS NOT BEEN USED IN HEIGHT I 041A4' I THE DESIGN OFTHIS PRODUCT.SEE SHEET a FOR INSTALLATION ( I MAX I DETAIL WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD g Z OVERALL. g I I $ ANCHOR CALCULATIONS. IC o I I FLANGE T I ` I S.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT RECAMED. s Tz' I X IEA gr 83' I I I u ttP 7.ALL FRAMES AND VENTS FULLY WELDED. GLASS RIAX H II �O �Hr I � s' i DoLO� &SERIES=DEL DESIGNATION CA-8400. i IB I / I B.X-OP SASON STANDS FOR THE FOLLOWING: o m a MAX I CSAGHI I 10.SECTION CALLOUTS APPLY TO ALL ELEVATION MIA SIMILAR GASH I ` iI C i �J►.rTI��B82W LOCATION. �Ly¢D�1rG 't _ I I Lucas A.Tumer STATE 4F lid 2015-04-18 0 ,1%a 22:00-04:00 �.�°�'`g .°.Ric e►` mix OL40 M.0 oil e RIGHT HINGED-SHOWN Y 2-1 QLASSIDLO LEFT HINGED-SHOWN LEFrHMM-OPPOM 4/181`2015 R=fr HNGED•OPPOSITE LUCAS A.TURNER.P.E. FL PE i 58201 •• ••• • •• 12M JABARA AVE • • • • • NORTH PORT.FL 34288 • • • • • • • • • PH.841-38045!4 • •• • • • • ••• • NOTES TABLE OF CONTENTS LOCATION MAX. LJNrr SIZE DESIGN PRESSURE RATING IM TING a pLvAt S AM GENERAL.NOTES 8 ELEVATIONS-1 NQbWLBW MAWN Or DAM' S7"X�" 67..x! • • ••• • • ADE OS/05/D7 GLAZING DETAILS............_..._............2aRC EKTRUSIONS 8ECTION vll�a&ILO..__.....-......_._...a _ L40E IW�S�!° f-pPACT A �H IIOE 8 NaTEB» 8 37"X 72" • • • i • • • • • CWS-181 C nTALLAnoN +/-67.5 PS • • :•• • • SHEET 10F8 ••• • • • • ••• • • 1900 MV 44TH AVE OGALA.FLORIDA 34474 www.OIVS.CC 8400 PVC CANT MAPACr 7W OVERALL 7A1.OVERALL F .. ttr ANNEALED orTEAiPERED 1AY HEAT STRENHTHENEDorTBAPERED r TJ18'A9t SPACE 7118"AIR SPACE w�w alis LAMINATED MAN 8/18'LAMINATED CLAS$ r a 4a m -1 r ANNEALED lir HEAT STRENGTHENED t� O DUPONT Pa 8dTH1UlY6R ,098 DUPONT m 14%7""M 1AP"EALED 118'HEAT STRENGTHENED ty SQWFLEt(8820Rjr S0(AFLEx582OR _ PURFEOT GLAZE"W I PLwdgw GLAZE W tC 1AT"QLA9SertE 112°GLASSSTTE i U to Q 4 ERE�v U D &\STATE OF 7 a � R k t3LASS TYPE A GLASS TYPE B �h�p jp� 411812015 LUOA8 A.TURNER,P.E. FL PES S=1 1230 JABARA AYE. •• ••• • • NORTH PORT,FL • i i • • • ••• PH.841 -1574 •• •.• •• .• ••• GLAZING DETAILS ROM W. • •.• ADE 05/05107 • . r SP.E !wC POS.DP i3LA3S lYP 0. •• arxsx • +67.5 A CWS-161 C ••• • • • •3T x • • +67.5 B0_0 SHEET • 1:1 20F8 IaW SW 441H AVE. INTERIOR OCALA.R MDA a4t74 WWW.Cws= 8400 PVC 1 CiASEMEW IMPAM ww .. 4 w a e 1 a u' RS� a SEMON VIEW 8.0 g Z e c to INTERIOR v m a t�' .�tioeas�� F N• 58201 p srATrs oa fly,, 4I�8 Al- 7 - 7 I` 41111=5 8 LUCAS A.TURNER,A.E. IMMUM FL PE i 58201 2 F9 000 • • • • •• 1239JA9ARAAVE. • • • • • • • • • • NORTH PORT,FL 34289 • • •• • • • • • PH.941 .1874 • •• • • • • ••• • SECTION VIEW A-A •• 00# •• • • • •• ALTERNATE FIN FRAkAE SECTION VIEWS • ••• ••• ••• • • • • • • • • • • • ADF Maw MMAS Wr M40WN FOR CLAWrY- •i i• • i • i • • ••i i G -.- p C 14,18-17,1&20,a 27.,%34,37-M,42,4448,80 •• • • • ••• • SHEET t� 3OF8 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • moi_i 10 L J,Fat I el gi�j Bar,"(0. "Nor LI-7 L11 4 11.1=T "z1-q L j Wl'i A 4 jP It1 a143d.1■ =L con "NOMIL gal= mmjjLL-.-,i' m I F,*;L.;L41 III lal goll"im jmTAT l m M L a L.a�, m a aim L I �M UrASA.TUMERP.P- FL PE#SMI 1239JAMMAVE NOM PM,FL 34298 �_zfi 191 1 1 AVJ-k7i��4;i il 1 PH.941-ND-1574 464*454 MMMM,7� w MAX O.C.(TYPO 12 V2"MAX O.C.(TVP.) SEE NOTE 2 4'MAX f TYP.y V MAX(TYP.)- 'MAX fTYP.) NOITa 2 WINDOW SYSTSSS V MAX f TIP) 1211T MAXMNG O.G.(TYP.) 8'MA1t O.0(1YP) 10M OAW, 44TH AVE. V MAX CUM".) - 4'MAX 9W.) SEE NOTE 2 = L'I LCRl 34474 SEE NOTE 2 C MAX(TVP.) WWV?. 8'MAX OWJ J. 8400 PVC MNGO.Q �' 1 ,o• •y CANT MAX mP orm (TYP.) IMPACT � i fTYP.)AX 1 x = x � _ - x t % (TVP.) %ANCHOR MR) g •gC K INSIALIATION \ INSTALLATION ANCXIOR TIYP) ` IC tC ro fr THRU FRAME ANCHOR s Hq SIDE dAYM f IYP.S ANCIOR LAY�1T-iF1 ANG6 A fFLANCiEt 9 81�CTHRUFPAMEARCHOR yR I, C FOR LNTIS LOP TO 37'z 72' INR UNRS UP 3TT�� pR LA1fOU'f-[FIM O m d No -ram FDRUNrtSUPTOSTz7Z' Fpp Up��.x�. NOTES: V. f�� I.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILLANCHOR SPACING SAME AS HEAD. R 1STATE C1�riZ►� 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHRS.MAX ALLOWABLE SHIM STACK TO BE 1/4.USE SHIMS WHERE SPAM tRiEAIM 714AN 1H B'IS PRESENT. LOAD BEARING SHIMS SHALL BE A% CONSTRUCTED CF HIGH DENSITY PLAMM OR BErrEFL WOOD SHIMS ARE NOTALLOWED, yto 3.ANCHOR TYPE,SM SPACING AND EMBEDMENT SHALL BE AS SPECFW IN THESE DRAWINGS,SEE TABLE 1,SHEET 8 411612015 �r 3 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A COARCSION RESSTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST P.E. BE PROTECTED TO PREVENT REACTION. LLCAS A TURNER FL PE#311M S.INSTALLATION ANCSHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSWVA AUD A=QW SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1238 LABARA AVE SPECIFIED IN TABLE 1,SHEETS. • • • • • i • • • NORTH PORT,FL 34288 • • •• • • • • • PH.B41�G-1374 tL ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING S S71MX:0!FOR M OPHNAVC �BEpIA�BNAL L BE BEYOND WO OD BUCKS.IF USED,INTO SUBSTRATE INSTALLATIONS TO BOLD CONCRETE OR GROAT FILLED CMU MAY INCLUDE BUT DO NCTT E w PRRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUSaE THE USE 1X BUCKS BETWEEN THE pL�DDDDDDtttlll��1�A 4 ANCHOR SCHEDULE 8 7.A MINIMUM CENTER TO CENTER SPACING SHALL BE MAINTAINEDMAINTAINEDBETWEEN ALL FASTENERS,S.FOR MASONRY,1'FOR WOOD AND METAL NOTES $WOOD OR MASONRY OPENINGS,BIMYCS AND BLIdC FASTENERS SHALL BE PROPERLYPNOMAd BY THE AND STALLED 70 TRAM W IND LOADS TO THE STRUCTURE ADE 06 OM7 SUBSTRATES SHALLMEET THE MIMMUM STRENGTH RE MLIENTS AS SHOWN INT 8.CO TES MAY NOT BE CRACKED. tt S.SEALS AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF I STALIATAIML SIWi.BE D44ERY!THI[R FW!oWI4 TME CURRENT VERSION OF THE REFERENCE DOCUMENTS: C1Vs-1S1 C FMN/AAMA18C(FlNWINDOW%FMAtAAMAWXRANGEWIIDOWSb FMMVDMA250(BOKIIHNDOM).FkWAAMAANDMA 3WMXWJWR SHEET 120 SOFS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MSV.EMBEDMENT TYPICAL HEAD ANCHORAGE SEP TABLE I SUBSTRATE INTERIOR yrHm IN MAX SHBA �TABLE f M6L EDGE DlSf. �A�T S>fST BSD SMDLEE EDGEDWT. > TABLE I By e 1 B00 SMt 44TH AVE BEE TABLE 1 U4.MAX 8F1UM SEE THELE 1OCALAFLORIDA 54474 "ooe SUBSTRATE BY OTHERS W W W.ONS.CG SEE TABLE 1 ��IGT BPERNETERR Y SEE TABLE 1EM BEE TABLETd ANCHOR am Pvri M9LEMIBEDME1NfI CHT tNBOE ANDCUT SEE TABLE f IMPACT SEALANTSEIMIO FLANGE BY WALLER 1W MAX SHIM PERMWTER SEALANTPEFOWM SEALANT BY ALLER By INSIDE DEANDD OUTWMANDOUT T�—WALLATIONANCWR ti t3 G AL WT M300 SEE TABLE 1 W WWp pWQ yy. F d Q m FLANGE BY AVSTALLER BEALANTSEIi@D INSTALLATION ANCHOR wnERIOR B ROAD ONTAI> CTIDnI �C� Hm%mwAL BECrm FIN BY BISTALLER SEE TABLE I e TYPICAL M[dB E 8 riPrALFINANCHOWE 0 r� HEAD AND S&L SUAI AR FOR FIN INSTAU ATON z NOTE:ADDITIONAL THRU-FMNME ANCHORS (AS SHOWN IN DET.B18)RECM AT THE HINGE SIDE JAMB,SEE SHEET 8 ANCHOR LAYOUT.SEALANTSENM y 1At MAX.SHIM tC FLANGE BY RV.4TALLER 11-1-Pc il PERIMETERSEALANT BY BEET ,[Y �va,L ,8& ANDOLTT f 7I' N• am Suas ATE BYOTHERS C DoE * *S ftALANTL SCREW T RM EIM DIST. �Q�4 STATE OF HEAD BY WAL.LER A VERTICAL BECTON B TYPCCAI B9IANCHOFIAGE �i�1YA4P 0 z� TABLE 1:APPROVED IABTALLA7ION 4PIM"5 WNGE LUCAS A.TURNER,P.E. 10m {20 KSI MLN) SHS'RW TAPCOIV 1-112• 1-118" FLJAB 1FEABB?TER SEALANT1238 JABARA AYEBYWALLER NORTH PORT,FL.342M CONCRT f E(285 KSI MIN.) 9M�ELCO ULTRAOON - 9�IDEANDOUT � �1080M L PH.941-SWI574 GRDUT-FO LED CMU(ASTM Coq 3/16'ELM UL7RACDN • 1•t4 r • • •2 Y2"• • 6 BOX FRS�� ISE 2XMIN.SOUTHERN PM(G-0.55) SHS•(RAI 1�. � HEAD AND BILL SIMILAR FOR BOX INSTALLATION IFB3TALlAT10N DETAILSFLANGE OR ELCO UL7RACON 2XMK SOMMERN PINE(00.56) 418 WOOD SCREW 1-w TAY FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 16 GAUGE(0.O')M81.STEEL STUD 410-18 HLTI -FLEXORiIW •fWLIL THREAD& •.• • 41P TO AND INICLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YELD MON) TEKB SEL.FDRILLNG hFI131 a • .7/11f• • • • ADE 05/06w FLANGE US'ALUMPUS-I MIN.)OR 410 GRAS b SEIFTAPP ♦ • !MIN.1/4"FILLET OF CONS RUCTLO"RADE ADHESIVE CAULK 18 APPLIED - VR11J iHRiAD • B,•• ue'STEEL t33 KSI MAV.) DFM.LHYG SCREW • •1�1RU a • • • INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-181 C • -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH RECUffLEMENTS AS sokm WIN 2XMRV SPRUC:r�.mQ. 04 2j WO�SCREW 1-1Pr 7/18° SHOWN FOR FLANGE WINDOWS. 12 SHEET 8OF8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 2 M;33 #` Flip (d anis gars E iaw N !uwmam canon . mtT•Wce i submit%Qdrer•e -%ft B Fads auu M I wl: Rag Fft-HBO f LW= Busines N Product Approval Profess nal :PMrLbw Regulation Anwfoftn >ro , FL* FL16177-16177 Application Type Revision Code Version 2014 Application Status Approved Comments Archhred ❑ Product Manufacturer Custom Window Systems Inc. Addne/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.ct Audmrized Signature Koss Erin skoss0cws.cx Technical Representative Erin Koss 0000 Address/Phone/Email 1900 SW 44th Ave • • • • •••• •••••• Ocala,Fl-34474 • • • • (352)368-6922 Ext 291 •• • • • • • • • • ekossacwrs.cc •• ;••• •• •• •••••• • Quality Assurance Representative lay Lathrop •••• •• • i••••i Addrea/Phone/Emall 1900 SW 44th Ave. • • • • • Ocala,Fl.34474 •••• • •• ••�••• (352)368-6922 Ext 291 •••••• •• • ••••• JIatllropoews.cc •• •• • •• •••••• • Category Windows i • i • • ••••i• Subcategory Single Hung • • i••••• • • Compliance Method Evaluation Report from a Florkla Register,;Architect or a Liam Florida Professional Engineer 13 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Tumer 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 EZ Validation Checklist-Hardcopy Received Certificate of Independence FL16177 RI COI EvaiRen CWS-812B[SH-8100 LMA NaSillAnch)odf Referenced Standard and Year(of Standard) fiblisdatd YAU AAMA/WDMq/CSA1101/I.S.2/A"0-08 2008 ASTM E1300-04 2004 ASTM E186"S 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http:/Avww.floridabuilding.org/pr/pr app dtl.aspx?Param=wGEVXQWtDgvyf4ngAXhlOy... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FOC Approval 04/25/2015 Date Approved 06/22/2015 Summry of Products FL# Nodei,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. am-ft of Use instaibttion budructlores Approved fOr trate In HVHZt:Yes F_L16i77 RI II CWS-81213(SH-6100.IMP,NoSiltenchi.Rdf Approved for use outside HVH2t Yes Verified By:Lucas A.Tumor 58201 Impact Rosh t nb Yes Created by Independent Third Party:Yes Design Pressures+70/-70 Evaluation Reports Othen SH-8100 PVC Impact,no sill anchors required. EL16177 R1 AE DuPont PVB NOA 13-0129 7 ndf Safety glazing required on outer lite above 30 ft.In HVHZ. FL16177 RI AFEval CWS-812B(SH-8100.IMP,, Glass complies to ASTM E1300-04. NoSilUlnch).ndf- FL16177 RI AE O.aL nex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 6666 ::.sem wens, ,,, rte.T.haetw�e !ag pl>ffie•ase aaI-moi • *so* •••••• T e ft to or Florida man AA/FOO employer.Comnight • • Under Florbe low,omen addate as are public rwwA.Vvou do not want your e-roW address roles sed In raposua to a• A&U a tUd •••••• dacbvnk nmU to thio entity.Insbeed,contact Mss ofte by phone or by tsftgnel mer.dyou haus any W =8=000.487.139L�w39�*ps�sard to • • Sedlors 4N 27551),Flertds SWUfts,emotive October 1,2012,Umoam Hoeneed under chapter 455.P.S.must pww4h an em it address r •••••• they have ore.The malls prev)ded may he steed for ordel coumv dcoUoo vah the reermee.Hwmew w mfl addresses anope4kaoment V yet io rat ebb to 0 • supply a peaonad address please provide the awn nsent wo an ema9 address whuh tae be made available to the pulftM detente H you ne aSweet wader Chapter 455,F.&,ptene cl&t2M, •••• • •• 00:41404, 7rodsactApprerat eta •••••• •• • ••••• ®® ® • • • • • •• •• • •• 666600 • 666 • • • mr rrMAIL6 •• • • • • • • •• •6000 6 • • • • • • • • 666•• http://Www.floridabuilding.org/prlpr app dtl.aspx?Param=wGEVXQwt,Dgvyf4ngAXhl Oy... 6/24/2015 i URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSuunNG,INC. FBPE C.O.A.#29779 Evaluation Report 912B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,51 7/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 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 5'h 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 scaled by Lucas A.Tumor,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 201/202/203- 94,ASTM E 1886-02!04/05, 1996402/04/06/09,and AAMA/WDMA/CSA 101/I.S.21A440-08 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,PL,, • . 0000 0000•. Installation: Units must be installed according to approval document CWS-812B. 6.6 6 : • • 0• 000.00 •• •• 0806•0 Limitations of Use: This product: 6 6 0 0*0 • • • • • • May be used in O/X configuration in sizes and with max.glass DLO heights of E to in(M-0. •666•• 812E 6666 • •• 66666 •0600• •• . 0000• • ]:s impact resistant and does not require the use of shutters . . • . • •. •. . .. 0000•• • May be used in the High Velocity Hurricane Zone *0**** •6.6• • •' • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outbdard1it4(Tempered, 09f*00 required above 30 ft in HVHZ) —Air—5/16 Laminated(I/8A=-.090PVB-1j,0ki, inbcmXf W 0 • • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27t 00 0 •.6• 0 •"0 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.Q.A. 12-1017.021 •• • t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5s'Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. ��j1t�ttirsslurr�l -S;r No 582171 `..up S£ rte- s 4/18/2015 ;,•a: i Lucas A.Turner,P.E. +��'�, $sA7g ;�t�: FL PE#58201 Q �a.•�. �•O R tO V- N Lucas A. Turner "NAse ;,.+' 2015-04-18 22:20-04:00 SINGLE HUNG - LAR E MISSILE IMPACT 1-THE PROIDUCTSHOWNHEWN DE&[t�VEDANDMA11q ACiURED TOCOMMY WITH THE FLORIDA BUILDING CODE"M CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICW ZONE{�{yH�AND 19W SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE.LEVEL D IMPACT USE A9 DE7=INED OCALA.FLORIDA33404 N ASTM E 1998 PER THE FBC. WWW.CWS.0 C 2.GLAZING OFTID :M SHEET 2) 59 ve•MAX OVERALLFIAM1R.E WIDTH 3.C ONRGURATIONS:•OAC. 81w PVC 61MAXUNITWIOTH SINGLE HUNG 4711119•GLASS DLO 4.DESIGN PSE RATING: IMPACT GLOWDESIGN LOAD$BASED ON,TESTED PRESSURE AND GLOW TABLES ASTM E-1380.04. A -POSITIVE DESIGN LOADS BMW ON,TESTED PRESSURE,WATER In a Off M E-13 0-TEST PRESSURE AND GLASS TABLES IL ASTM E•tg0604. MA 1 8,ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT.SEE SHEET FOR ANCHOR L t - -- -- - I DETAILS.WNDLOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOODRANGE Ig1i HEIGHT ANCHORCALCULATIONS. Coz B BaL s FOR IMPACT RESISTANCE.SHUTTERS ARE " O aLa NOT REQUIRED. ALLFRAMES AND VENTS FULLY WELDED.SMALLJOfldT SEAM SEALANT 913!.1° I t USED AT RXED MEETING RAIL AND JAMB. MAX e UNIT H9(BiT a SERIES!MODEL DESIGNATION 9H.8100. � 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWIft t X=OPERABLE SASH,O-FIXED SASH SMASH ' ' N 7 10 LOCATION.CN LOIIfB APPLY TO ALL ELEVATIONS IN A SQAILAR N H I HEIGHT X t B `XO 11.EXTERNAL WEEP SLOT-tr4"x 1-U4'LOCATED 4•FROM SM ENDS, a� £ 9 M. I IFN -- A. STATE OFTurner }rdjm$ ® - -- A - 2011644-11 y s, °•�'',o` 15:15-04:00 mmo a z::P-1 48 MAX WIDTH4111=15 LUCAS A.TURNER,P.E. FL PE#511 •• •.• • • • • • •• 1239 JABARA AVE • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-350.1574 E,j GENERAL NOTES AND TAKEOPCONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS_.»1 SS� mom0r :` o° _ AAAX. UMIMPACTRAIINQ eAr oevlen2 ,.ANOKA SCHEDULE&NO TES-»»»5 51-7—x SF:.. ' LARQE MISSILE IMPACT CWS 812 Tj INSTALLATION DETAILS....- .»»»9 SHEET 1:15 1 OF8 ... • • • • ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . • wwwwmnmw 190D SW 44tH AVE. OCALA,R.ORIDA34474 W WW.CWB.CCi��ll 81 OD PVC SINGLE HUNG WFACT W N $O 7f9"OVL3IAL.L INSIAATED GLASS 7ir OVERALL N SULATED GLASS 18°ANNEALED OR T gUPERED fAi°ANNEALEDCR TEMPERED 1m 7118°AIISPAM 7118'AWRIPACE a 8119'!AMINATED GLASS 9118'LAMINATED GLASS IV ANNEALED 118'ANNEALED A90"PVS KrERLAYER BY OUPOYT 0W PWB N TEFILAYER BY DWRONT 1f8'ANNEALED IMF ANNEALED S� 611RA9i:AL BVTRIA3F.Al. MEMEAL BYTRUSEAL cc 93 R TGLAZE"Ifi OR 81KAFm sw PURFECTGLAZE'W OR&KAFlFX M m d 1f2"GLASS SITE U2'CiLA888DE ,�'�' p � �yy P7". scm�'tt ?* '*S �a +SAG STATE �O�F; iklwf -On �.� FlXED LITE TE 411112015 LUCAS A.TURNER,P.E. FL PE O 68201 •• ••• • • • • • •• 1239 JAHARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941 .1674 • •• • • • • ••• • •• ••• •• • • • •• GLAZING DETAILS Dfuwmirf.- DUE;- • ••• ••• ••• • • • • • • • • • • • BAT 48118/12 uwuw _ •i i• • i • i • • •• i i CWS-812 B SHEET 1:1 2OF8 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • OtfFAtORwm3awmrEmo 18M SAM 44TH AVE. CCAI A,R.CRIDA 34474 it WtWW.CWS.CC 8100 PVC SMLE HUNG IMPACT W N 6�C 3 1 SECTION B-8 1 4 m m F IT SIDE SHOWS SAM SECTION VIEW. a 00 9 WTER�R 11 in,4 p ? N6 58241 �ts� S4 A *� 1 � STATE OF yrm e 4!11/2015 2 IUCAS A.TUMOM P.E. FL PE S 58201 �` •• ••• • • • • • •• 1239 JABARA AVE, • • • • • • • • • •• ••• • • • • NORHH OF1L 3 ••• •• . x574 8 •• ••• •• • • • •• SECTION A-A SECTION VIEWS • ••• ••• ••• • • BAT 08f18H2 NOTE:MEW NOT SHOWN FOR CLARRY: ••i i • •• •• • •• i i r. 20.25-211.38-37,44,51.52,8536.84 87-88 • •• • • • • • • • CWS-512 B •• • • • ••• • SHEET 1� 30F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • t�AKls PNAME CORNER I IIt DE9dFrIgN YB4DDR lf1A7mIAi a wr Cwt H 4eW ost Malrt Fc, , .,PVC.!Md Udw— V1 2 1 H4011 Main Fr.,SH, PYC,801 n t t8t18 .-–231t� 3 H4 0M MGn Fr., H, ,PY ,Br. Menai t 19M SW 44TH AVE. 4 H-0031 IMM Fr.,SH,WRQ.,FVGR.G Meercn I 2 OC U. RDRIDA 34474 8 8-1 uM 3 e VwaW. S cc 8 H 80l! Bash!::At. I a tt118' 4 1 ele° 1878• 7. 8 1497 Reir4 Moet.Rao Anent ttt� 1D Sean Bch=Rall.PVC Mena, tne- tnr CoNeRWED 8100 PVC 12 h .Rall mom (ALL mo OREM SINGLE HUNG 13 3-1498 B R/S. UNR9E4= C B IWAG+tr u RAB. IVO 1 TOP RAI48027 IMPACT 1a s�9a ed.,718• PVC FRAME F 18 813Son Adopt Qlali,PVC,Hak vinyl tl N 20 4G14 San. Vat, i 1112' 2t Ru 889 1aplFiOer, Vert. Metrat t 1 8, .1 d G 24 P-Moo 23 H-1699 R�wrmxwncm MR KOymark Alum � E.�� m 2$ P Sash Ill, Y 881 26 P3048 Take BSt 68 1 Ste 2 UB' 1178• FIXED I✓BET210 RAIL 27 83783 PVC gpcSCREWED Fowl 0 1-49M ,fit,PVC 1118' L ourg i flA E 1gITH a 3O P3218 W 89 F1 t Plastic REMF,IMPADTHOOK-1112 i�l 10 P-MR9 ,0279 x.187 lAtrafeb PVC SAt#18R�RA8-�4 FOfID RAIL-1838 1z ai 37 P-48w x P A, 2 FeStet�1 $feel 36 P3788 4'8 X O.e15 Ph PH ow Hub City I S" 89 421"fax W4 F Ph FH TEK, Hub 1&t8` 12° 1 1!e°�{ ert� 6118' �`t Ver 40 P-4284W X 9►4 FH PH fkt► SCSI I 1 I O 44 P3i42 Seam 8 ,SM.�04 Schnee 718• t siIte' III 45 P 1 BM vis• .t� flee- vie° -1<101 47 P34.98 8 �PYReCt tOeaB•FP 1118' 5/ P-�1 T .Bk.,88 bur.,iffxfwxLr4 F.Loin Mw PVC SAMi STOP.am PVCSCREEN CATCH-sat3 PVD PM RAO.COVSR- PVC BCRP.Q4 At1PPORT-8814 0�� 9t! P-M3 Pro �,�GBiltyg ! 'p7� 54 r SKEET 53 50811 BEJE z o311 sva• ,xr i1 `71= •* ,tr 58 3281 tAamed tsrye' 1118' t• 9 7W •a• * �� 82 P3218 Fllprte, lea ,p8• 1/18" �_ 'STATE OP/ 1 P 83 3rtt8 150imn Frame,vert. AOntetsl AlLon 11EINF.8IiR18S R-,ase RE W MURAL-ism REO.TOPRNt.-t497 PVC BEAD-eta 84 yci48j Q�t P3321 A Frame tlarataT -FW—W 9 85 P4581 Clah,16 x 18 FBetter" Moron 88 P-00 �O ni 30M.155 Die.,Bik. 87 P-3= Sormn Full Tab All, za-1 88 P3M Saeert ,lam WS—M" 4111/2015 3113 Fixed F PVC Plastbs LUCAS A.TURNER,P.E. 7t S-00 Akan.Fbro Ree 0 a,s. FL PE#58201 72 Corer,Fittest Rall M9Qat O 12�JABARA AVE 78 , KsP� Alum ••• ••i i i • • • • • NORTH PORT,FL 34298 74 .3541 48X 112, Fasteft • • •• • PH.941-3 -1974 • • ••• • 112 I97,1t1.1&17.21-22,20.31, &NOT SEIY�,31,33.98,41-43.48.419-110,88,57-81,So ••• ••� ® • •moi—•i—•�•S� + ,ntr I �, ��i BOM ANb EXTRUSNNIB t�t� ��.t�tPtTst,s APT NM 0 5- 1577 •i •• ••• �•• �•� SCREW BAT 06/15112 NOTE ALL 09MJSK NS ARE ALUMINUM 6083-TO UNLESS OTHMWISE NOTEDe• i• • i•• i•• • i•• ••• CWS-812 B SHEET 12 4WS 000 • •• •• • • • •• •• ••• • • 0 090 0 0 Ir MAX mfp.) 1r MAICO.0(IYPa WINDow8Yi79 V MAX(M.) I M SW 44TH AVE. __ OCALA S.FLOAIDACCS4474 WWW.CW 10111 i SMN0TE2 8100 PVC mP� O T. SINME HUNG IMPACT t t is N e� 4'TM.j. , t � 1 MAX D.C. X 0 � t rte) - -- -- m < 1 � NO ARCHOAB REQUIRED IN 81U. R LAYotn-rFLaAK3o � =��F�y� : a NOTES: 7► }1�1H 1.INSTALL ONE ANCHORAT EACH INSTALLATION LOCATION.NO ANCHORSREAD IN BILL '°ATATE OF P 2 SHIM TR REQ AT EACH INSTALLATION ANCHOR BETTER. LOAD BEARING SWAB.MATE ALLOWABLE SHIM STACKTO BE i/4'.USE SHNIAS WHERE SPACE MATER THAN NMS'18 PRESENT. LOAD SEARING SHINS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BEETTER.WOW BHgNB ARE NOT ALLOWED. I ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWM%SEE TABLE 1.SHEET& 4MI J2 15 4.ALL INSTALLATION ANCHORS MUST BE MADE OFOR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR GATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTtON. FL PE a MM RL INSTALLATION ANCHORS SHALL W ACCORDANCE WITH ANCR R MANUF 1239 JABARA AVE AC SyAATiLNW TgI(CT AND"CHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT.FL 34286 SPECIREI IN TABLE 1.SHEETS. i i ••i i i i i i g PH.941-380-1074 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR ST XE EI DI>BWEEIdEfHE pR0 HAL AND WOO BUCKS, F USED.INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GM f-RULED CMU MIAY IIOLUDE W ANCHOR SCHEDULE AND INSTALLATIONS 7O HOLLOW CMU REQUIRE T} USE OF 1X BUCKS BETWEEN THE PRODUCTAND SUBSTRATE T.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY.1*FOR WOOD AND METAL MY. NOTES a WOW OR MASONRY OPENWGB,BUCKS AND SUCK FASTENERS SHALL MP� Y A UTECT a BNGYJEm OF RECORD AND mrx.LED To TRANSFER w"LOAD To THE STRUCTURE BAT OWW12 SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REOUIRFMENTS AS SH hTAB ONORETE ANN •MA8ONRWURGMTRS MAY NOT BE CRACKEM • HEET&Ct. 8.SEALING AND FLASHING STRATEGIES FOR OVERALLWATER RESISTANCE OF WBTALLATI�R simewDomeo(OTH Ifs THE CURRENT VERSION OFTHE REFERENCE DOCUMENTS: CWS 812 B FMAIAAMA 18D(FIN WINDOWS),FMAMMA 90*IANGE WN)OWSL FMAAM IAIDOW FMAIARwYAWN W ERWR DOORS) SHEET 1.15 SOF$ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TYPICAL HEAD ANCHORAGE MIK EMBEDMENT MR EDGE 1 r. SEE TABLE 1 SUBSTRATE wmmw mywoo SEE1200 GW 44M AVE. SUBSTRATE BY OTHERS �� SI:ETABLEI =p, SFL02?A3g4/4 SEE TABLE 1 WiMW, PERIMETER SEALANT SEE TABLE I By INSTALLER MR EWE 11 1"w PVC FL AUNT BEHIND 114•VAX SHIM SEE TAMEINSTALLATIOIN ANCLNOR SNGLE HUNG NPACT FLANXIE BY INSTALLER W N QQ _ § C BY MrALL6t SEETAIMEM SEA" TABLE ANCHOR M1(BIDEAINDOUT STABLE 1 SEALANT MIND E BY INSTALLERCOWXUOUS DOUBLE 3M&'VAX OF 5 HORIZONTAL BECTON m .. TR .A11U1 SEALANT AROUND 0 rVICALdAMB AGE iu PEIIIt�TB1ATALLBO�C`ATMOPOId78 (E 0: BEIWEEHI FppME AND�KBYINSTALLER LL Ira MAX SHIM c SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANTm BY R SHEET �, �1QREat r� ZZZ EMBEDMENT B�IDEAND OUT �l� fv�GEAiBL• •Q.�6 SER YAKSSUBSTRATI OTHERS MIN EOt D18T *_� 58 1 �4y`iA K *_ SEE TABLE I 8 TYPPPOALSILL ANCHORAGE }L BTATB OP ji 34�a Q R L0..�fa�i►� % A s n X� TABLE 1•APPRDVED 41}112015 LUCAS A.TURNER,P.E. vz, ANISIT TYPE ROIL FL PE#58201 tKBpIMlLPL)Qo e"fTW TAPCON -1 f- • •• � 1�JABARA AVE- 0 VE • • INSIDE AND OUT NORTH PORT,FI34288 8 EL CO ULTRACON • 1" •• • �"• • i •• C HO TALSECTTDIN PH.841 1574 C� 18"ELCOULTRACCAl 1 • • 0 BOX FRAMEI�TALLATKXNHEAD AND$ILL 81MILAR FORBOX B�TALLATIO NG-0+3} riTWTAPCON O ELOD ULTRAOON I"W Mr INSTALLATION DETAILS FLANGE REMOVAL NOTE:PARTLA LY OR FULLY REMOVING THE FLANGE. pm) 810 WOOD SCREW 1.918' 7B" LMP TO AND INCLUDING A 13OX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: 18 GAUGE(O.06n MM SIEM STUD 010-iS H LTI KWIK-FLEXOR RW D ` •• 7/1 • • • • BAT 0818/12 (33 KSI YELD Mu1Q BELF4)91 MG SC ;HFR aff � -MIN-19-F81ET OF CONSTRUCTMORADE ADHESIVE CAULK IS APPLIED t _ 118"ALUM.(BOE!-TS MR)OR 810 GRAM B LF-TAPPING i • •• i i INSIDE AND OUT,FULL PERIMETER,BY INSTALLER, gfyggl2 B 1J8'STEEL{SS KSI MIR) OgpiWG 8CFRW • 128 •• � i•• ••• -PRODIOT ANCHORAGE IS IN ACCORDANCE WITH REOUIIEMENTS AS SHOWN FOR FLANGE WINDOWS. SHEET 12 80F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 2 SLIM rFN1VP d SCIS"Ma LOQ In i UM RepAWdon "TOPO I SuMttlt511h1 Me Std a Facts NbMvAbns I KffC Simr, + � i,,M4 Llnls rri Bus nes,0�,r'. ProdudApprOval Pro essional "'� um:ftut um Regulation a a Ay n jd a ADYSwtMn DMn I',- FL* FL16736-Ri r Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer C, m VAndow,Systems Inc. Address,/Phone/Emall 1900 SW 44th Avenue Ocals,FL 34474 (352)368-6922 eicossilln+rs.oc Authorized Signature Kos Erin ekoss®cws.ac Technical Representative Erin Koss •••••• • • •••• •••••• Address/Phone/EmaU 1900 SW 44th Ave. • • • • Ocala,FL 34474 •• • • • • 352 366-6922 Ext 291 • • • • ekossG1cws.cc • Quality Assurance Representative Jay Lathrop •••• • • • • •••• • •• ••••• Addres5/Phwhe/Ema1l 1900 SW 44th Ave. • • Ocala,Fl-34474 •••••• •• • ••••• (352)368-6922 Ext 291 •••••� i �••• •••••• flat hropocws'cc •••••• • • • • • • •••••• Calory Whtdowa •••••• Subcategory Horizonte!Slider • • i••••i Compliance MaMod EValU3U0n 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 65 Validation Checklist-Hardcopy Received Certificate of Independence FL 16736 111 COI EV81Reb CWS-871H125-8200,74x63 IMP),niff Referenced Standard and Year(of Standard) Aumdntd YAsr AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1995-09 2009 PA/TAS 201/207/203 1994 Equivalence of Product Standards i CertMed By hUPJlwww-floridabuilding.org/Pr/pr aPP dtl.aSPX?paMm=wGEVXQwtDqu8oblo/o2flZm6... 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 FOC Approval 04/25/2015 Date Approved 06/22/2015 Summery of Products PL Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74°x 631,XO or OX. Lbniffi of Use Ins%II tion Instructions Approved for use In NVHZe Yes FL16736 RS U CWS-8718(HS-8290.74x63,IMP).ndf Appro ned for use outside NVHZ-Yes Verified By:Lucas A.Turner 58201 Impact Realstertta Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Eveluadon Reports Otiran Large Missile,74•x 63°,DP+/-60 pg.Outer lite in FL 16736 111 AE Dumont PVB NOA 13-0129 2z.o I.G.must be safety glazed when used above 30 ft.in HVHZ. FL16736 R1 AE EvalReo CWS-2716(HS-8200.74x63, Glass compiles to ASTM E1300-04. IMP1.odf EL16736 R1 AE O uanex""Iernn)NOA 12-IQ17_ 9Z_odf Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 63e,XOX. Llmtts of Use Installotlon Instructions 000* Approved for use In HVH D Yes FL 16736 111 II CWS-8696(WS-8220 111x63 Y4UA& •••••• Approved for use outatde HVHZt Yes Verified By:Lucas A.Tumor S12Q2 • • Impact Resistant!Yes Created by Independent Third arty:;;. •• • ; •• Design Pressure:+5W-60 Evaluation Reports •••••• •• •• •e•••• Otherz Large Missile,111°x 63",DP+/-60 psf.Outer Ibae • • In I.G.must be safety glazed when used above 30 ft.In EL16736 Rl AE DLPOnt Srp NOA 11-9624 Q�_ •••••• HVHZ.Glass complies to ASTM E1300-04, EL16736 Rl AE EvalRau3 CIA( t3 jHS-82312q; -- !jL • • IME).Rdf •••• • as ••••• EL1fiZ3fi III AE • • Created by Independent 1 hir es • • • ••••• • . . . . ...... 1 ::194D NertA Moores ahmt-TelMhewae F19Ya_m Phone:8�-�87-18X•• • •••:•• • • The State of gide Is an AAM aroplo nm of ptmlde.:: •• • ::Bit Under RorNO raw,WMI a are public remrr6.Wyou do not want your 0.9011 address rdaSed In reepOnto to a publk Mmr&requesk do not send sWronle mull to this emit.aueaud,ro to oflles by prone or by tradbonal mea.R you have any 4101"mte,please contact 860.487.3395.+Purerant to 60ttbn 455.276(1),Rwft MU",wuladi ra October 1,2032.111 flavraed radar ChaPW 455 F.S.roust provide the Depannom vM an small address U not wlsh to supply per80na1 addres&pkm provhlo the Dopa fr ran ernall addAu8 whkh mnsaL we wants llaWs 10 trate are pd�mtrre Ifyou aarreda under ClwPW 466,F.S.,pl=4 ddctlM Product Approwel Ami In soc"Mr."10 x Kim http://www.floridabuilding.org/pr/pr app dtl.aspx?pamm—rCrEVXQwtDqu8obl%2flZm6... 6/24/2015 E URNER1239 Jabara Ave. North Part,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 44a 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 56 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 GWS-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-1A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02/04/05,ASTM E 1996`04/06109,and AAMA/WDMA/CSA 101/I.S.2/A440`08 ."". 4) Supplemental Calculations to support CWS-871B,signed and sealed by Lucas•4!Tpner,Pad ••• • ....00 .. .. ...... Installation: Units must be installed according to approval document CWS-871B. :•::•. • Limitations of Use: This product: '....' : '..' ..... • May be used up to the sizes and daylight openings indicated in CWS-871B •••••• •• ••:..• • Achieves design pressures of+/-60 psf •• •• •• •••• • • Is Large Missile impact resistant and does not require the use of shutters ;'•;'; ' • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129—n.••• •••• • Requires Quanex(Mrlcron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02`..••; • 4 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 56 Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. REtVx* r No 58=1 t�?1 BTATs OR ,taw+` 4/18/2015 ,o. '3y 'R O R 1 t;�•'•��+ Lucas A. Tumer,P.E. I� •�•.....�. •i,�s+SNA��'��+ FL PE#58201 Lucas A.Tumer 2015-0416 22:21-04:00 I 4RIZONTAL SLIDER - LARGE MISSILE IMPACT:> 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUI DWG C ODE IFS .Cll11RENT wmmwmnmffl EDITION INOLUDING THE HIGH VELOCITY HURRICANE ZONE(HVFIZ}AND 1110D 8W 44TH AVE. 6 RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALLA FLORIDA&4474 IN ASTM E 1M PER THE FBM. WWW.CWS.0 c 781J4'MAIL OVERALL FLANGE WIDTH 2 GLAZING OPTIONS:(SEE SHEET 2) 3 CXXNFIGURAntNf:'IDX','W. I�PVC 74 MAX uHIT WIDTH I'IORZ SLIDER 33"bLAW DLO 4.DESI93N PRESSURE RATING: IMPACT A -NEGATIVE I LOADS BASED ON.TESTED PRESSIM AND GUM TABLES ASTM E-t300-04. -- - -- _ POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.WATER »v -- -- -- - INFLIFIATTON TEST PRESSURE AND CBASS TABLES C ASTM E 104. 12 I j &ANC HOPAGE:THE 33 IA%STRESS INOREASE HAS NOT BEEN USED 841/4 1 IN THE MGM OFTHIS PRODUCT,SEE SHEETS FOR ANCHORMAIL yi DETAILS.WINDLOAD DURATION FACTOR Od-1.8 WAS USED FOR WOOD q HEIGHT B I B ANCHORCALCULATIONS. w 8.PRODUCTAPSFOR IMPACT RESISTANCE SHUT ORBARENOT I RECARREB.THE IMPACT ROTARY LOOKS ARE INTENDED TO BE LEFT H 83' I 1 � I UNLATCHED DURING NORMAL OPERATION OF THIN PRODUCT,BUT MAX ! MUST BE ENGAGED PRIM TO EXPO URE TO HURRICANE WINDS AND a HEft3HTso a I X 1 MAX e' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT BASH USED ATFIXED,MEETING RAIL AND HEAWSILL W 1 I I MEOW Iq I I &SERIES/MODEL DESIGNATION HS-8200. o 5813/16' I I S.THE DESIGNATION X AND O STAND FOR THE FOLLOWING; 2 I e X.OPERABLE SASH,O-FDCED SASHDLO �� 10.SECTION OALLOUIS APPLY TO ALL ELEVATIONS IN A SIMILAR AV dSLOCATION. me S ' 1 I 6 11.EXTERNALWEEP$LOT=114'x1'LOCATED4'FROM BOTH ENDS �*� am CIla 1 -- STATE OF 33'GLASS DLO TUrRBr AT 38 5/18'MAX SASH WIDTH 2013-04-11 y , WS-04:00 41w1y1/2015 LUCAS A.TURNER,P.E. FL PE B BI1201 •• ••• • • • • • •• 1238 JABARA AVE • • • • • • • • • NORTH �FL 342DE • • •• • • • • • PH.84180-1574 • •s • • • • ••• • GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS • ••• ••• ••• • • URAWN ' • GENERAL NOTES a ELESIAno NB.-._....1 ADE 1011 0118 SECTION VIEWS a GLAZING DETAILS....? MAX. UNIT SIZE IQ PRE 11 • IMPACT RATING ANCHOREXTRUSCHNS E ULE —_...ES..............4 74"x63" ••+J- Pv • • E MISSILE IMPACT CWS-871 _ B ANCHOR SCHEDULE a NDT�s.._......._...a SHEET 1:15 1 OFS ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 14.i+•lf INTERIOR 7 2 VViMDVWMMMffl 19W SW 44TH AVE. OCALA ROR�A 8 34174 1 WWW. .CC 8200 PVC HORZ SODER FACT as SECTION Sa e tt NOTE:FWM LREAD E AT Hg t AND SILL IS SIMILAR. aca � w Q 1 tp 4 HEAD WWT H=(TYP.1 �• T �® IREW36a$% 7W OVERALL ii'+``,�?r� tff AI�ALEDorTENPERED E Ne SB207 * *C 7118'AHWACE OI * #a S fie,LAW b7��LFQ S�T,A�T,E, OP ��w fiANEEPLppC[ryp,1 118'ANNEALED ONLY DUPONT We INTERLAYER W ?M -�F TO HUiROA1�FOS NDS. h 4 v I LOCATEDATTHIRD POFNB lAr ANNEALED PLFIFECTC4.M" 4/fimio OXAPLEXS2 LUCAS A.TURNER,P.E. FL PEI!882D1 8 S •• ••• • • • • • 1239 JABARA AVE, • • • • • • • • NORTH PORT FL 94288 • • •• • • • • • PH.941 x-1574 • •• • • • ••• • •• ••• •• • • • lir OL48B MTS SECTION VIEWS AND 4 GLAZING DETAIL SECTION A-A AND ••• •i• .ral ► ocK I Tu�nts. ADE 1 10/10!13 SECTION CC ••i i • •• •• 1� •• i iOW ALTERNATE FIN FRAME • •• • • • • • • • GLASS TYPE A CWS I B •• • • • ••• • 11 f� SHEET 20F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST 3 tAT CORNER comfKa om fTEN PAREt PDON VENDOR NATERM 3119 1 W1497 RdM Sa6h Med.RED Num 2 H•1990 Rend B.B.R13.8.R. Keymmk Akin 9 8 1 tlt 3 wommmnm IBM 44TH AVE. 3 H 1838 mow.R30,Fxd KeynMdc Akmt OCALA.FLORIDA 34474 4 H 2 Taped.RaO M6a®n PVC 21v1� 31'19° 1.4, 2118- v18' 'CW8 ' 5 ff-W" Mein Fr.,BFI,ad Fin.,NO MV= PVC 1 4 8 Rm Bohm".Rte.PVC Nkm PVCL �� `. 7 H41 9�hFr.. N,SmRIPVG Mitran PVC {»-,• ,:8 HORZ SUMR 8 H�Q49 Main Fr.,8H,wFlp,PVC MD= PVC M FRAME FLANOE4MQ FOW RAIL-1!� ��A�i , 9 P m 8m6mn Puq Tab Snanndt PVC F, FW 009 10 P4033 Isomm 8prft 88 Ifiakgr 118+19• t 3P1 a 11 P�4119 $m w ,PVC Tenn Plgsde Rnmbet 23n8' 9/18' 12 P-8218 smesn Frame AlknW RoWim 9 7 a 4 13 P�8 Smeerr Soft..IaS Oa.,Bk. Oapa 1 tV8° t!Ve' ,!U8• t 8116 Y w . ' F 14 P-4754 Screen Frame corner Kir Affin" Nytan Viol 1ryg� YJ1 POLED Mt EMlO RAIL S 15 PW42 Seam SwW,3M4 W Sdmee ammm HTOGETHER WrrH 18 P-3m 361.Blk.,83 E7,118'x Nr x r Lg. AW&Lom Rom PVC SM MT6.RAJL-M PVC BASH WE RAIL4 0s1 PVC SA1 N TOPAITM RA L4M PVC FDMD RAILc;OWR-G= O to 18 to 17 P-3428 W9tp„0.270 x.187 beds FhOW,On lAba>ab F 18 P-3= 1e x 3W Squme TEK 2 anc FeNeW Steel 8dB' � $� 5 19 P-4730 08 x 112"Truss PH TEK 2 arx Faetetml 8te91 0 star u1 20 P-3752 110ap Pkp 112•HdeM&M n. �' 1` 1 15/Iir Viol orC 1/19• 21 P4im spft .hpm.PVC Reda* SASH LIM RAIL 1497 BASH REWF.-1BM 22 P41M RuBw,Tandem M&M _ 23 P-MI x/1/4 Ph FH TEK.Wht. Fastenml Steel 24 P4089 KwW,brit,PVC bxmbnk 7 Inc amv_� 25 P-4479 Wee13COW ldFlop M&M N)lan �FREW 26 P4ti38 x21/2 Ph These BMS A)= stem PLAN VIEW HEADINPACTHOOK-trans v18' 27 P•4988 lRotmy Lock Sum= ant &RAJB.S.R.-1488 ROLLER TRACK-1776 „ Nkr 58Q01 28 P4962 lKopw.Rotary look Bum= ane * * 29 P49� W61p.,0.42D X.1 87 beck SnSeei, F 4I I �6ef O �� Ile ti BTATH OF jr�t 30 P4= Barrel F86tettm ,�,, 31 8.1112 ReinlontxfineM Hemi K6ymmlk Akan ^ —8'— f'- AB° E,E,R @� 32 3.1498 Reln1 S B.R13 8.R K6tmmnk Ahart �' 1118• liCV� eEA�D•111t2 1%,At.. O 34 4$-2= Track Keymalk Adam �� 38 •Hodt.He•d, Keymalk Abxn PLAN VmW PANELIMPALTOATCH-2000 tl2 f118' 3flg` 18/13" 4/11ap201b 36 Catch,HNd,hpam Keymw k Alum 37 9t MOaon PVC 9tt� LUCAS A.TURNER,P.E. 38 AdVL,WNib,PVC Mom PVO1Pt1/18• tie• FLPE3882a1 39 WOANTI LIFT- 1239 JABARA AVE. Adept.,PVC mwm PVG �R&w411lFso1 1•y • •• P1kCl PEEN CATCH•601s NORTH PORT,FL 34288 40 88063 Fked Rall Corer Mkmn PVC • • •• • • • • • PH.941-WD-1574 41 S lm84 • •• • • • • ••• • I Vr Bead 1 PVc • • • • • • • • • smr 42 MASS ISEE SHM2 CARDINAL. Ogg •• ••• •• • • • •• 43— BOMPWW Qbw`H',SIkoRm 052 NV"/89te Somm Inv AND DfI RUSICnNS P1AG tK23EHd sUPPORT-Gffl4 • • • • • • • • • ADE 10110/13 • • • • •• • • • • •• • • • • • • 8 1UNE fIEMSNOTUSED: • •• • • • • • • • 33 NOTE ALL EXTRUSIONS ARE ALUMfNLIM$083-T91N�41�34 owe-871••• • smar. SHEET 12 30F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • wmccwwmmm 12 1Ar MAX C.C.m'Pa E. r MAIL MR) '1 ��') SEE N>TE 2 V MAX.(TVP.) r MAX Mr.(TYP.) OCAM FL�ORMA$4474 9-MAX(TYP.I 7"� r' 3'(►YPa 4-MAX tirP.) GEENM2 WWW.CWS= WTA"TION 82M PVC ANCHOR UP.) HORZ SLIDER g ' ' CM.) IMPACT MAX.D.Q (rPa MAX av 1T cc. O X O X I lip ANICH(2T LaYOLn-tP ANG9, ANCHOR LAYOUT_TFINO �N m •t Z tv OENgB, *Q *- $: 9 STATE OF {�W 1.INSTALLONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. $ �jIp�Nti, A'C Z SHIM AS RTA AT EACH INSTALLATION ANCHOR USING TE LOAD SHIMS ARE N MAX.ALLOWABLE 6F11M STACK TO BE 114-.USE Bd11MS WHERE SPACE GREATER THAN Illi'IS PRESENT. LOAD BEARING SHIM SHALL BE CONSTRUCTED OF HK#I OBdSPfY PLASTIC Oq BETTER.WOOD SHIMS ARE NOT ALLOVBED. &ANCHOR TYPE,SIM,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGM SEE TABLE 1,SHEET& 4112015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTWrED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURN,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 1A MNB)'I 1239 JASARA AVE. b INSTALLATION ANGIiCIIB SHALL BE IN ACGORDANK WITH ANCH01i I AG71J IN�f>�LaZtOQ p� ,1� 9Fw L r BE u suI TRATEs WITH ST} NG7If8 LESS THAN THE MINIMUM NORTH PORT,FL 34286 SPECIFIED W TABLE 1,$HEFTS • • •• • • • • • PH.841-380-1574 S.ANCHOR EMBEDMENT TO SUBSTRATE SHAW,BE BEYOND WALL DRE88BJG OR$TI)GOQ F XkIG ••• • WALLATIONS TO SOLID CONCRE'M OR GROUT*lLLED CMU MAY INCLUDE BUT"NKTT19sMM MOOD D SUdkSftR'IF THE SUBSTRATE WBUCK.IF USED.INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BACKS BETWEEN THE NAND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TotWTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:r FOR MASONRY,I-FOR WOOD AND METAL DRAM W. • ••• ••• ••• • • ADE10/10/13 &WOOD OR MASONRY OPENINGS.BUCW AND SUCK FASTENERS SHALL BE PFWlsF .Y DWIGNED BY IMEATDFpTEC1 OF RECORD AND 9611ALLED TO TRANSFER WIND LOADS TO THE STRICTURE W. _ SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS BHON�V TAr�.E1,$ AIOI�M" '" V'BUKTRATES MAY NOT BE CRACKED. CW"71 g 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER ET RESISTANCEFl WI %Y OTT" ING THE CURRENT VERSION OF THE REIP E ENCE DOCUMENTS: FWAAMA 100(FIN WINDOWSN FMA/AAMA=(FLANGE WINDOW NIDOWS),FMNAAMAWDMA 3WMXTERM DOORS) 1.20 4 SHEET 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AM GNT TYPICAL HEJ6 MCHOAAOE SEE T�1 SUBSTRATEBy OTHMS \ !INIeV[itl!/ AIN.BON DIST. V4'MAX B1IM SEE TAKE I MIN.WGE DIST. SUBSTRATE VIINDOW 8MBTEl'tB »E TABLE 1 M TABLE 1 BY OTS ISM SW 44TH AVE. SUBSTRATEBY0THERB ueMAXam SEETABLE1 WWW. FLORA344%4 SEB TABLE t W W W.CWB.CC Mal HosEmo T MAV.sm b*T. PERREBY INSTALLER M SEALANT SEE TABLE 1 SEE TABLE 1 8200 PVC INSIDE AND OUT SEE TA AS I ANCF�A 84M MR EMBEIAIIENT HORL SLIDER SEE TABLE 1 A B`SEALANT BfINBTALL�1 �ltrMAX sHIM WET NP�ACT �PUWETERSEALANT eY I18TA1J ERS ALM ALU MIEA IT o INI=AND atT IrAUAT=ANC}= 9EALAM BEHOVD SEE TABU II SEE TABLE 1FLAA�BY AtBTALLERB m N NiOAIZONTAL9tBrTION /-r.'\ 4TAL8ECTION 1gC TYPIC(U JAMBAA�HDRAI;E B TYPICALFINA114HORAGE 0 MAD AND BILL SMLARFOR FININWALLATM W lie MAX 944 SFJ�M/TBEtVND FLANGE BY INSTALLER Gp PERIMETERSEAWJTBYALLER WLELUUMM6VT m< Z INSIDE AND OUT SEE TABLE 1 SUBSTRATE BY OTHERS rJ i46 5=1 SEE TABLE 1 MAV EDGE DIST. =A� *Z SEE TA81£1 }y STATE OF t�4 E A VBRRCALSECTIDr1 5 TYPSILLA A Q�p_ w TABLE,is APPROM ttiBTALLATM FASTEMMIS 411112015 LUCAS A.TURNER,P.E. dOAKYE(20 KSI MIL) H3'!IW TAP(,Y1N 1-1 FL PE#55201 2 BYE R 1239 JABARA AVE. FLANGE GUNCRETE RETE(.BR KS!MIL) 3MS'Em IB- NDR71 I T 34288�� AL ppN PH.UI-MD-1574 MU{ABTAAG80) 3/18'ELCOIBTRAC;57 f 112 •FLANGE Mi�18pUIHERN PINE p.&S5) 3l1B- •• HEAD AND SILL 89AAILAR FOA BOX I WALLATdd INSTALLA710N DETAILS OR ELCO II.TRACON FLANGE 2L MIN.80UA AN PM(Q�.BB) 910 WORD SCREW f:t/8' TAB' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 18 GAUGE(0.080')MVV.STEEL STUD 910-16 HILTi KWg4F�O>34{'� F(� • • UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KStYlE1D MIN! IN SEI.FDfffi1flK4 9t 4 7HRU4J 80' • •fir • ADE iW16/13 FLANGE IAB`AWM.(0083.76 MIN.)OR 910 BRACE 5 3 MIN.1/4'FILLET OF CONSTRUCTION-GWE ADHESIVE CAULK IS APPLIED r. 1/S'STEEL(531 !MIL) DRIJ SCI'�W • f• •M�14R 13RF • • qAw i INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-571 - B PAODLZTANCHORAGE IS IN ACCORDANCE WffH REOUIREMENTS AS FIN 2X MIN SOUTHERN PINE F�A SM 98 WOW SCREW fur SHOWN FOR FLAN3E WINDOWS. SHEET 12 50F5 • • • • • • • • • • Florida Building Code Online Pagel of 2 r � � Y f7oaQi}, SM home lop Ini UW Regia Mn 1 Hot a Tapft I subm ambw wets a F4005I puwcamfts: I MIC si fT ra�s--,w l�.:�: I i§d�z Bpruosines � i Product Approval ]# �� USER:FubBc user Regulation hod=Aawmal Mm> > > kwonnew FL# RA6736-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer 0 rn Window Systems Int. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6422 ekass@cws.cc Authorized Signature Koss Erin ekossDamcc Tunical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 000* (352)368-6922 Ext 291 • • • • 0000 0000•• ekoss@caws.a • • • • Quality AssuRance Representative lay Lathrop 900:00 •• •• •••••• Address/Phone/Email 1900 SW 44th Ave. 000000 • • • 0000•• '. Ocala,FL 34474 9 9•• 9• • • 9 352 368-6922 Ext 291 •0900 0 so • • • • 09.00• 0• • 0000• Category Windows •• •• • •• •0 9 0.9 0 Subcategory Horizontal Slider •9 0 • • • • • • •00.9• •90900 Compliance Method Evaluation Report from a Florida Registered AmAkeet or allcmmd i••••i Florida Professional Engineer •• • 0000 • • EZ Evaluation Report-Hardcopy Received •00• 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 F0 Validation Checid lst-Hardcopy Received Certificate of Independence FL167366 111 COI EvalRen CWS-8715(HS-8200. 74x63.IMP).Dd Referenced Standard and Year(of Standard) Standarid 3aw AAMAJWDMA(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 hripJ/www.floridabuilding.org/pr/pr appdtl.aspx?par=--wGEVXQwtDqu8obl%2tI7.m6... 6/24!2015 Flori&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 Produds FL 0 Model,Number or Name Description 16736.1 HS-8200 PVC Hortzontal Slider HS-8200 PVC Horizontal War,IMPACT,74°x 631,XO or OX. Limits of Use Installation Instructions Approved tar use In WWRa Yes &=6 R1 II CWS-8718(HS-8200.74x63.IMP1.ctd Approved fbr use outside HVHZ.-Yes Verified By:Lucas A.Turner 58201 Impact RnM Yes Created by Independent Third Party:Yes oes#gn Prt amm+60/-60 Evaluation Reports Other large Missile,740 x 63,DP+1-60 psf.Outer Re In FL16736 R1 AE DuPont PVB NOA 13-0129 27.odf I.G.must be safety glazed when used above 30 ft.in HVHZ. FL16736 R1 AE EvaIReD CWS-8718(HS-8200.74x63. Glass romplies to ASTM E1300-04. IMp).pd IF16736 Rt AE Ouanex_(Mikronl NOA 12-1017 02.ndf Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,1110 x 631,XOX. Lhn of Use Installation InstruMone Approved for use In HVHZe Yes FL16736 R1 II CWS-8698(HS-8200 111x63.IMP).odf Approved for use outside HVHZr Yes Verified By:Lucas A.Turner 56201 Impact Retsh tants Yes Created by Independent Third Party:Yes ••••• • Design Prepare:+60/-60 Evahtatian Reports • • •••• •••••• Otberr Large Missile,1111 x 631,DP+/-60 psf.Outer Ilte EL15736 RI AE DuPont PVBNO(�a13�i29 27.odf • •• In I.G.must be safety glazed when used above 30 ft.In FL16736 R1_AE DuPont SGP MDR 11%624 • • • HVHZ.Glace complies to ASTM E1300-04. FL16736 Iii AE EvalReo CWS =Bettis-8200.ARia6s. 0000•• IMP).odf ••s•• F t 6736 Rt A D ran x(Mikron)NU 12-1017 02.• :0000: Ddf Created by Independent ThhdpBPli:•Y :0, • • • 0000 • •• ••••• ® ••0000 00 • 0000• 00 •• • 00 0000•• 0000•• • •0 Tent Sh;; phoum 25e-487-1st�d • • • •••••• •0000• The state of ftr4a Is an AAAMO ampbrien CamwieM sem zms stare of Flmtda.:;RdlamLshdamd 1:j rLSW ::RMfigj6k&mQ •••••• Unpin florlde law,emal aammsas are public records.if you do tat want your 94W I address released In reepoese to a public-taLDrdB rmluae►•do n t ad{td • • electrotde mss tb tlla9�r Ittetaad,toala<S the ofNaa W phmor by trMtWwl map.8 you haw wy quesdw4 plmm aantaet s5a.497.13gV4v%"Iaat to !fin 435.275(3),ft1da SWUMis,elfetUve txmber 11202211" Ucenwm under Cater 45%FA moat provide ere Dtq aftwd wdh an small oddra s M they have Otta The smalls provided maybe acini for oftkW Wmwnad®tian wth the Ikaosao.However areas eddna m are public record.If you do not wlah t0 awpb a per .address,ptow provMe the Department wah an emaa address wNeh can be made awlable to the punk.To detwmlm H you are a Hamm odder chapter 455.F.S.please tact hmL, Preduct Approval Aodspler am se w tuta*s hq://www.floridabuilding.org/pr/pr app dtl.aspxVamm=wGEVXQwtDqu8obl%2f[Zm6... 6/24/2015 URNER1239 Jabara Ave. North Part,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 Wmdow,Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44a Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61020-3.005(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) Ibis report,prepared by Lucas A.Tumor,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-869B,signed and sealed by Lucas A.Tumor,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 porformed: TAS 201,202,203 `94,ASTM E 1886`02/04/05,ASTM E 1996`04/06109,and AAMAIWDMA/CSA 101II.S.2/A440`08 4) Supplemental Calculations to support CWS-869B,signed and scaled by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-869B. : . . "" "•'0• .. .... Limitations of Use: This product: ...... .. ...... • 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-De404ftA. 13- •• 0129.27*,and in the fixed glass requires Dupont SentryGlas Interlayer per Mihmi-DWe N.":. ••••'• 11-0624.021 0 ••�; • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. fl 1017.021- t 017.021•t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5a`Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. ��;i�ttiuui:ffi#•ipp__ No a` 4/18/2015 STATE OF �Z Lucas A.Turner,P.E. FL PE#58201 t- 11641#1111111 0ONAt 0�'� Lucas A. Tumor .�� 2015-04-18 22:21-04:00 <:HH:0RlZ0NTAL SLIDER- LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN 15 DESIGNED AID MANUFACTURED TOCOMPLY WRH THE FLORIDA BURL OOM IPSO),CURRENT EDITION DIMIMM THE HIGH VELOCITY HURRICANE ZONE(HVHQ AND IS RATED FOR WIND ZONE 4 MOBILE LEVEL D IMPACT USE AS DEFINED OCALA. CWC�34474 IN ASTM E 1886 PER THE FBC. 2.GLAZING OPTIONS:WE SHEET 2) 3.0ONFIGURATIOVB:'0X'.'XO'. am Ivrr HORZ SODER 112114'MAX OVERALLt WIDTH 4.DESIGN PRESSURE RATING: I�IParif -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111'MAX LWr W VrH GLASS TABLES ASTM E-190x04. -POSITIVE DMIGN LOADS BLED ON,TESTED PRESBURFWATER _q INFILTRATION TEST PRESSURE AND GLASS TABLES �� Q� ASTM E-130 44. A 8 ANCHORAGE=THE 3314%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT,SEE SHEET 6 FOR ANCHOR DETARS.WNXM DURATION FACTOR Od>1.B WAS USED PDR WOOD ANCHOR CALCULATKMIS. g MAX ' S,PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERB ARE NOT a OvepALL ' REQUIREM THE IMPACT ROTARY LOGS ARE INTENDED TO BE LEFT Go KANGE UNLATCHED OUR=NORMAL OPERATION O=THIS PRODUCT,BUT � m�� HEIGHT S 13 BE PROR TO EXPOSURE TO HURRICANE WINDS AND 4 W FLYING DESM. �aEtr or MAXsas 19/18° 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT BEAM SEALANT t 1 ae�w USED AT FDMD MEETING RAR AND HEADIBIL HrJaHr ' OLD p ' Q DLO 6 SERIES I MODEL DESIGNATION H"M B m 4 Z 8M8' 6 9.THE OESMATM X AND O STAND FM THE FOLLOWING: SAM t O X-OPERABLE SASH,O-FDW SAKI HEIGHT ' i 8 10.SECTION CALLOUT$APPLY TO ALL ELEYATIBIN A SIMILAR //n4E? LlC 11.EXTERNAL.WEEP SLOT-1W z 1"LOCATED 4 FROM BOTH END&Su A Ci A 9 STATE OPS a MAX BASH WIDTH LU(ee A. Tumor .tn 2015-04-11 Z;z_ 15:17-04:00 4M 112015 LUCAS A.TURNER,P.E. FL PE A 68201 1238 JABARA AVE. •• ••• • • • • • •• NORTH PORT,FL 3428 • • •• • • ••• • • PH.941-3M)-1574 • •• • • • • • • •• ••• •• • • • •• GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERALNOTES&ELEVATWW...._....1 GLAZING DETARS ». » ._.___. _2 TEF 10/11/13 SECTION VIEWS&GLAZING DETAILS.-3 UNIT SI LGN EXTRUSIONS& SSU FfiA IMPACT RATING US &O M» »_ _......._»„.».4 ANCHOR SCHEDULE 111"x63" •• • -t�f- �P LARGE MISSILE IMPACT cws-m a INSTALLATION DETAILS..___-_....»»..»6 lmllr- 1:20pF SS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • womwmMum ISM SW 44TH AVE OCALA FLORIDA WWW.CWS= 34474 82W PVC 7Wr OVERALL HOFM SUDER sns"AWNEALEDORTEMPMM Mr OVERALL IMPACT 114"AIR SPACE 1fi"ANNEALED OR TEMPEAW y 7118•LAM SW AIR SPACE 3118'ANNEALED 8118"LAM .M SENTRY GLASS LAST NPIERLAYER :VVr ANNEALED Y 1L 3110 ANNEALED ,090 CJI PVSINTERLAYER PURPHOr MAZE"W 'f"ANNEALED SNIAP M 852 uj PURPECTGLAZE"W SW 1 sNtAFLE7(8s1 a 1 ill GLA5N;SaTE C Q ' Ur M488 are o m4Z 1441�7netA/� v O ja-4�No 88204 Cep 9 81TAT8 OF4� 0 GLASS TYPE 9 .�� 3A8H C4L1t8S �y�8��: t'r4�r F M GLASS z� 4/11/2016 LUCAS A.TURNER,P.E. FL PE ON= •• ••• • • • • • 1239 JASW AVE. • • • • • • • • ••• NORTH PORT,FL 34298 • • •• • • ••• • • PH.941,80-1874 • •• • • • • • • • • • • • • • • • • •• ••• •• • • • •• GLAZING DETAILS • ••• ••• ••• • • TEF 10/11/13 • •• • • • • • • • CiNS-889 B •• • • • ••• • SHEET 1:1 2OFO ••• • • • • ••• • • • • • • • • • • • • •• • •• •• • • • •• •• • 0 0 • ••• • • AV7'ERlDR wwwwmraoqs 19 a 49 1 1 19W BW 44TH AVE. OCALA,RARIDA34474 W1NW.OWS.00 sm PVC HORZ SODER AAAPACT 9 2 5 8 1 8 1 SECTION VIEW D-D p JAIL ROTARYL02CS JAMB ROTARY LOCKS: MAY BE SUBSTITUTED FM JAMB 1 SECTION VIEW 8-B WACT LOCKS ON E UNIT'S MMIRED PAN UNITS. - 't � Q 81.37 W 1 mmwm 1 tD4Z I� HEADBd waqmfm FSC{TVH•1 V" q M N RN pdTER00R pyS :aC 9 BTATE OF 1449; JAMB a1PAcr HDOI� 4� m OA ROTARY LOCKS 28y �z lACATEDATTHIRD NTS. V 411112015 NOTES: -EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. MUST BE USD IN BOTH JAMBS OF RANGE UNITS. FL PE S 38201 9 7 •• ••• • • • • • -ONLY ROTARY LOCKS MUBTBE USED IN WTH 1239JABARA AVE. • • • • • • • • JANI83OF FIV Wim• NORTH PORT,F-34280 • •• • • • • • PH.941-MO-1374 • •• • • • • ••• 1 SECT[ON VIEWS SECTION VIEW A-A 000 • • ••. ••i ••4HEAa iAPACT HOOK AND TEF 10/11/13 • • • • •JANA3IpgpACTNQaWROTARY LOCK LQCATOVS - •• • • • • • •0 0 • • I= CWS B ALTERNATE FAV FRAFAE • • • ••• • SHEET 1:2 30F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • 1 17®1 PARL'• PTifN�l PARIS LIST VH�R BlATH11AI. 31At" 31� CommGOIrWI18.ICILON I H3048 Met From,SHIFTS,Flargm PVC Mdwn PVC ave• 2 KIM FbW Rea,HO"Duty,Abtmimm K"U-k Akan 1 2 19�SW 44TH AVE 3 58077 Corer,HD Bred Ra B,PVC M*m PVC OFLORIOA34474 5 P•48J8 #8x2112'PhMad'TMUTypeA1F A Steel 81ths• lite, 3et1ir �� OMAOMAIWr Ills' WWW.CM.CC 341t 8 P3Seam SqW9,WWW Spm Sly 7 8.1778 Ragar7ask Adm COFVVeA , PVC-1 B S3 8—AdQp Wr,.Iamb,PW momPW -+• Ila' I� FIORZ SLIDER 9 58014 SerM Adapter,Heed&SBI,PVC mom PW PVC" HD Mra RAIL-101 10 PAM Weep Dmw W ft M&AL Nylon PVC FRAME FI*=8 IMPACT 11 SSe4 Gftdfq Sod tr was PVC e 12 HSW Sash RW L PVC Mgm PIS Orr RE t3/1 13 M4051 Sash Pug Rea,PVC L me PVC efe � � 237te' 314 H Sash TgWBcL Rag,PVC AAlm PVC 1611r 1 TI y1b H-1407 ROK Sash A Rea KWWA Alum Ina, Ina- L ins^ 2 Uff a}m 15 M490 R rt,Sash,Skis Reil Kaymadt Alun) 17 WIGN PabdUrNmo d,Sash PUB RaR KSYMW k Akan PVC SASH WM RAIL- PVC SA8H Bs)E RAIL-W81 PVC 9081-TOPBIU RNL4= PVC HD m TQ RAO.CWER-Wrr p 18 P3428 Wsgl,oTN x.1S7bsclt FtSael, LJhradab 0 rr RER AL $ � LA 19 P3783 Lac,broact,PVC knock rJt OUTERFRAJA 2D P-405/ 08 It 1 114•Ph Flat Tek,Wht. Fast4ar01 8 p1.6 21 P•4= Keeper,I npact,PVC Fostoxdt — 1 4iE 22 P-M 198 x Wr Square PH Tek,WhL Fastens! mm ( � I fire' aw 23 P4958 !! an Lack bdsAodt t me• 1. , 24 P 4W9 832 x 1/r B0•eF Faetenmr Ir8@r10dt Inv teas' tnr m d 25 P-452 "M RotmY holt bs6 Clt ins' WMA MTM RAIL-1497 28 P-4770 Rdlsr,Tetrdam M&M [+lytorl PIAN M W18>O SASH REM.-lase 27 P-8541 #B x 1PC'QMW PH 7EK2 Mw Fasters! Stow HEAD WPAOTF{OOK-18M 3!4• ��pRE•!�.,r day, 28 GLASS SEE SHEET CARDINALCo 3+fe' sne-�7/ts` 1114 �' v�OB*8�� • 29 Prakxi�ate'H°a SBtaBerr 552 "UnImmum Smom ��7 V l9• E�R2D1 W P-m Sa BBI.,85 Dur.,1At'x 718"x r LS Frsnk Loan m tdrer 31 P- m8 Srxaen Frame ABnretgl , -`j et8' &B.R.19.B,R.-1496 vii •s. a R 32 P 4754 8aeert Garner Kay Ahmed ort ROLLER TRACK-17Ts 7tp STATE OF FYI 33 P475S 8Ct8err Cwrrer Key vdSataty T�1 ABmmal 1ne' ice„ •ARA O 1d� s� . ..so. PLANYmYW2000 PANE WPACTCATIhi-LtmO „ �7ATy ";Men•" 3d P,902B Saewr PWI tab 3rat►mk 71a' I P3033 Screan spring FTe Sprig SB Orr 38 P3228 ScreenSmileamb, Daps p PYmQL4mWm-W" Vie' CUM 6 37 P 4772 Scrawl Cbih,Mase 81 M BEAD-1112 Ll1CAS A TURNER,P.E 40 P3113 Sam PVC Tmn Pbmw Rubber �� ,� „Ap� FL PE JRN 41 P-3752 CWP Ping,I&Now M&M Hylar •• ••• • • • • • •• 1�3° sre' �15flr 1259JABAS AVE42 8.15T7Impact Hook,Frame,,tmb Keyrrrark Alrmr i • •• • • • • � 8 NORTH PORT,-FL 1574288 43 8.1112 arHaad,.lamb Kaymgt Abmt • • • • • • 7AY 1n8' vie° PH.S4f�-1374 44 S,1t000 hVWChimral,Saah Kik AWm PVCSCR fWCATCH-am " Imomawflm of ••• PNdifYB?tdr, • •• PVCANTI-LIFr-MM 45 P3748 1X548 Ph FH IEK,2i1c,Painted Ajax Ste X-UM SASH WPACT HOOK-1877 BOM AND EXTRUSIONS 48 8-18!0 trpect Hook,Frimrre,Head Keyrrfak Akan sns• 12' T1s" t 1Ar 47 H-W48 AAsin Freta•,SHIFTS,Ft,PYC mom PVG � ��Viw• ••• ••• ••• • CRUM or. 48 S406 RoOerihick,PVC,(001430) MBaon PVC • • • • • • a • • TEF 10t11i19 49 P-5250 Lack,brrpect,PVC, • • • • • • • :Mm SUPPORT-3118 PVCBthtEEMSAIPPOAT-as14 _ kssrmgc • • • • • • • • • a 50 P•4730 N x t1Y Ph Mod Three 1EK Fastwrai Steel L8 8 QQT U8 • • • • • • CWS 859 B 4' NOTE:ALL •t7fT WSIQNS ARE MMMMJM 8085•T6 MESS OTHERWISE NOTED. SHEET 1:2 40F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • 0 0 00 06 3'(TYP.) 1800 SW 44TH AVE. 8"MAXT►'lPa 3•(M.) j+- }� ,C I 8EEt[OTEz 4 MNC(iYPa 6'MAXQC(iYPd OMA FLORIDA 34174 ++ IMAX a MAX CM.}- WWW.OWS.CC 8"MAX(TVP.} rT INSTALLATXX - - aw PVC ANCHOR(17P.} r HORZ SLIDER MAXO.c. NPpCT crYPa MAX tT aac. X MOM ANCHOR LAYOUT-(FLALF] LAYOUT-(F1N1 1 m<� 4" - hi No 58104pit s1� NOTES: t�� GRATE OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SIL ANCHOR SPACING SAME AS HEAD. R�{O,R , p�y � .� 2 SHIM AS REQ AT EACH INSTALLATION APIC USING LOAD BEARING SHIM.MAX ALLOWAE E SHB1 STACK TO BE V4".USE SHIMS WHERE SPACE GREATER THAN 1/18'IS PRESENT.LOAD BEARING SHIMS SHALL BE CCONSTRUCTEDOFHHON DENBTTY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALU . 3.ANCHOR TYPE,SIZE„SPACING AND EMBEDMENTSHALL BE AS SPECIFIED IN THESE DRAWLS,SEE TABLE 1,SHEETS. 4111/201$ 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A(ORROS!ON RESISTANT MATERIAL OR CCATIM DISSIM"METALS OR MA LS IN CONTACT WITH PRESSl1RE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 458201 •• ••• • • • • • •• 1238 JABARAAVE. 5 INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACNRBR'S INSTALI ATIO NANCHORS SHALL NOT BE USED IN SUBSTRATES WITH MTIEMGTHS LESS THAN THE MWIMUM NORTH PORT FL 3 SPECIFIED IN TABLE 1.SHEETS • • •• • • • • • PH.941 311 1 34 • •• • • • • ••t • 74 8.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL.DRESSING OR STUB � EDMENT SHALL BE BEYOND WOOD BUCK,IF USED,INTO SUBSTRATE. SHEErVEIMANCHOR PTtm. LE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT FILLED CMU MAY BNCLUDE BUT DO INOT 1k Wvvu 'K BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 94STALLATUM TO HOLLOW CMU REQUIRE 114E USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE 7.A MINIMUM CENTE14-704ENTER SPACING SHALL BE MMNTAWED BETWEEN ALL ggrEVW r F:j 1-FOR VOID VD METAL K3KEO BY•.,�+•� ___ TEF 10/11/13 a W TK MEE INTHE MWpMUM STRENGTH REOtlBEMBYIS/LS {STA SIjEn C Ef6AiND��gTR S MAY NOT BE CRACKED.TO TRANSFER WL LOAD TO THE STRUCI UIQ. • •• • • • • • • • CwS-SS9 B I SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF 289 ALLATMN SHALL BE DONL•BYOTHEMS FOLLMI NG THE CURRENT VERSION OF THE REFERENCE DOCUMENTS SHEET FMWfAAMA 180(FW W INDOWSI PMNAAMA 280(FLANGE WINDOWS},FMAIWOMA z T WINDOWS},FMAMAMAMOMA 3DGXK E UM DOORS) 126 5 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • TYPICAL RBAD ANCHMIAQE UN.EMBE)L4w SEETABLEI allBSTFIATE MIN EDOBI E 1 DIST. 1W40. SHIMSEE TABLE 1 � DMW. SUBB RATE W SYBT BYOT}�Ra IBMSW44THAVE. 7 F3EE TABLE t OCALA,FUIRMA 94474 SEE TRATE BY OTHERS 1VINSWANDOLIT MAX am WWW.CWS.00 SEE TABLE t LLER ZVOWALLER MIN.EMBEDMENT MR EDGE DIST. FERtMETER SEALANT SEE TABLE 1 SEE TABLE i MWEANDOUT INSTALLATBIN ANCHOR am PVC am TABLE I HORL SLIDER EAMENAW PLA WYSTBYALLER 114•MAX SHIM �T IMPACT A —1 ui a e� PERNETER SEALANT 0 NT BY AO ANDOUTINSTALLATION04STALATIONANGOR NT BRAID SFE WJE1ANCHOR W m SEE TABLE 1 E BY WrBTALLER SEALANT BEHIND 6 HOR¢oNTusECTWDNFIN BY16TAUFA /c`\ HNLiza+rru sECTroN 11gggCC 8 TrPICAL IAaLe MSE S TYPICAL RN ANCHORAGE W HEAD AND BIL WELAR FOR FN W gTALLATWNSEALAW BEHIND m cc U4'MAX&Ifm FLANGE BYWTAUJM S p m+t PE11FA ALLER SEALANTMK MASECIAENT NSIDE AND R S 'g gtittryy hN i ,.��At oo SUBSTRATE BY OTHERS � N. 58201 7 SEETABLe t MRv.TABLEDIST. s 5 TYP >ANCHORAGE ��1Iy STATE OR lT� TABLE 1:APPS OWALLATM FABT9S3IS 4/11/2015 mmam TYPE LUCAS A.TURNER,P.E. CONfSiETE(2 0 KBt MBA) 9118'ITdW 7APCDN T:: 1- PLFIIMETL R SEALAPIT 12'9 PEJABARA AVE BWMDDEANDDOLIT NORTH PORT,FLWM FLANGE GENE(28b KSI MIW) 9118•ELS ULTRAOON• • 47•• �p� HCRQONTAL Si>9CT�N PH.641-080.1574 FLANGE CiRQIJT•FI L EO CMU(ASTM Ci13D) 3118"ELt'A ULTRAOON /2 QAC FRAME W�TAL1AT1g4� FLANGE MXMPI.Soune NPNE(G=O.m 3fir •• .• HFADAI�sLLLs[NRARFORBO�Ce�TALAATWN OR ELCO ULTRACON INSTALLATION DETAILS2XMIN. RN PINE(0.C.W 010WOODSCREW 7W FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING;THE FLANGErNGE 1S OALIOE(O.OBt>ry MWY.STEEL STUD $10-18 HI.n KWK�PLFW � UP TO AND INCLUDING A BOX FRAME APRiCATION IS ACCEPTABLE PROVIDED:(93KBIYIDMIN} TEK8 BELF•IBLB LINT 89REW* 7�'i • f MIId.1l4 FILLET OF CONSTRliCl70N{1RADE ADHESRIE CAULK IS APPUEb TEF 10!11/13 UW ALUM.(8MIS Mk) Da�sSELF • 7* • • INSIDE AND OUT FULL PFR�ER,BY IdSTAL.LER. OyyS 88BNAP$LEEL(33 KSI MWV.) 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