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WS-16-87 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-250797 Permit Number: WS-1-16-87 Scheduled Inspection Date: January 27,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: PETION,ANTOINETTE& EMMANUEL Work Classification: Window/Door Replacement Job Address:368 NW 111 Terrace Miami Shores, FL 33168-3340 Phone Number Parcel Number 1121360010540 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792.4415 Building Department Comments REPLACE 14 WINDOWS WITH IMPACT 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 January 26,2016 For Inspections please call: (305)762-4949 Page 29 of 62 Permit No ""W' S Miami Shores Village BImit Type:1�nd�fShutk�:. 10050 N.E.2nd Avenue NW ctritCtasfticin.Wlncori�rbr Replacetn, •'• Miami Shores,FL 33138-0000 rarm i Phone: (305)795-2204 'erxlt Stars:AP"'ROVED f`R19Ah Expiration: 07/20/2016 Issue Date:1122, /20 p Project Address Parcel Number Applicant 368 NW 111 Terrace 1121360010540 ANTOINETTE&EMMANUEL PEI Miami Shores, FL 33168-3340 Block: Lot: Owner Information Address Phone Celt ANTOINETTE&EMMANUEL PETION 368 NW 111 Terrace MIAMI SHORES FL 33168-3340 Contractor(s) Phone Cell Phone $ 21,000.00 Valuation: FLORIDA HOME IMPROVEMENT (954)792-4415 Total S q Feet: 00 Type of Work:REPLACE 14 WINDOWS WITH IMPACT Available Inspections: No of Openings:14 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.60 Invoice# WS-1-16-58311 DBPR Fee $3.60 01/12/2016 Check#:21636 $50.00 $242.80 DCA Fee $3.60 Education Surcharge $4.20 01/22/2016 Credit Card $242.80 $0.00 Permit Fee $240.00 Scanning Fee $12.00 Technology Fee $16.80 Total: $292.80 In consideration of the issuance to me of this permit, I agree to perform 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: 1 certify that all the foregoing info all is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above- contractor to do the work stated. January 22, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 22,2016 1 w s Miami Shores Village RECF.TVIFD Building Department JAN 12 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 F B C 201 BUILDING Master Permit No. mu PERMIT APPLICATION Sub Permit No. BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: .3(0 S NW ) ( Tm2• City Miami Shores County Miami Dade Zip: 331�O 8 Folio/Parcel#: I - Z 13(0' 001-05U0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): A��IN�^ ��n°N Phone#: Address: 3(08 MW Ili T%24L' 3 3l(od City; 0INMI 51­1102:5 State: fl' ZIP Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FLCVDA �dl ll'tp20V1�"T'1 T Phone#: 454. 114 ZyUt5 Address: L0'10 5W 3D A•Ve City: +10-1 u-=00 State: �L Zip: 5331Z Qualifier Name: 'yW T I5t7-N t5rr Phone#: State Certification or Registration#: (y-'MLP 1690 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Z 1 0DOO Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ye:P�a:� I y W 1p Dow5 uo01 f'1 per• 51 Z%6 Foe 5 ize Specify color of color thru tile: Submittal Fee$_ Permit Fee$ a y D �I0 CCF$ (Z ,66 CO/CC$ Scanning Fee$T2 , 63 Radon Fee$ ,-'` �� DBPR$ d Notary$ Technology Fee$ 6 00 Training/Education Fee$ �,j ' 20 Double Fee$ Structural Reviews$ 91 Bond$ TOTAL FEE NOW DUE$ BD (Revised02/24/2014) f 4-t Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 5 day of JWUA24 ,2200�� ,by 15 day of JWOAl2-q 20 ('F' by WTU(Pe whC who wn to *`11x &)eNG1ha ersonall n to me or who has produced as me or who has oduced §j^ QNZAAP'*,,�, e� �. . S,ON EXp" identification and who did take an oath. identifica on who did take an oath. v�• ��2 2oi> >9F q�F NOTARY PUBLIC: NOTARY B o= r ®_ :� ®• 2 ;ire Sign: Ole,0 Si d�Lr •. n 6°° :o e Print: y� Print: Seal: �o4Arnue`oSeal: • ANTONIO HER NANDEZ MY COMMISSION ii FF 164915 l__ pEXPIIRES:October 1,2018 APPROVED BY T Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Proj Vrty Search Application - Miami-Dade County Page 1 of 1 OFFICEOF THE PROPERTY APPRAISER Summary Report Generated On:12131/2015 Property Information _: .. - Folio: 11-2136-001-0540 = 368 NW 111 TER Property Address: i Miami Shores,FL 33168-3340 Owner EMMANUEL PETION&W ANTOINETT - -- 368 NW 111 TERR 5 Mailing Address MIAMI SHORES,FL 33168-3340 I � Primary Zone 0700 SGL FAMILY-1551-1700 SQ -" Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 2/2/0 Floors 1 Y ` Living Units 1 A Actual Area Sq.Ft s '' Living Area Sq.Ft Adjusted Area 1,756 Sq.Ft Taxable Value Information Lot Size 7,500 Sq.Ft _ 2015 2014 2013 Year Built 1953 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $45,324 $44,568 $43,171 Year 2015 2014 2013 School Board Land Value $134,829 $80,514 $37,701 Exemption Value $25,000 $25,000 $25,000 Building Value $122,218 $119,057 $119,057 Taxable Value $70,324 $69,568 $68,171 XF Value $3,858 $3,905 $3,953 City Market Value $260,905 $203,476 $160,711 Exemption Value $50,000 $50,000 $50,000 Assessed Value 1 $95,324 $94,568 $93,171 Taxable Value $45,324 $44,568 $43,171 Regional Benefits Information Exemption Value $50,000 1 $50,000 $50,000 Benefit Type 2015 2014 2013 Taxable Value $45,324 $44,568 $43,171 Save Our Homes Assessment $165,581 $108,908 $67,540 Cap Reduction Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Second Exemption $25,000 $25,000 $25,000 10/01/1997 1 $84,500 17829-1588 Sales which are qualified Homestead Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Short Legal Description 36 52 41 NEW MIAMI SHORES ESTS PB 51-80 LOT 6 BLK 3 LOT SIZE 75.000 X 100 OR 17829-1588 1097 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http:llwww.miamidede.govinfoldisclaimer.asp http://www.miamidade.gov/propertysearch/ 12/31/2015 r C� r 5 1 tr ® ® ✓,qN� ` a Specialty Engineering venoCon ,Suite Inc. n 5 1599 6W 30 Avenue,Suite 020 EKGtnFF.s,fc Whd VelorBes N South Florida �, ®�� Boynton Beach,FL 334328 Dade Broward Palm Beach n a FL.CA 0 009217 v Risk Cm.1 165 1% 156 Low hied'W humans f shed 5 Risk Cat 2 175 170 170 Sin Femil 12esideoces r / 1 Itisl-Cm.3&4 186 190 180 F--dial Futilities P:=q h-1 GCp-GCp l I Intsdrr4Fons and OrtBlatlo of tlsa \ / 1 I Charts Provide wind measures based on the mean roof heighL And shat not exceed 130'47'. 2 n assures ere for-enclosed shelters 0r other hn resistance otection r u7 V(mph) 175 1620 FBC for HVIK or Fig.26.5-Ie 3 User shall determine the Mae.roof ht, Eave he ht+Roof Peek Risk Cmegmy II Table 1.5-1,page 2 4 End zone distance is the lessor of 10°k of le 1 O-A of width,or 40%of the mean roof h M and not leas than T-W Exposure C Section 26.7 5 If 5004 of a co neat Is in a Particular zone then that component Is considered to be b zone with the ma of the area.If questionable then b Zone 5 Kd 0.85 Table 26.6-1,page 250 6 Each com nen window,door,mullion has a area that•area to be treed.Area of components to rounded down but shall not be less than 10 at. Ku 1 Figure 26.8-I,page 252 7 For NON9 that require a Kd=1.0 then m the values listed herein 1.18. GCpi 0.18 -0.18 0.55 8 Wind pressures are based on Allowable shoes design. pitch of roof 3112 14.0 degrees 9 Design pressures Med herein are valid for Exposures B and C and exposure D.ftm roof height t da 14.0&W- signed,10 Cheds std values hated herein are only valid when dated and sealed Ga McD le PE 556214 or Mark LeBlanc PE 035883 11 Vlltrd d n assures are calculated In accordance with ASCE 7-10 Method 2 12 No reduction Is taken for slo less Own 10 degrees. Area of i A-of Area ofeampancal Area of A-foomponant Area ofoornponcat Area of cam t Area of Area fArea of t Area of t 10.0 sf 15.0 sf 20.0 sf 25.0 of 30.0 sf 35.0.17 40.0 of 45.0 sf 50.0 sf 55.0 sf 60.0 d Moan Roof Ilei Zone 4 ZoZel%LS, Zone 4 Zona 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 V. 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 IS 43.4 -53.6 f 42.2 -51.3 41.8 -50.6 41.4 49.8 41.0 -49.0 40.6 48.3 40.2 47.5 -39.8 -46.8 -39.4 -46.0 -39.0 45.2 -38.6 -44.5 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 41.6 49.7 41.1 48.9 40.7 48.2 40.3 47.4 -39.9 46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 40.4 47.2 40.0 -46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 43.5 -52.6 43.0 1 -51.8 42.6 1 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 1 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 • 0 •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 • • 30• •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 • • •43.0 043..40 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 *00000 •id• ••46.6 -;7.6 •45.3 -55.1 1 -44.9 -54.3 -44.4 -53.5 44.0 -52.6 43.6 1 -51.8 43.1 1 -51.0 42.7 -50.2 42.3 49.4 41.8 48.5 41.4 47.7 • • 043.4 043.4 •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 - 0458•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 • •• 3.8 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 7.5 Sf.'7 0-46.2 -56.2 45.8 -55.3 1 45.3 -54.5 1 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 ••••• 0 •44.2 •*4C• 9 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 _"246.6 -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 0_6• • ••!•• 044.6 0 44.6 9 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 **go** 25 •48.4 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 -54.6 1 45.2 -53.8 44.7 1 -52.9 44.3 -52.1 43.8 -51.2 43.4 1 -50.4 42.9 49.5 0 0 • 45.0 9 gl"•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 000000 26 48.8 .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 0 0 0••0 •45.3 ITT 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 •-60.1• 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 .4 7.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 • •49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 -56.8 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 -44.9 -52.4 44.4 -51.6 44.0 -50.7 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 41.6 41.6 41.1 41.1 40.7Q Q Q 40.2 29 49.9 -61.6 48.5 -59.0 48.0 -58.1 47.6 -57.2 47.1 -56.3 -46.6 -55.5 .2 -54.6 45.7 -53.7 45.2 -52.8 44.8 0® 0 LI 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 429 ` .9 41.4 41.4 40 30 -50.3 -62.1 48.9 -59.4 48.4 -58.5 47.9 -57.6 47.4 -56.8 47.0 -55 -55 4 0 A%-.I _4 6 -53.2 •`3f5. B• w w 'a o •� O ® 01 �® Miami. hoes Village e 1t n��� ovD 13Y DATE- e ® 015 - OF ;ijj m •4o 7 j ',`CT O CCP,IPI-VNCE WITH ALL FEDERAL i MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:368 NW 111 TER MIAMI SHORES FL 33168 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 -43.4 109 3/4 x 62 NO NO YES 2 .j. FL16736.1 -53.6 35 3/4 x 49 3 FL16736.2 1101/2 x 49 4 y y y J. �• �. J. �• J. .L 5 .L FL16736.1 -43.4 351/2 x 24 7/8 6 72 7/8 x 25 7 35 x 37 8 FL16177.1 +70.0 -70.0 35 5/8 x 371/4 9 FL16736.1 +60.0 -60.0 35 3/4 x 49 10 35 5/8 x 24 3/4 e • • 72 7/8 x 371/4 err .�• -53.6 73 x 371/4 • • •••• ••1s3r•• •• �,• •• 72 7/8 x 371/4 ••1d.. �.. .�. �, .j, �, -43.4 72 7/8 x 491/8 • • • • ••• • .. •••• i1 1 } I r t.. , ) I i I I i o go N ! • ; i I IT 16 •W1� I . M o LL • I , i � ( � .{ ', , ' � 1 i i I..� } I ; 1 I i ,. I � ' I a4)ol Is* !I I I ter Llj`T i R • .• • ••• 4 • .•lay : ; i .. i I..)..._} �•.S 1 + I i.i_ } .I I.. ;._. . 1 1 • • I-tr-, Alsee vu �. ((a•>,•.b i..; , , � f ,�._ -�"; ) ' .�. 1 I � I. i I ;c� .,.. {.., _; ! � -I .111)..: .I 4-1 • I �. _.•._1._.)..,. , L..j._:..�.._._.._. .......:.._ 1 _..:.� ._. �_ t._1...,...._ _ �_T� .;..-4-- _-i._..1. a .;:. - - ; I Florida Building Code Online Pagel of 2 49 It-- 1 R01 DPM d 005ftim Leo In User RMWatbn Ha Taples SOmilt S rchame Stats&Fads i;-'_ Mines vp Product Approval Professi n'al gous":Public USW Regulation mom $Rduct Aooroval Menu>Prndurt er Aoolkatlen Search>A=llcatlan L§t>Appaotlon DoW FL# FL16177-R1 Application Type Revision Cade Version 2014 Application Status Approved Comments Arc hived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss*cws.cc Authorized Signature Koss Erin ekossOms.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekon*cws.cr Quality Assurance Representative Jay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory mangle Hung Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer 0 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 2 Validation Checkllst-Hardcopy Received Certificate of Independence FL16177 R1 COI EvalReo CWS-8128(SH-8100 IMA NoSillAnch)odt •• ••• • • • •• Referenced Standard and Year(of Standard) • • • •• • • • • • rear •• • • • • ••• • AAMAI7FQ:/1O1 `A44®-08 • 2008 ASTM E1300-04 •P1.512 • • • •• 2004 ASTM E1886-05 2005 ASTV EI%94§p9 ••• ••• ••• • 2009 PA�AS 20'202/203•• • • • 1994 • •• • • •• •• • • Equivalence of Product Standards •• • • • • • Certified By ••• • • • • or • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?par-UV�v 44y;tDiyyt4Ag�X 100... 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 FBG Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limbs of Use Installation instructions Approved for use In HVHZ,Yes FL16177 RI II CWS-8128(SH. 8100 IMP,NoSillBnchl pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant Yes Created by Independent Third Party:Yes Design Pressure:t70/-70 Evaluation Reports Others SH-8100 PVC Impact,no sill anchors required. FL16177 R1 AE DuPont PVB NOA 13-0129 27 odf Safety glazing required on outer lite above 30 ft.in HVHZ. FL16177 RX AE Evallkep CWS-812B(SH-8100.IMP, Glass complies to ASTM E1300-04. NoSillAndll.odf EL16177 111 AE Quanex(Mlkron)NOA 12-1017 02 pdf Created by Independent Third Party:Yes sack ::1940 Worth Monroe sem±.Twdah FL 323991 :850-487-1824 The State of Horide is an AA/W0 employer.f omrrioht 2007.2013 State of Flodda.::PrPjam Statement:: ::aon,wd 9Wer.,w.rt Under Florida law,email addressee are public records,If you do not want►our e-mall address released In reaponse to a public-records regii,do M send electronic mail to this entity.Instead,contact the office by phone or by traddtlanal mall.If you have any quest!ors,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida statutes,ewective October 1,2012,licensees IleenSed under Chapter 455,F.S.must provide the Department with an emall address r they have one.The emails provided may be used for official communication with the 6cereee.However email addresses are public record.H you do not wish to supply a personal address,please provide the Depa,bnen with an emall address which can be made avallable to the public.To determine It you am a licensee under Chaps 455,F.S.,please cD&heat.. Product Accepts: ®0®® tinwrit ut rau-n •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• •••00 ••• • • •• • • •• •• • • ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr_app dtl.aspx?parag4;wQ �ve�kl��vy4ng�1Xh10y... 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`h 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.Tumor,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 201/202/203- 94,ASTM E 1886-02104/05, 1996-02/04/06/09,and AAMA/WDMA/CSA I Ol/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • 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. ot00 • .,••,. 00 to or- • .i No 58101 . S 'Z �". ':' * ••o -&-z .:. -4/18/2015 T-o4Ca0 oa I:uci�.Turner,P.E. *jr #58201 !!5' V91VAu 7,e`... Lucas A. Turner . ++E�„++� • .201a-04-18 :.•.: : ;2�20-04:00 000 0 • . 000 • 4 SINGLE HUNG - LARGE MISSILE IMPACT GENEBALNOTES. 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC).CURRENT �•/� EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVKp AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 1N ASTM E 1996 PER THE FBC. WWW.CWS.CC 63 V6'MAX OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 61 8100 PVC MAX UNIT 3.CONFIGURATIONS:"'Orr. SINGLE HUNG 716' 4711116"GLASS DLO d.DESIGN PRESSURE 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 INFILTRATION TEST PRESSURE AND GLASS TABLES �1 ASTM E-1306-04. _ __ ao � S.ANCHORAGE:THE 331/3°x6 STRESS INCREASE HAS NOT BEEN USED OVERALL IN THE DESIGN OF THIS PRODUCT,SEE SHEETS FOR ANCHOR Y H OVERALL I -- - FLANGE 1 DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD Co HEIGHT ANCHOR CALCULATIONS. B V B ©L1PB4� B.PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE a y DLO NOT REQUIRED. a jj p a 11 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ¢ ® ° I I USED AT FD(ED MEETING RAIL AND JAMB. a. UNIT O 9: HEIGHT S.SERIES t MODEL DESIGNAT(ON SH-8100. 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: o —7 X=OPERABLE SASH,O-FIXED SASH 303116" I 1mQ0 • •••• SMAX.ASH 1 1 GLS 10.S�OWN CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR H�Hau • • •••• • •r +T X I DLO op!0; DREW'4- • •• • •••••• • • 6 11.EXTERNAL WEEP SLOT=114"x 1-114°LOCATED 4"FROM BOTH ENDS, g";G .�yG E N gsN-4i,�' • •• ••• • • • • I I O Ne 56201 • 6 1 m • • I •• ••• •• • -- -- _ LUCBS A. 9 STATE OF tTw • • • ' -- -- - Tumer • ••• • 6• 0000•• A A 2015-04-11 -At, • • • ••• • •••• 9 15:15-04:DO ���i��O"No" 0000•• •0000• GAOL z✓z' • • • 0 6.9 6• 46�° 4/11/201 b • MAX SASH MOTH •• ••• • •••o•• LUCAS A.TURNER,P.E. • •9.69• d • • • •• FL PE95S201 •• so* ••9• • • • 1239JABARAAVE. • • • • NORTH PFL 34286 ORT, 3H GENERAL NOTES AND TABLE of CONTENTS ELEVATIONS GENERAL NOTES&ELBVATION8_..1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAR............................_...2 MAX. UNIT SIZE IMPACT RATING SECTION VIEWS,__.........................3 RATING e EXTRUSIONS&B.O.M......................4 ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-314° +/-70 PSF LARQE MISSILE IMPACT CWS-612 8 INSTALLATION DETAILS......__.........5 SHEET 1:15 1OF6 aVWlMWWSTW"rEMS 1900 SW 44TH AVE. OCALA,FLORIDA WVHW.Cb1/9.GC 34474 8900 PVC SINGLE HUNG IMPACT it1 N dao 7B'OVERALL INSULATED GLASS 719'OVERALL NSULATED GLASS 11f ANNEALED OR TEMPERED t/rANNEALED ORTEMPERED co 7/1B"AIRSPACE 7119'AIRSPACE 6 5119°LAMINATED GLASS 5119'LAMINATED GLASS ° Ifir ANNEALED 119'ANNEALED • •• .080'P5/6 WTERLAYER BY DUPONT ,090'PVB 0lfERLAYER BY DUPCN7' • • • 11S°ANNEALED U • • sees • •• 118"ANNEALED M •••••• • • • DURASEAL BY TRUSFAL • • • • • DURASFALSYTRUSEAL •••••• PURFECT GLAZE"W OR SIKAFLEX 552 PURFECi GAZE°H'OR SIKAFLEX 552 m ¢ O •••••• • • • • • Z • • • ��N�mmra►y� • • •••••• ,,, UREIC • t 112'GLASS WE •••••• •• • 00000 1 tl2'GLASS BITE ��q A�...••w•,til yj • • • • ��7�•��G 8 N��,,��¢iia 5R201 t ••••• • •••• NO :*_ • • • •••••• I I ��'y� STATS OF o�fUr •• ••• •••• • • SA,4HLITE y� •••••• FIXED LITE 4111/2015 LUCAS A.TURNER,P.E. FL PE*50201 123$JABARA AVE. NORTH PORT,FL 34288 PH.041-380-1574 TDEsompf GLAZING DETAILS D , BAT 06/18/12 DW13 0, .. CWS-812 B SHEET 1:1 20F6 INTERIOR YIA��� 1800 SW 44TH AVE. OCALA,FLORIDA 34474 1 1 W W W.CWS.CC 8100 Pvc ® SINGLE HUNG IMPACT EE m cv ?F 3 1 1 1 4 Q } SECTION 13,B N NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, v z RIGHT SIDE SHOWS SASH SECTION VIEW. rn r: • •• 14 � • • • • • 0000 O U • • • U7O °3 ¢ 0000•• •�•••• 1 ENTERIOR .. • g 0]Q g • • •• ,,,'Opmmm"'h 009000 of •• • 8 ``••p � ���/ • • • • • w� 0000• • •• 0000•• • a •0• • •0•• 58209 • . • . •••• ,► 2 •• 0•• • • • 1 0000•• .�5��• STATE OF 4flu •0 0•• • • 1 Iv�%Al •• ph Ra'�'� '`���� • 00000 y�E`� � • • •• • ry,��+MNrr�ii baa • .... z - • • 000 4111P2015 0 1 6 E LUCAS A.TURNER,P.E. FL PE#58201 1239 JASARA AVE. NORTH PORT,FL 34288 PH.841-380-1574 root SECTION A-A SECTION VIEWS Umww9F--PATE: BAT 06/18112 NOTE: ITEMS NOT SHOWN FOR CLARRY: a. —REF-- 20,25-28.35-37,44,51-52,55.56,84,87-68 CWS-812 B 359M.- SHEET 30F6 PARIS LIST PRAMS CORNER 1 r11 PART# DESCRIPIWN VENDOR to1A3118-H-sail Malrt Fc,SN,w! .,PVC Hid Mikan VIinyi CONSTRUCTION 2 1 H-6= Wain Fr.,8H vdF1 .,PVC,Sill Mtkron VI 1 t t5ns yy p 3 H�i031 Main Fr., H, .,PV L.!b. Mk= Vinyl F, t �•--23!18' IOWSW 44TH AVE. 4 H-8D31 main Fr.,SH,WlFIg.,FVC,R.Jb MPUOn Vinyl 2 OCALA,FLORIDA 34474 6 5-1577 ffnpm mom Kayrnark Alum s t e WWW.CWS.CC 8 H-8027 Sash Meet.F�11 PVC MBaon I 21L 16ds' Y 5dS 9 .1497 If— Reim.sash Meat.Rag Keymark Alum ,n6° 8100 PVC 10 �8 Bsah Battom Rall,PVC Mucron Vicryl tne" ink CORNER WEIR 12 H-ti004 sash Sid op/Bot.Rall Mikrert Vlny l tau 618DE3) SINGLE HUNG 13 $-148 Reins.S.B.RJS. PVC FRAME FLANGE-6031 PVC BASH ETM.RAR-� PVC SASH TOP RAIL4027 IMPACT 14 S-ts064 .ed.,718' MOvot1 Vinyl 10 S-61113 Scm. ,PVC,Hord. miloon Vicryl 19 S-=4 Stmt.AaW.,PVC,Veit. Muvon Vinyl Za 3ash atop/Filler,PVC.Vert. M(kron VtnYj 1117- 23 112 23 "All" f"niorcemom,SBR Keymwk Alum 716' 1 am(rr a x40- 24 P-2190 Balance SISI 9/18, 226 5 P-3D0 Sash Cam, V BSI Plastic rte— - �� FOOED t�ETwfl RAIL P,3048 Take Cdip 831 $$ u LN t/1 1 SrB 21/E 1!18" 27 P$/83 Lock, PVC kuerlack �iF� fn SCREWEDTOGETHER wrrH 28 X089 impact,PVC warlock ac 1n8' OUTERITIAME 30 P�213 Weep Coffer tY/FlP1asEa REtNF,IMPACT HOOK-1112 1� > 32 P-3429 WSt .,0270 X.197 bads FinSeal,d Ultrafab PUC SASH SIDE RAR.-6004 PIX®RAIL-1&46 37 P 4633 58 x 2-1t2 PH Mod as,Typo A 2 F2Stenal steal a F 39 P-37s8 68 x am Ph PH Flub Steel t 5/16' • � Sita qq • 39 �1 W h FH TEK, Hub eel IF" t if r l �1 •••4fl 4284W 118 x 4 PH tW Flub City Steel • 44 •P-1342 Seam SeaYar,stui-5501 • Schnee 7f8' t s ttr 1 •• • P>3762 Z' le BM yrorl Qd5- m z • 47 P-3438 S 552 orPurtes Glaze'iP nlcel Y/18- iH6' SpmYa�r • -3352 . Ik.,85 bur.,1 F.[owe F9lbber PVC BASH STOP-8026 I'VC SCREEN CATCH-W13 PVC FIXED RAR COVER-S063 PVC SCREBY&JPPORT-6014 �000tOREIy moi` •• 31••P-3881 Temptxgry •• �` •• Sash 3 S 2 ------ Pro 3/4• � '.S'G�+'�•.•y GBAtyF�Q,y4y� GLASS 9/4• tfa" 1 3: N. 58201 LSA= • 'S4••FIx EE SHEET2 •••. IA 3718' • 58 P�281 1 OVre88HI r t3 Y5/16' 1/16° 1' 9 7/a' .I,'OS •• �.•P3218 Screen Frame, Allmetat w T 1ne" �_ S9� STATE OP 1 AU • B3 P-3218 Frame.Ven. • Alimetei um 1/18' �SO.o•.R tW�tr.• REINF.S.S.RJRS.R.-1496 REW. BTM RAIL-1889 REINK TOP RAIL-1497 •' !•�'` •• std. P-332'1 Screen Ftyme rr� ••• Alimetel P�tkt PVC GLAZING BEAD-t1o&c �yyFs•.4•Y7 Ti�19•�p�4y.` • 55 P-3581 EI9th,1 B x 16 F e Bettewue Fiberglass •44i��ONAL r�� • P- mn lrA.155 spa Vinyl ONe►nn4 •• sp-m "pull Tab • • Summp Alum Z.z 68P, 3 SS Fl•Screen SS 4/11/2015 70 P-8113 Sermew Suppoit far PVC T.Plest�s --Rylon Alu 71 LUCASA TURNER,P.E. FI-18M-18Mm,Flied Rao Keymark Ahem 0 3✓trFL PE#501 72 S ti053 Comer,Flied Rall Mucron I O 1239 JABARA AVE 73 1112 R91mvearnm,Impact Flack ;Wr:k Akan NORTH PORT,FL 34288 74 4 541 98 x 11a',Pen Head,TEK F�terlEl Steel PH.941-380-1574 LME ITEMS NOT USED: 1 �s� y1e^� k ` 15,7,11,15-17.21-22,29,31,33-38,41-43,46,49-50,6%57-81,89 6 �fOf I�-3'-- -�I BOM AND EXTRUSIONS 7f8- r SCREW SUPPORT-3113 . By- IMPACTHOOK BAT M18/12 5-1577 mm e: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6!UNLESS OTHERWISE NOTED. CWS-812 BSHEET 12 40F8 r MAX(iYP.) iT MAX O.C.(TYP.) WISM17EMM • MAX(TYPJ 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC i I I SEE NOTE 2 1011T I I 81 ✓r'l00 C MAX.O.C. O SINGLE HUNG INSTAUATION IMPACT ANCHOR(TYP,) I I b N I I � �ac 4"(T MJ J til m I I I I O 101!2 W MAX O.C. w O (TYP) • • • I c • • •••• • •• I ul • • • • • LLI •••••• 4'(TYP.) • ,'�,,Hn ♦q�y • • i•i•• 4' •) NO ANCHORS REQUIRED IN SILL 1RE% GoDeso • • • • • ANCHOR LAYOUT.{ anI.� ,�OP.•�1 sF•.'P,y�at • ••• • •• •••••• - Ns 38241 •t ::6066 .....N019ES: • • •••• r9' OVATE OR r'+4C • 1.IATALL ONE AACHOR AT EACH?W4&TION LOCATION.NO ANCHORS REQUIRED IN SILL, VS �• l. :��',i` • 2 SHIM AS RSfWtq&INSTALLAWON•A13CHOR USING LOAD BEARING SWAM. MAX.ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1N6'I$PRESENT. LOAD BEARING SHIMS SHALL BE b•�+•O�Mq;�b��� CONSTRUCTED OF MH DENSITY PWAMC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. • • • y •• 3.•AIdCHOR TfE,TaT�,•BpACING•AAD EALB�DMENT SHALL BE AS SPECIFlED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 1- 4111=15 4.ALL MTALLfE C&*ANCHORS MUST BE MADE OF OR PROTECTED W ITH A OORROSKIN RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTrON, FL PE#58241 6.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NO1239 JA13ARA AVE. RTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET6. PH.941,380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEJCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE aEsra INSTALLATIONS TO SOLID CONCRETE OR GROUT-RLLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE 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:S'FOR MASONRY,1'FOR WOOD AND METAL l3 9.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06118112 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. r. 8.SEALING AND FLASHNG STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-812 B FMA/AAMA 100(FIN WINDOWS),FkWAAMA 2011(FLANGE WINDOWS), FMAAVDMA 280(BOX WINDOWS},FMA/AAMMM7MA 300(E(TERIOR DOORS) SHEET 1:15 50F6 TYPICAL HEAD ANCHORAGE MN.EMBEDMENT MIN.EDQE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE 1 1f4'MAIC SHIM BYOTHERS 1800 SW 44TH AVE. SUBSTRATE BY OTHERS SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE 1 W W W.CWS.CO PERNETER SEALANT SEE TABLET MSIDEAND CUT SEE BY INSTALLER MRTA93LE01BT. I"00 PVC SEALANT BEHM SEE TABLE SINGLE HUNG FLANGE BY INSTALLER 114'MAX SHIM IMPACT t0 N � O PERIMETER SEALANT BY INSTALLER INSTALLATION ANCHOR INSIDE AND OUT w SEE TABLE 1 SEALANT BEHIND E BY INSTALLER N 0 CONTINUOUS DOUBLE 3/19'BEADS OF B HORIZONTAL SECTION TREMGLAZEU1900SEALANT AROUND 6 TYPICALJAMSANCHORAGE @Z PERIMETER ATBETWEEN ALL GIDICATEDPONTS O w w BETWEEN FRAME AND BUCK BY INSTALLER u g • •• Qq • • • •••• • 1f4'MAX SHIM a oTOABINO U •• "GE BY�INSTALLER U W • 7 Q D •••••• QS Q Z PBY ALLER ERIMETER SEALANT MIN.EMBEDMENT • NSIDDEEANDOUT• • • • SEE TABLE 1 • • • OOr SUB �n • •••STRATE BY OTH• ER ••S • • • S� ,y1A^w • • • OWN TABLE 1 • •••• MIN.EDGE DIST. p tfl1 •••••• • SEE TABLE 1 O: • •• • • A •6�i ftt«4L SECTJON �90?� STATE OF Z10 •9 • • • • Ipw*AL S01 ANCHORAGE s F • • Tr�lt`��.to R 1 • • •• • yhhnmN • X •• ••• •••• • • • • 4/11!2015 TABLE I:APPROVEDI FIS LUCAS A TURNER,P.E. S ANCH�i TYPE Ig1N.FIBBED FL PE A 55201 (20 KSI MN.) 3MS'I W TAPCON Y-112' f• PERIMETER BY INSTALLER 12FI JABf 58 AVE 2' INSIDE AND OUT NORTH PORT,FL 34288 CONCRETE(285 KSI MN.) 3%8°ELCO ULTRACON 1' 1• C HORRONTAL SECTION PH.941 3S0 1574 GR1?lJr -FILLED CMU{ASTM Gam) f B'ELCO ULIAAOpN 1-1la• Z 112' 9 HEAD LL ISIMLARn FbR BOX INSTALLATION 2X MN.SOUTHERN PNE(G-o.55) 3/18'mN TA 1 7�, INSTALLATION DETAILS OR ELOD LB-TRAOON FLANGE REMOVAL N OTE:PARTIALLY OR FULLY REMOVING THE FLANGE 2XMN.SO RN PINE(G=0.66) 810 WOOD SCREW 1.318' 71W UP TO AND INCLUDING A BOX FRAME APPLICATION IS ACCEPTABLE PROVIDED: UN-AW-N-997— 16 GAUGE(0.060°)MIN STEEL STUD 810.18 HLTI KWIK-FM0R TIW FULLIHREAD BAT D8118/12 (33 KSI YIELD MIN) TEKS SELF4NULLNG SCREW THRU 0.06D' 7/10 MIN.114'PILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED REV-' 116'ALUM.(33 KSsI MN) #10QRBIAIG MN.)ORDR GRADE 6 LF-rAPPNfl! FULLTINSIDE AND OUT,FULL PERIMETER,8Y INSTALLER. 1/8'STEEL(33 KSHREAD 7/1S' -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 B SCREW THRU 0.1?b' SHOWN FOR FLANGE WINDOWS. SHEET 12 80F8 Florida Building Code Online Pagel of 2 F1DXbDettmentd Ms Home 1 top In ; user Registration Ha Topp SubrNt Surcharge Stets®Facts I ubl-ti rs I :. ..r j &t i-:t Nz,, Bus'nes§ ( Proessi nal ,, Product Approval `s 111777 uses:Pubuc user Regulation Pruduct Approval Menu a Produce pr Appllcadon Search>Application[ a AppIlcatlon Detail �.7 FL# FL16736-R! Application Type Revision Cade 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 ekoss®cws.oc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekosslfilcws.oa Quality Assurance Representative lay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,Fl-34474 (352)368-6922 Ext 291 )Iathrop*cws.cc Category Windows Subcategory Harizonta!Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 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 66 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 RI C0I EvalReo CWS-8718(HS 8200 74x63 IMM.p •• ••• • • • • • •• Referenced Standard and Year(of Standard) jg4adgliN • • • • • Year ••' •i i ADH�AQt��11�•i2�A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 • ••aNSTM 6E1%96jP96 000 • 2009 i i PA/TAS181/2g2/203 • • • 1994 • • • •• • • • • • • • • • •• • • •• •• • • Equivalence of Product Standards " ' • • • • Certified By ••• • • • • ••• • • http:liwww.floridabuilding.orglpr/pr_app dtl.a ?gr t4--;�AF.,cX4*tdqu8oblo/o2flZm6... 6/24/2015 Florida.Building Code Olin 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 63",XO or OX. Lhnits of Use Installation Instructions Approved for use In HVHZ:Yes FL16736 113 II CWS-8716(HS-8200.74x63.IMP1.odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: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 RI AE DuPont PVB NOA 13-0129 2Z.13d I.G.must be safety glazed when used above 30 ft.in HVHZ. E 16736 R3 AE EvalReD CWS-8718(iS-82oU.74x63, Glass compiles to ASTM E1300-04. IMP).odf FL16736 R1 AE Ouanex(Mikron)NOA 12-1Q17 02.0f 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 InMmJlaUon Instructions Approved for use In HVHZ:Yes FL16736 111 fI CWS-8698(HS-8200 111x63.1MPLEW Approved for use outside HVHZi Yes Verifled By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other.Large Missile,111"x 63",DP+/-60 psF.Outer Ilbe FL16736 R1 AE DuPont PVB NOA 13-0129 27.Ddf In I.G.must be safety glazed when used above 30 ft.In FL16736 RI AE DuPont SGP NOA 11-0624 02-nd HVHZ.Glass compiles to ASTM E1300-04. EL16736 RL AE kv-WE o CWS-8698{f15-8200. 1 iixfi3. IMPI.odf FL16736 Ri AE Ouanex(Mikron)NOA 12-1017 02 p_df Created by Independent Third Party;Yes Ian ::1940 North Monroe Street.Tallahaaee Ft cram phone;950-4E L1924 The state of Floride is an ANNO employer.Cgovriaht 2007-2013 stat,M Florida.::gIga Statement::AccessWilty Stnternnnn:g Under Florida few,small addresses are public records.lryou do not went your e-mail address reused in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail,If you have any Questlons,Please contact 030A97.1395.'WnumM to Section 455.275(1).Florida Statutes,eiractpva October 1,2012,licen Ikensed under chapter 455,F.S.must provide the Department vitt an emaN address If they have one.The emalk provided may be used for oMtdal etrramiatlan with the licensee.however emall addresses are public record.if you do not wish to sapA/a personal address,please provide the Department with an emall address which an be mode available to the public.To determine if you are a Ikartsee under Chapter 455,F.S.,plana•click hmct, Promo t Approval Accepts- In ccepts: In®FFR® ricar)t'eco 1 uta OEM •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• • • • • • • • • • •• • • • • • • • • • •• • • •• •• • • ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr app_dtl.a 7 az E'1X4?#Agqu8obl%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 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 Ss' 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-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-IA,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02/04/05,ASTM E 1996`04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440`08 4) Supplemental Calculations to support CWS-871B,signed and sealed by Lucas A.Turner,P.E. 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. 13-0129.27, • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02, ,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. •• *•P •• • • • ••� Z =CC •.• •:a�:�flr•�+ • ::=•t' : 4/18/2015 :.''rc�;�.;;c3 y �;.• •+ +, Lucas A. Turner,P.E. •• '•vi �0At pt. � FL PE#58201 Lucas A. Tumer *:0 • ••• 2015-0418 22:21-04:00 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GENERAL NOTES: ORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THEPRODUCTSHOWNHEREIN ISDESIGNED AMMANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WfNDO1N � EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE NVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED SLA.FLORIDA 34474 IN ASTM E 1588 PER THE FBC. W W W.CWS.CC 751/4'MAX.OVERALL FLANGE WIDTH 2.GLAZING OPnONS:(SEE SHEET 2) 3.CONFIGUPATIONS:'OX',"XO'. am PVC 74'MNL uNlr WIDTH HORZ SLIDER 33'GLASS DLO 4.DESIGN 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. C ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 641/4' I IN THE DESIGN OF THIS PRODUCT,BEE SHEET 5 FOR ANCHOR KAX DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD G FLANGHEIT B I B ANCHOR CALCULATIONS. I U to 0.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT I I REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT v N 83 I 1 I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT ¢ O MAX Ul �NG DEBRIS T Be ED PRIOR TO EXPOSURE TO HURRICANE WINDS AND a ID HT I X I7 i ALL C •••• •• • I MAX . FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT• ••i • r BASH USED AT FDOD MEETING RAIL AND HEADISILL. a Q • ••• e i • i HEIGHT &SERIES/MODEL DESIGNATION HSS. d z • 586mr 0 • I 9.THE DESIGNATMN X AND O STAND FOR THE FOLLOWING: • DLO ••• 1 & X-OPERABLE SASH,O-FIXED SASH �4d>titnrrrrryi • �� pNisREW Fig •• ••• •• • •• 10,SECTION CALLQUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ���,p�.r�G E N ti G�y�"��i •• :00 • • i i•• I I © LOCATION. '�JJO f�.� slF••, ok Z J.: Ne 58201 I. • ••• • 1 •• I 6 11.EXTERNAL WEEP SLOT=1/4'x/'LOCATED 4"FROM BOTH ENDS. *C # t*S ••• • • C %I �'OL ie ••i • • •••••• __ __ y9QSy STATE OF :Ai • 6 • •• ••• • •••••• 5 Lucas A. w. • • • •• 33'CL48SOLO TURIBf y'�4nNr�ni • • • • 38 5J16'MAX SASH WfDTH 2015-04-11 y •• ••• •••• • • 15:18-04:00 •••• 4111!2015 LUCAS A.TURNER,P.E. FL PE 9 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH-941-380-1574 5KEU GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS oaAuvH e5-: GENERAL NOTES&ELEVATIONS...........I ADE 10/10/13 SECTION VIEWS&GLAZING DETA9$...12 (gM!A.X UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING m5-. ANCHORREV.-- EXTRUSIONS SCCHEw�..............................A 4"x 63" +/-60 PSF I LARGE MISSILE IMPACT CWS-871 B INSTALLATION DETAILS..................._......5 SHEET 1:15 1 OF 5 INTERIOR 7 2 vwmwwmrogm 1900 SW 44TH AVE. OCAIA,FLORIDA 34474 1 a WWW.CWS.CO am PVC HOFM SLIDER IMPACT � a Lu 0 3 O SECTION B-8 < N 9 NOTE FIXED LITE AT HEAD AND SILL IS SIMILAR. y 1 a ggk' ugh • • j tSo • 0000 • • 0000•• �s • 0000 41 • m Q Z 4 `�dy4lf�rrrrrjrr • • •^C9• HEAD1xi, CK(IYP.) fir• >JRE ri SAS :;�0 .• C E H��p'' A��i • •000 0••• i •••••• 715"OVERALL F ••0• • •• 0000••• lAr ANNEALED a TEMPERED•••• • ••• 7118 AIRSPACE p0.0.0• •• • • •••• &IW LAZA &TATE OFor 000Oyk• • • ••0••• u8WEEP LOCK V8'ANNEALED• 0000 • 0000• lr .)•••••• ONLYRRICANEPRIORMO DlMONT PV8INTERLAYER• • TD NURRICAPTE FORCE Wa1DS• •••• 4LOCATED AT THIRD POWTS 1fir ANNEALED • {�"27) PUgFECT GLAZE"Fr 4/11x2016 1 SIKAFLEK552 LUCAS A.TURNER,P.E. FL PE 8 38201 4 1239 JABARA AVE. 8 5 NORTH PORT,FL 34288 PH.941-N0-1574 1oe I ;i131P2'GLASS BITE SECTION VIEWS AND a -- n GLAZING DETAIL �lu�l SECTION A-A HEAD IMPACT HOOK AND JAMS SWEEP LOC20 K LOCATIONS ADE 10110/13 SECTION C-C 1 a ALTERNATE FIN FRAMGLASS TYPE A CVIS 87i B 1:1 SHEET 1:2 20F5 PARTS VST 3 iAr CORNER CONSTRUCTION rTExt PAtTr,s aESCF9Pn,sN Vtb+mOR tItL4TmaAL 3118• 1 F41407 ReinL Sash Meet.Rall Keymwk Alum 1 lir �N 2 H-1899 Fes.S.B.RJS.S.R, Keynrerk Alum g 5 3 1900 Bw 44TH AVE. 3 KING Meet.Rall,Fxd Keymwk Alum OCALA FLORIDA 34474 4 H-8052 6ashToPlBot,mil Mlkran PVC 21tniP 1118° 3WI&* t/18• 2118' fns' WwW.CWS.CC 5 H-8048 Maln F►.,SH,w/Fin.,PVC Milm PVC 6 H-6050 SwhMoo.Rag,PVC Miklan PVCL CRN SMES) am Pyo 7 H-W51 Sash Slde Rail,PVC Mtkron PVC �- ,• 1:8 I{QF�.SLIDER 8 H-6049 Maln Fr.,SH,WFIg.,PVC Mlkran PVC PVC FRAME FLANGE-8049 FUMD RAIL-1 IMPACT 9 P-9028 SCMM Pull Tab Summ" PVC FRAME Pq}Ga48 10 P-3033 I Boom Spring,SS Hurley , 11 13118•P-3113 Screw Supparl,PVC Team PUMIC Rutter 23118' 18" �� 12 P-3248 Screen Fimrle Alimetal RDlIFO,ro 13 P-3229 ScrM SPline,.155 Dia.,Ba. Dales 1 aw 1 aw 'Tr- 1111 118 14 P-4754 SCMan Frame Camer Key Allmetal Y pw tn,r Ina' 1118° r- 1118' FOfEDMEETINGRAIL Q m 15 P3342 Beam Sealm,6M 5504 SChrlee SIIIcore SCREWED TOGETHER WITH y 16 P-3352 Set.Blk.,85 Dur..1/8"x 5/8"x2'Lg. FwrtkLowe Rut#r PVC SASH MTG.RAIL4W PVC SASH SIDE RAs--8061 PVC SASS,TOPISTM RAIL4= PVC FDtED RAIL(OVER-Gass OUTE1:0 17 P-3428 WM,0.270 x.197 back F1nSeal, Ullmlab 6 a o 18 P-3539 1#8 x3!4'Square TEK 2 Zirro Fasterel steel Wyg- 3r4T w z W 19 P-4730 48 x 112°Truss PH TEK 2 Zino Fasterml Steel g13ns° 2 Q 20 P-3752 Cap Plug,112°Hage M&M Nylon 1118• 1 1116. 8 or •• p i21 P-5250s Tard n Ct,PVC k118tlM SASH MIG.RAIL-1497 SASH REINF.-1699 •312• P-4779 RaBer,Terxtem • • • I�iM --wan � e° I 7 8118• • 23 P-4MI. E i 4 Ph FH ,WM. Fastens] Steal 7111r 1 14• m d Z • 6240 P-4068 34' !Impffat,PVG • tr0er]ock •25 P-"79 104BeP Cover w!FMp•••• M&M Nylon 7 tn� yt� —I •O► A�..«-.,, t�,9 • •Z6• P-4838 x 2�j2 Ph 7Fuss$j4S•• AJax StGaI PLAN VIEW-1998 HEAD IMPACT HOOK-18w P4k • • Sullhan Zinc S.8.RJS.S.R.-1498 ROLLER TRACK-1776 Wt Na 5820! 4 • NoP 4952 iKeapw,Rotary look SUIIhA,n Zinc fd ane #19F 6 . =P-4942D4m x.147 LOnatsh O 114• * q • •• 14 STATE OFeverFestergl Steal 41 �O• 31 cement,HORN•••• Kaymwk Alun S SIB• 7J8° 91f8 I yl J yy' �J 0• oVa B.R1S.9�1••••• Keymsrk Alum34 k Keymmk Alum L 1116' ESEAD-8084 GtAZ BEAD-1112 ryplr„x35 Hoak,Hoag,Inlpeat• Keymwk Alum PLAN VIEW-2000• � Keymark Akan PANEL Q+IPACTCATCH-2x00 1P1•�r}1/g"�j Sig• 1 Wig' 4/!1/20lb 5-2000. C�tah,Head, -I1}��- 37 S-9005 MNM PVC meg' LUCAS A.TURNER,P.E. 38 3-6013 Som.Adapt.,xV Mb.PVC Mikran PVG 3°--� 1� 1 ins FL PE V 58201 PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6008 1239 JABARA AVE. 39 64p14 Scm.Adapt.,PVC Mlron PVC T SCREW SUPPORT3113 NORTH PORT,FL 34288 40 S•9033 Fixed Rall Cow Mllean PVC PH.941-380-1574 41 S-8084 CAMIng Bead M&van PVC 6119• 1 119° e,T 42 GLASS ISEE SHEET CARDINAL GLASS BOM AND EXTRUSIONS 43 led Pur01120']1-,Slk*-W 552 Hanka]/Ska Sittcore 1118• PVC SCREEN SUPPORT-8014 n ADE 10110/13 LINE ITEMS NOT USED: CWS-671 g NOTE:ALL EXTRUSIONS ARE ALUMINUM 6083-T8 UNLESS OTHERWISE NOTED. SHEET 1� 30F5 w1mawammm t2112'MAX O.C.(TYP.) 31 1900 SW 44TH AVE. r MAX MR)6•MAX(M.) 1"I I'�3'(iYP.) SEE NOTE 2 r MAIL(rVOW,) 8°MAX O.C."P.) OCALA,FLORIDA gEE NOTE 2 WWW.CWS.Oc 34474 (ryPJ —— INSTALLATION am PVC I ANCHOR(TYP.) INSTTION HORS SLIDER I II 9• I ' ANCHOR( ) IMPACT MAX O.C. III mP.) 1T MAX O.C. z Z Z W IL L IL— E cc • • •• ••• • •• ANCHOR I A— ANCHOR LAYOUT-(FIMD • •••• • • i • i �44»tnrH� Xai • •••• •• • •• •• 58201 _ •••••• •••••• ��O STATE OF • NOTF•S: • • +•4 &� r� • 1. INSTALLCgVE ANCHOR AT EACHdAiS�iIAATK}N LOCATION SILL ANCHOR SPACING SAME AS HEAD. �i�N., •.�.•Q RR IIo.• q • '�� NAL �••` • 2•SIR1M AS RE T E MSTALI" M 8HOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4°. USE SHIMS WHERE SPACE GREATER THAN 1116•IS PRESENT. LOAD BEARING SHIMS SHALL Be ��Ntlmns • CommUCTIra 8�F I H DENS%Y PL4SJIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. • NOR TYP6gI y3PACING ANp EMB&mr=NT SHALL EE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEETS. 4/11 5 4.ALL INSTALLA'X"AINCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR TING.COADISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E BE PROTECTED TO PREVENT REACTICMI FL PE#5SM1 1239 JABARA AVE. b INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION ImUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34298 SPECIFIED IN TABLE 1,SHEET S. PH 941-3130-1574 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PF4HX=AND SUBSTRATE. NOTES 7.A MINIMUM CENTER•TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3°FOR MASONRY,1°FOR WOOD AND METAL. nRA WATE 9.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHRECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE �E 10/10ti3 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET,SHEEr S.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CW"71 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFEFENCE DOCUMENTS: SHEET FWAAMA 100(FIN WINDOWS(,FMA/AAMA 200(FUWGE WINDOWS), FMANYDMA 25MX WINDOWS),FMA/AAMAhVDMA 300(DRERIOR DOORS) 120 4 OF 5 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT SEE TABLE 1 SUBSTRATE U4•MAX SHIM SY OTHERS Q SYSTE�78 MM.EDGE DIST. SEMEN 1 MIN.EDGE DIST. E TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. BSTRATE SUBSTRATE BY OTHERS Ile AWS.Sm SEE 7ABLE 1 OCAIA.FLORIDA 34474 SEE TABLE 1 1ANYW.CWSA.0 MON.EMBEDMENT MIL EDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 INSIDE MID O T INSTALLATION ANCHOR am PVC SEE Tom' HOFS.SLIDER SEALANT BEHIND MIN.EMBEDMENT' FLANGE BY INSTALLER 114•MAX.SHIM SEE TABLE 1 IMPACT N o PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER a BY INSTALLER INSIDE AND OUi i5 INSIDE AND OUT INSTALLATION ANCHOR INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 a ro SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND FIN BY INSTALLER HCRIZONTALSECTION G HORI2ONTALSECTION 6 TYPTCALJAMBANCHORAGE B TYPICAL FIN ANCHORAGE p! HEAD AND SILL SIMILAR FOR FIN INSTALLATION m Z W s80¢ � yCy � • •••• 114°MAX SHIM • SEALANT BEHIND•• • d*'"E BY INSTALLER �l • 5 5 O 0000•• m Q Z • 011IM METERSEALfUJT • • MW,EMBEDMENT umu BY IDTALLER • SEE TABLE 1 ♦fit♦�SDRE{y►jig IMIDE AND OUT • •• ♦ �.�••..•T ��i • 0000 •• • • • `•♦ ,.v�CENg�4,ti�g��4 • • • • �. '•'A . 081�TRATE BY N. 58F01 0*Fi • • • = • IEE TABLE i 0000 0 MR EDGE DMT. *: ,* g*S 000.0 • SEE TABLE I .ot • • • • A 11B MCALSECTIDN 9'y 8TAT6 OF fwd 000 • 8 • I LSILLANCHO y,B,�p 'q to f �► • 0000 • 0000•• iy►,P'j u- 0000•• • 0 • • •• . . • zz • TABLE 1:APPROVED INSTALLATION FASTENERS 4/1112015 FRAME TTPE LUCAS A.TURNER.P.E. CONCRETE(20 KSI MOV.) vier TIW TAPCON 1.1/2' 14 FL PE&58201 PERIMETER SEALANT 1239 JABARA AVE. 2' BY INSTALLER NORTH PORTNO .FL 34288 FLANGE CONCRETE(285 K81 MIN.) 3/18"ELCO IATRACON 1' 1• ONSIbE AND OUT PH.941-371574 FLANGE GROUT-FILED CMU(ASTM C•90) 3/18"ELCO ULIAfICON 1-114° 2112 D HORRONTALSECTION B BOX FRAME MTALLATCN FLANGE 2X MIN SOUTHERN PINE(G A.5$) 3118' TAPCON 1- 7�, HEAD AMaLL SIMILAR FOR BOX INSTALLATION . OR ELCO U TRACON INSTALLATION DETAILS FLANGE 2X MK SOUTHERN PIS pG M 910 WOOD SCREW t-w 7Ar FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 1S GAUGE(0.080')MIN.STEEL STUD 910-18 HLTI KW1K-FLEXOR RW FULL THREAO UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAVM� (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.080 7H8° ADE 10/10/13 118•ALUM.0083-16 MIN.)an SID GRADE 8 SELF-TAPPING J FULL THREAD MIN.1141 F8 LET OF CONSTRLIC11ON-GRADE ADHESIVE CAULX IS APPLIED t; FLANGE 118•STEEL(33 KSI MIN.) DRILLNG SCREW THRU 0.1251 T/18' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS 871lfmv B PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS A3 FAN 2X MAN.SOUTHERN PINE(C�0 b51 98 WOOD SCREW 1-112' 1/2• SHOWN FOR FLANGE WINDOWS. SHEET 1:2 1 SOFS Florida Building Code Online Pagel of 2 -4 ff Lin 11 i(A:- AV AOIIti8D2patIiI1QIX! BCISHettte Loo ln ; tiBerRglstralton HotToptce ', SubmRSurdtarge SUft Fawn moll-is ,s 1e. i.= lG°•' Li Ji BusmesUProtess! nalWPMduct Approval Regulation Product Anoraval Menu>Pmduct a Acott®tion Search>AM34keHon List>Ap kation D&UU FL# 1`116736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. AddresWPhone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss®cws.cc Authorized Signature Koss Erin ekoss0cws.a Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 )isthrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer EG 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.Urkh,PE 9- Validation Checklist-Hardcopy Received Certificate of Independence FL16736 Rl C01 EvalReI2 CWS-8718(HS-8200 74x63 IMP).pd •• ••• • • • • • •• Referenced Standard and Year(of Standard) •• • •i i i :•i •• rear •••AW AitW8M11C9Wj104I.9.2/11&-08 2008 ASTM E1300-04 2004 ASTM E1866-05 2005 • •09FM E19"09b•• *00 • 2009 • PA TAS 04/202A03• i i i 1994 • % • • % •• • • Equivalence of Product Standards Certified By ••• • • • • ••• • • http://www.floridabuiIding.org/pr/pr app_dtl.aspx4airn4vGE*VXQ%i"ii8obI%2IIZm6... 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 Produce FL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-0200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Instailation Irfstiructions Approved for use In HVHZ:Yes EL16736 111 I1 CWS-871B(HS-8200 74x63,IMP) Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 56201 Impact Resilstant;Yes Created by Independent Third Party:Yes Design Pressures+60/-60 evaluation Reports Others Large Misslle,74'x63,DP+/-60 psf.Outer ilte in FL167ont PVB NOA 13-0129 27,Ddf I.G.must be safety glazed when used above 30 ft.in HVHZ. FL16736 R1 AE Evaliken CWS-8718(HS-8200 74x63 Glass complies to ASTM E1300-04. IMPl.ndf FL16736 RI AE Ouarlex fMikron)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 63",XOX. LlmitS of Use Instailatton Instructions Approved for use In HVHZ:Yes FL16736 RI II CWS-869D(HS-82.00 11143.IMP).12df Approved for use outside HVHZ;Yes Verified By:Lucas A.Turner 58201 Impaict Resistoat.Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,111"x 631,DP+/-60 psf.Outer lite FL16736 RS AE DuPont PVB NOA 13-0129 27.pdf in I.G.must be safety glazed when used above 30 ft.In FL16736 RS AE DuPont SGP NOA 11-0624,QZDdf HVHZ.Glass complies to ASTM E1300-04. FL16736 111 AE EvalRep CWS-8695 fHS-8200 111x63 IMP).odf FL16736 111 AF O ran x(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes back F.-e. Contact Lin::19410 North Nonrun StreatPh—856-487-1824 The State of Florida Is an AA/EEO employar.[•..._•_wfutt 21167-2013State of Florida.::PrkFacy Statement r;a2miujwwxswh=wj::Rdu Under Florida law,emal addresses are public remrds.U you do not want your e-mail address released in response to a public-records request do not send electronic man to tra entity.Id,Contact the office by phone or by traditional mall.9 you have any quesdoas,Please oontatt 850.487.INS.*Purauant to Section 455.775(1),Florlda Statutes,effettve Ober 1,2012,Ilcens licensed under t'hapWr 455,F.S.must provide the Department with an erred address If they have one.The emal6 provided may be used for otFtleI commuW>ation with the lamane.Hawever emall addresses are public mord.If you do not wish to supply a Personal address,Plus provide the Denarbnent with an email addresa which can be made available to the public.To detennkm tr you are a licensee untie' 00pter 455,FS.,Please click 1Uy_ Product Approval Accapta: 1E®Via® secu ' hstr liat's OEM •• ••• • • e • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• ••• • •• • • • • • • • • •• • • •a •• 00: ••• • • • • ••a • • http://www.floridabuilding.org/pr/pr app_dtl.aspxlpa1a'mWvgVXQvI:M IA-8obl%2fIZm6... 6/24/2015 URNER 1239 Jabara Ave. 1`► 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 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44'b Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabam 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 201,202,203 `94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440`08 4) Supplemental Calculations to support CWS-869B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-869B. 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-Dade N.O.A. 13- 0129.271,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. 12-1017.021 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 5`b 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. •• ••• 1itl1+// . . .. No 58209 ?��: `caw #•;• •;k y; 4/18/2015 • S7A 1: W•�� ,. ;Lucas A.Turner,P.E. % D , FL PE#58201 •��;�R 1�P'�'*fi��' *�*+,�, �p`"''�, �+�• Lucas A. Turner 2015-04-18 22:21-04:00 GENERAL NOTES: H RR 120NTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED aWR'MW } 111�11fi TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HvHp AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCAL',FLORIDA 34474 IN ASTM E 1998 PER THE FBC. WW W.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 3.CONFIGURATIONS:vx,,-x00. 8200 PVC HORZ SLIDER 112114°MAX OVERALL FLANGE WIDTH 4_DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111°MAX UNrr W mTH GLASS TABLES ASTM E 1399-o4. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES 4915118' 24 SI9' ASTM E130994. MASS OLD FGLASS DLO ¢O A b.ANCHORAGE THE 331896 STRESS INCREASE HAS NOT BEEN USED w A THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR USED FOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.0 WAS USED FOR WOOD ANCHOR CALCULATIONS. N MAY i r � 0.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT � 8 O REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENOTO BE LEFT FANGLED EUNLATCHED DURING NORMALOPERATION OF THIS PRODUCT,BUT w ' HEIGHT B B FMUST BE LYING DEBRIS PRIOR TO EXPOSURE TO HURRICANE WR1DS AND a cc o _ •••• Tse 13ry� 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT • • •• I • �• GLA98 O I X USED AT FIXED MEETING RAIL gNDFIELD/581 O •• ••• ► l • • DLO D D m • • • • • DLO 6.SERIES/MODEL DESIGNATION HS-8200_ 0000•• B m <O •: ••• •59 eme • 8 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 11 CL •••••• C X=OPERABLE SASH,O-FIXED SASH ♦�`�TORELy w•i •• ••• •d EIG"t • • • I 0.S� LLOUTS APPLY TO ALL ELEVATIONS IN A SMILAR .+� • • • � • ••• C <= Op�.��GT3MSFG+Qy+i�� IIINe 5820'1 �f5 • DOOO - • _ _ _ 11.EXTERNAL WEEP SLOT=114'z V LOCATED 4'FROM BOTH ENDS. 1*S 0000•• • • • : • Cp •• ••• ��5=1A pAX STATE OF Fes: • MAjj4pid)WIDTH 0• ••• • 00.00• LucesA +ryssj NAy% Off` • 0000•• O lk • • • •. Tumor • • • • 2015-04-11 00 •0• 0000 • • 0 0 15:17-04:00 4/11/2D15 ••0• LUCAS A.TURNER,P.E. FL PE A 68291 '1238 JABARA AVE NORTH PORT,FL 34286 PH.941-31574 GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&EL.EVATKW&....-_..1 Naw".- GLAZING DETAILS.............. ..-............... EXTRUSIONS B.O.M........_.._................4..2 TEF 10/11/13 SECTION VIEWS&GLAZING DITAILS...: AX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING _ L7CTRU INSCHOR TALLATION ION DETAILSNOTES...............s 111"x 63" h/-60 PSP LARGE MISSILE IMPACT cw8 INSTALLATION DETAILS...................--....0 SCALE SHEET 1:20 1 OF S v ISM SW 44TH AVE. OCAL0.FLORIDA 34474 W W W.CWS.CC 8200 PVC "g'OVERALL 8200 SL.IrDER 3111 ANNEALED OR TEMPERED Mr OVERALL IMPAC I 114"AIR SPACE 118'ANNEALED OR TEMPERED a7 3/i1 ANNEALED C 7111 L311 AIRSPACE 0 .090 SENTRY GLASS 10NOPLAST INTERLAYER 5/11 LAN 118•ANNEALED o} 3111 ANNEALED .090 MMOW PVB INTERLAYER Q to N PURFECT GLAZE W IN ANNEALED � z SIKAFLEX 552 g N Lu PURFECT GLAZE"H" ¢ o Q • •• 1 12"GLASS BITE SIKAFLEXS82 c w dna •• ••• • • p 11 1P1'GLASS BITE O 0000•• REW •i ••• 0000 i •• 1 - O 8 Gyp'_,-�i� • ••• • •• 0000•• Q COQ lUf vii F %N11% • • z No 58201 ` • ••• • 0000 0000•• • • 9: ♦ '* • • • • 0000 •• ••• OED =�' STATE OF ?Wv • • • ••••••� g�ti►ti•.c Y,..�4j�i' • 0• ••• • •••••• �yc�`S•.40R�pe••pP�'C • •.•••i • •• GLASSTYPEA ••�$ „t �� •• • • • • FIXED GLASS H ••• 0000 • • • • 4/1112015 •••• LUCAS A.TURNER,P.E. FL PE 5 68201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941 SHO-1574 GLAZING DETAILS BRAWN BY: WE- F 10/11/13 a GWS-889 B SHEET 0 1:1 2F9 INTERIOR q(�9�j� Q 1 18a482A 1 1 I 1900SW44THAVE. OCALA,FLORIDA 34474 W W W.OWS.CO 8200 PVC HORZ SODER IMPACT � a SECTION VIEW D-D G JAMB ROTARY LOCKS ❑ JAMB ROTARY LOCKS: SECTION VIEW B B MAY BE SUBSTITUTED FOR JAMB Z IMPACT LOCKS ON FLANGE UNITS. 4 REOUARED ON FAV UNITS. d 0 .. g 31 7 u 2 e • •••••• Hh ACT HDOK ,4NNmr�>rtrA�i • OFSASHE.S�I •• •• •• •• (ITEMS wrGp�;.v�GENg�4• yi�� l : . . ayl++AA . ... .. .0000• Ne 582016 0000.. fits 0000 •. .•. p'ti BTATB OF {Tyt- 0 000000 •• ••• 0000.• • 0000• h �17p11. �4 Z out xZ*:41909 •0000 _ •1 • I LOCATED AT THIRD NTS. 4/11l2D15 • � 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 6 7 .IAM O LOCKS MUST BE USED IN BOTH F FIN UNITS. NORTH39 JA R RIa1�AVE. 34288 PH.841.9$0-1574 SF-CTK)N MEWS SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13 JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS _ SECTION MEW C-C 12D CW5-869 8 ALTERNATE FIN FRAME ` SHEET 1:2 30F6 e PARTS LIST 311V CORNER CONSTRUCTION ITiEd PART* DE8CI8P'T10N YH�pOp OAATBOAL 3118" ��i7//����vvf��jj���� t H-W49 Main Frame,SHIHS,Flange,PVC MBoon PVC 3110• �KiRtN7iil1liL m 2 KIM Fixed Rail,FWW Duty,Aluminum Keymadk Akun i wwolwMrIm2 7900 SW 44TH AYE. ���������//////111111 3 5.0077 Cow,HD Fixed FMB,PYC Mlkmn PVC 19WOCAS FLORIDA"THAE. 5 P 4838 #&x 2 ill•Ph Mad Truce Type A TE Alex Steal 2 t 1ns vts 3911w 1ne•t 7!6 1n6• W W W.CWS.CC 34474 B 80342 Seam Sealer,SM,%" Solmse Silicone II 7 81778 Roller Treek K ark Alum >L CORIHEq 1dELD 8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC L (ALL SIDES) em Pvc 9 3-6014 Screen Adapter,Head&SBI,PYC Mikron PVC PVC FRAME FLANGE-&W9 HD MTG RAIL•1681 t� HORZ SLIDER 10 P-4479 Weep Omar al Flap M&M Nylon PVC FRAME FlN-a048 IMPACT 11 S-SM Glazing Sena Mlkron PVC iff 12 H-6050 Sash Melling Rail,PVC MBvon PVC F�23hs Iss/is 13ns° V y �'-23/18' ac w13 H-MI Sash Pull fail,PYC MBOOn PdC 14 H8052Sash 70p/Bol.teff,PVC Mikron PVC15 H-1497 Reid.Sash MeaL Rd K%,mark Alum I 1CdtB' LIJI v16 in6' � viG til Q m 18 FF1498 RCMonmmat,Sash,Side Rall Keymark Alum 111��� 17 1+16W RaIntroemert,Sash Pull Rall K�mark Alum z PVC SASH MTS,RAIL-6050 PVC SASH SIDE RAIL-061 PYC SASH TOPffTM RAIL-6= PVC HD MTG RAIL COYER.6077 18 P-3429 Wetp..0 270 x.187 back Fir&w, Uitralub FD(ED MEETING RAL N 19 P3781 Lack, 0 3116' SCREWED TOGETHER WITH • Impact,PVC Iterlock OUTERFRAME R 20 P-40551 AS x 1 114"Ph Flat Tek,Whl, Fastenal Steal O 1:8 S 21 P4= Keeper,impact,PVC Interlock f. y IL IL W a 22 P,45n 9/R° PH Tek,Wht, Fastenml Steel I sw 34• t fins T • 23 P-0958 fisylOck • •• OteAOCk Uj • P-46M 6.32 x 1/V BwW Faaaner • Irteriock 7/8' L 1ne° 7SJ76' y/16- •• P-0852 aY L.aa • bterfack 1118° SASH f41'YG.RAIL-1497 m C Z • 26 P-4779 Roller,Tandem • • • M&M Nylon PLAN YIEW1989 HEAD IMPACT HOOK-1990 S45Fi REM.-7898 ,, +-�n1+�r�Is�+,', • 27 P-3541 #8 x INP Quad PH TEK 2 Zmo Fastonal Steel A •• fir) GLASS S45! H 2 CARDWAL QLA33 0 ens• ens Ins 1 ve• ,�S`Gp�',.��cEwsi.-TN'k • C 7 &S Ne 5$201 S L • Q9 PErtect491dze'H"oPSrT�aRs1552 HenkeV80ka SStcore 1 •• P Set.Blk.,405 Dur.,118i»P{Bi x 2•Lg Frank Latae RW)bw a• • • �{5/8° S.B.R./S.S.R.-1499 7116• Q. IC' 31 P-4754 ABmelal RNytonn 6� ROLLER TRACK-1779 s„po3STATE OF ,,,41� •• �J P-4754 Screen Carer Kap Allmetal Nylon • 93 P 4756 8txaert Comer Key Tab Allmttal Nylon tns 114• 11 718 � � �0�,,, PLAN VIEW-2000 • 64 P3�,9 tab Sanmk PANEL IMPACT CATCH iy NA4��0• 35 P.T033 3etreen Spans • •• Fla Spring SS O •i • P-3228 Stasi Soling • • Dapa 03x16° �— 91 s h PVC 1?LAZEBEAD-8084 37 P-0772 Oliy Ffbergiess v1s 4/1412015 GLAZE BEAD-1112 40 P-3113 Screw Support,PVC i Tmn Plastics Rubber L !1•—mo112 1 119' LUCAS A.TURNER,P.E. 41 P-3752 FL PE#58+201 Cap Plug k, Fate M&M Nylon t&ts � A alts 1 5116^ 1239 JABARA AVE. 42 3-1577 Impact Hook,Frame,Jamb Keynredk Alum 7_"�� _e") NORTH PORT;FL 342N 43 S-1112 Reb1(acemeM,Heed,Jamb Kaymark Alum 7>8' 1/1 , tits �� PH.941-WD-1574 44 3 20� Impact Channel,Sash Keymetk Alum PVC SCREEN CATCH-6013 1/isSHEBT cit PLAN VIEW-1377 PVC ANTI-LIFT-saw 45 P-3748 fls X 5/8 Ph FH TEK 7ktc,Palmed mer Steel ALUM SASH IMPACT HOOK-1977 46 8-1989 tm t fns y BOM AND EXTHUSCM pact Hook,Fntrna,Fleet Keymerk Ahrn Wye I.-s IPP 9ns 47 KSS Main Frmrre,SWHS,FkL PVC Mikmn PVC I 9 0Ra DATE: 48 5-60,45 PM r Track,PVC,µ(7t1 BAI MA ron PVC tns TEF 10111/13 49 P3250 Lock,Impact,PVC,evlFlfpper Imertack SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 r. - 50 P-0730 #8 x 112'Ph Mod Truse TEK Fastenai Steel LINE ITEMS NOT USED: CWS4189 B 4' 39 NOTE:ALL EXTRUSIONS ARE ALUMINUM WWT6 UNLESS OTHERWISE NOTED. SHEET 1:2 40F8 ') 1900 SW 44TH AVE. r MAX(TVP.) 3'(TYP) -W I..lei . SEE NOTE 2 C MAX RYP 1�I F -I W MAX.O.C.(TYP.) CICALA,FLORIDA 34174 6"MAX(TYP.) I PAX 0.'j 4'MAX I YPJ ` I WWW.CWS.CC INSTALLATION am PVC ANCHOR(1YP.) g HORZ.SLIDER MAX O.c. IMPACT 7 1T fi P-1 MAX.O.C. X O X X O X " i;5w fig , W ANCJiOR LAYOUT- FINI ¢ O ANCHORLAYOUT-(FLANGE) mtL F 0 0 a • • •••• • •• to U D 0000•• *:Does • . • • m Q • •••••• �`agaaaaaa���y ys�� 006000 •• • •• as • s • • • a • ••• • •• 000000 ,.�, N• 5ffi0q �S" 0000• • •0r• NOTES: ••••0• • • aro• i••••• • • 0000 >;pQ BTATp OF r�+u�•• • 1.INSTALL ONE ANCHOR AT EACWtf-PALMATION LOCATION.SIL ANCHOR SPACING SA 4�F`•P a R •••L6NIM%,FW# ANSTAL�l4McHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1H6'IS PRESENT. LOAD BEARING SHIMS SHALL SE , •• CONSTRt3HDC-NSjTY:W6TIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 41 •• 17, •&"CI4ORTYP&AS§V6 SPACING AND EMBEDMENTSHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEETS. 4/11/2015 4.ALL INSTALLMMA60M MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL.OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PAF_S6URE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 4 58201 1239 JABARA AVE 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET S. PH.941- 1574 e.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE10MU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE NOTES 7.A MINIMUM CENTER-TO•CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3•FOR MASONRY,1'FOR WOOD AND METAL DPWWN 13Y . S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER W IND LOADS TO THE STRUCTURE. -#TEF 70/11/13-. 0111/13 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOULREMENiS AS SHOWN IN TABLET,SHEET 8.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CwS-889 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMAIAAMAIOO(FINWINDOWS),FMAlAAMA2WnANGEWINDOWS),FMAiWDMA250(BOXWINDOWS),FMA/AAMAM+DMA300(EXTERIORDOORS) 128 SOFB e TYPICAL MEAD ANCHORAGE MIN.TABLE SEE SEE TABLE 1 SUBSTRATE ���II//llfl�CCYCC/``CC77`K((l1llllW//Nll BY OTHERS MIN.EDGE DIST, I/4•MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE ����SYB ITrF1B SEE TABLE 1 SEE TABLE 1 BY OTHERS 1li0D 3W 44TH AVE. SUBSTRATE 8Y OTHERS � 1/47 MAX.SHIM SEE TABLE 7 OCALA,FLORIDA 34474 SEE TABLE 1 W W W.CWS.CC MUV.EMBEDkEF1T MIM.EDGE DIST. PERIMETER SEALANT SEE TABLE i SEE TABLE 1 IN INSTALLER INSTALLATION ANCHOR em PVC w316E AND our SEE TABLE I HOFI�SLIDER SEALANT BEHIND FLANGE BY INSTALLER 114'MAX.SHIM SEE T�IST IMPACT PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER BY R-WALLER MOO AND OUTINSIDE AND OUT O NT BEHIND SEE TABLE ON ANCHOR wQ INSTALLATION ANCHORSEALANT BY INSTALLER SEE TABLE 1 � _ALSECTION �� BY INSTALLER B TYPICAL JAMB ANCHORAGE ! I: \ HORIZONTAL SECTION J TYPICAL FIN ANCHORAGE _ y HEAD AND SILL SIMILAR FOR FIN INSTALLATION ¢ W� W r a Or- • •• U4'MAX.SHIT e SE./�IWT 890 *• e 7$ e• fYIWG BY INSTALLER • • • • in 0000•• m „� •• •IEXMETER SEALANT • • • MIN.EMBEDMENT • WIALDER ♦ � ,,,PNO � h, INSIDEDE AND OUT• • • 8EE TABLE 1 ♦N ►�aypi • e• ••• •• • • • 'y. y ♦-q NYYVY •••�IOSTRATE BY• • 0 •0 a -,c'X,;'GQ M'11"P. • 45M TABLE I f:: Ne S8m �1 0000• • e• MIN.EDGE DIST. s 0000•• _• ETABLEI CALSECTION Is ibi • lit- 000: • • fS9 ti �STATE OF • e4rjBILL RSID J vt /Th/ �y a, t' & • 0.0• • 000000 Piz- N 2 • 0R • *:*so: • •• +aim . xx • ••• • TABLE 1:APPRTIVE6 INSTALLATION FASTENERS 4/11/2015 FRAME LUCAS A.TURNER,P.E. CONCRETE go KSI MIL) 9/16'I11N TAPCAN t-t/2' 1_ FL PE S SMI 2' PERIMETER IINSTALLER 1239 JASARA AVE. FLANGE CONCRETE(2.85 KSI MIN.) 9/18'ELCO ULTRACON 1' 1• INSIDE AND OUT NORTH PORT,FL 34288 IORSECTION PH.841-380.1574 IZOb1TAL FLANGE GROl1T FILLED CMU(ASTM G80) 3/18'ELCO UL7RACON 1-1J4' 2 `gJ BOX FRAME INSTALLATION Wam FLANGE 2X MIN.SOUTHERN PINE(GT o.8q 3/16'fTW TAPODN 1 716' HEAD AND SILL SIMILAR FOR BOX INSTALLATION ON ELCO ULTRACON INSTALLATION DETAILS FLANGE 2XMI1.30L1T){EFfNNPINE p.0.55) @10 WOOD SCREW 1-310' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 16 GAUGE(D.QBf7')MIN.STEEL S7UD @10-15 HLTI KWIK-Fl p(OR IIW AI.RTHREAp UP TO AND INCLUDING A BOX PROVIDED: FRAME APPLICATION IS ACCEPTABLE PY` FLANGE (33 KSI YIELD MIN) TEKS SELF-DRONING SCREW THALI MOST 7/16' TEF 10/11/13 FLAKE IW ALUM.(8063 75 MIA)OR 10 GRADE 5 SELF-TAPPING f FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-Gi RADE ADHESIVE CAULK IS APPLIED t. NEW- 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125, 7/16' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-889 B PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FON 2X MSV.SOUTHERN PINE(G�.557 #8 WOOD SCREW 1-112' f12' SHOWN FOR FLANGE WINDOWS. SHEET 1:2 BOFs