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WS-15-2144 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-241991 Permit Number: WS-8-15-2144 Scheduled Inspection Date: September 30, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: LOPEZ,J TOMAS AND CAROL Work Classification: Window/Door Replacement Job Address:346 NE 105 Street Miami Shores, FL Phone Number Parcel Number 1121360130040 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACING 12 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. September 29,2015 For Inspections please call: (305)762-4949 Page 8 of 41 ouEs y Miami Shores Village 10050 N.E.2nd Avenue NE e Miami Shores,FL 33138-0000 = mem Phone: (305)795-2204 ` Expiration: 02/22/2016 Project Address Parcel Number Applicant 346 N E 105 Street 1121360130040 Miami Shores, FL Block: Lot: J TOMAS AND CAROL LOPEZ Owner Information Address Phone Cell J TOMAS AND CAROL LOPEZ 346 NE 105 Street MIAMI SHORES FL 33138-2022 346 NE 105 Street MIAMI SHORES FL 33138-2022 Contractor(s) Phone Cell Phone $ 30,000.00 Valuation: FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 00 Type of Work:REPLACING 12 WINDOWS WITH IMPACT SI Available Inspections: No of Openings:21 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $18.00 Invoice# WS-8-15-56814 DBPR Fee $4.65 DCA Fee $4.65 08/26/2015 Check#:20627 $329.30 $50.00 Education Surcharge $6.00 08/21/2015 Credit Card $50.00 $0.00 Permit Fee $310.00 Scanning Fee $12.00 Technology Fee $24.00 Total: $379.30 In consideration of the issuance to me of this perm' I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the pl s, rawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility or a w done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,ME AN A ,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. i� OWNERS AFFIDAVIT: I certify that re formation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, h riz h a -named contractor to do the work stated. August 26, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 26,2015 1 Miami Shores Village o2 BuildingDepartment AUG 21 2015 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY INSPECTION LINE PHONE NUMBER:(305)762-4949 "&io/v =i±' BUILDING Master Permit No PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION (RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County Miami Dade Zip: 8 Folio/Parcel#: 1)- Z 13(0.(713. OOy 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER:Name(Fee Simple Titleholder): T(DCIA5 UOPt Z- Phone#: Address: 3 (o W.E. 105 5T-- City: f'1moli 5H OILS State: FU Zip: .5,313(5 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: T(Z)e.i 011 4-I0rM1E I1`IPQOVCnE---J JT Phone#: 959-"7q ZU y I5 Address: 4070 5.W• �b AVt City. JACLLy Wm9 State: Fl. Zip: 3X31 Z Qualifier Name: WAI Nl_ T• p171Z ME7 T)" Phone#: q 54 lq Zyy 15 State Certification or Registration#: C hC Opp )8qo Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$_ 3 y1 CXR Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 1� Repair/Replace ❑ Demolition Description of Work: Ve-PIACFE Zi W 1 tjDO J5 W I I I-IPA Ct• 517.2 POIZ 51 ZC Specify color of color thru tile: r;� Submittal Fee$ Permit Fee$ j Cl . W CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ �� (Revised02/24/2014) i • 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 AGEN CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 19 day of AX�100T- 20 15 by 19 day of t40CIL tW 20 15 by TorIA!5 IAPC Z who is pe rraliy awn to Lx)/,'WC- J- (30e fi is personal) n to me or who has produced as me or who has produced as identification and who did take an oath. identification arLd who did take an oath. NOTARY PUBLIC: NOTARY P IC: � Sign: Sign: Print: Print: N`` Seal: "arP:'�,� ANTONIO HERNANDEZ Seal: * * MY COMMISSION#FF 164915 EXPIRES:October 1,2018 ��rFpp F10�\O' Bonded Thru Budget Notary Se APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami-Dade County Page I of I Summary Report Generated On:8/11/2015 Property Information Folio: 11-2136-013-0040 Property Address: 346 NE 105 ST Owner J TOMAS LOPEZ&W CAROL E Mailing Address 346 NE 105 ST N E 1 0 5 T H S MIAMI SHORES,FL 33138-2022 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths I Half 3/2/0 Floors 1 J, Living Units A Actual Area 2.661 Sq.Ft Living Area 2,377 Sq.Ft 4 Adjusted Area 2,514 Sq.Ft Lot—Size 9,225 Sq.Ft Taxable Value Information Year Built 1948 2015 2014 2013 Assessment Information County $50,000i $50,000'1 Year 2015 2014 2013 Exemption Value $50,000 Taxable Value $101,6581 $100,45�i_____ $98,232 Land Value $163,8941 $154,253 $87,509 School Board Building Value $174,974 $170,449 $170,449 $25,000 Exemption Value $25,0001 $25,000 XF Value $1,835 $1,857 $1,880 Taxable Value 41�2658 $125,4551--.—.., $123.232 Market Value $340,703 $326,559 $259,838 city Assessed Value $151,658, $150,455 $148,232 --T I Exemption Value $50,000, $50,0001 $50.000 Benefits Information Taxable Value 10 455 $98,232 Benefit Type 2015 2014 2013 Regional 00 ___ 000 Save Our Homes Assessment Exemption Value $50,000,Tiiolo O� $10, 81 $100,455 $189,045 $176,104 $111,606 Cap Reduction Taxable Value $101,65 Homestead Exemption $25,000 $25,000 000 $25000 Sales Information Second Exemption $25,000 $25,000 $25000 HomesteadPrevious Price OR Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sale Page School Board,City,Regional). 11/01/1995 $132,000 17008-2797 2008 and prior year sales;Qual byexam of deed J Short Legal Description MIAMI SHORES SEC 5 PB 10-47 W1/2 OF LOT 6-LOT 7 BLIK 117 LOT SIZE 75.000 X 123 IOR 17008-2797 1195 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:/Awww miamidade gov/info/disctaime r asp Version http://wxN,'NA-.iiiiat-nidade.go-v,/propertysearch/ 8/11/2015 s a Specialty Engineenng Consultants,Inc. �,,t?F'T, Wind Velocites in South Florida n 5 1599 SW 30 Avenue,Suite#20 e" a iy. Dade Broward Palm Beach Boynton Beach,FL 334328 a a FL.CA#009217 Risk Cat.I 165 156 %% 1-risk to humans f sheds 5 Risk Cat.2 175 17U 1711 Single Famil Residences 'ry'� ` Risk Cat 3&4 IN6 INO 1%0 Essential Facilities (GCP- GCp j I Intsluctions end limitations of Use 1 Charts rovide wind ressures based on the mean roof height.And shall not exceed W-11". 2 De' - ressures are for an enclosed builindi shutters or other impact resistance protection re uired. V(mph) 175 1620 FBC for HVH7„or Fig.26.5-1a 3 User shall determine the mean roof height,(Eave height+Roof Peak)2. Risk Category 11 Table 1.5-1,page 2 4 End zone distance is the lessor of 10%of length,10%of width or 40%of the mean roof height and not less than 3'-0' Exposure C Section 26.7 5 If 50%of a com nent is in a particular zone then that component is considered to be in zone with the me only of the area.If questionable then piece in Zone 5 Kd 0.95 Table 26.6.1,page 250 6 Each com rent,window,door,mullion has a tribute area that is area to he.used.Area of components to rounded down but shall not be less than 10 al. Kzt 1 Figure 26S.1,page 252 7 For NOA's that require a Kd=1.0 then multi I the values listed herein 1.18. GCpi 0.18 -0.18 0.55 8 Wind ressures are based on Allowable stress de'n. pitch of roof 3/12 14.0 degrees 9 Des'n ressures listed herein are valid for Ex ures B and C and exposure D.(max roof he'ht 30 theta 141)degrees 10 Charts and values listed herein are onlyvalid when signed,dated,and sealed Ga McDou le PE#56214 or Mark LeBlanc PE#35683 11 Wind de'n ressures ere calculated in accordance with ASCE 7-10 Method 2 12 No reduction's taken for slo s less than 10 d reel. Area of- rent Are-foixriponent Area of,x,niponent Area ofcomponent Area ofcornponent Area ofcom rent Area of com rent Area of com onent Area of wm rent Area of com nmt Area of com rent 10.0 sf 15.0 4 20,0 sf 2590 at 3&0,f 35.0 sf 40.0 sf 45.0 sf 50.0 sf 55.0 sf 60.0 of Mean Roof I kizhi Zone 4 Zone Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40S.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 42.2 -51.3 41.8 -50.6 -41.4 49.8 -41.0 49.0 40.6 48.3 40.2 -47.5 -39.8 -46.8 -39.4 46.0 -39.0 45.2 -38.6 -44.5 • 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 • • 160 • -44.5 -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 •••••• 4T.1 41 19.8 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 -44.5 -55.1• 434 -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 •••••• 4 . 41j 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 -55,07 -439 -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. '1h 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 -45.9 -56.40 •1i&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 ••••• • '41C 42 • :4l•2 41.2 40.7 40.7 40.3 40.3 139.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 • • 20 -46.2 -57.0 44.9 -54.5 44.4 -53.7 -44.0 -52.9 43.6 -52.1 -43.1 -51.3 42.7 -50.5 42.3 1 -09.7 41.8 -48.9 -41.4 48.1 41.0 47.2 0 943. 43�• 0 6466 41.6 4L2 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 • 416.• -5Z6• ••15.3 -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 -47.1 -58.1 -45.8 -55.6 45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 -43.6 -51.5 -03.1 -50.7 -42.7 49.9 -42.2 -49.0 41.8 48.2 •:•••• •••ON 43680 •31P.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 • 0-47.5 -5 7 6.2 -56.2 -45.8 -55.3 45.3 -54.5 44.9 -53.7 -44.4 -52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 42.6 -49.5 -42.2 -48.7 • •••• • 04J.2 44242.8 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 38.6 240 -08 -59.2• -0E.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 0 644.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 :41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 -47.0 -57.2 -46.6 -56.3 46.1 -55.5 -45.7 -54.6 45.2 -53.8 44.7 -52.9 44.3 -52.1 43.8 -51.2 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 -48.8 -60.2 -47.4 -57.6 47.0 1 -56.8 46.5 -55.9 -46.0 -55.1 -05.6 -54.2 45.1 -53.4 44.7 -52.5 44.2 -51.6 43.7 -50.8 -43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 ''42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 47.3 -57.2 46.9 -56.4 -46.4 -55.5 1 -45.9 -54.6 -45.5 -53.8 45.0 -52.9 -44.6 -52.0 44.1 -51.2 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 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 28 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 1 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 4pp.2 40.2 --57.2 -47.1 -56.3 -46.6 -55.5 -06.2 -54.6 -05.7 -53.7 -45.2 -52.8 -44.8 -52.0 '�'-0A. 5 6. .9 V4.9 44 4 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 40.9 340".9 .= 40.5 ., `0.5 ✓. -07.9 -57.6 -07.4 -56.8 -47.0 -SS.9 -46.5 -55.0 -06.0 -54.1 -45.6 -53.2 -45.1 'v-50.3. .-K4.8• •.- 1.4 rami reS Villa e •�,�� S APPROVED BY DATE �n' i ZONING DEPTt# 1TY UG O u BLDG DEP CFIV�'� DEPT /�✓ AUG 21.2015 SUBJECT iC Cr�1Pl_IAI`ICE WfT}{ALL FEDERAL t' Cury BY: I TATE ANS r r I�I(I Y RULIS AND REGULATIONS gig. r MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:346 NE 105 ST MIAMI SHORES FL 33138 Permit No. Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOW FL16736.2 +60.0 -60.0 +40.1 -43.4 110 x 613/4 NO YES 2 -53.6 110 x 371/8 .l• •�• 3 1L 110 x 491/2 4 FL16736.1 -43.4 35 3/4 x 49 5/8 .�. •L 5 1� 1� 1� 6 FL16736.2 1) 110 x 491/2 .L •1• 7 Ir tjf FL16736.1 35 3/4 x 491/4 .j. .l. *V••� y. 'g •�, �, .J, .J, y �. 72 3/4 x 49 3/8 .�. •L ...�,: •••• -53.6 .n... •...L: • **Go �, �. �. �. -43.4 12 •�, •••• .�, �, .�, .�, �, 411/4 x 62 .L �• . ...... . .. . .... •18 •.•.j.• •• FL13010.4 +55.0 -55.0 .L .L 411/4 x 21 1 x 4 .�. ...... •••• . 14 •••• .l. .L •�• J. .L 411/4 x 62 J, HORZ& .�. 15 .l' •l• •J• •l• .l• 411/4 x 21 .j. VERT .�. 16 FL16736.1 +60.0 -60.0 -53.6 411/4 x 62 .L FL9520.2 •L 17 .j. FL13010.4 +55.0 -55.0 .l• 1, 411/4 x 21 .l• .�. 18 .l. FL16736.1 +60.0 -60.0 .j. 1L 551/2 x 62 .j. 1 x 4 HORZ .�. 19 FL13010.4 +55.0 1 -55.0 .j. .4, 55 1/2 x 21 .j. FL9520.2 20 .j. FL16736.1 +60.0 -60.0 -43.4 513/4 x 491/2 .�. .�. 21 .J, .L 1L 517/8 x 37 FHA,r DIAGRAM JtlEET 6-ao•ri�_�rrasa�.3iresesar�rg2 MEASURING TECH MEASURE DATE /Sysac➢aS®s ��y �/�Yl� CUSTOMER'S NAME FHA LEAD NAER • ZYQE 01 PRQP • ROOF HEIGHT FLOOR NUMBER TOTAL#OF FLOORS ,Lop-cg Aa 10 ......... '�.� .. ._ ._ .. ...... _ --- --_... --j- = -=- -=-=----- - -- --- - _ -- - - - - - _ - - - ------ ------ - - - - - - - - - -- _ . ..... Florida Building Code Online Page 1 of 3 fbrkf DepBltrTt Wqf 00S Honk log In user Registration IAx Tepi6 1 SubmitSurcharge Stab:a FaGa F , i, rt z'1-"3-'--1r,'tr" j ,!rks I Search Busines �Approval Professi al QUIER: Regulation ® EMQ=Annroval Menu> >Andication List>AW11cotian DeW FL# 13010-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss*cws.cc Authorized Signature Koss Erin ekossilitcws.cc Technical Representative Erin Koss Address/Phone/Email 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 jlathrop4Pcws.cc Category Windows Subcategory Fixed 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 Validation Checklist-Hardcopy Received Certificate of Independence FL13010 R3 COI EvalReo CWS-3738(PW-8300. 120x48.IMP1.odf •• 00: •• • • • • • •• Referenced Standard and Year(of Stan(fajd) •; •: •• ymr • • MA/OJPMAM 19VT.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 • ••• 4WW 6W6-05 • • 2005 • ASTM E446-05: : : : 2005 •• • • Pt JA12%1/2t124A0 i i 1994 • • • • • • • • • • http://www.floridabuilding.org/pr/pr_app_ l:.a* ?toravt--WjWXQwtDgvQEb8FEH60... 6/24/2015 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By 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 Summery of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,36'x 72'. Linits of Use Installation Instructions Approved for use in HVH7-Yes FL13010 R3 II CWS-433B(PW-8150.36x72.IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+75/-75 Evaluation Reports Other:PW-8150,36'x 72",DP=+/-75 psf.Large Missile EL13010 R3 AE DuPont PVB NOA la-0129 27.Ddf Impact.In HVHZ may only be used up to Soft above grade. FL13010 R3 AE EvalRep CWS-433B(PW-8150.36x72. Glass complies to ASTM E1300-04. IMP).odf FL13010 R3 AE Ouanex fMikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Rg/F1n Fixed Window,Continuous Head&Sill. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-SiOB(PW 8150.CONTHDSL Approved for use outside HVHZ:Yes IMP).odf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes Other:Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8' Evaluation Reports x 72".Outer lite must be safety glass above 30 ft.in HVHZ. FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Glass Complies to ASTM E1300-04. FL13010 R3 AE EvalRep CWS-5108(PW-8150. CONTHDSL.IMp).Ddf EL13010 R3 AE Quanex fMikrpnl NOA 12-1017 02.Ddf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,120"x 48'. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II S-3738(PW-8300. 120x48.IMP).Ddf Approved for use outside HVHZ:Yes Verified By:Lucas A.Tu mer 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:PW-8300,120"x 48",DP=+/-70 psf.Large FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf Missile Impact.Glass complies to ASTM E130D-04. FL13010 R3 AE EvalRep CWS-373H IM-8300. 120x48, IMIM P).odfodf FL13010 R3 AE Quanex(Mlkron)NOA 12-1017 02.pdf Created by Independent Third Party:Yes 13010.4PW-8300 PVC Fixed Window PW-6300 PVC Fig/Fin Fixed Window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 lI CWS-159D(PW-83D0.72x76.IMP).Ddf Approved for use outside HVHZ:Yes Verlfled By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact,See Installation Drawings for FL13010 R3 AE DuPont PVB NOA 13-0129 7. df Max.size and DP s.Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf ft.in HVHZ.Glass complies to ASTM E14W-Ve• • • • FL130.10 "AE EvalRep CWS-159D(PW-8300.72x76. • • • • • IMJ).mdf• •• • •• �3S^10•}33 AE Quanex(Mikron)NOA 12-1017 02.pdf • • • • • Creeped by;Pdependent Third Party:Yes •• • • • • • • • • Ufa: North ftnrtnp@llahanue hone:850-487-1824 ••• • • • • The state of Flotilla Is an ANEW empbyer.fanwioht 2007-2013 State of Florida.:;pdgpC, A Beaty statement;;Refund ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org/pr/pr app_4LatpxTpatwfl=aW$rd3MwtDgvQEb8FEH60... 6/24/2015 Florida Building Code Online Page 3 of 3 Under FlorWe law,email addresses are public retards.9 you do not want your e-mall address released in response to a public-records request,do not band electronic mail to qua entity.Instead,contect the office by phone or by traditional mat.Ryou have any quesdons,please contact 850,487.1395."pursuant to Section 455.27S(1),Florida Statutes,ef%cWe October 1,2012,Haans•es licensed Lada Chapter 455,F.S.must provide the Department with an small address d they have one.The smalls provided may be used for o0ldal communication with the licensee.However emit addresses are public record.If you do not wish to suppp a personal address,please provide the Department with an emat address which can be rade available to the public.To determine M you are a licensee under Chapter 455,F.S.,please click h=, Product Approval Accepts: :eetvn •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• al • ••• ••• ••• • • • • • • • • • • 0.• •• •• • • • • • • http://www.floridabuilding.org/pr/pr_app_dt a4k?Wbl--v4j-EVXQwtDgvQEb8FEH60... 6/24/2015 1239 Jabara Ave. URNER North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 159D April 18,2015 Product Description: series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) 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's Edition(2014)Florida Building Code including the HVHZ. 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-159D,signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3954-01 and-IA,and NCTL-210-3955-01 and-]A,from National Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMA/WDMA/CSA 101/1.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 3954-1A and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-159D,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-159D. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+Y-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159D,with Dupont SentryGlas Interlayer per Miami-Dade NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13- 0129.276 in DP55 units • Requires Quanex(Nkron)white rigid PVC framing per Miami-Dade NOA 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 50'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(:r 4)pr8yal prpcgVof this product. • • •• • • • • • 1111111��1 40 E OW IS ... ... ... y• Hp 58201 '; .'• *`.' : * :* 4/18/2015 ••' 1513-% STATS: of ;41 X Lucas A. Turner,P.E. .• �fi•• :�;+`� FL PE#58201 ... ... ; Ste'••......• fl,. • ��ih��NA ;�+� Lucas A.Turner • •• •• • •• •• 2015-04-18 22:13-04:00 ••. . • • .•• • . GENERAL NOTES: ICTURE WINDOW - LARGE MISSILE IMPACT 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURSID QW110MMEM TO COMPLY WITH THE FLORIDA BUILDING CODE(FOC),CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(FIVHZ) �FLORIDA 34474 AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. W W W.CWS.cC 491/4" 7311C 2.GLAZING OPTIONS:(SEE SHEET S) MAX OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH am PVC MAX UNIT WIDTH MAX.UNIT WIDTH 3 NOT LIMITED TO.THOSE SHOWN ONS EET 2CONFIGURATIONS:XY. ARCHITECTURAL . PICTURE INCLUDE,BUT ARE PICTURE WINDOW 451M. 89 ve' d.DESIGN PRESSURE RATING: IMPACT GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A ———— —————— GLASS TABLES ASTM E-1300-04. n v ——— ——— —— -POSITIVE DESIGN LOADS BASED ON.TESTED PRESSURE,WATER T I INFILTRATION TEST PRESSURE AND GLASS TABLES 8N Q I ASTM E•iS00-04. o o • -- I -- 771!4 I 6.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED tuff 0 0 • • • • •• I MAX. I I IN THE DESIGN OF THIS PRODUCT,SEE SHEETS FOR ANCHOR F- w ¢ a � •••• • • • • OVERALL DETAILS. W INDLOAD DURATION FACTOR Cd61.8 WAS USED FOR WOOD Uf • 731.x" I • • • I RANGE I ISi MAX • •• I HE1Cd 1T I I ANCHOR CALCULATIONS. m •••OYEBAL 0# • • • B a o M • of 6 FLANGE I • • • I 1 I 8,PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT Ma •HEIGHT 00000* I ?rREQUIRED. ! F -- W Z • I I •••• • • •• •• MAX s 72' • I •• • I UNIT O I 7.ALL FRAMES ARE FULLY WELDED, o a *0:4•MAx • I • ••Q'•• I HEIGHT I occ • LIN I B SERIES/MODEL DESIGNATION PW 8300. 0000: IEA • • •••• GIS" • • • I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: > > O • •• •••• I I ••••a• B91� GLASS O=FIXED SASH. no m 6 g • • GLS •••••• I 8 DLO •••• • DLO• • ••:••• 10.LOCATION.TION OUTS APPLY TO ALL ELEVATIONS IN A SIMILAR • • pram •• • I • • •••• I I D I I 'cr ENSFtiINA" •• ••� • • ---�— • i ( 9 I Ste: N• 58201 t £ ALucssA Turner o= =ae 8 A 2015-04-11 Sp 7, STATE OF jry 15:04-04:00 02- 4/11/2016 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES ELEVATIaNS.......1 1 LOCATION RATING IMPACT RATING DATE: ARCHITECTURAL SHAPES...................2a w ADE 05/05/07 GLAZING DETAILS.................................3 ANY 48 x 72 +/-55 PSF SECTION VIEWS....................................4r REV nwuEXTRUSIONS&B.O,M...........................6 NON- - LARGE MISSILE IMPACT CWS-159 D ANCHOR SCHEDULE&NOTES......,..8-7 tJ'87.5 PSF INSTALLATION DETAILS.......................8 SHEET 120 1 OF 8 4 I WOOOML�a 1900 SW 44TH AVE. OCALA,FLORIDAS4474 WW W.CWS.CC 8300 PVC PICTURE WINDOW N�• �o�,�.�.LINPACT -- FULL CIRCLE 0 0 • •• • • • w w o • !, • ••• • • •• I- w a •••••• • • • • I UJI • • 1 F • •••••• • •• •• Q rLWcr •�•••• •:••• Goes* • ¢ a0 • •i•• •• •••• o • • [DI I :see*: �n ryOP�F p U rp ,c Q •:•••• •••••• ••i••• `�r��flW�rh4 00 W-TAGON •••••• •••••• • • TRAP =r. Ne 58201 iVc 0000 9� STATE OF Pyr F%B tia R 1 O O�t1a` NOTES, 1.SEE SHEETS 6 6 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. �+ 2.THRU FRAME•MASONRY.WOOD OR METAL OPENING. 4/11/2015 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. FL PE#58201 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 1239 JAIjARA AVE. RECTANGULAR WINDOWS ON SHEET 1. NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-3804574 MUST SPACING MEASURED ALONG THE LENGTH OF THE PRODUCFOOW THE LAYOUTS SHOWN ON SHEETS 6&7.WE ANCHOR mrrla l: T. 1/4 dACLE SLE ARCHITECTURAL SHAPES DRAWN W. DATE ADE WNW GWS-159 D SCALE: SHEET 1.1 2OF8 L 19M SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW8.CC 8300 PVC PICTURE WINDOW IMPACT Qk . . gs ' • • 000 •• • • .00. • 1.OVERALL 1'OVERALLcn m • • •••••• • • 3116'ANNEALED or TEMPERED 3116'HEAT STRENGTH or TEMPERED c3 y ¢ ZO • •••• • • : • : 12'AIR SPACE 316"AIRSPACE I±C + IoC co • • ***000 5116"LAMINATED > 7/16*LAMI GLASS �y • •••• • see** W ¢ Z •••••• • 116"ANNEALED 3118'HEAT STRENGTH a. a. •••• • • *:9090••••• .080 SENTRY CUSS KNVOPLAST INTERUYER 0 • • A�DUPONT PVB INTERLAYER w •••• •• • •••• • • 118"ANNEALED311("HEAT STRENGTH • • • •••••• o U m a 0 • • • •••••• e PURFECT GLAZE"H" 6 SIK�AFLEX 552 E•K' 2 ••,•••• 00000 ••i••• SIKAFLEX 552 �11Ymw •,• • •• : •• 12'GLASS WE 5OrG7;; 112"O1A.99 BITE•• 70000 lu 'a: STATE OF 4vTYPE B �Z 4111/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941380.1574 BWET N: GLAZING DETAILS GLASS MAX S MAM. -- 'TYPE W x HADE D5A)M7 DP+/-55 A 48 X72 CWS-159 D DP+/-67.5 B 72 X76 SHEET -___— 1:1 3 OF 8 4 (QWINDOW MTMEMS 1900 SW 44TH AVE. OCAL&FLOR IDA 34474 www.cws.cc INTERIOR 7 8 83009 s 9 e PVC PICTURE WINDOW � IMPACT D g Deo • • , �•� •• • r w a a m • 0000 • • • 9 q co •0000• SECTION VIEW B-B tC U J 414000 It . 0000 • • . LL ~ LL • •:.• • • 0000.• � O f p 0000 •• • 0000 t uj • • •• ••i 0000.• INTERIOR o • •... OUm t Z • • ••• 0 000•• • ��rinrrr 0000•• • 00• . 00 •• • r�q� PtdOREW T .. . .. -�r�.py�G 8 N gli`aG 74•. • . 0000 0000 1 0 0 =Jyva N. 8a20�1 ;�A S 0000 *: .}_ j 11 8 9 STATE OF �44lLC�' +IAV; 50A 9. ❑ yrmnnN� 2 s \—� LUCAS A.A.TURNER P.E. FL PE S 58201 1239 JABARA AVE. NORTH PORT.FL 34288 7 6 PH.941�380-1574 SWEET ION: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAM DRAWN BY: DATE: ADE 05/05/07 i CWS-159 D SHEET 1:1.33 4OF8 r PARTS LIST ITEM PART#I DESCRIPTION VENDOR MATERIAL . % 1 H-60066 FRAME,PW, MAIN, HEAD MIKRON PVC 19MSW44THAVE 2 H-60068 FRAME, PW,MAIN, SILL MIKRON PVC OCALA.FLORDA34474 www.cws.cc 3 H-60066 FRAME, PW, MAIN, L.JAMB MIKRON PVC 4 H-60068 FRAME, PW, MAIN, R.JAMB MIKRON PVC aor�a•11weLn�ALLsoes) 83Qp PVC 5 H 6006A FRAME, PW, MAIN, FIN MIKRON PVC SCAM .8 PICTURE VANDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK.,85 DUR., 1/8"x 5/8"x 2"LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H", SIKAFLEX552 HENKEL/SIKA SILICONE n 1 ,11700�_ 9 P-3752 CAA PLUG, 1/2"HOLE M&M SILICONE a 10 S LZ BE., Fm.(1 O.A. I.G.) MIKRON PVC o 0 • 11 G EE SH ET w M in w � oo > • •••• • • • h w a a m • • • • • o Vy •••••• V • •••• • • • `31ir 3118' LL O ySS • • • a 4 •• 09 cc jr • ••••••••• ¢twL ••• • • • • • •••• • ljfll:ii D UD¢8 �mD6_o 74 ry at gG•• 21O 18 ••• • ••• 2718OREW N• • •••• •••• • t V2" 301a 0000 No cc PVC FRAME FLANGE-H-6008B A STATE OF rAU PVC FRAME FIN-H-6006A 'I'• NA1 .�`` yinn 4<`l201 LUCAS A.TURNER,P.E. 7/e FL.PE#58201 1238 JABARA AVE 3116' 8 NORTH PORT,FL 34288 PH_941-380.1574 ANEETwonwrm— PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY. as ADE O&OW07 V0157— aEv.: CWS-15995 D SHEET 1:1 SOFB 14'MAX O.C.(TVP.) y�'�[�'y �m r MAX.Wfp.) e'MAX O.C.(TYP.) QOW MTEM Aly[1+r�—f 8'MAX.(TYP.) SEE NOTE 2 4"MAX.( ) SEE NOTE 2 1900 SW 44TH AVE. W MAX.MM.) ——— ———— OCAI-A,FLORIDA 34174 -- — -- WWW.CWS.CC 8300 PVC j MMAXD.C. I f PICTURE WINDOW I7HTALLATtON (1YP-) I IMPACT NNBTALLATION 14" I ANCHOR(TYP.) I ANCHOR(TYP,) i (MIAYxP).C. • • ••• • • •• I � r w a a m •••••• Lu W131 z LD • • • • I r o N 39 •i•••e •••••i •••••• I i I Ia a •••• • • •••••• I c ss•• •• • •••• — o 9 vUi • • • • • a n w > > > > O *0000: • •• 900* E ANCHOR LAYOUT-(FIN) • • • •••••• DP+/-fib PBF U m Q Z • • • • ��.�r1D�EW T i • • •may' Ne 582D1 1:�J 900* OSkri NOTES: 'A STATE OF I'lu 1.INSTALL ONE ANCHOR AT EACH INSTALLATICN LOCATION,ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. =l .,BC 0 A,1.��Q�•�,, 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIIMS WHERE SPACE GREATER THAN 1116"18 PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPEOFFD N THESE DRAWINGS,SEE TABLE 1,SHEET S. 4/11/2016 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIALOR COATING. DISSRa1mAR METALS OR MATERIALS IN CONTACT W ITH PRESSURE TREATED WOOD MUST LUCAS A.TURNERP.E. BE PROTECTED TO PREVENT REACTION. FL.PE#58201 1239 JABARA AVE. S.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 34280 SPECIFIED IN TABLE 1,SHEETS, PH,941-39D.1574 ANCH EMBEDMENT TO UBSTRATE SHALL BE WALL DRESSING OR STUCCO. FOR CONCRETElcmU 6 INSTALL TIONS TO SOLID SCONCRETE OR GROUT-FILLEDBEYOND MU MAY INCLUDE HJT DO NOT REQURE 1X WOOD BUCKS BETWEEN BEDMENT SHALL THE PRODUCT AND SUBSTRATE.BEYOND WOOD BDA'IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE S INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUIIA CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL ADE OS/OS/O7 S.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 STRUCTUREV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, CWS-169 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: ET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(PLANGE WINDOWS), FMS),AfWDMA 2WBOX WINDOWFMA/AAMAAWDMA 3W(EXT E RKXR DOORS) 1:20 8 SHEET 8 4'MAX(TYP.) r MAX.O.C.(M.) W MAX(TY R) 7 SB"MAIC O.C.(IYPJ 19M SW 44TH AVE. SEE NOTE 2 4-MAX MT.) 3EE NOTE 2 OCALA,FLORIDA 34474 sX ) W W W.CWS.CC j 8300 PVC r I I PICTURE WINDOW 7 vs• I MAX O.C. I I IMPACT (o.c. I Imo.) I I 7 I INSTALLATION INSTALLATION c 0 0 • •• O i ANCHOR(IYP.) O ANCHOR(TYP.) W uj ui o } • . F Q • • • • • I z � En •••••• • • • • • o EA • • •• •• I I i R ¢ n ANCHOR LAYOUT-tFIN1 dttrnt •••••• • •• •••••• ANCHDR LAYOUT-tFLAJVGEf �4N +Yy �aJ-es PSF DP./-as PSF _�,.� P"��w rgi ••••f• •••• • • S 581 L • • L NOTES: 'p©ti STATE OF �Eu� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. f�lyF��,0�H%O if N gyS+p A; ,a 2.SHIN AS REO AT EACH INSTALLATION ANCHOR U61NEi LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1i4'. USE SHIMS WHERE SPACE GREATER THAN Vt8'IS PRESENT. LOAD BEARING SHIMS SHALL-BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y 7- X ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/111112015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 4 58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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 8. PH.941-380-1574 G.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUOGO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE, SHEET INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL DRAWN O ADE 05/05/07 8.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. -o: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REMIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 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 FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAWDMA 290(BOX WINDOWS).FMA/AAMAANDMA 300(EXTERKOR DOORS) 120 7 OF 8 MIN.EMBWSEALAhITBEHIND TYPICAL HEAD ANCHORAGE SEE TABLSUBSTRATE BY OTI4ERS VVII�OW 1/4'MAX SHIMSEE TABLE 1 MNL EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. MN.EDGE DIST. SEE TABLE 1 SYOTHERS OCALA.FLORIDA 34474 ''.. SEE TABLE I -� 1/4'MAX BHII I SEE TABLE I tANYW.CWS.CC SUBSTRATE BY OTHERS - - MN.EDGE DIST_ I SEE TABLE 1 ---� SEE TABLE 1 MN.EMBEDMENT �y��yyaa PERIMETER SEALANT-� SEE TABLE 1 INSTALLATION ANCHOR 8300 PVC IBY NSIDEANDEOUT SEE TABLE I i I PICTURE WINDOW EMINABLE 1 ENT IMPACT SEALANT BEHIND FLANGE BY INSTALLER 114"MAX.SHIM PERIMETER SEALANT ERIMETER SEALANT LBY INSTALLER • •• Y INSTALLER INSIDE AND OUT • • • SIDE AND OUT INSTALLATION ANCHOR LL Y W Lu • • ••• • • •• SEE TABLE 1 � w Q q m • •••• • • • FLANGE BY INSTALLER -SEALANT BEHIND • INSTALLATION ANG" • • • FIN BY INSTALLER z • 4%91RBLE I • • • • HC)RIZONTAL�T� C HORIZONTAL SECTION ttt1��Y q • • • B TYPICAL AAM0 ANC 8 TYPICAL FIN ANCHORAGE • • •••s•• HEAD AND SILL SIMILAR FOR FN INSTALLATION ¢00 0 es 00 > 0000•• • • ¢ a nw ••0• • • 000009 W • < F 0:9 0 •• ••0 '*9 aBFALONT BEHIND• 114'MAX SHIMo U m < i• FLANSE BY NSTALLIR •0000 • saq 1JRE �PERIMETERSE/R.AMT•BY INSTALLER • • • MN.�EDMENT �d "INSIDE AND OUT • SEE TABLE 1sy0• Ne 58201 ;�0SUBSTRATE BY OTHER �' w SEETABLE I MIN.EDGE DIST. 3p1 STATE OF w EE TABLE 1 y0t t SEALANT UNDER SCREW A VERTICAL SECTION HEAD BY INSTALLER B TYPICAL BB1ANCHORAG •� � �«: C,r TABLE 1:APPROVED INSTALLATION FASTENERS 411112015 FRAML=3LW8aVpvqWe ANCHOR TYPE LUCAS A,TURNER,P.E. GE CONCRETE(20 KSI MIN.) 3116"17W TAPOON 1-112• 1-1/8' FL PE#58201 WQ=OR GROUP-FL1EbCMU(I 17 PCF MIN) 3118'PRN TAPCON - PERIMETER SEALANT 1239 JABARA AVE_ BY INSTALLER c NORTH PORT,FL 34288 FLANGE CONCRETE(285 KSI MIN.) 9116'ELCO IATRAODN 1- 1• INSIDE AND OUT PH.941-300-1574 FLANGE GROUT-FMIEDCMU(ASThI 6-90) 3116'EL000LTRACON 1-114' 2-112 . D B BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 346,ITW TAIRCON 1 7A' HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCOLRTRACON INSTALLATION DETAILS FLANGE 2X MN.SOUTHERN PINE(G-O.b6) N11O WOOD SCREW T-3 8' 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE WN BY: TE: FLANGE 16 GAUGE(0.080')MNL STEEL STUD #10.16 HLLTI KW K-FLEXOR TPW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD MIN) TEKS SELF-DRILUNG SCREW TIM D.O80' 711(' ADE 05105/07 118'ALUM.{6003-T5 MN.)OR #10 G WIDE 5 SELF-TAPPING 1 FULL THREAD MIN.1147 FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED �- FLANGE I/B"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125- 7116, INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D FN PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHEET 2X MN.SOUTHERN PINE(00.55) #8 WOOD SCREW 1.112' 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 SOFS Florida Building Code Online Page 1 of 2 i ` n�4wd RE rMA10 DepafmlE'Ilt4 DCIS Horne Log In user Registration plot Topim Submit surcharge Stats&Facts -Irx Wol FW'Sta" 6035 tris Ms7 o,r.• 5"tarch Busines ?, ProfessiC "�'nalQOUSER:PUNIC Regulation Product Aooroval Menu>Product or Ani ion Search> 9>Appikjtion Det•p � a FL 4 9520-R5 Application Type Revision Code Version 2014 Application Status proved Comments Archived p 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 ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekossQcws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Iii Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Tumer the Evaluation Report Florida Ucense PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/10/2016 Validated By Steven M.Urich,PE 9 Validation Checklist-Hardcopy Received Certificate of Independence FL9520 R5 COJ EvalReo LWS-836A(3 in Mull.IMP)_pdf • • • Referenced Standard and Year{of Standard)••� • • • Year • • • • • 7ry vo-06• 2006 •• ••• •• •ASTP1 E+18"05 2005 ASTM E1996-09 2009 ,PA TAS 201/202/203 1994 • ••• ••• • • Equivalence of Product Stan84ds • • • • • ••• Certified By 009 • • • • • • • • ••• • • • • ••• • http://www.floridabuilding.org/pr/pr a}PPA LS �pararll; EVXQwtDgvlHvmuJRWcZ... 6/25/2015 •-• .PP 0— 0 • 000 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated D4/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Summary of Products FL* Model,Number or Name Description 9520.1 3'Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical, Fn&Flange applications.(IMPACT) Limits of Use installation Instructions Approved for use In HVHZ:Yes FL9520 R5 Il CWS-836A(3 in Mull.IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Turd Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact; See Installation Instructions FL9520 R5 AE EvalRep CWS-836A(3 in Mull.IMP),odf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.2 4"Alum.Tube Mullion 4'Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange appllcations,(IMPACT) Umfts of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 RS II CWS-837A(4 In Mull.IMP).odF Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Defdgn Preasure:N/A Evaluation Reports Other.Large Mlssile Impact; See Installation Instructions FL9520 R5 AE EvalRep CWS-837A(4 in Mull.IMP).odf and Evaluatlon Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.3 5 1/2'Alum.Tube Mullion 5 1/2'Alum.Tube Mullion,Horizontal&Vertical,Fin& Flange applications.(IMPACT) Umits of use Installation Instructions Approved for use In HVHZ:Yes FL9520 R5 II CWS-838A(5.5 In Mull.IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Other:Large Missile Impact;See Installation Instructions FL9520 R5 AE EvalRep CWS-838A f5.5 In Mull.IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. feed 0 Contact Us::1940 North alonme Street.Tallahassee Fl-32399 The state of Florida Is an AA/EEO employer.Comerinht 2007.2013 Slate of Florida.::Privacy Statement:: ::Refund.Sli1oment Under Florida low,email addresses are public records.D you do not want your•-mall address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.1f you have any questions,please carried a50.487.1395.*Pursuant to Section 455.275(1),Florida Stables,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Deportrnant with an email address If they have one.The emalls provided may be used for official communication with the licensee.However small addresses are pudic record.If you do not wish to supply a personal address,please provide the Department with an email addroas which can be made available to the public.To determine If you are a Ilcansee under Chapter 455,F.S.,please click IIM. ProductttA�pprov�!,�Accepts: Cl •• ••• • • • • • • • • • ."tot r rtlr& • • •• • • •• ••• •• • • • •• • ••• ••• ••• ••• tI-CH• • • • ••• • http://www.floridabuilding.org/pr/pl+appyUt,--oa4?parer --t EVXQwtDgvIHvmuJRWcZ... 6/28/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 837A April 27,2015 Product Description: PVC 4"Mullion H-1759 Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5th 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-837A,signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3833-IB,-1C, 4, 4A,-5,-5A, -6,and-6A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J. Ferrara,P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E 1996-04/06/09,and AAMA 450-06 4) Supplemental Calcs.to support CWS-837A,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-837A. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-837A,using clips as shown in CWS-837A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System,Inc.windows,please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. • Requires 6063-T6 aluminum mullion and clip extrusions. 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. ••• ••• • • • • 1�1 1 11111 • y, I J ' No 58201 16 • ••• ••• felt: �Ir. 's*' 4/27/2015 • e %e'fl' : = Lucas A. Turner P.E. .. .9 t SfAtE:OF r'►�+.' ' •' :�+= FL PE 458201 •ice ••.,A..••• G �" • ,Jlssi��i��+�a�' Lucas A. Turner 2015-04-27 . • • 21:01-04:00 . . . . . . . . . . 4" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SHOWN w/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH ETS7 ElIS VELOCITY HURRICANE ZONE(HVFIZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 SW 44TH AVE. D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA.FLORIDA 94474 W W W.CWS.CC 2.CONFIGURATIONS(SEE SHEETS 23):VERTICAL OR HORIZONTAL. __ 3 SEE MULLION CHARTS FOR MAX DEMN PRESSURES AND LENGTH. 4"PVC (REFER TO SHEETS 2-3) MULL BAR 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS.WINDLOAD O DURATION FACTOR Cd-1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. N S.PRODUCT APPROVED FOR IMPACT RESISTANCE. USE OF SHUTTER IS NOT REQUIRED. a S.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER Tmff� g ANCHOR CUP __ ANCHOR CUP DESIGN PRESSURE OF THE MULLION OR THE INDNDUAL WINDOW UNITS. Y • •• A C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w • • • • • s 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE y ••• • : •u• B Q Q APPROVAL O • • • •••••• • • 6 &.RESPONSMILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY + _N •• ••• APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY ld > • • • • • REQUIREMENTS RESTS SOLEY W ITH THE ARCHITECT,ENGINEER OF RECORD, • • BUILDING OWNER OR CONTRACTOR. 0 •••••• • 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS ••••• • • • • DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY c • • ••••X• X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR o ••••• •• • I EXTRUDED ALUMINUM. oo • ••• ••• • •• •••••• 10.VERTICAL MULLED UNITS MAY BE MULLED BiDEFINIT£LY AS LONG AS THE SIK3LE • • • USNWN ETH A D HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED ASHOW �NPµ •�,� ••• •• • •• C F E DIIV �r 1�EINg�4�s • • • • 9 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. :T. •~ F 1Sp • • •• • •• EXAMPLE HOR171 VERT.MULLION VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. �' /b 58201 i •:• .. • • FOR SECTION VIEW ONLY .... {�� ANCHOR CLIP ��7p BTATE OF -- -- TLucas A. u +''yF�B�aa�Q.tr��srr 'yy�oiaA�E?ra� 2015-04-27 �+►p�na+� Q Q i 21:01-04:00 X� 4/27/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE- NORTH VENORTH PORT,FL 34288 X XPH.941-380-1574 srieE'r TABLE OF CONTENTS 4 GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS-.............1 DRAWN BY: DP CHARTS.................................................23 ANC ADE 09/27/012 BOM&EXTRUSIONS.....................................4 EXTRUSIONS.................................................5 EXAMPLE VERTICAL MULLION FOR u' SECTION VIEWS......................................... PVC WINDOWS FOR SECTION VIEWS ONLY CWS-637 A CONFIGURATIONS 8 ANCHOR NOTES.......8 INSTALLATION DETAILS..........................9.10 SHEET ___ 1:25 1 OF 10 Dmtnpm 51M■ r4 Or 9M KUd brat PVO4-MA m K Yi ■Ilr ■or■■■O rfftonry• hm p■r fs ■ ■rot■ a ruttier mhw*@ w OPNNO 812E(la) I TNN 39 46 51 67 99 75 3f8 e1 67 93 99 107 318 114 120 128 132 13e 149 are I VERTC.AL MULLION �S/IISISYIiIWU[/V Ir\/('jam'/�llj 49974 120.0 120,0 120,0 120.0 120.0 120.0 120. 120.0 171.0 120.0 120.0 120.0 1 120.0 120.0 120,0 121.0 120. I TWIN DOW BTST@96 900 SW"TH AVE. 83 VB 120.0 120.0 120.0 120.0 120.0 118.8 115.1 1123 710.3 7 108.8 151.1 INS 1066 109.8 1668 /06e IId47At1TAL MLLLION 97 120.0 .0 120.0 120.0 117.9 111.7 106.5 1 .9 .9 06 84.3 84.3 94S 94.3 70.0 I w WWW,CFLORRIIDA 34474 �. 83 120,0 178.6 110.3 1029 97.1 92.1 SIM 829 9 78.9 77. 77.4 772 ,0 m0 .0 I LSI 68 120.0 121.0 Ime 100.3- W.1 67.5 82.7 792 78.2 73.8 71.6 69.3 88.1 67.2 SOLO 86.3 88.3 e63 72 120.0 1121 101.4 93.1 86.5 81.1 73.1 70.1 67.6 671.5 63.2 1.9 80.8 SMO 59.5 76 118.8 105. 95.0 87.1 SO.7 6 71.1 67.9 625 80.4 1 56.6 66.6 50.7 W.D t I w 90 70.0 70.0 70.0 70.0 .0 965 83.3 60.6 561 56.0 53.7 522 50.1 - 4~Dtlf+I g rYC 84 70.0 70.0 1 70.0 1 70.0 0 88.5 82.4 1 59AI I 56.6 I 54.2 1 52.2 1 49.9 1 48.4 47.9 L Oi MULL BAR 'iii 88 70.0 70.0 70.0 70.0 b7.3 O2B s 5s.e 592 80.9 45.9 46 45.2 IOPENING SIZE--� MULL LENGTH IMPACT 92 70.0 .0 70.0 59.1 58.4 55.6 7 50.1 47.9 43.6 62 !16 70.0 0.01 70.0 86.8 1 80.6 1 58.4 52.7 1 40.9 1 47.4 1 45.3 1 43.4 1 41.3 I VERTICAL A�41LI0N DP CHART IS FOR: I Liu 4t In NON-INTERSECTED 1522 f1OR70U LMU.UOR IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): I � a -(4)N10 SCREWS INTO WOOD or METAL ( o -(4)3/1 S'ITII TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD -(4) 1/r rjLCO WI•TRACONS INTO HOLLOW or GROUT-FILLED BLOCK m • ----•- '-4 -------------------------------------------- •• DrAp PiNarfrChalt FSF•fof Ww PVQcMMh K1 75k w4h 1707 Cto U 40r4w5 a Ir■9•Iry■■C1h•r■p■r■■ch adul mAn Sm I ?or II11W•nl•r4p Wovoman. I • • IS OIL) IL O . y •Q.• 045 61 SIr 63 N 75318 e1 67 93 99 107976 114 120 125 132 198 1459!8 T_[--MULLLENGTN +I n •• 374 .0 .0 1111.0 1210 120.0 120.0 120.0 20.0 120. 120.0 120.0 120.0 1 120.0 120.0 120.0 12;.0 121.0 I TRAN70MOVEA T IN ¢ €j W 1 1 .0 120.0 120..0 110.0 120.0Ir 120.0 120.0 1201 120.0 126.6 1201 120.0 1 WO 12D.0 I VERTION-M LUON IL • S7 120.0 110, 1 .0 120.0 120.0 1�.0 120.0 120.0 120.0 120.0 120.0 120.0 0 120.0 120.0 120.0 70.0 I T17�4R"1P1E 0 •• 41Gq 720.0 620.0 1 .0 120, 1 0 120.0 120.0 120.0 120.0 120.3- 117.5 1100 115.2 114.9 707' 70.0 70.0 I NdIQOrIrALFRAL1pN 1 • 4�= 0.8 20.0 140.0 120.0 120.0 120.0 120.0 117.8 119.4 109.6 1065 1 101.3 100. 70.0 m0 m0 70.0 I >< p W • 4Ef 72 .0 21.0 .0 120.0 120,0 .9 108.8 104.3 100.6 97.5 94 70,0 70.0 70.0 70.0 0 7-, OpETI940 j p •••��i 78 0 AJX0 1210 120.0 12OL0 1125 105.9 101.0 967 Sao em 86.4 M.0 -7fix 70.0 70.0 fi .J • j eo 70.0. •Tao 70.0 Tao 70.0 Tao 7D.o 7 76.9 Tao 70A 70 0 7D. Ij a QL •.• 84 0.0 070.0 700• .0 70.0 70.0 70.0 70.0 Tao Tao Tao . .. ., •1 �. is }_ 98 D 70.0 • B6 470.M 70.0 �.0 �.0 71.0. 70.0 m0 69.0 863 822 565 675 yJ w.. I 5 NUG .4�1 ryJr W5 1 P .....W T •:• • r MULL LENGTH �I $Ga,."vt 8F NL • I r I� OPENING SIZE �i`J� . • OP CHART IS 56%• • .! ANSOM �+; Nk 58201 ••• INTERSECTED IMPACT 4a,MLgfI841759,HORIZONTAL OR VERTICAL,USING(PER END): I VERTICALW�LLIONN =*: :*= �T767 CLIP ••• • • I - • (6)A10 S%W.STNTO WOOD Or I 9�S STATE OF FW: (6)3/16"ITW TAPCONS or ELOO ULTRACONS INTO SOLID CONCRETE or WOOD -(6) 1/4'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK ---- (0 J --R------------------------------------------- �i6 IM 1LFt4■ncb4 w C f• id ilzr41•M90rt per IM1YEr•1001■p■I I MJ sf'j OPMUG SIZE On.) g57 45 57 57 63 8B 75 8l8 B1 07 9 0 107 318 114 120 126 132 130 145 3f8 49314 20.0 121.0 2D.0 120.0 120.0 120.0 12x.0 120.0 120.0 120.0 1=0 120.0 120.0 120.0 120.0 120.0 120.0 I 4127/2015 53 116 20.0 1 125.0 120.0 120.0 120.0 120.0 .0 120,0 120.0 120.0 120.0 0 120 a 120A 120.0 120.0 I T-..IOPEMNO 9RE� LUCAS A.TURNER,P.E. 57 20.0 121.0 120.0 120. 12L1.0 121.0 120.0 720.0 120.0 .0 120.0 120.0 120.0 ima, 0 120.0 .o I FLPE!58201 63120.8 120.0 120.0 120.0 721.0 1 121.0 120.0 .0 121.0 120.0 120.0 12D.0 .0 70.0 mo 7L I 1239.)ABABA AVE. 66 20.0 120.0 .0 120.0 12D.0 .0 1�.0 120.0 120.0 120.0 110.0 120.0 1167 m0 m0 0 70.0 NORTH PORT,FL 94266 72 20.0 1 0 120.0 120.0 120,0 72!6.0 121.0 0 120.0 1167 1126 70.0 .0 m0 70.0 700 - I PH.941-980-1574 70 20.0 120.0 129.0 1 12(1.0 1200. 120. 7167 111.9 .8 1 .0 .0 70.0 .0 ,:., i.- so 70.0 .0 m0 70A 70.0 m0 70.0 0 m0 m0 0MO7110010 .., �r .,..4f ..aSHEET DIESCAPUM: e4 70. .0 70.0 70.0 m0 mo 70.0 o ma mD 0DP CHARTS w 70.0 70.0 70.0 70.0 o mo 70.0 70.0 70.0 70. 700 xx I NOTES: NON-INTERSECTED 92 70.0 70.0 70.0 70.0 70.0 70.0 mo mo 87.2 , 1.THE MULL BAR IN FOCUS FOR ANY GIVEN MULLS 9870.0 1 70.0 7U.0 70.0 I 70.0 I 7D.0 1 70.0 1 WO 1 66.3 622 56.6 CONFIGURATION IS SHOWN IN BOLD. DRAWN BY. DATE: DP CHART IS FOR: I2.AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/012 NON4NTERSECTED IMPACT 4'MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): THROUGH THE USE OF MULL BAR CLIPS. AN 1767 CLIPS I INTERSECTED MULL BAR WILL ALWAYS BE CWS 837 A -(6)#12 SCREWS INTO WOOD or METAL I ATTACHED TO THE SUBSTRATE AT BOTH ENDS. -(6)1/4'ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 3 NOWINTERSECTED MULL BARS CAN BE ATTACHED SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 2 OF 10 e n sve a c uenp (4)ILO sores e a nronry em n per eat a mlgn Bw a a enchtrl9eHamrlon. OPENM SM(in. 39 1 45 51 1 57 93 0 75" 1 81 97 !0 98 1119Y8 114 120 128 732736 145 918 &MUM 37 120.0 120.0 120.0 17-0.0 120.0 120.0 120.0 120.0 120.0 120.0 119.3 106.6 103.4 98.5 9. 88-9 88.2 Sao I WNd0OW SYSTEM6 42 W4 120.0 120.0 1200 120.0720.0 120.0 .0 120.0 114.3 107.4 1 . 91.8 84.6 80.8 77.3 4, 70.5 1900 SW 44TH AVE. = 48 314 120.0 120.0 120.0 1240 120,01 .0 1128 105.8 99.1 32. 88.0 78.8 77.2 8 70.4 67.4 84.8 81.4 I OCJILA,FLORIDA 34474 59116 120.0 120.0 1 0 1240 120.0 111.1 1027 3 90.9 86.0 W.9 B 717.4 .1 64.2 81.5 58.0 JX2I WWW.CWS.CC 57 120.0 120.0 120.0 120.4 199.2 102.8 96.0 1 78.7 74.3 67.5 85.3 823 68.6 57.0 64.7 -r 63 120.0 120.0 118.6 106.1 99.3 91.8 810 79.7 4.8 70.5 8&8 20.4 ,6 56.0 66.5 51.2 80 120,0 120.0 108 98.9 90.8 04.2 780 73.2 66.7 64.8 1 61.3 66.6 53.9 51.5 _ I �se�� 72 120.0 1121 101.4 925 85.1 78.8 79.1 B6. 64.5 90.8 67.6 522 .7 -.s 75 Wa 11 106.2 95.9 87.7 80.7 7. 66.4 85.2 61.3 57.8 .7 49A I MULL BAR DP CHART IS FOR: IMPACT INTERSECT CLIPSD IMPACT 4'MULLION 1759,HORIZONTAL OR VERTICAL USING(PER END): ► (4)010 SCREWS IMO WOOD Or METAL ► TwfmlPI.E -(4)3/16'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD �RncALuuuoN a -(4) 114•ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 1 o -------------------------------------------------- -- ow"seve fw,Rx mrswm raw rvr,4-hLmm W17a wjM 17W aBa 1810 ek( ur•re or rtearry anom par ase See nae hebw o an eeonerEn. I H -- -- A y OPa1MG In. ► O 0] 0 0 45 57 83 69 7S= 61 87 93 99 110 318 114 13D 126 132 138 1 315 to 0• K72 120.0 120.0 180.0 1 0 120.0 120.0 120.0 120.0 1240 IW.0 120.0 120.0 120.0 120.0 120.0 120.0 121. 120.0 e7 / 0 .0 120,0 1210 120.0 120.0 120.5- 120.0 120.0 120.0 1240 20.0 120.0 1240 1240 115.1 110.3 105.0 •• ,- ,0 20.0 120. 120.0 12D.0 120.0 120.0 7 120.0 120.0 120.0 118. 114.9 -To-9T. - 104.7 100.3 98.1 ( $ W • 1 0.0 120.0 1 0 1 .0 120.0 .D 120.0 720.0 12,00 120. 119.5 708. 104.9 100.0 95.5 87.8 838 !t CL 12970 120.0 0 1 120,0 120.0 120.0 12D 0 1 7.1 110.7 100.2 97.2 7 88.6 84.8 81.1 77.8 ( E5 • I •• 120.0 120imo mo i2D.o Wo ,0 100 •29.0 120.0 120.0 11&1 109.0 7023 98.5 912 B27 80.3 78.8 7&2 •,_ �OPEN94G SIZE ----) ccr •• 0 .0 0 120.0 120.0 177.3 8 1iV 2 96,A W.5 86. 77.7 75. s - P •• 753/6 120.0 120.0 .0 120.0 11 109.9 97.0 912 88.0 73.8 - i HORIZONTAL MULLION p • DP CHART 13FORt • •••••• C •••DINVRSECTEII IMP)W 4'MULL14M 4769,HORIZONTAL OR VERTICAL,USING(PER END): • 6767 CLIPS • I tu ,t+{p{sleee ••• • -(6)010 SCREWS INTO WOaD TAL I m • (6)311 6'RW IFAPCONS ori TRACONS INTO SOLID CONCRETE or WOOD ► g ISINGLEI �` i'y�673 NBFy.Q�ti1y • (6) 1/4•F�LQVL•IAACONS INTO HOLLOW orGROUT-FlLLED JOCK = TWIN ,J. •ion • ---------A-�-•---------------- ----_.---1Soo ► OR � 2�� Ne 58201 %10%------- W m sl s h, clpe ustq sk(67 e12 swe.em racroro per esoh moor nor than srrvthrarrchorepe ► UNITS ,'9: # . JTRIPLEJ •Vollit in a) I BELOW 1131 8TATE OF i&V 3051 57 63 W 3/B 51 87 93 99 110 918 4 120 125 132 138 145 318 I ► +y •R F 37 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 7 .0 120.0 120.0 720.0 1 .0 120.0 120.0 i2D.0 .0 1240 '7ri,��•�aRVD.•a'�� 42914 120. 1za0 120.0 120.0 120.0 t 1240 ,20.0 120.0 720.0 120.0 120.0 120.0 120.0 12,00 120. 121.0 120.0 I MULLLENGTH-.� 43/810fYA��{+�a _ 483/4 121.0 120.0 1 120.0 120.0 120.0 120-01 . 1 .0 0 120.0 1240 125.0 20,0 120.0 120.0 115.1 lows I 4pM91aseNp4 53118 121.0 120.6--72U.0 1240 120.0 12!1.0 1 12).0 121.0 121.0 720.0 /2D.0 120.0 119.7 11 109.5 106.1 100.1 y 57 12).0 120.0 120.0 120.0 120.0 120.0 121.0 120.0 .0 120.0 121.0 120.0 1 4 111.0 10&0 101.8 87.4 92.8 ► z 83 120.0 720.0 120.0 120.0 1211.0 IRT_ 120.0 120.0 121.0 INC 16.8 107.8 104.5 99.7 95.9 91,2 I 4/27/2015 ,Jj 98 120.0 120.0 120.0 .0 120.0 120.0 120.0 120. t o 1, 5 108.2 wo ml 7 7=� 127.0 12010 120.0 120.0 1 120.0 1 120.0 1 .o tib a 10&9 1�5 o 553 77 • s "_4� LUCAS A.TURNER,P.E. 75 3!8 120.0 120.0 120.0 120. 120.0 120.0 121.0 118.2 709.2 103.0 97.4 R6 - -.:;3 a I FL PE S 58201 I 1239 JABARA AVE. DP CHART IS FOR: NORTH PORT,FL 34288 INTERSECTED IMPACT 4•MU WON 1759,HORIZONTAL OR VERTICAL,USING(PER END): PH.B41-380-1574 1767 CLIPS -(6)1112 SCREWS INTO WOOD or METAL I o -(6)1/4'ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I NOTES: INTERDIP CHARTS SECTED MULLS 11.THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN W BOLD. by TE: 12.AN INTERSECTED MULL BAR HAS OTHER MULL ADE 0927/012 I BAR(S)ATTACHED TO IT(SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CUPS.AN4: REv.: I INTERSECTED MULL BAR WILL ALWAYS BE CWS-B37 A I ATTACHED TO THE SUBSTRATE AT BOTH ENDS. I3.ISN-INTERSECTED MULL BARS CAN BE ATTACHED SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 3 OF 10 ITEM PART* DESCRIPTION 1 H-1756 MULL,1 3/8'x 4',FLAT,PVC FRAME TYPE OPENING "T NIULLI3ARCUP ^L"MtCVP 2 1895 DRIP ADAPTER {F7 11787-X767-X XX) NEW NOTRECOMMENDED F-1767-OM 3 --971_896 FLANGE ADAPTER FLAN(8E4D WNOW swro 1S 4 S-8018 MUJ.COVER RETRO F-1522-014 F-1767.007(L&R)or 1910 SW 44TH AVE. 5 F•1522.014 RETRO FIT MIA.L A F-17674)02 OCALA,FLORIDA 34474 6 F-1522-027 RETRO FIT MLLL ANCHOR CLIP FIN NEW F-1522-027 F-1767-006(L&R) WWW.CWS.CC 7 F-1767-002 L-ANGLE 4•MU L CLP,STANDARD RETRO F-1522.027 F-1767-005(L&R) 8 F-1767-006L L-ANGLE 4-MULL CUP,FN,LEFT NEW NOT RECOMMENDED F-1787-M 4a PVC 9 F•1767005R L-ANGLE 4'MULL CLP,FN RIGHT BoX RETRO F•1522-014 F-1767.007(L3R)or MULL BAR 10 F-1767-007L L-ANGLE 4'MULL CUP,RETRO FLANGE,LEFT F-1767-M 11 F-1767-007R - LE 4'MULL CLP,RETRO FLANGE,RIGHT IMPACT 12 *10 x 1 1/2",PANHEAD PHA.PS ZINIC 13 *10 FLAT WASHER 14CAULK t5 *10 MT12 HEX—WASHER HEAD TEK 9(83EW•(see nate belowo 18 •1896 4'HORIZ MULLION(UIP,PVC g 17 5132 MULLOAR CA 17115.(TYP.) Y 18 19 mz *10 HEX WASHER AD TEK SCREW ) ~� f�(TYP.) w0 TEK SCREW to • WOOD RL•YV MM(*10 OR 0171,S�FIED IN WINDOW UNIT APPROVAL DOCUMENT O •• _. • • • e �t2"1 r_ fn Mille" •• ••• • • T H 15/1611 19119,(TYP.) tr Z • • 1�. • 2 • • •lei ( a a • 1115• •••••• 1�. CC77 o •• ••• � 41/8" • ...... TOP VIEW 43W p •• :••DRIP ADAP*ER S-18MS •••••• 3 7/6' _"1T*1U(TYP.) O ••••• •• • •••• 3172" <O • ire tit!"- • • • a 2 ••• • •• •••• • 3 • tie" •:•••t V18' Ire• IL1.C:THRU(7YP.) .. 09 p$�W TG4 1 XINA • FLANOEAD f-1888 ?-5 N. Sam Lmss ••• •• •••• • •••• 4-HORIZMULONCUP&1896 • • • • 4lie 3•p: •••• 1 11116.(TYP.) 11 7/W') 9• STATE OF t4u re 113!16• 3/16' I • a =O: 4/� —� - 23116' 37/9' __._........... i �yy ss�o Rl'Dr��,•r t Q ,y�nNo4 W 7118" 1318• Ire• 116' it 1!18' I 1 13!18"{TYP.) Z� PVC MULL COVER-6018 4�4 7AT� 4/2712015 4•MULLBAR H-1759 I LUCAS A.TURNER,P.E. RETRO CLIP(4�F-1522-027 L�(2e(' FL PE TURNER, #58201 o— 7/1P.) 1239 JABARA AVE. 4:1 L�RTH PORT, 34288 15 itP.1 PH.D41-380-1574T,FL34 _ � 81EET DEBC 1 TOR REMOVE FE IN RE,BEND AND BREAK S BOM AND EXTRUSIONS zine" A / L DM TE: � 1AY ADE 09!27!012 DwoT. REY.: TYP.FIN FRAME DETAILA d7/8'�41 CWS-837 A RETRO CUP(4")F1522fi14 SHEET NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-TB UNLESS OTHERWISE NOTED. 12 4 OF 10 FRAME TYPE OPENING "T"MULLBAR CUP "L"MULLBAR CUP 1522-XXX 1787-XXXI "mawi� NEW NOT RECOMMENDED F-1767-= FLANGEm0s RETRO F-1522-014 F 1 177667= tx SW 44TFi E. ,FLORIDA FN NEW F-152202'7 F-1767.005(L&R) WWW.CWS.CC RETRO F-1522-m7 F-1767.006(L&R) i 1t NEW NOT RECOMMENDED F-1767-002 4"PVC BOX RETRO F-1522-014 F-1767-007(L&R)tv MULL BAR F-1767002 IMPACT n �3 Ilia(TYP) 1/4.m?) O 0 Y • •• -f 3718" W 0 0 •• ••ice" ••• •• i • •• i234') 15w Z • • •• • •••� • 4 3/8" Q •• ••• —� • � �2' • • • ilY r t8 Z • 2•d/4"— •••••i OUTSIDE2314" •• •••1"ANGLE!"MULL BLIP,RETF"MtIVQ F-1 767.007E R'ANGLE 4"MULL CUP,RETRO FLG(RIGHT)F-1767-w7R • - • •• • • • • ` O ••• •• •• •••• Z •••••• atN� •N44 • • •• • •• :-J.go N• 58201 S� T/� ••• 7/8' 7 y ^8' " 5,,9� 7nWoSTATE OFk1 h 8(TY7J8" � 6 718' „ 67re" r �'s ."•��`` 3 7/16' P) �� O 7116'(TVP.) 1!4"(TYP.} 4/27/2015 1516' (2914"1 1 S/8' I O LUCAS A.TURNER,P.E. FL PE#56201 4 1It" I 1*ta(TYP.) 1239 JABARA AVE. 3718 I NORTH PORT,FL 34286 PH.941-380-1574 1 (2 7/81 18116' SHEET I EXTRUSIONS 2 3/4' 2 911 �ygT,( 5" OUTSIDE OUTSIDE t w Y, a w DATE 27/16"(M 27na 1/2-(2x) ADE 09!27/012 "L"ANGLE 4"MULL CLIP,FN(LEFT)F-1767-0DSL "L"ANGLE d"MULL CLIP,FN(RIGHT)F-1767-MBR (WOOD CONSTRUCTION ONLY) (WOOD CONSTRUCTION ONLY) "V ANGLE 4"MULL CLIP,STANDARb-F-1787-002 cws-g37 a 20=0wmmrEmw I 1 , 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 1 � 4"PVC o MULL BAR APPLY SEALANT ALONG FULL IMPACT FIN MUST BE REMOVED LENGTH OF WINDOW FRAME WHERE WINDOWS GROOVE PRIOR TO ATTACHING CONNECT TO MULL COVER u7 4 Y •' W • BEHIND RLIRItEPRIOR ,�`DETAIL B SEAL BHi1N0 FLAN PRIOR- zz • TO:4W WINDOW • "'itf- ) 3 (SEE DETAILS) O TO ATTACHING WINDOW •• ••• ••IzONTpi MULL R SEC N $ > • 8 FLANGE is W HORIZONTAL WINDOW MULL BAR SECTION a x W •• s FIN FRAME VERTICAUHORIZONTAL MULL BAR SECTION a ¢ •• ••• U BOX FRAME W INDOW o •• ••• • •• • ••• APPLY SEALANT ALONG FULL Z • • LENGTH OF MULLBAA GROOVE ollOnfl+reb • • •••• PRIOR TO ATTACHING DRIP ADAPTOR ♦��,pµDRE4y T►ybb •.•••• •••••• •• � 9.�`CBN,9�G,tq_'3`•L • • •• O .orf No 58201 • SEALBEHINDA~ SEAL BEHIND FLANGE 1 2 39L STAWINDOW TE OE FWD: PRIOR TOA-r� I PRIOR TO ATTACHING Nh O R�Oma.•'; (SEE DETAIL A) Z (SEE DETAIL A) 2 I� r--- ,y�sis70NA4 �r DETAIL A h+n+mn►` 1 FN MUST BE REMOVED 1 4/27/2015 WHERE WNDOWS APPLY SEALANT ALONG FULL LUCAS AL TURNER,P.E. CONNECT TO MULL U343TH OF MULLSAR GROOVE FL PE$58201 PRIOR TO ATTACHING RANGE 1239 JABARA AVE. ADAPTOR NORTH PORT,FL 34288 J (Dif PH.941-38(1-1574 L G 3 SECTION VIEWS �1VERTICAL MULL BAR SECTIO�+I S VERTICAL MULL BA SECTION MULLS e FLANGE FRAME WINDOW B FIN FRAME W o o� i WN er: 3 DETAIL B ADE 09/27/012 CWS-&17 A i BCALE:1.2 SHEET ___ 6 OF 10 A 71 Il I � : CD 1900 SW 44TH AVE. CD CD OCALA,FLORIDA 3"74 CD Www,cWS.CC C) CD 4"PVC MULL BAR IMPACT v I r It *0 A 0 • SECTION VIEW A-A 0 • TOP VIEW FIN FRAME vz 0 • LU 000000 cc 0. Q 00 CIA SEE NOTES I A 2 SEE NOTES 4 a 2 (2 EAJCUP) (2 EAJCUP) 0 0 2 —S"MULLOAR(H-17M 00 N- (SEE SEPARATE APPROVAL FOR jis Z ME NOTES APPROPRIATE DP CHARTS) 3"HORY-MULLION CLIP 11/1$MAX EDGE DIST. MAX EDGE DIST. (SEE NOTE 1) STATE OF 'Eff -T 0-6 lltl ED( DIST. .0 tt 3-MUL A(H-1758) 1 SEE NOTE I FOR Q1.110 SEE NOTES 1 A 2 TEE RATE APPROVAL FOR I PP= (I EAJCUP) P CHARTS) 18orig SEENOTE4 SEE NOTE i lz;7- -'\4 rC HORLZ.TO 3-VERT.MULLELAR SECTION 4 MULLBAR SECTION 412712015 P-LANUI=I-KWt:WWAXW /C 'HORZTo4-vEwr. LUCAS A.TURNER,P.E. PLMM FRAME VMDOW rC"\5'HORIZ TO V VERT. SECnON FL PE 9 5=1 I/FLANUF FRAMt:W 12M JABARA AVE. NORTH PORT,FL 34288 NOTES, 1-71574 SHEET PT PT 1.SLIDE CUP KM LOCATION AND SECURE WITH ITEM 18,AS SHOWN ABOVE. SECTION VIEWS I PRE-DRILLED HOLES(THRU"CUPS 51170R 6118),SYTHE INSTALLER. MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE DRAWN ffy: OF 9132'AND A MINIMUM CENTER TO CENTER SPACING OF i/r. ADE 09/27)012 3.THE ABOVE SECTIONS APPLY TO ALL MUU-W-TD-MUU.SAR CONNECTIONS, bWTB-- Fr-V.; 'o ""' VERTICAL). ' THE FULL CWS-837 A REGAR '0 A7PT EATER HORIZONTAL -'lE"NTORSTE MU LX THE -O-GR 4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCA[ff-- SHEET CUP. PRF-DRILL PILOT HOLE THRU ALL MATERIAL 1:2 7 OF 10 NOTES: --ANY GIVEN �U[f 1.THE MULL BAR N FOCUS FOR CONFIGURATION IS SHOWN IN BOLD. TWIN TRIPLE TRANSOM OVER TW IN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULLNDdW STS VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLON BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. THROUGH THE USE OF MULL BAR CLIPS.AN OCALA,FLORIDA34474 INTERSECTED MULL BAR WILL ALWAYS Be WWW.CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. F- �— 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED w _ = TO THE SUBSTRATE AND OTHER MULL.BARS. 4"PVC MULL BAR f _ IMPACT 1 J J L L f OPENING SIZE OPENING SIZE OPEWNGSIZE I • •• � �! OPENINGSIZE � Q • • • • TWIWTRIPLE HORIZONTAL MULLION ul •• •000 IZOR¢ A MULLI• • NTATHIPLE TWNALMLE VERTICAL MULLION • • • HORIZONTAL MULLION HCfl¢ONTAL MULLKN ••• • + TA •• •s• • • •• T •�••• • • •• ••� 15 OPENING --- -- � SIZEi ISINGLE1 •• ••• •• 1 1107 J I ToIN rrn • • $ • •• • •• __ __ 0 TRIPLE) --Al •• ••• I UNITS 0 • • �_ • •••••o L jrIBELOW� ¢ O •: ••• i Y IjNGTH ---,,,�••• �_MULL LENGTH �I MULL LENGTH --�• �I 1 I I „'H1n4q, Z • •• • •• OPENINGSIZE �1 ice-- MULL LENGTH--i a�N ORE •••• fir: No 58101 .71� I) STATE OF r4uZ NOTES: 3i � '•xl p:Z�r 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED N THE WINDOW UNIT APPROVAL Alo �� DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SIZE(110 OR 112)AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MLILLAR. d� S 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. 4/27/2015 LUCAS A.TURNER,P.E. 3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS N CONTACT WITH PRESSURE TREATED Fl-PE 198201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESSTHAN THE NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. PH.941 -1574 5 ANCHOR EMBEDMENT 70 SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMUOPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED.INTO SUBSTRATE-1X BUCKS Cal:CONFIGURATIONS AND ARE OPTIONAL ANCHORAGE NOTES 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN N THE CUP LAYOUTS ON SHEETS 4.6. WN 7.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. ADE 09/27/012 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG r 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW ING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS 837 A FMAIAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLAMKE WINDOWS), FMAI OMA 250(BOX WINDOWS),FMAlAAMAAVOMA 300(EXTERIOR DOORS) LE: SHEET — 1:1 8 OF 1D INSTALL ANCHORS THRU ANY THREE OF THE FIVE HOLES SHOWN ON EACH SIOE OF MULL BAR. // j�� um WIN dW SYm 1800 SW 44TH AVE. CICALA,FLORIDA 34474 • CY��I } ... � wWW.CWS.CC . c U y o 4"PVC MULL BAR TOP VIEW IMPACT MULL CLIP 1767.002 ANCHOR REQUIREMENT n RETRO FIT • .00. MULL BAR CLIP • • ••• • • "-"""- 'C ANGLE MULL BAR CLIP ' ••�••• • • TWO REQD PER EACH ENO OF MULL Y II • • • • • w m co •••••• • • -.. • -� • •• i•• MLAL BAR • - I• h MULL BAR �� y •• ••• • ..;•• SM.�_ ;I •••••• INSTALLATXJIJ ANCHOR 1__: I( _. INSTALLATION ANCHOR • ••• • • • •• y SEE TABLE 1 i SEE TABLE 1 Ir 9` _a •• •VALANT ALONE• - ;� ._F.:'�, `i J ADD 87RlX:Tllt1{L QEMENT9 R ADD STRUCTURAL ELEMENTS ��L77 OUTSIDE EXPOSED• • AS REQS TO MAKE LEVEL FOR SEALANT ALONG _ AS RRE�TO MAKE LEVEL FOR W • iEDSE BY INSTALLER•• •�-•— MULL BAR OUTSIDE EXPOSINSTAED - - - MU O ••••t•t1 1fETE11 R SEALANT • • • BYP49TALLER • ••••I DE AND OUL •• • • MIN.EMBEDMENT PERMETFJI SEALANT MIN.EMBEDMENT G �' SEE TABLE 1 BY INSTALLER SEE TABLE 1 lllssplllglgh • • • • • INSIDE AND OUT • wt SUBSTRATE BY gTH • SUBSTRATE BY OTHERS r T •"F C/��, ••••SEL•TABLE 1•i•� . • SEE TABLE 1 � .�ICE N,g••y.0_�'A�,. •••• MIN.EDGE DIST. ,�v;• ro• 58209 7 S MIN.EDGE 01ST. _..I-•_ SEE TABLE 1 SEE TABLE t ��VERTICAL SECTION E VERTI L SECTION gyp; B TYPICAL FLANGE{RETRO FIT ANCHORAGE 9 TYPICAL RANGE(RETRO FlTy ANCHORAGE r' '. STATE OR •4�1: HEAD AroD JAMB$SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMS SIMILAR FOR FLANGE INSTALLATION SOatiyc j2,�1 yilL` •�OR1d�L�y ♦� �1�hNsii»sslsri�ss� NOTES: 4/2712015 TABLE 1:APPROVED MULL CLIP INSTALLATION FASTE161S LUCAS A.TURNER,P.E. B5 1.BOX FRAME MULL INSTALLATION SIMILAR 11158201 TO FLANGE FRAME. FL PE SUMR. 1239 JABARA AVE. RETE(20 KSI MN.) 3116'RW TAPCON 1• y. 2 SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT Fl_34288 1• AFTER INSTALLATION. PH.941-360-1574 HOLLOW or GROUT-FILLED CMU(ASPM C-90)or 114'ELCO ULTRACON 1-114• 2.112• 3.RECESS RETRO MULLION CLIP SW MAX FOR CLEARANCE OF WINDOW DESCRIPTION: UP N 1787 CT0 SOLD CONCRETE(265 KSI MIN.) UNIT AS NISDED. INSTALLATION DETAILS 2XMN.SOUTHERN PINE(G0. 16'RW TAPCON ULL CLIP,SEE SHEETS 2-3 FLANGE FOUA N OR��LRTRACON 1-3v 7/8' 4 THREE(3)ANCHORS REQUIRED PER'LANCHORS REWIRED PER-r MMULLCLIP,SEE SHEETS 2-3- DRAWN TE: 2X MIN.SOUTHERN PINE(G-0.56) 110 WOOD SCREW Z718' 16 GAUGE(0.080')MIN.STEEL STUD 111016 HLTI KWK FLEXOR fTW FULL EAD THR5.SEAT MULLION TIGHT TO MULL CLIP. ADE 0927/012 (33 KSI YELD MN) TEKS SELF-DRILLING SCREW THRL10.080' 7116 w r. Rel". 11W ALUM.(8083-15 MIN.)ORp10 GRAS 5 SELFTAPPINO/ FULL THREAD 6'FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-837 A SPECIFIC INSTALLATION DETAILS. 118'STEEL(33 KSI MIN.} DRILLING SCREW THRU 0.125' SHEET -- 1,2 9 OF 10 P ww=wwmam 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc A 4"PVC MULL BAR IMPACT • •• V ANGLE MULL BAR CLIP • • • TWO RECD PER EACH END OF MULL RETRO FIT � 6 • • .0. •• • • MULL BAR CLIP • • • • • MULL BAR w •••••• •• ••• • • • • o MULL BAR co • •• s,== 1'f = INSTALLATION ANCHOR _ _ y •• ••• • • SEE TABLE 1,BHT 9 '�_ =`? l� INSTALLATION ANCHOR > •••••• • �� I SEE TABLE 1,BHT 9 `e �W • ••• • SE•AIANTONGE •• !=. — -:i __ • 091 IDE QED • - ~ ••••• �E SEALANT OY P�j6TALLER• •v.i OUTSIDE EXPOSED � • • E)AERIOIR PWISF7 • 4 EDGE BY INSTALLER lige •••••• BV OTHERS - ----- MIN.EMBEDMENT EXTERIOR FINISH • _ MIN.EMBEDMENT ••• SEE TABLE 1,SHT 9 • • PERIR.tETER SEALANT OTHERS •;S — - SEE TABLE 1,SHT 9Trl Tr C O • •••• SLER S��UT ••• Y;'v, PERIMETER SEALANT BY INSTALLER z • SLMST}141IE 91HEIS. • INSIDE AND OUT •i•' NpyNU M4 SEE TABLE 1,SHT 9 ••' ,,4�1, DREW SUBSTRATE BY OTHERSSEE TABLE 1,SHT 9 �� ... • •••• •••• • ,;.•'• ••'�GE Ng�'•y��i� ti�i`' • • MIN.EDGE DIST. _ No 58201 :10 11 0000 F YERTI L SECTION SEE TABLE Y,SHi 9 ,••\ MNL EDGE DIST. .! YO TYPICAL FIN(•L'ANGLE)ANCHORAGE L�t?VERTICAL SECTIO/ SEE TABLE 1,SHT 9 Y0 TYPICAL FIN RETRO RT ANCHORAGE HEAD AND JAMES SIMILAR FOR FIN INSTALLATION HEAD AND JAMES SIM FDR RN INSTALLATION9' i ar �: STATE OF ,lug .70'. lu*. di zz NOTES: 4/27/2015 LUCAS A.TURNER,P.E. I.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS FL PE#58201 AFTER INSTALLATKK 1239 JA ARA AVE NORTH PORT,FL 34288 2.RECESS RETRO MULLION CUP 318'MAX.FOR CLEARANCE OF WINDOW PH.941-380-1574 UNIT AS NEEDED. SHEET oESCRIPT 3.FOUR(4)ANCHORS REQUIRED PER MULL CLIP,SEE SHEETS 2-3. INSTALLATION DETAILS I THREE(3)ANCHORS REWIRED PER'L'MULL CUP,SEE SHEETS 2-3. FIN 4.SEAT MULLION TIGHT TO MULL CUP. DATE: 5;FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW ADE 09/27/012 SPECIFIC NISTAUATION DETAILS. s .: CWS-837 A acnl:E SHEET 1:2 10 OF 10 Florida Building Code Online Pagel of 2 (Florida DWMAd SCIS Home I LOQ In User R•pi MI*n Flat Tapirs Subrrdt Surcharge State a racts Uu/�s nes �'1 Product Approval Proessi nal USER:Public hear Regulation Product Anoroval Manu>produgror AooQ�tlon Searcfi>Aodkatlon Litt>Application Datall rt FL# FL16736-R1 i Application Type Revision Code Version 2014 Application Status Approved Comments Archived i] Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekossOcws.oc Authorized Signature Koss Erin ekoss®cws.oc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave, Ocala,FL 34474 (352)368-6922 Ext 291 ekossocws.oc Quality Assurance Representative lay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal 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 Gb Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R1 COI EvalRee CWS-8715 AHS 8200 74x63 IMPI Ddf 00 0 Referenced Standard and Year(o1Standir4 : : • ••,�-,,. • •• • • • • •• Year • • • • • • • MYWDMA/CSA/101/I.S.2/A440-08 2008 •• ••• •• • • ASTM E1300-04 2004 ASTM E18W05 2005 • ••• 000 ••• A!W74 E1996-09 2009 a • i i •• /IAS-.20:/202/203 1994 •• • • • • • • • • • •• % • • • • • • Equivalence of Prod"Ln;rds • • • • Certified By ••• • • • • ••• • • http://www.floridabuilding.org/pro --a 'd �l�a�sp ?parani.wGEVXQwtDqu8obl%2fZ.m6... 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 Suminary of Products FL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63',XO or OX. Limits of Use insta87 llation Instructions Approved for use in HVHZ:Yes FLi6736 RS [I CWS 18(HS-8200.74x63,IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Reaistartt,Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other: Large Missile,74"x 63",DP+/-60 psf.Outer lite In FL16736 R1 AE DuPont PVB NOA 13-0129 2/,,Dd I.G.must be safety glazed when used above 30 ft.in HVHZ. FL16736 Ri AE EvalReo CWS-8718(HS-8200.74x63, Glass complies to ASTM E1300-04. IMP).Ddf FL16736 111 AE Ouanex(Mikron)NCA 12-IQ17_ 02.odf Created by Independent Third Party;Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 111"x 63',XOX. Limits of Use Installation It ebwtions Approved for use in HVHZ:Yes FL16736 Ri II CWS-869B(HS-8200 111x63.IMP).odf Approved for use outside HVHZt Yes Verified By: Luras A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Othen, Large Missile,111"x 63",DP+/-60 psf.Outer lite FL16736 R1 AE DuPont PVB NOA 13-0129 27.Ddf In I.G.must be safety glazed when used above 30 ft.In FL16736 R1 AE DuPont SGP NOA 11-0624 02.Ddf HVHZ.Glass complies to ASTM E1300-04. FL16736 R1 AE EvaIRen CWS-8698(HS-8200 111x63 IMP).odf FL16736 Ri AE Ouanex(Mikron)NOA 12-1017 02.Ddf Created by Independent Third Party: Yes 0 Centart Lis::1940 North Worm Street.Taaahwoee Ft 32VA Phone:1150-487-1820 The State of Florida is an AAM150 employer,Lanvrtoht 2007-2013 ane of Florida.:: :: :: under Florida law,small addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send eledronic mail to this entity.Instead,contact the office by phone or by traditional mar.If you have any questions,please contact 850.467,1395.*Pursuant to section 455.275(1),Florida Statures,effective,October 1,2012,licensees licensed under Chapter 455,F.S_must provide the Department with an anus address If they have am The smalls provided may be used for official communiceft with the licensee.However email addresses are public record,rf you do not wish to supply a personal address,please provide the Department with an email address which can be made avaliable to the public.To determine H you are a licensee under Chapter 455,F.S.,phase click hM, IF uet Appicn, Aeuptr. NE ®� accunt'ilea.itl�.1 WOM •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • •• • • • • • • • • • •• •• • • • • • • ••• • • • • ••• • • http:!/www.floridabuilding.org/pr7 r�/appydt�lop;?p4tim;wGEVXQwtDqu8obi%2flZm6... 6/24/2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.429779 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 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 5's 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-210-3887-1,4A,-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. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.W 11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`s 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. Ety JAP, 00 •• : : �-4 r• No 58201 -.'P •• ••• •• • •r• CO i ~ �Qa • ••. ... ... � :�«BTATtr pF .,&U 4/18/2015 4/18/2015 :. :. : . ' :,�M ;0 R 'D Lucas Lucas A. Turner,P.E. "' ' 'f•Ij*+QNA ;:+`` FL PE#58201 Lucas A. Tumer ••• ••• ' 2015-04-18 22:21-04:00 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . GENERAL NOTES, Q _(aw ORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED Ilfl� TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE WVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1998 PER THE FBC. WWW.CWS,CC 75114'MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 3.CONFIGURATIONS:"OX",'XO'. am PVC 7a•MAX.UNIT WIDTH HORZ SLIDER 33"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT A -NEGATIVE SIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-130004. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04. •y • 1 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED • • 84 T(p• • 1 ••• I I ANCHOR • ••: MAX • 1000 • IN WNDLOAD DURATION ACT R 0061.6 WWAAS USE FOR WOOD WW F • • B a m • B ANCHOR CALCULATIONS. U • •HE 8.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Pi 1 REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT o y •• ••• • 1 • •• S e 1 •• • 1 I UNLATCHED l7ihilNG NORMAL OPERATION OF THIS PRODUCT,BUT ••• • •••• I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WNDS AND w Q Q •• • tl1VI III FLYING DEBRIS. a •b••• ••HEIGHT ••• 1 1 59 9718' • • • • 1 MAX 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT • • • •• 000 SASH USED AT FRIED MEETING RAIL AND HEADISILL •• ••• 1 1 HEIGHT • • • 0000 8.SERIES/MODEL DESIGNATION HS-8200. :3 O • •••••• • 0• 58 13/16" •••• 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: � G z • .0 • •GLA3B 1 B • • w• DLO •• I X.OPERABLE SASH,O.FIXED SASH ,gp►REI • • • 000000 •• • • 5 10,SECTIONCALLOUTS APPLY 70 ALL ELEVATIONS IN A SIMILAR �`�.�GE N�j'•Gll ..Mpp��'y • • LOCATION. ter`G i E•• T�� •• • I D 582011t 1 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. CCC1 " - V 4-- 9 tL STATE OP ?1t1t- C J g A -- Lucas A. �SyR`s�t o pr0•' 33'GLASS DLO Tumor �'•h 011 E�.��`� 38 5✓18"MAX.SASH WIDTH 2015-04-11 y„j 15:18-04:00 411 WD15 LUCAS A.TURNER,P.E. FL PE B 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET , GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS onnwH ev: GENERAL NOTES&ELEVA-noNS...........I ADE 10/10/13 SECTION VIEWS&GLAZING DETA"-2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING CO3 V. ANCHOR(SCHEI a'"NOTES::::::::.......4 74"x 63" +/-60 PSF LARGE MISSILE IMPACT ' CWS-871 e INSTALLATION DETAILS...........................5 SHEET 1:15 1 OF 5 INTERIOR 7 2 w1mcowswim 1900 SW 44TH AVE. OCALA,FLORIDA 34474 1 1 i 7 1 8 WWW.CWS,CC 4200 PVC HOFM SLIDER IMPACT i 1A f • • ••• • • •• 41 3 1 Lu • • • • m SECTION B-8 •• ••• ••••••• g • • 1 to Z • • •••• SILL NOTE: UTE HEAD ` o N • AND SILL IS SIMILAR, o •• •• • • Qlu a • IrrI • o o � O •• ••• n 0 ••4 m Q Z • •• • • HEAD IMPACT HOOK(TYP.) 1��tpRRE �r444�� •••••• •••• • �• MIDSPAN OF SASH `�` Dw Tag (ITEMS 35 a 38) ��y SCE IV�•eG • • 7!9"OVERALL :J; �' F'•� 00" ••• Ne su07 V8"ANNEALED or TEMPERED *; •_*3 INTERIOR 7/18'AIRSPACE S9Z STATE OF j41� 0018"LAMI A' ?4/�� 118'ANNEALED �jjlc�•.�O ASD�, SWEEP LOCK(TYP.) ti�i$yONJ1I- f ONLY ENGAGED .090 DUPONTPVB INTERLAYER PRIOR RUYER ......... i of m TO HURRICANE FORCE WANDS �� 1 4 X LOCATED AT"DPOWTS 1A1'ANNEALED(ITE 1 I PURFECT GLAZE"W 4/11/2096 SIKAFLEX 582 LUCAS A TURNER,P.E. �— FL PE#582D1 4 1239 JABARA AVE. I'D 5 NORTH PORT,FL 34288 PH.941-380-1574 1T DESC 112'GLASS BITE SECTION VIEWS AND GLAZING DETAIL 4 SECTION A-A HEAD IMPACT HOOK AND DATE— JAMS SWEEP LOCK LOCATIONS ADE 10/10/13 1:20 0 SECTION C� ALTERNATE FIN FRAME Q17PE A CWS 871 B SHEET 1:2 2OF5 PARTS LST 31/6- OORNER CONSTRUCTION M3111 PART a DE,9Ci9Pntxt VENDOR MATERIAL 3116' 1 H-1497 lReInf.Sash Meet.Rall Keymark Alum 1 t2 ��Np �OW� 2 FF1699 Rekr.S.B.RJS.S.R, Keymark Alum 6 5 3 WIND 44TH AVE. 3 H-1836 Meet.Rail,Fxd. Kaymalk Alum 190D SW OCALA44TH AE. 4 4474 H-8052 Sash TopBot.Rail Mkron PVC 1/16' 21/6 1116• WWW.CWS.CC 211/16" 39'76' 5 H-6048 Main Fr.,SH,Yd Fin.,PVC Mkron PVC 1116• 6 H-6050 Sash Mast.Rall,PVC Mlkrorl PVC CORNER WELD pp..��ryy�� (ALLSIDES) am PVC 7 H-6051 Sash Skis Rail,PVC Mikron PVC �1• 1:8 ��SUR 8 H-6049 Main Fr.,SH,w/Fip.,PVC M1kron PVC PVC FRAME FLANGE-6" FIXED RAIL-1636 IMPACT 9 P� Screen Pull Tab Stxnmh PVC FRAME Fw4046 10 P-3033 Screen spring,SS I Mrley f 1Wi9' t 3116'- 1 11 P-3113 Screw Support,PVC Team Plastic RubberN. 1 12 P3218 Frame Allmetal RDIIForm4 13 P-3216 rears Spina,.155 as Bk. Dapa 1 1 tY8' 1 5ww P� reen Frame Kaye Allmetal Nyial 1116•V16' 1/16' E ED TOGETHER RAIL < m 0 156 P3342 eala,S Schnee Sllkxma SCREWOD7 WITH •• 0 i6a $P-41@ .Blk.,85 Out.,118'X x 2'LU. Frx*Lom Rutty" PVC SASH MTG.RAIL4W PVC SASH SIDE RAI--6061 PVC SARI TOPIBTM RAIL-0M PVC FIXED RAIL COVER-6068 1:6 E0 • 17 ip,0.270 x/Wbtcb O nSeal, Ultafab LL • 16 x 4'SWere 74 2 alW Fast" Steel 0 0 19 112'Truss P nC Postanal Steai o 413/18 `� 314..'fr"1 Iii �Qw{ z W ••;23 ir Pkg,1/2'Hole M&M Nylon �-T 1 a a r_ • O 1' 10/16" 1/16• wo 18 n • 1lo -ock,Irnpsel,sRtl`• kllarlock SASH MTG.RAIL-1497 SASH REINF.-1698 0 0 P4778 ,Tandem 0 0 0 M&M Nylon • P�051 ae x 1 114 Ph FH RW Faeterarl Steet t5118• 7119 1 1k^ m azP-406# eepes,Impact,PVC Interlock 3r4' • 25 PJ479• Cow%W • • M&M Nylon 7 1119 Sne- r ,,LoIL ��,y'� • 0*g 0 P-4636 #9wQ 1/2 Ph Tns#SMS • PLAN VEW-1999 �� ~ A�- Seel HEAD IMPACT HOOK-1999 f/18' 1/18 r. EMg�.,A_$TL 27 P 6c86tb Lock Sullivan 21v S.9.RJ8.S.R.-1498 ROLLER TRACK-1776 = t 1 No SS201 .� 28 P 4952 Keeper,Rotary Lack Sullivan enc O 3119' 29 84959 JWBIP..0.420 x.187 back F7nSeal,Gn LAindab O 714' I+7/6•l ."9: a� Z STATE OF W 30 P-4633 Bare)Fastener FasterW Steel tt .jd tt= 31 S-1112 Reinkrcement,Head Kaymark Ahm �- R- I 7>B' glia ' v y' ti4�0 R»p�� 32 S-1T76 RB1nrTrack./S.S.R Keymark Alun J � `' PVC 'LA2EBEAD-6064 L 1ry6' 34 S-1776 Rolla Track Keymark Alum L 1/16" GLAZE SEAR-1112 knnrw 35 S•1999 Frame Hook,H�1,knpaw Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-200D 112" t 1/B.�{ y6• 15/16" 4/11/2015 36 S-2000 Panel Catch,Hard,Impact Keymark Alum 37 S-6005 Ard[LIN Micron PVC 3'16' LUCAS A.TURNER,P.E. 38 5-6013 Srm.Adapt.,w/Nib,PVC M1kron PVC 3--'� 1 1/2 —1/76• ins, FLPE958201 39 ca- 11 PVC SCREEN CATCH-6013 PVC ANTHJFr-6006 1239 JA13ARA AVE. 58014 SCm,Adept.,PVG Micron PVC SCREW SUPPORT-3113 NORTH PORT,FL 34288 40 S-6083 Fixed Rail Cover Mkron PVC PH.941-98D-1574 41 S4064 JGWWg Bead Mkron PVC 9118' 1 ifir �R 42 GLASS ISEE SHEET2 CARDINAL GLASS BOMANDANO EXTRUSIONS 43 PtrW Glaze'H•,SkaFlsx 552 Henkel/S6ra Silicone 11161, PVC SCREEN SUPPORT-6014 E. ADE 10/10113 UNE ITEMS NOT USED] NOTE:ALL EXTRUSIONS CWS-871 B ARE ALUMINUM 6063 Te Ut�F�6 OTHERWISE NOTED. SHEET 12 30F5 12112^MAX,O.C.(TYP.) � T(TYP.) 1900 SW 44TH AVE. 5'MAX(TYP') I}.— —SEE NOTE 2 4"MAX.(TYP.) F'MAX O.G M.) OCALA,FLORIDA 94474 6'MAX(TYRI 1 )"mow(TYP.) 4-MAX(TYP.) SEE NOTE2 WWW.CWS.00 9JSTAUATK)N 8mPvC ' ANCHOR ) I INSTALLATION HOFtZ SLIDER 8" I ANCHOR(TYP.) IMPACT MAX o.c. in v X I O X .• ••• • Z • ••• I o • I I o to •• •• ••• ••••••• • • •�••• • • • — I jr O0 cc Z W • W • -- -- -- -- - - a • • • • • � W U • • • •• ••••0000 o W •• ••• ANCHOR LAYOUT-(FLANGEI ANCHOR LAYOUT-(FIN) 60 • o • • �C %y •s•• S�� 58201 :�� NOTES: 71 t STATE OF ?kid 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 14 �ti�': 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 111W B PRESENT, LOAD BEARING SHIMS SHALL BE 4hn��ntn'I'� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 4/1115 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE A 58201 1239 JABARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION IINSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 5. PH,941-380-1574 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. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:W FOR MASONRY,1'FOR WOOD AND METAL ORA DATE ADE 10/10113 S.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 #; SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIIEMENTS AS SHOWN IN TABLET,SHEET 5. 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 REFERENCE DOCUMENTS: FMAtAAMA IOO(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FM)VWDMA259(BOX WINDOWS),FMA/AAMANYDMA 300(EXTERIOR DOORS) 120 ET 4 SWEET 5 TYPICAL HEADAWHORAGE MIN.EMBEDMENT SEE TABLE 1 SUBSTRATE 1/4'MAX SHIM BY OTHERS SUBSTRATE j 20CWMTEmis MIN.EDGE DIST. SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERFS 1u•MAX,&AIM SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE 1 -� W W W.CWS.CC MIN-EMBEDMENT MN.EDGE DIST. PERIMETER SEALANT SEP TABLE 1 SEE TABLE 1 IN INSTALLER INSTALLATION ANCHOR ��PVC INSIDE AND BEHIND SEE TABLE 1 HORZ SLIDER SEALANT BEHIND MN EMBEDMENT IMPACT FLANGE BY INSTALLER 114"MAX SHIM SEE TABLE 1 of fav • •• PERIMETER SEALANT IETEI BYRNSTALU NETER SEALANT a O • • • zf • • ••• • • •• BY INSTALLER It�ll AND OUT •• ••• • • • INSIDE AND OUT INSTALLATION ANCHOR Y W • INSTALLATION ANCHOR' • • SEALANT BEHIND SEE TABLE 1 SEE TABLE 1 •••••• FLANGE BY INSTALLERw Q m •• ••• • • • • SEALANT BEHIND • • • FIN BY INSTALLER N ' • HORIZONTAL SECTION • •••••• C HORIZONTAL SECTION • 6 TYPICAIJAAB ANCHORAGE 6 TYPICAL FN ANCHORAGE W •• ••• • •• • HEAD AND SILL SIMILAR FOR FIN INSTALLATION R w 2> •••••• • LLI • ••• • • • • 'rO aCc • ••• •• • •• V4"MAX SHIM , • SEWNT BEHIND o •••iL�INGE BY INSTALLER •••604AMETER S.VW• • • m Q Z BY INSTALLERMIN.EMBEDMENT • INSIDE AND OUT • •• •• SEE TABLE 1 mnu • •••• •••• �dUREfy �4we i 'r7rr.v�C E AL g��'.p��tiy6 SEE UBBTRAT 1BY1?rAl?�iS 2,,= N• 58201 �� Tj TABLEMIN.EDGE DIST. SEE TABLE 1 A VEFMCALSECTION 9Qy STATE OF sou S S TYPICALSILL ANCHOR +y O* \2� �31L`BOOR�,�p♦. Aifffffn zz TABLE 1:APPROVED INBTALLATON FASTENERS 4/11/2015 FRAME A W OR TE LUCAS A.TURNER.P.E. IFEANOE CONCRETE(20 KSI MN) 3116`RW TAPCON1-112 i-1 PERIMETER SEALANT 123FIL PIE*58201 9 JABARA AVE- 7 IN INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(265 K81 MIN.) 3/11V ElCO ULTRACON 1• 1. INSIDE AND OUT PH.941-38D-1574 FLANGE GROUT-FILED CMU(ASIM C•9D) 3/16'ELCO ULTRACON 1-1/4" 2112^ rD HORIZONTALSECTION 6 BOX FRAME INSTALLATION ET FLANGE 2X MN.SOUTHERN PINE(G=0.55) 3/18' TAPCON 1-3/8" 7/6' HEAD AND SILL SIMILAR FOR BOX N8TALIA7ION OR ELCO LLTRACON INSTALLATION DETAILS FLANGE 2X MN. E(D.ERN PINE(o a56) #10 WOOD SCREW 1,316• 718• FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 16 GAUGE(0,060)MIN.STEEL STUD #10-15 HR71 KWK•FLEXOR rrw FIAT THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: �' FLANGE (33 KSI YIELD MN) TEKS SELF-DRl11JNG SCREW THRU 0.080' 7/18' ADE 10/10/13 FLANGE 1/LT'ALUM.(6063-T5 MN.)OR if10 GRADE 5 SELF-TAPPING/ FU LL THREAD MIN.114'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED BWG f: v.: 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125• 7/18• INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FIN 2X MN.SOUTHERN PINE(C-0.55) CWS 871 B PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS $B WOOD SCREW 1-1/2T' 1/2" SHOWN FOR FLANGE WINDOWS. WWr SHEET 12 5OF5 Florida Building Code Online Pagel of 2 � rAMMEYA AoMa Dep"eniq SCIS Home Lop In Wer Aegk5b. on HocTopia ! Submit Surcharge stats 8 Facts r-e. f ii^i•-ir u.i; a Busines i Product Approval Professl nal USER:Pubic Wer Regulation Product Approval Menu> >ApWicabon List>Ap teatlon DetaN FL# FL16736-Rl Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekossocws.cc Authorized Signature Koss Erin ekoss®cws.a Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss4Pcws.tx Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E3 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 W Validation Cheddist-Hardcopy Received Certificate of Independence FL16736 R1 COI Evallden CWS 8718(1i5-8200 74x63 IMP1,pdf •• ••• • • • • • •• Referenced Standard aqd Year(oASt:ndard3 : :•SUfteg• YAM • • • • • • • RAWDMA/CSA/101/I.S.2/A440-08 2008 •• ••• •• • • ASTM E1300-04 2004 ASTM E1886-05 2005 • ••• ••• � ••• M EIV96-09 2009 • • • • • ":10:/202/203 1994 •• • • • • • • • • • •• •• • • • • • • Equivalence of ProdutileLnXcls • • • • Certified By Or • • • v ••• • • http://www.floridabuilding.org/pr _jElppid�l� isp ?pqaffi;wGEVXQwtDqu8obl%2#IZm6... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method I Option D Date Submitted 04/15/2015 Date VaIIdabed 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or Ox. Limits of Use Installation Instruedons Approved for use In HVHZ:Yes El 16736 R1 II CWS-871B(HS-8200.74x63,IMP).Ddf 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 Mlsslle,74'x 63',DP+/-60 psf.Outer lite in FL16736 RI AE DuPont PVB NOA 13-0129 27.Ddf I.G.must be safety glazed when used above 30 ft.In HVHZ. FL16736 RI AE EvalReD CWS-8718 tHS-8200.74x63. Glass complies to ASTM E3300-04. IMP).adf FL16736 RS AE Ouanex fMikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 16736.2HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 63",XOX. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16736 R1 II CWS-8f 9B(HS-8200 111x63.IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lutes 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 lite 836736 R3 AE DuRont 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 complies to ASTM E1300-04. FL16736 RI AE EvalReo CWS-8698(HS-8200. 111x63. IMP).odf FL16736 Ri AF Qua Tex(Mikron)NOA 12-1017 02.Ddf Created by Independent Third Party:Yes Back N•:t ::1940 North Monroe Street,Tarah�FL 32399 Phonei 950-487-1824 The State of Florida Is an ANEW employer.Can right 2007-2013 State of Florida,::$ ::h"sULUb SU&jn ret::A Under Florida law,ernat addresses are public records.N you do not want your eareail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by tradRbnal mall.V you have any questlore,please contact 856.497.1395.-Pursuant to Section 455.275(1),Florida Statutes,eB•ctiva October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an suit address If they have one.The emalts provided may be used for oriW I communication with the aoansos.However Oman addresses are public record.1f you do not wish to supply a personal address,please provide the Department with an*mall address which on be made avallable to the public.To determine H you are a Iloenaee under chapter 455.F.S.,please rick dart, Product Approval Accept&: accurit'111;kW., •• 00: •• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • •• • • • • • • • • • •• •• • • • • • • 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • http://www.floridabuilding.org/pr/pr_apli 4t2.*asMc Pnal-an3—W EVXQwtDqu8obl%2flZm6... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 869B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44's Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5" Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-869B, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-3, -3A,-4,and 4A,by National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `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 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'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. �� REQ .. .. ♦ FV`�G{ .� a .. ,y No 58201 • ••• s' :••• ;*' 4/18/2015 00• @0 �r 4STAIIE•O� : 4►: Lucas A.Turner, P.E. "' ';0, -•, �.:�,��; FL PE#58201 a ... •+'j t� QI+<ALi�'�♦ Lucas A. Turner �.� •trr�rrrt� 2015-04-18 :.'.: 22:21-04:00 ... . . . ... . . HORIZONTAL SLIDER - LARGE MISSILE IMPACT �NERALNGTES � ' 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED rEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION MCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 Sw 44TH AVE. 18 RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 3.CONFIGURATIONS:"OX",-XO". 8200 PVC HORZ.SLIDER i 121/4"MAX.OVERALL FLANGE WIDTH a.DESIGN PRESSURE IGN RATING: OOADS BASED ON,TESTED PRESSURE AND IMPACT I I V MAX UNR WIDTH GLASS TABLES ASTM E-13DO-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES GLASS DLO ' GLASS DLO ASPM E-138G-0a. Q 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED A _ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR w Lu Wl DETAIS. WINDLOAD DURATION FACTOR Cd--1.8 WAS USED FOR WOOD w c ANCHOR CALCULATIONS. 64'114- I 1 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT O • M RALL ••• • •• ' REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT a • •• • • • UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUTR w =m • HCc T••••• • • B FLYING DEBRIS PRIOR TO EXPOSURE TO HURRICANE WINDS AND a • ••• • • • rL • • I • Ft 561311ir GLASS O Is w 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT c ,• UNfT 1 Y ' X ' 56 V4" USED AT FIXED MEETING RAIL AND HEAD/SILL. • ••. HEr�i • ••• DLO ' D ' D GLAD o ••• •••• ••••••• DLO S.SERIES/MODEL DESIGNATION HS-8200. m ` O • • S Z 000 .6"0 •••• 6 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: pMuatt •MAX• • • C X-OPERABLE SASH,O-FIXED SASH • 'HEIGHT • 0000 - 0REw�� • ••• HEIGHT I ! ! �'"" I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS M A SIMILAR • • �•:••• ! 1 eLOCATION. No Sam S= . • ••• •• •• C 11.EXTERNAL WEEP SLOT=1A z t"LOCATED 4"FROM BOTH ENDS. w = • - -- - - - -- C Z7.151t6" A C' A ':9fl, STATE OF J wW� • •••• •••• 6 �� h: +r •00*0 • MAX,BASH w1DTH LUCBB A. firy�O� NAU �•• Tumer -'�14f». 2015-04-11 z;Z_ 15:17-04:00 4/11/2015 LUCAS A.TURNER,P.E. FL PE A 68201 1239JABARA AVE NORTH PORT,FL 34288 PH.941-38D-1574 GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES B ELEVATIONS...........t DATE: GLAZING DETAILS.....................................2 TEF 10/11/13 SECTION VIEWS 6 GLAZING DETAILS....3 UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING �.. EXTRUSIONS d B.O.M...............................4 ANCHOR SCHEDULE d NOTES................5 111"x 63" +/-60 PSF LARGE MISSILE IMPACT cws Bss a INSTALLATION DETAILS...........................8 SHEET 1:20 1 OF 6 19M SW 44TH AVE. OCALA,FLORIDA 34474 www.CWS.CC 8200 PVC 7/8"OVERALL HORZ-SLIDER 3116"ANNEALED OR TEMPERED IMPACT /6"OVERALL ---114"AIR SPACE 1/Ir ANNEALED OR TEMPERED j r. 7/16"IAMI 3I8"AIR SPACE —3116"ANNEALED a 5/tt"LAMI o O .090 SENTRY GLASS IONOPLAST l4TERLAYER —116-ANNEALED Y pwp >> j 3116"ANNEALED Q tD .090 DUPONT PVB INTERLAYER • •••• "FECT GLAZE 41" 11W ANNEALED F j O • • ••• • • •• SIKAFLEX 552 I < o N • •••• • • • • • • • • o 6 W •••••• Pih 2"GLAZE"H" ,¢�, w R • •••• • • • • SI1cAFLEX 582 • 1?GLASS BITE w a • • •••••• InI o L • •••• • • O (+ 1 t to GL AS3 SITE o ••••• • • •••• m Q O 0*see • • Z • • • • 1 •• ' •�A4p1l*im�lrbh • !.. • • •••• �� QREW by 4(14 el 04 0000 •90 000 0 00 r��]C]Q Q 'Ji N• 88201 e� pro: 04 Soo* •••• ••• O ATYPE B �' STATE OF iceASH GLASS •••• �Wtt`, aO0R1.. at,,r GLASS TYPE A y"•�Ifgo". � FIXED GLASS ;_;,._ 4/1112015 LUCAS A.TURNER,P.E. FL PE#53201 1239 JABARA AVE. NORTH PORT,FL 34286 PH.941-380-1574 GLAZING DETAILS I DRAWN BY: E: TEF 10/11/13 owe r .. cws-ass B SHEET 2 OF a INTERIOR lL/ilIJA11(ilI(/////!i WMiDOW fY 2M 1 19 a 49 1 111 1900 SW 44TH AVE, OCALA,FLORIDA 34474 W W W.CWS.00 � 9•a nib 8200 PVC HORz SUCER IMPACT n a r t1 3 2 5 6 1 1 9 1 SECTION VIEW D-D o JAMB ROTARY LOCKS a JAMB ROTARY LOCKS: MAY BE SUBSTITUTED FOR JAMB • •• SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. $ Q • { • •• REOUIRED ON FN UNITS. N •••••• • > • 4 • • ¢ g C W • • U �• 317 ••• � Q go •••• • m z • • 1 •••• •• "i 1 *6 Hoag q s •••• •• •• I •••••• M3),4PAN SHEAD IMPACT FASFE OOK{T'P} At�EIV IT�4 (ITEMS 44346) S pr.•�GEI9g t,.p'r :400 I l •••••• .G� F by • t� • •••• • •• •••••• ��' Me 58201 • • •• • TEpIOR 3� 644000 0000 • • I I ?y11-- STATE OF 1.10 %,Q, a JAMB IMPACT HOOKS REM 4',� tth/Off„j 1fi OR ROTARY LOCKS(IT(EM 23} 1 LOCATED AT THIRD POINTS. 1 X 4/11/2016 /` RTES: LUCAS A.TURNER,P.E. -EITHER IMPACT HOOKS O3 ROTARY LOCKS i MUST BE USED IN BOTH JAMBS OF FLANW UNITS. FL PE s 58201 9 -ONLY ROTARY LOOKS MUST BE USED IN BOTH 1239 JABARA AVE. 7 JAMBS OF FIN UNITS- NORTH PORT,FL 34288 PH.941.380-1574 1 I 1 SECTION VIEWS — —— DATE= SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13 JAMB IMPACT HOOK/ROTARY LOCK LOCATIONSr. -. SECTION VIEW C-C 12D CWS-869 B ALTERNATE FN FRAME 6�' SHEET 12 3OF6 PARTS LIST 3118' CORNER CONffrRUC71GN I Rt3A PARTA! DE'J3CRIPTION VENDOR MATSt1AL 3118' 1 H-W49 Main Frame,S"S,Flange,PVC MrKmn PVC 31/9" (WINO YV SYSTB� 2 1-1681 Fixed Rail,HeaW Duty,Aluminum Keynmrk Alum 1 2 1900 SW 44TH AVE. 3 8-0077 Cover,HD Fixed Rail,PVC AAkron PVCOCALA, 5 P-4638 #8 x 2 112"Ph Mod Truss Type A TE Ajax Steel i/i6" WWW. FLORIDA 34474 211/18' 3wi6" i 1116' WWW.CWS.CC 1116' 6 P3342 Seem Sealer,3N45504 Schnee Silicone & — CORNER WELD 7 3.1778 Roller Track KO ark Akan L1 118 (ALL IDES) 8r�PVCs 8 5-6013 Screen Adepter,Jamb,PVC Mikron PVC HORZ SLIDER 9 5-6014 Screen Adopter,Head&Sill,PVC Mikmn PVC PVD FRAME FLANGEfi049 HD MTG RAIL-1681 IMPACT10 P-4479 Weep Cover w/Flap M&M Nylon PVC FRAME FIN-9048 11 S-6064 Glazing Bead M kron PVC 6 12 H—JO Sash Meeting Rail,PVC Mixon PVC F"-23h6' 1 Is/Ir f 3116' 23/t8" 5 13 HwSD51 Sash Pull Rall,PVC MNmn PVC t F 1 f— 3 14 H-80W SaBh Topli3d.Rail,PVC Mikron PVC I I I 88 O /rile" i Sle" i 578" 1 tir16' 15 H-1497 R91nf.Sash Meet.Rai Keymark Alum 1n6" I ins' 1116' 1116" 2 m 16 1+1498 ReinlarcerrrerrL Sash,Side Bell Keymak Allen N 17 1.1699 RainforEflRneM,Sash Pug Rall Keymark Alum PVC SASH MTG.RAIL-6D5O PVC SASH SIDE RAIL-4061 PVC SASH TOP/BTM RAIL4=2 PVC HD MIG PAIL COVER-6077 FIXED MEETING RAIL • 18 •P-3429 lYfYp,Gemx.187 pack F{ifSeel,GA Ultratab OGETHER • 4783 Lode,Im t,PVC ktedOdt 3/18" BCRt1VOEDUTIRAME WITH $ w W • ai •f2l 0 P•4051 #84k417R"4Ph Flat Tek,Wht. Fasterlel Steel p 1:8 $ g P•4069 Keep,ImpactPVT • • InterlockP-3639 08 x 4"Square PH FaMeW Steel L I• BO OP-4958 R LOdt •• •• Interlockt vie4••P-49M B M x 1/2"d3mW Fa4lemo•• Interlock 1/16" ty16 1/16" m d• Interlock SASH MTG.RAIL-1497+r�llw • 26 P-4770 Rdler,41an!!em • • M&M Nylon PLANVIEW-1999 SASH REEF.-1899 ,Nttnniph4 — HEAD IMPACT HOOK-1898 t GREW �y • •3P••P-3541 #8 x 1/2"Quad PH TEK 2 Znc Fasteral Steel y4• �� ,w Taj�4 • 26 LASS SE HEET2 CARDINAL GLASS �9r18' 3n 6"� 7116' 1114" `��1G1V10E198fa.�•�iS • N• smil • •pg•• PJ'InCP(! B'FI or 415111MMA2 HenkeVSka iii c me C 7 3 •30 P3028 Serf Bgl.►65 Dur.,1/W x 711"4K 2"L$ Frank Lowe Rubber �- 8• t ins 1116" '*' '► w w- -+(518" 6.B.RJS,8.R.-1499 :V. • 31 P3218 $rte F Agotatal R00FOrrn TfA q�--(� ROLLER TRACK-1776 �p0 BTATE 4P Zta 32 P-4754 Screen C<AsrKey Allmstal Nylon 33 P-4755 Screen Caner Key w/Salety Tab AllmeMl Nylon PLAN VIEW-20M PANE.IMPACT CATCH-2000114" 11 7/e" e1 O�:O•�Q��` 34 P3029 Screen Pull tab Surnmh 7 r 7 "ogle ta>•• 35 P-= Screen Spring Fla.Spring S3 0 Stir }_ T— L 36 P-3229 Screen Spline Depa O PVC OLAZEBEAD-8094 WE 1716' 411112016 j 37 P-4772 Screen Cloth Fiberglass GLAZE BEAD-f 112 LUCAS A TURNER P.E. 40 P-3113 Screw SuppoA,PVC Teem Plastics Rubber 112' i f/8• FL PE#58201 4/ P-3752 Cap Plug,112"Hole M&M Nylon i smar ( 3!B^l t Sdt6" 1239 JABARA AVE. 42 8-1577 Impact Hook,Frame,Jamb Keyrnark Alum �� 8) * NORTH PORT,FL 34288 43 S-1112 Relydo cemerd,Ind,Jamb Keywwk Alcan 718 PH.9413841574 44 5-20 Channel,gash K mak Alum 1116' PVC SCREEN CATCH-6013 1116' PLAN VIEW-1377RIPTgfV: 45 P3748 X#e 5/8 Ph FH TEK,Zinc,Palmed Alex Steet AC11M sneH IMPACT HOOK-1677 PVC ANTI LIFT 6008 46 5-1999 Impact Hook,Frame,HeadKeymak Akan 3/16 1!2^ 6Jt6 t 4/8"'1 BOM AND EXTRUSIONS 47 1.6048 Main Fmme,SWHS,Fin,PVC Mikmn PVC �� I 9 : 48 1 S-M I Roller Track,PVC,(Anti-181) gAgOon PVCf TEF 10/11/13 49 P-5250 Lack,Impact,PVC,WFIli per kd~ SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6114 DWO 0: .- 50 1 P-4730 14VS x 1/2"Ph Mad Truss TEK Fastenal Steel LINE ITEMS NOT USED: CWS-869 B 4,38-39 '"'A: SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063 T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6 I WINDOW S MMI 3'(TYPO e'MAX.(TVP.) 3-(TYP) � Y loll �{ �p SEE NOTE 2 r MAX(TYP)^� ---{-8^MAX O.C.(TYP.) iOCALA.FLORIDA 34474 MAX CMAX.(TYP.) I (Typ)C 4..MAX(TYPi�I I WWW.CWS.CC INSTALLATION 8200 PVC ANCHOROYP.) HORZ SODER MAX O.C. IMPACT 17" (rYp-) MAX.o.c. X 0 X w < m • • ••• -- - N W Z > •••••• ANCHOR LAYOUT- a • *000 • • • ANCHOR LAYOUT-(FLANGE) (FMO F ITQ W Q • •••• • •• •• W •••• • • •••••• • • m Q O • •••• • •• •••••• N• SB201 S S*= * 2*S • • •• : •••• 39' c- .1111, • •ROSS: •••• • • , STATE Of ;�NuiJ. ` 1.INSTALL ONE*AMU AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �S fpe-1„o pi a 4: Iks�f 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIM ARE NOT ALLOWED, 3.ANCHOR TYPE.SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 4 58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES NORTH PORT,FL 3421 SPECIFIED IN TABLE 1,SHEET 6, ES WITH STRENGTHS LESS THAN THE MINIMUM PH.941-380-1574 __ PT ON 8.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR OONCRETE"U OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUAE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MIMMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL WN 9Y, : TEF 10111/13 8.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. r SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIiEMENTS AS SHOWN IN TABLET,SHEET 6, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS 869 B 9.SEAUING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAAVDMA 250(BOX WINDOWS),FMA/AAMAAMDMA 300(D(IERIOR DOORS) 1:26 5 OF 8 TYPICAL HEAD ANCHORAGE MIN. EDMENT J� GEE TAABB LE 1 SUBSTRATE iW MAX SHIM BYOTHFAS WINDOWSYS7L9'Ib Mk EDGE DIST. SEE TABLE 1 MIN.EDGE dsr. - SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE I OCALA.FLOR IDA 34474 SUBSTRATE BY OTHERS 114'MAX SHIM WWW,CWS.CC SEE TABLE 1 ' MN.EMBEDMENT MIN.EDGE DIST, SEE TABLE 1 SEE TABLE I PERIMETER SEALANT--- ' BY INSTALLER INSTALLATION ANCHOR �PVC ABIDE AND OUT SEE TABLE 1 HORZ SODER SEALANT BEHIND MN.EMBEDMENT IMPACT FLANGE BY INSTALLER 1/4'MAX SHIM SEE TABLE 1 0 h� PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER BY IISTALLER ASIDE AND OUT O INSIDE AND OUT INSTALLATION ANCHOR Y Wq INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 6 m SEE TABLE 1 • •• E BY INSTALLER SEALANT BEHIND • • • g HORRONTALSEC710N HORIZONTAL SECTION FN BY INSTALLER • • ••• • • •• 6 TYPICAL JAMB ANCHORAGE �6 J TYPICAL FIN ANCHORAGE T • • • • • HEAD AND BILL SIMILAR FOR FN WSTALLATION00 0 09 0 CL tl 000000 114MAX SHIM MMA!BE T&LA • • iWYGE BY IE • • U �O • ••• •• • • • m Q 2 PERIMETER SMALANII • MIN.EMBEDMENT G BYNSTALLER • •• • • DREW SEE TABLE 1 �,�\�N�y ENltyj ••••IRFl�bE AND OUT 4► P',;• y r ... I�rY. ��sy •• ••• • •• • • `�� ". • SUBSTRATE BYO N• 58201 SEE TABLE 1 • •• • •• -MN.EDGE DIST. *_ • • E TABLE 1 +ro= •• ••• •••••• A VER&AL SECTION Sj�ti STATE OR Fol: 0000 6 TYPICAL BILL ANCHORAGE yAR�o t O✓*r � • 3 i8#ONAU TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2015 FRAME Z� LUCAS A.TURNER,P,E. NGE CONCRETE(20 KSI Mk) 9/16'fTW TAPCON 1- PERIMETER 9F_AJWi FL PE*58201 2' BY INSTALLER 1239 JABARA AVE, (2 FLANGE CONCRETE 85 KSI MIN.) 3118"ELCO lA 1RACON 1' 1• WIDE AND OUT NORTH PORT,FL 34288�p, HORIZONTAL SECTION PH.941�D-1574 FLANGE QROUTFLLED(9NU(ASTM G9o) VlW ELOO ULTRACON 1-1/4' 2.1/2' `6J BOX FRAME INSTALLATION SHE FLANGE 2X MN.SOUTHERN PINE(00.55) 9/18' 1 7�. HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOLITFERN PINE(G-0.55) A10 WOOD SCREW 1.3/B' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE 16 GAUGE(0.081')MN.STEEL STUD #10.16 HBLTI KWK-FLEXCR ITW FILL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: MAWN Y' FLANGE (33 KSI YIELD MN) TEKS SELF-DRILLING SCREW THIRD 0.060' 7116' TEF 10/11/13 11W ALUM.(6063-T5 Mk)OR 10 GRADE 3 SELF-TAPPING/ FULL THREAD MIN.IW FLLUET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED r FLANGE 1Ar STEEL(33 KSI MN.) DRILLING SCREW THRU 0.125 7/13' INSIDE AND OUT,FULL PERNAETER,BY INSTALLER. CWS 869 B PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FN 2X MN,SOUTHERN PINE P.0.56) 88 WOOD SCREW 1-1/2' 112' SHOWN FOR FLANGE WINDOWS. s SHEET 1:2 BOF6