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WS-17-1538 Miami Shores Villagelmkdt1w'sifiutten 10050 N.E.2nd Avenue NE 17 UP Miami Shores,FL 33138-0000 � �� Phone: (305)795-2204 , 1 t p� E> o `,AIS ioR � iaate 17 Expiration: 12/27/2017 �. �:. f Project Address Parcel Number Applicant 144 NE 101 Street 1132060131990 Miami Shores, FL 33138- Block: Lot: HOLLIE ALTMAN Owner Information Address Phone Cell HOLLIE ALTMAN 144 NE 101 Street MIAMI SHORES FL 33138- 144 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792-4415 Valuation: $ 35,560.00 _..., v . .,......._ ...__.. r __::.._ ._ _.. Total Sq Feet: 0 Type of Work:REPLACE 25 WINDOWS 1 DOOR WITH IMPA Available Inspections: No of openings:26 Inspection Type: Additional Info:REPLACE 25 WINDOWS 1 DOOR WITH IMPA Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $21.60 Invoice# WS-6-17-64269 DBPR Fee $5.40 DCA Fee $5.40 06/09/2017 Check#:23249 $50.00 $387.40 Education Surcharge $7.20 06/30/2017 Credit Card $387.40 $0.00 Permit Fee $360.00 Scanning Fee $9.00 Technology Fee $28.80 Total: $437.40 In consideration of the issuance to me f th- permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict 4ty ith he plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assumsi ility ork done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certifl he oregoing inf ation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhe th a ab -named contractor to do the work stated. June 30, 2017 Authorized Signature:Own e / Applicant / Contractor / Agent Date Building Department Copy June 30,2017 1 �+�,�a�y°�ay . Y I Miami Shores Village g RECEIVED Building Department JUN 0 9 7017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 t`�A BUILDING Master Permit No. V �.� �� - 5 PERMIT APPLICATION Sub Permit No. ME BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP _ - CONTRACTOR DRAWINGS JOB ADDRESS: 11,4 mg �� 1 / • I4 r "� ,sffa`� ^'K Com: Miami Shores County: Miami Dade zio• Folio/Parcel#:_ 1132,01b 213 L I a Is the Building Historically Designated:Yes NO Occupancy Type: Load: /► Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): rf L-1—orri go U_I. (--- Phone#: Address: IU4 t` & 'IIIA I � - NIA11"-) 's--(S', 4 31 City: �1�( �'�Tv1Z- State: E(- zip: 331 3 g Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency M DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: N/A state: N/A zip: N/A Value of Work for this Permit:$ 35, 1J Ao Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: REPLACE 25 WjptP,,Vv,(' Va/Ift V ft- C �12-C— -2- Specify color of color thru tile: Submittal Fee$ Permit Fee$ ()Z!S CCF$ CO/CC$ P Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ DoubleFee Structural Reviews$ Bond$ $ TOTAL FEE NOW DUE$ -39 i (Revised02/24/2014) n _ Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip NIA Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 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 a7�a reinspection fee will be charged. Signature .r Signature OWNER or AGENT RACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of1n, ,20 / by _day of ,201- .by 1;',01,;Who is personally known to ��.,, �J.� T'i—, is personally kno n to me or who has produced as m*ad – as identification and who did take an oath. ian oath. �" �lpilAld+add NOTARY PUBLIC: NNJ7Sign: SPrint: 4L I s' ;P �F<," .�. --z, za Seal: ,sqw' ,- ABDIEL RSeal: CASTILLO MY COMMISSION#GG 419600 �� a ,`;J F �, •c EXP S:March 6,2021 R p,F„tR• Bonded Th ' Pubic Unden�iters **************** ********************************************************* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miamishores Village Building Department Eggs 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �ee� Tel: (305)795.2204 ARIDA Fax: (305) 756.8972 Inspection requirements for. Windows, Doors, SkXlig`hts or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shuns, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: 101, +Yv\-O� i _ Quati.fier/Owner Signature Date Print Name Property Search Application - Miami-Dade County Page 1 of 1 * 7 . . OFFICE O F THE PROPERTY APPRAISER Summary Report Generated On :5/25/2017 s Property Information Folio: 11-3206-013-1990 - 144 NE 101 ST Property Address: ' Miami Shores, FL 33138-2321 a ...,..- .� n Owner HOLLIE J ALTMAN N 144NE101ST ` Mailing Address MIAMI SHORES,FL 33138 USA PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ l } Primary Land Use 0101 RESIDENTIAL-SINGLE .k H FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft 't Living Area Sq.Ft Adjusted Area 1,617 Sq.Ft Taxable Value Information Lot Size 5,750 Sq.Ft 2016 2015 2014 Year Built 1925 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value 1 $193,086 $191,397 $189,482 Land Value $143,808 $109,388 $109,388 School Board Building Value $131,382 $132,392 $129,134 Exemption Value 1 $25,000 $25,000 $25,000 XF Value $1,146 $948 $960 Taxable Value $218,086 $216,397 $214,482 Market Value $276,336 $242,728 $239,482 City Exemption Value $50,000 $50,000 $50,000 Assessed Value $243,086 $241,397 $239,482 Taxable Value $193,086 $191,397 $189,482 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value 1 $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $193,086 $191,397 $189,482 Cap Reduction $33,250 $1,331 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption 1 $25,000 $25,000 $25,000 Previous OR Book- Sale Price PageQualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). 09/30/2013 $379,000 28853-2203 Qual by exam of deed 08/15/2013 $100 28780-1118 Corrective,tax or QCD;min Short Legal Description consideration MIAMI SHORES SEC 1 AMD PB 10-70 05/26/2010 $282,000 27303-0902 Religious,charitable or benevolent LOT 9 BLK 15 organization LOT SIZE 50.000 X 115 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://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 5/25/2017 . . ... . . . ... • • • • • • • • • • • • ••• • • • • ••• 5 ® ® I n Specialty Engineering Consultants.Inc. South n 5 1509 SW 30 Avenue,Suite 920 {ty(:1uE£r./c • • D WfndBebe88s Palm Beachdda Boynton Beach,FL 334320 ;r • • • ol n FL.CA 9 000217 �, • •• Risk at. 165 IS t70 I.ow risk to humans farms sheds 5 s • • Cat.� • 175 7 170 Single Funnily Residettces aPt ,,�a • • • � CaL 3&4• 61 186 0 1 180 1 Ea-mal Facilities P;=qh (GCp-GCp�) Intatuctlons r nd limitations of Use 1 Charts provide wind pressures based on the mean roof he ht And shall not exceed 80•-0'. 2 D n resaures ere for an enclosed buOirM shtr0ers or other impact resistance protection required). V(mph) 175 1620 PBC for IIVH7.,or Fig 26.5-1a 3 User shell determine the mean roof he E*e M1 Roof eek Risk Cau gory 11 Table 1.5-I,page 2 4 End zone distance Is the lessor of 10%of% ffi,101g of Wthp 49s/o t{thegn roof he t and not lase than 3•-0' Exposure C Section 26.7 5 If 50%of a com hent Is Ina ular zone en dPh Mot s coftWeAd talb•in zone with the me o of the area.If uestionabla enpace M Zone 5 Kd 0.85 Tablc 26.6-1,page 250 0 Each component window door,mullion has a e a t is res uses.Area of co nerds to rounded down but shall not ba lass than 10 all. Ka 1 Figure 26.8.1,page 252 7 For NOA's that require a Kd=1.0 then mu the vdues jg2nerdln k .1 • GCpi 0.18 418 0.55 1 8 1 V"pressures are based on Allowable stress deslan. pitchof roof 3/12 14.0 degrees 9 D n pressures Rated herein are valid for urea B and C end re D.max roof height 30 theta 14.o dcgrees 10 Chards and values 0eted herein are onl valid when signed,dated,and sealed b Ga McDO le PE 956214 or Mark LeBlanc,PE 935983 or Adam D.LeBlanc.PE977012 11 Wbtd d n ressures are calculated In accordance with ASCE 7-10,Method 2 12 1 No reduction Is taken for slopes less than 10 degrees. Arca ofcornponant Are.of com nt Arca of com ant rea AofcmpDnmA Area of com Ates of com rea Aof com Arerea a of t Aof turn t Area ofoomponcra Area oC t 15.0 020.0 sf 25.0 sf 30.0.17 35.0 sf 40.0 of 45.0 sf 50.0 sf 55.0 of 60.0 sf M sof 11a, t Zone 4 Zone 5 Zone 4 one 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 42.2 -51.3 -41.8 -50.6 41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 .0 -54.4 42.8 -52.0 42.4 -51.3 -42.0 -50.5 41.6 49.7 41.1 48.9 40.7 -48.2 40.3 47.4 -39.9 46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 372 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 -48.8 -40.8 48.0 40.4 47.2 40.0 46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41.8 49.4 -41.3 -48.6 -40.9 137.8 -40.5 -47.0 -40.1 -46.2 ® 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 -44.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -51.5 -42.7 -50.7 -42.2 -49.9 -41.8 -49.1 -41.4 -48.3 -41.0 -47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 -41.8 -48.9 -41.4 -48.1 -41.0 -47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 46.6 -57.6 -45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 -49.4 -41.8 -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 -43.1 -50.7 42.7 -49.9 42.2 -49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 -46.2 -56.2 -45.8 -55.3 -45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 -42.6 -49.5 42.2 -48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3. -54.1 44.8 -53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -56.8 43.0 -49.9 -42.6 -49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 -59.7 -47.0 -57.2 -46.6 -56.3 -46.1 -55.5 -45.7 -54.6 -45.2 -53.8 -44.7 -52.9 -44.3 -52.1 -43.8 -51.2 43.4 -50.4 42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 -57.6 47.0 -56.8 46.5 -55.9 46.0 -55.1 45.6 - -54.2 45.1 -53.4 44.7 -52.5 -44.2 -51.6 43.7 -50.8 43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 473 -57.2 46.9 -56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 -44.6 -52.0 44.1 -51.2 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 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 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 40-,2- 40.2 29 49.9 -61.6 48.5 -59.0 48.0 -58.1 -47.6 -57.2 47.1 -56.3 46.6 -55.5 46.2 -54.6 45.7 -53.7 45.2 -52.8. 44.8 •510 _--44.3 ,`''-51.1 46.3 46.3 44.9 44.9 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 - .140.6` "`.46.5 18 5 30 -50.3 -62.1 48.9 -59.4 48.4 -58.5 1 47.9 1 -57.6 1 47.4 1 -56.8 47.0 -55.9 46.5 1 -55.0 1 46.0 1 -54.1 1 45.6 1 -53.2 1 45.1 ;�-'4-52.3- 4 - No 77012 10 In AV T,�� 0 F �� . . ... . . . .. . . . . . . . . . . 55 X 59 51 1/2 X 58)1/= 56$!a x 4$141 : •:• (+60/-60) ( (+60/-60) 30 3 X FL#16736.1 FL#16736.1 FL#16736.1 5 (+7 /-75 Z h • •• • • • .. NOA#1 6 .1 p Ow •� : : 3 X191/ 19 Bed/ d .•. .• ••L•��Ii�c� ... . t6 s F b /-70) w .-i F _ a (2)375/16X611/4 •• • • • •• •.• •• 2.0 > (+70/-70) Mullion • • • . • . • • LO 13/8X213/16 ••• • • • • •• • v w U FL#16177.1 �i i i i i i•• i i / ;5 $• �! FL#9520.1 . • • • • • •.• •• co 2 F- 25 3/4 X 491/4 2 Mullion U (+70/-70) 68�i ;� 1 3/8 X 213/16 FL#16177.1 FL#9520.1 G ( 0/ � Mullion L#16 .1 p t- a 13/8 X 213/16 w FL#9520.1 L li p a d J id (2)37 9/16 X 611/4 Kit (�> Q m �' (+70/-70) \.J FL#16177.1 6 35 3/4X50 491/4 X 24 5/8 © y _ FL#16177.1 FL#13010.4 Mullion 24 X 29 3/8 ' g 13/8 X 213/16 (+70/-70) Dining FL#9520.1 SD FL#16177.1 Wng 6J6 UK (2)Mullions �• ,o 2 X 51/2Ln FL#9520.3 �( 1 103 X 21 391/2 X 191/4 R X + .01 251/2 X 28 5/8 (+60/-60) 103 X 60 1 FL#16736.2 (+60/-60) FL#13010.4 t (+70%70) FL#16736.2 Entry 24 X 12 FL#16177.1 N • AM. 1 (+55/-55) 6 - Mullion 51 3/4 X 24 5 fl 13/8 X 213/16 en (+55/-55) Office FL#9520.1 FL#13010.4 as 1 Mullion Mullion W 13/8 X 213/16 v 1 3/8 X 213/16 X¢W ,� Q�"-� b CJC Q W FL#9520.1 FL#9520.1 `° 2- N 25 X 12 3/4 (+55/-55) -A Mullinn FL#13010.4 391/2 X 681/2LLJ ® 1 3/8 X 213/16 (+67.5/-67.5) - FL#9520.1 FL#5823.1 W S, IY __Ib PRODUCT APPROVAL NUMBER: FL #13010.4 OPENING IDENTIFICATIONS: 9..6 . 9 9999 .9.... 1000 . . . . . 9999.. .. . 99999. 9999.. 2. PW9 ;9999; 999 9999 9999 9999. 9999.. . . .. 9999. .. 9. .... 9666.. • 6. PW ' 9999.. 9999.. . 9 .9099. 8. PW 10. PW 12. PW 24. PW 8/31/2016 Florida Building Code Online BCIS Home Log In User Registration ! Hot Topics Submit Surcharge i Stats&Facts I Publications I FBC Staff I BCIS Site Map i Links ; Search Florida re `Product Approval �-J USER:Public User Product Approval Menu>Product or Application Search>Aoolicatlon List>Application Detail I=. FL# FL13010-R4 66 - Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss •• : •••. ` Address/Phone/Email 1900 SW 44th Ave. 600:66 �.• ; .•e•;• Ocala, FL 34474 •••0.0 (352) 368-6922 Ext 291 :•••• •••• •••• • • ekoss@cws.cc • • • Quality Assurance Representative ]ay Lathrop 6999* • • • Address/Phone/Email 1900 SW 44th Ave. 090000 • Ocala, FL 34474 • • • `• (352) 368-6922 Ext 291 ` ` ` `••••• jlathrop@cws.cc • • Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) StandardYear AAMA/WDMA/CSA IOl/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By htWAvww.floridabuilding.org/pr/pr_app o.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkba8TgJmamdLOFZ98tJc57GZQp/o3dp/o3d 1/3 8131/2016 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 11/19/2015 Date Validated 11/23/2015 Date Pending FBC Approval Date Approved 11/23/2015 Summaq of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fln Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R4 C CAC CAR 138-1357.odf Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-1362.Ddf Impact Resistant:Yes FL13010 R4 C CAC CAR 138-562.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: PW-8150,36"x 72"and 72"x 76"see installation 09/14/2019 detail for DPs. Large Missile Impact. In HVHZ may only be Installation Instructions used up to 30ft above grade. Glass complies to ASTM E1300- FL13010 R4 II CWS-433C(PW-8150. 72x76.IMP).pdf 04. Verified By: Lucas A.Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R4 AE EvaIReD CWS-433C(PW-8150. 72x76. IMP) . f FL13010 R4 AE Kurarav PVB NOA 14-0916 10.Ddf FL13010 R4 AE Kurarav SGP NOA 14-0916 11.Ddf FL13010 R4 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill. Limits of Use Certification Agency Certificate ' • Approved for use In HVHZ:Yes FL13010 R4 C CAC CAR' 38.2fl�1e2. df • Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-7 e2.aft�';'. ' Impact Resistant:Yes FL13010 R4 C CAC CAfi;=-1.06e2.pd f•• • •••••• Design Pressure: +67.5/-67.5 Quality Assurance ContfamR4111ecpiration Date Other:Large Missile, Dp = +/-67.5 psf, Max. size 74 1/8"x 08/12/2019 .... • • ••••• 72". Outer lite must be safety glass above 30 ft. In HVHZ. Installation InstructiorM • • • Glass complies to ASTM E1300-04. FL13010 R4 II CWS-5108 ?PW-8150.COVlTibSL.IMP1 10•• Verified By: Lucas A.TuriT4%%:010 •• ••••• Created by Independentftl rd mParty: Yes,0 0 ...�.• Evaluation Reports 000600 . • FL13010 R4 AE DuPont VB•NCTA 13-0129 27. df �• FL13010 R4 AE EvaIReD CWS- lOB(P S CONTRISgL•.•• IMP).Ddf i .0. • • FL13010 R4 AE Ouanex pb*krm) NOA•bP•1017 02.Daf•666' • Created by Independent Third Party:Yes '•; 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48". Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL13010 R4 C CAC CAR 138-258e2.Ddf Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-483e2.Ddf Impact Resistant:Yes FL13010 R4 C CAC CAR 138-482e2.odf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other: PW-8300, 120"x 48", DP = +/-70 psf. Large Missile 04/09/2019 Impact. Glass complies to ASTM E1300-04. Installation Instructions FL13010 R4 II CWS-373B (PW-8300. 120x48. IMP).Ddf Verified By: Lucas A.Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R4 AE DuPont SGP NOA 11-0624 02.Ddf FL13010 R4 AE EvaIReD CWS-373B(PW-8300. 120x48. IMP).Ddf FL13010 R4 AE Ouanex(Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fln Fixed Window. Nk .2 i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R4 C CAC CAR 138-1093.Ddf Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-1320.Ddf Impact Resistant:Yes FL13010 R4 C CAC CAR 138-250e2.Ddf Design Pressure:N/A FL13010 R4 C CAC CAR 138-274e2.Ddf Other. Large Missile Impact,See Installation Drawings for FL13010 R4 C CAC CAR 138-457e2.Ddf Max. size and DP's. Outer lite must be safety glass above 30 FL13010 R4 C CAC CAR 138-465e3.Ddf ft. in HVHZ. Glass complies to ASTM E1300-04. FL13010 R4 C CAC CAR 138-534.Ddf httpsJ/www.toridabuilding.orgtpr/pr app o.aspx?param=wGEVXQwtDgvQEbBFEH60Vrs5wFsWUkbaBTgJmamdLOFZ98tJc57GZQ%3d%3d 213 8/31/2016 Florida Building Code Online FL13010 R4 C CAC CAR 138-730e2.odf FL13010 R4 C CAC CAR 138-739e2.Ddf Quality Assurance Contract Expiration Date 04/29/2018 Installation Instructions FL13010 R4 II CWS-159D(PW-8300. 72x76. IMP).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R4 AE DuPont PVB NOA 13-0129 27.adf FL13010 R4 AE DuPont SGP NOA 11-0624 02.Ddf FL13010 R4 AE EvaIReD CWS-159D (PW-8300.72x76. IMP). df FL13010 R4 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes E:aef. I�7cvi: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an WEED employer.Convriaht 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: U FIRM K9 M Credit Card Safe Y { •• • {••• { • 990.0• • • • 0000 {••9•• • { 0000 • • 0000 •••9 •••9a 0000•• • •• 00090• ••909• • •00.99 • • • 0000•• httpsJMrww.floridabuildirig.orgtpr/pr app o.aspx?param=wGEVXQwtDgvQEbBFEH60VrsSwFsWUkba8TgJmamdLOFZ98Wc57GZQ%3d%3d 313 URNER 1239 Jabaza Ave. 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 44`h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5'h 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-IA,from National Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMA/WDMA/CSA 101/I.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 Ludas A:Turnor.. E6 6 •••• .. • 66 . Installation: Units must be installed according to approval document CWS-159D.6.o66 '60•6 • 6666.. 6.6.66 6 6666.. Limitations of Use: This product: •'•"•. .••••. • • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of psf, ••;••6 666.6 or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in H;��r+/-63plf60 6'66' outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D...0 6. 0 000000 • Is large missile impact resistant and does not require the use of shutters :0040 0066:6 • May be used in the High Velocity Hurricane Zone 0.00 • 6666.. • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ffof grade . 01 • Requires glazing as shown in CWS-159D,with Dupont SentryGlas Interlayer per Miami-Dae NOA 11-0624.02' in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13- 0129.27} in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.02' 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'h Ed. (2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. .'' No 5}201 . 4/18/2015 1:13:• TATE Lucas A. Turner, P.E. 0't'' '� �'•'• ms`s FL PE#58201 .. .. . . . .. .. . . . . . . . . . . . go . ... ZNS.13e OTEPICTURE WINDOW - LARGE MISSILE IMPACT C 'DUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VyIN�VV y��,qgffl • LY WITH THE FLORIDA BUILDING CODE{FBC),CURRENTNCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVTED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE ASOCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WW W.CWS.CC 49114, 73114' �I OP MAX OVERALL FLANGE WIDTH MAX OVERALL FLANGE WIDTH 8300 PVC •• ••• •• 3 NOT LIMITED TO,THOSE SHOWN ON SCONFIGURATIONS:"0. HEET SHAPES INCLUDE,BUT ARE PICTURE WINDOW MAX UNIT WIDTH �x UIjIT�CID=I-r• • 451/8' — 69148• • 4.DESIGN PRESSURE RATING: IMPACT DLO aLA•JS DLO• • •• • • A ————— • • • • • • • • • -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND • GLASS TABLES ASTM E-1300-04. —————_ —— POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER � o INFILTRATION TEST PRESSURE AND GLASS TABLES Q a c m ^ w I I I I ASTM E-1300-04. o LL. Yww ..', 771/4" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED w p p y MAX I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR I- w ¢ a m 73 lie I OVERALL DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD z o m MAX. I I HEIFLANGHT I i ANCHOR CALCULATIONS. m F in a O OVERALL LL Q LL U FLANGE B I I I B I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT HEIGHTI I I 76' I I REQUIRED. N z � W ¢ W I I II MAX I II UNIO 7.ALL FRAMES ARE FULLY WELDED. IL T HEIGHT MAX. O wa p o wO o 8.SERIES/MODEL DESIGNATION PW-8300. R= (UNITHEIGHT a R w 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: :3I I I GGLASS dGp C O=FIXED SASH. o LAss I I B DLO I I jp U m a Z DLO I e I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR %SS41111i O I I LOCATION. � �NOREIy��i� �� I 8 I I Cj G E N S %� F•��'i�'�. I I 1 I I D �v 8 No 58201MY -- — -- -- ---------------- Lucas A.Tumer r A � A 2015-04-11 STATE OF ,40' 15:04-04:00 ''1* C OR 1 p P'r\ ...�N0 zz. 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: NOTES TABLE OF CONTENTS GENERALELEVATIONS LVAT ONS AND GENERAL NOTES&ELEVATIONS.......1 L©CAT ATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPES...................2 ANy 48"x 72" +/-55 PSF GLAZING DETAILS.................................3 ADE 05/05/07 SECTION VIEWS....................................4 NO LARGE MISSILE IMPACT DWG1< REV.: EXTRUSIONS&B.O.M...........................5 72"X 76" CWS 159 D ANCHOR SCHEDULE&NOTES.........6-7 HVHZ +/-67.5 PSF SCALE: INSTALLATION DETAILS.......................8 SHEET 120 1 OF B . . ... • . . ... . . . . . . . . . . . . ... . . . . ... ---- - - _ vwN�� ••• ••• ffl ••• ••• •: ••: 1900SW44THAVE. �_ _ • • • • • • • • OCALA,FLORIDA 34474 • • •• • • WWW.CWS.CC 8300 PVC .. ... .. PICTURE WINDOW IMPACT FULL ELUPSE4F'OCAL?1 • • •• • • •• • • • • • ••• •• a �J � FULL CIRCLE cnoc� na TOMBSTONE o oLL Lu Lu o' LuwaaDO 00 � z V m V 0 V c O Lo Lu W ¢ O Q a ¢ a a d Iw d � c ¢i t 1I a a W M o � a y 1/2 CIRCLE ❑ U m ¢ z 0\ OCTAG . G� `��r19RE1y ON .... E N 317 TRAPEZOID +'v tNo 58201% : a's ae %9- STATE OF Z T -------_� yO(C, \\ NOTES: 1.SEE SHEETS 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. \ \ 3.OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF 12F J E #58201 RECTANGULAR WINDOWS ON SHEET 1. NORTH PORT,FL 34288 'I \ 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7 WITH ANCHOR SHEET DESCRIPTION: SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 DWG C: REV.: CWS-159 D SCALE: SHEET 1:1 20178 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... WINDOW Ws TrEMSO . • • • ••• •.• •• •• • •• • 1900 SW 44TH AVE. • • •• • • • • • • • • OCALA,FLORIDA 34474 • • • • • • •• • • WWW.CWS.CC 8300 PVC •. •. ••• •• PICTURE WINDOW • IMPACT . ... . . . . .. . lomcol: �I ON O O Q Lu O as O he LLI Lu 1'OVERALL 1'OVERALL F- W Lu 3(16"ANNEALED or TEMPERED 3116"HEAT STRENGTH or TEMPERED O L) ¢ ZO 1/2'AIR SPACE 318"AIRSPACE c 5/16"LAMINATED 7116"LAM)GLASS ¢ W ¢a Z Z W W U W S O Q 1!8"ANNEALED 3/16"HEATSTRENGTH o o a d .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER a a ¢ a vUi 118"ANNEALED 3116'HEAT STRENGTH j p DUtOQOI 6 PURFECTGLAZE-Fr 6 PURFECTGLAZE'H" Z SIKAFLEX 552 SIKAFLEX 552 pt`1D 10 tYL GLASS BITE 10 1!2 GLASS BITE ?.��GENSFGQ2��. 7 7 , �v No (1 �� 1 �JI�J i9 i STATE OF O OQft p'QN GLASS TYPE A GLASS TYPE B 4/120 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS MAX SIZE DRAWN 6Y: DATE: X H ADE 05/05/07 DP +/-55 A 48 X 72 DWG i REV.: CWS-158 D DP+ 76 SCALE: SHEET 1:1 30F8 ..• ... . ... .. . . .. .. . . . . . . . . . . . ••• . . . ... . . . . ... 3 4 gm�mffl • • • • • • • •• • 1900 SW 44TH AVE. • • '00 • • • • • • • • • OCALA,FLORIDA 34474 • • • • • •• • • WWW.CWS.CC (7 s •• •.• •.• ••• T IOR L 9 9 s 8300 PVC .. .• .•• •. PICTURE WINDOW • • • • � �..� IMPACT 1 ' 000 0 - .. . J . ... .. to I ❑ � �iooQ �[ o � ao ❑ �7 � WQa 8 9 SECTION VIEW B-B ic � .U. O (10 11 11 t0 �o o '.Lo N ¢ N W Z ZIL1.1 W WU o l Q S �a a m LU 2 I !¢ a ¢ a fVA a a a a W' INTERIOR ❑ O U m Q Z ��••��W�urrrr gjD W T rig v: No SWIM (9 9 a: 11 . STATE OF : •:�lL4, 10 5 4/1112015 LUCAS A.TURNER, P.E. Q Q FL PE#58201 1 -- 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 I SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05/05107 DWG#. REV.: CWS-159 D SME: SHEET 1:1.33 40F8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . PARTS LIST ' ' ' ' ' FRAME CORNER CONSTRUCTION C(✓ (LlU/ ITEM PART# DESCRIPTION VENDOR MATERIAL w+INUOwsrsrFJws 1 H-60068 FRAME, PW, MAIN, HEAD MIKRON • F3 .'• .'• .: ": 1900 SW 44TH AVE. 2 H-6006B FRAME, PW, MAIN, SILL MIKRON G : '.: : •' W wcWS.CC; aa74 3 H-60068 FRAME, PW, MAIN, L JAMB MIKRON V *•* •• •:• : = 4 H-60068 FRAME, PW, MAIN, R. JAMB MIKRON PVC Z--CORNERWELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PV SCALE 1:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC iR B ; ; ; ; ;. •. IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8"x5/8"x2" LG. FRANK LOWE RUQ Ft ;•, 8 PURFECT GLAZE"H", SIKAFLEX 552 HENKEL/SIKA 31F-ICCN2 • ••• •• i; 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE s? I� o�aI: Q 10 S-6064 GLZ BE., FXD. (1"O.A. I.G.) MIKRON PVC " 11 GLASS SEE SHEET ILu w g Q m 3 118" a a o z� N S cc N z Z W U W ¢ 0 a a a ' 1 2 3 4 5 w w U IL O .1 GLu \ � � 7 n 7 01/16" �J m 1/16' .. O ri oomQo', 2. TF 27 18' ♦0111111/111j1 GENS ., 1 1/z• J+,� No 58201 •�� PVC FRAME FLANGE-H-6006B STATE OF ,W' w O �4 PVC FRAME FIN-H-6006A S,'�ONA'*�N•,`, 1/4- z� 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 7/6" 10 }� 1239 JABARA AVE. 31 8 NORTH PORT, 34288 PH.841-380-1-1 574 SHEET DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 DWG is REV.: CWS-159 D Smr: SHEET 1:1 50F8 .. .. . . . .. .. . . • . . • • • • • • 14'MAX.O.C.(TYP.) 29mo 4"MAX•(TYP.) 6'MAX.O.C.(TYP.) 6"MAX,(TYP.) SEE NOTE 2 • • ••• SEE NOTE 2 • • 000 • 4•MAK.(ilP.)� • 1900 SW 44TH AVE. 6'MAX.(TYP.)- i • ••• • • ••i • • OCALA,FLORIDA 34474 ---------- ---------- WWW.CWS.CC • • • • • • • Itj I 8300 PVC •• MAS c •—• I I PICTURE WINDOW INSTALLATI•OI• :•: : :(Tr-): :• .':: I ICHOR(TYP.) IMPACT 14" — I I ANCHOR(TYP.)• • • • •• • 1 1 MAX O.C. 1 1 • • • • • • • • • 1 •• • • • • • ••• a I Ito .- ro mP.) I I I I � ooH 1 1 I I tooao U- Y W W .. I I I I ►w- w ¢ a 'm I I I I I I I I ° m ¢ z I I I � o ¢ I I IIr —————————— I I ---------- 1 to g p a WI ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ;a Uma Z DP+/-55 PSF DP+/-55 PSF ��6Pc'•o.�G E Ai gF•�IQ,L•�� v 2 No 58201 '.- NOTES: �9 t STATE OF .4rZ 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. O R t. ��_�'�• �A; 2.SHIM AS REQ 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 SHIMS ARE NOT ALLOWED. r 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 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. FLPE 58201 BE PROTECTED TO PREVENT REACTION. 9 JA#BARA A 12339 AVE.A 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,IWO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 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 MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL DRAWN 6Y: DATE: 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. DWG s REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS 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: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 120 6 OF 8 A . . ..• . . . ... .. .• .. .. . . . . . . . . . . • -4-VAAX(TYPJ 8'l/IAS(}O.C.(TYP.) S"MAX(TYP.) 7 y6"MAX O.C.(TYP.) • • • • • • 0 1900 SW 44TH AVE. SEE NO&2• •t"MAIL.(WP.)l • t • • • SEE NOTE 2 OCALA,FLORIDA 34474 6"MAX,(TYP.) • • + • • • • • • WWW.CWS.CC ———————————————— I I I 8300 PVC a I 1 *0 sa • 04141 06 1 PICTURE WINDOW 'MAAX0C. I 1 ••. ; "$c� � I �• '•• 1 IMPACT (TYP.) 1 I •• I I I .. • 1 ••• t• 1 r � rplWu INSTALLATION I I INSTALLATION O o o ~ I I I I - dr` 00 O 1 ANCHOR(TYP.) I O 1 ANCHOR(TYP.) LL Y W W .. I I I I I° w � � ml I I I I o 0 0 z Lo al CL azo ¢ I I I I o d o a d oa o ~ uli Lu ———————————————— ---------------- oUn74Z ANCHOR DP+/-65PSFFLANGE) ANCHDP+lam-650PSF (FIN) ��xPgDREW�T��' c_ ,�(OENSFi ..�,pr G w t" No 58201 '��Z NOTES: '9 STATE OF �t1r� 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. �i��S`S o..RA• 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y� 4/11/20153.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 1-1/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. FLPE 58201 BE PROTECTED TO PREVENT REACTION. 9 JA#BARA 12339 AVE.A 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 SHEET DESCRIPTION: 6.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. ANCHOR SCHEDULE 8 INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL DRAWN BY: DATE: 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. DWG P. REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS 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: SCALE: SHEET FMAtAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(E)CTERIOR DOORS) 1.20 7 OF 8 .•• ••• • • ..• .. • . •. •• • • ••• • • • MIN EMBEDMENT Qomo TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBYOTHERS l%M�•9NIM • ••• • SEE•f!! El MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE i BY OTHERS �- MIN.EDGE DIST. • • •• • • '• SEE TABLE 1 OCALA,FLORIDA 34474 ~ SEE TABLE 1 : • • 1/4"MAX SHIM-�- WWW.CWS.CC SUBSTRATE BY OTHERS • • • • NEf LE�I ' SEE TABLE 1 MIN.EMBEDMENT 800 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABLE 1 •• 0 0 •• PICTURE WINDOW INSIDE AND OUT j •• ••• 0 • •• •• MINL SEE TABLE IMPACT SEALANT BEHIND O • • • • • FLANGE BY INSTALLER ••• • • • • ••• 114"MAX SHIM • • r v r o WW a PERIMETER SEALANT o o Fi PERIMETER SEALANT BY INSTALLER BYNSTALLER INSIDE AND OUT o o p INSIDE AND OUT INSTALLATION ANCHOR W g WWp uj SEALANT BEHIND SEE TABLE 1 F W Q Q m FLANGE BY INSTALLER SEALANT BEHIND FIN BY INSTALLER U o U Z (�B� HORIZONTAL SECTION C\ HORIZONTAL SECTION INSTALLATION ANCHOR P°i (°i LD SEE TABLE t 8 TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE a a o to HEAD AND SILL SIMILAR FOR RN INSTALLATION ¢ N Z > W Z O W T oug ¢ FQ a y a a a W 114"MAX.SHIM p U tO Q O SEALANTBEHIND �� 2 FLANGE BY INSTALLER O `� lllll{{{tlttlj��1 PERIMETER SEALANT �•',,,`.P�GEN..' �L'��•i BY INSTALLER MIN.EMBEDMENT �r VP,•yl SF••Q�� INSIDE AND OUT / SEE TABLE 1 v t• No 5820101 •'�� i *• * *� SUBSTRATE BY OTHERS�I '-0• :IL' SEE TABLE 1 MIN.EDGE DIST. X90 STATE OF J4U SEE TABLE 1 SEALANT UNDER SCREW A VERTICAL SECTION �i�SI. HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE •4��iS�OyyNA� �� 4/11!2015 TABLE 1:APPROVED INSTALLATION FASTENERS FE ANCHOR TYPE MIN LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3116"FIW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 F -FILLED CMU(117 PCF MIN.) 3116°ITW TAPCON BY INSTALLER FLANGE CONCRETE(2.85 KSI MIN) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 (� HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 71W FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16° MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWO s REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D FLANGE 118°STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/76° PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS sCALE: SHEET FIN 12XMIN.SOUTHERN PINE(G=0.55) 1#8 WOOD SCREW 1-1/2" 7176° SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8 PRODUCT APPROVAL NUMBER: Fl. #5823.1 sees . . sees sees.. OPENING IDENTIFICATIOI�11 : 0000 0 ..0 :::::: . . . e . sees see* 00.00 sees.. . .. sees. .. .. e.s.. sees.. sees. so . . . sees.. 5. SH :.e . :0690; 0 7. SH •o 902016 Florida Building Code Online fill 47 BCIS Home Log in User Registration Hot Topics Submit Surcharge Stabs&Facts Publications FBC Staff BCIS Site Map Links Search dProduct Approval Florida r @ USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL5823-R7 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 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. 0 Ocala, FL 34474 •so• a 0• (352)368-6922 Ext 291see*** •sees •• 0: • ekoss@cws.cc • see:** 0 Quality Assurance Representative lay Lathropsees Address/Phone/Email 1900 SW 44th Ave. .0 0:• Goea s*0 Ocala, FL 34474 (352)368-6922 Ext 291 *0 so sees 000:9 jlathrop@cws.cc :so:*: 0 Category Windows • of a see 0 0 • Subcategory see * 6.: Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE -4 Validation Checklist- Hardcopy Received Certificate of Independence FL5823 R7 COI EvalRei)CWS-1550(SH-8100, Impact).Dd Referenced Standard and Year(of Standard) Standard Year AAMA/WDMAtCSA/101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 httpsJANww.floridabLdlchng.orcj/pr/pr_appffi.aspx?param=wGEVXQwtDq MdF&R iH v 4: LrSiEW2m3mv6quhOZVN9J%2bw%3d 1/3 _ 902016 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/16/2015 Date Pending FBC Approval 12/21/2015 Date Approved 02/10/2016 Summary of Products 05FL# Model,Number or Name Description 823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL5823 R7 II CWS-155C(SH-8100. Imoact).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Large Missile,see Installation dwgs.for Max. size FL5823 R7 AE DuPont PVB NOA 13-0129 27.Odf and DP. Outer lite in I.G. must be safety glazed when used FL5823 R7 AE EvalRen CWS-155C(SH-8100. Imoact).ndf above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R7 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes 5823.2 SH-8100 Cont. Hd. &Sill SH-8100 Cont. Hd. &Sill (double Single a",Impact,74 1/8"x 63". • • • • •••• •••••• Limits of Use Installation Instructions.•' : .••• • Approved for use in HVHZ:Yes FL5823 R7 H CWS-440§4jWj„100-IMQ• Approved for use outside HVHZ:Yes CONTHDSL).Odf • Impact Resistant:Yes Verified By: Lucas A.TJ`rn*A`re98h1 ;••••; Design Pressure: N/A Created by Independentrl' MOParty: YjS'•'. ' • Other: Max. unit size 72-7/8"x 61-3/4". Outer lite in I.G. Evaluation Reports 0000 •••• ••••• must be safety glazed when used above 30 ft. in HVHZ. Glass FL5823 R7 AE DuPont PAUL IOA 13-0129 27•lldf complies to ASTM E1300-04. FL5823 R7 AE Evallkeo CVOS-44OB (SH1L8200.4MP. 74x63. CONTHDSL).Ddf • FL5823 R7 AE Ouanex=IAikrdh9 NOA 12-1017 02.Ddf •� Created by IndependeniThird Party:Yes • 000006 • • 5823.3 SH-8100 Cont. Hd. &SIII SH-8100 Cont. Hd. &Silr(doublo SIngI%Wwng)'Impac$,•-l4e•; 1/8"x 72". • i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R7 11 CWS-491B (SH-8100.IMP.74x72. Approved for use outside HVHZ:Yes CONTHDSL).Ddf 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"x Evaluation Reports 72". Outer lite in I.G. must be safety glazed when used above FL5823 R7 AE DuPont PVB NOA 13-0129 27.Odf 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R7 AE EvalRei)CWS-4918 (SH-8100. IMP. 74x72, CONTHDSL).Odf FL5823 R7 AE Ouanex(Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL5823 R7 II CWS-295D (SH-8100. IMP. 52x96).Odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other. Large Missile,52"x 96"w/5 HI sash, +/-70 psf. FL5823 R7 AE EvalReO CWS-295D (SH-8100, IMP. FLANGE ONLY. Outer lite In I.G. must be safety glazed when 52x96).Ddf used above 30 ft. in HVHZ. Glass complies to ASTM E1300- FL5823 R7 AE Kurarav PVB NOA 14-0916 10.odf 04. FL5823 R7 AE Kurarav SGP NOA 14-0916 11.odf FL5823 R7 AE Ouanex(Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes Cs-vcPt 6�7c:cG: httpsJ/www.floridaW!Iding.org/pr/pr app_o.aspx?param=wGEVXQwtDgvMdF6zR4iHLrS!EW2rn3mv6quhOZVNgJ%2bw%3d 213 9/3/2016 Florida Building Cade Online Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an WEED employer.Coovrl°ht 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts. go IMM-111 99 M Credit Card Safe 0000 . . 0000 0000.. .. 0000 0000.. 0000.. 0090 0900 . . 0000 0000 99999 00 99999 .. .. 9999 9999.9 0000.. 9 0000.. . . 0000.. httpsJ/www.floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6quhOZVN9J%2bw%3d 313 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 155C April 18,2015 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8"x 76"unit size at up to+/-67.5 PSF,36"x 62"unit size at up to+67.5/-75 PSF, 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite 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`h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E., at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-155C,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3668-1,-IA,-2,-2A,3669-1,-1A,-2,and-2A,by National Certified Testing Laboratories,Orlando, FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 1994,ASTM E 1886, 1996 2002/2005,and AAMA A44.Q7Q05 4) Supplemental Calcs.to support CWS-155C,signed and sealed by Lucas A.Turner, P.I •0 0 0 0 606068 .. 6.66 9 so Installation: Units must be installed according to approval document CWS-15506•;.6 •6 . 666.6. 066690 6 . • 0000.. 0400 6666 6 6 Limitations of Use: This product: • 0000 0000 00004 • May be used in O/X configuration in sizes,design pressures,and with max.$.. 0000 lass DLO.heights as sees*• shown in CWS-155C6 000 0000.. • Is impact resistant and does not require the use of shutters :00:0: 6 • • May be used in the High Velocity Hurricane Zone 6 :0..:0 ...6 6. • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outl�parctlite(Tg;npged ;•••6 required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboafd lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27' • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02' 'I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`"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. +`J1trrrurri1i PL7RE W. E N 4/18/2015 Lucas A. Turner P.E. Z'P ' STATE 0 F " �~ FL PE#58201 'rrQ : k 'y�As '�+•i Turner 2015-04-18 rrrnr� nn-413 AA-AA . . ... . • . ... • • • NATE SINGLE HUNG - LARGE MISSILE IMPACT � ll�1l'� SHOWN wlDIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED NSW SYy-PEpgg { • • O Cep Y WRH THE FLORIDA BUILDING CODE(FBC),CURRENT • • • • • • ITICSIdCLUDING THE HIGH VELOCffY HURRICANE ZONE(HVHZ)AND OLD 44TH AVE. • • •• • • • • • RATEa FOR W IND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED FLORIDA 34474 • • • • • • •• ASIA E 1996 PER THE FBC. WWW.CWS.CC 54 316. • • • •• 2�Li4Z1 GO OVERALL FLANGE WIDTH 371 3.CONFIGURATIONS:'O/X'. 8100 PVC - --531/8'MAX.UNIT WIDTH OVERALL F F WIVH •• ••• •• SINGLE HUNG • • • • •� • • • 4.DaSIGN PRESSURE RATING: IMPACT 1 " �" • ••• • • • • •• -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS 4815/16SDLO 3 • •—• •• GLA�QS TABLES ASTM E-1300-04. MAXV411 • • •••-Pj ITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o } 31 13118• —- INFILTRATION TEST PRESSURE AND GLASS TABLES 77 MAXI I 114 GLASS DLO ASTM E-1300-04.A -1300 04. $ n O OVERALLI I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED FLANGE -- - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR g w p y HETI GHT I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD W F ¢ m O 3315116" 1/4' -- -I- ANCHOR CALCULATIONS. to U 0 0 Z RALL76' 1 i FP FP Lu 0 DLOss OFIANGE I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY oir W UMAX I 1 HEIGHT O 27' LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL N N uf°- Z > HEIGHT B B GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO ¢ x ¢ pLLI MAXADLO HURRICANE WINDS AND FLYING DEBRIS. a a a o~ UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 11HEIGHT 1 I USED AT FIXED MEETING RAIL AND JAMB. q q q V B ❑ ❑ ❑ rn 37511 1 1 6 1 1 1 1 1 S.SERIES/MODEL DESIGNATION SH-6100. > > > m SASH GHT V 6GLASS 30 9.C 3C THE DESIGNATION X AND O STAND FOR THE FOLLOWING: V m `� Z /� I p X=OPERABLE SASH,O=FIXED SASH SASH 2Z Ni11184111 6 HEIGHT GLASS ••••'NpW ,•�• 1 1 j 1 j DLO 10 LOCATION.ON OALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �Py P`.E NS TGll��, 1 I 4 I -.•G +. F•.ti.� 1 C ---- U 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4'FROM BOTH ENDS. No 58201 I.-P C A A12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36'x 62'. 45316" 6 � :fit STATE OF �'�! GLASS DLO ~—GLAss DLO ~ �S C O R 1 Q' MAX SASH WIDTH MAX ASH WIDTH Lucas A.Tumer ��islQAIA�'�N`•�� 2015-04-09 12:43-04:00 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: DESIGN PRESSURE GENERAL NOTES AND LOCATION MAX. UNIT SIZE RATING IMPACT RATING ELEVATIONS TABLE OF CONTENTS - ORAWN BY: DATE• GENERAL NOTES&ELEVATIONS.....1 NO - VHZC53-1/8"X 76" SF ADE 06/10/08 GLAZING DETAILS...............................2 HVHZ +/-67.5 PSF DWO#: REV.: SECTION VIEWS&ALT.FRAME........3 LARGE MISSILE IMPACT EXTRUSIONS&B.O.M.........................4 NON-HVHZ - CWS-155 C ANCHOR SCHEDULE&NOTES..........5 36"X 62" + SCALE: SHEET INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF 1:1 1 OF 6 . • ... . . . ... • • • • • • • • • • • • ••• • • • • ••• 7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS 00100 WINDOW SYS'MM� 1/8"ANNEALED • •• • • 1/8;ANNLD 1900 SW 44TH AVE. 7/16"AIRSPACE • • ! • -Rl:'AIRSPtE OCALA,FLORIDA 34474 5116"LAMINATED GLASS • • • • 5m LA�INATEDGLASS WWW.CWS.CC---- ----- 1/8ANNEALED 1/8'ANNEALED 8100 PVC .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT SINGLE HUNG 1/8"ANNEALED •"• ; : '. • Ar 4AIRALED IMPACT DURASEAL BY TRUSEAL •• • DURASL BY TRUSEAL 18 PURFECT GLAZE"H'OR SIKAFLEX 552 ••f • • •• P•UR1'GLAZE"H"OR SIKAFLEX 552 �n r c 1 o o H 12 1/2"GLASS BITE 112"GLASS BRE ro p W 0 } 31 r W F- Q m fn v v 0Z m m ¢ 0 4 0 a o V fA NLU > w w w O IL a a d DW G D F hW-- �u Q GLASS TYPE A W GLASS TYPE A a a a SASH LITE FIXED LITE Z ,,,tgNtUrfrrrr 7/8"OVERALL INSULATED GLASS 718"OVERALL INSULATED GLASS ��`�� PND W T r&4i, 118"TEMPERED 1/8"TEMPERED `,�JOP`�•�\O E NgF GPy`� 7116"AIRSPACE 7/18'AIRSPACE v No 58201 .�9 5116"LAMINATED GLASS 5/16'LAMINATED GLASS :9 STATE OF ,•kr: 1J8"ANNEALED 118"ANNEALED 0„O y !v .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT i�i�s..<O..t... 1/8"ANNEALED 1/S'ANNEALED �NA,.... C DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL X 18 PURFECT GLAZE"H"OR SIKAFLEX 552 (181 PURFECT GLAZE"H"OR SIKAFLEX 552 419/21115 LUCAS A.TURNER,P.E. (21/2'GLASS BITE 1/2'GLASS BRE FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: a O GLAZING DETAILS DRAWN BY: - DATE' ADE 06/10/08 DWG#: REV.: GLASS TYPE B CWS-155 C GLASS TYPE B SASH LITE SCALE: SHEET FIXED LITE 1:1 2 OF 6 . • .•. . . . ••• .. .. • • . .• .• • • • ••• • • • • ••• 7� r INTERIOR �j/� • •• • • • ••• WINDOW SYSTEMSLL�� 3 • 1 • • • • •• (48; 10 39 11 21 15 3 1900 SW 44TH AVE. • •• • • • • • • • • OCALA,FLORIDA 34474 • • • • •• • • WWW.CWS.CC go 41 8100 PVC o SINGLE HUNG . . . . .. ... .. : :. •. IMPACT 12 21 IilI- 2012 20 zs NO- W SECTION VIEW B-B m uLLj o wl- ¢ m NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, y RIGHT SIDE SHOWS SASH SECTION VIEW. LL LL w O IgO� a o Vcn 12 >`- N N LL 7._ Lu 6 Q 2 O Lu 38 a a a d D D D 31 I 29 ¢ ¢ ¢ CO 5 7 > > > O 4 INTERIOR a .. J,6V�� 8) Um ¢ Z � / ttnm�nq v: No 58201 %'�� _ 8 13 :SOS STATE OF • 4444/ (122 141ID N (+��,.�• ��— O LUCAS A.TURNER,P.E. 4 1s FL PE#58201 1239 JABARA AVE. 2 NORTH PORT,FL 34288 PH.941-380-1574 41 SHEET DESCRIPTION: SE TI VIEW C-C SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME SWEEP LOCK REQUIRED NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 62". DRAWN BY: DATE' FOR UNITS 36"x 62"AND UNDER. ADE 06/10/08 DWG#: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-155 C SCALE: 22,27-28.33-37,43-45 12 30F6 6 • ... ... .. .. . . . .. .. . . . . . . . . . . . PARTS LIST • • ••• • • • • ••• FRAME CORNERRUCTION � � .�� REM PARTtt DESCRIPTION MATERIAL VENDOR � 31�, CONSTRUCTION 1 H�i1 Frame Head,Fig,Single Hung PVC MICRON 2 H-6W1 Frame Sill,Fig,Single Hung PVC MIKRON 1,2 ••• •••-f-115M6• • 1900 SDWO44THH AYE E�S3 H-1831 Frame Jamb,Fig,Single Hung PVC MIKRON • • • • •• OCALA,FLORIDA 34474 4 H-1836 Alum.Fused Meet.Rail ALUMINUM KEYMARK • • WWW.CWS.CC 5 S 6063 Fixed Rail Crner PVC MIKRON • • • • 8• • • 6 H-6027 Sash Top Rail PVC MIKRON 211/16° • • ••'1 9a' 7 H-1497 Reinforcement for STA ALUMINUM KEYMARK 1116' SINGLE HUNG 0 1116' 1116° CORNER WELD 8100 PVC 8 H-6028 Sash Bottom Rail PVC MIKRON •0 • • •• ••• •1 (ALL SIDES)9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK 0��0,'� IMPACT 10 H-6004 Sash Side Rall PVC MIKRON YMAR PVC FRAME FLANGE-6031 ••JIV**�•�Alc%0'18 :• ••FVC SASH TOP RAIL-6027 11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK • • • • • • • • • 12 S-6064 Glazing Bead PVC MIKRON •• • • • • • 996 •• m ro 13 P-3118 Keeper,Sweep Lock ZINC SULLIVAN a Iii 14 P-3541 #8 x 1/2•,Pan Head,Tek STEEL FASTENAL 3118• - 22r___ o o H 15 P�4Gi2 Sweep Lock ZINC SULLIVAN 0 0 16 P-46M Barrel Fastener STEEL FASTENAL ;47 - 1 1 pr - Y u- w 17 Block&Tackle Balance STEEL GALDWELL w F ¢ m 13l1s• �- 18 Purfect Glaze°H'a Sikaflex 552 SILICONE HENKEVSIKA 4 FIXED MEETING RAIL u7 19 Sash SEE SHEET GLASS CARDINAL 10 SCREWED wlrH LL w w O 20 Fixed SEE SHEET GLASS CARDINAL 1116' 3 9/16" 1518• 2 1/8° 1/16" 1:8 o mp Cn 21 P-3429 Wstp.,0.270 x 0.187 back FlnSeal NYLON ULTRAFAB N N LL Z 22 P-4638 #8 x 2-1/2 PH Mod Truss,Type A,TEK STEEL FASTENAL q 1116° www 0 cr 23 #10 x 1 112°Panhead SMS STEEL FASTENAL o n- o a 24 Flat Washer STEEL FASTENALm rt 25 S-6014 Screen Catch PVC MIKRON 1 ~1" PVC SASH SIDE RAIL-6004 FO(ED RAIL-1838 o a a rVn 26 S-6013 Screen Support PVC MIKRON > > > o 27 1 P-4051 1#8 x 1 1/4'Ph Fh TEK,Wht. ZINC FASTENAL PVC FRAME FIN-6048 28 P-3748 #6 x 0.625"Quad Fh TEK,Wht. ZINC FASTENAL Uma Z 29 P-3783 Impact,Lock STEEL INTERLOCKRE *,�4pwu�iq�r 30 P-4069 Impact,Keeper STEEL INTERLOCK 1 5/16' sns•J- - �p�� P�pw 31 P-4264 #8 x 3/4 FH PH w/#6 Head,TEK,Wht STEEL FASTENAL 112. 5116" t tte y ��V ...... 0 E NSF G�p,G•�� 32 P-3218 Screen Frame ALUMINUM ALLMETAL 4 5 J •F. 33 P-3321 Screen Carter Ke PLASTIC M&M 1 v: No 58201 t Y 7/B° � 1 15(16" 25 34 P-3228 Screen Spline RUBBER DAPA 1_ 6 645• T 1/16" 1116" 35 P-3581 Screen Cloth VINYL WIER —1/18' 9 STATE OF °� . + 36 P-3033 Screen Spring STEEL HURLEY PVC SASH STOP-6025 PVC SCREEN CATCH-SD13 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 :�{�:• �!k 37 P-3029 Screen Pull Tab STEEL HURLEY •�� 5°t a R 1®P aN'; 2° 39 P-3768 #8 x 5/8 Phil Pan 71nc RUBBERRA ZINC FASTENAL STENAWE �i . ...... 40 P-4479 Weepco%er PLASTIC M&M 41 P-3113 Screw Support RUBBER TEAM 314' 3/4• 5J8' 714. 42 P-6025 Sash Stop PVC MIKRON 43 P-3059 Sash Cam PLASTIC M&M 11t+ _ 1. 7 7rr LUCAS A.TURNER,P.E. 44 P-3295 Take Out ClipSTEEL SUMMIT T tlts" �v16° L 1116° FL PE#58201 1239 JABARA AVE 45 P-3342 Seam Sealer SILICONE SCHNEE REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 NORTH PORT,FL 34288 46 P-3752 Hale Plug PLASTIC M&M REINF.S B.R1S.S.R.-1498 47 H-6048 Frame Head,FIN,Single Hung PVC MIKRON PH.941574 48 P-4959 Wstp.,0.420 x 0.187 back NYLON ULTRAFAB SHEET DESCRIPTION:ION: 1/2BOM AND EXTRUSIONS 3116"L� DRAWN 8V: DATE ----__ r 3• y ADE 06/10/08 0 4,, DWG#: REV.: SCREW SUPPORT-3113 CWS-155 C NOTE;ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 12 4OF6 • ... ... .. .. . . . .. .. . . . . . . . . . . . a 000 0:, 15"MAX.O.C.(TYP.) - • •• • • �NNDO SYSTEMS 4-MAX(TYP.) 8•MAX.O.C.(TYP.) • • • 1900 SW 44TH AVE. 6'MAX(TYP.) • • •• • i i i i • •i ••• OCALA,FLORIDA 34474 6'MAX.(TYP.) 4°MAX.(TYP.) • • • • • • •• • • WWW.CWS.CG • • • • • • • 4'MAX(TYP.) 8°MAX O.C.(TYP.) -- -- -- -- •ANCHOR AT MIDSFAN('&Yj.S ••• • 4.MAX"P) i 6'MAX ITYP.) I 6"MAX(TYP.)- T� t 8100 PVC 6• I I •• T -- -- SINGLE HUNG 14' MAX O.C. I t .• ... ' ••• •y• �• ••. •• I IMPACT MAX O.C. (TYP.) • • • (TYP-) •• • • •i • 1013!18°•—(• V noa iL `IdTG RAIL 1 MAX O.C. Q MAX O.C. (TYP.) (TYP.) - O Q T L- cG LLL u W 4•(TYP.)- �/ �/ ITT -�MTG RAIL W LL Q m 4"(TYP.) /� /� 4•(TIM.)J I I v i m0 w O I I I I I I LL 4 14 4 4 W iaLU ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) < a a y SIZES OVER 36'x62' SIZES OVER 38'x 6Y SIZES 38'x82°AND UNDER SIZES 36•x 62°AND UNDER = j ? WO Uco 4Z *`��tttlt/1/Ilfff ,,��c10RE4y T(�4,i 6P•,v�GENSF..'�y�.. Z-4 f No 58201 :73 NOTES: ��Y STATE OF :,IU 1.INSTALL ONE CHOR T EACH INSTALLATION LL ANCHOR D. 2.SHIM AS REQ AT AEACH INSTALLATION ANCHOR ULOCATION. IING LOISPACING AD BEAR NG SHIMS. M ALLOWABLE SHIM STACK TO BE 1/4•. USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE It'll' CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.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 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE ANC 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,I'FOR WOOD AND METAL DRAWN BY: DATE: 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. ADE 06/10/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG•: REV.: CWS-155 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 125 5 OF 6 • . ••• . • •.. .. .. . ... .. .. . ••• • MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE WIN®OtR�SYSTEPIS BY OTHERS V4"MAX SHIM�•;•� •• SEE TABLE 1 Iy�l(Y.EDGE DIST. —SUBSTRATE 1 —MIN.EDGE • • • • • • • • •SES TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 • • • •• • • • SEE TABLE 1 OCALA,FLORIDA 34474 • • • `• • •1�I4'MAX SHIM -1 WWW.CWS.CC SUBSTRATE BY OTHERS-...__ • • • • • • • • • 1 SEE TABLE 1 MIN.EMBEDMENT • MIN.ENW DIST. ••• • SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8100 PVC BY INSTALLER INSTALLATION ANCHOR SINGLE HUNG INSIDE AND OUT SEE TABLE 1 •• • • .•. :•• :•• ••• MIN.EMBEDMENT SEALANT BEHIND - • • • • • •• • SEE TABLE 1 IMPACT FLANGE BY INSTALLER —1/4"MAX.SHIM a • • • • • i•• i • • • • • • • ••• ••• N `" C •—PERIMETER SEALANT a n W —PERIMETER SEALANT BY INSTALLER 0 0 BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR LL. W SEALANT BEHIND SEE TABLE 1 W F g m INSTALLATION ANCHOR LANCE BY INSTALLER SEALANT BEHIND SEE TABLE 1 FIN BY INSTALLER v v p O B HORIZONTAL SECTION C\ HORIZONTAL SECTION �i LL ¢ 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE U <n HEAD AND SILL SIMILAR FOR FIN INSTALLATIONN N LL Z > W LU W W 0 cc CL a a I- 0 0 0 U r 1/4"MAX.SHIM a o o SEALANT BEHIND - > > FLANGE BY INSTALLER O U m Q Z PERIMETER IBY NSIDE AND SEE TABLE EMBEDMENT , PS�PN..........S+��,'r, �.O.'v F'•.2•. SUBSTRATE BY OTHERS / / Z-4 • No 58201 SEE TABLE 1 MIN.EDGE DIST. EE TABLE 1 =ro; A VERTICAL SECTION X90:•• STATE OF J*4U 6 TYPICAL SILL ANCHORAGE ��'��'A,C 0 ER 10 — ��4SS,ONA"�N�� TABLE 1:APPROVED INSTALLATION FASTENERS L Fameem"WETTIlve— ANCHOR TYPE MIR WsemmEff.72-1/2- FLANGE LUCAS A TURNER,P.E. 01 FLANGE CONCRETE(2.0 KSI MW.) 3/16"ITW TAPCON 1-1/2' - 39 A#RA AVE.PERIMETER SEALANT—--" 1239 JABARA A FLA 1 BY INSTALLER NORTH PORT,FL 34288 INSIDE AND OUT FLANGE CONCRETE(2.65 KSI MW.) 3/16°ELCO ULTRACON 1" PH.941-380 1574 ' D `• HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 6, BOX FRAME INSTALLATION SHEET DESCRIPTION: 2XMW.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 13!8° HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, oaAwN ev: - oaTE 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE ( KSI YIELD MW) TEKS SELF-DRILLING SCREW THRU 0.060' 7/16° ADE 06/10/08 1/8"ALUM.(D MIN) MW.)OR #10 GRADE 5SELF-TAPPING! Fuu THRF6D MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-155 C 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125° PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FW 2X MIN.SOUTHERN PINE(G-OM) #8 WOOD SCREW 1-1/2' 7/16" SHOWN FOR FLANGE WINDOWS. gam` SHEET 12 6OF6 PRODUCT APPROVAL NUMBER: FL #16177.1 OPENING IDENTIFICATIONS: 9. SH 0000 11 . SH ' . . 0000 0000.. .0000. 13. SH 0000.. . 0000 00000. 0000 0000 14. SH .::::. •..:: :::::• 0 . . . . .. .. 6600 ...... 15. SH • 00 0000.. . ;0000. 20. SH 00.11 : ' 0000 0000.. .. 21 . SH 22. SH 23. SH 8/11/2016 Florida Building Code Online Jill BCIS Home Log In User Registration I Hot Topics i Submit Surcharge ! Stats&Facts Publications I FBC Staff BCIS Site Map Links Search Florida 00 : Product Approval USER:Public User Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 •s•• ekoss@cws.cc • • • •••• •••••• •••••• •• • •••••• Quality Assurance Representative ]ay Lathrop s••�•• ` • • Address/Phone/Email 1900 SW 44th Ave. ••s•ss Ocala, FL 34474 s••••• •••s• • • • (352) 368-6922 Ext 291 sees •s•s ••••. lathro @cws.cc •••••• • .. • • j P esss• • ••• • ••• •ssss •s•ss• Category Windows ;••�•� • s• Subcategory Single Hung • • s•• • •s s s:• s • • • s s • • sss•s• Compliance Method Evaluation Report from a Florida Registered Architector 3 Licensed • Florida Professional Engineer •• e Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE .' Validation Checklist- Hardcopy Received Certificate of Independence FL16177 RI COI EvaiRep CWS-812B(SH-8100. IMP. NoSillAnch).Dddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards httpsJ/www.floridabuilding.org/pr/pr_app /o2bJrew%3d%3d 1/2 8/11/2016 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16177 R1 11 CWS-812B (SH-8100. IMP. NoS111Anch).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other.SH-8100 PVC Impact, no sill anchors required. Safety FL16177 Rl AE DuPont PVB NOA 13-0129 27.Ddf glazing required on outer lite above 30 ft. in HVHZ. Glass FL16177 RS AE EvalRep CWS-812B(SH-8100.IMP. complies to ASTM E1300-04. NoSillAnch).Ddf FL16177 RI AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes Cx�cC. Pdcz�C Contact U5::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 •••• The State of Florida is an AA/EEO employer.Copyright 20D7-2013 State of Florida. ::Privacy Statement::AlsslbWtyitatement!Mefund Statern •••• •• • • 0000 • Under Florida law,emall addresses are public records.If you do not want your a-mall address released In response t� publikgords rAuestpdo iot send eledT* mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please nl�aett 3300 487.139!!•Pursftnt to SM*I*••• 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide thasgeov"Wnt with an emI address if they have• one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to s �. personal address,please provide the Department with an email address which can be made available to the public.JoRtIlRd I e If you ai••M•ensee unde+ apter� 455,F.S.,please cildc here. • 4, 0000 0000 0000• Product Approval Accepts: 696966 • •• • • 0000• Cl FIN-1 eC9 M 00'00' 00.0.0 0000• • •00.0• 0 00 Credit Card Safe . . 0.0.00 httISJ/www.floridabuilding.org/pr/pr app o.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QgDbmBIPjuPdYuGeM3yYU882%2bJrow*/o3d%3d 212 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44b Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements of the 5ffi Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812B, signed and sealed by Lucas A. Turner,P.E. 3) Test Report NCTL-210-3815-1A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turnery P.E. Gee • • 0000 000000 Installation: Units must be installed according to approval document CWS-812B. ••• 0000 .• 000000 00 . 00000• Limitations of Use: This product: sees** 0 0 • 0000 0000.. • May be used in O/X configuration in sizes and with max.glass DLO heights. shown 1%... • 812B . .. 00:00' • Is impact resistant and does not require the use of shutters •• ••• '.:..' asses• • May be used in the High Velocity Hurricane Zone .. ••• • • • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Fe ed •••••• required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB;-j4BAjm)inboard lite :0000: • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 •.; • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`"Ed. (2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. �011111rlil,1 CRE ?�sri �'� C' ............ _r; filo 58201 •� 4/18/2015 -c O` Lucas A. Turner,P.E. :,�'"0% STATEOF F: ` FL PE#58201 ''.�,;'s, 0.00..•••• ,C'• Lucas A. Turner C' Lucas 2015-04-18 • • •• • • •• .. .. . .• •. .. .. •. . . . . • • . . . . • . . ••• SINGLE HUNG - LARGE MISSILE IMPACT OTES: aRmTm 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED NOOW SYSTEMS • • TC0 'L WITH THE FLORIDA BUILDING CODE(FBC),CURRENT • • *a • : : • RIO LUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1 SW 44TH AVE. • • • • • • ISDAATED OR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED ALA,FLORIDA 34474 • • • • • • • IYASTIT E 1996 PER THE FBC. WWW.CWS.CC 2.G I 531/8'MAX OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:'O/X°. 517/8" SINGLE HUNG MAX UNIT WIDTH ••• � i ••• �•• Sao DEreIGN PRESSURE RATING: 47,1/16°GLASS DLO • ••• • • • • •• -NEMATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT • • • • • •° • GLASS TABLES ASTM E-1300-04. A ••• • • ••• s o 0••-PQylf IVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a INFILTRATION TEST PRESSURE AND GLASS TABLES ti i -- -- - ASTM E-1300-04. o I- 63° _ __ 5.ANCHORAGE:THE 33 1/3'/STRESS INCREASE HAS NOT BEEN USED MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHORmt a } OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD w m m FLANGE ANCHOR CALCULATIONS. Ca HEIGHT z O Z B I B 2613116' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE � o L) GLOSS NOT REQUIRED. b m_ N O Z I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT wLUCC O 61 a/4° I II Cl USED AT FIXED MEETING RAIL AND JAMB. a a a LL HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. a $ Cr 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: A 12101 I I X=OPERABLE SASH,O-FIXED SASH 1-H a o 30 3/t 8° I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z SMASH I GLASS LOCATION. �0` , RE W b!'4 HEIGHT Y DLO ♦, N .... T �, B 11.EXTERNAL WEEP SLOT-1/4'x 1-1/4°LOCATED 4'FROM BOTH ENDS. ��JGp`;.�`G E N gF GQ,i.,� v: No 58201 '�'A r I 4 I 6 *: * •:ik= U I Lucas A. 9� STATE OF :44U %Tumer ,,� ;� P41 A A 2015-04-11 �'•,FS+,4.o R k� *,N e 15:15-04:00 ''•.Si�NA 45 1/16"LO GLASS DLO ,8 318• 4/11/2015 MAX SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWNBY: DATE: GENERAL NOTES a ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL................................2 MAX. UNIT SIZE IMPACT RATING SECTION VIEWS.................................3 RATING DING#: REV.: EXTRUSIONS&B.C.M........................4 CWS-812 B ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS....................6 Ste' SHEET 1:15 1 OF6 • . ••• .0 vwN`��wls • • . . . . .; ... • 1900 sw 44TH AVE. ' : V � • • • • • • . OCALA,FLORIDA 34474 :08 i 0 i •i www.CWS.CC 8'100 PVC •• •• ... .• SINGLE HUNG • • • � . ... . . . . .. . IMPACT . . . . . 09 o � 7/8"OVERALL INSULATED GLASS 7/8°OVERALL INSULATED GLASS Q j W 0] 0] 1/8"ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED m LL N O 7/16"AIRSPACE 7/16°AIRSPACE S 5/16°LAMINATED GLASS 5/16"LAMINATED GLASS v WLA O Z N > 1/8'ANNEALED 1/8"ANNEALED w ¢ O cr a � F 090°PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT z cr 1/8"ANNEALED 1/8"ANNEALED o w DURASEAL BY TRUSEAL DURASEALBYTRUSEAL :' . 4 PURFECT GLAZE°H°OR SIKAFLEX 552 4 PURFECT GLAZE°H°OR SIKAFLEX 552 0] < Z ►►►►*p1DREw'Flog 1401 1/2°GLASS BITE 14 1/2"GLASS BITE ►►� P 48 v : Z No 58201 1 1 9"L STATE OF :OT.A' FS ► S/ONA` 1�►►► r FIXED LITE 4/11/2015 ED LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTICN: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: CWS-812 B SCALE: SHEET 1:1 20F6 •• •• • . . •• •• • • • . • • • • • • . ••• • • • • ••• • 29mo•• • INTERIOFj • • • • • • •e• 1900 SW 44TH AVE. • • •• • • • • • • •i •• OCALA,FLORIDA 34474 • • • • • • •• • • WWW.CWS.CC 45 ••3 ••• ••• •• • 0 1 3813 3 4 45 8100 PVC o •• •• SINGLE HUNG • IMPACT ••• • . • • • • •. -• • 45 :54w, 33 14 4 SECTION B-BZ NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, P RIGHT SIDE SHOWS SASH SECTION VIEW. Q W W IL F cr 0 o a 1a 3s Uzi; Q N 8 2 O 13 INTERIOR ca 111-1 z 9 ,,•p��uu4U�4 48 ,��•� p.NORE4y�.iii a a .•P5.• No 58201 :-P 14 3 'P STATE OF •:4& .�� oA R%0-,"P �`,�. � �N �1 a 3 z� 3 4/11/2015 to 7 6 LUCAS A.TURNER,P.E. 2 a FL PE#58201 3 1239 JABARA AVE. 0 NORTH PORT,FL 34288 PH.941-380-1574 D SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG 4: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 12 30F6 •. +• .. .. . . . . . . . . . . PARTS LIST • • 000 FRAME CORNER REM PART DESCMain r.,S VENDOR MATERIAL IL CONSTRUCTION 3 1/8° 1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 99MM 2 H�031 Main Fr.,SH,w/Fig.,PVC,Sill Mlkron Vinyl 000 • •1 5A s^ • •+• 1900 SW 44TH AVE. 3 Ml Main Fr.,SH,w/Fig.,PVC,L Jb. Mikron Vinyl + •• • • • l • • • •• 23/16' 1900 S, 44TH VE. 4 H�031 Main Fr.,SH,w/Fig.,PVC,R Jb. Mikron Vinyl eF. • • e WWW.CWS.CC A 34474 6 S-1577 Impact Hoak Keymark Alum • • 10 • • 8 H-6027 Sash Most.Rail,PVC Mikron Vinyl 211/16' 4 15/8° •• • 15/8' 9 H-1497 ReInf.Sash Meet.Rail Keymark Alum 1/16° 1/16• 8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl D •• • 1/16' CORNER WELD SINGLE HUNG (ALL SIDES) 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl • • • • • �•• i•+ ••• 1:8 IMPACT 13 S-1498 Reinf.S.B.R./S.S.R PVC FRAME FLANGE-6031 •• ••4PVOSAGH E641.RA -6028 0. •+ PVC SASH TOP RAIL-6027 14 S-6064 Glz.Bd.,7/8" Mikron Vinyl ••+ i 0 •• •i i•• ••• 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl ,o N 19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 20 5-6029 Sash Stop/Filler,PVC,Ven. Mikron Vinyl 131101- 23 3116°23 H-1699 Reinforcement,SBR Keymark Alum 7/8' 24 P-2190 Balance BSI � 1 1 Y F •• 25 7-3059 Sash Cam,PVC BSI Plastid 9/1s•� w m m 26 7-3046 Take Out Clip BSI SSV �" 1 F�/8° 21/8° t/16° FIXED MEETING RAIL rA 27 P-3783 Lock,Impact,PVC Interlock 1/16° SCREWED TOGETHER WITH a Z 1/16' OUTERFRAME g O 28 74069 Keeper,Impact,PVC Interlock Zamac 1:8 a in b w 30 7-3215 Weep Coder w/Flap Geer Plastic REINF..IMPACT HOOK-1112 a c Z w 32 P-3429 Wstp.,0.270 x.187 back FlnSeal,Gray Ultrafab PVC SASH SIDE RAIL•6004 FIXED RAIL-1836 w O tL 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel o a 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5✓i 6° 9/16' z U 39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 5(t s^ t t/8°y o W 40 F 92--#8x3/4 al PH w/#6 Head,TEK,Will. Hub City Steel 0 . I ¢ o 44 P-33-3342 Seam Sealer,SM-5504 Schnee 7/e° to 16116. 19 45 P-3752 Cap Plug,1/2°Hole M&M I Nylon 1/16' 045' 1/16" m a z 47 P-3438 SikaBex 552 or Purfect Glaze"H" Sika/Henkel t1�l�rrnl►1 48 P-3352 Set.Blk.,85 Dur.,1/8'x 5/8'x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FOXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 51 P-3881 Temporary Lbl.(NFRC/DP) �J�p`3r GEddg'�G�P��•„ 52 P-3613 CWS Lbl.(logo) Pro Label 3/4• fie• y.�G�• e F�•.,j .M 53 Sash SEE SHEET GLASS , 3/4• 1/4° y v; No 58201 54 Fixed SEE SHEET 2 GLASS 3/t6�1 to 56 P-3281 Spacer Duraseai r 13 15111 it I 1 1/18° 1° 9 WF8" r — 62 P-3218 Screen Frame,Hartz. Allmetal Alum t/16 Ilrr LL�� t/16° '9 t STATE OF LO•. •kr. 63 P-3216 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD 6064 y�FS ,O R t0 P,�Na,.� 65 P-3581 Screen Cloth,64 P-3321 Screen etPlastic Comer Key Allmetal 18 x 16 Flbe ass enue 66 13-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl �rZ 67 P-3029 Screen Pull Tab Summit Alum 4/11/2015 68 P-3033 Screen Spring,SS Fl.Screen SS 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/16' FL PE#58201 72 S-6063 1Co-ar,Fixed Rail Mikron Vinyl O 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 1#8 x 1/2',Pan Head,TEK Fastenal Steel PH.941-380-1574 1 5/16• 1/2' SHEET DESCRIPTION: LINE ITEMS NOT USED: 6 5 3/16' -3• —{ BOM AND EXTRUSIONS 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 7/8' 17-1 O L_ t/16• �— SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 S-1577 DWG REV.: CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCS: SHEET 1.2 40F6 :0.0: . .. . . . . • • • • • ••• 6"MAX"P.) • • 1 o?Ax ac.e('MP.) ••. • 000 •• • 1900 SW 44TH AVE. 6"MAX ITP) • • • • • • • • • • • OCALA,FLORIDA 34474 WWW.CWS.CC •• ••• • 1 SEE NOTE 2 101/2' 8100 PVC MAX O.C. •• L • • • v :80 •• SINGLE HU NG ••• • • • • LLIMPACT • • ••• • • S ) •• • • be •• N 1 1 F 'o Qo ___ry M�RAIL F 4"(TYP) G W m m 1 I N I I c-j N Z t"i o 0 Y Y m La 101/2" /\ ¢ W 0 W MAX O.C. wa IX F Q (TYP.) o a_ I I 4 I CL3y L1 Lu � ¢ O 4"WM.) -- -- -- m Q 0 IIIIIf tlglp�. 4"(�•) NO ANCHORS REQUIRED IN SILL ANCHOR LAYOUT-(FLANGE) v. No 58201 t 1� NOTES: W.. STATE OF10 ;4 Rtr` 1.INSTAL! ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL �1+�F'�<O R 40.?. N , 2.SHIM AS REQ 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 ,r,,IS$lONpi ftG,, CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 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#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. 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 THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL DRAWN BY: DATE: 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. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: CWS-812 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: FMA/AAMA 100(FIN WINDOWS),FMAIAAMA200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) ��E' SHEET 1:15 50176 go 00 0 so 00 0 . • • • • • • • • • • . . . . . • • • ••• TYPICAL HEAD ANCHORAGE • MENT•• • • • •••SEE TABLE 1SUBSTRATE Qw0m MIN.EDGE DIST. • • • • • • • •• • BY OTHERS 1900 SW 44TH AVE, SEE TABLE 1 • • •• • • • • • • • • 1/4'MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS ••• ••• • • WWW.CWS.CC SEE TABLE 1 • •• *00 • MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC BY INSTALLER SEE TABLE 1 INSIDE AND OUT SINGLE HUNG ••• • • ••• ••• ��TST4LLA•PION ANCHOR IMPACT SEALANT BEHIND • ••• • • • • •wSEE TAJU 1 I_ • • • • • •• • • FLANGE BY INSTALLER 1/4'MAX SHIM • • • • • • • • • •• • • • • • ••• •• ,n N .- w o °r_ Q � � o PERIMETER SEALANT y BY INSTALLER mt Q j: INSTALLATION ANCHOR INSIDE AND OUT w m m SEE TABLE 1 SEALANT BEHIND co N O FLANGE BY INSTALLER 0 HORIZONTAL SECTION o CONTINUOUS DOUBLE 3/16'BEADS OF > 6 TYPICAL JAMB ANCHORAGE ¢ w Z w TREMGLAZE U1600 SEALANT AROUND w ¢ O Q PERIMETER AT ALL INDICATED POINTS a F BETWEEN FRAME AND BUCK BY INSTALLER. o o a Z U 1/4'MAX SHIM to SEALANT BEHIND O FLANGE BY INSTALLER im Q 0 z PERIMETER SEALANT A LOSEE TABSE INSIDE AND OUT EMBEDMENT ,,��P�PpIORE4y,PG�� +`-moi: No 58201 �9• SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 s :a �A1 VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE aeel NA� 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. S ANCHOR TYPE ST, FL PE#58201 PERIETER SLANT 1239 CONCRETE(2.0 KSI MN.) 3116"ITW TAPCON 1-1/2° 1-1/8' BY NSTALLEREA NORTH JABARA AVE. PORT,FL U 117 PCF MN. 3116'ITW TAPCON INSIDE AND OUT PH.941-380-1574 2 C CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1° 1' HORIZONTAL SECTION 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3116°ELCO ULTRACON 1-1/4' 2-112° HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"ITW TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8° 7/8" OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWNDATE: 16 GAUGE(0.060')MN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULLTHREAD BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16° MIN. E FILLET,F LL PERIMETER, ADHESIVE CAULK IS APPLIED DWG s: REV.: INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B 1/8'ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16, PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 11W SJEEL(33 KSI MIN.) DRILLNG SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 60F6 PRODUCT APPROVAL NUMBER: FL #16736.1 .006 . . 9999 9999.. OPENING IDENTIFICATIONS: 9999 669.69 9999 9999 9999 9999. 99.69. . . . . . .. 9999. 17. HS :. .. 00:0809999.. ,9999. . 9 • • 0 9 9096.. 99.669 9 1 . .. 999996 • ... . 9 6 19. HS 60 8/11/2016 Florida Building Code Online 0~ w. .: BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff I BCIS Site Map Links Search b'r '�Product Approval �9 USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail a FL* FL16736-R1 �' -- Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss •••• Address/Phone/Email 1900 SW 44th Ave. • • 006600 . •••• Ocala, FL 34474 •••` 0000 • • • • (352) 368-6922 Ext 291 000000 • ekoss@cws.cc • "`• • •••••• 0000 0000•• 0000 • • Quality Assurance Representative ]ay Lathrop •68**• •see* + •• •• Address/Phone/Email 1900 SW 44th Ave. ****so • •• • • Ocala, FL 34474 • • • • • ••••• •• •• 0000 (352) 368-6922 Ext 291 •0600• jlathrop@cws.cc •••••• • •• • • • 6 • Category Windows • • • 0000•• Subcategory Horizontal Slider • •••� s 0 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL16736 R3 COI EvalReo CWS-8718(HS-8200. 74x63. IMP).pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards httpsI/www.floridabuilcing.org/pr/pr app o.asp(?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d°/p3d 1/2 8/11/2016 Florida Building Code Online 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 Summaty 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 Instructions Approved for use In HVHZ:Yes FL16736 RI H 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 Missile,74"x 63", DP+/- 60 psf. Outer lite in FL16736 RI AE DuPont PVB NOA 13-0129 27.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvaIReD CWS-871B(HS-8200. 74x63. Glass complies to ASTM E1300-04. IMP).Ddf FL16736 Rl AE Ouanex (Mikron) NOA 12-1017 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 Instructions Goes Approved for use in HVHZ:Yes FL16736 Rl A CWS-8696 (HS,8200 11 Q.IMS P)_Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Tur%jr 98Wl 0000 Impact Resistant:Yes Created by Independent Thlyd Party: Yey•":•, • Design Pressure: +60/-60 Evaluation Reports ***:so •• • •••• Other: Large Missile, 111"x 63", DP+/-60 psf. Outer lite in FL16736 Rl AE DuPont Fd9#I40A 13-0129 27.odf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 RI AE DuPont Srvk=A 11-06 4 df ••••• Glass complies to ASTM E1300-04. 81, FL16736 III AE Evallket?Q 5-86913(HS-82 ,•111x6. IMP) . sees ••••• FL16736 111 AE Ouanex'(1 6 NOA J2-1©!7 02.Ddi•:•• Created by IndependentdMi rd Party: Yes•••0•••0 •••••• • • �ocis r�1en¢ •••••• •••••• Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455,F.S.,please didc here. Product Approval Accepts: 0 FO-91 R IrEw Credit Card Safe httpsJ/www.floridatwilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDqu8obl%2FIZm6TgPohLz6ontOaKpvglON3eNaBBBv4AgMA%3d%3d 2/2 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5t' 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,-1A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09,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: ...... .. ••••• • Maybe used up to the sizes and daylight openings indicated in CWS-871B..:.. • Achieves design pressures of+/-60 psf 4,....4, •••• • • 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. 13-012&.2w:. .' • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.•12-101;Q�;;• •••• • . t I have evaluated the interlayer and framing materials in these Dupont and Qua'nex 1V OAS aril fmd • that they comply with the requirements of the 5t'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. ��.1kill# lrrr, ei� ipRE No 58201 'P STATE or 4u 4/18/2015 0 '4!%r' 40 Rtip ••'N .`' Lucas A. Turner P.E. '+r*/0NpM�� +'�` FL PE#58201 411 Lucas A. Tumer 2015-04-18 22:21-04:00 . . ... . . . ... .. .. . . . •• .. . . . . . %:. . . . . . • • • ••• • `.. N!T !• HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED DOW SYSTEMS • • COMPL WITy FLORIDA BUILDING CODE(FBC),CURRENT 180 W 44TH AVE • • • • • • RjTION Ip1 UDINHE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND FLORIDA 34474 • • •• • • •IS iIARED FOR WIKW ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED • 11tl STM E I�96 PIER THE FBC. CWS.CC 751/4"MAX OVERALL FLANGE WIDTH • • • 2.&AZING 3.CONFIGURATIONS:°Ox°,"XO". 8200 PVC HORZ.SLIDER 74"MAX UNIT WIDTH •• • • • •• ••• • • • • • • 40-NEG N V ESSLGE RATING: IMPACT 33'GLASS DLO • ••• • • •_NEGRRVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A : : : :�p TABLESPPSTM E-1300-04. •• • • • •-PpSSWJ D jSj LOADS BASED ON,TESTED PRESSURE,WATER n v INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. a a I 5.ANCHORAGE:THE 331/3°/STRESS INCREASE HAS NOT BEEN USED Y w o 641/4, I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR g o MN DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w a m FLANGE B B ANCHOR CALCULATIONS. HEIGHT I U Z 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT O I I I REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT o S2 i I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w Z 63° MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND a 0 0 LU MAX UNIT FLYING DEBRIS. o a HEIGHT O X 599/16" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANTMAX a U SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a w I I I I HEIGHT v 0 8.SERIES/MODEL DESIGNATION HS-8200. m Q 0 Z 5613/16" I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: GLASSB X=OPERABLE SASH,O=FIXED SASH ��•1ORE �h��i DLO I 5 ,% C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR VPS;•-'OG E N SF D •,Q,y4 5 LOCATION. No 58201 'g� 5 11.EXTERNAL WEEP SLOT=1/4°x 1"LOCATED 4"FROM BOTH ENDS. C OF ('fJ 9733" A Lucas A. '�F�: ;O GLASS DLO Tumer I�''4 i� A� � 36 5/16"MAX SASH WIDTH 15:18- 4:0 15:18-04:00 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS...........1ADE 10/10/13 SECTION VIEWS&GLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#., REV.: AANNCHORSCHEDUL USIONS& a'ivo s::::::::::::::::a 74"x 63" +/- 60 PSF LARGE MISSILE IMPACT CWS-871 s INSTALLATION DETAILS...........................5 SCALE: SHEET 1:15 1 OF 5 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . So . ... wnN`��srsTew+s l�� • IR(ri ERIOR • • 70 ••e o 2 1900 SW 44TH AVE. • • • • • •• • • •• • • OCALA,FLORIDA 34474 • • • • • • 11 1 18 1 s • •• • WWW.CWS.CC 8200 PVC • ••• HORZ.SLIDER • P IMPACT r � N Q O O 41 40 3 t 39 W Q m SECTION B-B y U ZO 8 11 NOTE:FIXED LITE AT HEAD O AND SILL IS SIMILAR. w t Z LU Wa. C3 r r t9 0 oa LU t7 U 38 pLu Lou 1 1 7 U 0 36 mQO 19 Z 41 4HEAD ,,,��ptugllllll, IMPACT H ) ,`��P>,70REby TG4rr 4 (ITEMS 35&36) 7/8.OVERALL �CJ�,'•y\G E N SF•.'Q,LrrrM Z,.. No 58201 1/8'ANNEALED or TEMPERED INTERIOR 1 7/16'AIRSPACE 1 :9 STATE OF40 1 1 5/18'LAMI �ir0..�•A' P .•lU�: t!8'ANNEALED rr <O R%'� •GN SWEEP LOCK(1 YP.) r'•ll�iS�0NAL.Ski0 43 ON Y ENGAGED PRIOR FORCE WINDS. M DUPONT PVB INTERLAYER l ot LOCATED AT THIRD POINTS 1/8'ANNEALED 'x` 19 4 (ITEM 27) 4/11/2015 PURFECTGLAZE'H° t3 SIKAFLEC552 LUCAS A.TURNER,P.E. t FL PE#58201 41 1239 JABARA AVE. e 5 NORTH PORT,FL 34288 PH.941-380-1574 5 1 16 1/2'GLASS BITE SHEET DESCRIPTION: 0 3 SECTION VIEWS AND __ __ O GLAZING DETAIL a DRAWN BY: DATE: SECTION A-A HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS ADE 10/10/13 1:20 DWG#: REV.: SECTION C-C GLASS TYPE A CWS-871 B ALTERNATE FIN FRAME 1:1 SCALE: SHEET 12 20F5 . ... . . ... % .. % .. . . . . . . • • . . PARTS LIST • • ••ft/8• • • • 000 CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8" 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 1/2• 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum <00 WINDOW SYSTEPIS • • 3 1900 SW 44TH AVE. E •• • • • • • • 3 H-1836 Meet.Rail,Fxd. Keymark Alum • • • • • • • OCALA,FLORIDA 34474 • • • • • • 1/76 • WWW.CWS.CC 4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16' i#!ts• • �• i t� 1/16• 5 H-6048 Main Fr.,SH,w/Fln.,PVC Mikron PVC 1/76°• • p CORNER WELD 6 H-6050 Sash Meet.Rail,PVC Mikron PVCL (ALL SIDES) 8=PVC 7 H-6051 Sash Side Rail,PVC Mikron PVC �1° 1.8 HOFM SLIDER •• • • • •• ••• •• FIXED RAIL-1836 IMPACT 8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE 049 • • • • • • • • • • • • •• • 9 P-3029 Screen Pull Tab Summit • RUC 6RAblE WN-WO • • • • • • • • • • • t5 10 P-3033 Screen Spring,SS Hurley s" • • • 1 3/�" ••• •• 6 ro v 11 P-3113 Screw Support,PVC Team Plastic Rubber ��" 6 9/16° o N 12 P-3218 Screen Frame Allmetal RollForm 1 15/1 `7" C3 0 0 13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa ,5d8° � ,5I/e" 1 5✓a• 15/181 Y w 14 P4754 Screen Frame Comer Key Allmetal Nylon 1/16" I 1/1s• q t/t6. 1/16° FIXED MEETING RAIL w a Co 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone LL SCREWED TOGETHER WITH y OUTERFRAME v Z 16 P-3352 Set.Elk.,85 Dur.,1/8"x 5/8°x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6061 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 F _O 17 P-3429 Wstp.,0.270 x.187 back RnSeal,Gn Ultrafab c m 18 P-3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel fie. �- -{ 3/4° ¢ (3 0O w 19 P4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 03116 r+ I 2 a w F 20 P-3752 Cap Plug,1/2"Hole M&M Nylon L t 15/16° tns• ¢ or O 1/16° a U to 21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 v p 22 P4779 Roller,Tandem M&M Nylon ; s. t 5/te• 23 P4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel r 7/16• t 1/4° m ¢ Z 24 P4069 Keeper,Impact,PVC Interlock 1/18° 3/16"�� 7/a• fgln44 25 P4479 Weep Corer w/Flap M&M Nylon L r 3 �J g?;..••••••.. 26 P4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 T 1/18° 1/16° ,,��sp-;4�C E N SF•,�Q,fi�� 27 P4958 Rotary Lock Sullivan Zinc S.B.RJS.S.R-1498 ROLLER TRACK-1776 Z-4 No 58201 -A 28 28 P4952 Keeper,Rotary Lock Su11Man Zinc 03/16, *' O t/4° r7/a°1 9. STATE OF .Nu 29 P4959 Wstp.,0.420 x.187 back FlnSeal,G Ultrafab 7� 30 P4633 Barrel Fastener Fastenal steel 6" I 7/8° 41 9/18" 3t ''�"�0��` `OR 1 O 31 S-1112 Reirdorcement,Head Keymark Alum T 518'I' s 1— L ��i:.7§ ALE�s�+ 32 S-1498 Reint.S.B.R./S.S.R, Keymark Alum «rrhrt�ual 34 S-1776 Roller Track Keymark Alum L PVC GLAZEBEAD-6064 GLAZE BEAD-1112 ,1,6• z� 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 36 S-2000 Panel Catch,Head,Impact Keymark Alum 1/2°fTLIL� ° • ' 4/11/2015 37 S-6005 AMI Uft Mikron PVC its• LUCAS A TURNER,P.E. ,,, 1/ifi" FL PE#58201 38 S�013 Scm.Adapt.,w/Nib,PVC Mlkron PVC ~-3^ –I t/2" " 6 11 PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 1239 JAEARA AVE. 39 S-6014 Scm.Adapt.,PVC Mikron PVC T SCREW SUPPORT-3113 NORTH PORT,FL 34288 40 S-6063 Fixed Rail Coyer Mikron PVC PH.941-380-1574 41 S-6064 Glazing Bead Mikron PVC 5/16° SHEET DESCRIPTION: 42 GLASS SEE SHEET 2 CARDINAL GLASS 3s BOM AND EXTRUSIONS 43 Puriect Glaze°H°,SikaFlex 552 Henkel/Sika Silicone vis. PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: ADE 10/10/13 DWO#: REV.: CWS-871 B LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: 33 SHEET 12 30F5 .. .. . . . .. .. . • . . . . . . . . . ••• • • wlNoowsYsrErl--sLLa 121/2°MAX O.C.(TYP.) -�I 3° P ••• 000 •• ••• 000 •: 00: 1900 SW 44TH OCALA,FLORIDA E. 6•MAX.(TYP.) I (TYP.) 4°M!J(.(NP.= 8•MitC.O.C.(I7P.j • 3.oypi) SEE NOTE 2 • • • 34474 •• • • SEE NOTE 2 WWW.CWS.CC B°MAX(TYP.)— 4•MAK.(iYP� s s • • • • -- -- -- -- -- -- -- -- ------- INSTALLATION 8200 PVC ANCHOR(TYP.) •• I 000 1• I INSTALLATION HORZ.SLIDER i , I I • • I • • • • • •1 I ANCHOR(TYP.) IMPACT MAX O.C.• • • • •• • • • • (TYP.)•• • • • • ••• • m v I I n vii MAX O.C. I I I I I 1 I a 0 0 (TYP.) I O II X I I O X I Y W W Q m I Z Iy o L= Q a O W Lu a -- -- -- -- -- -- -- - 0 0 - U N ANCHOR LAYOUT-(FLANGE) Lu ANCHOR LAYOUT-JM m ¢ 0 z �:' No 58201 ..-P• :9 t STATE OF .*fir+ NOTES: .•�: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ' iSeONA, 2.SHIM AS REQ 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 SHIMS ARE NOT ALLOWED. x 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 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. # A AVE.123399 JA BARA A 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, 34288 SPECIFIED IN TABLE 1,SHEET 5. PH.941-380--11 574 SHEET DESCRIPTION: 6.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. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1°FOR WOOD AND METAL ADE 10/10/13 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. DWG#.1 REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 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: BCaLE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 120 4 OF 5 . . ... . . . ... .. .. .. .. . . . . . . . . . . MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS WIFIDOW SYSTEPIS MIN.EDGE DIST. 1/4'MAX SHIM •• SEf•TABLE�1 • MJ(J�F�GE DIST. SUBSTRATE SEE TABLE 1 SME 1 BY OTHERS 1900 SW 44TH AVE. i i• • • • • •i SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS • • • •• • VC-MAX SHIM W W W.CWS.CC SEE TABLE 1 •• MIN•EDGS MIST. 000 0 op MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8200 PVC BY INSTALLER INSTALLATION ANCHOR INSIDE AND OUT SEE TABLE 1 • • • •• ••• •• HORZ.SLIDER SEALANT BEHIND C� •• j• •• SEELEDMENT IMPACT FLANGE BY INSTALLER 1/4'MAX SHIM • • • • •• • O ••• • • • d • • • • ••• •• BY PERIMETER SEALANT BY INSTALLER o n�i PERIMETER SEALANT INSIDE ANINSTALLER OUT o o O INSIDE AND OUT INSTALLATION ANCHOR w SEALANT BEHIND SEE TABLE 1 W Q a}0 INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND N SEE TABLE 1 FIN BY INSTALLER U ZO (81 HORIZONTAL SECTION C HORIZONTAL SECTION 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE o ca HEAD AND SILL SIMILAR FOR FIN INSTALLATION Ri w Z0 Ir W n w a_ 0 c a � 1/4'MAX SHIM n W SEALANT BEHIND v FLANGE BY INSTALLER 00 Q Z 111111 PERIMETER SEALANT MIN.EMBEDMENT � Ilh� BY INSTALLER SEE TABLE 1 ,�� 1DRE►y T i�� INSIDE AND OUT �`�`GPG'•��G E Po S�GQ��i. SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. ' SEE TABLE 1 �� a A VERTICAL SECTION 9O STATE OF :��= 5 TYPICAL SILL ANCHORAGE10Cj,=��, Q 1-z- 4/11/2015 TABLE I:APPROVED INSTALLATION FASTENERS FRAME E Of LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3118°ITW TAPCON 1-1/2° 1-118' PERIMETER SEALANT 1239 JABARA AVE. FLANG BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(285 KSI MIN.) 3/16'ELCO ULTRACON 1• 1' INSIDE AND OUT PH.941-380-1574 �p1 HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16'ELOO ULTRACON 1-1/4' 2-1/2' 5 BOX FRAME INSTALLATION 3/16'ITW TAP CON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2XMIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7!8' INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KW IK-FLEX OR ITW FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLNG SCREW THRU 0.060' 7116" ADE 10/10/13 1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 4'FILLET F CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED owo#: REV.: INSIDE FLANGE 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 7/16' INSIDE AND OUT,,FULL PERIMETER,BY INSTALLER. CWS-871 B -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN . 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2' 1!2° SHOWN FOR FLANGE WINDOWS. ' SHEET 1:2 50F5 PRODUCT APPROVAL NUMBER: FL #16736.2 OPENING IDENTIFICATION$: 0000;;066:69 a , ;;,,,, 0000 0000 :0000: 25. HS ..:.. 0000 66:909 .... ::... 26. HS :.. ...... 9/5/2016 Florida Building Code Online 1,141,11 1 BCIS Home Log In User Registration I Hot Topics Submit Surcharge i Stats&Facts Publications FBC Staff I BCIS Site Map i Links Search Florida P r a�� Product Approval IUSER:Public User Product Approval Menu>Product ar Application Search>Application List>Application Detail FL# FL16736-R1 ' Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.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 Jay Lathrop •••••• •• • •••••• Address/Phone/Email 1900 SW 44th Ave. •••:•• • • • Ocala, FL 34474 ••••0: (352) 368-6922 Ext 291 • •• •••••• • jlathrop@cws.cc '°°° 00: °°° °°;°°• •••••• • •• ••••• •• •• •••• •••••• Category Windows •••••° • •• Subcategory Horizontal Slider • • • • • • • • •••••• • • • • Compliance Method Evaluation Report from a Florida 491rottred Archilg4 or a LicenjIV°°; Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL16736 RI COI EvaiReo CWS-8716(HS-8200. 74x63. IMP).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards httpsJ/www.floridabuilcing.org/pr/pr app d.aspx?param=wGEVXQwtDqu8oblp/o2ftZm6TgPohLz6ordOaKpvg]ON3eNaBBBv3yA MA%3dp/o3d 1/2 9/5/2016 Florida Building Code Online Certified By e Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16736 RI H 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 Missile, 74"x 63", DP+/- 60 psf. Outer lite in FL16736 RI AE DuPont PVB NOA 13-0129 27.odf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalReD CWS-8718(HS-8200. 74x63. Glass complies to ASTM E1300-04. IMP). df FU6736 RI AE Ouanex (Mikron) NOA 12-1017 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. Lim of use Installation Instructions Approved for use In HVHZ:Yes FL16736 R1 H CWS-869B (HS-8200 111x63. 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 Missile, 111"x 63", DP+/-60 psf. Outer lite in FL16736 III A uP t•PVB R A 13-012929. df ••••:• I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R3 AE DuPont SGP N A 11-06246Q2.Ddf • Glass complies to ASTM E1300-04. FL16736 R1 AE EvalRegQY,5,-$69B 1H5,;$2000 111xQ •• • MP . df • FL16736 RI AE Ouanex Mikron) NOA 12-f01-7--0-2-.&&*•••; Created by Independentrl'tl MOP•arty: Y13•••• • • 0000 0000• 0000•• • •• .0000 �acPc G�otts: •• •• 0000 0000•• 0000•• • •• • • • • 0000•• •006.9 Contact Us::2601 Blair Stone Road,Tallahassee Fl-32399 Phone:85D-487-1824• • • • 9 9 9 •9.966 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::AalsRiblllt0 StatemAI?:!Refilhd� Staterllent • Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,Edo not send electronic mall to this entity.Instead,contact:the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455,F.S.,please dldc here. Product Approval Accepts: 10 FOR] EH M Credit Card Safe https:/ANww.floridabuildirig.orgtpr/pr app o.asp(?param=wGEVXQwtDqu8oblg/o2RZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA°/*3dg/o3d 212 URNER 1239 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 44b Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-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 10l/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. •••• . 0000.. 00.00.. Limitations of Use: This product: 0• 0 0 0•• • 0000.... 0000 . . • May be used up to the sizes and daylight openings indicated in CWS-8691 ••;•0 0 :0000:000...• • Achieves design pressures of+/-60 psf0.0 0 0 0000.. 000099 . . • Is Large Missile impact resistant and does not require the use of shutters •••• •••• 00000 0 • . May be used in the High Velocity Hurricane Zone .0.00. 0.0 00000 • In the operable sash,requires Dupont Butacite PVB Interlayer�r Miami-1VajjN..O.A. 110• 0••••• 0129.271, and in the fixed glass requires Dupont SentryGlas Interlayer perMft4-Dade N.Q.A. 0 0 0 0,0 I 1-0624.021 0 0 0 0 0 0 0 0 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A' 2� 0 0 1017'©2. ; - 1 0. 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and fmd that they comply with the requirements of the 5d'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. f •*sem ' Ed ••' �`Q�s No 58201 •. ? = 4/18/2015 • s��T� �� Lucas A. Turner,P.E. "•O .�.'+,+`' FL PE#58201 / iMIA'1stssS, Lucas A_Tumer 2015-04-18 .. 0:0 000 .. .. . . . . . . . . . . . • • 000 • • RAL NOTES• HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED NcsrsT" • • TrJ COMPLY•WITW W FLORIDA BUILDING CODE(FBC),CURRENT 0 SW 44TH AVE. • Up • • • • :EDITION IMALUDING�THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND • • •• • • • •I�S 'FED F R WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED ALA,FLORIDA 34474 • • • • • • IN�BTM E IP96 OtR THE FBC. WWW.CWS.CC • • • ••• • 2.GLAZI 8200 PVC 3.CONFIGURATIONS:"OX","XO'. HORZ.SLIDER •• • • • as ••• •• 1121/4'MAX OVERALL FLANGE WIDTH •• • 0 491D@SIGN PRESSURE RATING: IMPACT �VE DE%LGN LOADS BASED ON,TESTED PRESSURE AND 111°MAX UNIT WIDTH 0 i 0 i TABLESJISTM E-1300-04. •• • • • •-ROSWWR DG91GN LOADS BASED ON,TESTED PRESSURE,WATER in a INFILTRATION TEST PRESSURE AND GLASS TABLES 4915/16" DLO GLASS 245/8° ASTM E-1300-04. � c A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED GLASS DLO IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR ow DETAILS. WINDLOAD DURATION FACTOR C&1.6 WAS USED FOR WOOD w ¢ m ANCHOR CALCULATIONS. to o Z 641/4° I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT O MAX REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT o to OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w z w HEIGHT B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS ANDw S gir FLYING DEBRIS. a. w a C3 Luc 63' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a L) 5s 1 SS I i USED AT FIXED MEETING RAIL AND HEAD/SILL � y UNIT X GLASS O X 56 V4" a w HEIGHT DLO I D I D GLASS � o � e DLO 8.SERIES/MODEL DESIGNATION HS-8200. m <16 59 9/16" 6 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: SMAX ASH e X=OPERABLE SASH,0=FIXED SASH ,�� PNDRE4y X, HEIGHT HEIGHT 1 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR '�.Op,0,c E N gF Lpi��, I i D LOCATION. ,J;• c�". C I s S v p No 53201 't�1 G jl=> 1 11.EXTERNAL WEEP SLOT=1/4'x 1"LOCATED 4'FROM BOTH ENDS. :9 STATE OF .'14 2715/16" g C A i��%i0�. � O P'`4u MAX SASH WIDTH `S O R Lucas A. �h,S+ON{►1 Tumor 2015-04-11 z 15:17-04:00 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS...........1 DRAWN BY: DATE: GLAZING DETAILS.....................................2 TEF 10/11/13 SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE I DESIGN PRESSURE RATING IMPACT RATING DWG#. REV.: EXTRUSIONS&B.O.M...............................4 n n CW$869 B ANCHOR SCHEDULE&NOTES................5 111 x 63 +/-60 PSF LARGE MISSILE IMPACT INSTAI,LATION DETAILS...........................6 SHEET 120 1 OF6 ••• 4141 4141 . . . 4141 4141 . . . . . . . . . . . 4141. . wlN�w sYsrErgs • •• *60 •• • • • •••• 1900 SW 44TH AVE. • • • • •• • • •• • • • • • • • • OCALA,FLORIDA 34474 • • • • • • •• • • WWW.CWS.CC 8200 PVC 7/8"OVERALL 4141 4141 41.41 •• HORZ.SLIDER IMPACT 3116'ANNEALED OR TEMPERED • •• • • • ••7/8"0ftALL 1/4'AIRSPACE ••• : • • • • 1p"&IEALED OR TEMPERED �n v 7/16"LAMI 3/8'AIRSPACE 3/16ANNEALED 5118"LAMINg Lu po .090 SENTRY GLASS IONOPLAST INTERLAYER 1/8"ANNEALED W Q m 3/16'ANNEALED .090 DUPONT PVB INTERLAYER to U Z 1/8"ANNEALED f O PURFECT GLAZE"H° v cc SIKAFLEX552 w Z > W PURFECT GLAZE°H° aC O � SLu IKAFLEX 552 Lu p p a 11 112°GLASS SITE '2 ZoZ U O 2 � 30 22 W Q Q 11 I 1/2"GLASS SITE a B U D 30 maZ 16 ,,��•�P>,jOREf��T+i•• 1 14 n � _ � O `��GQ°^�.�OGENS�G�Q�••. oQoQ QUI No 58201 �O Z. * .•cc' O :P STATE OF .W GLASS TYPE B 'O• .�4u: SASH GLASS 10. •••�F' A. O R I'D.-" •��• GLASS TYPE A FIXED GLASS 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: TEF 10/11/13 DWQ#: REV.: CWS-869 B SCALE: SHEET 1:1 2 OF 6 . . .•. . . . ... .. .. . . . .. .. . . ••• ••• Qgtmmsm 5 3 4 1 19 or 49 0 15 1 • • • X13 • • , 44TH AVE. • • •• • • • OCA• • OCALAFLORIDA 34474 • • • • • • • • • WWW.CWS.CC ® •40 8200 PVC .. •• HORZ.SLIDER • IMPACT sok 11 a 3 2 5 s 1 18 e 1 SECTION VIEW D-D o 0 JAMB ROTARY LOCKS JAMB ROTARY LOCKS: w m 40 -MAY BE SUBSTITUTED FOR JAMB Z SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. 1 0 REQUIRED ON FIN UNITS. a Ry7 45 N w Z > 2 LDQ 43 aLu c a O 46 O'U 31-37 (I p W 18 I'UI U a 16 ID Q Z 11 50 ��piuuq�� 14 HEAD MIDSPIAN OMPAF SASH SHOOK(TYP.) .•`. .... E� rG�'4 (ITEMS 44&48) omrbv .��G Pd3�.,'Qy�,i -ar: No 58201 :kZ INTERIOR :-o: rrrc 'V, STATE OF .40+' r . OR 1®Q' N�� JAMB IMPACT HOOKS(ITEM 42) SS�Q11 A�u' �,,, OR ROTARY LOCKS(ITEM 23) -? 14 LOCATED AT THIRD POINTS. f-- 4/11/2015 NOTES: s 7 EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. 18 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201 ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. 9 7 JAMBS OF FIN UNITS. NORTH PORT,FL 34288 47 PH.941-38D-1574 I SHEET DESCRIPTION: 1D I SECTION VIEWS O O 1 -- -- DRAWN BY: DATE: SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13 JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS DWG U: REV.: 1:20 CWS-869 B SECTION VIEW C-C SCALE: SHEET ALTERNATE FIN FRAME 1:2 30F6 . . ... . . . ... .. .. . • . .. .. • . . . . • . . . . . PARTS LIST Z 1/>S • • ••• CORNER CONSTRUCTION ITEJN PART# DESCRIPTION VENDOR MATERIAL 3118°-� 1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC 31/8" WINDOW SYSTEIWS 2 H-1681 Fused Rail,Heavy Duty,Aluminum Keymark Alum 1 • •• • 4 • •• 2 1900 SW 44TH AVE. 3 S-6077 Cover,HD Fixed Rail,PVC Mikmn PVC • • • • • AW W W W.CWS.CC• OCALA,FLORIDA 34474 38 • 5 P-4638 #8 x 21/2"Ph Mod Truss Type A TE Ajax Steal 211/16° 3 9/16 • 1 7 1]18• 1/16' 6 P-3342 ISearn Sealer,SM-5504 Schnee Silicone CORNER• • • • 7 S-1776 Roller Track Keymark Alum o (ALL SIDES $200 PVC 8 S-6013 jScrGen Adapter,Jamb,PVC Mikron PVC L � -1° 1/8° 1:8 PVC FRAME FLANGE 6049 •• • • • • ••• •FTD MTG RAIL-1681 HORZ.SLIDER 9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC • • • • • • • • IMPACT 10 P-4479 Weep Cover w/Flap M&M Nylon PV% RM*PIN-f1." :4,0 • •• 11 S-6064 GlazingBead Mikron PVC • • • • • • • • • 6 •• • • • ••• •• Ln v 2 3/16° 1 15J16° 1 /16° 5 12 H-6050 Sash Meeting Rail,PVC Mikron PVC �r— � 23/16' c 13 H-6051 Sash Pull Rail,PVC Mikron PVC 1 14 r 3 0 0 14 H-6052 Sash TopBot.Rail,PVC Mikron PVC 13 I p Uj 15 H-1497 Relnf.Sash Meet.Rail Keymark Alum 15/8' 15/8• 1 5I/e' q 15116• 1/18• 2 w ¢ Co 16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum 1/18° I 1116^ q 1/16• L 17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum LL LLL U z y PVC SASH MTG.RAIL-8050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-8077 FIXED MEETING RAIL � y 0 18 P-3429 Wstp.,0.270 x.187 back FinSeal,Ga Ultrafab 0 3/16• SCREWED TOGETHER WITH v B v) 19 P-3783 Lock,Impact,PVC Interlock OUTERFRAME wg cc Z w 20 P-4051 #8 x 1 1/4'Ph Flat Talk,Wht. Fastens] Steel O 1.8 a. Lu Lu a. 21 P-4069 Keeper,Impact,PVC Interlock 5/8. w 22 P-3539 #8 x 3/4°Square PH Tek,Wht. Fastenal Steel I 3/4' a uvj 23 P-4958 Rotary Lock Interlock s' 15/18• 1• 1 1 i MU 24 P-4633 8-32 x 1/2"Barrel Fastener Interlock lis° 1/16° 15!1116'„ 1/1 s° m ¢ O 25 P-4952 Keeper,Rotary Lack Interlock 1/16" SASH MTG.RAIL-1497 �— Z 26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 SASH REINF.-1699 HEAD IMPACT HOOK-1999 ,gyp►t�yDREdy 27 P-3541 #8 x 1/2'Quad PH TEK 2 Zinc Fastenal Steel ---IIII 3/4° �J��a P•C TG�'., 28 GLASS SEE SHEET2 CARDWAL GLASS G 3116• 3/16. 7/1x• 1 1/a° .aGP,.•�� SF•;*��% 29 Purfect Glaze'H*or Sikaftex 552 Henkel/Sika Silicone O LI 16 7 -,+: No 58201 y 30 P-3028 Set.Blk,85 Our.,1/8'x 7/8"x 2°Lg. Frank Lowe Rubber L 6• I 1/16° 1/16" 31 P-3218 Screen Frame Allmetal RollForm '� S.B.RJS.S.R-1499 :'A'° STATE. OF .°W+ 5/8 44 ROLLER TRACK-1776 �O� � 32 P-4754 Screen Comer Key Allmstal Nylon L 1/16• 1/a" ��c� <O R iDP.•N�'.` 33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 11 r7/8°� ��is`S/p�..... 34 P-3029 Screen Pull tab Summit 7/8• Cpl 111110 35 P-3033 Screen Spring Fla Spring SS D 3/16• 1 1 9/6^ 43 Zf- 36 P-3228 Screen Spline Dapa O PVC GLAZEBEAD-6064 � 1/16" 4/11/2015 37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E. 40 P-3113 Screw Support,PVC Team Plastics Rubber L �� 1/2• 1 1/8• FL PE#58201 41 P-3752 Cap Plug,1/2"Hole M&M Nylon 15/16° � �� 3Ue° 15ns"-{ 1239 JABARA AVE. (J NORTH PORT,FL 34288 42 S-1577 Impact Hook,Frame,Jamb Keymark Alum L-1/18• PH.941-380-1574 7/8' 43 S-1112 Reinforcement,Head,Jamb Keymark Alum }_ 1/16• PVC SCREEN CATCH-6013 1/16° SHEET DESCRIPTION: 44 S-2000 Impact Channel,Sash Keymark Alum PVC ANTI-UFT-6005 PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1577 45 P-3748 #6 X5/8 Ph FH TEK,Zinc,Painted Ajax Steel 1 1/8• BOM AND EXTRUSIONS 5J16" 46 S-1999 Impact Hook,Frame,Head Keymark Alum 3n6° 3• 1/2° 9 DRAWN Br. DATE: 47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC TEF 10/11/13 48 S-6055 Roller Track,PVC,(Anti-lift) Mlkron PVC r SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 D O!r REV.: 49 P-5250 Lock,Impact,PVC,w/Flipper Interlock CWS-869 B 50 P-4730 1#8 x 1/2"Ph Mod Truss TEK Fastens] Steel LINE ITEMS NOT USED: • 4,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. scaLE. SHEET 1:2 40F6 . . ••• • • . .•• •. .• • • • •• •• • � . .. . wnNoow sYs�w • • ••• 1900 SW 44TH AVE. OCALA P. • 6°MAX(TYPJ 1 3°(TYP.) 16 /4° SEE NOTE 2 4°4MAX Com) rX4O.C.(fYP•) • WWW. FLORIDA 34474 • •cw • WWW. MAX O.C. I r 8'MAX(fYP.) I (TYP) I 4°NIA#f. • • • • • INSTALLATION S2OO PVC ANCHOR"P.) HORZ.SLIDER �Z c.c. .. : : : .I .• IMPACT (fYP.) • • • •• • MAX O.C.ir s• • • • s • •• r (TYP.) X O X X O X o goo I I I Y ❑Wp I I I I I I I W Q m It j T _o W Z W ANCHOR LAYOUT-(FIN) Lu ANCHOR LAYOUT-(FLANGE) o o n U y � w 7 U ❑ m Q Z �,o p, OREW No 58201 .1' NOTES: %V.�•A- ........... - OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ,�s ;6 R 1 O i��S+ONA 2.SHIM AS REQ 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 SHIMS ARE NOT ALLOWED. Z:7-1 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. # A AVE.123939 JA BARA A 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380--11 574 SHEET DESCRIPTION: 6.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. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3°FOR MASONRY,1'FOR WOOD AND METAL TEF 10/11/13 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. DWG t. REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 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: SCALE: SHEET FM;VAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(E)c ERIOR DOORS) 1:25 5 OF 6 ..• ... . ... .. . . .. .. . . . . . . . . . . . ••• . . . ... . . . . ... MIN.EMBEDMENT u0mm TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBY OTHERS MIN.EDGE DIST. 1/4"MAX•SHIM • • SEE TABLE 1••• MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 • • • •• • SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. • • •• • • • SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS • • • • • • • • 1/4'MAX SHIM WWW.CWS.CC SEE TABLE 1 • • • • • •• MIN.8086 DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8200 PVC BYINSTALLER INSIDE AND OUT SEE TABLEINSTALLATION ETABLEION ANCHOR •• • ••• •• I"IORZ.SLIDER SEALANT BEHIND • • • • • • :• •• SEE TABLE MENr IMPACT FLANGE BY INSTALLER 1/4'MAX SHIM • • • • •• • • • ••• •• �l7 st PERIMETER SEALANT $ c PERIMETER SEALANT BY INSTALLER o <¢ BY INSTALLER INSIDE AND OUT oo INSIDE AND OUT INSTALLATION ANCHOR w 6 m SEALANT BEHIND SEE TABLE 1 INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND SEE TABLE 1 FIN BY INSTALLER v Z B HORIZONTAL SECTION rC HORIZONTAL SECTION O 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE oLo HEAD AND SILL SIMILAR FOR FIN INSTALLATION N w Z W Ir 0 jr Lu a wa 0 0 � U 1/4°MAX SHIM c y SEALANT BEHIND v 0 FLANGE BY INSTALLER O m Q Z PERIMETER pAoREw INSIDEANDO SEALANT SEE TABLEDMEM BYINST4k rc..'O E N Z--4: No 58201 SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. a• ae r�q1 VERTICAL SECTION SEE TABLE 1 :,��.•TATE OF .'��= 6 TYPICAL SILL ANCHORAGE �.�F {O R O�A, ?ca,. TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2015 FRAMDIST. LUCAS A.TURNER,P.E. 01 FLANGE CONCRETE(20 KSI MIN.) 3/16°IIW TAPCON 1-1/2" 1-1/8" 39 #RA AVE.PERIMETER SEALANT 1239 JABARA A FD7NM 1 rull 1 ITW TAPMN BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(285 KSI MIN.) 3/16°ELCO ULTRACON 1' 1° INSIDE AND OUT HORIZONTAL SECTION PH.941-380-1574 �p1 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16°ELCO ULTRACON 1-1/4" 2-1/2" a BOX FRAMEINSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16°I1W TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8' 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060°)MIN.STEEL STUD #10-16 HIL11 KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16° TEF 10/11/13 1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD MIN. FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Dwa REv.: FLANGE 1/8'STEEL(33 KSI MIN. DRILLING SCREW THRU 0.125' 7/16" INSIDEE AND OUT,FULL PERIMETER,BY INSTALLER. CWS 869 B -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FW 2XMNI.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SSE: SHEET 1:2 6OF6 PRODUCT APPROVAL NUMBER: 0000 . . 0000 0000.. N OA #16-0629.17 ::::.: •:: •: 000::0 060.6. . 0000.. 0000 0000 0000 0000. OPENING IDENTIFICATIONS: 0000.. 0000.. o0 • •Soo*• 16. SFD MIAMI•DADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"FD-101"Aluminum French Doors w/wo Sidelites—L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev F,titled"Alum. French Door& Sidelites,Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, si&md apd sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revi$iori6Stamp vAtli the Note•Of Acceptance number and Expiration date by the Miami—Dade County Product Control Secf?on.' ...... .. . ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ...:.. Limitations: •• •• .... .... . . 1. Use of Table 1,require full length reinforcements(item#22)for OX,XO,XXO,OXLX`OXO and4OXXO. 7114••. lower design pressure from X,XX door or O(sidelite)shall control. """ 2. All laminated glazing options(glass types,A,B,C,D&E)must have 3/16"HS glai s'at'interior srde. • 3. 'A"Elco Ultracon(former Tapcon)to be 4"OC into Conc. and 6"into CMU(jambs. • 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by.AH1 :""' 5. Applicable Egress requirement to be reviewed by Building official. •• ••• • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state ana series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#I5-0528.24 and consists of this page 1 and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. FDADE courm NOA No.16-0629.17 M44M �IIII1 .,,' Expiration Date: October 18,2017 Approval Date: July 21,2016 r Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files# listed below) 2. Drawing No. 11005-1 Rev F,titled"Alum.French Door&Sidelites,Impact", sheets 1 through 10 of 10,dated 04/04/2012 and last revised on 06/08/16,prepared by PGT Industries, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test,per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal& Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed&sealed by Idalmis Ortega, P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 see* Along with marked—up drawings and installation diagram of fixed sidelite (O.)w/ingulate0d ....•• laminated glass,prepared by Fenestration Testing Laboratory, Inc., Test 1'eports N4N)rTL— • 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson,P. E. (Suhh d under files#12-"** ...... • 0516.02/#11-1013.22) .006 .... '0000• . . 3. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 '••••' '••••. ••••• 2)Uniform Static Air Pressure Test, Loading per'FjMgAS 200-% 00 3) Water Resistance Test,per FBC, TAS 202-94'. .. ••.. .....• 4)Large Missile Impact Test per FBC,TAS 201-V46 s00*000 5) Cyclic Wind Pressure Loading per FBC, TAS;203.904 ;.000. ;•...: 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 •• 0 • Along with marked—up drawings and installation diagram of Aluminum outswing doors • w/sidelites,prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files# 12-516.02/#11- 1013.22) C. CALCULATIONS (Submitted under file#15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (51 Edition),prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ASTME-1300-02, 04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). Ishaq L Chanda,P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours& Co., Inc.)for"Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA)former Solutia Inc. for their"Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file#15-0528.24) 1. Statement letter of conformance to FBC 2014(5'edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#15-0528.24,expiring 10/18/17. 2. Test proposal# 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D. Gascon, P.E. feet . . .... ...... ...... .. . ...... :0000. .... .... . . .... .... ..... •.fee• • •s •eef• •• •• •0.0 0000:0 • •ffeee • • • • • • ••fee• 000.0• •ee• • •0066• 0*0 • haq I.Chanda,P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-2 %• • ••• • • • ••• •• • • • % •• • • • • • • • • • • • • A. A. STANDARDS USED. NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) .ASTME2014 O09-09RIDA ILDINGCODE(FBC),5THEomoN •ASTM E1�0-09 •• • • • ••• •ANSIlAF&PA NDS-2012 FOR WOOD CONSTRUCTION lRow f BEVRYp 1 ING OPTIONS: • • • • • • • •• •• -ALUMINUM DESIGN MANUAL,ADM-2010 �> �» •AISIS100-07(S2-2010 A.318"LAMI NOM.(.402')CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB Il�i('E�LA�(A4T O DIgP(�JT G�1'fE v AfNO•mN•/L-eLZY•/7 SAFI F_X/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16°HEAT STRENGTHENED GLASS. • • • • • • • • • r7 .7x17 B.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.690 PVA INTERLAYER 6?DUPOIlr%UT&iTE OR SAFLEX/KEEPSAFE 1 MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. ��Frn&cetCoaaW C.7/16"LAMI NOM.(.465-)CONSISTING OF(1)LITE OF 3/16°ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16°HEAT STRENGTHENED GLASS. •• • • • •• ••• •• D.7116"LAM(NOM.(.465")CONSISTING OF(1)LITE OF 3116"HEAT STRENGTHENED GLASS PLUS AN. ,USO P*jQT4tL"If:*roN1•FAUTAC(TE OR SAFLE?GKEEPSAFE Ly LL MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. • • • • • •• • • r' E.13116"LAMI IG NOM.(.84(")CONSISTING OF(1)UTE OF 3/16°TEMPERED GLASS,1/4"AIRSPACE,(y�Pl'E�F'18i°11E•AT�T1iENMEW13LASS PLUS AN.090 PVB NOA DRAWING MAP N c rc INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. U 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET O O A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1 o p 3.CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS........... 1 x O 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 cd SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 N J REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 = J LU 5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 H d 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 OR W 7.REFERENCES: EXTRUSIONS................... 6,7 0 .6 �0 TEST REPORTS ANCHORAGE.... .......8-10 a O B.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY - NZ O HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS Q = Z 9. ICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED Z A.THE LOWER DESIGN P HS.=HEAT-STRENGTHENED co 0 B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED co TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. t j Q p OLL93 �— / \ 93) 191: Imo— LL. (30)-- 30 30 Ile^ a _ N (73 Oft 1/2"GLASS BITE 112•GLASS BITE 74 1/2°GLASS BITE � � EXTERIOR7 EXTERIOR EXTERIOR 9D4 94 1/8"AN.OR 3/16"AN.OR 1/4"AIRSPACE = U 3116"HS. HS.GLASS 3/16"HS. HS.GLASS 3/16"HS. 3/16°TP.GLASS GLASS I 1102. .090 PVB INTERLAYER GLASS .080 PVB INTERLAYER GLASS +�- IN A 11 (DUPONT BUTACITE OR (DUPONT BUTACITE OR 1/8°HS.GLASS SAFLEXIKEEPSAFE SAFLEX/KEEPSAFE 090 PVB KmRLAYER >; MAXIMUM) MAXIMUM) (DUPONT BUTACITE) r4,.56705 3!8°NOM. 7/16'NOM. 13/16"NOM. _ Gl GLASS STACK GLASS STACK STACK �' S ATOF 3/8"LAMI NOW 7/16° LAMI NOM. 13/16"LAMI IG NOM. . . GLAZING OPTION A OR B,NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 A.`LlYN10 MILMR.P.E. P.E.k 59705 .. .. . . . .. .. . . . . . . . . . . . . . . TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS N,CjTES: APPROVED CONFIGURATIONS:X,XX,0,OX,XO,OXO,XXO,OXX&OXXO • • • ••• Me'''re - seo (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS' : •• • • °_ REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS • • 3!8"I.4Pil(ue° .090 P�iB,3Vi6"Hs) �!-o6aq.17 7 DOORS WITH GLASS TYPES A,B C,Q OR E C.7116"LAM[(3/16°A..090 PVB,3116"H3) HEIGHT I D.7116"LAM (3/16"HS,.090 PVB,3M HS) X WIDTH XX WIDTH 6a 79 3!4" 7°- 4c"I LL " 87 3/4" 91 3/4" g°_g5 3/4" ••• �' 1:jAMI.G(311�°.f?,1.44 AIRSPACE,1/8"HS,.090 PVB 3116°HS) ° 37 1/2 ° 71 3/4" +75.0 -75. +75.0 -75.0 75.0 -75.0 +75.0 -75.0 +75.0 -75.0 •2• I*d:)CW&ElfflE LITE%IDTHS FOR TABLE 1 OR 2. 3 6 • R".OKrAe VND?H • 731/2" • O WIDTH SIN E LRES WITH GLASS TYPE A •• W oxb w[drH•=ffl fire• UQ 27 3/4" +75.0 -75.01+75.01-75.01+75.01 -75.0 +75.01 -75.0 +75.0 -75.0 MAK XXO/0XX WIDTH=107 3/4" O p CL CL '- 361/8" MAX.OXXO WIDTH=143 3/4"+75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 •54.2 3.SINGLE DOORS 33 5/8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" O 36 3/4" +75.0 -75.01+74.91 -74.91+70.41-70.4 +66.6 -66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D ORE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. J 36 3/4" +75.01-75.01+75.01 -75.01+75.01-75.01+75.01-75.01+75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. go fn u- TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: aS 1 Q APPROVED CONFIGURATIONS:OX,XO,oxo'mo'OXX&OXXO EX.A FROM TABLE 1. W N (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) oxo WITH GLASS TYPE A p co REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITEE E CONNECTION WIDE x HIGH SINGLE DOOR WITH 29"SIDE LITES DESIGN PREESS ZSURE=+87.61-67.6 PSF to 2 GLASS TYPES A,B,C,D OR E w z HEIGHT EX.B FROM TABLE 1. W X WIDTH XX WIDTH e-793/4!' 0. ° OXXO WITH GLASS TYPE A (L c 7 83 3/4" 87 3J4" 91 3/4" 8 -95 3/4 68"WIDE x 85"HIGH DOUBLE DOOR WITH 361/7 SIDE LITES Z 4 PSF 1970 4!- . .- 20 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE_+70. rn ? LL 271/2" 513141+54.9 -54.9 +51.8 -51.8 +49.0 49.0 +46.5 -46.5 +44.3 114.3 EX.C FROM TABLE 2 �0 OXO WITH GLASS TYPE C 29112" 55 314" +51.7 -51.7 +48.8 -48.8 +46.1 146.1 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 314"HIGH SINGLE DOOR WITH 26"SIDE LITES 2s 31 1/2 DESIGN PRESSURE=+43.61-43.6 PSF 5° 59 3/4" +49.0 49.0 +46.2 146.2 +43.6 43.6 +41.4 141.4 +39.3 -39.3 N c " EX.D FROM TABLE 2. "m�i 2g 331/2 5 4 633/4 +43.1 -43.1 +43.1 143.1 +41.5 141.5 +39.3 -39.3 +37.3 -37.3 OXXO WITH GLASS TYPE C c X 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 1+37.51 -37.5 +35.6 -35.6 63 314"WIDE x 80"HIGH DOUBLE DOOR WITH 28"SIDE LITES �tai DESIGN PRESSURE_+4&11-43.1 PSF o 30 371P1" 6° 713/4- +34.0 -34.0 +34.01 -34.01+34.01-M.01+34.01 -34.0 +34.0 -34.0dx O WIDTH GLASS TYPES A,B,C,D ORE 8.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH $= z REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. SINGLE 19" +72.4 -72.4 +68.5 -58.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 SIDE LITE 213/*' +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 1+47.2 147.2 +44.7 -44.7 +42.6 -42.6 6 (d 361/8" +35.2 j-35.2 +35.2 -35.2 +35.2 -35.21+35.21 -35.2 +34.4 -34.4 36 3/4" +34.01 -34.01+34.0 -34.0 1+34.0 -34.0 +34.0 -34.0 +34.0 -34.0 A LYNMM8IER.P.E. P.E.#58708 . . ... . . . ... .. .. . . . .. .. . is . . . . • • 73 1/2"MAX. 109 1/2'MAX j�/4"MAX. 36 3/4" 363/4" 36 314" • •• • • 36 314 zwcf REvwD -- -- MAX. MAX —►� SEE NOTE 3 r MAX, i i• • (.• • •`—i E NOTE 3---- — MAX. — 1'RQ+eoaptA ftw ft Fk Lle • • hWisseul. • • • • of o6 . • • •• •/I \ \ �t�•Mo•f)sic e '491 \ \ • • LL 0 so • • • • 95 3/4' fA �/� // •• ••/ MAX 17 �1� /Ej �E E� JET Ej �E Er �E\�\ /E� �E 1 / i Y, u 0 X 0 0 X AC'. X IN.4CT ILE LL —� SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4—f SEE NOTE 4 OX OR XO OXO OXXO 41 p o MAX MAX. _ Z 37 1/2" 24 9116"MAXN Z �A MAX. A "� DLO(TYP) B 33 5/8"MAX DLO(TYP.) G O r � o 4� (49)�95 3(4* � \' EloTYP. 95 3/4 / MAX 84 3/8" / \ 100 (TYP.) v MAX. / 84 318' uNii v`�n � N DLO j� / i TYP. MAX. i \ (TYP-) DOOR DLO HEIGHT =HEIGHT-11 3/8" u o c Q. DLOWIDTH'X' =DOOR WIDTH-1215/16" cz z (TYP•)p� / ID C`t \ � �G F� IF DLO WIDTH'XX'-DOOR WIDTW2-115/16" X ACT �Y bVAC. O SIDE LITE DLO HEIGHT=HEIGHT-11 3/8' A A +J Q�� B DLO WIDTH =WIDTH-3 118" NOTES: XD XX O / 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3.SIDE LITES OVERLAP W AND'=DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO','OX,'OXO"XXO','OXX AND'OXXO'CONFIGURATIONS. 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPUCABILITY SHEET 2). 5.CLEAR OPENING FOR'X'AND 5W DOORS AS FOLLOWS: ('X DOORS=WIDTH-5.646) ('XX DOOR=DOOR WIDTH/2-4.079) A.LYNN MILLER.PE. P.15458705 . . •.. .• •. . . •• .. .. .. .. •. . . . . . . . . . . • •• • • • •.• a�ouc t � 3 C • • • • • • • • • �e ,40 • • • • • •• • • AccepWcefYa 2 '� EXTERIOR • IIlTEFMR --- - .y LL 10 1 U (60 ... •. a LL �3 •• • • • • • ••• -.0 64 AT HEAD/JAMB Q 7 Coto D- 65 AT SILUJAMB 0g CLEAR-COLORED C SEALANT EXTERIOR INTERIOR J (63\ ! o !jL ad 0 Of qt O a ~ o = z MAX. • MAX. SIDE 62 2 DLO DOOR DLO LITE HEIGHT HEIGHT U ly o W ? LL �pXr! SL VIEW G-Ga CORNER ASSEMBLY gZ Z �30 61 12 40 1.489 (13�� DOOR SECT.A-A SL SECT. B-B ~- VERTICAL VERTICAL AL LYNN MILLER,PS REA 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 4 4 :FYODLC f&EV1C6U MAX.DW VdDTSI . . .: . .. • �-1 aC- 1 17 • • • . . .. . . 2'E•► D.k. � 7 Ep -91 • ••• • • • • Y r LL. 0 � • _ to .f �. • • • • • • ?� O fJ o a �MAX.� �M;k . l 0 f DLO 'XX'SECT.C-C \�� DLO 31 /' w 1 Ix o 35�C36 (34}� 44) HORIZ. 46�b45 5 I_- �� , W \ o MAX.W WIDTH �r co U- co LL, Z oS 0 0 0 - U 0 co W = Z • INTERIOR cf) V Q • Z D' 0 LL o ,-� DLO 'X'SECT. D-D 0 ? a EXTERIOR a �_ 46) i 21,i 5 HORIZ. �1 SPACING,SAME AS •e'er "' `JAMB ANCHOR SPACING ® N a --� �' MAX SL WIDTH MAX.SL WIDTH / gp{SEE SHEETS 7.8 AND 8) I �j m_.i odxii z U �s2) 6a o _J -2i Z h�M �i \ SEE TABLES 1 AND 2 AND MAX. DLO 22�NOTES ON SHEETS 1&2 DLO G{ 6 66 (62) SL SECT. E-E 62) FOR APPLICABILITY SL SECT. F-F HORIZ. (DOOR W/SIDE LITE) HORIZ. (SINGLE SIDE LITE) A LYNN M LLER,P.E. P.E.#58705 a •• •• • • • •• •• • • • • • • • • • • • TEM awa# IraTo DESCRIPTION 1 8438 160411 FRAME HEAD PaODUCf aEY1SRfi 2 1010 60300 WSTP.."ON.190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP.187 X.300 KOH • •• • • • ••• �cOMptrla8rvitla tlit FlorMa 4 655 79557( 2 PT.LOCK 9 lE 0 • 0• • 0 • •6 0 0 • •• •• Amigoe!(o L=a--29•! 5 838 78387( 2 PL LOCK 87RIKEPIATEEVkadft 8 846 79M FRAME HEAD STRKEPLATE BACKING PLATE • • • • •S4� • • HOT-MELT BUTYL 181e f,.I�Y I I-r 7 78L12FP)P NM X.500 PH.FL.ME-S.S.W/SUCONE PATCH • • • 069 �• �^'I�'�'- 8 895 70895 GASKET(BETWEEN THRESHOLD&FRAME JAMB SILIVINT 9 INS 70996 GASKET(BETWEEN HEAD&FRAME JAMB STRUCTURAL V4°NOM. 3/18"NOM. 10 s52A 653 16 FILLER HEAD ADAPTER POLYISOBUTYLEN 11 11aD 611000M OUTSWNG THRESHOLD WITH DESICCANT 12 1670 71 WSTP,.350 RD FOAM FILL TSLOT(AMSBURY932.011) •• •• •••DES�C 13 11004A 611004M OUISWWG THRESHOLD CHANNEL COVER EXT.GLASS• •• • • • •4FXT.GIAY 04 �U- 14 11001A 411001A ACETAL SPACER.085 OUSE INECTION OLDED • •• • • 15 11002A 41100'1A ACETAL SPACER.0&5 OUSE INJECTION MOLDED) • • • • •16 11003A 411003A ACETAL SPACER.140 PD40LME N.ECTION MOLDED)29 6150 80380 FRAME JAMB(OL118VVNG p 21 1010 WSTP.,Q4 oN.1s0 X.378 Kai WT.GLASS .GLASS 22 66608M REWFORCEMENT,1.9WXZ7WX[LOW,6061-T'9 �� S`— O 23 9140 7SX112MYS N X 1.500 PH SO A 7/8 24 /046 71049 JAMB SCREW COVER CAP n KODISPACE 81 SUPER ® � 9 0 630 4172IN STRIKE PLATE MEW �/ TOA w 28 1119 71WWFA 0 x.750 PH.FL EMS ASG TPS SPACER NXT F- 27 M70 67070K BULB WEATHERSTRIP.187 X.300 HIGH J 30 9100 we PANEL,Top&BOTTOM RAIL LLI 31 811E 6911 DOOR PANEL,SDE RAL G r 32 917 7FRMO RME EJ0R11916N Vi LL 33 1178 7105BFPW,B #10 X.675 PH. SMS ALUMINUM O 34 913A 60378M TRUSS CAMP REINFORCEMENT U cr co 35 1130 18 THREADED ROD POLYIStY DESICCANT FILL AREA ¢ 35 ON 7890NUTA 6116-18FLANGEOHMNUT BUTYLENE g 37 914A 60379M WEATHERSTRIP CHANNEL 5118"NOM. SEAL 5116'NOM. 38 7834FPT #8 X.75 PH.FL 7EK BUM& SILICONE SEAL d Z 39 997 7WST GASKET ETYVEEN PANEL lOcADISILL&PANEL STOJES) DESICCANT ROLL-FORMED _ 40 1023 4G . .187 X. FINSEAL FOAM STAINLESS STEEL Z 41 928 417m SLax BOLTAsBY.(INACTIVE PANEL ONLY 42 1145 78X12FPAW 96 X.600 PH SMS TYPE BOS GLASS EXT.GLASS ~ 43 1212 7P30GG SILL DUST PLUG(INACTIVE PNL) L� LLt 0 44 9838 6983 DOOR PANEL ASTRAGAL 1(OUISWINO ` V' 45 9848 8984 PANEL ASTRAGAL 2 LO 48 1213 fiDZDOK VVSTP..Q-LON.180 X.20D HIGH � � � � � U. 47 828 74UBLOK LOCK SUPPORT AS8Y.(41707&41708 INT.GLASS INH.GLASS 48 1139 7634E #6X.750 PH.FL SMS LL lam- 49 FD2PTAY 2 PT.LOCK ASSY. Tm 5D 6RtBOF9 Rt1BBERSLEEVE DURASEAL . XL EDGE 61 MO 41721 STRIKE PL INSERT(INACTIVE PANEL) SPACER Q SPACER 62 831 7FRSPX DEAOBOLTSTRIKE PLATE 53 1116 710X34PFA 910 X.750 PH SMS tx ,p 54 967 70957X HANDLE STROKE PLATE $ 1116 TiMG4PFA #10 X.760 PH FL SMS p x lL sD 8200 692nD SIDEUTE HEADER t82 MwAptlon Material �� a 61 9MD 6021 sDEUTE BILL i �.. 62 9168 1x391 SOELnE JAMB Ktxnme ft 4SG TPS Spacer System d$ o 83 1155 7a1PQA #8 X 1.000 QUAD PM SMS See this b4 = HEAD GASKETS(STOCKING#T0M Quanex Super Spacer nXT with Hot Melt Butyl s� _ 65 7999 BILL KETS tsTOCKNG WD999) Quanex D1lraseal Spacer Sheat tOf 66 81611M SIDELI7E JAMB ADAPTER tViBtefiSlS 67 #12 X1.OW SHEET METAL SCREW Cardinal&Edge Spacer - - 70 7128631K SE-MNG BLOCK.0T X 1/4'X 1'W/PSA EF NCE T :FTL-8717,0068&8970 71 71287K SETMWG nom,—vis,X UT X 1'W/PBA 724227A 84222 BEAD,7118' 73 886 8986 BEAD,aw 02 986 648 BEAD,INTERIOR 93 1224 61P24 BULB THICK ED W EXTRUDED BEAD 84 GLA8N0 SILKX)NE,DOW 8119.9 OR EW NT ALED 85 GLASS,318'LANG-1RY A,.w PVI,3118'H8 06 GLASS,3B'LAN-VV HS,.90 PV6,3118'HS 97 GLASS.71t8'LAW-3118'A..90 PVI,311W HS SB GLA 7/118'LAW- 16'HIS,M PVI,318'HS 102 110DBA 41105A ACETAL SPACER 295 NHOUSE INJECTION MOULDED ITEMS#17-19.28.29.56-59.68,69.74-79.8491&99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 1 OFF- SHELF DEAD BMT LOUK A.LYNN MILLER P.E. P.E.#68706 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . -1.750- 1.750 1.750 • • 1.7$jl • • ••• PmucrBEvwb • • • • • • •• • 9.620 ba�die""die • • •• • • • • 1.480 0 Acciptaice Nu 2 .250--� t� �a'lad +aaa •• (37 WEATHER 4.626 4•� 4.726 • i ••• • i • STRIP CHANNEL •iii • • i 41.000 .050 6063-T5 Y r �- 4,pp0 062- 4.100 .082 4.100 .062 4.41 • • • • • • rn 4.675 • • • • • • •• 0.375 O Q 4.100 �-(iX o p 0 20 JLE AB FRAME, 2.125 .125 L O 6083-T6 J DOOR PANEL DOOR PANEL W o $0 TOP&BOTTOM RAIL 31 SIDE RAIL `` DOOR PANEL DOOR PANEL O .- INTERIOR ASTRAGAL Q rj EXTERIOR ASTRAGAL HINGE fA LL 6063 T5 8063 TS �: 6063-T5 6063-T5 32 6063-T5 06 O 1 500''{ 1.578 0Y 3�-8 3.111 1251 1-�I �.�_.558 �� -•5025 �" 0 50 L 1.400 I 550 .750 1�- 683 .050 .172 U 1 Z Z Z TRUSS CLAMP 31W GLAZING BEAD 7/16°GLAZING BEAD 3.000. .683 050 O M r- I FILLER HEAD ADAPTER �34) �3_T5 �73) 6063-T5 C� 6063-T5 = D- o 6063-T6 lit i - --3.100 � 1.092 h� 3.000--1 ILL, Q IG Gl1�ZMG BEAD 1.479ff- , SL JAMB 74) 6063-T5 F 6063 T6n a N N N 1.272 1.479 .504-� r`''�' .830 .3.60 x J H 0 050 5. 9 .075 5.212 055 -IF- o 0 0 g (1 1 FRAME HEAD 6.085 OUTSWING THRESHOLD ca 6063-T8 .075 13l 4.588 ! CHANNEL COVER 6063-T6 .050 2.980 rte---2.750---- .079 L .750 .489 _JUL_ -�+--- 3.000 3.100- �` r6 OUTSWING THRESHOLD _ SL JAMB 850 'I 125 (11 6063-T6 \60 g SER r053-T661 SLSIL6 66 ADAPTER /22 TUBE MULL ` 6063-TB `J 6063-T5 A LYNN MILLER,P.E. P.EN 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . HEAD CEDDHEAD EHEAD EZON ° I IZON "ZONE •—i ZON '� �ZONE"D�ZON "1 / i • • f PRO"cr REVISED • . • • •• • a C.vhIsg with the FID" i' • • •• • • • • • / • > e /' \ • • • • Ile •f • ncce�aeano f6-Od2�1'] \ e=MINIMUM JAMB ANCHOR l �M l �ae mm 1 LOCATION. spiei • • /660 *4 m Lu x Ill o / xx o 0 0 '. .: : +�; ;Xo OR OX o —=ADDITIONAL JAMB tV Il N N N N N • $'• N ANCHOR LOCATION, m gmg m gmg m •• �� ••• •• mm EQUALLY SPACED AS p REQUIRED PER TABLES 0 c Q 3-7 ON SHEET 9. O r \ � w 18 Lu SILLSILL�ZONE"DSILL SILL "tZONE'DSILL "� SILLZONE"E"� �ZONE"D"�ZONE°E"~ z cl) LL. SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 O o6 1 O HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE ¢ a m ZONE ZONE'F' ZONE ZONE"D' ZONE•F ZONE ZONE ZONE F° 20NE"F° ZONE O "E" 'E' r "E' r •e" ANCHORAGE SOLUTION o Z FOR A CONCRETE 11J / \ OXXO INSTALLATION z \\ w A.19"x83 314"SIDE LITES"B'AND o m i' '�p Q ` ap m / m 'E'ZONE ANCHORS FROM yy§§ �¢ _ LL 0' w w w / w w \ w TABLE 7,SHEET 9. 8 8 L) O li N OXO N o /XXO OR OXX \ N o /OXXO \ N PLUS; _4=4 4 �¢ m \\ m m m m \ m B.713/4'x 83 314"XX DOOR ZONE • •F"ANCHORS FROM TABLE 4, ® n SHEET 9,EACH'F•ZONE. NA w SEE ENCIRCLED VALUES,SHEET 9 0 �� LL SOLUTION: 0 n:o c SILLI I TOTALS(4)TYPE 1 OR 2 ANCHORSSILL Sz z }-ZONE SILL �ZO SILL 4 SILL SILL ZONE-} ZONE-}— SILL SILL �ZONE BCH JAMB AND 2+5+5+2=(14) ZONE"F ZONE"D" ZONE"F° ZONE'F' ZONE'F" TYPE 1 SI 2 ANCHORS AT HEAD aEe SEE TABLE 7..SHT.9 ° SEE TABLE 7..SHT.9 "� °Ea SEE TABLE 7,SHT.9 'E' AND AT SILL. EXAMPLE OF ANCHORAGE FOR A 71 314'x 83 3/4"7X`DOOR, •=ANCHOR LOCATION FOR WITH 19"x 83 3/4"SIDE LRE$(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE NOTES: / 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4'ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS 2.ANCHOR IN.O.C.FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. f BS(ALL):131/4"MAX.FROM CORNERS AND 231/8"MAX O.C. HEAD&SILL OF DOORS:6"MAX FROM CORNERS,9'MAX.FROM ASTRAGAL CENTERS AND 20 7/8'M�IATE C. HEAD&SILL OF SIDE LITES:6"MAX.FROM CORNERS AND 24 3/4'MAX.O.C. 3.TO CONE URATIOTABLESON SHEET 9. a LYNN MILLER P.E. RE1587M . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 5.0 SIDE LITE TABLE S.XO&OX TABLE 7.OXO.XXO.OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XQ&OX • •• • • • 00.$OXXO1,1/4"ELCO TAPCONS ��vtlly•rbiq�eFrorWx GLASS TYPES A,B,C,Q E GLASS TYPES A.B,G D,E GLASS TYPES A,S.C.D,E GL�S93VP! •A gyp,C•D, • GLASS TYPES A B,C.D,E 6r+in8Euk ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE AlGHOG TY9E ANSHOR WIRE2.1/4"ELCO SS4 CRETE FLEX &SUBSTRATE 2.3,WOOD 1,2.CONC &SUBSTRATE Z3,WOOD 1,2,CONIC &SUBSTRATE 2,3,WOOD 1.2.CONC & ReE�,3. D 1.2.COW TE 2.3.WOOD 1,2,CONC MASONRYANCHORS t t' DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES V1IDTHS LOADZ NES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES w3.#12 SCREWS(135) 25.50 ")W-47.75 m 101-10.76 "V-26 Ir-25.60 TO 37.50 TO 71.75 TO 36.75 TO 3VA60• • • • •TO•39.50 L L • 4.ENCIRCLED ANCHOR t> L ' :' w •• • • QUANTITIES IN TABLES 4 N LL r a r ? w a - - m �o i ¢ , ¢ O 'A 76 m � m � � AND 7 PERTAIN TO THE � � B i m �d�- r ' •• m o m • •• m 9 m EXAMPLE ANCHORAGE a a =p r$ p x$ SIDE q a Q 51� SOLUTION ON SHEET 8. Q 7 xxt• � sxr w , w LITE x � -. LI1E lA tf) d r. WIDTH x HT. X x x` x �(ac 3 WIDTH x HT. # �'xK WIDTH x HT. O O O O wmrrl x HT. C7 0 x x o o x x WIDTH x HT. 0 0 x 0 0 x 0 $ J 6 25.50 x 79.75 5 21 7 4 2 3 47.75 x 79.75 4 3 6 4 2 1 31 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 0 4 2 10.75 x 79.75 4 2 4 2 N $OC 83.7 5 2 7 4 2 3 83.75 5 4 7 4' 2 3 83.75 4 1 4 1 83 7 4 2 4 2 83.75 4 2 4 2 Lyl 87.7 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.7 4 2 pKo 4 2 Cpp 87.76 4 2 p 4 2 p W ~ 91.75 6 2 7 4 2' 3 91.75 5 4 7 4 1 2 3 91.7 4 1 4 1 91.7 4 2 D 4 2 Oc 81.75 4 2 4 2 0 LuLu 96.75 6 2 7 4 2 3 95.75 6 4 7 4 i 2 3 95.75 4 1 4 1 95. 4 2 4 2 95.76 4 2 4 2 N O 27.50 x 79.75 5 2 7 4,21 3 51.75 x 79.75 5 4 7 4' 2 3 12.75 x 79.75 4 2 4 2 1276 x 79.7 4 2 tQ 4 2 12.75 x 79.75 4 2 9 4 2 07 LL 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 4 2 -4 83.75 4 2 4 2 0 06 0 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 2 m�m 4 2 m 87.75 4 2 g 4 2 Q ^� 91.75 6 2 1 7 4 2 5 91.76 5 4 7 4 2 3 91.75 4 2 4 2 91.75 4 2 F 4 2 F 91.75 4 2 j 4 2 0 !n 95.7 6 2 7 4 2 5 95.76 6 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 4 2 95.75 4 2 4 4 2 a I- s Z 29.50 x 79.7 6121 6 1412 3 65.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.7 4 3 � 4 2 LL 19.00 x79.75 4 3 2 uq V 83.7 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.7 4 3 4 2 40 83.75 4 3 W 4 2 W Z 87.75 6 2 8 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.7 4 3 4 2 87.75 4 3 e Z 4 2 e 2 0 W 91.75 6 2 8 4 2 5 91.75 8 4 7 4 3 5 91.75 4 2 4 2 91.7 4 3 q 4 2 91.75 4 3 = 4 2 = O LL 95.7 6 2 8 4 2 5 95.75 8 4 8 4 3 5 95.75 4 2 4 2 95.75 4 3 3 4 2 95.75 4 3 0 4 2 A A U j p ILL 31.50 79 75 5 2 8 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.7 4 3 4 2 I] 21.75 x 79.75 4 3 4 2 99 .3 83.7 8 2 8 4 2 6 83.76 5 5 8 4 2 3 83.7 4 2 4 2 83.7 4 3 = 4 2 I= 83.75 4 3 4 2 u. Q Q 87.75 6 2 8 5 87.7 8 5 8 4 3 5 87.75 4 2 4 2 87.7 4 3 w 4 2 w 87.75 4 3 -4 4 2 4 91.7 6 2 8 4 2 5 91.75 6 5 6 4 3 5 91.7 6 2 4 2 91.7 5 3 4 2 ' 91.75 6 3 p 4 2 p 95.7 7 2 10141215 95.75 6 5 8 4 3 5 95.7 5 2 4 2 95.7 5 3 ¢ 4 2 95.7 5 3 °+ 4 2 ^ Ii n 33.50 x 79.7 6 3 8 4 3 3 63.75 x 79.75 5 5 8 4 2 3 27.75 x 79.7 5 2 4 2 27.75 x 79.75 5 3 drq 4 2 27.75 x 79.75 5 3 4 2 P 83.7 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 z 4 2 a 83.7 5 3 f. 7-2 87.76 8 3 8 4 3 6 67.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 < 4 2 a 87.7 5 3 0 4 2 a a 81.75 7 3 10 4 3 5 91.75 8 5 8 4 3 5 91.75 6 2 4 2 91.75 6 3 4 3 91.75 6 3 4 3 a s 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.75 6 3 m 4 3 Ott 95. 8 3 4 3 W oZ z 35.50 x 79.75 8 3 8 4 3 5 67.75 x79.75 6 5 8 4 3 5 36.13 x 79.75 8 3 4 3 3813 x 78.75 6 4 4 3 r 38.13 x 79.75 8 4 4 3 m 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 6 3 4 3 83.75 6 4 O 4 3 83.75 6 4 4 3 87.75 6 3 8 4 3 6 87.75 6 5 8 4 3 5 87.75 7 3 4 3 87.75 7 5 4 3 87.7 7 5 0 4 3 91.7 7 3 10 4 3 6 91.76 7 6 10 4 3 5 91.76 7 3 4 3 91.75 7 6 0 4 3 p 91.76 7 5 i x 4 3 tY 95.7 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 96.7 7 5 ava 4 3 96.75 7 5 7C 4 3 = 37.50 x 79.75 6 3 8 .413 5 71.75 x 79.75 6 5 8141 3 Q 5 36.75 x 79.75 8 3 4 3 36.75 x 79.75 6 4 a 4 3 36.75 x 79.75 6 4 9 4 3 83.75 6 3 8 4 3 5 83.75 6 5 9 4 3 5 83.75 6 3 4 3 83.7 6 4 4 3 83.75 6 4 w 4 3 w 87.75 7 3 10 4 3 5 87.75 6 5 8 4 3 5 87.75 7 3 4 3 87.7 7 5 4 3 87.75 7 5 4 3 91.76 7 3 10 4 3 5 91.75 7 6 10141 3 5 81.75 7 3 4 3 91.75 7 5 m 4 3 h 91.75 7 5 4 3 95.75 7 3 10 4 3 995.75 7 6 10 4 3 5 95.7 7 3 4 3 95.7 7 5 4 3 0 95.75 7 5 4 3 A,LYNN MUJ-M PE REA 58705 % 2X WOOD4' BUCV,NOTE 2 3A KSI MIN.CONC. �—mllfslE.D. MIN E." D.13/4' 2X WOOD 3.4 KSI M 3 BUCV,NOTE 2 IN.CONC. 1141 F 0 1`� , 1 314'MIN.E.D. a. 1XWOO%BUCK NCgE 2 monuc.r o"Em 1 3/8"TYPE I ascowpWft*itbtkoFIwWs 1X WOOD- 1 3V TYPE I 13/4"TYPE 2 1314"TYPE 2 BUCK,NOTE 2 • MIN: atr :118 BU MIN.IN. Li 004 0 • ALI 114"MAX. 114"MAX. lw MAX. MAX me PAP C-atra T— SHIM SHIM W EXT. SHIM WOOD NIF :0 CONC. EXT CONC. ANCHOR 0' EXT. EXT. 7, ANCHOR 04 LL TYPE 2 OR 3, ANCHOR. • R & NOTE I - NOTE I NOTE 1 0 3 • 1 1/4-TYPE I OR 2(CMU) 2 a Ro,* 4bAl DOOR HEAD(WOOD) DOOR HEAD(GONG) :rl E 13(al 1318'TYPE 1(CONC) IDE LITE HE SIDE LITE HEAD(CONC) co 0 lw MAX SHIM MIN. 1/4" 1314'TYPE 2(CONC) 1 1W TYPE I OR 2(CMU) 9.0 t6 SHIM1/4'MAX SHIM 1/4MAX SHI 1318"TYPE 1(CONC) 1 3ff MIN. ? c' 3/4'MIN.E.D. Irr= 1314-TYPE 2(CONC) WOOD F- CONC.—��' ANCHOR ; .:-,: N.E.D. ANCHOR, 7-1 1 llf--'. ON CONC wr NOTE 1 STAGGERED ANCHOR 1.5 KSI MIN.CMU OR u- CENTERS,- ON �01 WOOD 3'.4 KSI MIN.CONC. 0 TYPE STAGGERED ANCHOR 1 "MIN.E.D. 20R3, CENTERS, TYPE -: fn 'I 3/4"MIN.E.D. vG NOTE NOTE 1 20113, U) 2X WOODEXTIXWO WOOD 2X WOOD I NOTE 1 . fl-.5-dl MIN.CMU OR EXT. Lu z BUCK NOTE 2 NO MIN.CONC. BUCK,NOTE 2 1X WOOD BUCK NOTE EXT 0 m I DOOR JAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) Lu w z w WOOD ANCHOR TYPE 2 CONC.ANCHOR it r- OR WOOD 1 LL 0 WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 CONC.ANCHOR,NOTE 1 1X WOOD . 0 EXT. BUCK NOTE 2 A L) LL EXT. 1/4"MAXXT- 1NOJTE4?MAX. MAX z SHIM SHIM 9 '1W MAX SHIM 1318-TYPE I 3/8"MIN. C4 C4 > 134-TYPE 2 13/8'MIN. I 318"TYPE 1 3A KSI MIN i..:-.i- I 314'TYPE 2 34' 3.4 KSI MIN.CONC. CONC. 2X WOOD BUCK NOTE 2 2X WOOD BUCK NOTE 2 j 1314! SILL(Wo --I f CL DOOR OD) ~DOOR MIN.E.D. � -91LL(CO'4� SIDE LITE SILL(WOOD) -- ----------- SIDE LITE SILL(CONC) oz Z NOTES: 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4'TAPCONS EMBEDDED 1318-MIN.(TYPE 1) OR 1/4'SS4 CRETE-FLEX EMBEDDED 1314-MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4-. FOR WOOD INSTALLATIONS USE #12 SCREWS,G6(TYPE 3)OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3f8r MIN,(TYPE 2). 2.WOOD SUCKS DEPICTED AS lx ARE LESS THAN 1 1/2"THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE 7n� AUTHORITY HAVING JURISDICTION(AHJ). 8; 16 3.IF SILL 15 TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. k LYNN Mil I ER PS PE4 58705 PRODUCT APPROVAL NUMBER: Fl. #9520.1 OPENING IDENTIFICATIONS: 0000 . . .... 0000.0 .. . 0000 Between Openings 2/3 :08:98 '00 0 :0000: 0000.. Between Openings 4/5 :::::: ;e�;;' :::ee9 Between Openings 6/7::.::: . . . . 00000 . Between Openings 8/9 11 :....; Between Openings 10/11 Between Openings 12/13 At Opening 14 At Opening 20 At Opening 22 8/11[2016 Florida Building Code Online Yl A111 OT T =- SCIS Home Log in Use,Registration I Hot Topics I Submit Surcharge i Stats&Facts i Publications FBC Staff i BCIS Site Map Links Search dProduct Approval bor( k USER: Public User Product Approval Menu>Product or Application Search>Application Li >Application Detail —41-L--17- FL# FL9520-R6 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 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc see*** Technical Representative Erin Koss 0* a *see 0 Address/Phone/Email 1900 SW 44th Ave. 0 0 0:0 0 : 0 0 00.0 :0 Ocala, FL 34474 000000 0 0 0 (352) 368-6922 Ext 291 • *Do* *666 :0 0 0 a: ekoss@cws.cc 0 0000 0 000000 0000• **:so: : 0000 00000 Quality Assurance Representative Jay Lathrop 66 so 0000 000000 0 Address/Phone/Email 1900 SW 44th Ave. 000000 0 0 Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc .0. • Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE � Validation Checklist- Hardcopy Received Certificate of Independence B-9520 R6 COI EvalRep CWS-836A(3 in Mull. IMP),Ddf Referenced Standard and Year(of Standard) Standard Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By httpsINAvw.floridabuilcring.org/pr/pr._app_o.aspx?pararn=wGEVXQwtDqvlHvmLURWcZl2qTLWblN2aqRxzMLpc%3d 1/2 8111/2016 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/16/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/17/2016 Date Approved 04/12/2016 Summary of Products FL# Model,Number or Name Description 9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion, Horizontal &Vertical, Fin&Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R6 II 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 Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Large Missile Impact; See Installation Instructions FJ-9520 R6 AE EvaIReD 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 applications. (IMPACT) s••• Limits of Use Installation Instructions • •••• •••••• Approved for use In HVHZ:Yes FL9520 R6 11 CWS-837%(A'in dull, IMPQ.Ddf •• Approved foor use outside HVHZ:Yes Verified By: Lucas A.Tir by 201 •••• •••0• Impact Resistant:Yes Created by Independent iid arty: Yes Design Pressure: N/A Evaluation Reports """ ' ;....; Other: Large Missile Impact; See Installation Instructions FL9520 R6 AE EvalRe GW" 7A 4 ineNsIO IMP . Af • and Evaluation Report for complete list of Limitations and Created by Independen JU" arty: A6.•• ••••• Conditions of Use. ' ' 9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion,F r*rizontal &Ve Tical, Fin&Flange applications. (IMPACT) • • • • Limits of Use Installation Instructlogs • �""' . • Approved for use In HVHZ:Yes FL9520 R6 II CWS-838: 516 in Mull, IMP . df 000000 Approved for use outside HVHZ:Yes Verified By: Lucas A.Tur r 5 01 • • goo • • Impact Resistant:Yes Created by Independent Third Party:Yes •• Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R6 AE EvaIReD CWS-838A(5.5 in Mull. IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. l�acls Went Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Copyright 20D7-2013 State of Florida. ::Privacy Statemenk::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: rWAVIA FGNR a Credit Card Safe httpsJ/www.floridabuildirig.org/pr/prapp dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZl2gTuypublN2aqRxz26Lpc*/*3d 212 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 836A April 27, 2015 Product Description: PVC 3"Mullion H-1758 Manufacturer: Custom Window Systems, Inc. 1900 SW 44h 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 5t`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-836A, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3833-1, 4A, -2, -2A, -3, and-3A, 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 1886-02'04165,ASWE ••••:• 1996-04/06/09, and AAMA 450-06 . . ...... .. . ...... 4) Supplemental Calcs.to support CWS-836A, signed and sealed by LuraAA. Turner,P.E. .... .... . . Installation: Units must be installed according to approval document CWS'836A. "" ee•" ...e.e • e. eeee• .• .e .ee. .e.ee. Limitations of Use: This product: ...°.. • May be used up to the sizes and design pressures as shown in CWS-836A,using cliffs as '•"" shown in CWS-836A ° • 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. +�*V%r11ru118111 ++ p3►JRENIo !Or No 50201 * 4/27/2015 Lucas A. Turner P.E. :°A STATE CSF ;4U X10 ;�%'. A "P •.:�vM.• FL PE#58201 .4.0R1D N 14,'*ie� �q Lucas A. Tumer rrrrrr 2015-04-27 21:00-04:00 . ... . . ... % .. % .. . . . . . . . . . . ••• • • • OTES: mm3" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH II, yS MS SHOWN W/DIFFERENT OPTIONS • • • THE FLORIWWILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH • • • • • VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 0 SW 44TH AVE. • • •• • • • It IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 • • • • • • • • • WWW.CWS.CC • • • • • • • • • • •• 2VE 3.SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 3"PVL' -------- -------- (REFER TO SHEETS 2-3) •• •• ••• •• MULL BAR • • • • • • a.ANCHORAGE:THE 331/3°/,STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT • ••• • • • • IGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. W INDLOAD :0. URATION FACTOR Cd--1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. O I •• • • • • • 000 •• 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. N uj 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER ANCHOR GUP —————— —— ANCHOR CUP g Fp DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. — — . � } I p I C I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w m 6 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE Cq II I APPROVAL ZLL O Be 6 O I O I S.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY 1 I I I APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY Z W REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, w OC BUILDING OWNER OR CONTRACTOR. o a I II II I � 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS I I I I DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY X I I X I X I CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. ¢ Z I II II I 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. �yORE. T♦�� 0 0 9 9 ANCHOR CUP 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. �JGPGJ'•\1\C E EXAMPLE HORIZl.VERT.MULLION VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. v_ No 58201 FOR SECTION VIEW ONLY ANCHOR CUP STATE OF �� Lucas A.Tumer ! '�,'�F•.4 O R i o P: 2015-04-27 '••,Ss+Qti wA� �;a,• 21:00-04:00 I I1 O i x� O I I I 4/27/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 �/ PH.941-380-1574 X L X SHEET DESCRIPTION: TABLE OF CONTENTS110 I GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS...............1 _ _ ^- DRAWN BY: DATE: DP CHARTS.................................................2-3 ADE 09/27/12 BOM&EXTRUSIONS.....................................4 ANCHOR CLIP EXTRUSIONS.................................................5 DWG e: REV.: SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR CONFIGURATIONS&ANCHOR NOTES.......8 CWS 836 A INSTALLATION DETAILS..........................9-10 PVC WINDOWS FOR SECTION VIEWS ONLY SCAB: SHEET 1.25 1 OF 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3'Mullion H-1758,with 1522 clips using four(4)910 Scr*ws' W =r WETAL ter 3/6r 81N Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4'ELCO ULTRACONS. QR�ww OPENING SIZE On.)39 51 57 63 69 75 318 81 87. .99 107 3/8 I[We• 120 126 132 138 145 3/8 1900 SW 44TH AVE. 7 80.0 80.0 80.0 80.0 80.0 80.0 80.0 .0 • 0.0 0 8 0 S0. 80.0 80.0 80.0 80.0 80.0 OCALA FLORIDA 34474 c 42 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 88.0• • •8(!.0 •80.0 8010 80.0 80.0 80.0 80.0 80.0 W W W.CWS.CC 4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 .0 .9 .0 .0• 80.0 • •80a0 80.0 80.0 80.0 80.0 65.0 531/8 80.0 80.0 80.0 �.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 60.0 80.0 80.0 80.0 65.0 65.0 65.0 3"PVC a 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 63 80.0 80.o eo.o ao.o so.o so.o ao.o ao.o 7s.9 •7r�s• Za.a. 7?•rj. s5.o MULL BAR 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0• • •690• •69 • .0 IMPACT 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1• • •65k0• 835 1 • 72 65.0 65.0 1 65.0 1 65.0 65.0 65.0 65.0 64.9 611.7,4-57,1;1 -,-590 •• DP CHART IS FOR: NON-INTERSECTED IMPACT 3•MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): g o �1522 �ITWTAPCONS ! � wm ELCOULTRACONS INTO SOUD CONCRETE or WOOD Z O --------------------------------------------------------------------- a co Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3'Mullion H-1758,with 1776 clips with six(6)#10 Screws into WOOD or METAL or 3116'ITW Tapcons or ELCO ULTRACONS Into SOLID CONCRETE or w O ¢ WOOD per each and of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4'ELCO ULTRACONS. o a OPENING SIZE pn.) a U 39 45 51 57 63 69 75 318 81 87 93 99 107 3J8 114 120 126 132 138 1453/8LU 0 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 a z 48 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 u�uar � 53118 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 85.0 65.0 65.0 z 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 6.5.0 J� P.•••••••LU 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 .V• 82F ?�• V6872 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 v: No 5820165.0 01 •:�� 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 = o a e :9•• STATE OF DP CHART IS FOR: X00*1.,A, •�� NON-INTERSECTED IMPACT 3-MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): NOTES: 1.THE MULL BAR IN FOCUS 00E`S;•.<,p CONFIGURATION IS GIVEN OWN IN BOU) �� lA, 1776 CLIPS -(6)#10 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL (6)3/16°ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BAR(S)ATTACHED TO IT(SHOWN IN DASHES) Z THROUGH THE USE -(6) 1/4'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK INTERSECTED MULL BAR MULL BAR CUPS.AR W ILL ALWAYS BEE 4/27/2015 ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 1 LUCAS A.TURNER,P.E. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE#58201 TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE. TW W TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE NORTH PORT,FL 34288 VERTICALMUWON YF�tTICALMULLION VERTICAL MULLION VERTICALMUWON 7WM TRIPLE TWIWTRIPLE PH.941-380-1574 rHONTAL MUWON HORIZONTAL MULLIONHORIZONTAL MULLION ;SHEET DESCRIPTION: DP CHARTS r r NON-INTERSECTED z I= F OPENING MULLS Z 2 (7 SIZE DRAWN BY: DATE: M 0 a I ADE 09/27/12 L L g 0 w DWG 6: REV.: I LII LI o CWS-836 A } - OPENING SIZE ---I OPENING SIZE r� F--- OPENING SIZE--I OPENING SIZE MULL LENGTH - 4 F-MULL LENGTH --«� MULL LENGTH - SHEET 1:1 2 OF 10 . . ... . . . ... .. .. .. .. . . . . . . . . . . Design Pressure Chart(PSF)for INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 s toD r or 3/ =aprons into SOLID CONCRETE or WOOD,or 1776 clips with six(6)#10 Screws Into WOOD or METAL or 3/16"ITW Tapcons into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. OPEWNG SIZE On.) Qwoffffl 39 45 51 57 63 69 753/8 81 87 • 98• 98 410 3/8 •114•0 0 120 126 132 138 1453/8 1900 SW 44TH AVE. 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 Q.0 .Q, •50.0 • 50.0 50.0 50.0 50.0 50.0 OCALA,FLORIDA 34474 C 423/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50. 0 50. 50.0 50.0 50.0 50.0 50.0 WWW.CWS.CC 48314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0• 50.0 5910 •50.0 990.0p 50.0 50.0 50.0 50.0 50.0 531/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 .3n PVC ILI57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 MULL BAR 63 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 •0.0 ip 5%0 •50.6• 50" 5D.0 49.4 47.3 68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 50. 47.6 IMPACT 72 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 60.9 1 60.0 •45.,P 1 44.09 75.375 1 50.0 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 1 50.0 4 0 46. .%• •• DP CHART IS FOR: g o INTERSECTED IMPACT 3°MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): 1522 CLIPS w m -(4)#10 SCREWS INTO WOOD or METAL (4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z (4) 1/4°ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCKIL 0 1767 CLIPS z w -(6)#10 SCREWS INTO WOOD or METAL w 2 (6)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD o a (6) 114°ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK �+ o W � 5 O Q Z ,,.0 34DREIV TWIN/TRIPLE HORIZONTAL MULLION ,�.Op�;.��G E N g�G�tiy� VERTICAL MULLION :• No 58201 wroe * �cc STATE OF ,4U z z I �SINGLE1 %�i0�"" O R� ITRPLE� ,•,�sSiONA��G ` C�. UNITS LI BELOW I Z� II I 4/2712015 F_OPENINGSIZE 1- MULL LENGTH--� LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: NOTES: DP CHART 1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. 2.AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN BY: 'DATE: BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/12 THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE DWG#: REV.: ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 A 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SHEET to TO THE SUBSTRATE AND OTHER MULL BARS. 1;1 3 OF 10 i . . ... . . . ... .. .. . . . .. .. . . . • . . . . . . . ITEM PART# DESCRIPTION • ••• • • • • • • "T"MULL.BAR CLIP "L"MULLBAR CUP �())//77((�jj//�� FRAME TYPE OPENING Cr�UJLK4// 1 H-1758 1318"x 3"MULLION TUBE LINE ITEMS NOT USED: (F-1522-XXX) (F1767--XXX) IILL��11//� 2 #10 OR#12 HEX WASHER HEAD TEK SCREW'(see note below) 5 6,12 NE 13 F-1767-001 3 #10 x 1 1/2,PANHEAD PHILIPS ZINC FLANGE WINDOW SVSTEl9S 4 #10 FLAT WASHER ••• ••• 000 • •• •i • RETRO F-1522-0OB F-1767-007 1900 SW 44TH AVE. 7 S-1897 MULLION CUP • • •• • • • • • • • • NE -013 F-1767-004(L&R) OCALA,FLORIDA 34474 8 SEALANT i l i i i i •i i i FW RETRO F-1522-013 F-1767-004(L&R) WWW.CWS.CC 9 S-1895 DRIP CAP • • • •• ••• NEW NOT RECOMMENDED F-1767-001 10 S-1896 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767-001 311 PVC 11 S-6018 MULLION INTERIOR COVER 13 P-3486 MULL BAR CAP •• • • • •• 41640 •• MULL BAR 14 F-1522-013 3"SLOTTED NEW CONTRUCTION FW MULL CUP •• i•i i i : : :• •• IMPACT 15 F-1522-D06 3"SLOTTED T-CLIP • • • • • •• • • 16 F-1767-001 L-ANGLE 3'MULL CLIP,STANDARD • • • • • • • • • 17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT 18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT N 19 1#10 HEX WASHER HEAD TEK SCREW 20 1#10 FH TEK SCREW } USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT w m co Z L O 7116 1314"� 1/2• 11/1��l ;K�— 17/16"1 17/16' 9/32" Z > 1!2• 2 0 W 7— 11 11� 10 7116' 7116' wa ►- L • o 0 1/16" t/16" DRIP CAP S-1895 1 13116" 1 13/16' MULLION INTERIOR (1 15116'1 3f8• < U COVER S-6018 FLANGE ADAPTER S-1896 1 3116' o y 27n6• 1a• jL ill/161 (1 7/8•) a 0 13/6- 1� 41/8" 13118 I I t�tlUtt111/111 t L %%%PNOREI..�G4tt TOP VIEW 27/16" 5/16' 440, .�LGENSE•.�2i�. 1 213/16• Ire" v: No 58201 21116" 51 8' LUI I t. 9STATS OF 1 3116' Ire" 13114"—] 3/4"— I--1 3B"--I 23118' ,�ti�cCs�.� 3"MULLBAR H-1758 t111SldNA; �t�� MULLION CUP S-1897 4/27/2015 21 2va' a 7!8' LUCAS A.TURNER,P.E. F-1522 006 FL PE#58201 1/8' RETRO!FLANGE CLIP 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 1 =471W SHEET DESCRIPTION: F-1522-013 / NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS A SCORE,BEND AND BREAK TO REMOVE FIN FOR FRAME / DRAWN BY: DATE: ATTACHEMENT TO MULL BAR ADE 09/27/12 DETAIL A TYP.FIN FRAME 3:1 DWG M -REV.: CWS-836 A SCALE: NOTE:•ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 12 4H OF 10 . . ... . . . ... .. .. . . . .. .. . • • ••• • • • • • • "1"MULLBAR CLIP "L"MULLBAR CLIP FRAME TYPE OPENING (F-1622-XXX) (F-1767-XXX) (C(7//( J"m FLANGE NEW F-1522-013 F-1767-001 WINDOW SYSTEMS L�- • •• • • • ••• RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. i i i• • i i i i • •s • NEW F-1522-013 F-1 767-004(L&R) OCALA,FLORIDA 34474 • • • • • • •• • • FW WWW.CWS.CC • • • • • • • • • RETRO F-1522-013 F-1767-W4(L&R) • • • •• ••• NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-1767-001 .3"PVC •• •• ••• •• MULL BAR • . ••• • • . ••• . IMPACT V fd 1 18 � ❑ Lu m —2314" 21/4' 8 z O LL lq cr o W 15/8• ((22 3/4.1 2 7/16" (L / O 6fn 318'7(2)) A LU ❑ T I 7/16'THRU(TYP) 1/4"THRU(TYP) Q 0 OUTSIDE ,,,iilUiiiB+q�f� glDREby t 4i 1 1/4•(TYP)� 7/16 (TYP) ��Gp�;,��6E"Al G"Qti��• 318' 0w v: No 58201 '�1)1. 1 5/8" (2 3/4') 1 8" w ' f STATE OF eA 3" %0*. � j OR L CD ve 2NA� z� �- —67/8" 4/27/2015 LUCAS A.TURNER,P.E. 2 3/4• 2 3/4" "L'ANGLE 3"STANDARD MULL CUP-F-1767-001 FL PE#58201 s 5• 1239 JABARA AVE. NORTH PORT,FL 34288 "L'ANGLE 3-MULL CUP,FIN(LEFT)F-1767-004L "L"ANGLE 3-MULL CUP,FIN(RIGHT)F-1767-004R PH.941-380-1574 OUTSIDE ,SHEET DESCRIPTION: EXTRUSIONS ;DRAWN BY: 'DATE: ADE 09/27/12 rDWG0:REV.: CWS-836 A SCALE: SHEET 12 5 OF 10 ••• • ••s ••• • • ••• •• • •• •• • • • ••• • • • • ••• WIPICr�SY5TEP9S *so •• •i i•i 1900 SW 44TH AVE. 0• • i * OCALA,FLORIDA 34 474 • • • • • WWW.CWS.CC • • • 0 0 0 • • • 0 000 3"PVC m SEAL � MULL BAR SEAL BEHIND FLANGE O PRIOR TOIAT17AND CH NG 0 GE 0• • •• APPLY SEALANT ALONG FULL o IMPACT PRIOR TO ATTACHING TO MULLION • • • •• TH WINDOW FRAME 2 TO MULLION 2 • • • • • GROG PRIOR TO ATTACHING 9 i •• 1 • • • i•• •• COVER 11 11 j 11 11 I I N F-- C� FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL } Lu m U3 O a In uj ^a 1 HORIZONTAL MULL BAR SECTION i 1 HORIZONTAL MULL BAR SECTIONi�VERTICAL/HORIZONTAL MULL BAR SECTION u O cr IL !FLANGE FRAME WINDOW B FIN FRAME WINDOW s BOX FRAME WINDOW w FrL L- U w - - - - — - - - - -- - - - 1- - az APPLY 11 1 2 11 / 2 FULL LENGTH OF SEALANT TLLBARONG GROOVE ��PP`DR.EW' 4i PRIOR TO ATTACHING DRIP Gj G �i ADAPTOR ,��GP'.•;LGEIYg u +'v: No 5$201 •'?� FIN MUST BE REMOVED O �i 6 3 ;a WHERE WINDOWS 1 :9 STATE OF ,4U- CONNECT TO MULL - - 9 O O �,'�;w4 OR k R, DETAIL A Z SEAL BEHIND FLANGE 4/27/2015 SEAL BEHIND FLANGE—' 10 (SEE DETAIL B) PRIOR TO ATTACHING 10 (SEE DETAIL B) LUCAS A.TURNER,P.E. PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FULL FL PE#58201 TO MULLION LENGTH OF MULLBAR GROOVE 1239 JABARA AVE. PRIOR TO ATTACHING FLANGE NORTH PORT,FL 34288 (!:)VERTICAL MULL BAR SECTION (e1 VERTICAL MULL BAR SECTION ADAPTOR PH.941-380-1574 6 FLANGE FRAME WINDOW 8 FIN FRAME WINDOW L SHEET DESCRIPTION: SECTION VIEWS MULLS �O C� '.DRAWN BY: 'DATE: ADE 09/27/12 10 DWG#: I REV.: DETAIL B CWS-836 A • SCALE: SHEET 12 6 OF 10 •• •• • • • •• •• • • • • • • • • • • • 0 see VVINGiOiN SvsTEMS LLL�� •�� • ••• 1900 SW 44TH AVE. CDCD0 • • •`i • • •• OCALA,FLORIDA 34474 • e • • • • •• • • WWW.CWS.CC ------CD3"PVC ' .. ... .. it MULL BAR • • • • e • • I, IMPACT 13 A 1 Lu CD TOP VIEW SECTION VIEW A-A Z FIN FRAME LL O N W W O cr IL i w 5: a. w �5"MULLBAR(H-1780) � o / (SEE SEPARATE APPROVAL FOR 2 4'MULLBAR(H-1759) APPROPRIATE DP CHARTS) (SEE SEPARATE APPROVAL FOR 2 4 Z r� t APPROPRIATE DP CHARTS) 0 ��`��iDRE6y♦♦♦ ♦ IZ= C3 OL ,aa�p ate`5 P. rG♦moi 9 9 1 -4 t No 58201 •'�?� SEE NOTE 1 7 11118'MAX.EDGE DISTANCE 11�MAX.EDGE DISTANCE fl; ;af SEE NOTE 1 7 11/16'MAX.EDGE DISTANCE 1 SEE NOTE 1 7 1 90. STATE OF ;Au t � �•M1 0 R.OP.\,2•,aa 1 1 ♦♦♦♦♦ss*ONAI�NC�`a 19 SEE NOTES 1&2 19 SEE NOTES 1&2 Cl)-- 19 SEE NOTES 1&2 SEE NOTE 4 IO (1 EAJCUP) (1 EA/CUP) SEE NOTE 4 26D (1 EAJCUP) ® SEE NOTE 4 4/27/2015 /C1 5"HORIZ TO 3'VERT.MULLBAR SECTION /"C�4'HORIZ.TO 3'VERT.MULLBAR SECTION �C1 3"HORIZ TO 3'VERT.MULLBAR SECTION LUCAS A.TURNER,P.E. 7 FF E FRAME WINDOW 7TFCd�7Ul=Fl AAI@WATD� �FUWUEFRAGI FL PE#58201 1239 JABARA AVE. NOTES NORTH PORT,FL 34288 PH.941-380-1574 1. SLIDE CUP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(QTY 1),AS SHEET DESCRIPTION: SHOWN ABOVE SECTION VIEWS 2. PRE-DRILLED HOLES(THRU HN CUP 1897),BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 91W AND A MINIMUM CENTER TO CENTER SPACING OF 112". DRAWN BY: DATE: 3.THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO•MULLBAR CONNECTIONS, ADE 09/27/12 REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL).THE FULL LENGTH DWG♦: REV.: MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL CWS-836 A 4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SHEET CLIP. OR PILOT HOLE THRU ALL MATERIAL. 1:2 7 OF 10 • • .•. .•• • • .•• .. .• . •• •• • • ••• • • • • ••• • • • • ••• NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL WINDOW SYSTENdS VERTICAL MULLION VERTICAL MULLION V5RTICALOWLUON • • VERITICAI•I4IY.LION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. • • THROUGH THE USE OF MULL BAR CLIPS. AN OCALA,FLORIDA 34474 • • •• • • • • • • • INTERSECTED MULL BAR WILL ALWAYS BE WWW.CWS.CC i i i i i •i i i ATTACHED TO THE SUBSTRATE AT BOTH ENDS. o • 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. 3"PVC •• z MULLBAR • .li ••• •• •. ;•: : ;• IMPACT .• . . • • L• ••• • I IILii F• OPENING SIZE OPENING SIZE OPENING SIZE OPENING SIZE O TWIN/TRIPLE HORIZONTAL MULLION ! w m TWIN TRIPLE TWINITRIPLE VERTICAL MULLION i� Z HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION LL O r a > W W L OPENING ——— —— w z ISINGLE1 S� TIN az w I o OR aD D o tUn a z L E �za O ITRIPLE� a.aLUozI UNITS Lu CL o BELOW MULL LENGTH I--MULL LENGTH —4 L MULL LENGTH L I I I-�OPENING SIZE � � MULL LENGTH ��Gp`;.��G E AI SF•.��,. �v: No 58201 :9 90 STATE OF •:��`: NOTES: 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 IN THE WINDOW UNIT APPROVAL 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 SAME SIZE(#10 OR#12)AS THE `y.L 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 MULLBAR. r 4/27/2015 2.MULL CUP INSTALLATION ANCHOR TYPE.SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. LUCAS A.TURNER,P.E. 3.ALL MULL CUP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 4.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 PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. SHEET DESCRIPTION: 5.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-1 X BUCKS 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 IN THE CLIP LAYOUTS ON SHEETS 4-5. DRAWN BY: DATE: ADE 09/27/12 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. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-836 A 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: LE: SHEET FML2/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMAIWOMA 300(EXTERIOR DOORS) 1 1 8 OF 10 . . ... . . . ... • • • • • • • • • • • • ••• • • • • ••• rr • •• • • • ••• 1900 SW 44TH AVE. • • • • • • • •• • • • •• • • • • • • • • OCALA,FLORIDA 34474 • • • • • • •• • • WWW.CWS.CC 3"PVC MULL BAR •• • • • •• ••• •• IMPACT . ... . . . . .. . RETRO FIT 0 : : :•• •"L"ANGLE MULL BAR CUP MULL BAR CLIP •• • • • • • ••• • •TWO REO'D PER EACH END OF MULL Ca MULL BAR � MULL BAR INSTALLATION ANCHOR s INSTALLATION ANCHOR W m SEE TABLE 1 SEE TABLE 1 ADD STRUCTURAL ELEMENTS _ -= ADD STRUCTURAL ELEMENTS Z SEALANT ALONG - = SEALANT ALONG _ O ED AS REO'D TO MAKE LEVEL FOR - - AS REO'D TO MAKE LEVEL FOR a OUTSIDEEXPOS — MULL BAR OUTSIDE EXPOSED — MULL BAR � EDGE BY INSTALLER EDGE BY INSTALLER a W PERIMETER SEALANT PERIMETER SEALANT BY WSTALLER MIN.EMBEDMENT BYINSTALLER MIN.EMBEDMENT ao d INSIDE AND OUT SEE TABLE 1 INSIDE AND OUT SEE TABLE 1 �u m SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS p SEE TABLE 1 SEE TABLE i MIN.EDGE DIST. MIN.EDGE DIST. d 2 SEE TABLE 1 SEE TABLE 1 8 VERTICAL SECTION rE"\ VERTICALSECTION TYP CALFLANGE(RETRO FIT)ANCHORAGE a TYPICLANGE ('L'ANGLE)ANCHORAGE ��``��gNDRE fT 4� HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATIO HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION �OQ9,y`0 E �v t No 5B2D1 � 03 aY'C X90: STATE OF :�� T � a. i��4sl�NA;tiE�►`�, 4/27/2015 NOTES: LUCAS A.TURNER,P.E. 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201 1239 JABARA AVE. AWBOTFIXT"WE ANCHOR TYPE MIN.EMBEDMENT 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 CONCRETE(2.0 KSI MIN.) 3/16°ITW TAPCON 1° 3' AFTER INSTALLATION. PH.941-380-1574 SI MIN.) 3/16"ELCO ULTRACON 1-3/4" SHEET DESCRIPTION: RECESS RETRO HOLLOW or GROUT-FILLED CMU 1-1/4" 2-1/2° 3 UNIT AS NEEDED MULLION CUP 3/8"MAX FOR CLEARANCE OF WINDOW INSTALLATION DETAILS 3/16"ITW TAPCONFLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-318" 7/8° 4.FOUR(4)ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEETS 2-3. THREE(3)ANCHORS REQUIRED PER"L°MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE: 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8' ADE 09!27/12 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULLTHREAD 7/16" 5.SEAT MULLION TIGHT TO MULL CLIP. DWG 0:REV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" CWS-836 A 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW 1/8'SWEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SPECIFIC INSTALLATION DETAILS. S SHEET 1:2 9 OF10 . . ... . . . ... •• e• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• WINDOW STSTEPIS • •• • • • •01900 SW 44TH AVE. • • • • • • • •• • OCALA,FLORIDA 34474 • • e• • • • • • • • • WWW.CWS.CC 3"PVC MULL BAR •• ••0 e•• •• IMPACT . ••• • • . • •e . • . . . • .. . . . . . ... .. _ W RETRO FIT 'L'ANGLE CUP v F MULL BAR CLIP TWO REQ'D PER EACH END OF MULL Q MULL BAR MULL BAR w m ul f INSTALLATION ANCHOR �� - - INSTALLATION ANCHOR LL d SEE TABLE 1,SHIT 9 it SEE TABLE 1,SHT 9 W w SEALANTALONGE SEALANT !GE " w O 2 OUTSIDE EXPOSED OUTSIDE E](POBED o.; a a EDGE BY INSTALLER o°o°o' o EDGE BY INSTALLER •o'o• w Q EXTERIOR FINISH ' MIN.EMBEDMENT EXTERIOR FlNISH 'off°.;_ MIN.EMBEDMENTCA G U BY OTHERS SEE TABLE 1,BHT 9 BY OTHERS SEE TABLE 1,SHT 9 j PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER BY INSTALLER Q Z INSIDE AND OUT INSIDE AND OUT SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS SEE TABLE 1,BHT 9 SEE TABLE 1,SHT 9 gyp%p*lDREW�h�4 o^ MIN.EDGE DIST. ^o^ MIN.EDGE DIST. � p9 P'�GEAIS'�GQ��i SEE TABLE 1,BHT 9 SEE TABLE 1,SHT 9 A 6 Fes•.2�• F VERTICAL SECTION G VERTICAL SECTION V No 58201 10, TYPICAL FIN(RETRO FIT)ANCHORAGE10 TYPICAL FIN('L'ANGLE)ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION *: * :�► ZIP% STATE OF 140 zz 4/27/2015 LUCAS A.TURNER,P.E. NOTES: FL PE#58201 12W JABARA AVE. 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 AFTER INSTALLATION. PH.941-380-1574 f.SHEET DESCRIPTION: 2.RECESS RETRO MUWON CLIP 3/8'MAX.FOR CLEARANCE OF WINDOW UNIT AS NEEDED. INSTALLATION DETAILS FIN 3.FOUR(4)ANCHORS REQUIRED PER MULL CLIP,SEE SHEETS 2.3. THREE(3)ANCHORS REQUIRED PER-L'MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE: ADE 09/27/12 4.SEAT MULLION TIGHT TO MULL CUP. _ DWG 6: REV.i 5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 A SPECIFIC INSTALLATION DETAILS. SCALE: SHEET 12 10 OF 10 PRODUCT APPROVAL NUMBER: FL #9520.3 .. . •••• •• .... .... ...... OPENING IDENTIFICATION4; �000 ..... Between Openings 24/25/ 6: :" ' .�� . 80/2016 Florida Building Code Online o. 8CIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats&Fads Publications I FBC Staff.Ip BCIS,Site•Map I Links I •Search .i Florida r 00 - Product Approval P USER: Public User Product Approval Menu>Product or ADpllcation Search>Application List>Application Detail FL# FL9520-116 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 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss 666609 Address/Phone/Email 1900 SW 44th Ave. • • 0900 •••••• Ocala, FL 34474 •••• i see* • (352)368-6922 Ext 291 • • • • •••••• •• • •••••• ekoss@cws.cc • •••• •••• • • Quality Assurance Representative ]ay Lathrop •••••• •••••• •• • Address/Phone/Email 1900 SW 44th Ave. .•...• • .. .0;.4' Ocala, FL 34474 • • • • • •• •• •••• •••••• (352)368-6922 Ext 291 • jlathrop@cws.Cc :90:0: • •• • • • • •••••• •••••• Category Windows ••0• 0 •s• • :••••: Subcategory Mullions • • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL9520 R6 COI EvalReo CWS-836A(3 in Mull. IMP).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By httpsJlwww.floridabuilding.orgtpr/pr app o.aspx7param=wGEVXOwtDgvlHvmuJRWcZl2gTuypublN2agRxz26Lpcp/o3d 1/2 M2016 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/16/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/17/2016 Date Approved 04/12/2016 Summary of Products FL# Model,Number or Name Description 9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion, Horizontal &Vertical, Fin&Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R6 II 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 Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Large Missile Impact; See Installation Instructions FL9520 R6 AE EvaIReD CWS-836A(3 in Mull. IMP).Ddf 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 applications. (IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R6 11 CWS-837A (4 in MUIi. �, Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 • • Impact Resistant:Yes Created by Independent:hirci 11grty: Yes"" boo Design Pressure: N/A Evaluation Reports •• • 0000 Other. Large Missile Impact; See Installation Instructions FL9520 R6 AE EvaIReD CV6oWVA(4 in Pj. jMP).Dd9.••: and Evaluation Report for complete list of Limitations and Created by Independent,1"rhLr§P9rty: Yes , • Conditions of Use. **see • 9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion*Ao'rtzontal &,e'rt&cal, Fin&'FTer'Ige applications. (IMPACT) """ ' " '•"• Limits of Use Installation Instructions • Approved for use In HVHZ:Yes FL9520 R6 II CWS-838119311° Mull. IMP).*df • Approved for use outside HVHZ:Yes Verified By: Lucas A.Tufner 58201 0 0 ' •'• Impact Resistant:Yes Created by Independent4Third 4Pa rty:Yes �•�� Design Pressure: N/A Evaluation Reports .• . boo , , Other:Large Missile Impact; See Installation Instructions FL9520 R6 AE EvaIReD CWS-838A(5.5 In Kyllb IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. E9 E.at Contact ::2601 Blair Stone Road.Tallahassee FL 32399 Phone:85D-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail 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.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dldc here. Product Approval Accepts: 10 ® -_— M Credit Card Safe httpsJ/www.floridabuildirig.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZI2gTuypublN2aqRxz26Lpc*/gad 212 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 838A April 27, 2015 Product Description: PVC 5-1/2"Mullion H-1760 Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5t'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-838A, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3833-6, -6A, -7, and-7A, 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-838A, signed and sealed by Lx;c•VN. Turn;ro0P.E. • 0.0000 .. . 0060:0 Installation: Units must be installed according to approval document CWS-08A. :4.00: 0000 0000 . . • • 0000 0000. Limitations of Use: This product: • 0000.. .66.66. 0000. • May be used up to the sizes and design pressures as shown in CWS-8:3Meusin* ips as 6•.... shown in CWS-838A 44'44• •• • Is Large Missile Impact Resistant and does not require the use of shutter$• ••• •••••• 0 • May be used in the High Velocity Hurricane Zone •••• : 6 6 6• : :'• • 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. +�sr��urrrrri ° 5001 4/27/2015 Lucas A. Turner P.E. 'P STATE OF -*4U FL PE#58201 r® �a V�•',�, , Lucas A. Tumer `'+# %9/0 � ;0N1 2015-04-27 2015-0427 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • ••• • • E 5-1/2" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHN�S THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH g00 SW 44TH AVE.• • ••• •• VELQ�ITY FTLVICANE ZONE(HVHZ)AND Is RATED FOR WIND ZONE 4 MISSILE LEVEL 900 S E. • • •• • • • • D IM CT USrF AS DEFINED IN ASTM E 1996 PER THE FBC. W ALA,FLORIDAFL RI34474 • • • • • • •2.COt�F�GU CC ————_—————, 3.SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 5-1/2"PVC r (REFER TO SHEETS 2-3) MULL BAR i • i ••• ••4•VC140VAA:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT I ••• OGBIGN OF THIS PRODUCT.SEE SHEETS 8-9 FOR ANCHOR DETAILS. W INDLOAD •• DURATION 1 ACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. / r • ( • • • • •5.94060WAPPROVED FOR IMPACT RESISTANCE. USE OF SHUTTERS IS NOT Lii REQUIRED. 0 0 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER Y DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. y w m ANCHOR CLIP —— ——— ANCHOR CLIP 7.APP Y ONLY TO MULLION.W NDOWS MUST BE APPROVED HUNDEERR SEPARATE — — ——— — —— — y A II B I I APPROVAL. 6 I I 6 I I I 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY N Z W O I I C O I I O I APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY � O I 6 I I I REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, CL a m BUILDING OWNER OR CONTRACTOR. a U I 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a LU m DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY 0 CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. ¢ d t11n��N VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE �/ I I I I I 10.UNIT WIDTH AND HEIGHT RE NOTX EXCEEDED,AND ULLIONS RgCE ANCHORED AS DM W P��i� X I I X I I X %,��I SHOWN HERE IN. Gp`....NSF I I I I I R-zi : n I I I 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. v No 58201 •.-P 11 I II I I p I VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. 1t F * Let 9 STATE OF G F E D ANCHOR CLIP s a s Lucas A.Tumer '•r��`s C D R+!? ��.� EXAMPLE HORIZ/.VERT.MULLION 2015-04-28 ��iSlQNAtst��P��, FOR SECTION VIEW ONLY 10:48-04:00 zZ 4/27/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS...............1 oRAwN BY: DATE: - DP CHARTS.................................................2-3 BOM&EXTRUSIONS.....................................4 ADE 09/28/12 EXTRUSIONS.................................................5 DWG s: -REV.—: SECTION VIEWS............................................6 CONFIGURATIONS&ANCHOR NOTES.......7 CWS-838 A INSTALLATION DETAILS............................8-9 SCALE: SHEET 1:20 1 OF 9 • ... . ... .. .. . . .. .. . . . . . . . . . . . . ••• . Design Pressure CM.PSF,for Non-Irdetaecled Impact PVC 5 1/2"Mullion H-1760,w/16D3 or 1767 clips. See note belowcW for 04• OPa11NG Sig(1R TWIN Gomm •til i-/i�51 57 63 69 75 81 87 83 89 104 110 116 122 178 134 140 146 VERTICAL MULLIONiWPI ��63 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 rroR�oNrAL nIuwONJ$ 66314 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 72 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 109.9 107.5 105.1 1014 •1010 100.4 WL7. .3 .2 ••• 1900 SW 44TH AVE. • OCALA,FLORIDA 34474 76 110.0 110.0 110.0 170.0 110.0 110.0 109.0 104.8 10Y.4 88.8 98.4 94.3 •9216 0 913 80.3• 89.60 80.2 • y c so 110.0 110.0 110.0 110.0 110.0 106.3 101.5 87.4 94.0 91.6 89.0 86. 83.7 5 1.S A.0 • I V, WWW.GWS.GG 84 110.0 110.0 110.0 110.0 105.1 98.6 95.0 81.0 87.7 S5.3 82.7 80. 78. 77.3 O 5.D 8o 110.0 110.0 109.9 102.4 962 91.0 88.6 828 79.6 77.3 74.8 72.7 70.8 69.3 87.9 68.8 • I w C 1t 96 110.0 110.0 101.7 94.6 88.8 83.8 79.6 76.0 72.9 70.6 68.2 66.2 64.4 628 61.4 60.2 59.2 I O aT1/2 PVC 110.0 1028 94.6 87.8 824 70.2 672 65.1 62.8 60.7 59.0 57.4 58.0 54.8 II II 6115 63.6 61.5 59.3 57.3 1�a e 1029 M. 85.8 79.7 77T5 73 7 s 63 2 �.4 56 3 56 2 642 S 0 7 k- OPENING SIZE - L I-MULL LENGTH -I MULL BAR 114 80.0 80.0 80.0 77.0 720 67.7 64.1 GD.8 582 562 54.0 522 100.5 040 • • • . • TRIPLE IMPACT 120 80.0 80.0 78.3 725 67.7 6:1.6 60.2 572 54.5 52.6 50.5 48.7 4701 • • • • VERTICAL MULLION 122 80.0 80.0 76.8 71.1 66.4 624 59.0 56.0 53.4 51.5 49.5 47.7 RomzOTRIPLAas.LbN DP CHART IS FOR: a 1110 NON-INTERSECTED IMPACT 5-1/2°MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): ! a 1603 or 1767 CUPS old - or METAL �(8)3/16°ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD °z w m ° ' NTO HOLLOW or GROUT-FIL ----- ------------- ------------------------- Design Pressure Clot PSF,for Non-Intersected Impact PVC 51/2"Mullion H-1760,with 1767 clips. Sea rote below chert for anchorage regWremerds. , � CnZ OPENING S�(In.) ,� IF MULL LENGTH -I a OPENING S 51 57 63 69 75 81 87 93 99 104 110 116 122 128 134 140 146 I TRANSOM OVER TWIN NZ W 63 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 VERTICAL MULLION ¢ O tY 66314 110.0 110.0 110.0 110.0 11IM0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 RowTWWfTFONTAL ION a F- 72 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 -1-10-0 O.a 76 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 W 12E a 85 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 170.0 110.0 OPENING a W 84 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 109.6 108.1 80.0 I SIZE [L LU 95 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 107.9 104.8 1022 99.9 98.0 80.0 80.0 .. 06 110.0 110.0 110.0 110.0 110.0 110.0 110.0 109.7 105.2 101.9 98.5 95.5 929 1310 80.0 80.0 80.0 I Q Z 102 110.0 110.0 110.0 110.0 110.0 110.0 106.3 101.3 97.0 93.9 90.5 67.6 80.0 60.0 60.0 78.1 106 318 110.0 110.0 110.0 110.0 110.0 106.3 100.8 96.0 81.8 88.8 85.5 80.0 80.0 77.9 76.0 I 4��tttillt/tj�4 110314 110.0 110.0 110.0 770.0 107.5 1012 9518 91.2 87.1 842 81.0 782 75.8 73.6 71.7 II I ♦x`01 1"IDREW 114 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.0 752 728 70.7 I 4�-- OPENING SIZE--� MULLLENGTH �� `1r5 •.pENs'•G�Q�i� 120 80.0 80.0 80.0 80.0 80.0 Bao 80.0 80.0 78.7 75.9 72.9 70.3 67.8 .i Ij 'y t` 122 80.0 80.0 80.0 80.0 B0.0 60.0 80.0 80.0 77.1 74.3 71.4 86.8 68.5 TRANSOM OVER TRIPLE :J DP CHART IS FOR VERTICAL MULLION -4 No 58201 NON-INTERSECTED IMPACT 5-1/2°MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): 1767 CLIPS -(10)#10 SCREWS INTO WOOD or METAL -(12)3/16'ITIN 1/4°ELCO ULTRACONS INTO HCONS or ELCO OLLOW orGROUT-FILLEDCONS INTO SOLID BLOCK ...... or WOOD :�,FSS�OONA Design Pressure Chart PSF,for Non-Irdersecfed Impact PVC 5 112"Murton H-1760,with 1767 clips. See note below chert for anchorage rerpdremerds. t�tltlt littl►�4 OPENING SIM Qrn) Z� 51 57 63 69 75 81 67 93 99 104 110 116 172 1 128 134 140 146 I 63 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 OPENING SIZE[- 663/4 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 LUCAS A.TURNER,P.E. 72 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 710.0 710.0 110.0 110.0 110.0 110.0 110.0 1 FL PE#58201 76 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1 1239 JABARA AVE. 8o 110.0 110.0 110.0 110.0 110.0 115.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 NORTH PORT,FL 34288 84 110.0 110.0 110.5 110.0 110.0 110.0 110.0 110.5 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 80.0 I PH.941-380-1574 s0 110.0 110.0 170.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 80.0 80.0 all 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 80.0 80.0 80.0 80.0 I SHEET DESCRIPTION: 102 110.0 110.0 1 110.0 110.0 1 110.0 1 110.0 110.0 110.0 110.0 110.0 1 110.0 110.0 80.0 80.0 solo 80.0 NOTES: DP CHART 106 318 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 109.5 80.0 80.0 80.0 Sao I 1.THE MULL BAR IN FOCUS FOR ANY GIVEN NON-INTERSECTED 1153,4no.o 110.0 110.0 110.0 NW- 110.0 110.0 110.0 110.0 107.8 103.8 80.0 60.0 80.0 80.0 CONFIGURATION IS SHOWN IN BOLD. MULLS 118 eao no $olo solo solo solo �.o solo aao 90.0 80.0 solo �.0 2.AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN BY: DATE:- _ 120 80.0 80.0 80.0 80.0 80.0 SD.o 80.0 80.0 80.0 80.0 80.0 77.3 BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 122 80.0 80.0 80.0 80.0 80.0 BD.o solo ao.5 sD.S 70.7 7s 3 73 3 I THROUGH THE USE OF MULL BAR CLIPS. AN ADE 09/28/12 DP CHART IS FOR: INTERSECTED MULL BAR WILL ALWAYS BE DWG 4: REV.: NON-INTERSECTED IMPACT 5-1/2°MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-838 A 1767 CLIPS 3 NON-INTERSECTED MULL BARS CAN BE ATTACHED SCALE: (10)X12 SCREWS INTO WOOD or METAL TO THE SUBSTRATE AND OTHER MULL BARS. SHEET -(10)1/4°ELG ULTRACONS INTO SOLID CONCRETE or WOOD 1 1 2 OF 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Design Pressure pial,PSF,ter intersected impact PVC 5112'Md on H-1780.W116M a 1707 clips.See rote below chert let • r-�1 OPEMNO Sig n. r•• /J� /� 31 57 83 89 75 81 87 93 99 1 104 110 118 122 128 134 140 148 37 110.0 110.0 1%o 110.0 110.0 110.0 11o.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 I WIINDOW SYSTE9'1$ 42314 110.0 110.0 110.0 110.0 110.0 n0.° 110.0 110.0 110.0 11110 110.0 110.0 110.0 110.0 110.0 110.0 110.0 48 314 110.0 110.0 110.0 110.0 710.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 170.0 110.0 106.90 100.7 •I ••• 1900 SW 44TH AVE. 53118 110.0 110.0 11&0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 vl(xdp GIO&I 101.41F 097.49908 •I • OCALA,FLORIDA 34474 S7 110.0 110.0 110.0 110.0 110.0 110.0 110.0 170.0 110.0 110.0 110.0 -TO-7-9 4 84. 90. g. • • WWW.CWS.CC 63 110.0 110.0 110.0 110.0 11ao 110.0 110.0 110.0 110.0 106,9 101.6 90.8 88. 84. 81.4 782 •I • 2 86314 1108 110.0 110.0 110.0 110.0 110.0 110.0 110.0 105.0 100.4 85.4 80.9 1 79. 78 738 1 • n 110.0 110.° 110.0 110.0 110.0 110.0 108.3 102.0 96.5 92.4 87.8 83.7 Sao 7" 73.4 70.6 67.8 • •0 �1/Lr1 PVC 78 110.0 110.0 110.0 110.° 110.0 10&4 101.8 �.1 01.8 87.0 82.8 78.9 76.4 722 89.2 68.5 64.0 I L so 1100 110:0 ;;0.0 1100 1032 M7F114 8:8 81:0. TB 77842 70.8 8%:8 84.7 ; 8 �4 I MULL BAR 96 110.0 1100 109.9 94° 9&2M 89.3-- �7 69:e �0 63.8 6049 2 55 53. b, I .. IMPACT 102 110.0 102.8 84.8 87.9 822 77.2 6&8 65.2 62.5 59.8 5&8 54.4 82. 50. 48 • ,06318 107.7 97.9 gal 836 78.2 n.6 65.5 62.1 59.6 56.8 54.2 61.947. I TWUVfTRIPLE ,10314 1029 935 85.9 79.7 74.5 70.0 82.6 59.3 56.9 54.2 61.8 49.8• 47.E 45.7 •0 VERTICAL MUWON77.0720 67.7 60.4 57.4 55.0 52.5 50.1 48.0 46.0 ILu n5 57.7 83.8 56.0 54.0 51.8 49.5 47.3 45.3122 80.0 �.0 76.885.4 824 55.8 53.0 50.9 488 46.4 44.4 DP CHART IS FOR: INTERSECTED IMPACT 5-1/2'MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): I w m 1603 or 1767 CLIPS (B)#10 SCREWS INTO WOOD 0.r METAL (8)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I --- -- Z :3 O (8) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK I ¢ Deal Chan,at,PSF,for Irdereeded Irnpact PVC b 1/2' 1760,wJ1787 dips.See now balm dad far archaege remme e . a W OPEI M0 SIZE(111) I wII f 51 57 63 69 75 81 07 93 99 104 110 116 122 128 134 140 148 I F•-OPENING SIZE �- 63 110.0 110.0 110.0 10..0 110.0 110.0 10..0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 „0.0 W 2 6&75 110.0 110.0 110.0 1,0.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1140 110.0 110.0 110.0 110.0 ,°8.1 I a V n 110.0 11x0 110.° 110.0 110.0 11010 1,0.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 105.9 101.7 978 HORIZONTAL MULLION a W 76 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 limo 1°8.7 104.1 99.8 9&0 92.4 I O �. 80 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 107.6 102.8 98.4 94.4 80.7 873 I •• 84 110.0 110.° 110.0 11ED 110.0 110.0 110.0 110.0 110.0 110.0 1068 101.9 97.5 93.3 89.5 0&0 80.0 � Q � 90 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 108.5 1039 99.0 94.4 90.3 88.6 8&0 79.8 768 I 110.0 110.0 110.0 110.0 110.0 110.0 110.0 106.4 100.8 9&6 920 87.9 64.0 80.0 77.3 74.3 71B I ,��4111++1++++, 110.0 90.2 7& to as szo 102 110.0 1 0,75 110.0 110.0 110.0 110.0 107.5 101.0 85.3 80.2 85.8 78.2 747 71.5 88.8 85.8 05.5 I ZZ ISITWIN I ',.`%�P`'..;,,cEI s�•G'Py-,,, 114 80.0 lu.0 80.0 80.0 80.0 80.0 so.0 80.0 80.0 79.4 75.7 723 69.2 6&4 I W I OR I J ,2o s4.oBo.a sao go.o mo no 77.9 748 713 682 6& I o ITRIPLEI z�; No 58201 •:�: 120. 80.0 80.0 B0.0 80.0 80.0 no 8110 Sao 76.4 73.4 70.0 6" 60.1 I I UNITS DP CHART IS FOR: BELOW '.,o: -irc INTERSECTED IMPACT 5-1/2"MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): I i I I SS-0 STATE OF ;�4T 1767 CLIPS (10)#10 SCREWS INTO WOOD or METAL I MULLLENGTH •, •Qp�AL t'•O\=,,, 10 3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD +i S7 �N -(12) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK ----------------------------------------------I Des Pressae pan.PSF,for haraected hnpaot PVC 5117'MWthin •1760,with 1767 clips.See ndebGlo dart 10.arx regWramerde. Zx OPENWO Sig 611.) I 51 57 63 69 75 81 87 93 99 104 110 116 122 128 134 140 148 63 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.9110.0 10..0 110.0 110.0 110.0 LUCAS A.TURNER,P.E. 66.75 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 11010 110.0 110.0 110.0 110.0 ,1110 I FL PE#58201 n 110.0 110.0 110.0 110.0 110.0 11°.0 110.0 110.0 110.° 110.0 110.0 110.0 1168 119.0 110.0 110.0 110.0 I 1239 JABARA AVE. 76 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 11ao 110.0 110.0 110. 110.0 c 80 110.0 110.0 110.0 110.0 110.0 11°.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 n0.° 110.0 110.0 I NORTH PORT,FL 34288 84 110.0 110.0 110.0 110-0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 BOB PH.941-380-1574 90 110.0 110.0 110.0 1168 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 106.4 80.0 80.0 I SHEET DESCRIPTION: 5 96 110.0 11010 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 107.6 80.0 8110 80.0 80.0 102 11°.0 110.0 110.0 110.0 110.0 ,10.0 110.0 110.0 110.0 110.0 1104 105.1 60.0 80.0 $0.0 Bao I NOTES: DP CHART 106.375 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.° 105.0 8D.0 I Bao 80.0 $ino I 1.THE MULL BAR IN FOCUS FOR ANY GIVEN 110-75 110.0 110.0 110.0 110.0 110.0 110.0 nao 110.0 109.6 1051 1002 BD.O 80.0 80.0 80.0 I CONFIGURATION IS SHOWN IN BOLD. INTERSECTED MULLS 114 Bao smo 80.0 80.0 eD.4 BD.o fail Ba. 80.4 Bao Bao 80.o Bao 2,AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN BY: DATE: 120 80.0 uu.0 80.0 80.0 80.0 80.0 811.0 80.0 80.0 Bao 80.4 78.7 74.9 BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/28/12 122 w.o eo.o 80.0 8DB 80.0 80.0 80.0 eo.o BO.o Bao 7&9 70..9 713 THROUGH THE USE OF MULL BAR CLIPS.AN DP CHART IS FOR: INTERSECTED MULL BAR WILL ALWAYS BE DWO#: REV.: INTERSECTED IMPACT 5-1/2"MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): I ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-838 A 1767 CLIPS I 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SCALE: -(10)012 SCREWS INTO WOOD or METAL I TO THE SUBSTRATE AND OTHER MULL BARS. SHEET -(10)1/4"ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 1:1 3 OF 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ITEM PART# DESCRIPTION VENDOR MATERIAL • • ••• • • • • •••FRAME TYPE OPENING "T"MULLBAR ) "L"MULLBAR CLIP 1 F-1767-003 CLIP,NEW CONST. KEYMARK ALUMINUM tt/16" 2 F-1767-006 CLIP,FIN CONST. KEYMARK ALUMINUM (F-1522-XXX) (F-1787-XXX) 7 FLANGE N DED F-1767-003(L&R) WINDOW SYSTEMS 3 F-1767-008 CLIP,RETRO CONST. KEYMARK ALUMINUM 112" •• 1116" • • RETRO F-1603-001 F-1767-008(L&R) 1900 SW 44TH AVE. 4 H-1760 2"x 5-1/2°MULL BAR ffl KEYMARK ALUMINUM • • • • • • •• • 5 #10 OR#12 HEX WASHER HEAD TEK SCREW*(see note below) FASTENAL STEEL • •• �— • • • MT— F-1767 008(L&R) WWW. FLORIDA 34474 6 P-5133 MULL BAR CAP,5-1/2' M&M NYLON• o e 0DRTP gS1AF�EF��yo : • FIN REQ F-1603-003 F-1767-006(L&R) WWW.GWS.GC 7 S-1895 DRIP EDGE KEYMARK ALLIMINU1 r-!114.+I• ••• • BOX NEW NOT RECOMMENDED F-1767-003(L&R) 8 S-1898 FLANGE ADAPATOR 5112"PVC MULL KEYMARK ALUMINUM RETRO F-1603-001 F-1767-M8(L&R) 5j-1/2"PVC 9 S-1697 3°MULL CLIP ADAPTOR,HORZ/VERT. KEYMARK ALUMINUM *1/16" 08 MULL BAR 10 S-1898 4"MULL CUP ADAPTOR,HORZ/VERT. KEYMARK ALUMINUM •• •• •• 11 S-1899 5"MULL CUP ADAPTOR,HORZ/VERT. KEYMARK ALUMINUM • 4G �T •i • 53/4' IMPACT 12 S-6076 2"MULL BAR COVER MICRON PVC • • • • *j=0. • • 9L32 (4X) . .�..� 6• 13 F-1603.001 CLIP,NEW CONST. KEYMARK ALUMINUM •• j • • i ••• E-0(09— 1 13t16' 15/8- 0 1/4'(TYP.) 'O 14 F-1603-003 CLIP,FIN CONST, KEYMARK ALUMINUM 1/4" tii 15 #10 HEX WASHER HEAD TEK SCREW FASTENAL STEEL T— 1/16' ti 16 #10 FH TEK SCREW FASTENAL STEEL PVC 2°MULL BAR COVER-6076 o O -USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT Y W m 13/& q 5 1/2' - O v Z TOP VIEW 51/8" \� c!„ N a Ob W 2 1/16' 1 118" 3 718" a T--� 2' D- 9 w 2 13118' 1/8" y W L � C 3"HIV MULL CLIP-1897 51/2°MULL BAR-1760 Q Z ,,��.�PNOREW 13/1-6' �� Q ,��Op�.�GENSF�•�Py�. L L 11516°) 371W v:' No 56201 '•�?�% TOP VIEW TOP VIEW 51/2" b Q 23/16" STATE OF 3112" 4 tYY -{ Q L �I ,i 0 R 1..... ��• 10 I 11 111/16, (Typ j� 53/4' ��isS�ONAlot �� a�` 1 3/16" 1 3(16' 118' F-ISM-003(FIN) 1/6• 1 lot W H!V MULL CLIP-1898 1— 51/2'HIV MULL CUP-1889 q!{y' (6X) 1 1/6• 1/4"(TYP) 4127/2015 SW LUCAS A.TURNER,P.E. ( FL PE#58201 1239 JABARA AVE. NORTH PORT, 34288 PH.941-380-1-1 574 SHEET DESCRIPTION: SCORE, ND AND BREAK 13 TO REMOVBEE FIN FOR FRAME 23/16• BOM AND EXTRUSIONS ATTACHEMENT TO MULL BAR A 1fB' DRAWN BY: DATE. L ADE 09/28/12 DETAILA I- DWO#: REV.: TYP.FIN FRAME 3.1 F-1603.001(FRINGE) CWS-838 A SCALE: SHEET NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 9 c . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • ••• • • • • •••FRAME TYPE OPENING MULLBAR CLIP "L"MULLBAR CLIP (F-1522-XXX) (F-1767-XXX) NEW NOT RECOMMENDED F-1767-003(L&R) J FLANGE WINDOW SYSTEP95 • • • • • RETRO F-1603.001 F-1767-008(L&R) 1900 SW 44TH AVE. 3" 3 i s• 1 • i i i • •o w• FW NEW F-1603-O3 F-1767.006(L&R) OCALA,FLORIDA 34474 i i s +� i i •s i • RETRO F-1603-003 F-1767-M(L&R) W W W.CWS.CC_---- • • I • .• ••• BOX NEW INOTRECOMMENDED1 F-1767-M(L&R) 6 7/8° I RETRO F-1603-001 F-1767-M(L&R) 5-1/2"PVC •I� MULLBAR 59/,6• - ••• ••. .•. :•• ••• IMPACT a sns• •I . •• • . • • •• so . . � . . .. • • . . . • • 71/4-(TYP) -21/2 a• .�y • • • • •.• •• .. I I I o c� w m 111/16, I I (2") I o z 0o I I o \ I 0 3/8"�— 1 o Lu "L"ANGLE 51/2^MULL CUP,RETRO(LEFT) •L"ANGLE 51/2-MULL CUP,RETRO(RIGHT) I w — RETRO FIT-1767-0OSL RETRO FIT-1767-008R I (' Fa. - 0 5: o OUTSIDE --------- � o I adz 7 I 1 •�WREW ,��•��Pp10RElb T fi�p 3" 3• 2 i 3" 3° 1 v f No 58209 �'�� { s Ira• 6 7/8"—� 1 I- 6 7/8'— % 18°— , STATE OF I c' 3/8• 7/16°(TYP) 114"(TYP) 49/16• ,��ffi�S70AlAL�N•�� 1 ffl11111N� iQ 7118° f--- I 17/16• 4/27/2015 1 11/16" O� I O i O O O O I I !Q LUCAS A.TURNER,P.E. 1 tats° 12•i FL PE#58201 O O a 13/16" I o O a 3/16• 1 l a 13116" I 1239 JABARA AVE. 3 314• I 1 O O I d c:) NORTH PORT,FL 34288 PH.941-380-1574 O 01 O O I 111/16° I SHEET DESCRIPTION: ss t sa/1e 2,/2• I 1 —�— �ERoLL EXTRUSIONS °C ANGLE 51(2•MULL CUP,FIN(LEFT) 1318^ 1/4"(rYP) - 7/16"(TYP) Ins° DRAWN BYE DATE: NEW CONSTRUCTION-1767-006L •L"ANGLE 51/2"MULL CUP,FIN(RIGHT) I OUTSIDE 2 1/2° ADE 09/28/12 NEW CONSTRUCTION-1767-MR OUTSIDE a9/1s I Dwa o: Rev.: "L"ANGLE 5 1/2^MULL CLIP(LEFT) -V ANGLE 5 1/2^MULL CUP,(RIGHT) CWS-838 A 1 NEW CONSTRUCTION-1767-ML NEW CONSTRUCTION-1767-003R I S0A1-E: SHEET 1 1.3 50F9 . • ..• . . . ••• •. .. . • . .. •. • • • . • • • • . • . APPLY SEALANT ALONG - VypNpOyy SYSTE6WS O O O I' I I O O • •O • • • • FULL LEP OR TO LLLLBAR NG 1 1900 SW 44TH AVE. • • • • • • • •• • FLANGE ADAPTOR OCALA,FLORIDA 34474 I I -- ��i� ly II II t( • i WWW.CWS.CCi s i•i i i • i I i • • • 1000 • —� — rQ5-1/2 PVC €;r r — — •. :0 so it:. __= 7 MULL BAR _ IMPACT O O ID f�� O • i-'• • • •0 a • • — • —— - APPLY SEALANT ALONG I — ——— - FULL LENGTH OF MULLBAR tii — U i — i Ur— ,j GROOVE PRIOR TO ATTACHING n r� - S DRIP ADAPTOR p p 04 A cTOP VIEW c' SECTION VIEW A-A w m 6 FIN FRAME nL N 0 Z 5 EOL O 1b SEE NOTES 1&3 15 SEE NOTES 1&3 1 SEE NOTES 2&3 v T (1 EAJCUP) (2 EAJCUP) SEALANT BEHINDM (3 EAJCUP) N Z W SEALANT BEHWD O SEALANT BEHIND FLANGE PRIOR w O LU FLANGE PRIOR FLANGE PRIOR TO ATTACHING c a TOATTACHING MULLION // --c4 TO O MUWON qTTACH NG TO MULLION o ir 7 77 y W � o ¢I,O Z SEE NOTE 1 9 I 11116"MAX IEDGE DIST. SEE NOTE 1 10 11/16"MAX EDGE DIST. 1 �I I �I � pNtiuupa'r 1 I I I SEE NOTE 1 11 I p1DRE4y 11/16"MAX �.�9 P........ TG yi SEE NOTES I� I ISI �I EDGE DIST. •�`,Vp�••�'\OENse'•;P2�wy1. 15 or 16 SEE NOTE 5 I I I 4 v l No 58209 '�� A�HORIZONTAL SECTION t'�HORIZONTAL SECTION (j 51/2'&3-INTERSECTION \,Aj 51/2'&4-INTERSECTION 15 or 16 SEE NOTE 5 r'.A�T, STATE OF ANCHOR THRU VERT. A HORIZONTAL SECTION MULL BAR THRU VERT. AD 6 5112"&51/2"INTERSECTION i�i,�S•............ 0•✓Q�,�� SIUJHE 1 118• MULL ANCHOR PLATE. S+Q „ --ANCHOR THRU HORZ. L 15 or 16 SEE NOTE 5 � MULL BAR THRU JAMB MULL ANCHOR PLATE SEALANT BEHIND�\ 0 5 1 1/s• 4 LUCAS A.TURNER,P.E. FLANGE PRIOR 5 NOTES: F TO ATTACHING L PE#58201 TO MUWON 1.3"&4"VEFTTICALMULLS:SUDE CLIP INTO LOCATION AND SECURE WITH ITEM 15 1239 JABARA AVE. B (OTY 2),AS SHOWN ABOVE NORTH PORT,FL 34288 9 PH.941-380-1574 2 511r VERTICAL NULL:SLIDE CUP INTO LOCATION AND SECURE WITH ITEM 15,AS SHEET DESCRIPTION: C SHOWN ABOVE,WITH CITY OF FASTENERS AS DETERMINED FROM DP CHARTS, SHEETS 2&3. o SECTION VIEWS 3. PRE-DRILLED HOLES(THRU HIV CUPS 1897,1898,OR 1899),BY THE INSTALLER, 4 (-15—or-16-)SEE NOTE 5 Q MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE DRAWN 8Y: DATE: U OF 9/32"AND A MINIMUM CENTER TO CENTER SPACING OF 1/2". ADE 09!28/12 4.THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, DWC q: REV.: REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL).THE FULL LENGTH SEALANT BEHIND FLG. 8 MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL CWS-838 A HORIZONTAL SECTION PRIOR TO ATTACHING C VERTICAL SECTION SCALE: 3 g 51/2'MULL BAR TO MULLION 8 51/2'MULL BAR 5.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CUP. SHEET PRE-DRILL PILOT HOLE THRU ALL MATERIAL 1.2 6 OF 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE CONFIGURATION IS SHOWN W BOLD. Qwmm 2.AN INTERSECTED MULL BAR HAS OTHER MULL VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION • • VERTICAL W"ION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. • • THROUGH THE USE OF MULL BAR CLIPS. AN OCALA,FLORIDA 34474 • • •• • • • • • • • INTERSECTED MULL BAR WILL ALWAYS BE WWW.CWS.CC i i i i i • i i ATTACHED TO THE SUBSTRATE AT BOTH ENDS. {- •t 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED J w TO THE SUBSTRATE AND OTHER MULL BARS. 5.112"PVC •• ••• •• MULLBAR • IMPACT �t2 f►— OPENING SIZE_ OPENING SIZE OPENING SIZE—+1 OPENING SIZE o O g s Lu cc TWINITRIPLE HORIZONTAL MULLION y TWIN TRIPLE TWIN/TRIPLEVERTICAL MULLION r HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION I LL O a i fn �uuyll N z LU LU OPENING cs d �SINGLE1 c a W Lu W SIZE w z I TWINIIU Z a OR old w Lry L () �TRIPLE� a ul O z g --- -- I UNITS W BELOW 00 alit I� MULL LENGTH MULL LENGTH 77'- MULL LENGTH OPENING SIZE MULL LENGTH `X r PNpREUy T(iO�i �vt No 58201 ,�9: gam: ae' STATEOF O�w NOTES: i�FS`.C,0 R i O 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 IN THE WINDOW UNIT APPROVAL 111111 1t,,, 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 SAME SIZE(#10 OR#12)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 MULLBAR. 4/27/2015 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. LUCAS A.TURNER,P.E. 3.ALL MULL CUP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 4.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 PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 8. SHEET DESCRIPTION: 5.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-1X BUCKS 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 IN THE CLIP LAYOUTS ON SHEETS 4-5. DRAWN BY. DATE: ADE 09/28/12 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. DWO#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-838 A 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: —SCA—LE' SHEET FMOAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:1 7 OF 9 r . . ... . . . ... .. .. . . . .. .. . . • . . . . . . . . • • ••• • • • • ••• •• . • . ••• i i i• • i i i i • •i •• 1900 SW TH AVE. OCALA,FLORIDA 34474 • • • • • • •• • • WWW.CWS.CC 5-112"PVC RETRO FIT MULL BAR CUP • • •• ••• •• "L"ANGLE MULL BAR CUP MULL BAR .00 • • .0. • • • • TWO REO'D PER EACH END OF MULL IMPACT • ••• • • • • •• • WINDOW FRAME MAY HAVE • • • • • •• • II I/I/ TO BE SLOTTED TO PASS • • • • • I�/ TSO DOW FRAME MAY TO PASSEOVER u� II I MULL BAR HORS IN CUP •• ••• •III► v F OVER ANCHORS IN CUP II I I I I I I I —MULL BAR o lfil Fri / I I I I INSTALLATION ANCHOR I �Ijl INSTALLATION ANCHOR w m ` I I SEE TABLE I - �� I SEE TABLE 1 0,, Z ADD STRUCTURAL ELEMENTS ;I ADD STRUCTURAL ELEMENTS SEALANT ALONG I I I AS RECID TO MAKE LEVEL FOR SEALANT ALONG - I AS REO'D TO MAKE LEVEL FOR c •, OUTSIDE EXPOSED MULL BAR MULL BAR a Z OUTSIDE EXPOSED W EDGE BY INSTALLER EDGE BY INSTALLER a F- OC PERIMETER SEALANT PERIMETER SEALANT o i MW.EMBEDMENT MIN.EMBEDMENT �u OG INSIDE ANDER IN INSTALLER INSIDE AND OUT SEE TABLE 1 INSIDE AND OUT SEE TABLE 1 qo 0 I SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 a Z E DIST. MIN.EDGE DIST. SEE TAB SEE TABLE 1 "1011111111, VIER D\VERTICAL SECTION (�E1 VERTICAL SECTION O�, P�10RE W lle 8 ICA HEAD ANDTYPICAL F FLANGE (SI CLIP OR ANCHORAGE INSTALLATION 8 TYPICAL FLANGE("L'ANGLE)ANCHORAGE ,��`OV.,.-*X0 E NSF HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION J 1t y . No 58201 LIS ZV.. STATE OF 140: N;;� NOTES: LUCAS A.TURNER,P.E. TABL ERS FL PE#58201 SUBOMMTETWE ANCHOR TYPE MIN.EMBEDMENT 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. 1239 JABARA AVE. CONCRETE(2.0 KSI MIN.) 3/16"RW TAPCON 1 3" 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 IN. 3/16'ELCO ULTRACON 1-314" AFTER INSTALLATION. PH.941-380 1574 HOLLOW or GROUT FILLED CMU(ASTM C-90)or SHEET DESCRIPTION: 1/4"ELCO ULTRACON 1-1/4" 2-1/2" 3.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW 1767 CUP INTO SOLID CONCRETE(2.85 KSI MIN.) INSTALLATION DETAILS 2XMWRUNIT AS NEEDED..SOUTHERN PINE(G=0.55) 3/16" W TAPCON 1-318" 718" FLANGE OR ELCO ULTRACON 4.EIGHT(B)ANCHORS REQUIRED PER-r MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE: 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" FIVE(5)OR SIX(6)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. ADE 09/28/12 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR RW FULLTHREAD 7116 5.SEAT MULLION TIGHT TO MULL CLIP. DW4# Rte• (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" CWS 838 A 11W ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD S.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SPECIFIC INSTALLATION DETAILS. SCALE' SHEET $0 12 80F9 . . •.. . . . ... .. .. . . . .• •. . • . . • . . . . . . • •• • • • ••• 1900 SW 44TH AVE. i i i• • i i i i • •i •• OCALA,FLORIDA 34474 • • • • • • •• • • WWW.CWS.CC 0 00 000 0 5-112"PVC •• •. ••• ,• MULL BAR • • ••• • • • • •• • V ANGLE MULL BAR CUP IMPACT • • • • • • • • • TWO REQ'D PER EACH END OF MULL vl Y MULL BAR CUP W m MULL BAR MULL BAR LL N INSTALLATION ANCHOR INSTALLATION ANCHOR w 0 _- -_ SEE TABLE 1,BHT 8 — SEE TABLE 1,BHT 8 a > ADD STRUCTURAL ELEMENTS ADD STRUCTURAL ELEMENTS w I O w - AS REO D TO MAKE LEVEL FOR AS REO'D TO MAKE LEVEL FOR H =` _' `= 0. MULL BAR MULL BAR cc n. PERIMETER SEALANT IL MIN.EMBEDMENT ° � EXTERIOR FINISH BY LLI INSTALLER SEE TABLE 1,BHT B BY OTHERS .°'' = MIN.EMBEDMENT Z INSIDE AND OUT PERIMETER SEALANT a,° SEE TABLE 1,SW 8 SUBSTRATE BY OTHERS BYINSTALLER o SEE TABLE 1,BHT 8 INSIDE AND OUT MIN.EDGE DIST. SUBSTRATE BY OTHERS - �� Pc1AR€4V F VERTICAL SECTION SEE TABLE 1,BHT 8 SEE TABLE 1,BHT 8 ro Gpr.;.�0 E N a'-..'Qti�i� MW.EDGE DIST. � SEE TABLE 1,BHT 8 9 ; TYPICAL FLANGE(°T'CUP)ANCHORAGE �1 VERTICAL SECTION v� No 58201 ;-P G HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION _9J TYPICAL FIN('L'ANGLE)ANCHORAGE *; HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION ' ir 59 STATE OF . � .41 c :_ iQIVA„��,` z1-7- LUCAS A.TURNER,P.E. FL PE#58201 NOTES: 1239 JABARA AVE. NORTH PORT,FL 34288 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS PH.941-380-1574 AFTER INSTALLATION. SHEET DESCRIPTION: 2.RECESS RETRO MULLION CLIP 3l8'MAX.FOR CLEARANCE OF WINDOW INSTALLATION DETAILS UNITAS NEEDED. FIN 3.EIGHT(8)ANCHORS REQUIRED PER"T'MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE: FIVE(5)OR SIX(8)ANCHORS REQUIRED PER'L'MULL CLIP,SEE SHEETS 2-3. ADE 09/28/12 4.SEAT MULLION TIGHT TO MULL CLIP. DWG#: REV.: CWS-838 A 5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW SCALE: SPECIFIC INSTALLATION DETAILS. SHEET 12 9OF9 FloNda dome ImproveowntAgoodato Broward Tol:964422rMill Na G8C 08I8S81 tB Il MW Dub Tdft 311544541M mom S l^ ! 30u 8W 4&W 8L,Pt Laadealate,FL 33312 Few 4MI70 (�[ t j // RepBc8 t �at ,�,.� �. ✓ as Name: K i� �'1�7 --f� Hom k�hone: a Phmre: Address a� City State ZIP Tlds Contract is made and entered Into th 4�� day of ' �r and between Fktrble Ate,Mr, a Horhla carporatlon(^Cosrtractor°or"EFTA"},and ownergs9:+rn above of th rue lorded atthe address Itsted abcne I" • The .Contractor agreesta perform the work described below: l3begu a are riawd ban de kdde 1) Remove etddleg wdb to be replaced.(NOTE:Ran cd teens an to be damaged.) On didfea tlan doors 0L14se sad tSead a) Prepare as necessary to receive replammer3i imu. pw an ids. on COMMOMM 31 YANDOM_PC—PHA Bwo Slam Savor,_,.'_$ir oacn VbM Insulated and dn*Ftrndr Avaleftv b idVOW w4ft Nhw and left WHS& Install_Aluminum Inmdated,_ ud®n- ten neora the rma 4} OOar3:_FHA Energy 8tolm Saar_Alumft=,insuWed,_Ahmft m Ngndn ins daerb Weedfled 4tv Qtv Qpr �I— � l arnyE LEEE 0 Au _ ao AA AF FA FAAF AAF /^ irz. 11WTUtLFERE IA►itralttis enemy upon comp ,, . S) Work ffiba rap P -y fr, 6) If applicable,ra parreb, nd/or tears. 7} special t S} ClMWV.Apb.dlift andd6M ry; ahs,E*AMCWeacrp 3} .ff:alagi}wble,ln#I� �,�• r_Iat��ble•�vv�J�.txr . .E44b�9iil�B�P��►�Pf$�napanGtoetarrpworl4 *aU t hind any and, te:aAddl-ftpc:j- H+to rather r^ 5!$tedule: Contractor shall comrneftq4e work wltidn C)days afar Mceaftn of the Contlact(the"Cott Date-)bnd Fendorsw1 complete all Work hereunder wttMn atter the Commnwtt:creat DMtL / wmacilik The TOTAL FRItE for all Labor and ertals IlnchidiraLt any ap6dTmable r7lscounit}b $ p a satesTax $ 00" (If ale) :Wanes Total ConbaetFrke S Carrcractor willprovide to Onmer a Final Waiver and Memo of LGe,a and CoW8CWes FbialAffidatto Owner,aubtgmtft6y sJmgarto the forms ihnfuded In chaster Stab=(2=1. C1rde Av] 61"$0 Iwftnrdres of tF m ARM& mtiatat Iftes T&&,4 sm SOW N0-tath &Aa W, e}:O9it�shtstronrein b V W. �etiasI w , b}•YosaRmt�mdfoamFyofl�maelbedmc+ vaTSe. �aw'W� c).TrseN1>andd fmtibbbome aa�;�e��pcgaeatrae ar a0eeenyaarproperglbetcetddbelid an8�demtlta you a0 aff9W,�:s;ir�tcraaalRam�bt y®naiao►. Thls'eontrrc 1rL�the enrdFe tt o! d .It may not tee dtanjjd orally but only by a signed chaW aider 4r other written amendment.The watvar by any patty of a of ae provblan of m1[is wrttrad shat!Trot operitie or be eonsftW as a welvei of arty subsequent breach by any parry IN WITNESS WHEREOF,the parties hereto have eszeLsi:d tt� pdar seal,as of the day iRW yppr,6lst+pbow written,. You afttttAy S3 Cetq L ELo% :. '®n llha tldtd btas(aaao�r aibMr ttlR dabs of 1hh trac t. SN the f9r an a n-,521 at o f MqWtn Owner: . ~Z3!�ifj'yse.4�.r tsignature Of, *TMfte) I Z?:�N S�-2z-Mp"relo-OA,mr, Date r Home Owen Amodadc N®, : YES( ) ago