The URL can be used to link to this page

WS-17-2266Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WSi-9-17-2266 p . Permit Type: WindowsiShutters erm it orkCtassification: Window/DoorReplacem Pemait Status: APPROVED Issue Da 9/27/2017 Expiration: 03/26/2018 Parcel Number Applicant 1125 NE 92 Street Miami Shores, FL 33138- 1132050270380 Block: Lot: SHIRLEY ENCARNACION Owner Information Address Phone CeII AGUSTIN ENCARNACION 1125 NE 92 ST MIAMI SHORES FL 33138-2934 Contractor(s) FLORIDA HOME IMPROVEMENT Phone (954)792-4415 CeII Phone Valuation: Total Sq Feet: $ 23,777.00 0 Type of Work: REPLACE 14 WINDOWS AND 1 DOOR No of Openings: 15 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $14.40 $3.75 $3.75 $4.80 $250.00 $12.00 $19.20 $307.90 Pay Date Pay Type Invoice # WS-9-17-65116 09/27/2017 Credit Card 09/20/2017 Credit Card Amt Paid Amt Due $ 257.90 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the pertaining thereto a accepting this per required for ELECT OWNERS AFFI construction ua ce to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In Me responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are HANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. ing-information is accurate and that all work will be done in compliance with all applicable laws regulating ze the above -named contractor to do the work stated. Authorize 'FT nature: Owner / Applicant / Contractor / Agent September 27, 2017 Date Building Department Copy September 27, 2017 I / 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 i FBC 20(9- Master Permit No. (), )S ( 22. Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Nib" VC 9 Znd S City: Folio/Parcel#: Miami Shores 11 32os 02. 70 3?O Occupancy Type: R4S' rLoad: County: Miami Dade Zip: 33 13P Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Felt S h i✓I4y ES c9✓h „c i0'i ;Address: I I - 5' ' e cizild Sf- Phoned: )05' 75s/ t 5'fiq City: IM;voti Shore.t State: FL Zip: 33138 Tenant/Lessee Name: N/A Email: N/A Phone#: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE Phone#: 954-7924415 City: HOLLYWOOD Qualifier Name: WAYNE T. BURNETT State Certification or Registration #: CGC061890 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Phone#: N/A Address: N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit: $ 23 / 7 77 .0 0 Square/Linear Footage of Work: State: FL Zip: 33312 Phone#: Type of Work: ❑ Addition ❑ Alteration Description of Work: REPLACE lit vii thlowd ❑ New 4V7d 0he. door El Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ 60 6/0 Permit Fee $ �CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $96 (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A state NIA zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �� - Signature OWNER or AGENT The foregoing instrument was acknowledged before me this S day of A usVs t , 20 / / , by day of rad ion , who is personally known to me or who has produced as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY ,47P6., ABDIEL R. CASTILLO =q..i. MY COMMISSION # GG 079600 EXPIRES: March 62021 ;FoF d 3c , Bonded Tin Notary 'uhlic Underwriters CONTRACTOR The foregoing instrument was acknowledged before me this J 41— , 20 0' by arsonallvknow to. identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as 9,.,6 - NETT VNN . '�' 7�4 ' : MY COMMISSION # GG032995 --• S .6'' EXPIRES August 07, 2020 Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores V,iiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights 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, shims, 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: ualifier/Owner Signature cc r7Cary7ca e�vr4 Date Print Name Property Search Application - Miami -Dade County OFFICEAPPRAISER THE PR PERTY Summary Report Property Information Folio: 11-3205-027-0380 Property Address: 1125 NE 92 ST Miami Shores, FL 33138-2934 Owner AGUSTIN ENCARNACION TRS AGUSTIN ENCARNACION AND SHIRLEY ENCARNACION REVOCABLE TR SHIRLEY ENCARNACION TRS Mailing Address 1125 NE 92 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4/3/0 Floors 2 Living Units 1 Actual Area 3,999 Sq.Ft Living Area 3,009 Sq.Ft Adjusted Area 3,110 Sq.Ft Lot Size 9,375 Sq.Ft Year Built 1959 Assessment Information Year 2017 2016 2015 Land Value $337,500 $314,250 $285,750 Building Value $226,559 $226,778 $226,201 XF Value $42,241 $42,595 $20,331 Market Value $606,300 $583,623 $532,282 Assessed Value $333,991 $327,122 $324,485 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $272,309 $256,501 $207,797 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5 53 42 BAY LURE PB 44-63 LOT 26 BLK 2 LOT SIZE 75.000 X 125 OR 14691-3386 0890 1 Page 1 of 2 Generated On : 9/5/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $283,991 $277,122 $274,485 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $308,991 $302,122 $299,485 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $283,991 $277,122 $274,485 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $283,991 $277,122 $274,485 Sales Information Previous Sale Price OR Book - Pa 9e Qualification Description 06/26/2017 $100 30593-4666 Corrective, tax or QCD; min consideration 05/27/2015 $100 29676-2745 Unable to process sale due to deed errors 08/01/1990 $185,000 14691-3386 Sales which are qualified 11/01/1986 $200,000 13079-2369 Sales which are qualified http://www.miamidade.gov/propertysearch/ 9/5/2017 P,=gh'(GCp-GCp�) V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-la Risk Category It Table 1.5-1, page 2 Exposure C Section 26.7 Kd 0.85 Table 26.6-1, page 250 Kzl 1 Figure 26.8- I, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.0 degrees theca 14.0 degrees • • ••• • • • ••• • •• • • • • •• •• • • • • •• •• •• • • • • •• • ••• •. • • •• •• •• • • • • • • • • • • • • • • • • Specialty Engineering Consultants, Inc. 41 1599 SW 30 Avenue, Suite W0 Boynton Beach, FL 338132 FL. CA # 0®21 A • • • • • Intstuctions and limitations of Use • • • • Wind Velocites in South Flonda • • • • Dade Broward Palm Beach .isk •at. 1 • • 165 156 156 low risk to humans (farms, sheds) Risk Cat. 2 • • 175 170 170 Single Family Rcsidamces Risk Cat. 31t' 186 180 180 Essential Facilities 2 3 4 5 e 7 B 9 10 11 12 Charts provide wind pressures based on the mean roof height. And shall not exceed 60'-0". _ Design pressures are for an enclosed builirding (shutters or other impact resistance protection required). User shall determinerhr• mein rr f hegk, ( •eght Akldl Peake2• End zone distancetje the lessor o•10%bf IgthS109/of e lth, or 4 if the mean roof height and not less than 3'-0" If 50% of a component is in MAYttulalizoll the" thaTcortxrent is con lered to be in zone with the majority of the area. If questionable then place in Zone 5 Each component, winds , d&tr, rIullid� haia tr:tlavy errs that s area t.be used. Area of components to rounded down but shall not be less than 10 sf. For NOA's that regauirr!Kit- .0 t:en muyip y thfbvaltos lister f�rei•b 1.18. Wind pressures ar based on Allowable stress design. Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') Charts and values Iisted herein are only valid when signed, dated, and sealed by Gary McDougle, PE #56214 or Mark LeBlanc, PE #35883 or Adam D. LeBlanc, PE#77012 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2 No reduction is taken for slopes less than 10 degrees. Area of component Area of component Arca ofcompontnt Area of component Arca of component Arca ofcomponan Arca of component Arca ofcomponamt Area of component Area ofcompassnt Ana ofcomponrnt 10. 15.0sf 20.0 sf 25.0 s1' 30.0sf 35.0 sf 40.0 sf 45.0 sf 50.osf 55.0 sf 60.0 sf Mean oof Height Zone 4 Zone 5 one 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 15 40.1 -43.4 40.1 -53.6 8.8 2.2 38.8 -51.3 38.4 -41.8 38.4 -50.6 37.9 -41.4 37.9 -49.8 37.5 -41.0 37.5 -49.0 37.1 -40.6 37.1 -48.3 36.7 -40.2 36.7 -47.5 36.2 -39.8 36.2 -46.8 35.8 -39.4 35.8 -46.0 35.4 -39.0 35.4 -45.2 35.0 -38.6 35.0 -44.5 16 40 -44.0 40.6 39.3 -42.8 39.3 -52.0 38.9 -42.4 38.9 -51.3 38.4 -42.0 38.4 -50.5 38.0 -41.6 38.0 -49.7 37.6 -41.1 37.6 -48.9 37.2 -40.7 37.2 -48.2 36.7 -40.3 36.7 -47.4 36.3 -39.9 36.3 -46.6 35.9 -39.5 35.9 -45.8 35.4 -39.1 35.4 -45.1 -54.4 17 41.1 -44.6 41.1 -55.1 39.8 -43.4 39.8 -52.7 39.4 -42.9 39.4 -51.9 38.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 -50.4 38.1 -41.7 38.1 -49.6 37.6 -41.3 37.6 -48.8 37.2 -40.8 37.2 -48.0 36.8 -40.4 36.8 -47.2 36.3 -40.0 36.3 -46.4 35.9 -39.6 35.9 -45.7 18 41.6 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 39.9 -43.5 39.9 -52.6 39.4 -43.0 39.4 -51.8 39.0 -42.6 39.0 -51.0 38.5 -42.2 38.5 -50.2 - 38.1 -41.8 38.1 -49.4 37.7 -41.3 37.7 -48.6 37.2 -40.9 37.2 -47.8 36.8 -40.5 36.8 -47.0 36.3 -40.1 36.3 -46.2 19 42.1 -45.7 42.1 -56.4 40.8 -44.4 40.8 -54.0 40.3 -43.9 40.3 -53.2 39.9 -43.5 39.9 -52.4 39.4 -43.1 39.4 -51.5 39.0 -42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 -41.8 38.1 -49.1 37.6 -41.4 37.6 -48.3 37.2 -41.0 37.2 -47.5 36.7 -40.5 36.7 -46.7 20 42.6 -46.2 42.6 -57.0 41.2 -44.9 41.2 -54.5 40.7 -44.4 40.7 -53.7 40.3 -44.0 40.3 -52.9 39.8 -43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 -42.3 38.5 -49.7 38.0 -41.8 38.0 -48.9 37.6 -41.4 37.6 -48.1 37.1 -41.0 37.1 -47.2 21 43.0 -46.6 43.0 -57.6 41.6 -45.3 41.6 -55.1 41.2 -44.9 41.2 -54.3 40.7 -44.4 40.7 -53.5 40.3 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 -42.7 38.9 -50.2 38.4 -42.3 38.4 -49.4 38.0 -41.8 38.0 -48.5 37.5 -41.4 37.5 -47.7 22 43.4 -47.1 43.4 -58.1 42.0 -45.8 42.0 -55.6 41.6 -45.3 41.6 -54.8 41.1 -44.9 41.1 -54.0 40.7 -44.4 40.7 -53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 -43.1 39.3 -50.7 38.8 -42.7 38.8 -49.9 38.4 -42.2 38.4 -49.0 37.9 -41.8 37.9 -48.2 23 43.8 -47.5 43.8 -58.7 42.4 -46.2 42.4 -56.2 42.0 -45.8 42.0 -55.3 41.5 -45.3 41.5 -54.5 41.0 -44.9 41.0 -53.7 40.6 -44.4 40.6 -52.8 40.1 -44.0 40.1 -52.0 39.6 -43.5 39.6 -51.2 39.2 -43.1 39.2 -50.3 38.7 -42.6 38.7 -49.5 38.3 -42.2 38.3 -48.7 24 44.2 -48.0 44.2 -59.2 42.8 -46.6 42.8 -56.7 42.3 -46.2 42.3 -55.8 41.9 -45.7 41.9 -55.0 41.4 -45.3 41.4 -54.1 40.9 -44.8 40.9 -53.3 40.5 -44.4 40.5 -52.5 40.0 -43.9 40.0 -51.6 39.5 -43.5 39.5 -50.8 39.1 -43.0 39.1 -49.9 38.6 -42.6 38.6 -49.1 25 44.6 -48.4 44.6 -59.7 43.2 -47.0 43.2 -57.2 42.7 -46.6 42.7 -56.3 42.2 -46.1 42.2 -55.5 41.8 -45.7 41.8 -54.6 41.3 -45.2 41.3 -53.8 40.8 -44.7 40.8 -52.9 40.3 -44.3 40.3 -52.1 39.9 -43.8 39.9 -51.2 39.4 -43.4 39.4 -50.4 38.9 -42.9 38.9 -49.5 26 45.0 -48.8 45.0 -60.2 43.5 -47.4 43.5 -57.6 43.1 -47.0 43.1 -56.8 42.6 -46.5 42.6 -55.9 42.1 -46.0 42.1 -55.1 41.6 -45.6 41.6 -54.2 41.2 -45.1 41.2 -53.4 40.7 -44.7 40.7 -52.5 40.2 -44.2 40.2 -51.6 39.7 -43.7 39.7 -50.8 39.3 -43.3 39.3 -49.9 27 45.3 -49.2 45.3 -60.7 43.9 -47.8 43.9 -58.1 43.4 -47.3 43.4 -57.2 42.9 -46.9 42.9 -56.4 42.4 -46.4 42.4 -55.5 42.0 -45.9 42.0 -54.6 41.5 -45.5 41.5 -53.8 41.0 -45.0 41.0 -52.9 40.5 -44.6 40.5 -52.0 40.0 -44.1 40.0 -51.2 39.6 -43.6 39.6 -50.3 28 45.7 -49.5 45.7 -61.2 44.2 -48.2 44.2 -58.5 43.7 -47.7 43.7 -57.7 43.3 -47.2 43.3 -56.8 42.8 -46.8 42.8 -55.9 42.3 -46.3 42.3 -55.1 41.8 -45.8 41.8 -54.2 41.3 -45.4 41.3 -53.3 40.8 -44.9 40.8 -52.4 40.4 -44.4 40.4 -51.6 39.9 44.0 39.9 29 46.0 -49.9 46.0 -61.6 44.6 -48.5 44.6 -59.0 44.1 -48.0 44.1 -58.1 43.6 -47.6 43.6 -57.2 43.1 -47.1 43.1 -56.3 42.6 -46.6 42.6 -55.5 42.1 -46.2 42.1 -54.6 41.6 -45.7 41.6 -53.7 41.1 -45.2 41.1 -52.8 40.7 `,I�dXby -4428,1 11HIt1 d i, 4. 40.2 7G ) 30 46.3 -50.3 46.3 -62.1 44.9 -48.9 44.9 -59.4 44.4 -48.4 44.4 -58.5 43.9 -47.9 43.9 -57.6 43.4 -47.4 43.4 -56.8 42.9 -47.0 42.9 -55.9 42.4 -46.5 42.4 -55.0 41.9 -46.0 41.9 -54.1 41.4 _ -45.6 41.4 -53.2 .4D.9� `��-t% . .. ..4Q. ! d44160Yi, •.•-�2(, EN 6 ,. "'ki4A .• ems- -L • No. 77012 n AUG t0 017*= STAT OF R\O•P••`��c�`' °NAL G'�� 777rrllnu1n11N�` a 1 r•. Cn g 2 a z 0 N C) )l 0 how w¢- z a UpLL p Qw N ZI-CA w z w L F w 0 T . z ati .F ENCARNACI ON SPE 1 ami Shores Village 1 DATE MPI IANCE WITH ALL FEDERAL NTY RULES ANDfM?I•ATIONS BY APPROVE ZONING DEP 1 BLDG DEPT BED GARAGE t44 . ... .. . • . • . • •.. . • • ... • . •. • . ..• ..• . • . • . • • ••.. • . . . ..• . . . . • . •• . . . . . • • . . • :ray . • • tit)l+J tom+► Y '6S N • is .. . .. AilfkY : • Q „-) • • 3,T`'5t4 FL #9520.2 1(IT /8 X 371 /4 (+60/-60) FL #16736.1 DINING 35 3/4 X 241 /4 (+60/-60) FL #16736.1 35 5/8 X 371 /4 (+60/-60) FL #16736.1 ENTRY FRONT%0° 5-1•W i r> LIVING!, 35 3/4 X 371 /4 (+60/-60) FL #16736.1 So •o HsYO, BED a_ 351/2x73 (+67.5/-67.5) FL #5823.1 P6 6.0 MULLION 1 3/8 X 4 1/4 FL #9520.2 39 3/4 x 73 (+67.5/-67.5) FL #5823.1 5GD iUC BATH a -->ffsx(9 71 3/8 X 80 3/4 (+60/-60) FL #11103.1 35 3/4 X 371 /4 (+60/-60) FL #16736.1 SIDE YpQY 47•C o CLOSET' NS BATH 14s)0 BED 1 72 1 /2 X 37 1 /4 (+60/-60) FL #16736.1 STAIRS 1=Z:L1 CLOSET 35 3/4 X 37 (+60/-60) FL #16736.1 72 1 /2 X 37 1 /4 (+60/-60) FL #16736.1 FRONT 1261 BED 3 CP 145 f15 F; 4/ih e1• o I��,�� .r - >cH 72 3/4 X 37 1/4 (+60/-60) FL #16736.1 PRODUCT APPROVAL NUMBER: FL #5823.1 .. ... .. . ..•. . . .... ... .. • •••• • OPENING IDENTIFICATIOIV.6: �.... 1. SH 2. SH 3. SH 4. SH • • • .. .. • •• •• • • • ••• • • • 9/3/2016 Florida Building Code Online PLOtMOA. O@PARTMHNT Of Business Professional Regu ation r •1 OFFICE OF THE ■SECRETARY, BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL5823-R7 Revision 2014 Approved 0 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 Address/Phone/Email Category Subcategory Compliance Method Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc • • • • • • • • • • • • • • • •• • • • • • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. 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 n Validation Checklist - Hardcopy Received Certificate of Independence FL5823 R7 COI EvalReo CWS-155C (SH-8100. Imoact).odf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA/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 https://www.floridabuilding.org/pr/prapp dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6quhOZVN9J%2bw%3d 1/3 9/3/2016 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Model, Number or Name 8100 Vinyl Single Hung Method 1 Option D 12/16/2015 12/16/2015 12/21/2015 02/10/2016 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile, see installation dwgs. for Max. size and DP. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Description 8100 Vinyl Single Hung (Impact) Installation Instructions FL5823 R7 II CWS-155C (SH-8100, Imoact).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R7 AE DuPont PVB NOA 13-010 °2•I!r. Jf FL5823 R7 AE Eva lRepCWS-355C (SH-1100, Imoactl!ddf• • FL5823 R7 AE Ouanex Pl"Von: NOA 12-1Q.12 02.odf • Created by Independent Third Party: Yes • • • • 5823.2 SH-8100 Cont. Hd. & Sill Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max. unit size 72-7/8" x 61-3/4". Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. SH-8100 Cont Hd & Si11•0ou•b1e Single Hung Impact• 91• • • • • • • • • 1/8" x 63". • • • • • • .... • •• Installation Instructions • • • • FL5823 R7 II CWS-440e t t300, IMP, 74x6i, CONTHDSL).odf •• •• •••• Verified By: Lucas A. Tummy 68Z01 • Created by Independent:hird Party: YE* • Evaluation Reports FL5823 R7 AE DuPont FL5823 R7 AE EvalRep �WSB�4 OB (SH�OIl,p� • • • •. • P. 74)763, CONTHDSL).pdf • • FL5823 R7 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes 5823.3 SH-8100 Cont. Hd. & Sill SH-8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8" x 72". Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: Large Missile, DP = +/- 67.5 psf, Max. size 74-1/8" x 72". Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL5823 R7 II CWS-491B (SH-8100. IMP, 74x72. CONTHDSL). pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R7 AE DuPont PVB NOA 13-0129 27.odf FL5823 R7 AE EvalRep CWS-491B (SH-8100, IMP. 74x72, CONTH DSL). pdf FL5823 R7 AE Ouanex (Mikron) NOA 12-1017 02.pdf 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 70 psf. FLANGE ONLY. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300- 04. Installation Instructions FL5823 R7 II CWS-295D (SH-8100. IMP, 52x96).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R7 AE EvalRep CWS-295D (SH-8100, IMP, 52x96). pdf FL5823 R7 AE Kurarav PVB NOA 14-0916 10.odf FL5823 R7 AE Kurarav SGP NOA 14-0916 11.pdf FL5823 R7 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes hdps://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqvMdF6zR4iHLrSiEW2rn3mv6quhOZVN9J'Yo2bw%3d 2/3 • 9/3/2016 Florida Building Code Online 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 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 click here . Product Approval Accepts: 0.1 eCheek cm r r _ Credit Card v Safe Seal ri t v Al lirll I CS' • • • • • • • • • • • • • • • • • • • • • • • • • • • • ♦ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE\0(Q nrtDgvMdF6zR4iHLrSiEW2m3mv6quhOZVN9J%2bw%3d 3/3 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 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 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter-61'G20-3.005 (4). This product complies with the requirements of the 5th Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-155C, signed and sealed by Lucas A. Turner, P.E. •• .... 3) Test Report NCTL-210-3668-1, -1A, -2, 2A, 3669-1, -1A, -2, and -2A, by1•14itiolial Certifii Testing Laboratories, Orlando,'FL, signed and sealed by Gerard J. Ferrara,ayitti•testing • • • • • performed: TAS 201, 202, 203 1994, ASTMS 1886, 1996 2002/2005, and *AMA A440 2005 4) Supplemental' Calcs. to support CWS-155C, signed and sealed by Lucas A.ThM r, P.F•. •. 'Installation: Units must be installed according to approval document CWS=155C,••••• • • • .•. • • .... • ;Limitations of Use: This product: • • May be used in O/X configuration, in sizes, design pressures, and with max:glas%.DLO heights as shown in CWS-155C • • • • • Is impact resistant and does not require the use of shutters • May be used in'the High Velocity! Hurricane, Zone • Requires 7/8" Insulating; Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Dupont;.PVB 7nterlayer 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 t I' have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 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 approvalprocess of this product. aat%ItnffIU,E oat ORE W le No 58201 t 13 *. .*= 70;* : • ,CC 9 ; STATE OFF 1.:i zZ- 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner 2015-04-18 ')7.•17 AA.AA • • .•. • • • ••• .• .• • • .• • .. •• . • • • • •. •• •• •• • • • •• • • • ••• • • •• • • MI• SINGLE HUNG - LARGE MISSILE IMPACT (SHOWN w/DIFFERENT OPTIONS) • 54 3/8" OVERALL FLANGE WIDTH 53 1/8" MAX UNIT WIDTH 48 15/16' GLASS DLO 77 1/4" MAX OVERALL FLANGE HEIGHT 76" MAX. UNIT HEIGHT 0 33_15L1B_' GLASS DLO 37 5/16" MAX. SASH HEIGHT e e e 34" GLASS DLO TABLE OF CONTENTS A 3L8 GLASS DLO 49 11/16' MAX SASH WIDTH GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS & ALT. FRAME 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 6 • • • • • • • •• • OOOOO • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • 17 1/4" • • • •OVERALL Fa4NGEIVIKH • • OOOOO • •• • • • • WAX 11N •WICT44. 41 13/16" - GLASS DLO A - I • 63 1/4" OVERALL FLANGE HEIGHT 62" MAX UNIT HEIGHT • • 0 30 5/16" MAX SASH HEIGHT 27= GLASS DLO 1 2Z GLASS DLO A 28". GLASS DLO 31 5/16" MAX SASH WIDTH GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS:'O/X". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. 12. SWEEP LOCKS INSTALLED ON WINDOWS OVER 36" x 62°. LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING N 53-1 /8" x 76" LARGE MISSILE IMPACT HVHZ +/-/ 67.5 PS - 36 x 62 + 5 / -/5 NSF HVHZ +67.5 / -75 PSF Lucas A. Turner 2015-04-09 12:43-04:00 (KI// WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WwW.CWS.CC 8100 PVC SINGLE HUNG IMPACT P. o 0 0 0 w 0 0 uJ w LL w H W 0 a0 UPDATED PER 2014 FBC UPDATED PER 2010 FBC UPDATED PER FBC REQ DESCRIPTION: 0 m O Z REVISIONS 4/9/2015 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 DRAWN BY: ADE DWG #: CWS-155 SCALE: 1:1 DATE: 06/10/08 REV.: C SHEET 1OF6 38 • • ••• • • • ••• • • •• • • • • •• • • • • • •• •• •• • • • •• • • ••• •• • •. • • • • • • 000 • . • • •.. 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED 7/16" AIRSPACE • • 5/16" LAMINATED GLASS • • 1/8" ANNEALED • • • • • • • • • • • • OOOO • • • • •• • • • • • • • •• ••• • .090" PVB INTERLAYER BY DUPONT •• • • • •• ••• 1/8' ANNEALED • ... �i 18 • �■ i' I - 0 C 1/2" GLASS BITE r.J. GLASS TYPE B FIXED LITE DURASEAL BY TRUSEAL • • • • PURFECT GLAZE "H" OR SIMLEX S52 • 7/8" OVERALL INSULATED GLASS 1/8" TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE • • • • ••• 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE GLASS TYPE A SASH LITE 7/8" OVERALL INSULATED GLASS 1/8" TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 552 GLASS TYPE B SASH LITE 1/2" GLASS BITE [ 1l/ WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT w 0 a o 0 0 0 w 0 w W 1_ W 0 >- UPDATED PER 2014 FBC UPDATED PER 2010 FBC UPDATED PER FBC REQ DESCRIPTION: REVISIONS 4/9/2015 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: ADE DWG*: CWS-155 SCALE: 1:1 DATE: 06/10/08 REV.: C _SHEET 2 OF 6 SECTION VIEW A -A NO SWEEP LOCKS ALLOWED FOR UNITS 36" x 62" AND UNDER. ITEMS NOT SHOWN FOR CLARITY: 22, 27-28, 33-37, 43-45 INTERIOR • • ••• • • • ••• •• •• • • •• • •• •• • • • •• • • • • ••- • •• •• • • •• • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • •• ALTERNATE FIN FRAME ©• 4• • • • • • ••• ••• • • • • • • • • • • .• . i •. • • • •itig• • • •. I •• • • INTERIOR SECTION VIEW B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. SECTION VIEW C-C SWEEP LOCK REQUIRED FOR SIZES OVER 36" x 62". WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CwS.CC 8100 PVC SINGLE HUNG IMPACT 0 0 IZZ 0 w a w w w 1- w 0 m UPDATED PER 2014 FBC UPDATED PER 2010 FBC UPDATED PER FBC REQ DESCRIPTION: O Z REVISIONS 4/9/9015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN BY: ADE DWG*: CWS-155 SCALE: 1:2 DATE: 06/10/08 REV.: C SHEET 30F6 PARTS LIST ITEM 1 2 3 4 PART# H-6031 H-6031 H-6031 H-1836 DESCRIPTION Frame Head, Flg, Single Hung Frame Sill, Flg, Single Hung Frame Jamb, Flg, Single Hung Alum. Fixed Meet. Rail MATERIAL PVC PVC PVC ALUMINUM VENDOR MIKRON MIKRON MIKRON KEYMARK 5 S-6063 Fixed Rail Cover PVC MIKRON 6 7 8 9 H-6027 H-1497 H-6028 H-1699 Sash Top Rail Reinforcement for STR Sash Bottom Rail Reinforcement for SBR PVC ALUMINUM PVC ALUMINUM MIKRON KEYMARK MIKRON KEYMARK 10 11 H-6004 S-1498 Sash Side. Rail Reinforcement for SSR PVC ALUMINUM MIKRON KEYMARK 12 S-6064 Glazing Bead PVC MIKRON 13 14 P-3118 P-3541 Keeper, Sweep Lock #8 x 1/2", Pan Head, Tek ZINC STEEL SULLIVAN FASTENAL 15 P-4632 Sweep Lock ZINC SULLIVAN 16 P-4633 Barrel Fastener STEEL FASTENAL 17 Block & Tackle Balance STEEL CALDWELL 18 Purfect Glaze "H" or Sikafiex 552 SILICONE HENKEUSIKA 19 Sash SEE SHEET2 GLASS CARDINAL 20 Fixed SEE SHEET2 GLASS CARDINAL 21 P-3429 Wstp., 0.270 x 0.187 back FinSeal NYLON ULTRAFAB 22 23 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK #10 x 1 1/2" Panhead SMS STEEL STEEL FASTENAL FASTENAL 24 Flat Washer STEEL FASTENAL 25 S-6014 Screen Catch PVC MIKRON 26 S-6013 Screen Support PVC MIKRON 27 P-4051 #8 x 1 1/4" Ph Fh TEK, Wht. ZINC FASTENAL 28 P-3748 #6 x 0.625" Quad Fh TEK, Wht. ZINC FASTENAL 29 P-3783 Impact, Lock STEEL INTERLOCK 30 P-4069 Impact, Keeper STEEL INTERLOCK 31 P-4264 #8 x 3/4 FH PH w/#6 Head, TEK, Wht STEEL FASTENAL 32 P-3218 Screen Frame ALUMINUM ALLMETAL 33 34 P-3321 P-3228 Screen Corner Key Screen Spline PLASTIC RUBBER M&M DAPA 35 P-3581 Screen Cloth VINYL WIER 36 P-3033 Screen Spring STEEL HURLEY 37 P3029 Screen Pull Tab STEEL HURLEY 38 P-3352 Set. Blk. 1/8" x 5/8" x 2" RUBBER FRANK LOWE 39 P-3768 #8 x 5/8 Phil Pan Znc ZINC FASTENAL 40 P-4479 Weepcover PLASTIC M&M 41 42 P-3113 P-6025 Screw Support Sash Stop RUBBER PVC TEAM MIKRON 43 P-3059 Sash Cam PLASTIC M&M 44 45 P3295 P-3342 Take Out Clip Seam Sealer STEEL SILICONE SUMMIT SCHNEE 46 P-3752 Hole Plug PLASTIC M&M 47 H-6048 P-4959 Frame Head, FIN, Single Hung Wstp., 0.420 x 0.187 back PVC NYLON MIKRON ULTRAFAB 211/16' NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • • ••• • • • • • • •• •• • • • •• •• • • • • •• • •• • • • • • • • • • • • • • • • • • • w • • • • • • • • • • • • • • • 3 1/8" • • • •• • • i• • • • • • • - 1/16" •• • • • •• L • • • •• L1•.Sn6 • • PVC FR/5 E FCA!I{1E-431: 1/16" • • • • • PVC SASH BTM. RAIL-6028 • • • •• • • • • • ••• •• PVC FRAME FIN-6048 --1 5/16" 7/8" `1/16" PVC SASH STOP - 6025 3/4" 3/16", T -1 1/16" REINF. S.B.RJS.S.R. - 1498 1/2" • 1 3/16" PVC SASH SIDE RAIL-6004 PVC SCREEN CATCH - 6013 3/4" 15r16 REINF. BTM RAIL-1699 1/16" PVC SASH TOP RAIL-6027 2 1/8" FIXED RAIL -1836 9/16 1 5/16" PVC FIXED RAIL COVER - 6063 5/8" 045" — 1/16" REINF. TOP RAIL-1497 r2" 3/ls• In] FRAME CORNER CONSTRUCTION WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC CORNER WELD (ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8100 PVC SINGLE HUNG IMPACT w u- w 1- w m 1_I 1 1181 5/16" I PVC SCREEN SUPPORT - 6014 PVC GLAZING BEAD-6064 r 3' —I .rO at SCREW SUPPORT-3113 C I UPDATED PER 2014 FBC B !UPDATED PER 2010 FBC A I UPDATED PER FBC RED NO.:I DESCRIPTION: REVISIONS ,`��4y4P�1DREby,TG��i ,��Op•� .��C E Ai gF.. �l,�i� *: * :*= :cr "P STATE OF 4F; cCORtOt-Q4". °#1S+ONAs Elt°%s 4/9/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DWG#: CWS-155 SCALE: 1:2 DATE: 06/10/08 REV.: C SHEET 4'OF 6 15" MAX. O.C. (TYP.) 6" MAX (TYP.) 6' MAX. (TYP.) 14" MAX. O.C. (TYP.) 4" (TYP.)-I 4" (TYP.) — 4" MAX. (TYP.) — 4" MAX. (TYP.) -1 8" MAX O.C. (TYP.) MTG RAIL • • •• •• • • • • • • • • ••• • • • ••• •• •• • •• •• • • •• •• •• • • • •• • • ••• • • •• • • • • • • —• • • • • • • • • • • • —8" MAX O.C.IrYP.) • • • • • • • • • • • • • • • •s • ANCHOR LAYOUT - (FIN) SIZES OVER 36" x 62" • • • • • • • •• • • • • • • • • • • • • ANCHOR ATOAIDSPAN (TYP.) e 6" trri ) 6" MAX (TYP.) -1 .. •.. .. • • • •• • • •• • • • • • • • • ••a13%ibR' MAX. O.C. (TYP.) 4" (TYP.) 4" MAX. (TYP.) 4" MAX (TYP.) - ANCHOR LAYOUT - (FLANGE) SIZES 36" x 62" AND UNDER 8" MAX O.C. (TYP.) MTG RAIL 8" MAX. O.C. (TYP.) 0 ANCHOR LAYOUT - (FIN) SIZES 36" x 62" AND UNDER NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 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. 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 BE PROTECTED TO PREVENT REACTION. 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 SPECIFIED IN TABLE 1, SHEET 6. 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. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 1" FOR WOOD AND METAL. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 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), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA'300(EXTERIORDOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC rl• 8100 PVC SINGLE HUNG IMPACT co 0 0 0 w W 0 Y m UPDATED PER 2014 FBC UPDATED PER 2010 FBC UPDATED PER FBC REQ DESCRIPTION: O Z REVISIONS ,��i11/t/tft ,•,""P,NORE 4y T ttii 4' rs.• EAlS•••1,•i"• Jr • No 58201 •'�1� STATE OF :.cr lug .�.9•��o= o a toP t`rSiONA.EO• 4/9/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE ANC NOTES DRAWN BY: ADE DWG*: CWS-155 SCALE: 1:25 DATE: 06/10/08 REV.: C SHEET -5OF6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 —1/4" MAX. SHIM 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. EE TABLE 1 ,-AN\ VERTICAL SECTION TYPICAL SILL ANCHORAGE • • ••• • •• •• •• • • •• • • . •• • • • • • ••. • • •• •• • • • -•• • • MIN. EMBEDMENT SEE TABLE 1 • • ••. •• •• • •• • • • • •• • • • • • • • • • ••• •174:MAxelm 0-0-10 • • •• • • '• • • • • • • • • INSTALLATIQS ANCHOR SEE TABI€ • • • • • a • • • •• • • SUBSTRATE BY OTHERS • • • FEE TABLE 1 •• • HORIZONTAL SECTION MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND GE BY INSTALLER TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FR ANCHOR TYPE ST, FLANGE CONCRETE (2.0 KSI MIN.) 3/16" RW TAPCON 1-1/2" 1-1/8" FLA awl I Fn CI (117 PCP MIN.I 3/16" MN TAPCON _�^ �— " FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" RW TAPCON OR ELCO ULTRACON 1 3/8„ 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 Hill KWIK-FLEX OR RW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2XMIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 7/16' PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4' MAX. SHIM SHIM-- 6 J SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER HORIZONTAL'SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT 1 0 o ,- 0 - co 0 0 o di c) M w CI Y W I- Q 03 UPDATED PER 2014 FBC UPDATED PER 2010 FBC UPDATED PER FBC REO I DESCRIPTION: U m < O Z REVISIONS OOwoREW iO�i'' 4O ,78 E N Se GQ%;. Na 58201 •""%I) �1> * ;#? 90 STATE OF :41 • 4/9/9015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: ADE DATE: 06/10/08 DWG #: REV.: CWS-155 C SCALE: SHEET 1:2 - - 6OF6 - PRODUCT APPROVAL NUMBER: FL #16736.1 OPENING IDENTIFICATIONS: 5. HS .••••. . . .... • •• • 6• • ... . 1••• •• • • 7. HS •.... ••..• . . . ••• • •••• • •• 8. HS • •• . . • 9. HS .• • • ' • . •• • • ••• 10.HS ••• ••• ' 12. HS • • 13. HS 14. HS 15. HS • 8/11/2016 Florida Building Code Online PLOOOA DEPARTMENT OF Business Professional Regulation r Y OFFICE 7HE (SECRETARY DBPR HOME. ABOUT:DBPR BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge ( Stets & Facts I Publications I FBC Staff Product Approval USER: Public User product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL16736-R1 Revision 2014 Approved 0 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 DBPR'DIVISIONS CONTACT DIM BCIS Site Map I Links I Search 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 Address/Phone/Email Category Subcategory Compliance Method Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • •• •• • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • •• 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 O Validation Checklist - Hardcopy Received Certificate of Independence FL16736 R1 COI EvalReo CWS-8716 (HS-8200. 74x63. IMP).odf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/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 https://www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDqu8obl%2FlZm6TgPohLz6ont0aKpvglON 3eNaBBBv3yAgMA%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 Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/15/2015 04/21/2015 04/25/2015 06/22/2015 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16736 R1 II CWS-871B (HS-8200, 74x63, IMP).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVB NOA 13-0129 27.pdf FL16736 R1 AE EvalReo CWS-871B (HS-8200. 74x63 IMP).adf FL16736 R1 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions • • • • FL16736 R1 II CWS-860B (H6-8200 111xr63• 1MP).Ddt Verified By: Lucas A. Terre 51201 • • Created by Independent Third Party: lees• • • • • Evaluation Reports • "" - FL16736 R1 AE DuPont'rVB IIIOA 13-0129.27.pdf • • FL16736 R1 AE DuPont 6GR INOA 11-Q624 Q2.Ddf • • FL16736 R1 AE EvalRe?•C•VY5'869B (IsS- Qi? 111x§,33••• IMP).Ddf • • FL16736 R1 AE OuaneztMfan) NOA,!21817 02.Daf ••' Created by Independent Third' Party: YeS• • • • Back Next • • • • • • • • • • •• • Contact Us ::,2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 • • • • •• • • • • • • • • • •• The State of Florida is an AA/EEO employer. Coovriaht 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 a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. 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 offidal 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 click here . Product Approval Accepts: eCii k Ea 7CrOit;Card 'Safe SCCLI ri t ym Ent ICS' https://www.floridabuilding.orgtpr/pr_app dtl.aspx?param=wGEVXCIwtDqu8obl%2fZm6TgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 2/2 { TURNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 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 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5th Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-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. Turn'er,,P.E. • • .• • Installation: Units must be installed according to approval document CWS-871R. Limitations of Use: This product: • • May be used up to the sizes and daylight openings indicated in CWS-871$ • Achieves design pressures of +/-60 psf • • • • • Is Large Missile impact resistant and does not require the use of shutters . • • • May be used in the High Velocity Hurricane Zone• { • Requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.27 . • • • . • •• • • • .••• • •• • . . • • • •. • • • • • • • • •••• • • •••• ••- ••• • • • • • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.021b• t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th 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. NtiulIii+r r<14 ‘%0`�yDREW r,f ', :-:• No 58201 1 c64 4 j j ! ^ • * • ^ i, ! • cc :3} ; STATE OF+` 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 • • Lucas A. Turner 2015-04-18 22:21-04:00 • • •• •• • • • • • • • • • • • • • • • • • • • • HORIZONTAL SLIDER - LARGE MISSILE IMPACT 75 1/4" MAX. OVERALL FLANGE WIDTH 33" GLASS DLO 74' MAX. UNIT WIDTH 64 1 /4" MAX. FLANGE HEIGHT 63' MAX. UNIT HEIGHT • • • • • • • • • • ee •• • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • GgNET1iiL•NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TQ comy WITH THE FLORIDA BUILDING CODE (FBC), CURRENT (EDITION TIVLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND • 19RATEDFOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED INAST! E 1996 PER THE FBC. • 2.6GLRZIrfG OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX', "XO". •• • • • •• ••• 4. DESIGN PRESSURE RATING: • • •• • • 58 13/16" GLASS DLO O X e e e 59 9/16' MAX SASH HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS & GLAZING DETAILS2 EXTRUSIONS & B.O.M 3 ANCHOR SCHEDULE & NOTES 4 INSTALLATION DETAILS 5 A 33" GLASS DLO 36 5/16" MAX SASH WIDTH • • GLASS TABLES ASTM E-1300-04. • • • • • •-PQSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. •-NERPATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 74" x 63" +/- 60 PSF LARGE MISSILE IMPACT Lucas A. Tumer 2015-04-11 15:18-04:00 azgo„,r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT Lo n v 0 a 0 ❑ 2 W W m UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: O z REVISIONS 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 DRAWN BY: ADE DATE: 10/10/13 DWG 8: CWS-871 REV.: B SCALE: 1:15 SHEET 1 OF 5 INTERIOR SECTION A -A SECTION C-C ALTERNATE FIN FRAME • • ••• • • • • • • •• •• • • • • •• •• • • • • • •• •• •• •• • • • •• • • • •• •• • • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • OOOOO • • • • •• • • • • • •• • • • INTF.4IOR SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 & 36) X - 7 HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS 1:20 SWEEP LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIRSPACE 5/16" LAMI 1/8" ANNEALED .094 DUPONT PVB INTERLAYER -1/8" ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 1/2" GLASS BITE WINC`SYSTEMSin tiK 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 1) a 0 w w } m U LL cc a 0 w 0 a co 0 w 0 z 0 U z 0 a a[ U co w m 0 z to z _0 w cc 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS AND GLAZING DETAIL DRAWN BY: ADE DATE: 10/10/13 DWG*: CWS-871 REV.: B SCALE: 1:2 SHEET 20F5 PARTS LIST ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 PART# H-1497 H-1699 H-1836 H-6052 DESCRIPTION Reinf. Sash Meet. Rail Reinf. S.B.R./S.S.R, Meet. Rail, Fxd. Sash Top/Bot. Rail VENDOR Keymark Keymark Keymark Mikron MATERIAL Alum Alum Alum PVC H-6048 H-6050 H-6051 Main Fr., SH, w/ Fin., PVC Sash Meet. Rail, PVC Sash Side Rail, PVC Mikron Mikron Mikron PVC PVC PVC H-6049 P-3029 P-3033 P-3113 P-3218 P-3228 P-4754 P-3342 P-3352 P-3429 P-3539 P-4730 P-3752 Main Fr., SH, w/Flg., PVC Screen Pull Tab Screen Spring, SS Screw Support, PVC Screen Frame Screen Spline, .155 Dia., Blk. Screen Frame Comer Key Seam Sealer, SM-5504 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. Wstp., 0.270 x .187 back FinSeal, Gn #8 x 3/4" Square TEK 2 Znc #8 x 1/2" Truss PH TEK 2 Znc Cap Plug, 1/2" Hole Mikron Summit Hurley Team Plastic Allmetal Dapa Allmetal Schnee FrankLowe Ultrafab Fastenal Fastenal M&M PVC Rubber RollForm Nylon Silicone Rubber Steel Steel Nylon 21 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 P-3783 or P-5250 P-4779 P-4051 P4069 P-4479 P4638 P4958 P4952 P4959 P4633 S-1112 S-1498 S-1776 S-1999 S-2000 S-6005 S-6013 S-6014 S-6063 S-6064 GLASS Spring Lock, Impact, PVC Roller, Tandem #8 x 1 1/4 Ph FH TEK, Wht. Keeper, Impact, PVC Weep Cover w/ Flap #8 x 2 1/2 Ph Truss SMS Rotary Lock Keeper, Rotary Lock Wstp., 0.420 x .187 back FinSeal, Gn Barrel Fastener Reinforcement, Head Reinf. S.B.R./S.S.R, Roller Track Frame Hook, Head, Impact Panel Catch, Head, Impact Anti Lift Scm. Adapt., w/ Nib, PVC Scm. Adapt., PVC Fixed Rail Cover Glazing Bead SEE SHEET 2 Purfect Glaze "H", SikaFlex 552 Interlock M&M Fastenal Interlock M&M Ajax Sullivan Sullivan Ultrafab Fastenal Keymark Keymark Keymark Keymark Keymark Mikron Mikron Mikron Mikron Mikron CARDINAL Henkel / Sika Nylon Steel Nylon Steel Znc Znc Steel Alum Alum Alum Alum Alum PVC PVC PVC PVC PVC GLASS Silicone LINE ITEMS NOT USED: 33 2 11/16" • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• • • •• • • • • • • • • • 3 1/8' • . • • • • • • • • • • • • t/S69 3sne" •• • • • • PVC FRAME4FLeANG16s19 • PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 PVC FRAMDFIN-6048 • • • • • •1-1 3/16"- 0 6" PLAN VIEW-1999 FIXED RAIL - 1836 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER - 6063 0 6" 3/16" �f- 3" PLAN VIEW-2000 " r SCREW SUPPORT-3113 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. O 1/2" 0 3/16" 1 5/16" 7/B'1/16" HEAD IMPACT HOOK - 1999 0 3/16" T 5/8" 5/8" 1/16' PANEL IMPACT CATCH - 2000 1-1i�-V��- `J L--1/16" SASH MTG. RAIL-1497 S.B.R./S.S.R. - 1498 1/4" 7/8" PVC GLAZEBEAD - 6064 1/2" CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 again l./ WINDOW SYSTEMS �� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT w 0 w 0 3/4" } T 6" 15/16• � v1s• LTL SASH REINF. - 1699 7/16" 1 1/4' PVC SCREEN CATCH - 6013 5/16' PVC SCREEN SUPPORT - 6014 1/16' ROLLER TRACK - 1776 9/116 1/16" GLAZE BEAD - 1112 3/8" 1 5/16" 1/16" PVC ANTI -LIFT - 6005 UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m Ci Z 07 Z 0 0 w `,%�vpp1DREW..... � :• No 58201 '�• *; * :*= 13; STATE OF .• 14 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: BOM AND EXTRUSIONS DRAWN BY: ADE DATE: 1 0/10/1 3 DWG #: CWS-871 REV.: B SCALE: 1:2 SHEET 30F5 12 1/2" MAX O.C. 6" MAX (TYP.) 6" MAX (TYP.) 17" MAX. O.C. (TYP.) FYP.) 1t I ~3" (TYP.) 1' I 11111 I".-3.(TYP) SEE 1 L_ 0 X 1 1 i • • ••• • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• • • • • • • • 0110 • • • • 000 • • • • • ••• • • • • • • • • • • • NOTEgE • • • 4"4,1.X.=TYES) • • 8" MAX. O.C. (TYP.) ••• ••• r•mf`x•tp•)-L • INSTALLATION ANCHQFWY'.) • • • • • • • • • • • 8"• • • • • • • • C • • •• •• • 4 • • • • • • P•)• • • SEE NOTE 2 •• I • • • • • 0 . 1 1 ^ a 1 1 1 I I ANCHOR LAYOUT - (FINj INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 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. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 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 BE PROTECTED TO PREVENT REACTION. 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 SPECIFIED IN TABLE 1, SHEET 5. 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. 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. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 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), FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) _ c U(a//l[II WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT 0 0 uJ W W 0 } UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: O z z 0 V5 W a< ttttttt IT,,, i ,0, Psp10REW 1.61 L 4 r. v :" No 58201 *; * :*= :9 STATE OF .e+' 'i��F " L O R 1 b" G,�� ''S'SfONA� ET1,ss. L Z 4/11 /2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: ADE DATE: 10/10/13 DWG#: CWS-871 REV.: B SCALE: 1:20 SHEET 4 OF 5 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE VERTICAL SECTION MIN. EDGE DIST. SEE TABLE 1 I MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM 1/4" MAX SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 TYPICAL SILL ANCHORAGE SEE TABLE 1 • • • • •. • •• •• • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • . . • • • • • • • • • • • MIN. EMBEDMENT SEE TABLE 1 V4" MA)6 SHIM • • • • • • •• • • • • INSTALLATION ANCHOR� •rh • ir • iiirorAr•: • •• • • • • • • • • • • • • 111IN.•EDGE DIST. SEE TABLE 1 • • • •• • PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 05BB HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME RNI:RORTTPt IST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ffW TAPCON 1-1/2" 1-1/8" : FLAN` l la.--2. FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3/16" TAPCON OR ELCC O ULTRACON 1-3/8" 7/8" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR MN -MKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRLLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2XMIN. SOUTHERN PINE (G=0.55) 48 WOOD SCREW 1-1/2" 1/2" __ _ PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4" MAX SHIM O5 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE I SEALANT BEHIND FIN BY INSTALLER HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION O5 p HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS _ _ _SHOWN FOR FLANGE WINDOWS. 0451011 ' WINDOW SYSTEMS [ 1' . 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 1) 0 0 r w w w } m UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: CO O Z V) Z 0 0 w 2 ,,,,,PtACREIN ,� , ��GP4,\C"E N S�.•?,y•�, No 58201 'C13 * * :*cc z 19Q: STATE OF •" iI :1'.1• A 4OR1�'' 1,4,S,,ONA,11. 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: ADE DATE: 10/10/13 DWG t: CWS-871 REV.: B SCALE: 1:2 SHEET 5 OF 5 SUBSTRATE BY OTHERS • SE9T114LE 1 • • PRODUCT APPROVAL NUMBER:.... FL #11103.1 . . . .. • . • •• • • • • • .... • •••• •• • • • .• • • •••• • •• 1••• • • • . OPENING IDENTIFICATIONS: • • • • . . • • • ..• ••l • • • • •• 11. SGD 8/22/2016 Florida Building Code Online PLCIbA DePARTMGN1 OF Business Professional Regulation / OFFICE OF,THE YSECRETARY� BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications 1 FBC Staff I BCIS Site Map I Links I Search I Product Approval USER: Public User Product Approval Menu > product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer O 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 Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Exterior Doors Sliding Exterior Door Assemblies • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El 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 FL11103 R2 COI EvalReo CWS-298B (SGD-8900. IMP).odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 TAS 201/202/203 1994 Equivalence of Product Standards https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGE:VXQwtDgttaGslp3GvutOCRBKBPq%2fDPvnFimWAkdS3N3YofrjggM/a3d%3d 1/2 8/22/2016 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/20/2015 04/23/2015 04/25/2015 06/23/2015 FL # Model, Number or Name Description 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x 8'. Config. include OXXO, OXO, OX, XO. Glass complies to ASTM E1300-04. Installation Instructions FL11103 R2 II CWS-298B (SGD-8900, IMP).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL11103 R2 AE DuPont SGP NOA 11-0624 02.1x1f FL11103 R2 AE EvalReo CWS-298B (SGD-8900. IMP).Ddf FL11103 R2 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes Back • • • • • •• • • • •••• • •• • • • • � • Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-4Q7.111.1• • • • • • • • The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessiblllty Statement :: Refund Statement, • •••••• •••• Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a4ublic records t!q-ugst d0 not send ellelt2ogl mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, pleas, lrontld 850.487.1395. 8rsuant to AcTi n • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the pciparpeent with an enyail address if they lave one. The emalls provided may be used for official communication with the licensee. However email addresses are public word. 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. fro detemfne if youaare a Iltensee undftt1t**4 455, F.S., please dick here . • • • • • • • • • • • Product Approval Accepts: • • • •• • • • • • • • • • iiChck secuPitVMh'i 1UCS https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGi=VXQwtDgttaGsIp3GvutOCRBIBPq%p2iDPvnFimWAkdS3N3YofrjggA%3d%3d 2/2 mURNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 298B April 18, 2015 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5th Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-298B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3506-1 and -1A, from National Certified Testing Laborafones, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. •.. •• ••• •. .. . • a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA CpA • • • • • • • 101/I.S.2/A440-2005, and ASTM E 1886/1996 2002 • 4) Supplemental Calcs. to support CWS-298B, signed and sealed by Turier,.t. •••• Installation: Units must be installed according to approval document CWS,29$B. •... • • Limitations of Use: This product: • May be used in up to 48 7/8" x 93 1/2" panel sizes (96" max. door h8i ht),withklass types and max. glass daylight sizes as shown in CWS-298B • • • • • Achieves design pressures of +/-60 psf • • • • • • • • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • `Requires Dupont SentryGlas (SGP) Interlayer per Miami -Dade NOA #11-0624.021. • Requires Quanex (Mikron) white rigid PVC extrusions per NOA #12-1017.021. t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th 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. M��u,�rirr _�I to RE W tri - :' No 5E3201 ;�73 I. • � *c * *= 4/18/2015 �'�+ ; Lucas A. Turner, P.E. 0:�. STATE OF !' FL PE #58201 r,��pA� '2- '.:t. �:`� Lucas A. Turner 2015-04-20 12:28-04:00 9 96' MAX UNIT HEIGHT 93 MAXr B PANEL HEIGHT • • ••• . • •• •. • • •• • •• • • • • • •• •• •• •• • . • • • ••• • • • •• •• • • • • .•• • • • • • • • • • • • •• `.- 48 7/8" MAX I , oo MAX UNIT WIDTH A PANEL WIDTH �- / / 4 41 3/4" —.- GLASS DLO 1 GLASS DLO O A" X C a X c 0 ,r 48 7/8' MAX PANEL WIDTH 145 13/16" MAX UNIT WIDTH I— 6" IAX NIT EIGHT 9MAXz PANEL HEIGHT D 41 3/4" --.- GLASS DLO GLASS DLO 0 X 01 p 0 r. 1 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS OXXO & GLAZING DETAIL2 SECTION VIEWS OXO & XO 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS. 6 C • • • •• ••• •• • • • • ••• • • • • • • • • • • • • GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY. ITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND •I/ RATEDFOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY • I=URRI.CANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. • /Lf4ZING DETAIL: (SEE SHEET 2) 3. APPROVED CONFIGURATIONS: "0)0 0", "OXO", "XO", "OX" • • • • • • • • • 04a DESIGN PRESSURES: • • • -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS • • TALES ASTM E-1300-04. -PO$4TIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER • • • • • • • • INGILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04. e e 96" MAX UNIT 48 7/8" MAX PANEL WIDTH WIDTH I-- 16" AAX NIT (EIGHT MAX PANEL HEIGHT E 41 3/4" --- GLASS DLO — _ 86 GLASS DLO - O 3/8" X a 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. SERIES / MODEL DESIGNATION: SGD-8900. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH, O=FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 11. EXTERNAL WEEP SLOT= 1/4 x 1" LOCATED 4" FROM BOTH ENDS. Lucas A. Tumer 2015-04-20 12:30-04:00 MAX. UNIT SIZE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING [.....ONFIG. XO 96" x 96" +/-60 PSF LARGE MISSILE IMPACT (CCU 140- I s/ i b x 96" 48-7/8" x 93-1 /2" +i-evrar LARGE MISSILE IMPACT OXXO 191-1/8" x 96" +/-60 PSF LARGE MISSILE IMPACT WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT 0.1 N 0 N 0 0 w w W m UPDATED PER 2014 FBC UPDATED PER 2010 FBC z 0 o_ a Q U 0 w 0 m O Z Z O w cc ,, IN.1-10REtNe7.,, No 58201 :13 *; # :*7 9 • STATE OF :14/:: 11'W.• OR10 �� ,esfONA, .41,�%. zik 4/3/2015 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 DRAWN BY: ADE DWG #: CWS-298 SCALE: 1:33.33 DATE: 06/03/08 REV.: B SHEET 1 OF 6 . ... • . . . . • • . • • • ••• •• • • •. . • • •• • . . SECTION B-B PAIR OF ANCHORS AT - CH CLIP. SEE SHT 6 FOR SPACI SECTION C-C FIXED PANEL ATTACHMENT NOTE: INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. .•. • • • • • .. 1" OVERALL 3/16" TEMPERED 3/8' AIRSPACE 7/16" LAMINATED GLASS ---3/16" ANNEALED GLASS .090 SENTRY GLASS IONOPLAST INTERLAYER -3/16" ANNEALED GLASS PURFECT GLAZE"H" SIKAFLEX 552 13/16" GLASS BITE 1:1.33 Caarion WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 8900 PVC SLIDING GLASS DOOR - IMPACT n N O N "6- 2 w CO DATED PER 2014 FBC UPDATED PER 2010 FBC 1n Z 0 U F-¢ a co Fr w W m ¢ O 1�`� p`; �G E N S G'Q#-i .Ji : • No 58201 �•'�1 *•• *• P STATE OF 41 1.0 F,is+ONA 11.i `� zz 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS - OXXO AND GLAZING DETAIL DRAWN BY: ADE DWGf: CWS-298 SCALE: 1:2.63 DATE: 06/03/08 REV.: B - SHEET 20F6 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• • •• • • • • • • • ••• •• • •. • • • •• • • • • • • • • • • • • • • • • SECTION D-D SECTION E-E NOTES; 1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. WINDOW SYSTEMS [1I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8900 PVC SLIDING GLASS DOOR - IMPACT N O O N O W UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m O z D7 z 0 _N W CC 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS - OXO AND XO/OX DRAWN BY: ADE DWG #: CWS-298 SCALE: 1:2.63 DATE: 06/03/08 REV.: B SHEET 30F6 PARTS LIST ITEM PART NO. DESCRIPTION VENDOR MATERIAL 1 H-6042 FRAME, MAIN, SGD MIKRON PVC 2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC 3 S-1722 SUPPORT BLOCK, FDED, SGD KEYMARK ALUM 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 5 H-6059 PANEL SIDE RAIL, SGD MIKRON PVC 6 H-6033 PANEL, INTERLOCK, FIXED MIKRON PVC 7 H-6060 PANEL, INTERLOCK, OPERABLE MIKRON PVC 8 H-6061 INTERLOCK, SNAP -ON MIKRON PVC 9 H-6043 ASTRAGAL, SGD, MIKRON PVC 10 P-3142 ROLLER, TANDEM SULLIVAN STEEL 11 P-3342 SEAM SEALER, SM-5504 SCHNEE 12 P-3039 SET. BLOCK, 85 DUR. 1/8" X7/8" X2' FRANK LOWE RUBBER 13 P-3438 SIKAFLEX552 OR PURFECT GLAZE "H" SIKA/HENKEL 14 P-3429 WSTP., 0.270 X.187, BACK FINSEAL ULTRAFAB 15 P-3539 #8 X 3/4" QUAD PHILIPS, TEK FASTENAL ZINC 16 P-3557 #10 x 2, HEXHEAD, TEK FASTENAL ZINC 17 P-3752 CAP PLUG, 1/2" HOLE M&M NYLON 18 P-3767 #10 X1' HEXWASHER HEAD, TEK FASTENAL ZINC 19 P-3789 LOCK & HANDLE KIT, PVC, SGD AMESBURY STEEL 20 P-3792 3/4" KEEPER AMESBURY SS 21 P-3793 MORTISE LOCK HS&D SS 22 P-4136 #10 x 2, PAN HEAD PHIL, SMS FASTENAL STEEL 23 S-1775 REINFORCEMENT, ALUM., PANEL KEYMARK ALUM 24 H-1993 REINFORCEMENT, ALUM., PANEL KEYMARK ALUM 25 P-4295 FDED PANEL CLIP KEYMARK ALUM 26 S-1597 COVER, FIXED PANEL CLIP KEYMARK ALUM 27 S-1930 PANEL TRACK, ALUMINUM, SGD, SILL KEYMARK ALUM 28 S-1726 REINFORCEMENT, ASTRAGAL, SGD KEYMARK ALUM 29 S-1737 HIGHRISE SILL, ALUMINUM KEYMARK ALUM 30 S-6037 GLAZING BEAD 1.00", SGD MIKRON PVC 31 S-6041 TRACK, SCREEN, SGD M IKRON PVC 32 S-6046 SUPPORT WELD, SGD M IKRON PVC 33 GLASS (SEE SHEET2) 34 H-6044 SCREEN CHANNEL MIKRON PVC 35 S-6045 SCREEEN ADAPTOR MIKRON PVC 36 P-4278 WSTP., 0.2" X1.25" DUST PLUG ULTRAFAB 37 S-1764 SILL THRESHOLD COVER (8900) KEYMARK ALUM 38 P-4366 WSTP., 1" X7.1" X0.7" DUST PLUG ULTRAFAB 39 P-3302 WSTP., 0.330" X0.187" BACK FIN ULTRAFAB 40 P-4479 WEEP HOLE COVER SULLIVAN PVC 3 3/8"—.1 51/16" oC= ooG-�. o0 PVC ASTRAGAL - 6043 r 5/8" REINF. - 1726 1/2' 3/4" - C 1/16" L PVC SCREEN ADAPTOR - 6045 • • ••• • • • ••• � •• •• • • • •• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • --- • • • 515/16' • ••• 1 7/8 •• r• w i • i I • • • PL-9 • onr iE • •• -0-1/8"• 11/•6& • • • • • • . PVC OUTER FRAME - 6042 REINF. - 1993 •• • • • •• • • •• • 1 7/8' �{ • • • • �•I 74" 4-y • • • I • I• • •• • • • • '1 !1 •• 3 9/16" 1 1 3 9/16" 1/8• PVC PNL INTERLOCK 6060 PVC PNL LOCKSTILE - 6059 PVC PNL INTERLOCK - 6033 2" r.-21/16" 2 5/8" 1 1 15/16' 1/8" 1/16" FRAME CONSTRUCTION FRAME CORNERS SCREWED TOGETHER 1:10 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 WS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT VENT CONSTRUCTION VENTS FULLY WELDED 1:10 0 N 0 w 2 w m PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP - 4295 FIXED PNL COVER - 1597 REINF. - 1775 211/16'� 1 3/8" 2 1/8" 1/16" 13/16" 1/16" ROLLER TRACK - 1930 SILL THRESH COVER -1764 PVC SCREEN CHANNEL - 6044 PVC TRACK FILLER - 6040 FIXED PNL SUPPORT - 1722 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. 11/16" HIGHRISE - 1737 2" PVC WELD SUPPORT - 6046 PVC GLAZING BEAD - 6037 PVC SCREEN TRACK - 6041 UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: z V) z 0 0 w Q LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DWG #: CWS-298 SCALE: 1:2 DATE: 06/03/08 REV.: B SHEET -4 OF 6" MAX (TYP) 8" MAX O.C. (TYP) —I 12 MAX O.C. I (TYP) • • ••• • • • ••• • • • • • • • • • • • • • • • • •• • • • . • • • • 000 • • • • • • • • • • • • • • • • • • 1 1 1 1 1• • • • • .P • 1 • • ••• 8" (TYP) 41(Mil •• • • 1 1 '.' Vol_ / ..' :.. ••• • • •• • • • • • • • 1 .• 1 ••• •• • • • 04141 • • 1 I • . • .. . • • • • 1 • • 1 • ••• •• 11111+ / \ / / 1 NOTES: 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'D 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. 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 BE PROTECTED TO PREVENT REACTION. 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 SPECIFIED IN TABLE 1, SHEET 6. 1 1 1 ANCHOR LAYOUT 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. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2" FOR MASONRY, 1" FOR WOOD AND METAL. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 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), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA300(EXTERIOR DOORS). WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT r N 0 N O 0 W O 2 W UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m 0 Z REVISIONS ,,,,,PNpRE, �1;1/ ,�JGQ`?.4�G E. N• . '� No 58201 "�11 fir' * :*� :9 t STATE OF :k/ • A . t1 '�44�tcS:•COR10t G\�� ZZ 4/3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: ADE DWG 8: CWS-298 SCALE: - 1:20 DATE: 06/03/08 REV.: B SHEET 50F6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT DO NOT COVER WEEP HOLES SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER TYPICAL HEAD ANCHORAGE 2 7/16' MIN. AA VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE • • ••• • • • ••• •• •• • • •• • •• •• • • • • ••• • • • • • • • MIN. EDGE DIST. SEE TABLE 1 • • • • • • ••• ••• •rINTEi�T(=R • •• • • • • • • • • • • .. •• • •• • • • •• • •• • •• • • • .• • MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM INTERIOR • • • • SEALANT BETWEEN SILL RISER AND FRAME BY INSTALLER MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 ••• • • • •• • • • • • • • •• • • • •• • • • • • • • •• • • PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTING ANCHOR IYI't qST. CONCRETE (2.0 KSI MIN.) 3/16" RW TAPCON 1" 3' , am85.14 A!IN1q � �—��„�,, 3/16" ELCO ULTRACON 1-3/4" — HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" MN TAPCON 1" 3" HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2XMIN. SOUTHERN PINE (G=0.55) 3/16" ITN TAPCON 1-3/8" 1" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 1" 16 GAUGE (0.060') MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR ITV/ TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIXED PANEL CLIP ANCHORS INTO: CONCRETE (2.0 KSI MIN.) OR HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" RW TAPCON 1" 3" FIXED PANEL CLIP ANCHORS INTO: CONCRETE (2.85 KSI MIN.) OR HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" SUBSTRATE BY OTHERS SEE TABLE 1 1/4" MAX SHIM HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE 12" — 17 7/8' - MAX O.C. FIXED PANEL CLIP CLIP ANCHORS MUST BE LOCATED A MINIMUM DISTANCE OF 3" AWAY FROM ANY MAIN FRAME - ANCHOR. INSTALLATION ANCHOR (TYP) 0 C FIXED PANEL CUP DETAIL NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE 1. MIN. EMBEDMENT SEE TABLE 1 2 7/16 MIN. MIN. EDGE DIST. SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 TWO ANCHORS PER FIXED CLIP THROUGH PRE -DRILLED HOLES 1/4" MAX SHIM 6 O HORIZONTAL SECTION FIXED PANEL ANCHORAGE FIXED PANEL MIN. EMBEDMENT SEE TABLE 1 FIXED PANEL EDGE DIST. SEE TABLE 1 Catlay tom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC ii 8900 PVC SLIDING GLASS DOOR - IMPACT Ul N O 0 I1) UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: CO O Z REVISIONS P 349REW12 ,T ,, 11 E N SF G,Q2��. No 58201 .'111 ET *' * ;*• cc STATE OF �I!+, •IyO� ORiOP' � ..SS....NA...G�, 4/3/2015 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 DRAWN BY: ADE DWG 6: CWS-298 DATE: 06/03/08 REV.: B SCALE: 1:2.67 SHEET 6OF6 PRODUCT APPROVAL NUMBER: FL #9520.2 • • • •• •. • • •... •••• • ••• • • •• • •••. ••• OPENING IDENTIFICATIO : • • . • • • •• •• • Between Openings 1/2 Between Openings 3/4 • ••• . • • 8/22/2016 Florida Building Code Online PLOOOA OOPARTMI:NT OF Business Professional Regulation dbdi r OFFICE OF.TME i SECRETARY BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications. FBC Staff I BUS Site Map I Links Product Approval USER: Public User Product Approval Meng > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer D 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 Address/Phone/Email Category Subcategory Compliance Method lay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc • •••• • • • • ••• •••• .• • • •• • • • • • • • • •••• • • •••• • • •• •• • • • • • • • • • • •• • • •,- • • • • • •• •••• • • • • • • • • ••• • • • •• • • • • • • • • � • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. 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 O Validation Checklist - Hardcopy Received Certificate of Independence FL9520 R6 COI EvalReo CWS-836A (3 in Mull. IMPl.odf 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 https://www.floridabuilding.org/pr/prapp_dtl.aspx?param=wGEVXQwtDgvlHvm uJRW cZ12gTuypub1 N2agRxz26Lpcp/pad 1/2 8/22/2016 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 02/16/2016 02/16/2016 02/17/2016 04/12/2016 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. Installation Instructions FL9520 R6 II CWS-836A (3 in Mull. IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R6 AE EvalReo CWS-836A (3 in Mull, IMP).odf Created by Independent Third Party: Yes ::) 4" Alum. Tube Mullion • 4" Alum. Tube Mullion, HarizoiitaL& Vertic'af,'Ffn & Flange••• applications. (IMPACT) •• • • •• •. • • • Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. • Installation Instructions • • • k FL9520 R6 II CWS-837A•r4•iMill, IMP).odf • • Verified By: Lucas A. Tu(•Iibt •Se 01 • • • • • Created by Independent Tiled party: Yeas •. •' Evaluation Reports . • FL9520 R6 AE EvaIReD Wi6-8)�7A (4 is aiut7IMP).Dd?•••• Created by Independent1hirBFarty: Yes•••• •••••• • • • • • • . • • • -•••ir 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mulliooi, Horzontal Verrica1, Hn 81,Flange. applications. (IMPACT) • • • • • • • • • Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. • Installation Instructions • • • FL9520 R6 II CWS-838A (5.5 in Mull, IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R6 AE EvalReo CWS-838A (5.5 in Mull. IMP).odf Created by Independent Third Party: Yes Back Contact U@ :: j601 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 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 dick here . Product Approval Accepts: eg et hick CreditCar•d 'Safe j SCCLIrit1'MIETItICti- https://www.floridabuilding.org/pr/pr_app dtLaspx?param=wGEVXQwdDqvIHvmuJRWcZ12qTuypub1N2aqRxz26Lpc%3d 2/2 .T URNER ENGINEERING & CONSULTING, INC. Product Description: PVC 4" Mullion H-1759 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 837A April 27, 2015 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5th Edition (2014) Florida Building Code including the High Velocity ' Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-837A, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3833-1B, -1C, -4, -4A, -5, -5A, -6, and -6A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E 1996-04/06/09, and AAMA 450-06 4) Supplemental Calcs. to support CWS-837A, signed and sealed by Lupas�A Turrr�p.E. •• •• • • •• Installation: Units must be installed according to approval document CW3'3A. • • • • • • Limitations of Use: This product: •••• .. • • • • • • • • • • • •• • May be used up to the sizes and design pressures as shown in CWS-83 f1 usin& dip. as shown in CWS-837A •• •• • • • • • .• • • • . • • • Is Large Missile Impact Resistant and does not require the use of shhitteis : • • • • • May be used in the High Velocity Hurricane Zone :• •• • •. . • May only be used with Custom Window System, Inc. windows, please see sepa t to : individual window unit approvals for applicable design pressures and for more detain. 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. ,60, ,,f 40REIV W err e No 58201 .:13 i i * : * : * = 4/27/2015 -° :E Lucas A. Turner, P.E. STATE OF FL PE #58201 1r0 'S,lpIVAs Lucas A. Turner 2015-04-27 ANCHOR CUP • • •• •• • • • • • • • • 4" PVC MULL BAR - LARGE MISSILE IMPACT SHOWN w/DIFFERENT OPTIONS .----7-#----7--- -- , i• � 6 0 7 (--6- 0 �� 0 II x Q _ II H� X II IF X 11 I1 4 ease I1 ANCHOR CLIP EXAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 DP CHARTS 2-3 BOM & EXTRUSIONS 4 EXTRUSIONS 5 SECTION VIEWS 6-7 CONFIGURATIONS & ANCHOR NOTES 8 INSTALLATION DETAILS 9-10 r • • • • ••• ANCHOR CLIP • • • • • •• •• ••• • • • ••• • • •• • •• •• • • • •• •• • • • • • ••• • • •• • •• • • •• • .�• • • • • • ••• GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING QOM (FBC), CURRENT EDITION INCLUDING THE HIGH • OEl�C URRIOIPINE ZONBP(HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL DIA71PA - g.SE.AS D FINF•VIN ASTM E 1996 PER THE FBC. • • • • • 2.CtRIFIG(RATION9 (6IE SHEETS 2-3): VERTICAL OR HORIZONTAL. 3. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH. (REFER TO SHEETS 2-3) •• • • • •• ••• •• • • • • • 4:AN,HQRA E: E 33.1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE • • • •DEiIG )F T13 PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD • • • •DURA7lONFPCTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. •• • • • • • ••• •• 5. PRODUCT APPROVED FOR IMPACT RESISTANCE. USE OF SHUTTER IS NOT REQUIRED. ANCHOR CLIP -, 0 ANCHOR CLIP 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. 7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. 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. 11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. 0 EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY Lucas A. Turner 2015-04-27 21:01-04:00 (ago WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT w 0 w >- m UPDATED PER 2014 FBC DESCRIPTION: O 0 z 0 cc ttttttt ,`,P'NG E wtttt '1G,,��i Sv• No 58201 :�1 * : * : !t :4C STATE OF : F A.L O R 10 p' Cj•�' 4/27/2015 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 DRAWN BY: ADE DATE: 09/27/012 DWG #: CWS-837 REV.: A SCALE: 1:25 SHEET 1 OF 10 • • ••• • • • ••• •• •• •• •• • •• •• • • • • • •• •• •• •• • • • • • • . • • • • • • • •• • • • • Design Pressure Chan. PSF, for Non-nersected Frpact PVC 4' AMSon H-1759, with 1522 clips using to (4) 610 screw s or masonry anchors per each end of ndlbn. dbe rote bfow *error fse• thespncct�rage M OPENING SIZE (In.) 39 45 51 57 63 69 75 3/8 81 87 93 99 107 3/8 114 120 126 132 138 145 3/8 MULL LENGTH (In.) 48 3/4 53 1/8 57 63 68 C 76-3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.1 120.0 120.0 120.0 119.6 108.8 101.4 120.0 120.0 120.0 110.3 100.0 93.1 120.0 120.0 117.9 102.9 93.1 86.5 120.0 120.0 111.7 97.1 87.5 81.1 118.6 70.0 105.2 70.0 95.0 70.0 87.1 70.0 80.7 70.0 75.6 70.0 120.0 118.6 106.5 92.1 82.7 C. 71.1 120.0 115.1 102.9 88.5 79.2 120.0 112.3 99.9 85.4 76.2 70.1 120.0 110.3 97.6 82.9 73.6 67.6 120.0 109.1 96.0 80.9 71.6 65.5 120.0 108.6 94.6 78.9 69.3 63.2 14.0 •08.8 •34., :77.1 68.1 61.8 W0.0 • 1046 • 9493 e 71'4 • 4616.2 60.8 1•2,,0,�.0 B. 94.3• 77!2 120.0 120.0 jdbi 4 ' • 9 •70.S 70.0 120.0 109. 70 0' J0.0 60.0 66.9 .5 12 • 156.3 66.5 67.9 64.9 60.5 62.5 58.1 60.4 56.0 58.1 53.7 56.6 52.2 55.5 51.1 54.7 50.1 54.0 84 88 92 96 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.1 65.8 70.0 67.3 63.8 60.6 66.5 62.8 59.4 56.4 62.4 58.8 55.6 52.7 59.3 55.8 52.7 49.9 56.6 53.2 50.1 47.4 54.2 50.9 47.9 45.3 DP CHART IS FOR: NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): 1522 CLIPS • • Or r- ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 52.2 48.9 46.0 43.4 49.9 46.7 43.8 41.3 48.4 • 45., • 4•.3 • • • •• • • • • • • • • • a • • •• • • • • • • • • •• • • " i 4"• •�•. • •. • • • • •• • Design Pressure Chart, PSF, forNon-Intersected hpact P/C4• Mreon 11-1759, w dh 1767 clips using sty (6) 810 screws or masonry anchors per each end of nulion. See note below chart for lurthor anchorage nlornradon. OPENING SIZE (in.) 39 45 51 57 63 69 75 3/8 81 87 93 99 107 3/8 114 120 126 132 138 145 3/8 MULL LENGTH (In.) 48 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 53 1/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 63 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.9 120.0 113.4 120.0 109.6 120.0 106.5 117.5 103.2 116.0 101.3 115.2 1 00. 0 114.9 70.0 70.0 70.0 70.0 70.0 70.0 70.0 72 120.0 120.0 120.0 120.0 120.0 120.0 113.9 108.8 104.3 100.6 97.5 94.1 70.0 70.0 70.0 70.0 70.0 76 120.0 120.0 120.0 120.0 120.0 112.5 105.9 101.0 96.7 93.0 89.9 86.4 70.0 70.0 70.0 70.0 80 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 84 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 88 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.5 67.3 92 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.5 65.2 96 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 65.3 62.2 58.5 DP CHART IS FOR: NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): 1767 CLIPS - (6) #10 SCREWS INTO WOOD or METAL - (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK Design Pressure Chart, PSF, for Non.htersected kpact P/C 4' I4 ,hon 1+1759, w/1767 ors using sou (6) 912 screws or 1/4' Bco Utracons per each end of rrulion. See note below chart for further anchorage information. OPENING SIZE (in.) 39 45 51 57 63 69 75 3/8 81 87 93 .99 107 3/8 114 120 126 132 138 145 3/8 MULL LENGTH (In.) 48 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 53 1/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 70.0 70.0 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 70.0 70.0 70.0 70.0 72 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.7 112.6 70.0 70.0 70.0 70.0 70.0 76 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.7 111.3 107.6 103.5 70.0 70.0 70.0 70.0 80 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 84 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 88 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 92 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.2 96 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 65.3 62.2 58.5 DP CHART IS FOR: NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): 1767 CLIPS - (6) #12 SCREWS INTO WOOD or METAL -_(6) 1/4" ELCO ULTRACONS INTO SOLID CONCRETE or WOOD TININ VERTICAL MULLION OPENING SIZE TRIPLE VERTICAL MULLION LLI OPENING SIZE1-- TRANSOM OVER TWIN VERTICAL MULLJON OPENING SIZE TRANSOM OVER TRIPLE VERTICAL IAULLION -J -J TWN HORIZONTAL MULUON MULL LENGTH --I TRIPLE HORIZONTAL MULLION TWIWTRIPLE HORIZONTAL MULLION OPENING SIZE Cgaftgin re WINDOW SYSTEMS 1900 SW 44TH AVE. 4" PVC MULL BAR IMPACT di co UPDATED PER 2014 FBC DESCRIPTION: MULL LENGTH NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED SCALE: TO THE SUBSTRATE AND OTHER MULL BARS. - 1:1 Ci REVISIONS e t .%tsl : .1 ::i. 818 . IRi . lilt: .1.: 44 ,i ,,,, 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: DP CHARTS NON -INTERSECTED MULLS DRAWN 8Y: DATE: ADE CWS-837 09/27/012 REV.: A SHEET • • ••• • . • ••• .• •. • • •• • •• •• • • • • • • •• • •• • • . • • • • • .•. . . •• • • •• •• • • • • Design Pressure Chart, PSF, for htersected react PVC 4- Miton H 1759, w/1522 Am usrg tour (4) 610 screws or rresonry anchors per each end of nuton. See rote belovreWElf&Turther anabordte Worm/Ion. • • • OPENING SIZE (In.) 39 45 51 57 63 69 75 3/8 81 87 93 99 1103/8 114 120 126 132 138 145 3/8 MULL LENGTH (in. 37 42 3/4 48 3/4 53 1/8 57 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.6 120.0 120.0 120.0 120.0 120.0 108.1 120.0 120.0 120.0 120.0 111.2 99.3 120.0 120.0 120.0 111.1 102.8 91.8 120.0 120.0 112.9 102.7 95.0 85.0 120.0 120.0 105.8 96.3 89.1 79.7 120.0 114.3 99.1 90.3 83.6 74.8 120.0 107.4 93.3 85.0 78.7 70.5 118.3 101.3 88.0 80.3 74.3 66.6 106.6 91.6 79.6 72.6 67.3 60.4 100.4 1138.9 •70.` 130.3 58.6 08.5 • 816 • 6 1'1 • 62.3 56.0 94.1) 80.8• 70.4• N"•L 69.5. 53.5 •f/-a • 67.. � 9•b 61..0 51.2 86.2 74.; 64.G 59.0 82.0 82.0 7Q� 61,4 66.2 68 120.0 120.0 108.4 98.9 90.9 84.2 78.0 73.2 68.7 64.8 61.3 55.5 53.9 51.5 72 120.0 1121 101.4 92.5 85.1 78.8 73.1 68.6 64.5 60.8 57.5 52.2 50.7 75 3/8 119.7 106.2 95.9 87.7 80.7 74.8 69.4 65.2 61.3 57.8 54.7 49.6 • • • • • .. • In .• DP CHART IS FOR: INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): 1522CLIPS •• • • • • • ••• •• - (4) #10 SCREWS INTO WOOD or METAL - (4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK • • • i. • �1 • • • • • • • • Design Pressure Chart, PSF, for taersected trpact PVC 4^ Minn H-1759, with 1767 dips usng six (6) #10 screws or masonry anchors per each end of mullion. See note below chart for further anchorage hlornetlon. OPENING SIZE (In.) 39 45 51 57 63 69 75 3/8 81 87 93 99 110 3/8 114 120 126 132 138 145 3/8 MULL LENGTH (In. 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 110.3 105.0 48 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.5 114.9 109.6 104.7 100.3 96.1 91.5 53 1/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.5 108.1 104.9 100.0 95.5 91.5 87.8 83.6 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.1 110.7 100.2 97.2 92.7 88.6 84.8 81.4 77.6 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.7 111.4 105.0 99.2 89.9 87.3 83.3 79.6 76.2 68 120.0 120.0 120.0 120.0 120.0 120.0 116.1 109.0 102.3 96.5 91.2 82.7 80.3 78.6 72 120.0 120.0 120.0 120.0 120.0 117.3 108.8 102.2 96.0 90.5 85.6 77.7 75.4 75 3/8 120.0 120.0 120.0 120.0 120.0 111.3 103.3 97.0 91.2 86.0 81.4 73.9 DP CHART ISFOR: INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): 1767 CLIPS - (6) #10 SCREWS INTO WOOD or METAL - (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK Desig Pressure Owl, PSF, for Intersected Impact PJC4^ Milton H.1759, w th 1767 clops using six (6) #12 screws or 1/4' Boo Uracans per each end of ninon. See note below chart for 1urth a anchorage Information. OPENING SIZE (In.) 39 45 51 57 63 69 75 3/8 81 87 93 99 110 3/8 114 120 126 132 138 145 3/8 MULL LENGTH (In. 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 109.5 53 1/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 114.3 109.5 105.1 100.1 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.4 111.0 106.0 101.6 97.4 92.8 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.8 107.6 104.5 99.7 95.3 91.2 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.5 109.2 99.0 96.1 91.7 72 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.0 108.3 1025 93.0 90.3 75 3/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.2 109.2 103.0 97.4 DP CHART IS FOR: INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): 1767 CLIPS - (6) #12 SCREWS INTO WOOD or METAL - (6) 1/4" ELCO ULTRACONS INTO SOLID CONCRETE or WOOD VERTICAL MULLION OPENING SIZE HORIZONTAL MULLION CO TWIN OR UNITS MULL LENGTH -I NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. WINDOW SYSTEMS 1900 SW 4.4TH AVE. 4" PVC MULL BAR IMPACT EMK 104/24/15 BY: I DATE: UPDATED PER 2014 FBC DESCRIPTION: Ci REVISIONS ....., .%%*%:P:I.N14404131.451.E.812.14/110;11?::: A 7. 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: DP CHARTS INTERSECTED MULLS DRAWN BY: ADE CWS-837 SCALE: 1:1 DATE: 09/27/012 REV.: A SHEET ITEM PART # DESCRIPTION 1 H-1759 MULL, 1 3/8" x 4", FLAT, PVC 2 S-1895 DRIP ADAPTER 3 S-1896 FLANGE ADAPTER 4 S-6018 MULL COVER 5 F-1522-014 RETRO FR MULL ANCHOR CLIP 6 F-1522-027 RETRO FIT MULL ANCHOR CLIP 7 F-1767-002 L-ANGLE 4" MULL CLIP, STANDARD 8 F-1767-005L L-ANGLE 4" MULL CLIP, FIN, LEFT 9 F-1767-005R L-ANGLE 4" MULL CLIP, FIN, RIGHT 10 F-1767-007L L-ANGLE 4" MULL CLIP, RETRO FLANGE, LEFT 11 F-1767-007R L-ANGLE 4" MULL CLIP, RETRO FLANGE, RIGHT 12 #10 x 1 1/2", PANHEAD PHILIPS 21NC 13 #10 FLAT WASHER 14 CAULK 15 #10 OR #12 HEX WASHER HEAD TEK SCREW "(see note below) 16 S-1898 4" HORIZ MULLION CLIP, PVC 17 P-5132 MULLBAR CAP 18 #10 HEX WASHER HEAD TEK SCREW 19 #10 FH TEK SCREW • USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 11/16" 1/2" DRIP ADAPTER S-1895 1/2"-1 T r11/4"� 1/16 FLANGE ADAPTER S-1896 7/16" f-1 13/16" --I 1/16" PVC MULL COVER-6018 TYP FIN FRAME 13/16- L TOP VIEW 1 1/16" LI 3 1/2" 4" HORIZ. MULLION CLIP S-1898 4" MULLBAR H-1759 DETAIL A 4:1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • •• •• • • • •• • • •• ••• •• • • • • •• •• • •• • • • • •.• • . • • • • • • • • • • • • • • • • • • • • • a • •• • • • • • • • • • • •• • • • • • •• • • • •• • • •• FR%1M� IilibE • • ••• • OPENING NEW RETRO NEW "T" MULLBAR CLIP (F-1522-XXX) NOT REC M DED F-1522-014 F-1522-027 "L" MULLBAR CLIP (F-1767-XXX) F-1767-002 F-1767-007(L&R) or F-1767-002 F-1767-005(L&R) RETRO F-1522-027 F-1767-005(L&R) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC BOX ••• •• NEW NOT RECOMMENDED F-1767-002 RETRO F-1522-014 F-1767-007(L&R) or F-1767-002 • • • • • • • • • • • • • •• 1 7/16" (TYP.) 9/32" (TYP-) • -9132" (TYP.) 4 1/8" 4 3/4" A—l2") 11 15/16"i 3 7/8° SCORE, BEND, AND BREAK TO REMOVE FIN 2 3/16" 4 7/8 1 9/16" (TYP.) rD 1/4" THRU (TYP.) 'OUTSIDE' 1/8" • RETRO CLIP (4") F-1522-027 1 11/16" (TYP.) 3 7/8" 113/16 (TYP.) 11 7/8") a 1L4 THRU (TYP.) — 7/16" THRU (TYP.) OUTSIDE —12 1/4 I—•- 7/16" (TYP.) 1 5/16" .(TYP.) RETRO CLIP (4") F-1522-014 4" PVC MULL BAR IMPACT a w 0 w w Y m UPDATED PER 2014 FBC DESCRIPTION: O Z REVISIONS .`,%,,P' . E NW ,�LQ -4 • No 58201 .131 *; * * SlOSTATE OF 4� �sFt 0 •1(� P �\:�` 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DWG #: CWS-837 SCALE: 1:2 DATE: 09/27/012 REV.: A SHEET 4 OF10 10 7/16" (TYP) I I-- 1/4" (TYP) li 1 5/8" 3/8" 3 7/8' -1/2" 2 3/4" 5' OUTSIDE "L' ANGLE 4" MULL CLIP, RETRO FLG (LEFT) F-1767-007L • • •• •• •• • • • • • • • • • • • • • • OOOO • • •• • • • • I •• "L" ANGLE 4" MULL CLIP, RETRO FLG (RIGHT) F-1767-007R 1/8" 6 7/8" 7/16" (TYP) 1 4' (TYP) 3/8" 1 5/8" 1/2" 2 3/4" 5" 4 1/4' 'OUTSIDE' "L" ANGLE 4' MULL CLIP, FIN (LEFT) F-1767-005L (WOOD CONSTRUCTION ONLY) (2 3/4"1 J 'OUTSIDE' 5' 1/2" —r-! 2 3/4' -- "L" ANGLE 4' MULL CUP, FIN (RIGHT) F-1767-00513 (WOOD CONSTRUCTION ONLY) • ••• • • • • • • • ••• • • • ••• • • • • ••• •• •• • •• • • • • • • • • • • • • • • • • • s • • • • • • •••• • •• • • • •• •I • • •• ( FRAME TYPE OPENING "T" MULLBAR CLIP (F-1522-XXX) "L" MULLBAR CLIP (F-1767-XXX) FIr1NGG • • •• • • • • NEW NOT RECOMMENDED F-1767-002 RETRO F-1522-014 F-1767-007(L&R) or F-1767-002 • • ..1N• • NEW F-1522-027 F-1767-005(L&R) RETRO F-1522-027 F-1767-005(L&R) cK14JJ(1�®%, l WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC BOX ••• •• • • NEW NOT RECOMMENDED F-1767-002 RETRO F-1522-014 F-1767-007(L&R) or F-1767-002 • • • • • • • ••• •• 3 7/8" 'OUTSIDE' • • 7/16" (TYP.) (2 7/8"l 1/4' (TYP.) 9/16" (TYP.) 1 9/16" 3/8" }(2X) 2 7/16' (2X) 2 7/16" 1/2" (2)() "L" ANGLE 4' MULL CUP, STANDARD - F-1767-002 4" PVC MULL BAR IMPACT N O w 0 LU W o3 O] UPDATED PER 2014 FBC DESCRIPTION: O z 0) z 0 W cc 4/27/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: EXTRUSIONS DRAWN BY: ADE DWG #: CWS-837 SCALE: 1:2 DATE: 09/27/012 REV.: A SHEET 5 OF 10 • • ••• • •• •• • • • • • • • • •• •• •• • • • • • • • SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW (SEE DETAIL B) 0BA HORIZONTAL MULL BAR SECTION FLANGE FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW (SEE DETAIL A) VERTICAL MULL BAR SECTIQN FLANGE FRAME WINDOW • • • • • • • FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW • ••• • •• • • • •• • • • • • • • • • • • • • • • • • •• ® (SEE DETAIL B) cpBA HORIZONTAL MULL BAR SECTION FIN FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW (SEE DETAIL A) FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL B VERTICAL MULL BAR SECTION s FIN FRAME WINDOW 'ID •• • • • • ••• i • • • • I APPLY SEALANT ALONG FULL •I• LENGTH OF WINDOW FRAME • GROOVE PRIOR TO ATTACHING • • COVER A VERTICAL/HORIZONTAL MULL BAR SECTION 6 BOX FRAME WINDOW APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP ADAPTOR DETAIL A APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING FLANGE ADAPTOR WINDOW SYSTEMS J,I !"/, ( I�I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT w 0 w w - UPDATED PER 2014 FBC DESCRIPTION O 0) z 0 w 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: SECTION VIEWS MULLS DRAWN BY: ADE DWG N: CWS-837 DATE: 09/27/012 REV.: A SCALE: 1:2 SHEET 6 OF 10 • • • • • • • • • •• •• • • • •• •• • • • • • •• •• •• •• • • • •• •• • • • • • • �L1 , (JS, . ...• . . . . • J • • • • • • :.: LI 0 •••• • • • •• • • • • • `,bir'T C II{li l,i I1. •• • • • •• • III' _ If' _ — • • • • • • • •• • • • • • • • • • • • •. ••• • 3" HORZ MULLION CUP (SEE NOTE 1) SEE NOTES 1 & 2 (1 EAJCLIP) A 1Q TOP VIEW FIN FRAME 11/16" MAX EDGE DIST. 3" MULLBAR (H-1758) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) SEE NOTE 4 07C 4" HORIZ. TO 3" VERT. MULLBAR SECTION FLANGE FRAME WINDOW SEE NOTES 1 & 2 (2 EA./CLIP) 11/16" MAX EDGE DIST. SEE NOTE 1 SEE NOTE 4 4" HORIZ TO 4" VERT. MULLBAR SECTION LANAME WINDOW SECTION VIEW A -A SEE NOTES 1 & 2 (2 EAJCLIP) 5" MULLBAR (H-1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) Z 11/16" MAX EDGE DIST. t' 07 C 5" HORIZ TO 4" VERT. MULLBAR SECTION :.FLANGE FRAME WINDOW NOTES: 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 18, AS SHOWN ABOVE. 2. PRE -DRILLED HOLES (THRU HN CLIPS 5117 OR 5118), BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CUP EDGE DISTANCE OF 9/32" AND A MINIMUM CENTER TO CENTER SPACING OF 1/2". 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (Le., HORIZONTAL OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CUP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT Q 0 uJ w UPDATED PER 2014 FBC DESCRIPTION: Ci 2 co z 0 F w cc 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: SECTION VIEWS MULL INTERSECTIONS DRAWN BY: ADE DATE: 09/27/012 DWG #: CWS-837 REV.: A SCALE: — 1:2 SHEET 7 OF10 w m 0 0 0 L NOTES: TWIN VERTICAL MULLION TRIPLE VERTICAL MULLION MULL LENGTH L I II I-- OPENING SIZE -I ---I OPENING SIZE 1-- TWIN HORIZONTAL MULLION MULL LENGTH m 2 w 0 I-- MULL LENGTH TRIPLE HORIZONTAL MULLION r OPENING SIZE L • • ••• • •• •• • • • • • • • • •• •• •• • • •• • • • • I. • • TWIN/TRIPLE HORIZONTAL MULLION • • ••• •• •• • • • • • •• • • •• • • • • • • • • • • • • • • • OPENING SIZE --I MULL LENGTH • 0 w' leANVAIJOVER TRIPLE • • VERTIC4IL MULLION • • • • • • • • • • • • • • • • • • • OPENING SIZE TWIN/TRIPLE VERTICAL MULLION L OPENING SIZE —.1 NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S)ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. HORIZONTAL MULLION OPENING SIZE -+{ L SINGLE' TWIN OR I TRIPLE UNITS BELOW I-. MULL LENGTH 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 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. 2. MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9. 3. ALL MULL CLIP 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 BE PROTECTED TO PREVENT REACTION. 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 MINIMUM SPECIFIED IN TABLE 1, SHEET 9. 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 ARE OPTIONAL. 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. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 8. 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),.FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) lC(lQiztote WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 4" PVC MULL BAR IMPACT N 0 0 w 0 O w w UPDATED PER 2014 FBC DESCRIPTION: 0 z REVISIONS e,„.,P'NGENW#�G,,•-, No 58201 ' 13 r. _*: * Lyt_ ii •a'. :Mt C 9 STATE OF tub ��4�� ~ ........... F,� 2- 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: CONFIGURATIONS AND ANCHORAGE NOTES DRAWN BY: ADE DWG #: CWS-837 DATE: 09/27/012 REV.: A SCALE: 1:1 SHEET 8 OF 10 SEALANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 • • ••• • • • ••• •• •• • • • •• •• • • • • •• • •• • • • • • • • • 4000 • • • • •• •• • • • • • ••• • • • • ••• INSTALL ANCHORS THRU ANY THREE OF THE FIVE HOLES SHOWN ON EACH SIDE OF MULL BAR. • ® •••q • • • • n-= RETRO FIT MULL BAR CLIP MULL BAR • • • • • • • • • • 01 • • • • • e • • • • 1 • •e• •`J• •�• •• • • - • .. • •TOP / W MULL CUP 1767-tl02 AN C�OFIREaUIRESIE T• •• • • • • • • • • •• INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REQ'D TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 VERTICAL SECTION TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION SEALANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TABLE 1: APPROVFr Mu 1 r1 IPISLSTAI I ATION FASIFNERS rSYCB#IERETPPE ANCHOR TYPE MIN. EMBEDM _ __, CONCRETE (2.0 KSI MIN.) 3/16" I1W TAPCON 1" 3" ZION61arolEr2 Rc Ir. I MIN.) 3/16" ELCO ULTRACON i 3/4" HOLLOW or GROUT -FILLED CMU (ASTM C-90 or 1767 CLIP INTO SOLID CONCRETE (2.85 KSI MIN.) 1/4" ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 3/16" I1W TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8' 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR flW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-75 MIN.) OR 1/8" STEEL (33 KSI MIN.) - _ #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" • • • lr ../ OVERTICAL SECTION 9 "L" ANGLE MULL BAR CLIP TWO REQ'D PER EACH END OF MULL MULL BAR INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REM) TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION NOTES: 1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. 2. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. 3. RECESS RETRO MULLION CLIP 3/8" MAX FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 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. 5. SEAT MULLION TIGHT TO MULL CLIP. 6. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT ;Fr- 2 W UPDATED PER 2014 FBC DESCRIPTION: 0 Z REVISIONS 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS FLANGE DATE: 09/27/012 REV.: A SHEET 9 OF 10 DRAWN BY: ADE DWG e: CWS-837 SCALE: - 1:2 SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • •• •• •• • • • •• • • •• •••• • • •• • ••� • • • •• • • • • ••• • • • • ••• • • • • • ••• • • • • • • • • • • • OOOOO • • • • • • • • •• • • • • • • • • • • • • • 1 •• ••• • ••• • • •• • • • •• ••• •• • • • • • . • • •• • • • • • ••• •• "L"ANGLE MULL BAR CUP TWO REQ'D PER EACH END OF MULL RETRO FIT MULL BAR CLIP INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN. EMBEDMENT SEE TABLE 1, SHT 9 MIN. EDGE DIST. VERTICAL SECTION SEE TABLE 1, SHT 9 TYPICAL FIN ("L" ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 NOTES: MULL BAR INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN. EMBEDMENT SEE TABLE 1, SHT 9 MIN. EDGE DIST. VERTICAL SECTION SEE TABLE 1, SHT 9 TYPICAL FIN (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. 2. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 3. FOUR (4) ANCHORS REQUIRED PER T" MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER 'I" MULL CLIP, SEE SHEETS 2-3. 4. SEAT MULLION TIGHT TO MULL CLIP. 5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. Cogan WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT 0 I -I O 2 W } f!) UPDATED PER 2014 FBC DESCRIPTION: O 2 REVISIONS 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: INSTALLATION DETAILS FIN DATE: 09/27/012 DRAWN BY: ADE DWG it: CWS-837 SCALE: 1:2 REV.: A SHEET 10 OF 10