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WS-16-31791 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -11-16-3179 Permit Type: Windows/Shutters Permit ork Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 11/30/2016 Expiration: 05/29/2017 Parcel Number Applicant 74 NE 110 Street Miami Shores, FL 1121360040380 Block: Lot: CRAIG ARMBRISTER Owner Information Address Phone Cell CRAIG ARMBRISTER 74 NE 110 ST (786)218-0308 Contractor(s) FLORIDA HOME IMPROVEMENT Phone (954)792-4415 CeII Phone Valuation: Total Sq Feet: $ 19,528.00 0 Type of Work: REPLACE 12 IMPACT WINDOWS SIZE FOR No of Openings: 12 Additional Info: REPLACE 12 IMPACT WINDOWS SIZE FOR Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $12.00 $3.30 $3.30 $4.00 $220.00 $9.00 $16.00 Total: $267.60 • Pay Date Pay Type Invoice # WS -11-16-62134 11/21/2016 Check #: 32019 11/30/2016 Check #: 30613 Amt Paid Amt Due $ 50.00 $ 217.60 $ 217.60 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuan pertaining thereto and in strict accepting this permit I required for ELECTRI e to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations onformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In e responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are MBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT construction a egoing information is accurate and that all work will be done in compliance with all applicable laws regulating e the above-named contractor to do the work stated. Authorized S '• nature: Owner / Applicant / Building Department Copy Contractor / Agent November 30, 2016 ate November 30, 2016 1 \rde\\° Building Department 1 / , 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 v Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Miami Shores Village BUILDING PERMIT APPLICATION 5 FBC 201'-{ Master Permit No. wS Ka- - 3i Sub Permit No. •BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION 0RENEWAL El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:Ti i_) I i O �T City: Folio/Parcel#: Miami Shores County: Miami Dade Zip: 331(01 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: 3-1-66-91 305 - 2'1(6OWNER: Name (Fee Simple Titleholder): Cxc 1 Q1 Arm b(i & -€-I/ Phone#: Address: .11/44 ,J U City: ( LLD Tenant/Lessee Name: N/A Email: N/A State: t -t— Zip: i (Cc f 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: FL Zip: 33312 Phone#: 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: $ 1 SZ� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ■❑ Repair/Replace ❑ Demolition Description of Work: REPLACE 12 =mpc�c.T W\ DS 71b 2- f5( 5' �,p Specify color of color thru tile: Submittal Fee $ AZZI - a) Permit Fee $ 220 - (3 CCF $ (02 • Q CO/CC $ Scanning Fee $ <1 - is Radon Fee $ 3 - SG DBPR $ -3 '.3 Notary $ / Technology Fee $ < ( -3 Training/Education Fee $ LI • 00 Double Fee $ / Structural Reviews $ Bond $ %) TOTAL FEE NOW DUE $ 2 I • 60 (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a 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 OWNER or AGENT The foregoing instrument was acknowledged before me this ti O day of 41-.0 (A, CA et Ar►nbil4,1-e/ , who is personally known to ,20 1SO by me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ANTONIO HERNANDEZ * MY COMMISSION # FF 164915 `� EXPIRES: October 1, 2018 4 ,„.. volz P '; Thr Re'” Nrtary c ^rq APPROVED BY (Revised02/24/2014) f)201. - as CONTRACTOR The foregoing instrument was acknowledged before me this re) day of )c f ,20 (/(. ,by , who is personally known to me or who has produced as identification and who did ake an o: t NOTARY PUBLIC i i / i. 4 I"• w Sign: Print: Seal: Plans Examiner Structural Review 1> 4F 22 3c CO • ' �i �C 3TC rF OY �6!ttdty:;i:N°`Z 'ning Clerk Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/report/summary OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Year Folio: 2015 11-2136-004-0380 Property Address: $199,874 74 NE 110 ST Miami Shores, FL 33161-7044 Owner `6 CRAIG ARMBRISTER &W MONIQUE Mailing Address $121,633 • 74 NE 110 ST MIAMI SHORES, FL 33161-7044 Primary Zone $1,172 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use $326,243 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half Assessed Value 3 /2/0 Floors $196,820 1 Living Units $50,000 1 Actual Area $148,394 1,982 Sq.Ft Living Area Exemption Value 1,622 Sq.Ft Adjusted Area $50,000 1,794 Sq.Ft Lot Size $148,394 9,300 Sq.Ft Year Built 1949 Assessment Information Year 2016 2015 2014 Land Value $199,874 $164,822 $155,872 Building Value $124,862 $124,862 $121,633 XF Value $1,507 $1,172 $1,188 Market Value $326,243 $290,856 $278,693 Assessed Value $199,782 $198,394 $196,820 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $126,461 $92,462 $81,873 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 COLLEGE HEIGHTS PB 42-8 LOT 7 BLK 2 LOT SIZE 75.000 X 124 OR 19968-1409 09 2001 1 Generated On : 11/9/2016 Taxable Value Information I Previous Sale 2016 2015 2014 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $149,782 $148,394 $146,820 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $174,782 $173,394 $171,820 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $149,782 $148,394 $146,820 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $149,782 $148,394 $146,820 Sales Information Previous Sale Price OR Book -Page Qualification Description 09/01/2001 $225,000 19968-1409 Sales which are qualified 08/01/1995 $106,500 16908-4221 Sales which are qualified 06/01/1994 $0 16418-3094 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Mami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: P :=q h • (GCp - GCp i) V (mph) 175 1620 FBC for UVHZ, or Fig. 26.5-1a Risk Category 11 Table 1.5-1, page 2 Exposure C Section 26.7 ICA 0.55 Table 26.6-1, page 250 Kzt 1 Figure 26.8-1, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.O degrees theta 14.0 degas • •• • • • Specialty Engineering Consultants, Inc. 1598 SW 30 Avenue, Suite #20 Boynton Beach, FL 334326 FL. CA # 008217 Wind Velocites in South Flonde Charts provide wind pressures based on the mean roof height. And shall not exceed 60'-0'. Dade Broward Palm Beach User shall determine the mean roof height, ( Eave height + Roof Peaky2. Risk Cat. 1 165 • 156 156 Low risk to humans (farms, shads) Risk Cat. 2 175 170 170 Single Family Residences Risk Cat. 3&4 186 180 180 Essential Facilities 1 Charts provide wind pressures based on the mean roof height. And shall not exceed 60'-0'. 2 Design pressures are for an enclosed builinding (shutters or other impact resistance protection required). 3 User shall determine the mean roof height, ( Eave height + Roof Peaky2. 4 End zone distance • the lessor of 10% of length, 10% of width, or 40% of the mean roof height and not less then 3'-0" 5 If 50% of a component • in a particular zone then that component as considered to be in zone with the majority of the area. If questionable then place in Zone 5 6 Each component, window, door, mullion has a tributary area that is area to be used. Area of components to rounded down but shall not be less than 10 sf. 7 For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18. 8 Wind pressures are based on Allowable stress design. 9 Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') 10 Charts and values lasted herein are only valid when signed, dated, and sealed by Gary McDougle, PE #56214 or Mark LeBlanc, PE #35683 or Adam D. LeBlanc, PE#77012 11 Wind design pressures are ulculated in accordance with ASCE 7-10, Method 2 12 No reduction is taken for slopes less than 10 degrees. Mean •uf Height. Ar. ofcomponijt • lgea of component Arca of component Arta of component Arca of component Arm of component Arca of component Arca of component Arca of component Arca of component Arca of component • 100sf • • 15.O sf 2O0 sf 25.0 sf 30.0 sf 35.0sf 40.0 sf 45.0 sf 50.0 sf 55.0 sf 60.O sf a • .nt 4 Zmkt 5 Zc*e 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 Zon one 5 Zone 4 Zone 5 • 40.1 441• • •33.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 -35.4 3 . 35.0 35.0 15 -43.4 -53.6 -42.2 -51.3 -41.8 -50.6 -414 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 0 2 .. -4.5 • • •�t• • • •A.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 . 16 • -440 -5t.6 • • •-41i.8 -52.0 -42.4 -51.3 -42.0 -50.5 -41.6 -49.7 -41.1 -48.9 -40.7 -48.2 -40.3 -47.4 -39.9 -46.6 - -45.8 - • lis • 4141 •-446 41.1• • -54.1 • •39.8 -63.4 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 6. 9 • t1% 41.6a • • •40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 "36:Qi' - `• 30 3 18 a -45.1 -56.1 • • •-43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 -40.9 -47.8 4x494 -40.1 4.2 42.1 42.1 • • 40.8 • • 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6°j`.u- 37.i'..._14.1.......TP -114.7 •6.7 1 14 • • • 4:7 -56.4 44.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -51.5 -42.7 -50.7 -42.2 -49.9 -41.8 -49.1 -41.4 -48.3 -41. 14-r -40.5 141.7 • 426 41".6 • •41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 .6 37.1 33.1 20 -4(42 -5i.4 • -4j1.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 -41.8 -48.9 41.4+ -4831 147.2 • • • g311 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 �8.o• 3S 3 It,' ' 7.5 21 • -4:6 -57.6 -45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 -49.4 -41.$•^•-� 5 -41.4 4'`'^-e47.7 434 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 3 .4 37.9 37.9 22 -47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 -49.9 -42.2 -49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 -46.2 -56.2 -45.8 -55.3 -45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 -42.6 -49.5 -42.2 -48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 -49.9 -42.6 -49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 -59.7 -47.0 -57.2 -46.6 -56.3 -46.1 -55.5 -45.7 -54.6 -45.2 -53.8 -44.7 -52.9 -44.3 -52.1 -43.8 -51.2 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 -48.8 -60.2 -47.4 -57.6 -47.0 -56.8 -46.5 -55.9 -46.0 -55.1 -45.6 -54.2 -45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 -43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43 6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 ``4.t% 3 O'3AAj�9"^'��t /11)9.9 28 -49.5 -61.2 -48.2 -58.5 -47.7 -57.7 -47.2 -56.8 -46.8 -55.9 -46.3 -55.1 -45.8 -54.2 -45.4 -53.3 -44.9 -52.4 -44.4 .6 �Ol4AI / -56At, 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 `%��-3 40.�%• �4�.7 , •C4Q.2 • • if 29 -49.9 -61.6 -48.5 -59.0 -48.0 -58.1 -47.6 -57.2 -47.1 -56.3 -46.6 -55.5 -46.2 -54.6 -45.7 -53.7 -45.2 -52.8 -.4A4,8 .y'� ;52`0_‘G 54N p = 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 41.n94/ • 40.9" 40 40.5. 30 -50.3 -62.1 -48.9 -59.4 -48.4 -58.5 -47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 �STf J • -52N - 4-6n • 2•51.4% • * • ro% • MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 14 �: l is sr ]Miami Shores FL, (Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL16736.2 +60.0 -60.0 +40.1 -43.4 110 x 62 NO NO YES 2 4, FL16736.1 1, 4, 4, -53.6 731/8 x 491/2 •l, 4, ,(, 3 J• 4, 4, J• 4, 4, 36 x 491/2 4, 4, ,(, 4 4, FL16177.1 +70.0 -70.0 4, -43.4 36 x 25 4, 4, 4, :..5..: ."". •••.., • • 9'•6 4. 4, 4, 4, 4, 357/8x37 4, 4, 4, • . 09600 .� .: •.y . . • . • . FL16736.2 +60.0 -60.0 4, 4, 1101/4 x 61 3/4 4, 1, 4, • • & • _ _ 4,: • • ' :: • FL6890.1 +67.5 -67.5 4, -53.6 36 x 49 3/4 4, 4, 4, :. � • : • 0 ' �J • "" • FL16736.1 +60.0 -60.0 4, 4, 4, 4, 4, 4, •: t0 • • .... �: ... ... FL16177.1 +70.0 -70.0 1, -43.4 36 x 25 4, 4, 4, .:.13 • 4. . •.' .• : FL16736.1 +60.0 -60.0 4, -53.6 36 x 491/2 4, 4, 4, 12 ...... 6 .(, 4, 4, 4, 4, 4, 731/8 x 491/2 4, 4, 4, a.tatre 1 • 3 t • • • •• • • •• T'• •• • • •• • Q V• • • .W 4 . •. • •• • 1 1 •• • 2d • • • • • •• 1• t1) • i.. � f ;._.:_..fit -r: t • i% • • • •s.••• • i• 01 • • • f *7-111 •; • :....r..... t. �'; • H.ALL;FE©ERAL t1 Ca' F?UI Eti his Ib- 5 14q Florida Building Code Online �iaifll't 6,1444sf) apexltmernl Busines Professibba Regulation Page 1 of 2 1317$ Home Lop In ; User Registration Hot Topics j Submit Surcharge Sla ls &Paas 't:�::��;� ( i:: ;::1 :i ' �+ �.`, C��z ! �c i ?..-pity ` ;;cr r._, • 1<1F rl t _ I��ttCiafi uct Approval Public User Product Approval Menu > produc[ or Application Search, > Aoolkatton List > Application Dotal I FL # Application Type Code Version Application Status Comments Archived Product Manufacturer 0 Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss©cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative lay Lathrop Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Evaluation Report from a Florida Registered Architect or r Licensed Florida Professional Engineer (ti 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 gN Validation Checklist - Hardcopy Received Certificate of Independence FL6890 RS ^' , t=u; 'e^ }S -i .' _ fCA-84 Referenced Standard 4,pe % f trg S ari arc)• • •• • Year • • • • • • • • �1r44/WDMA/CSA 101/I.S.2/A440-05 2005 • • • •• ••• •• • • • • ASij. 1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 • • • • • • • • • • a:4A4%Qrj/202/203 1994 • • • • • • • • • • • • • • Equivalence of Product;5tartlljrds •: • : • • i • i • Certified By • • • • • • • ••• • • • • ••• • • http://www.floridabuilding.org/p /pl_vic t gspi?pirini;wGEVXQw1Dqu4Bg7NfwG9n... 6/24/2015 ••• •. • • • •• •• ••• • • • •• ••• •• • 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 04/20/2015 04/21/2015 04/23/2015 06/23/2015 Page 2 of 2 AFL # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. Lim s of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.51-67.5 Other. 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 psf, Max. size 37' x 72". Outer lite in I.G. to be fully tempered when used 30 ft. above grade In HVHZ. Glass complies with ASTM E1300-04. Installation Instructions ..6890 R5 II CWS -161C (CA -8400. IMPl.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL6(190 R5 AE DuPont PVB NOA 13-0129 27.odf FL6890 R5 AE EvalReo CWS -161C (CA -8400. IMPI,Odf FL6890 R5 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party; Yes Isachl rwetitC axe :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850.487-1824 The State of Fbdda Is en ANEW employer. Lpovrioht 2007-2)13 State of Fiords. " &lacy Statement :: Accessibility Statement :: R"rurd oltrmont Under Florida law, email addresses are public records. N 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 mall. If you have any questions, piease contact 850.487.1395..Purswnt to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. mist provide the Department with an errata address if they have one. The smalls provided may be used for official communication with the Ikensee. However emaa 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 Approves Accepts: C ereuri vms tarr> •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• ••• ••• ••• ••• • • • • • • • • • • • • • • • • • • • •• •• • • •• •• •• • • • • • ••• • • • • a•• • • http://www.floridabuilding.org/gr/pi_vi tl3sp4.?pgr wGEVXQwtDqu4Bg7NfwG9n... 6/24/2015 ••• • • • ••• • • URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 161C April 18, 2015 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed Iaminated glass 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 1.239 Jabara Ave., North Port, FL 2) Approval drawing CWS -161C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3673-1, -1A, -2, -2A, and NCTL-210-3674-1, -1A, -2, -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 10I/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS -161C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -161C. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36" x 72" with 1/8" (HS or Temp.) outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36" x 63" with 1/8" (Ann. or Temp.) outboard, -air- 1/8Ann-090PVB-1/SAnn laminated inboard glass • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS -161C • Achieves design pressures of +1-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. # 13-0129.271 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 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. •• ••• • • • • lovouire • ltEt r .t• . ••• %%04�•.+..gsy..• •• •• •• ••••• •••►'.y„'•�':ra- � °� `cu i S a • - No 59211 1,11 .0.4, �rt • ••• •® •: It • ••ft ••• *= '•• F-ar • •:;qti�}}E F •-.44: t `•• ••• 4' :741. "oc;:A‘t-clvile: % ••1.0. • •:4, • • • • ' *SR • •It.. 4. • • • • • ▪ • • • i • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Tumer 2015-04-20 11: 59-04:00 73 1l4" MAX. OVERALL FLANGE HEIGHT • • ••••i• • • • •• ••• • • ••• • •••• • • • • • ••••Y• • •• •••••• ASEMENT - LARGE MISSILE IMPACT 38 1/4" MAX. OVERALL FLANGE WIDTH 37' UNIT WIDTH 35" MAX. SASH WIDTH • • • •••• • • • 72 • MAX. UNIT • HMO* s•• • • •• • • • • •,n•• SASH HEIGH; • • • • • • • • • • ! • • •\ •• .1° • • ••4M •••• • • • • • • • • 65 I2" GLA S 8 C 5 6 301/2- .............-�; GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS.. 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 -i— 64 114 MAX. OVERALL FLANGE HE'C HT -- 361/4 MAX. OVERALL FLANGE WIDTH 37' UNIT WIDTH 35. _...... MAX SASH WIDTH A MAX. UNIT HEIGHT 6" MAX SASH HEIGHT X zut/I r GLASS DLO RIGHT HINGED - SHOWN LEFT H W GED - OPPOSITE 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 0 IMPACT USE AS DEFINED IN ASTM E 1896 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4, DESIGN PRESSURES: -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 INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cdo1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6, PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. 01SS 0 8. SERIES/MODEL DESIGNATION CA -8400. 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: X W OPERABLE SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING N VHZ 37"x63" +/ F LARGE MISSILE IMPACT +/- 67.5 PS� NON- VI -e HVHZ 37" x 72" +/- +/- 67.5 PS Lucas A. Turner 2015-04-18 22:00-04:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT wa ADE I03r17708 H m Mr• lg44 RE,4y )�y,,, •;GESi,.,-Q��Fy4 .iz No 58201 t r *: * :*Z aS STATE OF Fw ii,+©NA�s+• 4/18/2015 LUCAS A. TURNER, P.E FLPEA58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 hSH TOr.sa;;PTION. GENERAL NOTES AND ELEVATIONS oRAW T3Y: SATE: ADE 1 05/05/07 owa4: ;REV.; CWS -181 0 lifur 1:15 SHEET 1 OF 8 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 7/8' OVERALL 1/8' ANNEALED or TEMPERED Thr AIR SPACE 5/16' LAMINATED GLASS 1/6" ANNEALED - .090 DUPONT PVB INTERLAYER tie' ANNEALED SIKAFLEX 552 OR PURFECT GLAZE "H" 7/8' OVERALL 1/8" HEAT STRENGTHENED or TEMPERED 7/16" NR SPACE 5(18- LAMINATED GLASS VW HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER -1/8" HEAT STRENGTHENED SIXAFLEX 552 OR PURFECT GLAZE "H" ' GLASS BITE MAX UNIT SIZE MAX POS. DP GLASS lYPIE' 37" x 63" +67.5 A 37" x 72" +67.5 B .9 01115169119X WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC eier 8400 PVC CASEMENT IMPACT O 7 u. is tn. Cti tt. 00 uJ R WWJ Oh LT 03 < „west istr14 4.4 P:15. • • • No 58201 f*t STATE OF /4, NotnitIO 4/18/2015 LUCAS A. TURNER, P.E. FL PE*58201 1239 JABARA AVE. LNORTH PORT, FL 34288 PH. 941-380-1574 atEtT0Taaltp1'IBST- GLAZING DETAILS 5. 05/05/07 c SHEET 2 OF • ,• •••• .• • •••1• • • •••1• • • •••••• • • • • • •••••• • ., • • ••• • �� • •••• • • ,12}— - • -i. • • • • • f •• • • • • • •• •• •• • • •••• • e •••• INTERIOR ITEMS NOT SHOWN FOR CLARITY: 14, 16-17, 19-20, 25, 27, 32, 34, 37-38, 42, 44-45, 50 ALTERNATE FIN FRAME INTERIOR SECTION VIEW B -B Cilageffig WINDOW SYSTEM 1800 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cC 8400 PVC CASEMENT IMPACT u. 1- PER 2010 FBC 0 z> F4 vma2 •%`1 ��OREW �tiO�,tJ�.ytiGENgF.'�4i +'tit No 58201 ?S i VP 1,STATE OF .4r aiFi4 yp . O•wk,` 4/18/2015 LUCAS A. TURNER, P.E. FLPE#58201 1239 JABARA AVE. NORTH PORT, FL 34285 PH. 941-380-1574 ENEET OEs['.RIPTION: SECTION VIEWS 01ut ADE 05105/07 CWS -161 C 4:2 j I SHEET30F6 ITEM 2 3 4 5 6 7 8 9 PART # PARTS LIST H-603013 H-60308 H-603013 H-60308 H -6030A 10 11 12 13 14 15 16 H-66108 H-6008 14-6008 H-8008 1-1592 11-1593 GLASS 17 18 • •19 ••••..e0 • •••• • • • •••• ••• • • ••• • •••• • •••• • • • •••• •21 P-3028 P-3029 P-3113 P-3195 P-3197 •P-3AT -3281 • 422 23 •?a 24 • i?6 P-3.539 DESCRIPTION FR., CASE., MAIN, HEAD FR., CASE., MAIN, SILL VENDOR MATERIAL MIKRON PVC FR., CASE., MAIN, JB., RIGHT FR., CASE., MAIN, JB., LEFT FR., CASE., W/ FIN MIKRON PVC MIKRON PVC MIKRON PVC SASH, CASE., TOP RAIL M#KRON PVC SASH, CASE.. BOT. RAIL MIKRON PVC SASH, CASE, SIDE RAIL, HAZE SASH, CASE., SIDE RAIL, LOCK SCREEN RAIL, SIDE/BTM SCREEN RAIL, TOP/SIDE SEE SHEET2 MIKRON PVA MIKRON PVC MIKRON PVC KEYMARK ALUM KEYMARK ALUM SET. BLK., 85 DUR., 1/8" )l7/8" X2' LG. SCREEN LIFT -OUT FRANK LOWE RUBBER SCREW SUPPORT FOR PVC SUMMIT SCREEN SPRING, NO HOLE TENSION SCREEN CORNER KEY 'TEAM PLASTICS RUBBER WSTP., WHITE LEAF SEAL, FRAME SCRiEN SHUNE, .155 DIA, BLK M&M NYLON AMESBURY RUBBER SPAEFP! DUI ASEAL, SEE SHEETS SEAM EALE SM -5504 DAPA DURASEAL TRUSEAL WSTP., .270 187 BACK, ULTRA I IN, BLACK, SASH PURCEi "H" , SIKAFLEX552 ▪ .143587 • 31 PP -36 13 • 4 jl j) • 05 • 83752 • P-3681 P-3940 • 33 ••4 35 36 P•4004 • #8 X3/4" OUAD PH TEK, ZINC, SCREW SCRiEN Z7i14, 18 X16 FIBERGLASS #8 •IEK 2, SS, SCREW SCHNEE SILICONE ULTRAFAB HENKEL, SIKA PHIFER CWS 4G0) CS -8400 GOLDC RT. LABEL, NFRC TAB CAP PM ¶/2" HOLE TEMROPARYiBL. (NFRC/DP) SNU•^y PVC TIE BAR GUIDE, ROTO. HOWE. FASTENAL SS M&M NYLON P-4005 • 4'•46!8• • 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 P!4007 • P4009 P4010 P-4012 P4014 P4018 P-4020 P-4021 P4024 P -4031-P-4040 52 P4050 P4043 P4146 P4491 P4641 S-1505 S-6064 46- 12' P1 PH, MS, SS (ROTO HOWE. LOCK) SUP OPIT PLATE, LOCK, SS, ROTO HDWE. (Use w/ P-4006) LOCK, MULTI -POINT, ROTO HDWE., WHITE ROTO. OPERATORS (FOR LEFT/R)GHTOFFEN CASEMENT) TRACK & SLIDER ASSM., R010 (515t R., ROTO HDWE., (13") STUD BR"!, P010 0sER., L.H., ROTO HOWE. 8010 FASTENAL SS SS ROTO SS 8010 SS 8010 SS 8010 SS SHIM, ROTO OPERATOR, ROTO HDWE. (4.8mm) HANDLE, STD, ROTO OPER, ROTI) HOWE. (WHITE) H WGES (LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) SUPPORT WASHER, ROTO OPER, ROTc5 HDWE. (SS) 48-32 x 3/4" Quad FH W/ 1/16" Lead, MS, SS, ROTO OP., R0111 GASKET, ROTO OPER., ROTC HDWE., 1/16- 11E -BARS, ROTO HDWE. 1-5 LISCKPOiNTS, SS (BY OA HGT.) REINF. COL -ALUMINUM, 5052-H32 (.050 X.437), HD STRIKE, MULTIPOINT #$x3/4" PH FLAT TE K, SS fit INF. COIL -ALUMINUM, 5052-H32 (.062 X.656), HD #8 x 5/8' PH FLATTEK, #7 HEAD, SS ROTO SS ROTO NYLON ROTO ZINC ROTO SS ROTO SS FASTENAL SS HOP ROTC SS PRECISION STEEL ALUM M&M NYLON FASTENAL SS PRECISION STEEL ALUM REINF. CASE. SASH GLZ 8D., 7/8" FASTENAL KEYMARK brs ALUM MIKRON PVC NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063.16 UNLESS OTHERWISE NOTED. 3 2102" PVC FLANGE FRAME H-60308 PVC SASH H-6008 17/32" 1 8Y32" 1- SCREEN RAIL SIDE/BTM H-1592 v18" PVC FIN FRAME H -6030A PVC GLAZING BEAD 3-8084 21/32' Ili tn8' _i COIL, .062 X .656 P-4491 17132' FRAME AND SASH CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 18 it an WINDOW STSTENA 190D SW 44TH AVE, OCALA, FLORIDA 34474 WW W.CWS.CC 7/18" { {7 i 1/16"— COIL, .05 X .437 P4050 1 9!32" 1.._ SCREEN RAIL TOP/SIDE H-1593 1! V' 11/18" SASH REINF. S-1505 1/2"- 7/32"1 /2"_.7/32" .....111111111111112W -b r--3---1 C4 SCREW SUPPORT P4113 8400 PVC CASEMENT IMPACT 8 w 1-- w m F 6113 w o 0 E 0 a REVISIONS LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380.1574 ET DESCRIPT BOM AND EXTRUSIONS SHEET 4 OF 6 • • •••••• • • • 12 l/2- MAX. 0.C. (TYP.) 6- MAX. (TYP.) 6- MAX (TYP.) 10' MAX 0.C. {TVP.) r SEE NOTE 2 12 UT MAX. O.C. (TYP.) 6" MAX. (TYP.) -- r MAX. o.c. (TYP.) 4' MAK (TYP.) 4" MAX, (TYR) SEE NOTE 2 MAX O.C. (1YP.) - SEE NOTE 2 9. MAX. 0.0. (TYP.) r NOTE 2 4` MAX. (TYP.) WINDOW SYST 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W,CW S,CC e• MAX. O.C. (TYP,) 8400 PVC CASEMENT IMPACT INSTALLATION - ANCHOR (TYP.) • • • • ••• •••••• •S••• • /UVG�HOR LA1Uj- (FtN(3E • FOR UNIT j� 72" • • ••••• • ••••• • • • • ••••• •• • 00000 i•••• • • •• •• • • •• • • •• •• • • •••••• •••• •••••• NOTES: • • • • • • • • • • 2. SHIM AS REO EACH INST1k ATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1141. USE SHIMS WHERE SPACE GREATER THAN 1(16' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSPTIR OF HIGH DPNSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. • • 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SMALL 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 1NSTAL(AT)ON INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET B. 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 GROUTTFILLED 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 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 11 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 TABLEI, SHEET 6. CONCRE 1 E 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: FMAJAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMNAAMA(WDMA 300(EXTERICR DOORS) • •••••• • 1. INST.4LSCNElUCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. r THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 371x72' THOU FRAME ANCHOR HINGE SIDE JAMB (TYR) ANCHOR LAYOUT - (614) FOR LNITS UP TO 3Y x 83' a. LL U m d 9 flu1I1 1T++` r�IDREW T% r� � • Na 58201 S'<Y ° a-0: :11; STATE OP flti e %,4e14oRtio,.r��a��• 444781 100- 4/18/2015 LUCAS A. TURNER, P,E. FL PE i7 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380-1574 DEscRIFTKIN: ANCHOR SCHEDULE 8. NOTES DAIe ADE 05/05/07 CWS -161 SCALE 1:20 REV.: 0 SHEET 5OF6 SUBSTRATE BY 6THERS- SEE TABLE 1 TYPICAL HEAD ANCHORAGE —�+—MIN. EDGE GIST. SEE TABLE 1 PERIMETER SEALANT --- BY INSTALLER EALANT-- BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 • •• • • • • •••• • • •••••• • • • • • • • • • FLANGE BY NSTALWR ••••• •••••• • • • • • • PERIMETER SEALANT • BYINSTAL/LA • • INSIDE AND OLA' • •00000• • •••••• • • ••••• • • • 000000 MIN. EMBEDMENT SEE TABLE 1 =1/4" MAX SHIM INTERIOR • •• • • • • SUBSTRATAY OTHERS SEE TABLE 1 • •,• SEALA;n/tibt1,tREW --=� HEAD BY INSTALLER •I • •••••• • • • • VERTICAL SECTION AL SILL ANCHORAGE 1/4" MAX SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 INTERIOR MIN. EMBEDMENT SEE TABLE 1 114' MAX SHIM— r— SUBSTRATE HIM r—SUBSTRATE BY OTHERS SEE TABLES MIN. EDGE DIST. SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 — PERMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER NCRIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE CI RtQTPLT me Cr5tIlt E CONCRETE (2D KSI MIN,) 3/16' RW TAPCON FLA-tin---mreevreoft4•444aer-liw4—adaeow FLANGE FLANGE CONCRETE (285 KSI MAV.) GROUT -FILLED CMU (ASTM C-90) 3/15" ELCO UL7RACON 1-1/2' 1.118• 2 1' 3/18" ELCO ULTRACON 1-1/4" 2-1(2 FLANGE FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 2X MIN. SOUTHERN PINE (G.0.55) 3116` I1W TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 15 GAUGE (0.080") MIN. STEEL STUD (33 K51 YIELD MSN) 610 WOOD SCREW 1-3/8' 7/8" FLANGE 910-18 HILT] KW1K-FLEXOR ITW TEKS SELF-DPUJIIG SCREW FULL THREAD THRU 0.060" 7/16" FLANGE FN 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) 910 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125 7/16" 2X MIN, SPRUCE -PINE -FIR (G=0.42) 98 W000 SCREW 7/18" MIN. EDGE DIST.--+--...-SUBSTRATE 656 TABLE 1 BY OTHERS SEE TABLE I 1/4' MAX SHIM—.1 00.___. HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION MIL EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BENIN) FIN BY INSTALLER NOTE; ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. B/6) REQO AT THE HINGE SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. PERIMETER SEALANT------ ' ' BY INSIDE ANDEOUT OD11 HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SIU. SIMILAR FOR BOX NNSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 114" 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. Ott .Won 1 WINDOW SYSTE61S 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC el 8400 PVC CASEMENT IMPACT g s O sm DATED PER 2014 FBC F. 0 a g Z Q (0 z> cc t601u t:7tjt ♦*��A4DREW T4+i IP I. PI Na 58201 Ot'P '1O STATE OF • 4Vr. ' ��.A;..[O•Op000 SA;.. •° 4/18/2015 LUCAS A. TURNER, P.E. FL PE 58201 1239 JASARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. INSTALLATION DETAILS 0 1:2 Florida Building Code Online HoOda peps i1 Busines Professi`a Regulation i} eCIS tome I Log In ! User Registration Hot Topics submit Surcharge Product Approval u5ER: Pub0.K User Page 1 of 2 Ff stats Q Falls ,..At%.:r:fr r._ rt; s.,ir,•s Product Aooroval Menu > PrpdUct or Robecation Search > Anulication Lt5t > Application beteg FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss€Dcws.cc Technical Representative Edn Koss Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jiathropecws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i2 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 2 Validation Checklist - Hardcopy Received Certificate of Independence FL16177 RI r!" ;: -• '`' I7_f3 N-'..IO0,1M? NUSiiIAr1Lhl.pdf Referenced Standard and Year (of Standard • • • •218.1111.110 • • •e • Yar • • �.AINIDI�A/i S/�'1 16../I.2/A440-08 2008 • • iS f:1.380'94 • • • • • 2004 •• ••ASTt. 1816r15 • • ••• 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 • ••• . •.• ••. •.. ••• • Equivalence of Product Standards • • i • •• • • Certified By • • • • • • • • • • • • :• • •• ••• • • http://www.floridabuilding,org/pr/pr_app_dtllspt?palpir.--;wO VXQ4tDgvyf4ngAXh1.Oy... 6/24/2015 •• ..• . :• .. •.•. ..• .. •• .: Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/14/2015 04/21/2015 04/25/2015 06/22/2015 Page 2 of 2 Fi_ # Model, Number or Name Description 16177.1 SH -8100 PVC Single Hung SH -8100 PVC Single Hung Impact Resistant window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: SH -8100 PVC Impact, no sill anchors required. Safety glazing required on outer lite above 30 ft. in HVHZ. Glass complies to ASTM E1300.04, Installation Instructions F116177 RI ti CWS -8126 ($H-8100 IMP NoSillAnch).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports F116177 R1 AE DuPont PVB NOA 13-0129 27.Ddf FL16177 R1 AE EvalRe© CWS -8.1.2E (SH -8100 IMP, NoSilAnch).odf FL16177 111 AE Ouanex (Mlkron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes roallaalift •: . 4,,-K xa� r Priebe: 550-467-1824 The State of Florida is an ANEE0 employer. Convrioht 2007-2013 Sate or Florida. ;: privacv St/deft-ea ••AMASihUttatitternent :: Refund statement Under Florida law, email addresses are public records. It you do not want your a -malt address released In response to a pudic -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mag. 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 en email address 5 they have one. The emalls provided may be used for official communication with the licensee. However emaa addresses are public record. If you do not wish to supply a personal address, pease 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 hag-. Product Approval Accepts: Offii 1:1 Credit _At- :•• ••• • • ••• • . •• • • ••• •• ••• •• •• • ••• • ••• • • • ••• ••• ••• ••• • • • • • • • • • • • • • • • • • ••• •• •• • • • •• • • • • • • ••• • ?ntav• http://www.floridabuilding.org/pr/pr_app dt1.asp?pa• . 4 VIQ gvyf4ngAXhlOy... 6/24/2015 • • •' .•• • ••• ••• • • • ••'•• • •• ••• • • URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812B April 18, 2015 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill 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 -812B, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3815-1 A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS -812B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -812B. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS - 812B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 13-0129.271 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.021 I have evaluated the interlayer and framing materials in these Dupont and Quanex. NOAs and find that they comply with the requirements of the 5'f' 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. 04131111REMJt,f • •• ..: �,ti ,tDiyr . • • •• • te..* pl .r/ No• 58,1041• •4.11 w *. - Lucas A. Turner, P.E. • :* •• • w •M• -Q •• ••• • • � 'ETAT£ P • j4►: • ¢(�_ ti • �FL PE #58201 /821 • • • • • • • • +try :`!! • �'��� 'f 4' •10R t •' F ' 4" Lucas A. Turner �11'is+�NM„ E '``'`� 2015-04-18 ••• • • • • ••- - •• • • • • • • . • ••.•.• • ••• • • • • • ••• •• • • •••• •• • • • •.•• • 22:20-04:00 • • •• • • • • •••• • • ••••4I• • •• •• • • • • •• • • • • • • • •• • • • • • •• SINGLE HUNG - LARGE MISSILE IMPACT 1 63" MAX, OVERALL FLANGE HEIGHT • •• 4 • • • 61 314" • • UN% ••i�iaGHT •• •• • • •••J303/16" MAX. • SASH • • • • HEIGHT 53 NB" MAX OVERALL FLANGE WIDTH 51 716' MAX. UNIT WIDTH 4711110- GLASS DLO • • TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS,1 GLAZING DETAIL 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS. 5 A X A 45 Ino. GLASS DLO 4S 3/8" MAX. SASH WIDTH 25 13;16 GLASS DLO 26 7,!' GLASS DLO 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 1998 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3, CONFIGURATIONS: "0/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, SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. & SERIES / MODEL DESIGNATION 5H-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 . 114• x 1.174" LOCATED 4- FROM BOTH ENDS, MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 51-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT, Lucas A. Tumer 2015-04-11 15:15-04:00 WINDOW SYSTEMS 1800 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT 74 C7 w w Q a EE a Z 0 00 uta `•yAttttRE ttl �• �l�iD;%4 `S�GP �y�CE N g.,�i,�. ;mi: No 58201 k/ r. vet a 1\ STATE OF ;14,/0:41 •i� &�'ONA E �� ��• 4111/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DE30110tl7N: GENERAL NOTES AND ELEVATIONS 5 WN BV j15AII: BAT I 06118/12 DWG* 'RtV,: CWS -812 8 SHEET 115 i 1OF6 • 1 • • • • •••.• • • ••••• • • • • • • •• • • • •••• • •• • • • • • • • • • • • • • • • •• •• • • • • •• • •••• • • • • • • •• •••• • • • • •• • • • • • • 716' OVERALL INSULATED GLASS 1/S" ANNEALED OR'TEMPERED 7/15" AIRSPACE ......5113" LAMINATED GLASS ANNEALED 090'. PVB INTERLAYER BY DUPDNT t4^CALED DURABEAL BY TRUSEAL ECT GLAZE "H" OP, SIWIEX 552 1/2" GLASS BITE FIXED UTE " OVERALL INSULATED GLASS V6 ANNEALED OR TEMPERED 7/16' AIRSPACE LAMINATED GLASS ANNEALED .090' PVB INTERLAYER BY DUPONT ---VB" ANNEALED DURASEAL BY TRLISEAL ECT GLAZE "H" OR SIKAFLEX 552 Aiistom WIND SYSTEMS 1 1900 SW 44TH AVE. OCALA. R.ORI0A 34474 www,cws.cc 8100 PVC SINGLE HUNG IMPACT 0 cc Z 4yt��SOREiv ��nni�'S • No 58201 • �:, V 7,1D%%. "% STATE OF •�?W G,, .rt�NA �a*o 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JASARA AVE. NORTH PORT, FL 34288 PH, 941-380.1574 SHEET DESCRWTCXV: GLAZING DETAILS Hr: DAVE: BAT 06/18/12 r3 ri- ROL CWS -812 B SHEET 2 OF 8 1:1 •••• 111 • • • •• • ••••N• • • • • • • • • • •••• ill • • •• • • SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37, 44, 51-52, 55.56, 84, 67-68 I INTERIOR INTERIOR NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CWs.CC 8100 PVC SINGLE HUNG IMPACT z 0 1t i REW • E Wit No 59201 .16.10.24, STATE OF • • i % ssn znN i v,'+4/11/2015 LUCAS A, TURNER, P.E. FL PE 4 58201 1239 JASARA AVE, NORTH PORT, FL 34288 PH. 941.380-1574 SHEET DESCRIPTION; SECTION VIEWS BAT 05(18/12 B SHEET 3OF8 • •••• • •••• •• • •••• ••• • • 11• PARTS UST ITEM 1 PART DESCRIPTION H-6031 Main Fr., SH, w/Fig., PVC, Head VENDOR MATERIAL Witten 2 4-f 6031 Main Fr., SH, w/Flg., PVC, 5111 Mikron 3 14.6031 Main Fr., SH, w/Flg., PVC, L. Jb. Mikron 4 6 8 1.6031 Main Fr., SH, w/Flg., PVC, R. Jb. S-1577 Impact Hook Mlkron Vinyl Vinyl Vinyl Vinyl H-6027 Sash Meet. Rail, PVC Keymark Alum Mikron 9 10 14-1497 Reint. Sash Meet. Reil 14-6028 Sash Bottom Rail, PVC Keymark Vinyl Alum Mikron 12 H-6004 Sash Side/Top/Sot. Rall Mikron 13 6-1498 Reint. S.B.RJS.S.R Vinyl Vinyl 14 S-6069 Glz. Bd., 7/'8" Mikron 18 9.6013 Scrn. Adapt., w/Nib, PVC, Horiz. Vinyl 19 S-6014 Scrn. Adapt., PVC, Vert. Mikron 20 9.6029 Sash Stop / Filler, PVC, Vert. Mikron 24 14-4699 Reinforcement, SBR P-210 9 54- Keymark BSI Vinyl Vinyl Vinyl Alum 96 P3059• 8aisCam, PVC• • • BSI Plastic •a6 30 32 39 • •••• • •••• •• • P3046 Take Clip • • • P-37413, IAA, pact, PVC • P-4069• Keepe, Impact, PVC P-3215 deep Cofer w/ •• P-3429 Wslp., 0270 x .187 back FilSeal, Gray P-4638 lt8 x 20/2 PH Mod!1•uss• type A, TEK 2 P3781X 25 Ph PI: ^*t ••• P -4051W 68 x 1.250 Ph FH TEK, W t9. P -4260118.2r FH PH iterigat EK, W M. P3342• Seas Sealer, SM -5664• • • BSI Interlock SS Interlock Zeman Geer Plastic Ultratab Fastenal Steel Hub City Steel Hub City Hub City Schnee Steel Steel P-3752 Cap Plug, 1/2' Hale • P-3438 lkatlex 552 or Plr?e4 txte'44" MAM Ske Henkel Nylon • 4g 51 P-3352 Set. BA., 85 Dur1t War* ear x 2 Lg P-38111, T lrcZary Ibi. (t1(FRC/Lifl) F. Lowe Rubber 52 P-3613 CWS LbI. • (logo) • • • Pro Label 54 Sash E 9HEET2 • Fixe 5 —4EET2 • GLASS GLASS 56 P3281 Spacer Dureseet 82 63 P-3218 Screen PRIMO, Hone. P-321$ $cteen Frame, Vert. Allmetal Alum Allmetal Alum 64 65 P-3321 Screen Frame Corner Key Ailmetel Plastic 66 67 P-3581 Screen Cloth, 18 x 16 Fiberglass P-3228 Screen Spline, .155 Dia., Bk. P-3029 Screen Pull Tab Bettenue Fiberglass Dapa Vinyl Summit Alum P3033 Screen Spring, SS Fi. Screen SS 70 P-3113 Screw Support for PVC T. Plastics 71 72 4-4-1836 Alum. Fixed Rag S-6063 Coyer, Fixed Rall Keymark Nylon Alum Mkron 73 74 S-1112 Reinforcement, Impact Hook P-3541 88 x 1/2', Pan Head, TEK Keymark Vinyl Alum Faslenal Steel LINE ITEMS NOT USED. 5, 7, 11, 15-17, 21-22, 29, 31. 33-36, 4143, 46, 49-50, 55, 57-61, 69 ----3 1/8" ©o 2 11/16' Int tai -I1 _ } 6 8 t 6/6"II ! u16- L NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PVC FRAME FLANGE -6031 718' j 9/16'- 1 17111,8" REINF., IMPACT HOOK -1112 3(16"- iT(:J I L-1/16" REINF. S. B. R.{S.S.R - 1498 0 3/16" PVC SASH 8TM, RAIL -6028 PVC SASH SIDE RAIL- 6004 1 1,8".1 -1(18" PVC SCREEN CATCH - 6013 3/4' 15/16"1/16" REEF. 8714 RAIL -1689 IMPACT HOOK S-1577 b 5- t PVC SASH TOP RAIL -6027 2 1!6' FIXED RAIL- 1836 9116" -.�..� iS'16' PVC FIXED RAIL COVER - 6063 5/8" »-1/16• REINF. TOP RAIL -1497 FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES4 13 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:6 8100 PVC SINGLE HUNG IMPACT a 11/8'x{ 6/16", PVC SCREEN SUPPORT - 6014 PVC GLAZING $FAD -6064 8. 0 xi '1}' a. EE 2 Lu GO 4 z 4/11/2015 LUCAS A. TURNER, P.E. FL PE 1158201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 1/2" -j .•e ,:a«...1el; 3116"- L t-- 3"----- " BOM AND EXTRUSIONS SCREW SUPPORT -3113 BAT 06/18/12 CWS -812 B SHEET 40F6 • •• •. • • • •••• • •• • • • • • • • • • • • 0000;0 ••• • • • • • • • • • • •• •• • • • • 8" MAX, (TYP.) 8' MAX. (TYP.) ... 4' (TYP.) 10 1C MAX,C (TYP x 4' (TVP,)---( 4" (TYP.)—..... NO ANCHORS REQUIRED IN SILL—I • 17' MAX. O.C. (TYP.) 101/2" MAX. O.C. Y ) 1 i { 0 ANCHOR LAYOUT • (FLANGE) SEE NOTE 2 INSTALLATION ANCHOR (TYP,) €N00 RAIL ••••MOTES: •• . .•.• • •. INSTALL NE•AgHOR AT E' ACI.Ip1LT•ALLATION LOCATION, NO ANCHORS REQUIRED IN SILL. •••• • • I 1e. SHIM AS ROD AT EACH INS -W .1 44I0N ANCHOR USING LOAD BEARING SHIMS. MAX, ALLOWABLE SHIM STACK TO 8E 114'. USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL 8E CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. • • 3. ANCHOA 4,VE, SPACING At4EMBEOMENT SHALL RE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. • •. ALL INSTALLATIc ANCHOR1 9aMUST E MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED W000 MUST 8E PRONIKIRE9110 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 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 W000 AND METAL 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT FMAIAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA'AAMANVDMA 300(EXTERIOR DOORS) INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. NOT 8E CRACKED. VERSION OF THE REFERENCE DOCUMENTS: WINDOW SYSTEMS 1900 SW 44TH AVE, OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT 0 tV � Q1 0a xa w m BY: !DATE: m 0 a 62 z 0 1It91sih1!! `����•�P110REW Tyi No 58201' *C .• 9) STATE OF 149. 4/11/2015 LUCAS A. TURNER, P,E. FL PE IF 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH. 941380-1574 PTON: ANCHOR SCHEDULE AND NOTES INN EY: Tom BAT 08/18/12 'T) Si 17L1.: CWS -812 B SHEET 50F6 SCALE: 1:15 SUBSTRATE BY OTHERS - SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY NSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT IOEHINIE • FLANGE B• NSMALLEM • • •••• •••• • • •PERIMETER SEALA.R •••• i lLP� Y INSTAFP••• • INSIDE ANDOUT • • • • • •SUBSTRATE BY OTHERS SEE TABLE • • TYPICAL HEAD ANCHORAGE MIN. EDGE OIST. SEE TABLE 1 MIN EMBEDMENT SEE TABLE 1 CONTINUOUS DOUBLE 3/16' BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POLARS BETWEEN FRAME AND BUCK BY INSTALLER. • • • • • • •• • • • • • •• • • • • MIN. EMBEDMENT SEE TABLE 1 •••ay MIN, EDGE DIST. SEE TABLE 1 j *VERTICAL SECTION T•PICAL SILL ANCHORAG • •••• • • • • 1 • • • TA E 1: APPROVED INSTALLATION FASTENERS SU ANCHOR TYPE MIN.EMBEmei (20 KSI MIN.) 3,16" ITW TAPCON 1-1/2" 1.1 2' HOLLa., •- - -_ ... ... .. CONCRETE (285 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4 2-1/2" 2X MN. SOUTHERN PINE (G40.55) 3116 RW TAP(XMd OR ELCO ULTRACON 1-3,8' 7/8" 2X MIN. SOUTHERN PINE (G=0.55) 410 WOOD SCREW 1-3/8` 7/8" 16 GAUGE (0.0801 MIN. STEEL STUD (33 KSI YIELD MIN) #10.18 MLTs KWIK-REX OR RW 'MKS SELF -DRILLING SCREW FULL THREAD THRU 0.080' 7118" 1/8' ALUM. (6063-T5 MIN.) OR I/O' STEEL (33 KSI MIN,) 810 GRADE 5 SELF -TAPPING / DRIWNG SCREW FULL THREAD THRU 0.125" 7/18" MIN. EMBEDMENT SEE TABLE 1 INSTALLATION ANCHOR - SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 4 1 MN EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT EALANT BEHIND GE BY NSTALLER 0 HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD ANO 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, Caesears WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.00 8100 PVC SINGLE HUNG IMPACT w LL 0 F EL Li w 2 0 (n 5 W 4/11/2015 LUCAS A. TURNER, P.E. FL PE 1158201 1239 JABARA AVE. NORTH PORT, FL 34288 P11. 941380.1574 HEk:TO SCRI INSTALLATION DETAILS B BAT 06/18/12 CWS -812 1:2 B SHEET 8 OF 6 Florida. Building Code Online Page 1 of 2 F1oti0a peps iTleni d DCIS Hone 1 log In User Registration Hot Topics ' Submit Surcharge Stats & Fads , e`t.c:.t r- r , _, _ j ?; «> ' st P r u s ; Busines Professibna Regulati©n Product Approval USER: NEW User �.: Product Aoorovel Menu > Product or Aaoticstion Search > ADdiomon i mt. > Application Detail FL # Application Type Code Version Application Status Comments Archived D Product Manufacturer Custom Window Systems Inc. Address/Phone/Email Authorized Signature 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@icws.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 lay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, PL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer rib Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL16736 Rl. c01 bvalapp CWS -$:i7 a (j 2OO, ?4x6 IMP}.pdr Referenced Standard and Year iof Standart) • •fitandrso • • Year •• • • •• aAf�A/• • •• • • �IdiAA/CSAJ101/1.S.2/A440-08 2008 • • •• • • • AS124•430I -44 2004 • • • • • • • • • ASTM L•18i16e05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 • ••• ••• ••• •• •• •••• •• • • Equivalence of Product Staada ds • • • • • Certified By • • • • • • • • • • • •• • •• • • http://www.floridabuilding.org/pr/pr •a ap :dtl.aspiharin ;wG$VXQwtDquBobl%2#1Zrn6... 6/24/2015 • • • • • • • • • • • •• •• ••• .:. •• •• Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/15/2015 04/21/2015 04/25/2015 06/22/2015 Page 2 of 2 leach' 'Next Contact I lc ;; 1940 North Monroe Street Tailehasvee FL "12199 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. roavrinht 2007-7D13 State of Florida :: Privacy Statement • • AcC0ssihiuty c eteme.er ;: Retteld_Steement Under Florida law, email addresses are public records. If you do not wart your a -mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1)• Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The alllila provided may be used for official communication with the ikensee. However emat addresses are public record. [f you do not wish to supply a personal address, please provide the Department wen an email address which can be made available to the public, To determine if you are a licensee under Chapter 455, F.S., please dick here Product Approval Art:epts: .. •.• . • • . . .. • • • • • .. ..• .. . • .... . ... •.• ••• ..• .•• •• • • •• • • •• • • • • •• • . .. .• •• •• •• •• • • • http://www.floridabuilding.org/pr/pr fihridtl.asps`Darim wG$VXQwtDqu8obl%2fi2m6.., 6/24/2015 • . . . • • •..� ••• •.:. •:• •: FL* Model, Number or Name Description 16736.1 1-1S-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 MVHZ: 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 Rl II CWS -8718 (H5-8200, 74x63. IMP) odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PV@ NOA 13-0129 27.Ddf FL16736 111 AE EvaIRer CWS -8716 (HS -8200. 74x63 IMP).odf FL16736 R3 AE Ouanex Micron) NOA 12-1017 02.,pdf Created by Independent Third Party: Yes 16736.2 HS -8200 PVC Horizontal Slider H5-8200 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", OP +/- 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 RI IL CWS -8698 (H5-8200 111x63, IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 RI AE DuPont PV6 NOA 13-0129 27.pdf FL11736 R1 AE DuPont SGP NOA 11-0624 02,odf FL16736 R1 AE tvalRep CWS -8698 (HS -8200. 111x63, IMP).odf f116736 Rt AE Quanex (Mikron) NOA 12-1017 02 odf Created by Independent Third Party: Yes leach' 'Next Contact I lc ;; 1940 North Monroe Street Tailehasvee FL "12199 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. roavrinht 2007-7D13 State of Florida :: Privacy Statement • • AcC0ssihiuty c eteme.er ;: Retteld_Steement Under Florida law, email addresses are public records. If you do not wart your a -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 alllila provided may be used for official communication with the ikensee. However emat addresses are public record. [f you do not wish to supply a personal address, please provide the Department wen 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 Art:epts: .. •.• . • • . . .. • • • • • .. ..• .. . • .... . ... •.• ••• ..• .•• •• • • •• • • •• • • • • •• • . .. .• •• •• •• •• • • • http://www.floridabuilding.org/pr/pr fihridtl.asps`Darim wG$VXQwtDqu8obl%2fi2m6.., 6/24/2015 • . . . • • •..� ••• •.:. •:• •: URNER E 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 44'h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5'h Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS -871 B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -1 A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 '94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/1.S.2/A440 '08 4) Supplemental Calculations to support CWS -87113, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -871B - • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.271 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5'h Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. •• ••• • • • • • • • • •• • • • • • • • • • •• ••• •• • • • • • •• • • • • •'* RE W %xt R � •4, .4; ti•• .♦♦ • 1!4) 58201 •• • • 1•13 •• STATE OF •• * •• • ••• • . • • • • • • •• • •. •• • ••• • • •• •• • • ••• • • • • ••• . • • • • • •• •• • • • . • • • ••• ••• • • f � i • • se$ Lucas A. Turner, P.E. 4/18/2015 FL PE #58201. Lucas A. Turner 2015-04-18 22:21-04:00 • • ORIZONTAL SLIDER - LARGE MISSILE IMPACT 84 hr • MA* • • MANQE° emr • • • • • • • • • 63' • MAX. UNIT ••I••I.••4 HEIGHT • • •••••• •I • • ••L••• • 1. • 75 1/4' MAX. OVERALL FLANGE WIDTH 33" GLASS DLO 74MAX UNIT WIDTH • • • • • • • • • • •• • • *•• • • 4 • I • • • 4 • 58 13116' GLASS, .111 DLO • 10 • • • • • !• • • • • .4 • • 0 59 9116" MAX SASH HEGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS & GLAZING DETAILS2 EXTRUSIONS 5 B.O.M 3 ANCHOR SCHEDULE & NOTES......4 INSTALLATION DETAILS 5 C 5 A -4-- 36 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 VHZ) AND 15 RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1998 PER THE FBC. 2 GLAZING OPTI0t4S: (SEE SHEET 2) 3. CONFIGURATIONS: 'Or, "X0". 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 8-1300-04. 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 0a1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. 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 READiS/LL. 8, SERIES / MODEL DESIGNATION RS -8200. 9. THE DESIGNATION X ANA 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 r LOCATED r FROM nom ENDS. Lucas A. Turner 2015-04-11 15:18-04:00 MAX. UNIT SIZE 74" x 63" DESIGN PRESSURE RATING -0- 60 PSF IMPACT RATING LARGE MISSILE IMPACT (*(slam! N SYSTEMS 1900 SW 44111 AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 4/11)2015 LUCAS A. TURNER, P.E FL PE* 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET 0E54.1416mON; GENERAL NOTES AND ELEVATIONS DRAWN BY: CATE: ADE 10/10/13 11) %WIT REV.: CWS -871 SHEET 1 OF 5 • • • • • • • • • • • c • • • • • • • • • • • • • • • • • • INTERIOR SECTION C -C ALTERNATE FIN FRAME 1 INTERIOR NOTE FIXED LITE AT HEAD AND SILL IS SIMILAR, HEAD IMPACT HOOK )TVR MIDSPAN OF SASH (ITEMS 35 & 35) HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS 1:20 SWEEP LOCK(TP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) €1 — 7F5 OVERALL 1/8" AIWEALED Of TEMPERED 7/IB AIRSPACE 5/16" LAMI 118 ANNEALED f—.( 1 9 SI DUPONT PVB INTERLAYER 1/9" ANNEALED PURFECT GLAZE 31 SIKAFLEX 552 112GLASS BITE CallatATII" WINDOW SYSTEMS I 900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8200 PVC HORZ. SLIDER IMPACT s 0 o 0) z 0 LUCAS A. TURNER, P.E. Et 10mF1-9 PAI3ARAII 582°AVE. 23J NORTH PORT, FL 34288 Pli. 941-3E01574 T 11111TICR SECTION V1EWS AND GLAZING DETAIL DRAWN OY: ADE 10/10/13 ci s: CWS -571 13 LT 1:2 • •••• • •••• • • • •••- ••• • • ••• • •••• • •••• • •• PARTS UST ITEM 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 PART # DESCRIPTION VENDOR MATERIAL H•1497 ReinL Sash Meet. Rail Keymark Alum H-1699 Reint. S.B.R./S,S.R, Keymark Alum 14-1836 Meet. Rail, Fxd. Keymark Alum H-6052 Sash Top/Bot. Rail Mikron PVC H-6048 Main Fr., SH, w/ Fin-, PVC Mikron PVC 14-6050 Sash Meet. Rail, PVC Mikron PVC H-6051 Sash Side Rail, PVC 'even PVC 14-6049 Main Fr., SH, w/FIg., PVC Mikron PVC P-3029 Screen Pull Tab Summit P-3033 Screen Spring, SS Hurley P-3113 Screw Support, PVC Team Plastic Rubber P-3218 Screen Frame Attmetal Ro1lForm P-3228 Screen Spline, .155 Dia., 81k. Dapa P-4754 Screen Frame Corner Key Allmetai Nylon P-3342 Seam Sealer, SM -5504 Schnee Silicone P-3352 Set. 016., 85 Dur.. 1/8' x 5/8" x 2' Lg. Ftanklowe Rubber 17 18 19 • . 21 22 23 4. 24 41. 25 t• 26 27 • • • 28 29 ••30 P-3429 Wstp., 0.270 x .187 back FinSeal, Go Ultratth P-3539 4473p• 48x3/4" Square TEK 2 Zinc irtjx 1/2" Truss PH TEK 2 Znc Fastenal Steel Festered Steel P-3,12° P-3783 or A P-4779 tap Plug, 148" Holt • • "String Lock, Impact, PVC Rolfer, Tandem M&M Interlock Nylon M&M P-40!1 9B x 1 1/4 F31 kR SEIKP W ht. Fastens! Nylon Steel P-4069 N P-'479 eper, Impaa,&VG • keep Co441 j:l • • Interlock M&M Nylon PP49398 -4958r P 952 x 21/2 Ph Truss SMS Flory Loci • eeper, R Ajax Steel Sullivan Sullivan Zinc One P -4t9 P-4633 Wstp., 0.4241 t14•Abeck FinSeel, Gr Memel Fast•rer• • • • 111traiab Fastens' Steel 31 , 32 34 35 36 37 38 39 40 41 eeinforoarrvnt, H$a Kaymark Mum S-1498 43#7#41 • Reinf. S.8.111/946.R, • • Boller Track • Keymark Alum S1999 Frame !-took, Head, Impact Keymark Keymark Alum Akin S-2000 Pane/ Catch, Head, Impact Keymark Alum S-6005 Anti Lift Mikron PVC 6-5013 Stxn. Adapt., w/ !lib, PVC MIkron PVC 9-6014 Sem, Adapt., PVC Mikron PVC 5-6063 Fixed Rall Coen. Mikron PVC 84 Glazing Beed Mikron PVC 42 43 GLASS SEE SHEET2 CARDINAL GLASS Purktct Glaze "M, SikeFiex 552 Heckel / Sika Silicone UNE ITEMS NOT USED: 33 PVC FRAME FLANGE -6049 3 9/18" �_Fi�•.., 718' 21/. ;I PVC FRAME FIN -6049 j+1 3/19' 1116" FIXED RAIL -1838 PVC SASI4 MTG RAIL -8050 PVC SASH SIDE RA/L-6051 PVC SASH TOPjBTM RAIL -6052 PVC FIXED RAIL COVER - 6 PLAN VIEW -1999 6" HEAD IMPACT HOOK -1999 0a'ir 3+16" PLAN VIEW -2000 PANEL IMPACT CATCH - 2013 SCREW SUPPORT -3113 NOTE ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. CORNER CONSTRUCTIONj�(�f�}. WINDOW SiTEMS 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 '6 8200 PVC HORZ. SLIDER IMPACT ter o a 1- 34"= 16!16" 1/16" }_ SASH MTG, RAIL -1497 SASH REINF, 1699 3/16" ! 314" L-- it1B' S.B.RJS.S.R.-1499 PVC GLAZEBEAD - 6064 112" - 1 1/8`•1 —1/16" PVC SCREEN CATCH - 6013 5/16' T— L1116" PVC SCREEN SUPPORT - 6014 7/18'-1 -11/4" — 1/16' ROLLER TRACK - 1776 91 1-67 r7 1116" GLAZE BEAD - 1112 1 5/16' 1/16' PVC ANTI -LIFT • 8005 x w M C u. a w w w 0 m 019”911144%,'..4"Ei ot` � �4fi .•+ T FM 58201 ;• 71�+ *= * :* i STATE QF �" bz 4/11/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET OESCR1PT1ON: ROM AND EXTRUSIONS DATE ADE 10/10/13 OW5p: CWS -871 6 12 SHEET 3 OF 5 • • • • • • • • • •••I• • • • • •• • 12 1/2" MAX. O.C. (TYP,) 9' MAX (TYP,) 6' MAX (TYP,) 1r' MAX. O.C. (TYP.) • •• • • • •••• • •• • • • •• • • • • • •• • • • • 1 i --1 `�--3" (TYP.) SEE NOTE 2 • • • • • • •• •• • • •••• • • •••• ()TES' • • INSTALLATION ANCHOR (TYP.) 4" MAX. (TYP,) -tet-8' MAX O.C. (TYP.) 4" MAX. (TYP) -. I 8" MAX, O.C. Imo) O X •+--- INSTALLATION ANCHOR (TYP.) ANCHOR LAYOUT - (FIN! 1. INSTALI•ONE AYCHOR AI,EAC)j INSTALATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM REO AI EACH INSI4LLATICN AANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/18• IS PRESENT, LOAD BEARING SHIMS SHALL BE CON U aii:OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 9. 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 MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. B. 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 00 NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REOUIRE 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 W000 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', SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEAUNG AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAMAMA 100(FIN WINDOWS), FMA,'AAMA 200(FLANOE WINDOWS), FMANNDMA 250(BQX WINDOWS), FMA'AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1r 8200 PVC HORZ. SLIDER IMPACT n W W w ID L ro w a Lu 0 8 ID 2, 0 t/1 cc w '''i���NA 4111/2015 LUCAS A. TURNER, RE. FL PEA 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 a ° bE` CiiPION: ANCHOR SCHEDULE AND NOTES ADE 10/10/1 CWS -871 1:20 H 9 SHEET 4 OF 5 0 � X • • • • • • •• •• • • •••• • • •••• ()TES' • • INSTALLATION ANCHOR (TYP.) 4" MAX. (TYP,) -tet-8' MAX O.C. (TYP.) 4" MAX. (TYP) -. I 8" MAX, O.C. Imo) O X •+--- INSTALLATION ANCHOR (TYP.) ANCHOR LAYOUT - (FIN! 1. INSTALI•ONE AYCHOR AI,EAC)j INSTALATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM REO AI EACH INSI4LLATICN AANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/18• IS PRESENT, LOAD BEARING SHIMS SHALL BE CON U aii:OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 9. 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 MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. B. 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 00 NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REOUIRE 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 W000 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', SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEAUNG AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAMAMA 100(FIN WINDOWS), FMA,'AAMA 200(FLANOE WINDOWS), FMANNDMA 250(BQX WINDOWS), FMA'AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1r 8200 PVC HORZ. SLIDER IMPACT n W W w ID L ro w a Lu 0 8 ID 2, 0 t/1 cc w '''i���NA 4111/2015 LUCAS A. TURNER, RE. FL PEA 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 a ° bE` CiiPION: ANCHOR SCHEDULE AND NOTES ADE 10/10/1 CWS -871 1:20 H 9 SHEET 4 OF 5 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER NSTALLATION ANCHOR SEE TABLE/ • • •• • • • •••• • • • ••••6SEALANTgEFIIR'L••• • FLANGE BY I STALLS1 • • • • • *PERIMETER SEALANT BY WSTAII14F • • • • • • •INSIDE AND 1I T • • •1 •• • • •SUBSTRA•I BYb4RS ••••�•SEE TABLE1 • • • ••••I• • • • TYPICAL HEAD ANCHORAGE I MIN. EDGE DIST. SEE TABLE 1 MIN, EMBEDMENT SEE TABLE 1 SUBSTRATE 1•4' MAX. SHIM — BY OTHERS i SEE TABLE t MN. EMBEDMENT SEE TABLE 1 Aio ( ,, INSTALLATION ANCHOR —) f SEE TABLE 1TE 114" MAX SHIM et •• • VERTICAL SECTION ?PEAL SILL ANCHORA • • • • • • • • • • • MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MN. EDGE DIST. SEE TABLE 1 PERMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHND FLANGE BY INSTALLER TABLE 1: APPROVED NSTALLATION FASTENERS ANCHOR TYPE MIN. 6121116111thrtenresesear. FRAME —\ iirEcNGE CONCRETE (2.0 KSI MIN,) 3(16' ITW TAPCON 1-1/2' 1-118" F - OFD^MU it17PCF MN 1 iSfif' TTW TA or tik I 2 FLANGE CONCRETE (265 KSI MN.) 3/10" ELCO ULTRACON 1' 1 FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16' ELCO ULTRACON 1.1/4" 2-1(2' FLANGE 2X MN. SOUTHERN NNE (G=0.55) 3116 Tf4Y TAPCON OR ELCO ULTRACON 1-3/8' 718' — FLANGE 2X MIN. SOUTHERN PINE (6-0.55) 410 WOOD SCREW 1-3/8' 7/8' FLANGE 16 GAUGE (0.060') MIN, STEEL STUD (33 KSI YIELD MIN) 410-16 HILTI KWlK-FLFXOR RW TEKS SELF-DRIWNG SCREW FULL THREAD THRU 0.060' 7/18" FLANGE 1/8' ALUM. (6063-T5 MIN.) OR 1/8' STEEL (33 KS! MN.) 410 GRADE 5 SELF -TAPPING / DRIWNG SCREW FULL THREAD THRU 0.125• 7/16' FIN 2.X MIN. SOUTHERN PINE (G.0.55) 48 WOOD SCREW 1-1/2' 1/2' MIN. EDGE DIST. SEE TABLE 1 114" MAX. SHIM SUBSTRATE BY OTHERS SEE TABLE 1 L_ MIN. EMBEDMENT SEE TABLE 1 A __A. 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 PERIMETER SEALANT -- BY INSTALLER INSIDE AND OUT 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: - MTN. 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 8200 PVC HORZ. SLIDER IMPACT 0.11 n 0 soq `�;t.smi E.sr4 1:' Na 58201 S s *2 .p Z ro= ASN N STATE OF IWC 4/11/201 5 l LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SCNIPTIDN: INSTALLATION DETAILS • 10/10/13 B SHEET 5 OF 5 Florida Building Code Online 01X `tiX1t k4Orkatioli Florida Deparirnenir/ Business Professi na Regulation KIS Home i Log In User Registration Hot Topics Submit Surcharge Product Approval USER. Public they Product Approval Menu > Product or Application Searrb > Aoolicetion i lst FLit Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (oi:$t•and3Pd: • • •• • • •• ••• • ••• • • • • • • Equivalence of Product Standard* •. Certified By • • • stats a Facts • Page 1 of 2 t '\'!:l'rn "$ s'caT I el i :r "h •, t 1.1.1s ...r.. Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekossrlcws.cc Koss Erin ekoss@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss®1cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jiathrop@cws.cc Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Eli Evaluation Report - Hardcopy Received Lucas A. Turner PE -58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received Pi z EvAiker•CIIY.S.::87=B :.5.8800/329.IMPP)41r : : a^thd4d• ••• • • IS.4t+ VICJ:A/CSA/101/I.S.2/A440-08 • • ASTY16t300-04 • • • ASTM E1856-05- ASTM E1996-09 .4. • eAJ AS 201/.222/203 •••• • • • . • . • • • • • •• • • •• •• • • • • Year 2008 2004 2005 2009 1994 ••• • • • • ••• • • http://www.floridabuilding.org/pr/pro alp tugaspx'param=wGEFXQwtDquBobl%2fILm6... 6/24/2015 • •• •. • • • .• •• •.• • •• •• ••• • • 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 04/15/2015 04/21/2015 04/25/2015 06/22/2915 Page 2 of 2 !Neel tpntaci tL : • 1 tlg.[ hilee Pe Street Tallahassee FL 32399 Phone: 850-4@Ll124 The State of Rortda Is an Altr'EEO employer. Pris0 s Sfatem!nt •• AcrrRwhilty Sratemeu •• Refund Statutous Linder Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publ3arecords 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 SeGion 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emai address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email eddress which can he made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick bene Product Approval Accepts! sevinitent to.' ceditr rrl SAFE •• ••• .. . .. .. • . • • •• .. • ••• •• • •.. •. . • . • • • .. •. . • • • . • •• ••• ••• •.. ••• • • • • • • • • •• • • ••• •• • • . • ... • • • • ••. • • • •http://www.floridabuilding.org/pr/pr_a fp_ ltl„a/p/` aram �.4v9EFXQwtDqu&obl%2fl7m6... 6/24/2015 • •• . •• • •• • •• •• •.. • . • .•• • • FL act 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 RI II CWS -8718 (H.S-8200. 74x63. IMPl.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVB NOA 13-0129 27,odf FL16736 RI AE EvalReo CWS -8715 (115-8200. 74x63. jMP).pdf FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party; Yes `736.2 H5-8200 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 -8696 (HS -8200 111x63, IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 121 AE DuPont PVB NOA 13-0129 27.pdf FL16736 RI AE DuPont SGP NOA 11-0624 02.odf FL16736 RI. AE Eva(Reo CWS -869B (HS -8200 111x63 ]MP).pdf FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes !Neel tpntaci tL : • 1 tlg.[ hilee Pe Street Tallahassee FL 32399 Phone: 850-4@Ll124 The State of Rortda Is an Altr'EEO employer. Pris0 s Sfatem!nt •• AcrrRwhilty Sratemeu •• Refund Statutous Linder Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publ3arecords 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 SeGion 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emai address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email eddress which can he made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick bene Product Approval Accepts! sevinitent to.' ceditr rrl SAFE •• ••• .. . .. .. • . • • •• .. • ••• •• • •.. •. . • . • • • .. •. . • • • . • •• ••• ••• •.. ••• • • • • • • • • •• • • ••• •• • • . • ... • • • • ••. • • • •http://www.floridabuilding.org/pr/pr_a fp_ ltl„a/p/` aram �.4v9EFXQwtDqu&obl%2fl7m6... 6/24/2015 • •• . •• • •• • •• •• •.. • . • .•• • • URNF,R ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 869B April 18, 2015 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX 111"x63" unit size with design pressures of +1-60 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 -869B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-3, -3A, -4, and -4A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 '94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 '08 4) Supplemental Calculations to support CWS -869B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -869B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -869B • Achieves design pressures of +1-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash, requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13- 0129.271, and in the fixed glass requires Dupont SentryGlas Interlayer per Miami -Dade N.O.A. 11-0624.02/ • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.02/ 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 56 Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will .I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. .001111,44 • 40; P�;t tii. T��i� •• ••• • • • •• • • • .• ••• • ••• • . • • • • ••• • • •• •• • • tt.• i . hto • 5!1201 . AS. ▪ 'fir; * •i•oi•• •.'• ••• :tt• 113%16. STAVE 0c : : 4. °‘*';;;Iisio'tde li ti ii t-te •••• •••••,,. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner 2015-04-18 22:21-04:00 • • • • • 64 • M 0 R 14 • • • • • • • • • • • • • • • • • • • • • • • • • HORIZONTAL SLIDER - LARGE MISSILE IMPACT MAX, SASH WIDTH TABLE OF CONTENTS GENERAL NOTES 8 ELEVATIONS .... . 1 GLAZING DETAILS 2 SECTION VIEWS 8 GLAZING DETAILS3 EXTRUSIONS & B.O.M. ..... ....,...... 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 4' GENERAL NOTE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING COOE (FBC), CURRENT EDITION INCWDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM 0 1996 PER THE EEC. 2. GLAZING OPTIONS: (SEE SFIEET 2) 3. CONFIGURATIONS: •or, locr. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM 0-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSUFIE AND GLASS TABLES ASTM 0-1300-04. 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 Cc1.1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 8. PRODUCT APPROVED FOR IMPACT RESISTANCE, SHUTTERS ARE NOT FLEOUIRED. 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 WINOS AND FLYING DEBFIIS, 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES MODEL DESIGNATION HS -9200. 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 r LOCATED 4' FROM BOTH ENDS, AX. UNIT SIZE 111" x 63" DESIGN PRESSURE RATING IMPACT RATING +/- 60 PSF LARGE MISSILE IMPACT Lucas A. Turner 2015-04-11 15:17-04:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 vVWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 4t o 0 PER 2014 FBC I EMK 8.1 =c 03 1 p$DREW Se•C;SI714. tia 5820 .4-01 IV% STATE OF :414:1 14,102.. IsA.;•4 a a I 0 .T;;"(; 4111/2015 LUCAS P TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH 941-380-1574 ET TtEsemPsott GENERAL NOTES AND ELEVATIONS TEF DING*: CWS -860 10/11/13 SHEET 1 OF 6 i 1Z 114 MP*A. UYtfIRLL i'LAPAUL WI,J1111- -1 111`. MAX_ UNIT WIDTH 49 15115 .- GLASS DLO A.....--- i-•-- 1 24 5/9" .----4 GLASSDLO , • , • • } ----.....---. .a. II/4' • . ANSE 'lam. 63" 410 h • 1.:..r • 4 ! • i 4. • • 6 IGHT 41, • • • 0 , 8 • •• • • • . •• • e• • • • • • • • • • • • • • • • ' 13315" GLASS DLO D 55 1 D GLA DLO 8 • 816' MAX. • SASH 14042141 : • • • • • • • • • • c - - - I 0 L• _ . ..„,._,... (_..A __T c ••••••••••••* MAX, SASH WIDTH TABLE OF CONTENTS GENERAL NOTES 8 ELEVATIONS .... . 1 GLAZING DETAILS 2 SECTION VIEWS 8 GLAZING DETAILS3 EXTRUSIONS & B.O.M. ..... ....,...... 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 4' GENERAL NOTE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING COOE (FBC), CURRENT EDITION INCWDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM 0 1996 PER THE EEC. 2. GLAZING OPTIONS: (SEE SFIEET 2) 3. CONFIGURATIONS: •or, locr. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM 0-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSUFIE AND GLASS TABLES ASTM 0-1300-04. 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 Cc1.1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 8. PRODUCT APPROVED FOR IMPACT RESISTANCE, SHUTTERS ARE NOT FLEOUIRED. 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 WINOS AND FLYING DEBFIIS, 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES MODEL DESIGNATION HS -9200. 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 r LOCATED 4' FROM BOTH ENDS, AX. UNIT SIZE 111" x 63" DESIGN PRESSURE RATING IMPACT RATING +/- 60 PSF LARGE MISSILE IMPACT Lucas A. Turner 2015-04-11 15:17-04:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 vVWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 4t o 0 PER 2014 FBC I EMK 8.1 =c 03 1 p$DREW Se•C;SI714. tia 5820 .4-01 IV% STATE OF :414:1 14,102.. IsA.;•4 a a I 0 .T;;"(; 4111/2015 LUCAS P TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH 941-380-1574 ET TtEsemPsott GENERAL NOTES AND ELEVATIONS TEF DING*: CWS -860 10/11/13 SHEET 1 OF 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • :V• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • eViri • • • -we- OVERALL I 3118- ANNEALED OR TEMPERED -1/4' AIR SPACE - .09C SENTRY GLASS iONOPLAST INTERLAYER tit PUP EECT CiLAZE S!KA.FLEX 552 1,2" GLASS BITE • • • L.-- • • Lt • • • • • • • • wr OVERALL 1/8'' ANNEALED OR TEMPERED AtR SPACE 5/18' LAMI —118" ANNEALED .M0 DUPONT PVB INTERLAYER W ANNEALED PURFECT OLA2E11' SIKAFLEX 582 WINDOW EMS 1900SW 4411.4 AVE. OCALA, FLORIDA 3.4474 WWW,CWSZC 8200 PVC HORZ. SLIDER IMPACT STATE OF itti: 0 E stZtio .... e 4/11/2015 LUCAS A. TURNER, P.E, FL PE $ 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH. 941-380-1574 ARE DESCAFTION; GLAZING DETAILS 'NH BY: TE TEF 10/11/13 • • • • • • • • • IP • • • • • • • • • •••••• • • • ••••• _37 • ••••• • I ••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • & • • • • • • •• ••• F NTERIOR SECTION VIEW A -A INTERIOR SECTION VIEW B -B I I I SECTION VIEW C -C ALTERNATE FIN FRAME — HEAD IMPACT ROOK (TYP.) MIDSPAN OF SASHES (ITEMS .4 & 46) SECTION VIEW DAD JAMB ROTARY LOCKS JAMB ROTARY LOCKS: - MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS. - REOUIRED ON FIN UNITS. JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (ITEM 23) LOCATED AT THIRD paw's. NOTES: - EITHER IMPACT HOOKS OR ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. - ONLY ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FIN UNITS, HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOOK LOCATIONS 1:20 WINDOW VfSTEMS 1900 SW 44TH AVE OCA.I.A. FLORIDA 34474 WWW.CWS CC 8200 PVC HORZ. SLIDER IMPACT Az 4111/2015 LUCAS A. TURNER, P.E. FL PE #58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEE1 DESCRPTION: SECTION VIEWS TEF 10/11/13 CWS -86 6cALE. 12 SHEET 3 OF 6 • ••• • 0400• • • • 6600 PARTS LIST ITEM PART 4 DESCRIPTI VENE1OR MATERIAL H-6049 Main Frame SH/HS, Flange. PVC Mi € Ton PVC 2 H-1681 Fixed Rail, at'+ Duty, Aktmi Keymark Alum 3 S-6077 Cow, HD Fixed Rail, PVC Mlkron PVC 5 P-4638 48 x 2112" Ph Mod Truss Type A TE AJ Steel 6 P-3342 Seam Sealer. SM -5504 Schnee Silicone 7 5.1776 Roller Track Keymark Alum 8 S-6013 Screen Adapter, Jamb, PVC Mikron PVC 9 S-6014 Screen Adapter, Head & Sill, PVC Mikron PVC 10 P-4479 Weep Cofer w/ Flap M&M Nylon 11 S-6064 Glazing Bead Mlkron PVC 12 11.6050 Sash Meeting Rall, PVC Mikron PVC 13 1+6051 Sash Pull Rail, PVC Mikron PVC 14 1.6052 Sash Top/Bot. Rail, PVC Mlkron PVC 5 H-1497 Reinf. Sash Meet Rail Keymark Alum 6 1+1488 rcement, Sash, Side Rall 17 14169 `. "'rcemerit, Sash P•lIlail Keymark Alum Keymark Alum P3429 Wstp-,•0.270 x .1i7•tck F:1Seal, Gr Ultra1ab 19 P-Illnpact, PVC Interlock P-4051 48x11/4"PhFIFA TBik.W14 Fas1enal P4089 P Impact, Nt• • • • kite€loek P-3539 000 • P-49 8 x 3F•" Square PM 8i k, �ary..ock • Fastenal Steel keedock • •, 24 P-4533 • ••• • 7 P-3541 46 x 112' Quad Ph Tr•Mic 41•• •76 GLASS SEE SI IEET2 8.52 x 1/2" Barrel Fisjekg Irterloc P-49aa Keeper, Rotary Lack • P-4779 Rollet Tandem • • • • Interlock • Faster9I CARDINAL Nylon Steel GLASS Pu}teEI:Glaze'Hneor S apex 552 HenkeLSlka Silicone arks 30 P3028 Set. Bk., 85 Dal? x 7/it x 2" Lg. Frank L • P-32118 %r4a$r rame • • ABmeta! Ru RottFOrm P-4754 P-4755 P-3029 P3033 P-3228 P-4772 P-3113 P-3752 9.1577 S-1112 Mee Omer Key Allmetal Nylon creen Corner Key w/Salety Tab creen Put tab Screen spling green Spline Screen Cloth; Fiberglass Brew Support, P Cap Plug, 1(2^ Hole mpac1 Hook, Frame, Jamb Reinforcement, Head, Jamb knpact Channel, Sash 46 X5/8 Ph PH TEK, Zinc, Palnted knpact Hook, Fnene, Head Maln Frame, SHINS, Fin, PVC Roller Track, PVC, (AHit) eck, Impact, PVC, %Wilmer 50 P4730 48 x 1/2" Ph Mod Truss TEK Alimetal Nylon Summit Fla. Spring Daps Team Plastic M&M Keymark Keymark Keymark Al Keyma Ik Mikron kferlOc Fastenal SS Rubber Nylon Alum Alum Alum teal um PVC PVC Steel 3 9116" RNER CONSTRUCTION WINDOW SYSTEM 1900 SW 44T11 AVE. OCALA, FLORIDA 34474 W W W.CWS.CC INC FRAME FLANGE -6049 CORNER WELD (ALL SIDES) 1:8 PVC SASH MTG RAIL -6050 PVC SASH SIDE 940.4051 PVC SASH TOP.BIM RAIL -6052 PVC HD MTG RAIL COVER - 6077 rTd 3/16' 6• PLAN VIEW -1999 J L HEAD IMPACT HOOK -1999 0 3/16' -'1 61 T- 1 16 PLAN VIEW -2000 PANEL IMPACT CATCH - 2000 a -I PLAN VIEW - 1577 LINE ITEMS NOT USED: 4, 38-39 0 3/16" ALUM SASH IMPACT HOOK -1577 3/16 3' i' --i-112" ZI SCREW SUPPORT -3113 1/18" SASH MTG. RAIL -1497 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1;8 8200 PVC HORZ. SLIDER IMPACT 3/16' 31-4' I"'- ✓ L16- S.88./S.S.R.-1498 114" 7, PVC GLAZE BEAD - 6064 112"- 1-1118' 3/4^ 15/��� ±1 1/16' SASH REINF. - 1699 7/16"— H-11/4"»4 -0 1/16" PVC SCREEN CATCH - 6013 5116• I.I 1/8"� 7' I-1116" PVC SCREEN SUPPORT - 6014 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. — 1/18• ROLLER TRACK • 1776 T— w18" 1116" GLAZE BEAD -1112 3,S" r. 5/16't W w 0.. ca Ne 58201 :dam: STATE OF !mi..' e W: 1�.S �p 9 to!;'.p1r 4/11/2015 1118' PVC ANTI -LIFT - 6006 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EETO 1134 BOM AND EXTRUSIONS •.'•N aY; TEF CWS -869 0. 10/11/ REV- B SHEET 4 OF 6 • • r - SEE NOTE 2 •••••• • • • • • • • • •• • • • • • • • • • • •• • • • • • ••• • • •••• • • • • •• • • • • • • INSTALLATION ANCHOR (TYP.) ANCHOR LAYOUT - (FW) 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, SHEET6. 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 BEYCND 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 IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL GE 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 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), FMAAYDMA 250(BOX W!NOOWS), FMNAAMMVDMA 300(EXTERIOR DOORS) 60i tmii, WINDOW EMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ, SLIDER IMPACT LU CS 4/3 Cfl m�;timt+$yb +t1p}I0REW f", 8F•-of No 56201 115 ! p� STATE OF , r41* I,3 �1i n 0*:13N. 4/11/2015 LUCAS A. TURNER, P.E. FL PE St 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DCSCRIPTION; ANCHOR SCHEDULE AND NOTES TEF 10/11/13 RUT CWS -869 B 1:25 ET F6 • SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE N. EDGE DIST. SEE TABLE 1 MN. EMBEDMENT SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCWOR SEE TABLEk • • • •••• • • •• • • •• • • • • • • • • • • EALANT BEND • • • FLANGE BY INSTALLER •• • • • • • R'ERIMETER RE.LASID 1Y INSTALLER • INSIDE AND OL* • `-- 1/4" MAX SHIM ••• •• • • • SUBSTRATECY OTHEWS • SEE TABLE 1 ••• •• • • • MIN. EMBEDMENT SEE TABLE 1 MIN, EDGE 0151. EE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 I/4- MAX. SHIM — INSTALLATION ANCHOR-_ SEE TABLE 1 --SUBSTRATE BY OTHERS SEE TABLE 1 MtN. EDGE DIST. SEE TABLE 1 1 PERIMETER SEALANT BY NSTALLER NSIDE AND OUT SEALANT BEI -AND E BY INSTALLER 0 B HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED NSTALLATION FASTENERS ANCH&6 TYPE FRAME NGE HF_.. CONCRETE (2.0 KSI MIN.) ... _•....• P• 3/18- ITN TAPCON 1-112 1--1 ._ 01 .. ._ .... w FLANGE CONCRE 1 E (285 KSI MIN.) 3/16- ELCO LILTRACON i' :" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16' ELCO ULTRACON 1-1/4' 2.1/T FLANGE 2X MN. SOUTHERN PINE (G=0.55) 3110" ITN TAPCON OR ELCO ULTRACON 1.3/6" 7/8" FLANGE 2X MIN. SOUTHERN PINE (G-0.55) 610 WOOD SCREW I-3/8- 7/S' FLANGE 16 GAUGE (0,060") MN. STEEL STUD (33 KSI YIELD MIN) 610-16 HLT1 KWIKFLEXOR fTw TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060' 7/16' FLANGE 1/8' ALUM. (6083.15 MN.) OR 118" STEEL (33 KSI MN.) 610 GRADE 5 SELF-TAPPNG / DRILLING SCREW FULL THREAD 9 -IRU 0.125' 7/16' FIN 2X MN. SOUTHERN PINE (5-0.55) 6B WOOD SCREW 1-1/2' 112" MIN. EDGE DIST. SEE TABLE 1 t/4' MAX. SHIM •-- ---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 FN BY INSTALLER . HORIZONTAL SECTION 6 TYPICAL FN ANCHORAGE HEAD AND SILL SIMILAR FOR FN INSTALLATION PERIMETER SEALANT --- By NSTALLER INSIDE ANO OUT 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 8200 PVC HORZ. SLIDER IMPACT v O Cl) 6 113 tL r', �LEIY,gl•'G'F'fr�i ��r �`' No bBll01 .'A 1 1t! M :* SOS• . ""3:1 L STATE OF r4t «G�F ,O R, T /14.• 47 4'+r ONA ,�ssss 4/11/2015 LUCAS A. TURNER, P.E. FLPE1t58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET oESCRIPT10N: INSTALLATION DETAILS NSP— DATE: 1 0/11 /13 CWS -869 E: 1:2 8 SHEET 6OF6