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WS-18-2382Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-9-18-2382 p a Permit Type: Windows/Shutters ' ork Classification: Win+dowiDoor Replacem Permit Status: APPROVED Issue Date: 9/1412018 Expiration: 03/13/2019 Parcel Number Applicant 160 NE 111 Street Miami Shores, FL 33161-7048 1121360040130 Block: Lot: TERESA BRUGGER Owner Information Address Phone CeII TERESA BRUGGER 160 NE 111 Street MIAMI FL 33161-7048 Contractor(s) FLORIDA HOME IMPROVEMENT Phone (954)792-4415 Cell Phone Valuation: Total Sq Feet: $ 7,626.00 0 Type of Work: REPLACE 5 WINDOWS SIZE FOR SIZE No of Openings: 5 Additional Info: REPLACE 5 WINDOWS SIZE FOR SIZE Classification: Residential Scanning: 13 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.80 $2.25 $2.00 $1.60 $150.00 $39.00 $6.40 $206.05 Pay Date Pay Type Invoice # WS-9-18-68798 09/14/2018 Credit Card 09/06/2018 Credit Card Amt Paid Amt Due $ 156.05 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to pertaining thereto and in strict conformity with the plans, draw'ngs accepting this permit I assume responsibility for all work d• e required for ELECTRICAL, PLUMBING, MECHANICAL, INaO OWNERS AFFIDAVIT: I certify that all the foregoing -in or at. construction and zoning. Futhermore, I authori e ab• _ na perform the work covered hereunder in compliance with all ordinances and regulations statements or specifications submitted to the proper authorities of Miami Shores Village. In y either myself, my agent, servants, or employes. I understand that separate permits are DOORS, ROOFING and SWIMMING POOL work. accu -te and that all work will be done in compliance with all applicable laws regulating ontra . _to -do -the work stated. September 14, 2018 Authorized Signature: Owner / Applicant / tractor / Agent Date Building Department Copy September 14, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000593-2018 Permit Number: WS-9-18-2382 Scheduled Inspection Date: October 12, 2018 Inspector: Naranjo, Ismael Owner TERESA BRUGGER Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Window/Door Replacement Address: 160 NE 111 ST Miami Shores , FL 331617048 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT WAYNE THOMAS BURNETT Phone Number: Parcel Number: 1121360040130 Phone Number. 9547924415 Building Department Comments REPLACE 5 WINDOWS SIZE FOR SIZE Checklist Item General Comments Passed Passed False Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -Inspection fee is paid. Comments Inspector Comments October 11, 2018 For Inspections please call: 305-762-4949 Page 17 of 17 Address: t Le, c. n I e. 1 t I $+. BUILDING PERMIT APPLICATION IDBUILDING ❑ ELECTRIC ROOFING ❑ REVISION E]PLUMBING MECHANICAL (PUBLIC WORKS ❑ CHANGE OF CONTRACTOR Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED SEP-O 6 2018 Co'-' Q i 4-1 FBC 20 U Master Permit No. r I� 2 3 2. Sub Permit No. 0 EXTENSION El RENEWAL E] CANCELLATION ❑ SHOP DRAWINGS JOB ADDRESS: I Co C7 K( E. 11 I ' r -re• e -1- Otv: Miami Shores County: Miami Dade Zio: 3'2I le 1 Folio/Parcel#: I C. - i 13 Cn - (-ThO4 - (I 1 2) (1 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): —re. r-e.. 4,Q r cl 1 P c-- Phone#: 3oS-,,7 i 3 -.Ag L / City: 1,—.1 '► .a r,-: t 41.1 o r-e State: 1^ / Zip: 3;1 l j Tenant/Lessee Name: NIA Phone#: NIA Email: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE sty: HOLLYWOOD Qualifier Name: WAYNE T. BURNETT State Certification or Registration #: CGC061890 DESIGNER: Architect/Engineer: N/A Address: NIA State: FL Phone#: 954-7924415 Zip: 33312 Phone#: Certificate of Competency #: Phone#: N/A city: N/A Value of Work for this Permit: $- 142 Z L. Square/linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration Description of Work: REPLACE 5-- state: N/A Zip: N/A ❑ New El Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) rrinkFee$ ,1-0 Radon Fee $ 2 Training/Education Fee $ CCF $._ / CO/CC $ DBPR $,_ ..� Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ I '� G. • Sign: Print: Seal: . Bonding Company's Name (if applicable) NIA Bonding Company's Address N/A Oty NIA State N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address NIA Zip N/A City N/A State N/A =p N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, 'POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.... OWNER'S AFFIDAVIT: 1 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 TMIICE 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 fie will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this o_l-- _ day of CXa�eJ , 20 g?" ,by %eres+l Artier me or who has produced identification and who did take an oath. NOTARY PUBLIC: 4,4„ on„ ►,wrr/i1Il��� APPROVED BY (Revised02/24/2014) o;�'444ABDIEL R. CASTILLO MY COMMISSION#GG079600 •gyp.:, EXPIRES: March a ch 6, 2021 odF Q. Bonded Thru Notary Public Underwriters i(tk, 13111 CONTRACTOR The foregoing trument was acknowledged before me this da of ��� ° , 20 1)- . by 11,4 ' Grp—E4 .... ,. F�...,�.... � to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: A/Amor MIGUEL A MERCADO MY COMMISSION # G6095745 EXPIRES April 19, 2021 as ***s************+*****,**s***s********ss***s*********r**** Plans Examiner Structural Review Zoning Clerk IVliami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection: requirements fon Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by ,the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: f/2-711r c-Tervot drAelye 0-1 Qualifier/Owner Signature Date Print Name Property Search Application - Miami -Dade County s-* �•'".OFFICE THE 1 Page 1 of 1 Summary Report Property Information Folio: 11-2136-004-0130 Property Address: 160 NE 111 ST Miami Shores, FL 33161-7048 Owner / TERESA BRUGGER Mailing Address 0NE111ST MIAMI, FL 33161-7048 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,548 Sq.Ft Living Area 1,949 Sq.Ft Adjusted Area 2,199 Sq.Ft Lot Size 9,300 Sq.Ft Year Built 1965 Assessment Information Year 2018 2017 2016 Land Value $232,690 $232,690 $199,874 Building Value $153,089 $153,127 $153,165 XF Value $1,916 $1,936 $1,956 Market Value $387,695 $387,753 $354,995 Assessed Value $142,303 $139,377 $136,511 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $245,392 $248,376 $218,484 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Widow Exemption $500 $500 $500 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 14 BLK 1 LOT SIZE 75.000 X 124 OR 9303 1377 Generated On : 8/27/2018 K°ondall-Tamiami ecutive airport Taxable Value Information 2018 2017 2016 County Exemption Value $50,500 $50,500 $50,500 Taxable Value $91,803 $88,877 $86,011 School Board Exemption Value $25,500 $25,500 $25,500 Taxable Value $116,803 $113,877 $111,011 City Exemption Value $50,500 $50,500 $50,500 Taxable Value $91,803 $88,877 $86,011 Regional Exemption Value $50,500 $50,500 $50,500 Taxable Value $91,803 $88,877 $86,011 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/01/1976 $53,000 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version https://www.miamidade.gov/property search/ 8/27/2018 P ;=q h•(GCp- GCp i) V (mph) Risk Category Exposure Ed Kn 175 1620 FBC for HVHZ, or Fig. 26.5- la 11 Table1.5-I, page C Section 26.7 0.85 Table 26.6-1, page 250 1 Figure 26.8- I, page 252 GCpi 0.18 -0.18 0.55 pitch eland' 3/12 14.0 degrees theta 14.0 degrees Meoo Roof Bright 15 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• • • •• • • •• •• • •• •• •• • • • • • • •• • • • ••• Specialty ERjineeringaConsultants, Iti. 1999 9W 3•Av roo, Suit•#24 • Bo itor•Bea h, F• 3311320# • ••.11. • • •• • Intstuctions and limitations of Use • • •• • • • •• • • • • • • Wind Velocites in South Florda • Dadc Broward Patin Beach Risk Cat. 1 165 156 156 Inw risk to humans (farm, sheds) tisk Cal. 2 175 170 170 Single Family Rtsidencts 'sk Cat. 3&4 186 180 180 Essential Facililits 2 . a 4 • 5 • 6 • • 10 12 Charts provide wind pressures based on the mean roof height. And shall not exceed e0'-0". Design pressures are for an enclosed builinding (shutters or other impact resistance protection required). Us•r shall digJrrd re t:e1n gam o!htight . height + Roof Peak)/2. % f th Nile 10% ( width, or o e mean roof 40% f the f height and not lessthan 3' 0" �� Er•I divnc• s a t�e;eor I �o n o n- 85E% 1 a c•mptrenbisjn a pagicular zone�gn that components considered to be in zone with the majority of the area. If questionable then place in Zone 5 Efth cAnpdhenttlwindow, door/mullion has a jpbutary area that is area to be used. Area of components to rounded down but shall not be less than 10 sf. FdlNCR's thalequir Kd#1.011h•r•nullipl•the values listed herein by 1.18. Wind pressures are based on Allowable stress design. Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') Charts and values listed 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 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2. This calculation is vaild for FBC 2014 (5th edition) and 2017 (6th edition) No reductions taken for slopes less than 10 degrees. Arca ofcomponenl 10.0 sf Area of component 15.0 sf Arm of component 20,0 sf Arca of cornponenl 25.0 sf Arca of component 30.0 sf Arca ofcomponmt 35.0 sf Arta of component 400 sf Arm ofcomponenl 45.0 sf Arta of component 50.0 sf Arta oftumponent 550 s1' Arca of componml 60.0 sf Zone 4 40.1 -43.4 Zone 5 40.1 -53.6 one 4 38.8 -42.2 Zone 5 38.8 -51.3 Zone 4 38.4 -41.8 Zone 5 38.4 -50.6 Zone 4 37.9 -41.4 Zone 5 37.9 -49.8 Zone 4 37.5 -41.0 Zone 5 37.5 -49.0 Zone 4 37.1 -40.6 Zone 5 37.1 -48.3 Zone 4 36.7 -40.2 Zone 5 36.7 -47.5 Zone 4 36.2 -39.8 Zone 5 36.2 -46.8 Zone 4 35.8 -39.4 Zone 5 35.8 -46.0 Zone 4 Zone 5 35.4 35.4 -39.0 -45.2 Zone 4 35.0 -38.6 Zone 5 35.0 -44.5 16 SILO -44.0 .6 -54.4 39.3 -42.8 39.3 -52.0 38.9 -42.4 38.9 -51.3 38.4 -42.0 38.4 -50.5 38.0 -41.6 38.0 -49.7 37.6 -41.1 37.6 -48.9 37.2 -40.7 37.2 -48.2 36.7 -40.3 36.7 -47.4 36.3 -39.9 36.3 -46.6 35.9 35.9 -39.5 -45.8 35.4 -39.1 35.4 -45.1 17 41.1 -44.6 41.1 -55.1 39.8 -43.4 39.8 -52.7 39.4 -42.9 39.4 -51.9 38.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 -50.4 38.1 -41.7 38.1 -49.6 37.6 -41.3 37.6 -48.8 37.2 -40.8 37.2 -48.0 36.8 -40.4 36.8 -47.2 36.3 36.3 -40.0 -46.4 35.9 -39.6 35.9 -45.7 18 41.6 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 39.9 -43.5 39.9 -52.6 39.4 -43.0 39.4 -51.8 39.0 -42.6 39.0 -51.0 38.5 -42.2 38.5 -50.2 38.1 -41.8 38.1 -49.4 37.7 -41.3 37.7 -48.6 37.2 -40.9 37.2 -47.8 36.8 36.8 -40.5 -47.0 36.3 -40.1 36.3 -46.2 19 42.1 -45.7 42.1 -56.4 40.8 -44.4 40.8 -54.0 40.3 -43.9 40.3 -53.2 39.9 -43.5 39.9 -52.4 39.4 -43.1 39.4 -51.5 39.0 -42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 -41.8 38.1 -49.1 37.6 -41.4 37.6 -48.3 37.2 37.2 -41.0 -47.5 36.7 -40.5 36.7 -46.7 20 42.6 -46.2 42.6 -57.0 41.2 -44.9 41.2 -54.5 40.7 -44.4 40.7 -53.7 40.3 -44.0 40.3 -52.9 39.8 -43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 -42.3 38.5 -49.7 38.0 -41.8 38.0 -48.9 37.6 37.6 -41.4 -48.1 37.1 -41.0 37.1 -47.2 21 43.0 -46.6 43.0 -57.6 41.6 -45.3 41.6 -55.1 41.2 -44.9 41.2 -54.3 40.7 -44.4 40.7 -53.5 40.3 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 -42.7 38.9 -50.2 38.4 -42.3 38.4 -49.4 38.0 38.0 -41.8 -48.5 37.5 -41.4 37.5 -47.7 22 43.4 -47.1 43.4 -58.1 42.0 -45.8 42.0 -55.6 41.6 -45.3 41.6 -54.8 41.1 -44.9 41.1 -54.0 40.7 -44.4 40.7 -53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 -43.1 39.3 -50.7 38.8 -42.7 38.8 -49.9 38.4 38.4 -42.2 -49.0 37.9 -41.8 37.9 -48.2 23 43.8 -47.5 43.8 -58.7 42.4 -46.2 42.4 -56.2 42.0 -45.8 42.0 -55.3 41.5 -45.3 41.5 -54.5 41.0 -44.9 41.0 -53.7 40.6 -44.4 40.6 -52.8 40.1 -44.0 40.1 -52.0 39.6 -43.5 39.6 -51.2 39.2 -43.1 39.2 -50.3 38.7 38.7 -42.6 -49.5 38.3 -42.2 38.3 -48.7 24 44.2 -48.0 44.2 -59.2 42.8 -46.6 42.8 -56.7 42.3 -46.2 42.3 -55.8 41.9 -45.7 41.9 -55.0 41.4 -45.3 41.4 -54.1 40.9 -44.8 40.9 -53.3 40.5 -44.4 40.5 -52.5 40.0 -43.9 40.0 -51.6 39.5 -43.5 39.5 -50.8 39.1 39.1 -43.0 -49.9 38.6 -42.6 38.6 -49.1 25 44.6 -48.4 44.6 -59.7 43.2 -47.0 43.2 -57.2 42.7 -46.6 42.7 -56.3 42.2 -46.1 42.2 41.8 41.8 -54.6 41.3 -45.2 41.3 -53.8 40.8 -44.7 40.8 -52.9 40.3 44.3 40.3 39.9 -43.8 39.9 -51.2 39.4 39.4 -43.4 -50.4 38.9 -42.9 38.9 26 45.0 -48.8 45.0 -60.2 43.5 -47.4 43.5 -57.6 43.1 -47.0 43.1 -56.8 42.6 -46.5 42.6 -55.9 42.1 42.1 41.6 -45.6 41.6 -54.2 41.2 45.1 41.2 -53.4 40.7 -44.7 40.7 -52.5 40.2 -44.2 40.2 -51.6 39.7 39.7 -43.7 -50.8 39.3 -43.3 39.3 49.9 27 45.3 -49.2 45.3 -60.7 43.9 -47.8 43.9 -58.1 43.4 -47.3 43.4 -57.2 42.9 -46.9 42.9 -56.4 42.4 -46.4 42.4 -55.5 42.0 45.9 42.0 -54.6 41.5 -45.5 41.5 -53.8 41.0 -45.0 41.0 -52.9 40.5 -44.6 40.5 -52.0 40.0 40.0 39.6 -43.6 39.6 -50.3 28 45.7 -49.5 45.7 -61.2 44.2 -48.2 44.2 -58.5 43.7 -47.7 43.7 43.3 43.3 -56.8 42.8 -46.8 42.8 -55.9 42.3 -46.3 42.3 -55.1 41.8 -45.8 41.8 -54.2 41.3 -45.4 41.3 -53.3 40.8 44.9 40.8 -52.4 40.4 40.4 39.9 -44.0 39.9 -50.7 29 30 46.0 46.3 -50.3 46.0 -61.6 46.3 -62.1 44.6 44.9 -48.9 44.6 -59.0 44.9 -59.4 44.1 -48.0 44.4 -48.4 44.1 44.4 -58.5 43.6 43.9 43.6 -57.2 43.9 -57.6 43.1 43.4 -47.4 43.1 -56.3 43.4 -56.8 42.6 -46.6 42.9 -47.0 42.6 42.9 -55.9 42.1 -46.2 42.4 -46.5 42.1 -54.6 42.4 -55.0 41.6 41.9 -46.0 41.6 -53.7 41.9 -54.1 41.1 -45.2 41.4 -45.6 41.1 -52.8 41.4 -53.2 40.7 -44.8 40.7 NO CHANGE IN FENESTRATION aR4FosaO SIZE FOR 131. 7� Eary .itEEt j _Mfosumistairm TOM— MEAKINSOATE4 8j27.18', BRUGGER 730662 HOUSE 12 1 • • SUBJECT CO CGr,I�'I.If'NCE Wf rH ALL FEDERAL STATE ANL) uGUN,'1' RL,LHS AND REGULATIONS ZONING DEPT BLDG DEPT -,1 nr' M i1 T a 4 „..,< n7 A 11V1� CD c ) CD DATE I V\ 1 /4/2018 Florida Building Code Online FLORIDA OCPAMIIINT OF Business Professional Regulation OFFICE OF THE SECRETARY o9PR HONE ABOUT 08PR DBPR DIVISIONS CONTACT DBPR BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Product Approval USER: Public User product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL16177-R2 Revision 2017 Approved Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc •••• • • • • •••• • • • •• • • •. •' • • • • • •••• • • • •••• •••• • • • • • • •••• •••• • • •• •• • • • • • • • • • • •• • •••• • • • • • • • • • • • • � • • • •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE (�' Validation Checklist - Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReoort812C.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10y8QtjDbmBlPrafAGHlxlsgtjUObE4bzoQ%3d%3d 1 /2 1/4/2018 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 09/28/2017 09/29/2017 10/03/2017 12/12/2017 FL # 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 FL16177 R2 II CWS-812C.pd( •' • Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes • Evaluation Reports •• . • • • • • • FL16177 R2 AE EvalReodht4312€.odf • • • Created by Independent 41W Party: Yet.; • •' • Back Next • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • •• • • • • • • Contact US :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-49V-182+¢ • • • • • • • The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: privacy Statement :: Apessibil v Statemer!MOM] Statement • • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response too !ublic records regvpst, Qo not sencliktetthihRldh mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1j9 *puryiant to Section • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with a1•analiaddress if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are pubic record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: DT 01 ge khxk Credit Card gee securilVA1ETIICS' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObEAbzoQ%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812C August 29, 2017 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 61 G20-3.005 (4). This product complies with the requirements of the 6th Edition (2017) 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 J q ,tL • • • • 2) Approval drawing CWS-812C, signed and sealed by Lucas A. Turner, P.E. • • • • . •.. 3) Test Report NCTL-210-3815-1A, -2, and -2A, by National Certified Testing•ItaboratorreC,.. • Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed? fFikaS 201/343/2,03- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA'?0M.S.2/A414--0g 4) Supplemental Calculations to support CWS-812C, signed and sealed by L>:cas.Ai Turner, P.E. • • • • • • • • • • • • Installation: Units must be installed according to approval document CWS-812C... • • . • . • • • •. • Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C • 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 Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.021 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206. lOt t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017) 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. Lucas Turner 2017-08-30 16:11+20:00 ��„II "uI,,,,,„+ .0 r10REW ti, 1. v No 58201 ••�:�P It *: * '*. .1 .. STATE OF ;: (LI: --,.4%,... - . C A, ! �•`�C3.� Lucas A. Turner, P.E. .'��.;r,ONA1 �t,,�� 8/29/2017 FL PE #58201 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• • • • • •• • • • • ••• •• • •• • • • • • • • • • • • • • • • • • • • • SINGLE HUNG - LARGE MISSILE IMPACT • • • • • • • • •• • • • • •• 53 1/8" MAX. OVERALL FLANGE WIDTH 51 7/8" MAX. UNIT WIDTH • • • 47 11/16" GLASS DLO • A •• • • • • • •• • • • • • • • • • • • • • • • • 1 • • • • • • • • • • • - • . • • • • • • •• • • • •• • • • • • • • 63' MAX. OVERALL FLANGE HEIGHT TABLE OF CONTENTS 61 3/4" MAX UNIT HEIGHT • • • • • • •• B 2613/16' GLASS DLO 30 3/16" MAX. SASH HEIGHT X e 26 7/8" GLASS DLO GENERAL NOTES & ELEVATIONS 1 GLAZING DETAIL 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 45 1/16" GLASS DLO A 48 3/8" MAX. SASH WIDTH • • • • • • GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "O/X'. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 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. 8. SERIES / MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 51-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:36-04:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT TARY AND CONFIDENTIAL a. cc a ,1puu hqr oo"1PNORE W Trii G t No 58201 \ *. * :*= •:0�. STATE OF 'W " i104SIONA; ... ;257- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. GENERAL NOTES AND ELEVATIONS DRAWN BY: BAT DATE: 06/18/12 DWG#: REV.: CWS-812 C SCALE: 1:15 SHEET 1 OF 6 • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • • • ••• •• • •• • • • •• •• • • ..• •• • • • • • • • • • •• • • • • •• •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • •• • • . • • ••• •• 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16' AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED OUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 • 7/8" OVERALL INSULATED GLASS 1/8• ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8' ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED OUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE 1/2" GLASS BITE " SETTING BLOCKS PER FBC 2411.3.3.11 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL • 5 G . `'0 .�CENSe•. Q�i -4 t No 58201 •• /3 St *: * '•.* trE 0: STATE OF ; LUZ • .-s,4`�'�4. 0 ,• 14 �SS,,NA ; NC��. 2- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GLAZING DETAILS DRAWN BY: BAT DATE: 06/18/12 DWG 8: REV.: CWS-812 C SCALE: 1:1 SHEET 2 OF 6 INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • • ••• •• • •• • • • •• • • . • • • • • • • • •• •• • • • • • • • •• • • • • • •• • • • • •• • • • • • • • • • • • • • • ••••• Qi• •_ • • • • •• • •• • • • • • • • .• ••• ••• • • INTERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. CllageGN WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL t.T 14�� ,, 10RE, W 4,� • G • No 58201 i :ae STATE OF ; LUZ 7. .• (40RiQP(j\-.1 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN BY: BAT DATE: 06/18/12 DWG#: REV.: CWS-812 C SCALE: 1:2 SHEET 3 OF 6 PARTS LIST ITEM PARTS DESCRIPTION VENDOR MATERIAL 1 H-6031 Main Fr., SH, w/Flg., PVC, Head Mikron Vinyl 2 H-6031 Main Fr., SH, w/Flg., PVC, Sill Mikron Vinyl 3 H-6031 Main Fr., SH, w/Flg., PVC, L. Jb. Mikron Vinyl 4 H-6031 Main Fr., SH, w/FIg., PVC, R. Jb. Mikron Vinyl 6 S-1577 Impact Hook Keymark Alum 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 12 H-6004 Sash Side/Top/Bat. Rail Mikron Vinyl 13 S-1498 Reinf. S.B.R./S.S.R 14 S-6064 Glz. Bd., 7/8" Mikron Vinyl 18 S-6013 Scm. Adapt., w/Nib, PVC, Horiz. Mikron Vinyl 19 S-6014 Scm. Adapt., PVC, Vert. Mikron Vinyl 20 23 S-6029 H-1699 Sash Stop / Filler, PVC, Vert. Reinforcement, SBR Mikron Keymark Vinyl Alum 24 P-2190 Balance BSI 25 P-3059 Sash Cam, PVC BSI Plastic 26 P-3046 Take Out Clip BSI SS 27 P-3783 Lock, Impact, PVC hterlock 28 P-4069 Keeper, Impact, PVC hterlock Zamac 30 P-3215 Weep Coverw/ Flap Gaer Plastic 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastenal Steel 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 39 P-4051W #8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P-4264W #8 x 3/4 FH PH w/#6 Head, TEK, Wht. Hub City Steel 44 P-3342 Seam Sealer, SM-5504 Schnee 45 P-3752 Cap Plug, 1/2" Hole M&M Nylon 47 P-3438 Sikaltex 552 or Purfect Glaze'H" Sika/Henkel 48- P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary Lbl. (NFRC/DP) 52 P-3613 CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET2 GLASS 54- Fixed SEE SHEET2 GLASS 56 P-3281 Spacer Duraseal 62 P-3218 Screen Frame, Horiz. Allmetal Alum 63 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 Screen Frame Corner Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Betterwe Fiberglass 66 P-3228 Screen Spline, .155 Dia., BIk. Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring, SS FI. Screen SS 70 P-3113 Screw Support for PVC T. Plastics Nylon 71 H-1836 Alum. Fixed Rail Keymark Alum 72 S-6063 Cofer, Fixed Rail Mikron Vinyl 73 S-1112 Reinforcement, Impact Hook Keymark Alum 74 P-3541 #8 x 1/2", Pan Head, TEK Fastenal Steel LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 2 11/16' NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • • • • • •• ••• • • • ••• • •• • •• •• • • •• •• •• • • • • ••• •• • • • • • • • • • ••• • • • • ••• 3 1/8" IL 14 •O • 1/16' • • • •• • 1 15/16" •• • • • • • • ••5/8"• L ••• •• • ••• • • • PV(PFR/IMEFLANG F•60#1• • • • • • • • • •• • • • • • REINF., IMPACT HOOK - 1112 PVC SASH STOP - 6025 3/4" 3/16" T 1/16" REINF. S.B.R./S.S.R. - 1498 0 3/16" 1/16" • • PVC SASH BTM. RAIL-6028 • • ••• •• 1 3/16" 1/16" PVC SASH SIDE RAIL - 6004 1/2"� j�11/8"_1 1/16" PVC SCREEN CATCH - 6013 REINF. BTM RAIL-1699 IMPACT HOOK S-1577 5" 1 PVC SASH TOP RAIL-6027 FIXED RAIL - 1836 PVC FIXED RAIL COVER - 6063 5/8" —�9 — 1/16' FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 agolltr es, WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8100 PVC SINGLE HUNG IMPACT 5/16" PVC SCREEN SUPPORT - 6014 REINF. TOP RAIL-1497 PVC GLAZING BEAD-6064 1/2" 3/16" 3" SCREW SUPPORT-3113 PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: BAT DWG #: CWS-81 2 SCALE: 1:2 DATE: 06/18/12 REV.: C SHEET 4 OF 6 • • ••• • •• •• • • • • •• • • • • . • • • ••• • • • .• • • • ••. • • 6" MAX. (TYP.) • • • 6" MAX (TYP.) • : ••• 10 1/2" MAX O.C. (TYP.) • 1 4" (TYP.) • 10 1/2" MAX O.C. (TYP.) 4" (TYP.)- 4" (TYP.) ••.1 • ••• •• . • • • • • • • • • • ..• 17' M.(.O.C. ‘TYP.) • • • •• • • • •• I • 1•. •• • • • — • • ••• • • I I • • • • •• • • • •• • • • O • • • • • • • • • • • • •• I X NO ANCHORS REQUIRED IN SILL SEE NOTE 2 INSTALLATION ANCHOR (TYP.) — `MTGRAL NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X 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 WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMMWDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT In r1,"1,f, ILT A ClAl A Mr, "".. IL IMLIS IT I A I 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: BAT DATE: 06/18/12 DWG#: REV.: CWS-812 C SCALE: 1:15 SHEET 5 OF 6 TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT SFAI ANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 • • •,• • • • ••• •• •• • • •• • •• •• • • • • • • •• • •• • • • • • • • ••• • • • • • • • • . • • • • • • • • • •• • • • • •• • •• • • • • • • • • .•• •• • • • •• • • • • • • • • • • • •• • • •• • ••• • • •• ••• •• • • • • •• • • • CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 • • • • ••• •• TABLE 1: APPROVED INSTALLATION FASTENERS $YapRnTETWE- ANCHOR TYPE MIN. EMBEDMENTIIIReim£4ICT., CONCRETE (2.0 KSI MIN.) 3/16• ITW TAPCON 1-1/2" 1-1/8" i HOLLO � �2'r CONCRETE (2.85 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 MIN. SOUTHERN PINE (G=0.55) 3/16' ffW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8' 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YELD MIN) #10-16 HILTI KWIK-FLEXOR FIW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060• 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRLLING SCREW FULL THREAD THRU 0.125" 7/16" • • MIN. EMBEDMENT SEE TABLE 1 1/4' MAX SHIM INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SFAI ANT BEHIND FLANGE BY INSTALLER 06B HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE 6 O 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. CLIZZPIE WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: BAT DATE: 06/18/12 DWG 6: REV.: CWS-812 C SCALE: 1:2 SHEET 6 OF 6 1/4/2018 Florida Building Code Online PLOR10A OCPARTMQNT OF Business Professional Regulation ►► OFFICE_ 4TME Y SECRETARY BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links Product Approval USER: Public User product Approval Menu > product or Aoolication Search > Aoolication List > Application Detail FL # 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 O Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • •• • •• • • • • •• • •• • • • • • • . • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE C✓ Validation Checklist - Hardcopy Received FL9520 R7 COI EvalReport836B.Ddf Standard AAMA 450-10 ASTM E1886-05 ASTM E1996-09 PA TAS 201/202/203 Year 2010 2005 2009 1994 • Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ12gTuypub1 ND0fxVcZHZ10%3d Florida Licensed Professional Engineer or Architect 1/2 1/4/2018 Florida Building Code Online FL9520 R7 Equiv FL9520 Eauivalencv.odf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/29/2017 10/02/2017 10/05/2017 12/12/2017 FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. Installation Instructions FL9520 R7 II CWS-836B.odf • • • Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes.... Evaluation Reports •• • FL9520 R7 AE EvalReoart83613•odf • • Created by Independent T1kiiFd Party: Ye: • • • • • • • • • • • 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horiambel & Vertical, Fin & Flange applications. (IMPACT) • • • • • • • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. • • s Installation Instructiolf9 • • • • • • • • • i FL9520 R7 II CWS-8370064. • • • • •• Verified By: Lucas A. Turjl;r. 542,1)1 • • • Created by Independent•Third Party: Yes • Evaluation Reports • • • • FL9520 R7 AE EvalReorrt8378+odf • Created by Independent a'rd Party: Yes• • • • • • • • •• • • • 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. Installation Instructions FL9520 R7 II CWS-838B.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R7 AE EvalReoort838B.odf Created by Independent Third Party: Yes Back contact Ila :: 2601 Blair Stone Road. Tallahassee FL 32399 phone; 850-487-1824 The State of Florida is an AA/EEO employer. coovriaht 2007-7013 State of Florida :: privacy Statement :: Accessibility Statem :: fLefund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hug. Product Approval Accepts: 101 iCheck Credit Card Safe SCCUril:1`\IETRICS' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZI2gTuypublND0fxVcZHZ10%3d 2/2 URNER ENGINEERING & CONSULTING, INC. Product Description: PVC 4" Mullion H-1759 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 837B September 26, 2017 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 6th Edition (2017) 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-837B, signed and sealed by Lucas A. Turner, P.E. • • • • • • 3) Test Reports NCTL-210-3833-1B, -IC, -4, -4A, -5, -5A, -6, and -6A, fromeNatiaial Cep tified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, ? f • • • • • • a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/0rAS?M E 1996- •••• •••• 04/06/09, and AAMA 450-06 ...• .•.. 4) Supplemental Calcs. to support CWS-837B, signed and sealed by Lucas A. Tlifier, P.E. •. • •• .. .• .• • Installation: Units must be installed according to approval document CWS-837BB • • • Limitations of Use: This product: • . • • • • • May be used up to the sizes and design pressures as shown in CWS-837B, using clips as,ilrgwn in CWS-837B • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System, Inc. windows, please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. • Requires 6063-T6 aluminum mullion and clip extrusions. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a fmancial 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 fmancial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-09-28 07:34+20:00 00.11111,11,. +, t,�©RE W ���ri `�.0ce_ ........ GEtN,g•• , • No 58201+ +•,y.V1).4. .L Z. * ; * ' * = 9/26/2017 :� STATE OF ,••d,U� Lucas A. Turner, P.E. OIhe: ,!:._ fir •' FL PE #58201 • • • • ANCHOR CLIP • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• 4" PVC MULL BAR - LARGE MISSILE IMPACT SHOWN w/DIFFERENT OPTIQNS • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• 1 •• O • 1 0 t1 II w i II II II O II B O 7 X 4 II II II 4 X ii II II X 1I'_4 eeee TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 DP CHARTS 2-3 BOM & EXTRUSIONS 4 EXTRUSIONS 5 SECTION VIEWS 6-7 CONFIGURATIONS & ANCHOR NOTES 8 INSTALLATION DETAILS 9-10 ANCHOR CLIP EXAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY • • • •• • • • • • • GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH • THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH • • VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL • D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. • • • •2! CONFIGURATIONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL. . • • • • 000 • • .• • • • • • II • • • • ••• •• ANCHOR CLIP 3. SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. (REFER TO SHEETS 2 3) 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD • DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. PRODUCT APPROVED FOR IMPACT RESISTANCE. USE OF SHUTTER IS NOT REQUIRED. 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. 7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. 10. VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY Lucas Turner 2017-09-28 07:13+20:00 gowir WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL zz 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 09/27/012 DWG #: REV.: CWS-837 B SCALE: 1:25 SHEET 1 OF 10 • • ••• • • • ••• •• •• • • •• • •• •• • • • • . •. •. •• •. • • • •• • . •• •• • • • • • • " Nulon H-1759, w ith 1522 alas using four (4) #10 screws %masonry latchgreogi eaqg eneof noon. Seeirohtpighj chart for further anchorage...ration. Oasgn Pressure Chart, PSF, for Non-htereected hpact PVC 4 OPENING SIZE (In.) . x 2 J -J i 48 3/4 SAP 45 51 57 63 69 75 3/8 81 87 93 1 99 107 3/8 114 120 126 132 138 145 3/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 53 1/8 63� 68 72 120.0 - 120. 120.0 120.0 120.0 120.0 120.0 120.0 112.1 120.0 120.0 119.6 108.8 101.4 120.0 120.0 110.3 100.0 93.1 120.0 117.9 102.9 93.1 86.5 120.0 111.7 97.1 87.5 81.1 118.6 106.5 92.1 82.7 76.5 115.1 102.9 88.5 79.2 73.1 120.0 112.1 d 99. 85.40 76.7 d 70.1 120.0 1 120.0 _110.7 j 109.1_ •8• 2.0•4 60.9• ` 73_6_y 71.6 • 67.6 65.5 120.0 lb 108. •48.b • •78. 120.0 120.0 120.0 120.0 120.0 120.0 108.6 3 • 7.9 �9.3' 1 68.1 a •" 61.8 63.2 `108.6 94.3 •77.4• 108.6 f •94.3 .77.2 .67.2• •t0.8 • •66.6 60.0 108.6 94.3 70.0 66.3 59.5 108.6 94.3 70.0 66.3 59.2 108.6 70.0 70.0 66.3 76 118.6 105.2 95.0 87.1 80.7 75.6 71.1 67.9 64.9 62.5 1 60.4 58.1 56.6 55.5 54.7 54.0 80 70.0 70.0 70.0 70.0 70.0 70.0 66.5 63.3 60.5 58.1 1 56.0 53.7 52.2 51.1 50.1 84 88 92 96 70.0 - 760 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.1 65.8 70.0 67.3 63.8 60.6 62.8 59.4 56.4 62.4 58.8 55.6 52.7 59.3 55.8 52.7 49.9 56.6 53.2 50.1 47.4 •50.9 49• N7.9 •446,.0 1• 45:1 .4 ■ •16.i �13.6 Ail • 45• • .• .- 47ar3. • . DP CHART IS FOR: NON -INTERSECTED IMPACT 4" MULLION 1759, 1522 CLIPS -(4)#10SC •• • • • • • ••• •• HORIZONTAL OR VERTICAL, USING (PER END): Wakil)_Wf1C1n ry MFTAJ " ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE orWZR:tr Design Pressure Chart, PSF, far Non-htersected hpact PVC 4' MhWon H-1759, with 1787 cfps ushg ab< (8) 810 screws ar masonry anchors per each end of nubon. See note bebw chart far further anchorage 5danation. OPENING SIZE (In.) 39 45 51 57 63 69 75 3/8 81 87 93 99 107 3/8 114 120 126 132 138 145 3/8 MULL LENGTH (In.) 48 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 53 1/8 120.0 120.0 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.5 116.0 115.2 114.9 70.0 70.0 70.0 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.9 113.4 109.6 106.5 103.2 101.3 100.0 70.0 70.0 70.0 70.0 72 120.0 120.0 120.0 120.0 120.0 120.0 113.9 108.8 104.3 100.6 97.5 94.1 70.0 70.0 70.0 70.0 70.0 76 120.0 120.0 120.0 120.0 120.0 112.5 105.9 101.0 96.7 93.0 89.9 86.4 70.0 70.0 70.0 70.0 80 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 84 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 88 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.5 67.3 92 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.5 65.2 96 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 65.3 62.2 58.5 DP CHART IS FOR: NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): 1767 CLIPS - (6) #10 SCREWS INTO WOOD or METAL - (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK Design Pressure Curt, PSF, fa Non-hlersected hpact PVC 4' ALIon FN759, w/1767 cape using six (8) 912 screws or 1/4" Bo Meows per each end of nudon. See note bebw chart for further anchorage idarnetvh. OPENING SIZE (In. 39 45 51 57 63 69 75 3/8 81 87 93 99 107 3/8 114 120 126 132 138 145 3/8 MULL LENGTH (in.) 48 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 53 1/8 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 70.0 70.0 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 70.0 70.0 70.0 70.0 72 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.7 112.6 70.0 70.0 70.0 70.0 70.0 76 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.7 111.3 107.6 103.5 70.0 70.0 70.0 70.0 80 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 84 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 88 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 92 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.2 96 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 65.3 62.2 58.5 DP CHART IS FOR: NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): 1767 CLIPS - (6) #12 SCREWS INTO WOOD or METAL - (6) 1/4" ELCO ULTRACONS INTO SOLID CONCRETE or WOOD OPENING SIZE TRPLE VERTICAL MULLION LU OPENING SIZEI-•- VERTICAL MULLION LU TRANSOM OVER TRPLE VERTICAL MULLION TWN HORIZONTAL MULLION co cL 0 k- MULL LENGTH TRPLE HORIZONTAL MULLION k- MULL LENGTH TWIWIRPLE HORIZONTAL MULLION OPENING SIZE MULL LENGTH NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. CaaggllOT WINDOW SYSTEMS 1900 SW 44TH AVE. or 4" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL ! ind ..9.. z i_cc-4 : _IL` A ' 1:Li ju.'-' Fir' [to CO>- 0: mw ceC7) ! xcl) kx9-w cruirt° :10.Li ji c4col- r STATE OF 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: DP CHARTS NON -INTERSECTED MULLS DATE: 09/27/012 DRAWN BY: ADE CWS-837 1:1 SHEET 2 OF 10 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42 3/4 48 3/4 53 1/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 111.1 120.0 112.9 102.7 120.0 105.8 96.3 120.0 114.2, • 57 63 120.0 120.0 120.0 120.0 120.0 118.6 120.0 108.1 111.2 99.3 102.8 91.8 95.0 85.0 89.1 79.7 99•1. 90.3s 83.6• 74.8 120.0 . 10/4a , • 9 • 85.0• a7`7.f 70.5 118.3 106.6 101.3. 96.0 • 80.3 • 74.3 • 66.6 .91.1 " •79.`• •72.• F•67.!� 60.4 103.4 ▪ 88.9 q 712 • 70.4 98.5 94.0 89.9 86.2 82.0 84.6. • 73.6 • 67.1• . 80.8 70.4 •64.2 77.3 67.4 61.5 74.1 64.6 59.0 70.5 61.4 56.2 • 65.3 . 58.6 3 .0 .59.5 53.5 57.0 51.2 54.7 52.1 68 120.0 120.0 108.4 98.9 90.9 84.2 78.0 73.2 68.7 64.8 61.3 55.5 53.9 51.5 72 120.0 112.1 101.4 92.5 85.1 78.8 73.1 68.6 64.5 60.8 57.5 52.2 50.7 75 3/8 • • •.. • • • •.• .. •• • • .• • •• •• . • • • • •• •• •. •• • • •• • • . ••.• •• • • • • Design Ressrre Chart, PSF, for hersected Frpect PVC 4' Mrfon F+1759, w/1522 clps using four (4) #10 screws or masonry ancrors•ee•ch sad oflmraan. See Mils be/py#ceart for further anchorage infornetion. OPENING SIZE (In.) 39 45 51 57 63 69 75 3/8 81 87 93 99 110 3/8 114 120 126 132 138 145 3/8 MULL LENGTH (in.) (7 119.7 95.9 87.7 80.7 74.8 65.2 .8 • • 5.7 • 49.�j! ,•'w • DP CHART IS FOR: •• ••• • • • •• INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): • 1522 CLIPS • • - (4) #10 SCREWS INTO WOOD or METAL - (4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK 106.2 69.4 61.3 • • • • ••• • • • • . • • • • • 1 Design Pressure Chart, PSF, for htersected hpact P7C4' M,Ilon i+1759, w Ith 1767 clps using sox (6) #10 screws or masonry anchors per each end of rru•on. See note bebw chart for further anchorage inforrration. OPENING SIZE (In.) 39 45 51 57 63 69 75 3/8 81 87 93 99 110 3/8 114 120 126 132 138 145 3/8 MULL LENGTH (in.) 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 110.3 105.0 48 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.5 114.9 109.6 104.7 100.3 96.1 91.5 53 1/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.5 108.1 104.9 100.0 95.5 91.5 87.8 83.6 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.1 110.7 100.2 97.2 92.7 88.6 84.8 81.4 77.6 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.7 111.4 105.0 99.2 89.9 87.3 83.3 79.6 76.2 68 120.0 120.0 120.0 120.0 120.0 120.0 116.1 109.0 102.3 96.5 91.2 82.7 80.3 76.6 72 120.0 120.0 120.0 120.0 120.0 117.3 108.8 102.2 96.0 90.5 85.6 77.7 75.4 75 3/8 120.0 120.0 120.0 120.0 120.0 111.3 103.3 97.0 91.2 86.0 81.4 73.9 DP CHART IS FOR: INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): 1767 CLIPS - (6) #10 SCREWS INTO WOOD or METAL - (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK 1 Desig Pressure Chart, PSF, for htersected hpact PVC 4' MelonF+1750, w sr 1 67 clps ushg six (6)1/12 screws or 1/4' Boo Ubacons per each end of nulon. See note bebw chart for further anchorage idorn•tbn. OPENING SIZE (In.) 39 45 51 57 63 69 75 3/8 81 87 93 99 110 3/8 114 120 126 132 138 145 3/8 MULL LENGTH (in.) 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 109.5 53 1/8 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.4 119.7 111.0 114.3 106.0 109.5 101.6 105.1 97.4 100.1 92.8 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.8 107.6 104.5 99.7 95.3 91.2 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.5 109.2 99.0 96.1 91.7 72 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.0 108.3 102.5 93.0 90.3 75 3/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.2 109.2 97.4 88.4 DP CHART IS FOR: INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END): 1767 CLIPS - (6) #12 SCREWS INTO WOOD or METAL - (6) 1/4" ELCO ULTRACONS INTO SOLID CONCRETE or WOOD TWIN/TRIPLE VERTICAL MULLION 0 OPENING SIZE HORIZONTAL MULLION SINGLE TWIN OR TRIPLE UNITS BELOW Mull LENGTH ---I NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. aggOiliff WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 4" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL STATE 0 F fed' 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: DP CHARTS INTERSECTED MULLS DRAWN BY: ADE DATE: 09/27/012 REV.: CWS-837 SCALE: 1:1 SHEET 3 OF 10 ITEM PART # DESCRIPTION 1 H-1759 MULL, 1 3/8" x 4", FLAT, PVC 2 S-1895 DRIP ADAPTER 3 S-1896 FLANGE ADAPTER 4 S-6018 MULL COVER 5 F-1522-014 RETRO FIT MULL ANCHOR CLIP 6 F-1522-027 RETRO FIT MULL ANCHOR CLIP 7 F-1767-002 L-ANGLE 4" MULL CLP, STANDARD 8 F-1767-005L L-ANGLE 4" MULL CLP, FIN, LEFT 9 F-1767-005R L-ANGLE 4" MULL CLP, FIN, RIGHT 10 F-1767-007L L-ANGLE 4" MULL CLP, RETRO FLANGE, LEFT 11 F-1767-007R L-ANGLE 4" MULL CLP, RETRO FLANGE, RIGHT 12 #10 x 1 1/2", PANHEAD PHILIPS ZINC 13 #10 FLAT WASHER 14 CAULK 15 #10 OR #12 HEX WASHER HEAD TEK SCREW '(see note below) 16 S-1898 4" HORIZ MULLION CLP, PVC 17 P-5132 MULLBAR CAP 18 #10 HEX WASHER HEAD TEK SCREW 19 #10 FH TEK SCREW • USE WOOD SCREW SEE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 11/16" 1/2" 1/16" DRIP ADAPTER S-1895 I 1/4" 12" 1/16" FLANGE ADAPTER S-1896 13/16" TOP VIEW 3 1/2" yl 4" HORIZ. MULLION CLIP S-1898 ava^ �113/16"—*{ — 7/16" 1/16" PVC MULL COVER-6018 TYP. FIN FRAME 4" MULLBAR H-1759 DETAIL A 4:1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1/8" • • ••• • • • ••• •• •• • • •• • •• •• • • • •• • • •• •• •• • • • •• • • • • •• • • • • • • • I • • • • • • • • • • • • • • • • • • • • • • • I • • •• • • • • •• • • •• • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • •• •• • • • •• • • • •• • • • • • •• •• • • • • • • • • •• • 1 7/16" (TYP.) 9/32" (TYP.) FRAME TYPE OPENING NEW RETRO FIN NEW "T" MULLBAR CLIP (F-1522-XXX) NOT " • r, ,, NDED F-1522-01472) F-1 b22-027 "L" MULLBAR CLIP (F-1767-XXX) F-1767-002 F-1767-007(L&R) or F-1767-002 F-1767-005(L&R) RETRO F-1522-027 F-1767-005(L&R) Caagootr WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC BOX NEW NOT RECOMMENDED F-1767-002 RETRO F-1522-014 F-1767-007(L&R) or F-1767-002 4 1/8" 4 3/4" 12") 11 15/16"I 3 7/8" 9/32" (TYP.) 1 9/16"� (TYP.) SCORE, BEND, AND BREAK TO REMOVE FIN 2 3/16" 4 7/8" 'OUTSIDE' RETRO CLIP (4") F-1522-027 O 1/4" THRU (TYP.) 3 1 nrcu 7/16" THRU (TYP.) II r r.) 0 1 11/16" 7/8" (TYP.)IM 113/16 (TYP.) Y O 2 1/4 ) OUTSIDE 7/16" (TYP.) 1 5/16" (TYP.) 1 23/16" 1/8" 4 7/8" RETRO CLIP (4") F-1522-014 4" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL z 3 aZ3 0w0 aw00 ZOz o:k,t Qm}(Da m h W ZF3 2 zm2<aWpc OcoO OIc/ a- Uv>�ZaI-voa O 7-�D0� ZUmZOu-U f 0w0F0Z 00cCoozzvi }/)0w//)w w1-0 CC • CC w 1- a a'a ,J,,PNO,,,, T i� • • No 58201 i G*; 0: .STATE OF :<0 •▪ �� <OR P�\�O 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DWG #: CWS-837 SCALE: 1:2 DATE: 09/27/012 REV.: B SHEET 4 OF 10 "L" ANGLE 4" MULL CLIP, RETRO FLG (LEFT) F-1767-007L • • ••• • •• • • • • •• • • • • • •• • • •• • ••• • • •• • • • • • • • • t. • • • • • • • • • • . •• I • • • • • • • •• I • • • • • ••• • • • • ••• • • •• • • • • I • • • • • • • • • • •• • • I • • • 11 I 'OUTSIDE' • • • • • • ••• • •• • • • •• • • • •• • • • • • • •• • • • • • • • • •• "L" ANGLE 4" MULL CLIP, RETRO FLG (RIGHT) F-1767-007R L 3/8" 1/8" 6 7/8" 7/16" (TYP) 1/4" (TYP) 1 5/8" 1/2' 2 3/4" 5" 4 1/4" OUTSIDE "L' ANGLE 4" MULL CLIP, FIN (LEFT) F-1767-005L 1/8" 6 7/8" (2 3/4") O 3/8" 1 5/8" J [OUTSIDE' 1/2"ter ,- 2 3/4 -- 5" "L" ANGLE 4" MULL CLIP, FIN (RIGHT) F-1767-005R (WOOD CONSTRUCTION ONLY) (WOOD CONSTRUCTION ONLY) FRAME TYPE OPENING "T" MULLBAR CLIP (F-1522-XXX) "L" MULLBAR CLIP (F-1767-XXX) FLANGE NEW NOT RECOMMENDED F-1767-002 RETRO F-1522-014 F-1767-007(L&R) or F-1767-002 FIN NEW F-1522-027 F-1767-005(L&R) RETRO F-1522-027 F-1767-005(L&R) lyWogolf (6 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC BOX NEW NOT RECOMMENDED F-1767-002 RETRO F-1522-014 F-1767-007(L&R) or F-1767-002 3 7/8' 1/8" 'OUTSIDE' 6 7/8' 7/16" (TYP.) 1/4" (TYP.) 1 9/16' (TYP.) 1 9/16" 3/8" (2X) 2 7/16" (2X) 2 7/16" 1/2" (2X) "L" ANGLE 4" MULL CLIP, STANDARD - F-1767-002 4" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION EXTRUSIONS DRAWN BY: ADE DATE 09/27/012 DWG REV.: CWS-837 B SCALE: 1:2 SHEET 5 OF 10 SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW (SEE DETAIL B) AA HORIZONTAL MULL BAR SECTION B FLANGE FRAME WINDOW • • ••• • • •• •• • • • • •• • • • • • • •• •• • • • • •• • .•• •• • . •• •• . •• • • • • • • • • • • • • • • • • •• • • • • • •• • • • • •• • FIN MUST BE REta VE WHERE WINDOW/ CONNECT Pi MU • • • • • • • SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW • .•• • • • • • • •• • • • • • • • • (SEE DETAIL B) 0s A HORIZONTAL MULL BAR SECTION FIN FRAME WINDOW APPLY SFAI ANT ALONG FULL LENGTH OF WINDOW FRAME GROOVE PRIOR TO ATTACHING COVER oBA VERTICAUHORIZONTAL MULL BAR SECTION BOX FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW (SEE DETAIL A) FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL O6 VERTICAL MULL BAR SECTION FIN FRAME WINDOW APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP ADAPTOR DETAIL A APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING FLANGE ADAPTOR Ca01098 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 wWW.CWS.CC 4" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL ,,,`,,,ND,,,, Pq P T �� . No 58201:1�i *; * ,* ::vs er •:9Q; STATE OF CUB O R ,,,,S,,,NA„ ,,,� 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS MULLS DRAWN BY: ADE DATE: 09/27/012 DWG A. CWS-837 B SCALE: 1:2 SHEET 6 OF 10 • • .•• • • . ••• •• •• • • • .• .• • • • • • •• . . •• • • • . • • . ••• . • •. • • • . . •• •. . • . •.• . •• •• • . •.. t jj • • O I • I If ` f 1 I I jj•i. l •• •—LT .--'• ,L JJi i I f li>L= • inr 7 r r- ten, • v�� 11 llsn-JJ� �, f}�l — JLr cc ,ll cm.. JL �-, T. • • •• • • •• • • • • • • • • • • • • • • • • • • .• .•• .• • • •• • • •.• • •• .. 3" HORZ. MULLION CLIP (SEE NOTE 1) SEE NOTES 1 & 2 (1 EA./CLIP) A TOP VIEW FIN FRAME 1 11/16" MAX EDGE DIST. 3" MULLBAR (H-1758) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) SEE NOTE 4 07 CC 4" HORIZ. TO 3' VERT. MULLBAR SECTION FLANGE FRAME WINDOW SEE NOTES 1 & 2 (2 EA./CLIP) 11/16' MAX EDGE DIST. 1 07 C 4" HORIZ. TO 4" VERT. MULLBAR SECTION FLANGE FRAME WINDOW SECTION VIEW A -A SEE NOTES 1 & 2 (2 EA./CLIP) 5' MULLBAR (H-1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) 11/16" MAX. E▪ DGE DIST. 07 C 5" HORIZ. TO 4" VERT. MULLBAR SECTION FLANGE FRAME WINDOW NOTES: 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 18, AS SHOWN ABOVE. 2. PRE -DRILLED HOLES (THRU WV CLIPS 5117 OR 5118), BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9/32" AND A MINIMUM CENTER TO CENTER SPACING OF 1/2". 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL Ns •.•ANCENS.6••1(„ 6 • No 58201 •L�?1 * **? ":.▪ 90: STATE OF ;LUZ' ,ss'ONA, E.`�, 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRFTION: SECTION VIEWS MULL INTERSECTIONS DRAWN BY: ADE DATE: 09/27/012 DWG #: REV.: CWS-837 B SCALE: 1:2 SHEET 7 OF 10 TWIN VERTICAL MULLION f-- OPENING SIZE --I TWIN HORIZONTAL MULLION 1 NOTES: MULL LENGTH • ••• • • • ••• • •• • • •• • •• •• • • • •• •• •• •• • • • •• • •• •••• •• • •• • •• •• • •• • • • ••• • •• • • • ••• TRIPLE. • VERTICAL MULIIOW • • • • • • • • •• • • •• • • • • • • • • • • • •• • OPENING SIZE F� TRIPLE HORIZONTAL MULLION T OPENING SIZE 0 z 0 0 1—i_—MULL LENGTH —•) • TRANSOM OVER TWIN • • -?ICAL ION • • • • •• • • • • • • • • • • • • • TRANSOM OVER TRIPLE VERTICAL MULLION NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. 1- z J J II i OPENING SIZE - - OPENING SIZE F� TWIN/TRIPLE HORIZONTAL MULLION MULL LENGTH I T W IN/TRIPLE VERTICAL MULLION 0 z w f L I-� OPENING SIZE HORIZONTAL MULLION F C7 0 L SINGLE TWIN OR TRIPLE UNITS BELOW f�-- MULL LENGTH 1. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 2. MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9. 3. ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 9. 5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE OPTIONAL. 6. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. 7. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS) WIN DOW [S•�1- WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: CONFIGURATIONS AND ANCHORAGE NOTES DRAWN BY: ADE DATE: 09/27/012 DWG#: REV.: CWS-837 B SCALE: 1:1 SHEET 8 OF 10 SEALANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 • • ••• • • • •.• •. •. • • . •• •• . • • . •. •• •• • • . • • • • • . .• • • • • •• • • • • •. • • • .. • • • • •.. INSTALL ANCHORS THRU ANY THREE OF THE FIVE HOLES SHOWN ON EACH SIDE OF MULL BAR. • .•• • • •TCP YIk-W •. • • MALL: LII� 17�70�2 ANCHOR REQUIREMENT • • • • • RETRO FIT MULL BAR CLIP MULL BAR INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REQ'D TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 VERTICAL SECTION TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION SEALANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS ALIBSTMATelTPt ANCHOR TYPE MIN. EMBE 3" CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1" 85JSSI MIN) 3/16" ELCO ULTRACON 1-3/4" " HOLLOW or GROUT-FLLED CMU (ASTM C-90) or 1767 CLP INTO SOLID CONCRETE (2.85 KSI MN.) 1/4" ELCO ULTRACON 1-1/4" 2-1/2" 2XMIN. SOUTHERN PINE (G=0.55) 3/16" TAPCON OR ELCC O ULTRACON 1-3/8" 7/8" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YELD MIN) #10-16 HILTI KWIK-FLEXOR fTW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060' 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" EOs VERTICAL SECTION L" ANGLE MULL BAR CLIP TWO REQ'D PER EACH END OF MULL INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REQ'D TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION NOTES: 1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. 2. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. 3. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 4. FOUR (4) ANCHORS REQUIRED PER "T' MULL CLIP, SEE SHEETS 2-3 THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3. 5. SEAT MULLION TIGHT TO MULL CLIP. 6. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. Cosgote WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 4" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL z�- 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS FLANGE DRAWN BY: ADE DATE: 09/27/012 DWG #: REV.: CWS-837 B SCALE: 1:2 SHEET 9 OF 10 SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 • • ••• • • • ••• •• •• •• •• • •• •• • • • • • • • • • • • • • • ••• • • • • • . • • • • • • • ••• • • • • ••• • • • • • • • • •• • • • • •• • •• • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• ••• •• • • • • • •• . • • • • ••• •• "L• ANGLE MULL BAR CLIP TWO REQ'D PER EACH END OF MULL INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN. EMBEDMENT SEE TABLE 1, SHT 9 MIN. EDGE DIST. VERTICAL SECTION SEE TABLE 1, SHT 9 TYPICAL FIN ("L" ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION • SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 VERTICAL SECTION RETRO FIT MULL BAR CLIP INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN. EMBEDMENT SEE TABLE 1, SHT 9 MIN. EDGE DIST. SEE TABLE 1, SHT 9 TYPICAL FIN (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION NOTES: 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. 2. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 3. FOUR (4) ANCHORS REQUIRED PER "T MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3. 4. SEAT MULLION TIGHT TO MULL CLIP. 5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 4" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL ,`�.G!.PNORE W.... •Pr GP • v : No 58201 •".�`) E * Si) STATE OF W� '„SS•�ONAet4.. 414 . 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS FIN DRAWN BY: ADE DATE: 09/27/012 DWG9: REV.: CWS-837 B SCALE: 1:2 SHEET 10JF 10