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WS-20-49Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS -01-20-49 " Permit Type: W1nd0ws/ShUft0r$ Y �V�ar?Classification: Window/Door Replacement Permit Vitus^"Approved ISSM Da- 01/17/2020 Expiration: 07/08/2020 Location Address Parcel Number 138 NW 107TH ST, Miami Shores, FL 33168 1121360080200 Contacts Marvin Armstrong Owner FHIA LLC Contractor 138 NW 107 ST WAYNE BURNETT Business: 9547924415210 PERMITS@FHAPRODUCTS.COM Description: REPLACE 3 WINDOWS W/IMPACT SIZE FOR SIZE Valuation: $ 12,284.00 Inspection Requests: OS -762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $7.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $2.60 Scanning Fee $9.00 Technology Fee $3.25 Windows/Shutters Fee $80.00 Total: $156.65 Payments Date Paid Amt Paid Total Fees $156.65 Credit Card 01/10/2020 $50.00 Credit Card 01/17/2020 $106.65 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conform i y ith the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assu esponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAk, L BING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify t t II he f "ng-if►#emtation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ore, I uthorize the above named contractor to do the work stated. Authorized Signature: Owner / / Contractor / Agent Date January 17, 2020 Page 2 of 2 - Miami a Shores Villag � 0�©Q. �Building Department AN 10 2020 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY. Tel: (305) 795-2204 Fax: (305) 756-8972 / \ INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201 BUILDING Master Permit Nows—ok — 20 ^ qp. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF CANCELLATION SHOP c CONTRACTOR DRAWINGS JOB ADDRESS: Jy �N to 7 S+ City: Miami Shores County: Miami Dade zip:, 3 l 6 folio/Parcel#: U — �- 0& 0:8 —d)-00 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: 1�]�, Flood Zone: BFE: FFFE:1 �n OWNER: Name (Fee Simpler Titleholder):V KkKVk (INS 1(20 UG Phone#: -3ob c308 '1,ai; O Address: 13 S Nw i 0-T s T City: 1M hmk' State: PC Zip: 3,3/68 Tenant/Lessee Name: Phone#: Email: Upawl 131- LC,O(Y\ CONTRACTOR: Company Name: f 41 A L- -C Phone#: q54 884 @500 Add City Qua State Certification or Registration #: C6(, (()j�q6 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: nn City: State Value of Work for this Permit: $�� J4. Qt,� Square/Linear Footage of Work: M Type of Work: ❑ Addition Q❑ Alteration ❑ New Reppanir�/R place ,/Demolition Description of Work: k ff f1 CF 3 W 1 N �owS l.J-' (((h Y `�'�I / 11 5-1 ( Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Permit Fee $ CCF $_ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CO/CC $ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ 16(92 - os Bonding Company's Name (if applicable) Bonding Company's Address City S1 Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with on 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 perms is issued. In the absence of such posted notice, the ed. K inspection will not be approved and a reinspection fee will be charg� %, Signatur NERorA E T The foregoing instrument was acknowledged before me this day of —)atm LA&- 20 kO by wh i ersonal I nown to me or who has produced identification and who did take an oath. NOTARY Print: Seal: 3;1:•, ABDIEL R. CASTILLO �. •.. MY COMMISSION # GG 079600 EXPIRES: March 6, 2021 .,,,,,,a• BVKW Tluu Notary P ft Lh;j iters ************************** * APPROVED BY (Revised02/24/2014) as Sign CONTRACTOR The foregoing instrument was acknowledged before me this day of rCXC&,r•nJ __, 20 , by WlX�1RQ, T who is ersonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: }6. Seal: �� Notary Public State of Florida Juan Andres Zurita +� • My Commission GG 941102 'iaA Expires 12/18/2023 ****** **************** 6IAfl'o Plans Examiner Structural Review Zoning Clerk Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval NOA - -- )J I\ off. T. &"VjeT�- /Owner Signature Date Print Name Property Search Application - Miami -Dade County Page 1 of 1 A'* k �# i OFFICE OF THE PROPERTY APPRAISERIV Summary Report Property Information Folio: 11-2136-008-0200 Property Address: 138 NW 107 ST Miami Shores, FL 33168-4309 Owner MARVIN E ARMSTRONG Mailing Address 138 NW 107 ST MIAMI SHORES, FL 33168-4309 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,570 Sq.Ft Living Area 1,242 Sq.Ft Adjusted Area 1,406 Sq. Ft Lot Size 9,150 Sq.Ft Year Built 1950 Assessment Information Year 2019 2018 2017 Land Value $206,472 $196,886 $196,886 Building Value $97,858 $97,858 $97,858 XF Value $4,131 $4,177 $4,223 Market Value $308,461 $298,921 $298,967 Assessed Value $106,400 $104,417 $102,270 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment School Board Exemption Value $25,000 $25,000 Cap Reduction $202,061 $194,504 $196,697 Homestead Exemption $25,000 $25,000 $25,000 Second $54,417 $52,270 Regional Exemption Value 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 DUNNINGS MIAMI SHORES EXT 4 PB 48-20 LOT 4 BLK 205 LOT SIZE 75.000 X 122 OR 14843-2606 1290 1 Generated On : 1/1/2020 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $56,400 $54,417 $52,270 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $81,400 $79,417 $77,270 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $56,400 $54,417 $52,270 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $56,400 $54,417 $52,270 Sales Information Previous Sale Price OR Book -Page Qualification Description 12/01/1990 $71,000 14843-2606 1 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://www8.miamidade.gov/Apps/PA/propertysearch/ 1/1/2020 Florida Home Improvement Associates License No. CGC 061890 / Q844818 3044 SW 42nd St. Ft. Lauderdale, FL 33312 k�y 5 v .JI�� vAk MARVIN ARMSTRONG / 1020937 138 NW 107 ST MIAMI SHORES FL 33168 FLORIDA HOME IMPROVEMENT ASSOCIATES Home Improvement Contract 305-308-4250 marmst1312@aol.com Page 1 of 9 Broward: 954-792-4415 Miami Dade: 305-545-4469 Fax: 954-792-2170 Web: www.fhaproducts.com Email: info@fhaproducts.com Date: 12/27/2019 Rep: Kory Wilcox This Contract is made and entered into this date of 12/27/2019 by and between Florida Home Improvement , Inc, a Delaware Corporation known as ("Contractor" or "FHIA"), and Owner(s) named above of the property located at the address listed above known as ("Owner"). The Contractor agrees to perform the work described below at the property listed above: 1) Remove existing units to be replaced (Note: Removed items likely to be damaged.) 4,•••• . 2) Prepare opening as necessary to receive replacement units. 000.0. 0000 000000 • Everything is built with engineering glass, with Custom window systems. • • • • • • 0000.. • • • • • • 0000.. 3) Total number of windows being installed • • • • • 0000 4) Total number of doors being installed • • • • 0000.. • • • • • 00 0000.. 5) Work NOT to be completed: 0000 0000. • 0000.. The rest of the house, however the house has a 2 year price freeze on the entire Home;ith ; • • • •• • • transferable warrantys •• 0 0 . . .. 000000 0000 6) If applicable, remove the following shutter panels, and/or security bars. (specify) 000000 0 7) Special Instructions: 90 Day deferment on payment .Manufacture warranty's hand given ACCIDENTIAL Glass Hurricane Breakage Framing and Parts. No touch up paint, paint ready 8) Cleanup job debris and provide necessary permits and insurance. If applicable, in the event that Contractor is unable for whatever reason to obtain proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. 9) Additional Work: (No finish work other than normal installation is to be done unless noted below) All wood bucking dry wall cement caulking permits engineering inspection included the price will never change MARVIN ARMSTRONG / 1020937 (Customer's Initials) /S� Homeowner's Association NO Total Contract Price (including all discounts) $12,284 warranty: t;ontractor will provide provide warranty information to Owner within 30 days after completion and final payment. Schedule: Contractor Shall Commence the work 7 days after execution of this Contract (The "Commencement Date) and shall endeaver to complete all work hereunder within 120 days after the commencement date. z C,- rr: tn' c-nV,- i.=11%, LeapToDigital.com 1.5.3 Page 3 of 9 FHIA Retail Price $16,853 Wholesale Club Discount $1,685 Quantity Discount $1,517 Dollar Discount $1,367 Total Contract Price (including all discounts) $121284 Deposit 0.00 Balance Due $121284 Balance Form of Payment Finance Vinyl Impact Windows Window Style 3 Lite Roller Window Brand Custom Window Systems - yI Window Style Glass Type Solar Max with Neat Technology Quantity 1 1/3 1/I -' 1�' Location Family Room Insulated Included A F A Interior Color White Size Exterior Color White 110 X 63 Finance Details 000. •Custon. window System 0000.. • • • • • • IrtClotietl 0000.• 1IQX58 0000 0000.. 0000 . 0000. . 0000. 0000 0000. • • • • �ustolt>mptlow SW4;1P. lS 0000.. 0s•, 0 .. . Irlciludtd 5,3X5b . 0000.. .. . 0000 0 0 0000 Amount Financed $12,284 Estimated Monthly Payment $146.73 Term Quoted 144 Months Interest Rate Discussed / Quoted 9.99% Finance Plan 9.99% 144 Months FINANCING APPROVAL AND TERMS ARE SUBJECT TO A CREDIT REVIEW BY THIRD PARTY LENDERS By selecting the finance option for the partial or full payment of the project, the Owner agrees to sign all finance completion forms the final day of installation. The scheduling and completion of the final inspection will be scheduled for the next available day and ALL checklist Items, parts, replacement or damaged product reorders will be completed in a timely manner as part of our service policy. a) Do not sign this Contract or any financing documents in blank. You are entitled to a copy of the contract at the time you sign. b) The financial documents provided by the lender to this home improvement contract may create a lien to your property. c) Be sure you understand all provisions of the Contract and financial documents before you sign. This space iriv ntion�dly left blank LeapToDigitalxom 1.5.3 Window Style 3 Lite Roller Window Brand Glass Type Solar Max with Neat Technology Quantity u< l�Z v< Location Living Room Insulated A F A Interior Color White Size Exterior Color White yI Window Style 2 Lite Roller Window Brand t: , I Glass Type Solar Max with Neat Technology Quantity > Location Bedroom 2 Insulated A F Interior Color White Size i Exterior Color White Additional Details Front window Finance Details 000. •Custon. window System 0000.. • • • • • • IrtClotietl 0000.• 1IQX58 0000 0000.. 0000 . 0000. . 0000. 0000 0000. • • • • �ustolt>mptlow SW4;1P. lS 0000.. 0s•, 0 .. . Irlciludtd 5,3X5b . 0000.. .. . 0000 0 0 0000 Amount Financed $12,284 Estimated Monthly Payment $146.73 Term Quoted 144 Months Interest Rate Discussed / Quoted 9.99% Finance Plan 9.99% 144 Months FINANCING APPROVAL AND TERMS ARE SUBJECT TO A CREDIT REVIEW BY THIRD PARTY LENDERS By selecting the finance option for the partial or full payment of the project, the Owner agrees to sign all finance completion forms the final day of installation. The scheduling and completion of the final inspection will be scheduled for the next available day and ALL checklist Items, parts, replacement or damaged product reorders will be completed in a timely manner as part of our service policy. a) Do not sign this Contract or any financing documents in blank. You are entitled to a copy of the contract at the time you sign. b) The financial documents provided by the lender to this home improvement contract may create a lien to your property. c) Be sure you understand all provisions of the Contract and financial documents before you sign. This space iriv ntion�dly left blank LeapToDigitalxom 1.5.3 jIf VO\ f ! I r ' n Specialty Engineering Consultants, Inc F " Wind Veloctes in Seu[h Florida1599 SW 30 Avenue, Suite #20F4' 4 Boynton Beach, FL 334326 Dadc Broward Palm Bmch p sn FL CA # 009217 Risk Cat. I 165 156 156 Low r k to h a s f shads 'ds, Risk CaL2 175 17U 170 S I F '1 Rc Risk Ca3&4 186 181) 180 E,- al Fauhum P:=`h'(GCi-C'lP Intstuclions and limitations of Use 1 Charts provide wind pressures based on the mean roof height And shall not exceed 60'-0". 2 Design pressures are for an enclosed builindi shuttersor other impact resistance protection r uired . V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-1a 3 User shall determine the mean roof height, Eave height+ Roof Peak 2. isk Categury 11 Table 15-I, page 2 4 End zone distance is the lessor of 10% of le ih, 10% o(width, or 40% of the mean roof height and not less than 3'-0" Exposae C Section 26.7 5 If 50% of a component is in a particular zone than Oat com nent b considered do be in zone with the ma' nil of the area. If questionable then lace in Zone 5 Kd 0.85 Tablc 26.6-1, page 250 6 Each component, window, door, mullion has a tribute area that is area to be used. Area of com nems to rounded down bud shall not be less than 10 sf. Kn 1 Fig- 26.8-1, page 252 7 For NOA's that r uire a Kd=1.0 then mu8i the values hated herein b 1.18. GCpi 0.18 -0.18 0.55 6 Wind ressures are based on Allowable stress desk n. Pitch of raol' 4/12 18 4 dcgrcm 9 Design ressures listed herein are valid for Exposures B and C and re D. max roof he' ht 59' theta 18.4 degrom 10 Charts and values listed herein are onl valid when signed, dated, and sealed b Ga McDo le, PE #56214 or Mark LeBlanc, PE #35683 or Adam D. LeBlanc, PE#77012 11 Wind des' n pressures are cabuleted in accordance with ASCE 7-10, Method 2. This calculation is vaid for FBC 2014 5th edabn and 2017 (6th edition) 12 No reduction is aken for sbpes less than 10 degrees Arm ofcom nun Arm of com n nort Arm ofcom m nt Ana of- rnl nt Ana ofcom cn ca Arofo ni ncnt Arm ofcotn m n n Arm uF- nun comt Arm ufnun Arm ofcl'com n.1 Ana o5.0 10.0 sf ISOsf 20.0 sf 25.0 sf 30.0 sf 35.0 sf 40.0 sf 45.0f 50.0A 5omnun sf 600sf Mcan Rwf Height Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zowe Jones 40.1 40.1 38.8 38.8 38.4 38 4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 �4 35.0 35.0 35.8 3504 15 -43.4 -53.6 -42.2 -51.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.8 -39.4 • -46.0 -39.0 -4112 -31.6 �4 .5 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 3 36.3 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 -40.9 • •6� -47.8 -4n k -47.0 -40.1 -46.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 0 0 0 1ge 37.5 37.5 21 -46.6 -57.6 -45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 1 -52.6 -43.6 1 -51.8 -43.1 1 -51.0 -42.7 1 -50.2 -42.3 -49.4 -41.8 .5 -4 *4 +47.7 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 1 40.5 40.0 40.0 39.5 39.5 39.6 39.1 38: 8.6 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 • OA9 1 -42.6 -49.1 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► • • •4•.S 39.j • 9', 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 !4_4 .1 .43.6 •• 0-90.3 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 • 41.4 40.9 40.9 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 •40.5 -53.2 -45.11 4 • 152. -44.6 -51.4 47.3 47.3 45.8 45.8 45.3 45.3 44.8 44.8 44.3 44.3 43.8 43.8 43.3 43.3 42.8 42.8 42.3 42.3 41.8• 41.8• 41.11 •• 41.1 33 -51.3 -63.3 -49.8 -60.6 -49.4 -59.7 -48.9 -58.8 -48.4 -57.9 -47.9 -57.0 -47.4 -56.1 -47.0 -55.2 -46.5 -54.3 -46.0 -53 4 -45. 0Sd.5 48.2 48.2 46.6 46.6 46.1 46.1 45.6 45.6 45.1 45.1 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.5 • 42.5• 42.0421.0 36 -52.2 -64.5 -50.8 -61.7 -50.3 -60.8 -49.8 -59.9 -49.3 -59.0 -48.8 -58.1 -48.3 -57.1 -47.8 -56.2 -47.3 -55.3 -46.9 0-54.40 -46. •053.10 49.0 49.0 47.4 47.4 46.9 46.9 46.4 46.4 45.9 45.9 45.3 45.3 44.8 44.8 44.3 44.3 43.8 43.8 43.3 43.3 42.7 4 0 91IP7 39 -53.1 -65.6 -51.6 -62.8 -51.1 -61.8 -50.6 -60.9 -50.1 -60.0 -49.6 -59.0 -49.1 -58.1 -48.6 -57.2 -48.1 -56.2 -47.6 -55.3 -47.1 -54.4 49.7 49.7 48.2 48.2 47.6 47.6 47.1 47.1 46.6 46.6 46.1 46.1 45.5 45.5 45.0 45.0 44.5 44.5 43.9 43.9 43.4 43.4 42 -54.0 -66.6 -52.4 -63.8 -51.9 -62.8 -51.4 -61.9 -50.9 -60.9 -50.4 -60.0 -49.9 -59.0 -49.4 -58.1 -48.9 -57.1 -48.4 -56.2 -47.9 -55.2 50.5 50.5 48.9 48.9 48.3 48.3 47.8 47.8 47.3 47.3 46.7 46.7 46.2 46.2 45.7 45.7 45.1 45.1 44.6 44.6 44.1 44.1 45 1 -54.8 -67.6 -53.2 -64.7 -52.7 1 -63.7 -52.2 1 -62.8 -51.7 1 -61.8 -51.2 1 -60.8 -50.6 1 -59.9 -50.1 -58.9 -49.6 -58.0 -49.1 -57.0 -48.6 -56.0 51.2 51.2 49.5 49.5 49.0 49.0 48.5 48.5 47.9 47.9 47.4 47.4 46.8 46.8 46.3 46.3 45.7 45.7 45.2 45.2 44.7 44.7 48 -55.5 -68.5 -53.9 -65.6 -53.4 -64.6 -52.9 -63.6 -52.4 -62.7 -51.9 -61.7 -51.3 -60.7 -50.8 -59.7 -50.3 -58.8 -49.8 -57.8 -49.3 -56.8 51.8 51.8 50.2 50.2 49.6 49.6 49.1 49.1 48.5 48.5 48.0 48.0 47.4 47.4 46.9 46.9 46.3 46.3 45.8 45.8 45.2 45.2 51 -56.2 -69.4 -54.6 -66.4 -54.1 -65.4 -53.6 -64.4 -53.1 -63.5 -52.5 -62.5 -52.0 -61.5 -51.5 -60.5 -50.9 -59.5 -50.4 -58.5 -49.9 -57.5 52.4 52.4 50.8 50.8 50.2 50.2 49.7 49.7 49.1 49.1 48.6 48.6 48.0 48.0 47.4 47.4 46.9 46.9 46.3 46.3 45.8 45.8 54 -56.9 -70.2 .55.3 1 -67.2 -54.8 -66.2 -54.2 -65.2 -53.7 -64.2 -53.2 -63.2 -52.6 -62.2 -52.1 -61.2 -51.6 -60.2 -51.0 -59.2 -50.5 -58.2 53.0 53.0 51.4 51.4 50.8 50.8 50.2 50.2 49.7 49.7 49.1 49.1 48.6 48.6 48.0 48.0 47.4 47.4 46.9 46.9 46.3 46.3 57 -57.5 -71.0 -55.9 -68.0 -55.4 -67.0 -54.8 -66.0 -54.3 -65.0 -53.8 -64.0 -53.2 1 -62.9 -52.7 -61.9 -52.1 -60.9 -51.6 -59.9 1 -51.1 -58.9 53.6 `53.6 + - 519; 51.9 51.4 "51:4' -50'8"'-'--50.8 50.2 50.2 49.6 49.6 49.1 49.1 48.5 48.5 47.9 47.9 47.4 47``4``` �2 ItkftjpZ 60 _ 58.2 +. d 1-71.81 -56.5 -68.7 -56.0 -67.7 -55.4 -66.7 -54.9 -65.7 -54.4 -64.6 -53.8 -63.6 -53.3 -62.6 -52.7 -61.6 -52.2 (6b {�I� A-59.S�Z BY DATE CFP r LAJ r Ai -r FF_T-'�n� -- 1 4 U ia' f EN'r EnED JAN 10 2020 BY: (Z�� No. 7701 2 AL 17-1 li BATH BED EGRESS 51-7/8 X 49-3/8 (+/-60) FL16736.1 .0.. W O O •••••• 0000.. a a� Ic Io � W F J W a � r) J .'..,. LIVING r = tlr4••' `K .. ..� w L N 109-1/2X61A,IQ. • (+/- 60) : • . • • ;1 r 0 • 00 `� ENTRY x cn 0000 Y w "- W Vt w� w< G O x 13 Y N s ?? 9 (+/-60) I 0, OL rz_• FL16736.2 Q. u J ice' m N Nit w Z 17-1 li BATH BED EGRESS 51-7/8 X 49-3/8 (+/-60) FL16736.1 138 NW 107 ST MIAMI SHORES FL 33168 0000.. 0000.. 0000.. 0000. 0000. 0000.. • • •0000. 0000.. .0.. DINING KIT •••••• 0000.. .. . • • • 0000.. .'..,. LIVING ....T FAMILY tlr4••' .. ..� 109-1/2X61A,IQ. • (+/- 60) : • . • • ;1 FL16736.2 0 • 00 `� ENTRY •1 ; ' • 0 0000 Y 0000 110 X 48-3/8 (+/-60) FL16736.2 138 NW 107 ST MIAMI SHORES FL 33168 0000.. 0000.. 0000.. 0000. 0000. 0000.. • • •0000. 0000.. rn� ti BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications Contact Us I BCIS Site Map I Unks Search I FI rida Product Approval USER: Public User O P E N# 1 ..yytv+w��yye� li��L p tr,�a.a dun.. Pmdurt Anoroval MPnn > Product or Anolicatinn SParrh > ARnliratinn Lis[ > Application Detail FL # FL16736-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Lucas A. Turner Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 Keystone Certifications, Inc. (352) 368-6922 Ext 291 Quality Assurance Contract Expiration Date jlathrop@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 Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE C Validation Checklist - Hardcopy Received Certificate of Independence FL16736 R2 COI EvalReoort871C.odf Referenced Standard and Year (of Sta4dard)• •• • Year • • • • • RAt A�*DOA/tS4/jtl/I.S.2/A440-08 2008 ' • • • • •ASTM E1886-05 2005 ASTM E1996-09 2009 �A/T"4P01/2#Wf0 %• 1994 • YY• • Equivalence of Product Standards • •0 • Y • • • • Certified By • • • ••• • • • • • • • • Sections from the Code Product Approval Method Method 1 Option D Date Submitted •••• Date Validated • • • • 0000 •000•• 12/12/2017 • • •• • Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReoort871C.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. •00000 •0•0 • HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-869C.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes •00.0. Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReDort869C.odf 0.0.0. e • ...... • ...... .... • Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products I FL # Model, Number or Name Description 16736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-871C.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReoort871C.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-869C.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReDort869C.odf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Back Next Contact us :: 2601 Blair Stone Road. Tallaha« F1 M99 Phonem 850-487-1824 The State of Florida is an AA/EEO employer. Coovdaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_. Product Approval Accepts: • • • Credit Card Safe 6666.. 6666.. 6666.. 6666. 6666. 6666.. 6666.. 6666.. TURNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 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 6`h 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 -871 C, 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/I.S.2/A440 `08 4) Supplemental Calculations to support CWS -871 C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -871C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -871 C • 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 Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t • � Requires Q anex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206. lOt .I hove evalitateo the materials in these NOAs and find that they comply with the requirements of the '.6"' Fd. (20J 7) Flprida Building Code for use in this product. CcMfitation 9tfpdependence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest'in CusPoi'n Window Systems or in any company manufacturing or distributing products for which thi%-.�t is be"ued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entitV.4wolved in the testing or approval process of this product. 9 06.699 6666.. 6666 6666 Lucas Turner 2017-08-30 16:09+20:00 I' NDREwillifiW y��ii . r : No 582€11 ;9 STATE OF 00..0 -..,� ;5.` 8/29/2017 ��'46, •S • •� R ��� Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER - LARGE MISSILE IMPACT 75 1/4" MAX. OVERALL FLANGE WIDTH 74" MAX. UNIT WIDTH 33" GLASS DLO 64 1/4" MAX. FLANGE 59 9/16" MAX. SASH GENERAL NOTES: //�j_ *r I /yyWINl)DDO/ 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT W SYSTEMSL� EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. W W W.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO". 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 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS -8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS LucasTurne r 2017-09-22 13:58-04:00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8200 PVC HORZ. SLIDER IMPACT Z_ <z3 H owo OW06 5: Pw�zr3��x Z zmm<wWpo 0 oI-o ax�w U UWI-za-Hum UU OZ ZODUW=3wozaap K� U) z I'_ 00w> =)wL)w O w�a � a- X: a a w '_ 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE I 10/10/13 CWS -871 C ALE: SHEET 1:15 1 OF 5 TABLE OF CONTENTS of ••• •• • 000 • • • • • *60 • • • •• ••• • ....1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPAC A I G• • • • • • • • • • SECTION VIEWS &GLAZING DETAILS....2 SECTION VIEWS & GLAZING DETAIL • • • • EXTRUSIONS & B.O.M ...............................3 74" x 63" +/- 60 PSF LARGE MISSILE iMPAC7 • • • • • • ANCHOR SCHEDULE & NOTES................4 INSTALLATION DETAILS ...........................5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8200 PVC HORZ. SLIDER IMPACT Z_ <z3 H owo OW06 5: Pw�zr3��x Z zmm<wWpo 0 oI-o ax�w U UWI-za-Hum UU OZ ZODUW=3wozaap K� U) z I'_ 00w> =)wL)w O w�a � a- X: a a w '_ 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE I 10/10/13 CWS -871 C ALE: SHEET 1:15 1 OF 5 INTERIOR SECTION A -A SECTION C -C ALTERNATE FIN FRAME INTERIOR SECTION B -B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS 1:20 Hnki r.1 ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) • 6 •3 4 i i • • GS �YPE4 • • ♦:1 • —7/8" OVERALL —1/8" ANNEALED or TEMPERED —7/16" AIRSPACE —5/16" LAM —1/8" ANNEALED —9M DUPONT PVB INTERLAYER — 1/8" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 • • • • 1,- GLASS BRE QUANEX DURASEAL IG SPACER • • • • • • • • • • • % •• • • • % •• 000 0 0 0 000 • 0 0 ,Igom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT ? 3 azo owo QWpw Z WJE W zOz Q'—zH Of u- ~-w zr7c 0O��= Z zxfaafwOQ O OHO Q=Fw U Uy HZd�yd cn Z z z)—zjUw Hzu-mo L -z Ill Oowv}iow�w ILw W QJfnF a O WI--w=WW a :rw u, .0%P,ORE N T . No 58201 '' t O' .'STATE OF ,SS�ONA ; `I;_;, 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EET DESCRIPTION: SECTION VIEWS AND GLAZING DETAIL AWN BY: DATE: ADE 10/10/13 !G #: REV.: CWS -871 C ALE: SHEET 1:2 2 OF 5 ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ,s 17 18 19 20 P-3218 PARTS LIST PART # DESCRIPTION H-1497 Reinf. Sash Meet. Rail H-1699 Reinf. S.B.R./S.S.R, H-1836 Meet. Rail, Fxd. H-6052 Sash Top/Bot. Rail H-6048 Main Fr., SH, w/ Fin., PVC H-6050 Sash Meet. Rail, PVC H-6051 Sash Side Rail, PVC H-6049 Main Fr., SH, w/Fig., PVC P-3029 Screen Pull Tab P-3033 Screen Spring, SS P-3113 ISCreW SUDDOrt. PVC P-3218 Screen Frame P-3228 Screen Spline, .155 Dia., Blk. P-4754 Screen Frame Comer Key P-3342 Seam Sealer, SM -5504 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" P-3429 IWstp., 0.270 x .187 back FinSeal, P-3539 1#8 x 3/4" Square TEK 2 Zinc P-4730 1#8 x 1/2" Truss PH TEK 2 Zinc VENDOR MATERIAL 21 Keymark Alum Keymark Alum Keymark Alum Mikron PVC Mikron PVC Mikron PVC Mikron PVC Mikron PVC Summit Team Plastic Rubber Allmetal RollForm Dapa 22 Allmetal Nylon Schnee Silicone FrankLowe Rubber Ultrafab Fastenal Fastenal Steel Fastenal Steel M&M Nvlon 21 P-5250 jSpring Lock, Impact, PVC Interlock 22 P-4779 Roller, Tandem M&M Nylon 23 P-4051 #8 x 1 1/4 Ph FH TEK, Wht. Fastenal Steel 24 P-4069 Keeper, Impact, PVC Interlock 25 P-4479 Weep Coker w/ Flap M&M Nylon 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel 27 P-4958 Rotary Lock Sullivan Zinc 28 P-4952 Keeper, Rotary Lock Sullivan Zinc 29 P-4959 Wstp., 0.420 x .187 back FinSeal, Gr Ultrafab 30 P-4633 Barrel Fastener Fastenal Steel 31 S-1112 Reinforcement, Head Keymark Alum 32 S-1498 Reinf. S.B.R./S.S.R, Keymark Alum 34 S-1776 Roller Track Keymark Alum 35 S-1999 Frame Hook, Head, Impact Keymark Alum 36 S-2000 Panel Catch, Head, Impact Keymark Alum 37 S-6005 Anti Lift Mikron PVC 38 S-6013 Scm. Adapt., w/ Nib, PVC Mikron PVC 39 S-6014 Scm. Adapt., PVC Mikron PVC 40 5-6063 Fixed Rail Cover Mikron PVC 41 S-6064 Glazing Bead Mikron PVC 42 GLASS SEE SHEET 2 CARDINAL GLASS 43 Purfect Glaze "H", SikaFlex 552 jHenkeI/Sikaj Silicone PVC FRAME FLANGE -6049 3 �— 2 3/16" 115116"IL 6 7 1 5/8" 1 5/8" 1/16" LV* 1/16" PVC SASH MTG. RAIL -6050 PVC SASH SIDE RAIL -6051 1 112" 3 2 1/8" FIXED RAIL - 1836 PVC FRAME FIN -6048 t16 4 1 5/8" � 15L 6" PVC SASH TOP/BTM RAIL -6052 PVC FIXED RAIL COVER - 6063 0 3/16" O 35 7/8" 1/16" PLAN VIEW -1999 HEAD ACT HOOK - 1999 0 3/16" O 6, 5/8" r- T— 36 5/8" 1/16" — L PI AN VIFW-9nnn onnio u. A— rnTrH 2000 3/16" 3" - j---{— 1/2" i SCREW SUPPORT -3113 LIN 33 E ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 518"-}----{ 1„t L t/t6 SASH MTG. RAIL -1497 3/16' 3/4" 32 S.B.R./S.S.R.-1498 1/4" r- 41 7/8" il PVC GEBEAD - 6064 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 15 6 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 3/4" �- y 1 2 15/16" 1/16" i— SASH REINF. - 1699 7/16" 1 1/4" 34 1/16" ROLLER TRACK -1776 j� 7/6" T6" 31 9/,LFN 1/16" GLAZE BEAD - 1112 1/2"F/8"1 3/8", l5/16"1 38 J..IL� p I 3 1/16" PVC SCREEN CATCH - 6013 PVC ANTI -LIFT - 6005 •• ••• • • • • • •• 1/16" PVC SCREEN SUPPORT - 6014 • ••• • ••• ••• • • • • • • • • • • • • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW 6YSTEM S ffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Q � ¢Z3 Z w_'0 Q~ Z w w ZOz WL-Z�- O a �}0o �:M U_ Pw Zr- gT Z Z=M<wwpO O OI -O ¢=Fw U 0U)F-Za-PNa Z p -?HUtn O Q F�LL200OwZ of 29O�FFO- z F- 00W>-Dw�w of Z r`Na O_jrnr O wl-0 w=�N _ _ a F- o it a PNORE W v : No 58201 :"-P' V ¢ IV. STATE OF :"Al z� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 1 10/10/13 CWS -871 C ALE: SHEET 1.2 30F5 121/2" MAX. 0. 6" MAX. (TYP.) 6" MAX. (TYP.) 17" MAX. O.C. (TYP.) r. INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 4" MAX. (TYP.) 1 1----i 8^ MAX. O.C. (TYP.) 4" MAX. (TYP.) 8" MAX. O.C. (TYP.) ANCHOR LAYOUT.:.(FIN) INSTALLATION ANCHOR (TYP.) 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED RJ9SUDS7t2A:ES`,NIjIf %TREN(:fH j C SS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. • • • • • • • • 000 • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD Bt#CK6, Il- U9ED!IN?O �UB�SV,TE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTR/CTE. • • • • • • • 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 14ST:LLE4 fO TR4STi•ER WAND LOAD90TO INHE6TRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT &E GRACKID. • • • • • • • 1 • • • • • • • • : • • • • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION (3F THE REFIERENA DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Q z 3: <Z�: W W o Q F a W z J Z WE W ZOz d'F_ZF OLL HW�ZO�m= O OF0zmm¢¢WOO U U(nF-ZaPca o z— —?I -ow Q O_zuwzoUU F--LL2OOLLZ a30w—MO— <� z w O0�wowww o z(nw 0_j aIX 0 O W H UJ = s I- m w I .7-:7- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES ADE 1 10/10/13 CWS -871 C ALE: SHEET 1:20 4 OF 5 MIN. EMBEDMENT 99�imffl TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBY OTHERS MIN. EDGE DIST. 1/4" MAX. SHIM SEE TABLE 1 MIN. EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 BY OTHERS SEE TABLE 1 SUBSTRATE BY OTHERS 1/4" MAX. SHIM wWw. FLORIDA 34474 WW.CWS.CC SEE TABLE 1 MIN. EDGE DIST. MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8200 PVC BYINSTALLER INSTALLATION ANCHOR INSIDE AND OUT SEE TABLE 1 HORZ. SLIDER SEALANT BEHIND SEE TABLE MENT IMPACT FLANGE BY INSTALLER 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT - BY INSTALLER INS DE AND OUT SUBSTRATE BY SEE TABLE 1 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. —`� SEE TABLE 1 �A 1 VERTICAL SECTION 5 TYPICAL SILL ANCHORAGE `— PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER / 8 1 HORIZONTAL SECTION 5 TYPICAL JAMB ANCHORAGE PERIMETER SEALANT ---- BYINSTALLER • • 000 • • • • • INSIDE AND OUT • • • • • • • • • • • �•!=OR�C14TA�SE�TIQ1� � • • 5 PAOX6RA41E 04S74LLMTION • • • • •NEAD AND SILIPSIMIMR•OR%tX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDNIG AiBax-FRAM5 APQJLICIITION4I9ACCEPTABLE PROVIDED: MIN. 1/4" FILL E4r f C*OPJSTPUC:IOV-G4DE ODH*IVE�AiILK IS APPLIED INSIDE AND O U PgRI E P• BY IN&TALLER& • • • PRODUCT ANCHORAGG IS IN ACOORDARCE WITHIREQUAEMENTS AS SHOWN FOR FLANGE WINDOWS. ••• • Q QZ3 ••• • • PERIMETER SEALANT Z W J p Q I WI-- n W e BY INSTALLER INSIDE AND OUT W 0 Z O Z K– F Q N B >- 0 w 3: m INSTALLATION ANCHOR Z Z= m Q X W O 0 • SEE TABLE 1 O 01-06<=FCf • SEALANT BEHIND FIN BY INSTALLER 00 w CL Z N Z Z F O \ Z O D0– 1 HORIZONTAL SECTION 5 Q LL 2 0 O LL Z O F H r 0– TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION < • • ••• O } � • W LL R'ln0 WfnW a Z=LL w0N�i O W1-- w of da � LL a o PERIMETER SEALANT ---- BYINSTALLER • • 000 • • • • • INSIDE AND OUT • • • • • • • • • • • �•!=OR�C14TA�SE�TIQ1� � • • 5 PAOX6RA41E 04S74LLMTION • • • • •NEAD AND SILIPSIMIMR•OR%tX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDNIG AiBax-FRAM5 APQJLICIITION4I9ACCEPTABLE PROVIDED: MIN. 1/4" FILL E4r f C*OPJSTPUC:IOV-G4DE ODH*IVE�AiILK IS APPLIED INSIDE AND O U PgRI E P• BY IN&TALLER& • • • PRODUCT ANCHORAGG IS IN ACOORDARCE WITHIREQUAEMENTS AS SHOWN FOR FLANGE WINDOWS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS ADE 10/10/13 VG #: REV.: CWS -871 C 'ALE` SHEET 12 5OF5 BC1S Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map Links I search I Florida re� USER: Publ;Approval c User O P E N# 2-3 '... dRg4... 6 Produrt Annroval Menu > Pmdnrt nr Annliration SParrh > Arnliration List > Application Detail Category Windows FL # Subcategory Horizontal Slider Application Type Code Version oApproved Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 0 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@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 Equivalence of Product Standards Certified By Category Windows Subcategory Horizontal Slider •••• • • • • • • • • CemEBOAq�e Method Evaluation Report from a Florida Registered Architect or a Licensed •••••• • • Florida Professional Engineer • • • • • • • • • ❑ Evaluation Report - Hardcopy Received • • •••••• • FlogV Fivineer or Architect Name who developed Lucas A. Turner *:**a* • • • • • • • the Evaluation Report • • • • sees Flo 1A License PE -58201 • • • • • • •• • • • • • • s Qyalily A•urance Entity Keystone Certifications, Inc. • • • • Qualify Assurance Contract Expiration Date 07/21/2020 • • • VZiis4t9C? Ay Steven M. Urich, PE •••••• sea**: •••••• r Validation Checklist -Hardcopy Received • •• • • •• •••••• •••• • • • • Certificate of Independence FL16736 R2 COI EvalReoort871C,odf Referenced Standard and Year (of Standard) Standard Year HAMA/ W D MA/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 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 0000 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 0000•• 12/12/2017 Approved for use outside HVHZ: Yes •• • Impact Resistant: Yes Created by Independent Third Party: Yes 0000•. • •• Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReoort871C.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes 6666.. 6666 6666. 6666 6666. HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use 6666.. Approved for use in HVHZ: Yes FL16736 R2 II CWS-869C.odf 6666.. Verified By: Lucas A. Turner 58201 Impact Resistant: Yes • Design Pressure: +60/-60 Evaluation Reports • 6666.. I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes 6666.. 6066 0000 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products I FL # Model, Number or Name Description 16736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-871C.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReoort871C.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-869C.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReport869C.odf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CODyrloht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here , Product Approval Accepts: 0 • • ® eCheCk 6666.. •• •• 6000•• •00• • • 6666 •••••• 0••000 0 •• • • Credit Card Safe TURNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 869C September 7, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX 111 "x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44`" 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 6`" 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 -869C, 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 -869C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -869C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -869C . V • •Achieves design pressures of +/-60 psf • 0000 ' • • • • • Is Large MNile impact resistant and does not require the use of shutters • •... '.• ••May be use(fin the High Velocity Hurricane Zone • • • In the biph;jjle sash, requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16- • • • • • • 117.O2t and in the fixed lass requires Kurara (Dupont) Sent Glas Interlayer per Miami -Dade 0000. � s• g q Y( p ) rY Y • N.O.tk.-40916.111 0000. • •; •• • kequise '•Qwnex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206. 1 O 0000.. • • • • • • t I have eyalWed the interlayer and framing materials in these Dupont and Quanex NOAs and find 0000.. • IAN they eomfly with the requirements of the 6" Ed. (2017) Florida Building Code for use in this .' WJuct. • 0000 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 : —�:' No 58201 ';a 9/07/2017 Turner = * ; * = * = Lucas A. Turner, P.E. 2017-09-16 �' �= :� STATE OF �V: FL PE #58201 09:27+20:00 . '�•,;��c�•� :4 o F1 %0 N A%_ 64 1/4' MAX. OVERALL FLANGE B HEIGHT MAX. UNIT HEGHT 59 9/16" MAX. SASH HORIZONTAL SLIDER - LARGE MISSILE IMPACT 112 1/4" MAX. OVERALL FLANGE WIDTH 111" MAX. UNIT WIDTH 49 15/16" 24 5/8" - GLASS DLO GLASS DLO A X 5813/16" GLASS DLO O I I I I X D C^> V I I Li—ic I I I I I V 27 15/16" MAX. SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 GLAZING DETAILS.....................................2 SECTION VIEWS & GLAZING DETAILS....3 EXTRUSIONS & B.O.M...............................4 ANCHOR SCHEDULE & NOTES................5 INSTALLATION DETAILS ...........................6 C fJ A IIB 1 561/4" D GLASS DLO GENERAL NOTES: 0029m 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) LOCATION. 9/22/2017 STATE OF 8200 PVC 3. CONFIGURATIONS: "OX", "XO". HORZ" SLIDER 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND LUCAS A. TURNER, P.E. GLASS TABLES ASTM E -1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER • • • • • • • INFILTRATIONAND GLASS TABLES Q W ASTM 0-1300 Z w Lu 6 CI w W o zOz Wf::L in - z O 3 3 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED • • • • • • � w 0 IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR z O z x 2 Q X W0 O O DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 I- O ti ¢ = r- Of z z r a ANCHOR CALCULATIONS. •• ••• z- 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY 4 w 1--'20 O LLZ O F - LOCKS ARE INTENDED TO BE LEFT UNLATCHED I.- F Z U) DURING NORMAL OPERATION OF THIS PRODUCT, BUT BE GED PRIOR < � O TO EXPOSURE TO HURRICANE WINDS AND Z U) a FMUST LYING DEBRIS a I_ = 0 O 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT O of WF0 w=�N 3 USED AT FIXED MEETING RAIL AND HEAD/SILL a D_ a LIFIM 8. SERIES /MODEL DESIGNATION HS -8200. �uumi ��,O OREW ,TG 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: : �� SF •., X = OPERABLE SASH, O = FIXED SASH r v t No 58201 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 9/22/2017 STATE OF 11. EXTERNAL WEEP SLOT = 1/4"x 1" LOCATED 4" FROM BOTH ENDS. 0�.� A, :_ c -. < n o O P LIFIM • • • • • • ••• •• TEF 10/11/13 MAX. UNIT SIZE DESIGN PRESSURE RATING : ; lmvAC TI G• : : • DWG#: REV.: 111" x 63" +/- 60 PSF LARGt MISSILE MIPACTi ••• CWS -869 c SCALE: SHEET 1.20 1 OF 6 ••• • • • • ••• • • ••• • • • • • • • LucasTurne r '�5Z 2017-09-22 9/22/2017 13:54-04:00 LUCAS A. TURNER, P.E. FL PE # 58201 • • • • • • • • 1239 JABARA AVE. • • s • • • • • • • • • NORTH PORT, FL 34288 • • • • • • • • • • PH.941-380-1574 • •• • • • • • • • • ••• • • • • • SHEET DESCRIPTION: •• ••• •• • • • • •• GENERAL NOTES AND ELEVATIONS • • • • • • ••• •• TEF 10/11/13 MAX. UNIT SIZE DESIGN PRESSURE RATING : ; lmvAC TI G• : : • DWG#: REV.: 111" x 63" +/- 60 PSF LARGt MISSILE MIPACTi ••• CWS -869 c SCALE: SHEET 1.20 1 OF 6 ••• • • • • ••• • • ••• • • • • • • • OUANEX DURASEAL IG SPACER 7/8" OVERALL 3/16" ANNEALED OR TEMPERED 1/4" AIRSPACE 7/16" LAMI 3/16" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 1/2" GLASS BITE O I GLASS TYPE A FIXED GLASS OUANEX DURASEAL IG SPACER 7/8" OVERALL 1/8" ANNEALED OR TEMPERED 3/8" AIR SPACE 5/16" LAMI 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 1/2" GLASS BITE !GLASS TYPE B SASH GLASS •• ••• • • • • • •• •• ••• •• • • • •• • ••• • ••• ••• • • • • • 16 BLOCKS PER FBC 2411.3.3.1 ••• • • • • •• •• WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Q z �: ¢z� F 0 w 0 O W p W z wJc W zOz Of -?F - Z F -w <xwoo O OFO0¢WUO U UU,F- ZCLHcia Z Q �— jU ZOO <�0w—O mo- W O��U)O W to W LL u) OJv>F- W z—a O w H w (L w m W3:a 10RE W v : No 58201 "•�9 S .7W. STATE OF �,I� 1. R. — I- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GLAZING DETAILS TEF 10/11/13 ✓G #: REV.: CWS -869 C ALE: SHEET 1:1 2 OF 6 INTERIOR INTERIOR SECTION VIEW A -A SECTION VIEW B -B SECTION VIEW C -C ALTERNATE FIN FRAME HEADIMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 & 46) SECTION VIEW D -D JAMB ROTARY LOCKS JAMB ROTARY LOCKS: MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS. REQUIRED ON FIN UNITS. JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (REM 23) LOCATED AT THIRD POINTS. Xi 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 IOCWLCJC• ATIOV9 • • : • • i • • • • 1:20 •• • • • • • • • • • • • • • • • ••• • • • ••• • WINDOW SYSTEMS lS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT a i Qz3: z ow0 ¢Fow Z W o W ZOZ WE: i,- o F-W�Z�?:�= OHOQ¢WOOO zFcodU 0U)-a Z -SU- Q :u)S Q ZUZOUwOWz>-<30Om w 0U. wwowww EE ?=aa WO_Nu~i _~W w3�v> a F a uiw a % RE W �C E NSF;��Qi No 58201 -3 59 STATE OF zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS TEF 10/11/13 JG #: REV.: CWS -869 C ALE: SHEET 12 3OF6 21 PVC FRAME FLANGE -6049 rn 3 1/8" 39116"Q 1/16" 1: 1 7/8" L 1/16" 0 HD MTG RAIL -1681 PVC FRAME FIN -6048 --23/16" 1 15/ 16" q1 3/16"1 12 12r815/8"q13 15/8" ,/,6"6 1/16. /, 6 "1/1 PVC SASH MTG. RAIL -6050 PVC SASH SIDE RAIL -6051 PVC SASH TOP/BTM RAIL -6052 -03/16- 0 /16"O 6" 46 7/8"LZ:Fj /16" PLAN VIEW -1999 HEAD PCT HOOK - 1999 0 3/16" O r 6" �{ s/a" � T 44 5/8" 1/16" — L PLAN VIEW -2000 PANEL IMPACT CATCH - 2000 3/16" O CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 s 5 2 3/16" 3 1 5/16" 1/16" 2 PVC HD MTG RAIL COVER - 6077 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 5/B" �- y 3r4" M1/16"� i� 15/16" 1/16" SASH MTG. RAIL -1497 i— SASH REINF. - 1699 3/16"firr 3/4" 7/16- S.B.R./S.S.R. - 1498 /16"S.B.R./S.S.R.-1498 ROLLER TRACK - 1776 1/4" - 11 r7ra"-{ 7/8" L 9/1fi 43 PVC GLAZEBEAD - 6064 J— 1/16" GLAZE BEAD - 1112 • PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIA 1 H-6049 Main Frame, SH/HS, Flange, PVC Mikron PVC 2 H-1681 Fixed Rail, Heavy Duty, Aluminum Keymark Alum 3 S-6077 Cover, HD Fixed Rail, PVC Mikron PVC 5 P-4638 #8 x 2 1/2" Ph Mod Truss Type A TEK Ajax Steel 6 P-3342 Seam Sealer, SM -5504 Schnee Silicone 7 S-1776 lRoller 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 Cover w/ Flap M&M Nylon 11 S-6064 Glazing Bead Mikron PVC 12 H-6050 Sash Meeting Rail, PVC Mikron PVC 13 H-6051 Sash Pull Rail, PVC Mikron PVC 14 H-6052 Sash Top/Bot. Rail, PVC Mikron PVC 15 H-1497 Reinf. Sash Meet. Rail Keymark Alum 16 H-1498 Reinforcement, Sash, Side Rail Keymark Alum 17 H-1699 Reinforcement, Sash Pull Rail Keymark Alum 18 P-3429 Wstp., 0.270 x .187 back FinSeal, Grz Ultrafab 19 P-3783 Lock, Impact, PVC Interlock 20 P-4051 #8 x 1 1/4" Ph Flat Tek, Wht. Fastenal Steel 21 P-4069 Keeper, Impact, PVC Interlock 22 P-3539 #8 x 3/4" Square PH Tek, W ht. Fastenal Steel 23 P-4958 Rotary Lock Interlock 24 P-4633 8-32 x 1/2" Barrel Fastener Interlock 25 P-4952 Keeper, Rotary Lock Interlock 26 P-4779 Roller, Tandem M&M Nylon 27 P-3541 1#8 x 1/2" Quad PH TEK 2 Zinc Fastenal Steel 28 GLASS SEE SHEET CARDINAL GLASS 29 Purfect Glaze "H" or Sikaflex 552 Henkel/Sika Silicone 30 P-3028 Set. Bilk., 85 Dur., 1/8" x 7/8" x 2" Lg. Frank Lowe Rubber 31 P-3218 Screen Frame Allmetal RollForm 32 P-4754 Screen Comer Key Allmetal Nylon 33 P-4755 Screen Comer Key ;/Safety Tab Allmetal Nylon 34 P-3029 Screen Pull tab Summit 35 P-3033 Screen Spring Fla. Spring SS 36 P-3228 Screen Spline Dapa 37 P-4772 Screen Cloth, Fiberglass 40 P-3113 Screw Support, PVC Team Plastics Rubber 41 P-3752 Cap Plug, 1/2" Hole M&M Nylon 42 S-1577 Impact Hook, Frame, Jamb Keymark Alum 43 S-1112 Reinforcement, Head, Jamb Keymark Alum 44 S-2000 jImpact Channel, Sash Keymark Alum 45 P-3748 #6 X5/8 Ph FH TEK, Znc, Painted Ajax Steel 46 S-1999 Impact Hook, Frame, Head Keymark Alum 47 H-6048 Main Frame, SH/HS, Fin, PVC Mikron PVC 48 S-6055 Roller Track, PVC, (Anti -lift) Mikron PVC 49 P-5250 Lock, Impact, PVC, w/Flipper Interlock 50 P-4730 #8 x 1/2" Ph Mod Truss TEK Fastenal I Steel 21 PVC FRAME FLANGE -6049 rn 3 1/8" 39116"Q 1/16" 1: 1 7/8" L 1/16" 0 HD MTG RAIL -1681 PVC FRAME FIN -6048 --23/16" 1 15/ 16" q1 3/16"1 12 12r815/8"q13 15/8" ,/,6"6 1/16. /, 6 "1/1 PVC SASH MTG. RAIL -6050 PVC SASH SIDE RAIL -6051 PVC SASH TOP/BTM RAIL -6052 -03/16- 0 /16"O 6" 46 7/8"LZ:Fj /16" PLAN VIEW -1999 HEAD PCT HOOK - 1999 0 3/16" O r 6" �{ s/a" � T 44 5/8" 1/16" — L PLAN VIEW -2000 PANEL IMPACT CATCH - 2000 3/16" O CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 s 5 2 3/16" 3 1 5/16" 1/16" 2 PVC HD MTG RAIL COVER - 6077 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 5/B" �- y 3r4" M1/16"� i� 15/16" 1/16" SASH MTG. RAIL -1497 i— SASH REINF. - 1699 3/16"firr 3/4" 7/16- S.B.R./S.S.R. - 1498 /16"S.B.R./S.S.R.-1498 ROLLER TRACK - 1776 1/4" - 11 r7ra"-{ 7/8" L 9/1fi 43 PVC GLAZEBEAD - 6064 J— 1/16" GLAZE BEAD - 1112 • ••• ••• • • 'r1/B*• 3/16" 1 � 3" � j�-�-� 1/2" 5/16" � 1/4 T SCREW SUIPP%T-•J111 • • PVGbSC EN SL9PPOI7 C014 LINE ITEMS NOT USED: 4,38_39 • • • • • • • • • • NOTE: ALL EXTRUSIONS ARE ALUMINUM 6061-T6 UNLESS OTFTERWISE NOTED. 1 5/16" 15116"1 42 8 • • 48 7/8" • • • • • • • • 1/16" Jjl.( • 1— 1/16"1/16" • • :Vq SCitEB1J CATCH - 6013 • • • • • PVC ANTI -LIFT - 6005 PLAN VIEW - 1577!!}_ ALUM SASH IMPACT F� K • 1S : • • ••• ••• • • 'r1/B*• 3/16" 1 � 3" � j�-�-� 1/2" 5/16" � 1/4 T SCREW SUIPP%T-•J111 • • PVGbSC EN SL9PPOI7 C014 LINE ITEMS NOT USED: 4,38_39 • • • • • • • • • • NOTE: ALL EXTRUSIONS ARE ALUMINUM 6061-T6 UNLESS OTFTERWISE NOTED. cLnyrvytl•om /�j"J,� WINDOW SYSTEMS ll�/I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Z �:<Z3:pw0 W106 W ZOOZ wCZH 0 Q0�E>-0W3:M u- Pw z�- i�'gx r0a¢wpofO OZHO UU)I- afpd Z�-KI Q <30w-xO- ir o0of �ro'd ZNaCL —. aWUiF- a a~aww�aw v S No 58201 •.�11' v: a STATE OF :4trr, F 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS TEF 1 10/11/13 CWS -869 C ALE : SHEET 1:2 40F6 • • • • • • • •• •• cLnyrvytl•om /�j"J,� WINDOW SYSTEMS ll�/I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Z �:<Z3:pw0 W106 W ZOOZ wCZH 0 Q0�E>-0W3:M u- Pw z�- i�'gx r0a¢wpofO OZHO UU)I- afpd Z�-KI Q <30w-xO- ir o0of �ro'd ZNaCL —. aWUiF- a a~aww�aw v S No 58201 •.�11' v: a STATE OF :4trr, F 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS TEF 1 10/11/13 CWS -869 C ALE : SHEET 1:2 40F6 6" MAX. (TYI 6" MAX. (TYI 17" MAX. O.C. (TYP.) 3" (TYP.)� ANCHOR LAYOUT - (FLANGE) OTE 2 4" MAX. (TYP.)--{---}-8" MAX. O.C. (TYP.) 4" MAX. (TYP.) i INSTALLATION ANCHOR (TYP.) MAX. O.C. (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. X O X ANCHOR LAYOUT - (FIN) 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 WITIO STWiNGTHS 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 Aj3EYOND6WOOD@BUCKj IF:ACD, Ift SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND 9UBSTWT& • • 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 ANVdOVALLEP% TRANSFER WIRD LCI\D: TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRA S AY BE CRA(wED • • • • • • • • • • • •• • • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT•/ERSION 6F.fl-IE Rt POERENCEIDOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)• • augam� WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Q Z ¢z3: H oW0 UWop z WJE 0 ZOO?}0w3m U. �w3z F3g2 O OF0O¢¢w00 U uu)~—z F --Nd z 00Vuj-�O- r ¢�OWOiOz W O O of I wm W O W a= aof O N _~0 Itw W ujm d m Q�wa 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES TEF 1 10/11/13 CWS -869 C ALE: SHEET 1.25 5 OF 6 • • • • • • • • • • • •• •• • •• •• • • augam� WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Q Z ¢z3: H oW0 UWop z WJE 0 ZOO?}0w3m U. �w3z F3g2 O OF0O¢¢w00 U uu)~—z F --Nd z 00Vuj-�O- r ¢�OWOiOz W O O of I wm W O W a= aof O N _~0 Itw W ujm d m Q�wa 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES TEF 1 10/11/13 CWS -869 C ALE: SHEET 1.25 5 OF 6 INSTALLATION ANCHOR SEE TABLE 1 1/4" MAX. SHIM MIN. EMBEDMENT ORVELCO ULTRACON FLANGE BY INSTALLER TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY INSTALLER SEE TABLE 1 INSIDE AND OUT BY OTHERS SUBSTRATE BY OTHERS MIN. EDGE DIST. 1/4" MAX. SHIM SEE TABLE 1 1-1/2" SEE TABLE 1 A VERTICAL SECTION SUBSTRATE BY OTHERS 6 TYPICAL SILL ANCHORAGE of SEE TABLE 1 MIN. EDGE DIST. MIN. EMBEDMENT HORZ. SLIDER SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 IMPACT BY INSTALLER Q INSTALLATION ANCHOR INSIDE AND OUT PERIMETER SEALANT BY INSTALLER SEE TABLE 1 w J o FFW n o 7a INSIDE AND OUT W Q SEALANT BEHIND 1 -4P INSTALLATION ANCHOR Z Z FLANGE BY INSTALLER f 1/4" MAX. SHIM O 0-06a=Fit INSTALLATION ANCHOR SEE TABLE 1 iA (2.0 KSI MIN.) TYPE E 2X MIN. SOUTHERN PINE (G=0.55) 1/4" MAX. SHIM SEALANT BEHIND ORVELCO ULTRACON FLANGE BY INSTALLER C� PERIMETER SEALANT MIN. EMBEDMENT BY INSTALLER SEE TABLE 1 INSIDE AND OUT #10 GRADE 5 SELF -TAPPING SUBSTRATE BY OTHERS DRILLING SCREW SEE TABLE 1 MIN. EDGE DIST. 1-1/2" SEE TABLE 1 A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE iA (2.0 KSI MIN.) TYPE E 2X MIN. SOUTHERN PINE (G=0.55) WINDOW SYSTEMS L�_- MIN. EDGE DIST. ORVELCO ULTRACON E 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 16 GAUGE (0.060") MIN. STEEL STUD #10.16 HILTI KWIK-FLEXOR m E (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW 1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF -TAPPING E 1/8" STEEL (33 KSI MIN.) DRILLING SCREW 2X MIN. SOUTHERN PINE (G=0.55) 1#8 WOOD SCREW 1-1/2" 1/2" PERIMETER SEALANT BYNSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER / � `HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE MIN. EMBEDM WINDOW SYSTEMS L�_- MIN. EDGE DIST. 1-1/8" 1"Q16- 1" 1" 2-1/2" 1.3/8" 7/8" 1-3/8" 7/8" FULL THREAD THRU 0.060" 7/16„ FULL THREAD THRU 0.125" 7/16" 1-1/2" 1/2" WWW.CWS.CC BY I STAELER• • NIMETi • • • • • • INSIDE AND WT • • • • • • • • ••y D• WOR�OIRTAcnTIOIf • • `6— XTE0ISTIALL•."/ION • • • • • •AANND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY•BEMCkVING THE FLANGE, UP TO AND II`jCLUQI&IG A BOXJFRAMEP.RPPLICATWON 16 ICEPTABLE PROVIDED: to • • • • • • • MIN. 1/4'•FILtE CF CnN,*RYCTION-GRAD :6pHlSIWE CAULK IS APPLIED INSIDE 4DpU4T WILL P2RII*ETEg,%Y INSTILLER! PRODUC ANCHORAGE IS N ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. All • •y • •!• : • • or or • •to 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS I TEF 10/11/13 JG #: REV.: CWS -869 C ALE: SHEET 12 6OF6 WINDOW SYSTEMS L�_- MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 OCALA, FLORIDA 34474 1/4" MAX. SHIM WWW.CWS.CC 8200 PVC HORZ. SLIDER SEE TABLE EMBEDMENT IMPACT Q z GZ Q O PERIMETER SEALANT BY INSTALLER Z w J o FFW n o 7a INSIDE AND OUT W Q Z O Z Ir r? F Q U) 3} O IY 3:00 0 INSTALLATION ANCHOR Z Z 2 2¢ W W0 0 SEE TABLET O 0-06a=Fit SEALANT BEHIND FIN BY INSTALLER Z N 0)Z d 7 - U � OZ O Z / C 1 HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE Q W F? LL O LL Z O H HEAD AND SILL SIMILAR FOR FIN INSTALLATION H H Z— F¢- !Y 00 } L) O a cn O Wr0 w � =2> a m 0 _ oPp1ORRE p,,,Ato W T ? v 1 No 58201 -.0% = O1 :6 '13' CTGTF ng :4 BY I STAELER• • NIMETi • • • • • • INSIDE AND WT • • • • • • • • ••y D• WOR�OIRTAcnTIOIf • • `6— XTE0ISTIALL•."/ION • • • • • •AANND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY•BEMCkVING THE FLANGE, UP TO AND II`jCLUQI&IG A BOXJFRAMEP.RPPLICATWON 16 ICEPTABLE PROVIDED: to • • • • • • • MIN. 1/4'•FILtE CF CnN,*RYCTION-GRAD :6pHlSIWE CAULK IS APPLIED INSIDE 4DpU4T WILL P2RII*ETEg,%Y INSTILLER! PRODUC ANCHORAGE IS N ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. All • •y • •!• : • • or or • •to 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS I TEF 10/11/13 JG #: REV.: CWS -869 C ALE: SHEET 12 6OF6