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WS-19-2551
Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 95 NE 98 ST, MIAMI SHORES, FL 33138 Contacts Issue Permit NO.: WS -110-194551 Permit Type: Windows/Shutters rsr tassification: Window/boor Replacement Permit Status: Aooroved Expiration: 05/11/2020 Description: REPLACING 1 WINDOW AND 1 DOOR Valuation: $ 9,000.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 11 1 Fees SHANNON SHAW Owner 95 NE 98 ST, MIAMI SHORES, FL 33138 Other: 7863751565 FHIA LLC Contractor WAYNE BURNETT Business: 9547924415210 PERMITS@FHAPRODUCTS.COM $50.00 CCF $5.40 Description: REPLACING 1 WINDOW AND 1 DOOR Valuation: $ 9,000.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 11 1 Fees Amount Application Fee - Other $50.00 CCF $5.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.80 Scanning Fee $9.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $143.20 Building Department Copy In consideration of the issuance to me of this permit, I pertaining thereto and in strict conformity with the pla Village. In accepting this permit I assume responsibilit'. permits are required for ELECTRICAL, PLUMBING, ME OWNERS AFFIDAVIT: I certify that all the foreg regulating construction and zoning. Futhermore, I a Authorized Signature: Owner / Applicant / Payments Date Paid Amt Paid Total Fees $143.20 Credit Card 11/13/2019 $143.20 Amount Due: $0.00 perform the work covered hereunder in compliance with all ordinances and regulations igs, statements or specifications submitted to the proper authorities of Miami Shores )rk done by either myself, my agent, servants, or employes. I understand that separate L, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. ati�accurate and that all work will be done in compliance with all applicable laws ovenam abor to do the work stated. (I ctor / Agent Date November 13, 2019 Page 2 of 2 ������q��• Miami ShoresVillage sem � g 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 -+ VED OCT 252019 BY: rFBC 20 la BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. [2'BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: A- S N 6 61 S T City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I 1 5W,(o - O 1 1 -1 Q Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): Address:. �,n 8S -� City: 4"�'� `�`'� � S k o /`— S State: 1'L Zip: -S5 ( 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: i-iZi� .LL� Phone#: Address:W444q S\W L-t\\2,�c� 5 City: �Oi4 L��. dei d "\-+- State: T_l Zip: 3"12 Qualifier Name: 1,jgi ,! v\e 1. Phone#:'ISz(• 15 Z_ -1-0-a S State Certification or Registration #: Certificate of Compete cy #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ , 00 0 Square/Linea,rrFFootage of Work: Type of Work: [:1 Addition F-1Alteration 1:1 New Repair/Replace ❑ Demolition \\ Description of Work: 'i -'Q cii, s -A \\u/ Specify color of color thru tile: Submittal Fee $ Permit Fee $ 1^6Z6 ``-1� Scanning Fee $ Radon Fee $ �` 0y Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ 5 • tK CO/CC $ of DBPR $ C' Notary $ J0 Double Fee $ Bond $ XJ TOTAL FEE NOW DUE $ )43. dQ Bonding Company's Name (if applicable) Bonding Company's Address City State 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 an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and constr ction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recor edi of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building 't 's d In the absence of such posted notice, the S inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this C day of `\ C— -t- 120 C S by who ' ersonally kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ************** APPROVED BY (Revised02/24/2014) ABDIEL R. CASTILLO MY COMMISSION # GG 079600 EXPIRES: Mqrrch 6, 2021 Bonded Thru Na2r.4Pubk Urderwrtlers Signatu CONTRACTOR The foregoing instrument was acknowledged before re me this V, eday of /0 20 by ,,,. T, (�.�•,,.Ic.`��— w s p a n to me or who has produced (N��j/4 �'as identification and who did take an oath. NOTARY Print: �:`r MIGUEIMERCADO April 19, 2021 ************************************************************ - / Plans Examiner Structural Review Zoning Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF, THE PROPERTY A Summary Report Property Information Folio: 11-3206-013-1170 Property Address: 95 NE 98 ST Miami Shores, FL 33138-2334 Owner ROBERT WILLIAM SHAW III SHANNON KELLEY SHAW Mailing Address 95 NE 98 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths I Half 3 / 210 Floors 1 Living Units 1 Actual Area 21358 Sq.Ft Living Area 1,805 Sq.Ft Adjusted Area 2,074 Sq.Ft Lot Size 9,309.25 Sq.Ft Year Built 1959 Assessment Information Year 2017 2016 2015 Land Value $232,824 $232,824 $177,099 Building Value $144,350 $144,350 $144,350 XF Value $7,006 $7,073 $5,320 Market Value $384,180 $384,247 $326,769 Assessed Value 1 $154,423 $151,247 $150,196 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Assessment $229,757 $233,000 $176,573 Cap Reduction $50,000 $50,000 Taxable Value Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Taxable Value 1 $129,423 $126,247 $125,196 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 5341 65 42 MIAMI SHORES SEC 1 AMD PB 10-70 E1/2 OF LOT 22 & ALL LOT 23 BILK 8 LOT SIZE 80.950 X 115 OR 17589-2108 0397 1 Generated On : 3/10/2018 Taxable Value Information Previous Sale 2017 2016 2015 County $620,000 30564-3296 Qua] by exam of deed Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $104,4231 $101,2471 $100,196 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $129,423 $126,247 $125,196 City Exemption Value $54,000 $50,000 $50,000 Taxable Value 1 $104,423 $101,247 $100,196 Regional Exemption Value $50,000 $50,0001 $50,000 Taxable Value $104,423 $1017247 $100,196 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/0212017 $620,000 30564-3296 Qua] by exam of deed 03/0111997 $115,000 17589-2108 Sales which are qualified 07/01/1984 $106,000 12219-3356 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 Appralser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govrinfoldisclaimer.asp http://www.miamidade.gov/propertysearch/ 3/10/2018 Florida Home Improvement Associates License No. CGC 061890 / Q844818 3044 SW 42nd St. Ft. Lauderdale, FL 33312 bz� Shannon Shaw 95 NE 98th St Miami Shores FL 33138 Home Improvement Contract 786-375-1565 shannon.k.shaw@gmail.com Page 1 of 7 Broward: 954-792-4415 Miami Dade: 305-545-4469 Fax: 954-792-2170 Web: www.fhaproducts.com Email: info@f ha prod ucts.com Date: 10/11/2019 Rep: Michael O'Connor This Contract is made and entered into this date of 10/11/2019 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.) 2) Prepare opening as necessary to receive replacement units. 3) Total number of windows being installed 1 4) Total number of doors being installed 14 5) Work NOT to be completed: All other windows and doors. 6) If applicable, remove the following shutter panels, and/or security bars. (specify) 7) Special Instructions: Please complete all finish work, stucco and dry wall. 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) Shannon Shaw(Customer's Initials)_ SS Homeowner's Association NO Total Contract Price (including all discounts) $9,000 Warranty: Contractor 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. Miscellaneous: This Contract and the accompanying worksheet contain the entire agreement between the parties. By signing this Contract, Owner agrees and acknowledges that it has received the accompanying worksheet. This Contract may not be changed orally but only by a, Change Order or other written amendment signed, by. both parties. The waiver by any party of a breach of any provisions of this Contract shall not operate or be construed as a waiver of any written amendment or waiver of any subsequent breach by any party. You the buyer, may cancel this Contract at any time prior to midnight on the third business day after the date of this Contract. This space Wentionaily ;eft blank LeapToDigitalxom 1.5.0 F FLORIDA HOME n/f IMPROVEMENT ASSOCIATES Home Improvement Contract 786-375-1565 shannon.k.shaw@gmail.com Page 1 of 7 Broward: 954-792-4415 Miami Dade: 305-545-4469 Fax: 954-792-2170 Web: www.fhaproducts.com Email: info@f ha prod ucts.com Date: 10/11/2019 Rep: Michael O'Connor This Contract is made and entered into this date of 10/11/2019 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.) 2) Prepare opening as necessary to receive replacement units. 3) Total number of windows being installed 1 4) Total number of doors being installed 14 5) Work NOT to be completed: All other windows and doors. 6) If applicable, remove the following shutter panels, and/or security bars. (specify) 7) Special Instructions: Please complete all finish work, stucco and dry wall. 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) Shannon Shaw(Customer's Initials)_ SS Homeowner's Association NO Total Contract Price (including all discounts) $9,000 Warranty: Contractor 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. Miscellaneous: This Contract and the accompanying worksheet contain the entire agreement between the parties. By signing this Contract, Owner agrees and acknowledges that it has received the accompanying worksheet. This Contract may not be changed orally but only by a, Change Order or other written amendment signed, by. both parties. The waiver by any party of a breach of any provisions of this Contract shall not operate or be construed as a waiver of any written amendment or waiver of any subsequent breach by any party. You the buyer, may cancel this Contract at any time prior to midnight on the third business day after the date of this Contract. This space Wentionaily ;eft blank LeapToDigitalxom 1.5.0 Page 2 of 7 FHIA Retail Price $12,391 Wholesale Club Discount $1,239 FHA Facebook Marketing $1,115 Dollar Discount $1,037 Total Contract Price (including all discounts) $91000 Deposit $4,500 Deposit Form of Payment Credit Card Balance Due $4,500 Balance Form of Payment Credit Card Vinyl Impact windows Window Style 2 Lite Roller / Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Family Room Insulated Included p _ Interior Color White Size 52'X 63 !; A F! 1 Exterior Color White vinvl Impact SUdlnq Glass uoors Door Style Energy Storm Saver SGD 3 Panel Glass Type Solar Max with Neat Technology Location Family Room a . `F A F ; Interior Color Exterior Color SL &- Shannon Shaw 10/11/2019 Date LeapToDigitalxom 1.5.0 White Door Brand Quantity Insulated Size .6 Eris SPL%:,- Le'€ -c Liam" Custom Window Systems 1 Included 142 X 80 Miami Shores Village 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 Wadding) 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: '�-' -- L'- /Om'm Qualifier/Owner Signature Date JI<n evA J'J t -W Print Name GARAGE LAUNDRY f3% BATH BED • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • A Ll O-V�, E -D'a CREPT 5ubjt C,(, F E STATE ANL) CCI-jN-i Y RULIS AND REGULATIONS ... . ... . ... . 51314X613/4 •• • • • •• •.• •• • (+J-60) , , • • FL 16736.1 • • • • • • • • .. . . . . . ... .. © 136 X 62 FL 11103.1 DINING FAMILY LIVING PERMIT #: "W-,��1��5 M a,n, Village ApTpoy o BY DATE Ll O-V�, E -D'a CREPT 5ubjt C,(, F E STATE ANL) CCI-jN-i Y RULIS AND REGULATIONS ENTRY SL s b $ I - BED RED BATH 00 000 0 000 0 000 . .. . ... ... . .. .. .. .. .. = . ... _ 019 � ATE OF ONAL �7jrrrerer111f1ftsss ,� �, % Specialty Engineerirg Consultants, Inc.011 \ Wind Velocites in South Florida de Bro v Falm BrachRisk Cal. I56Ww risk to hwturu fams, shutsRisk Cal.2 175 1711 172 Sin IcFamil Rcsiden-�GCp Risk Cat. 3& IN6 180ItlU Fssunial Facilities P- : gyp q h Int aluctions and limitations of Use ( 1 Charts provide wird pressures based on the mean roof ha M. And shall not exceed 60'-0". 2 D n pressaareaf are for an enclosed builindi shutters or other impact resistance rotaidion required). V (mph) 175 1620 FHC for HV HZ, ur Fig. 26.5-1a 3 User shall determine the mean roof height, Eave height + Roof Peak 2. tisk Category 11 Table 1.5.1, page 2 4 End zone distance is the lessor of 10% of I th, 10% of width, or 40% of the mean roof he' M and not less than 3'-0" Exposure C Smumi 26.7 5 If 50% of a cam nenl is in a rdicular zone then that cam nerd is considered to be in zone with the majority of the area. It ueshomble then lace in Zona 5 'fahlc Kd 2.85 26.6-1, page 250 6 Each oom nent, window, door, mullion has a tribute area that is area to be used. Area of components to rounded down but shall not be leas than 10 sf. KA I Figure 26.8-1, page 252 7 For NOA's that require a Kd=1.O then mu8i I the values listed herein by 1.18. GCpi 11.18 10.18 0.55 8 Wind pressures are based on Allowable stress design. pitch of"" 3/12 140 deg- 9 D n ressures listed herein are valid for E sures B and C and sure D. max roof height 59' dim 14.0 dcgrus 10 1 Chads and values listed herein are only valid when si red, dated, and sealed b Ga McDo le, PE 956214 or Mark LeBlanc, PE #35683 or Adam D. LeBlanc PE#77012 11 Wind d n pressures are caiculaled in accordance with ASCE 7-10, Method 2. This calculation is vaild for FBC 2014 5th edition) and 2017 61h edition 12 No reduction is taken for slopes leas than 10 degrees. r Area ofcom run Area ofcont un Arra of eam nent Area ofcom nun Area uteum nue Area ofcom nun Area ufwm rnt Area ofcom ml Aro ufuxn tun Area of txn nun Ara ofeom 10.0 1 sf nrnt 15.0 sr 20.0 sf 25.0 st' 30.0sf 35.0 sf 400 sf 45.0 sf 50.0sf 55.0 sr 60.0 at Mean Ruuf Hc' Zone 4 one 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 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 4 35.0 Zone 5 35.0 15 -43.4 -53.6 -42.2 -51.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 45.2 -38.6 -44.5 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 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 -47.8 -40.5 -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 38.0 37.5 37.5 21 -46.6 -57.6 -45.3 -55.1 -44.9 -54.3 44.4 -53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 -49.4 -41.8 -48.5 -41.4 -47.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 43.0 -49.9 -42.6 -49.1 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43.6 -50.3 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 41.9 414 41.4 40.9 40.9 40.5 40.5 30 -50.3 -62.1 -48.9 -59.4 -48.4 -58.5 -47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 -45.1 -52.3 -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 41.3 41.3 33 -51.3 -63.3 -49.8 -60.6 -49.4 -59.7 -48.9 -58.8 -08.4 -57.9 -47.9 -57.0 -47.4 -56.1 -47.0 -55.2 -46.5 -54.3 -46.0 -53.4 -45.5 -52.5 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 42.0 42.0 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 -54.4 -46.4 -53.5 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 42.7 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 -54.8 -67.6 -53.2 -64.7 -52.7 -63.7 -52.2 -62.8-51.7 -61.8 -51.2 -60.8 -50.6 -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 1 -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 47A 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. - .3 -A7.2 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 0 53.0 5d.4 • 0 511 *0.8050.8 4 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 • -5A• •-6 5. -67.0 -54.8 -66.0 -54.3 -65.0 -53.8 -64.0 -53.2 -62.9 -52.7 -61.9 -52.1 -60.9 -51.6 -59.9 -S I.I -58.9 53.6 .53.6 5j.9. •51* .1.4 • 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 46.8 46.8 60 1 -58.2 00 -71.9010 -561 • 1 -58.7 &.(? I -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 -60 f / r F61 -59.5 00 000 0 000 0 000 . .. . ... ... . .. .. .. .. .. = . ... _ 019 � ATE OF ONAL �7jrrrerer111f1ftsss Florida Building Code Online Page 1 of 2 SCIS 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 I Unks I Search I a r 'j'� Product Approval I a USER: Public User db Product A—m-1 Menu > product nr AnollraHnn Garrh > Annli atr I_ n I ler > Application Detail Validated By FL # FL11103-R4 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@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 Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE • • ® Validation Checklist - Hardcopy Received • • • • • • • • • • • • • •••••• •••• •••••• Referenced Standard and Year (of Standard) Standard 0 YNr • • • • • • • • • • • AAMA/WDMA/CSA 101/I.S.2/A440-05 •'20OS i • ASTM E1886-05 • 000 • • • 2%5• • •••• • ••••• ASTM E1996 -OS 2005 • • TAS 201/202/203 • • • • • 1934 • • • • • 00 Equivalence of Product Standards• • • • • • • • • • Certified By • • • • • • • • • • • • • • • • • • • • • • • • • 0000 Product Approval Method Method 1 Option A http s: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgttaGslp3 Gvut... 5/30/2019 0 0 Florida Building Code Online Date Submitted 04/09/2019 _ Date Validated 04/11/2019 Date Pending FBC Approval Date Approved 04/18/2019 F1 Model, Number or Name 11103.1 1 SGD-8900 PVC Sliding Glass Door. Limbs of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x 8'. Config. Include OXXO, OXO, OX, XO. Glass complies to ASTM E1300-04. Page 2 of 2 Description SGD-8900 PVC Sliding Glass Door. Certification Agency Certificate FL11103 R4 C CACAR 1 38- 0 6 Ddf FL11103 R4 C CACAR 1 8-17 7.Ddf FL11103 R4 C CAC CAR 138-1612.Ddf FL11103 R4 C CAC CAR 138-537.12df Quality Assurance Contract Expiration Date 05/29/2021 Installation Instructions FL11103 R4 II W4- QSD (C ,D-8400. IMP. H /H7,Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL11103 R4 AE EvalReoort298D.Ddf Created by Independent Third Party: Yes Back Next Contact l le ;; 2601 Blair Ston Road. Tallaha« a vgo Phnna: 850 -4R7 -1A24 The State of Florida is an AA/EEO employer. roovriaht 2no7-7nta cram of Florida. ;; pdvacv ctamm,nr :: Arcesslhility Statement ;• R<wnd crarer„Por 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: ® W M R7__1 M Credit Card i Safe i mom https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvut... 5/30/2019 0000•• 0000• 0000•• • • 0000•• 0000•• 0 ...... .... 0000 •• • 0 • • • • 0000 • •• 00.00• • ••• ••00•• • • • • • •0.00 • • • • t • • •• 000 • 0 0000 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvut... 5/30/2019 0000•• 0000• 0000•• • • 0000•• 0000•• 0 TURNER ENGINEERING &- CONSULTING, INC. 2428 Old Natchez Trace Trl. Camden, TN 38320 Ph._941-38045.74 FBPE C.O.A. #29779 Evaluation Report 298D April 8, 2019 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8"nominal panel size max. with SG Interlayer, 4'x6'8" nominal panel size max. with PVB Interlayer 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`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 2428 Old Natchez Trc Trl, Camden, TN 2) Approval drawing CWS -298D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3956-1 and -IA, from National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, P.E., and Test Report CWS -021-02-01, from PRI Construction Materials Technologies, Tampa, FL, signed and sealed by Zachary R. Priest, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 200R, and ASTM F 1 R96/1996 2005 4) Supplemental calculations to support CWS -298D, signed and sealed by.Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -298D. Limitations of Use: This product: • May be used in up to 48 7/8" x 93 1/2" panel sizes (96" max. door height) with Glass Type A (SG), and up to 48 7/8" x 77 1/2" panel sizes (80" max. door height) with Glass Type B (PVB), with max. glass daylight sizes as shown in CWS -298D • 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 • Glass Type A requires Kuraray (Dupont) SentryG las Interlayer per Miami -Dade NOA #17-0808.02 • Glass Type B requires Kuraray (Dupont) PVB Interlayer per Miami -Dade NOA #17-1114.14 • Requires Quanex (Mikron) white rigid PVC framing per NOA #17-0206.10. 1 have evaluated the material in this NOA and find that it complies with the requirements of the 6`h 4d. (?.017) FVrAM* ` Building Code for use in this product. 604,0 : "*6000 060.00 0060 Certification of Independence: I do not have, nor do I intend to acquire, nor will I aCgMiV,, •a financial' interest in Custom Window Systems or in any company manufacturing or distributing prMuNtF for wfiich`• this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, : rna racial mteje%t, • in any other entity involved in the testing or approval process of this product. • • 0000•• � 6666. 1'l, �r • F y'. No 58201-A Lucas Lucas = * * * 4/8/2019 • • • • Turner -d • : it Lucas A. Turner, P.E. 2019-04-08 ;�': STATE OF,W FL PE #58201 13:08+19:00 �'.,oOR��P.';\�'. s••......• . 1 "/ONA `i�` 6666.. 6666.. 6666.. 6666• 6666. 0.0000 • • 0000 0 • 0 0 000.00 GENERAL NOTES: • • • • • • • • • • • • SLIDING GLASS DOOR - IMPACT 1. THE PRODUCTSHOWNHEREINIS • SGNDAry�MA ;:UF6 ZREDI • 48 7/8" MAX PANEL WIDTH 41 3/4' GLASS UNIT _ _ DLO HT --- iHART O X B GLASS MAX PANEL SDLO HEIGHT SEE CHART SEE CHART J 06 14513/16 MAX UNIT WIDTF 48 7/8" MAX PANEL WIDTH 41 314" GLASS I MAX UNIT I HEIGHT SEE CHAR' COMPLY WITH THE FLORIDA BUILDF6 COPE (6", CVRREN PEDITION ANS • ENDOW SYSTEMS IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. SLA• FLORIDA 34474 791 7;8' W W W.CW S.CC MAX UNIT WIDTH 2. GLAZING DETAIL: (SEE SHEET 2) • •• • - A 3. APPROVED CONFIGURATIONS:"O•UCO" •Oxw •XO' -dk- • • • • • • • • i • 8900 PVC X p O X MAX PANEL GLASS HEIGHT DLO SEE CHART rc rue.T b GENERAL NOTES & ELEVATIONS .....................1 I D SECTION VIEWS OXXO & GLAZING DETAIL...,.2 SECTION VIEWS QXO & XO................................3 I O EXTRUSIONS & B}O.M.........................................4 ANCHOR SCHEDULE & NOTES ..................:.......:.5 TYPE (Sht.2) INSTALLATION DETAILS.....................................6 OXO 145-13/16" x 9 4. DESIGN PRESSURES: • • • • s • • • • • • • • . SLIDING GLASS -NEGATIVE DESIGN LOADS BAAM EN TESTED PRESSURE AND GLASS DOOR -IMPACT TABLES ASTM E -1300-04e01/09. — - -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE, ANL,CJ-AV TkBLES • • • • • • O ASTM E -1300-04e01/09. • • • • • • . • • p w O Q wI- 00 0 • ••• • • • • •• W ZJOZ <F -_w_- B 5. ANCHORAGE: THE 33 1/3% STRESS INCNEAVIE IgAS-%O BE" VSt IN THE p O y O 3 m DESIGN OF THIS PRODUCT. SEE SHF� T� FQQR S Al�,� TI N TIL • • • w F w § Z,3:21 WIND LOAD DURATION FACTOR Cd=T. WAS USED FOR WOOD ANCHOR Z Z = i a M w p O ' e CALCULATIONS. 00 0� 0 V a F w C in EL 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT z p LO =)uj z j v U REOUIRFD, Q F? LL Z p Iy 0 tititiJJJ > ¢ 5 p w O= O Z U 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY U) 3:2 6 WELDED. w 000=(A0wuJw z 7x ww OJ(n 8. SERIES / MODEL DESIGNATION: SGD-8900. D -ya- a- O�! O O wpm w=� 96" a X a mea MAX UNIT WIDTH 9. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: 48 7/8. X=OPERABLE SASH, O=FIXED SASH.MAX PANEL WIDTH 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. %% %% 11. EXTERNAL WEEP SLOT = 1/4 n.'1" LOCATED 4" FROM BOTH ENDS. :-: No 582D1 :1 413/4" =*. **� GLASS - - DLO - - - '^ -- -- -- Nt z O I D DESIGN PRESSURE E I O MAXUNIT TYPE (Sht.2) GLASS OXO 145-13/16" x 9 48-7/8" x93-1/2" HEIGHT A DLO A SEE CHART SEECHAR' C C A XO 80" x " 96 x i X j lrJ Lucas Tumer 2019-04-08 13:23+19:00 CONFIG. MAX. UNIT SIZE MAX. PANEL SIZE DESIGN PRESSURE GLAZING IMPACT RATING RATING TYPE (Sht.2) OXO 145-13/16" x 9 48-7/8" x93-1/2" +/-60 PSF A ARGE MISSIL A LO 41-3/4" x 86-3/8" IMP M PACT O - x 96" A XO 80" x " 96 x 48-7/8" x 77-1/2" DLO 41-3/4" x 70-1/4" +/-60 PSF g B LARGE MISSILE IMPACT OXO 14596" " x 80" OXXO 191-1 /8" x 80" B 1- 4/812019 LUCAS A. TURNER, P.E FL PE 9 58201 2428 Old Natchez Trace Tri Camden, TN 38320 PH. 941-380-1574 1EET DESCRIPTON: GENERAL NOTES AND ELEVATIONS :AWN BY: DATE: ADE 06/03/08 WG#: CWS -298 D 'ALE: SHEET 1:33.33 1 OF 6 PAIR OF ANCHORS AT EACH SEE SHT 6 FOR SPACING SECTION C -C FIXED PANEL ATTACHMENT QUANEX DURASEAL IG SPACER 1" OVERALL 316' TEMPERED 3f8" AIRSPACE 716' LAMINATED GLAS 3118" ANNEALED GLASS 090 KURARAY SENTRY GLASSINTERLAYER 3/16" ANNEALED GLASS OL XL ,13 PURFECT GLAZE "H" SIKAFLEX 552 it13116" GLASS BITE NOTE: 1:1.33 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LASS TYPE SETTING BLOCKS PER FBC 2411.3.3.1 J�7 I I OR V OVERALL 3116" TEMPERED 318" AIRSPACE 7/16" LAMINATED GLASS 3116" ANNEALEDGLASS .105 KURARAY PVD INTERLAYER 3/16" ANNEALED GLASS PURFECT GLAZE "H" SIKAFLEX 552 131 16" G ISS SITE 1:1.33 GLASS TYPE B 29�offl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8900 PVC SLIDING GLASS DOOR - IMPACT Z Z. azo sb Z W J O a W W W z0z C-zF_ O F-W�zO3::i3= Z z=8QOQ WO U Orn H"z Hrn O_ o z ?r�vi z OO pN MU— Q FUag t a �Ya. q:0�u~i O W I- 0 IL X: d a Mw -;g: '�4z 4/8;2019 LUCAS A. TURNER, P.E FL PE # 58201 2428 Old Natchez Trace Tri Camden. TN 38320 PH. 941-380-1574 HEET DESCRIPTON: SECTION VIEWS - OXXO AND GLAZING DETAIL RAWN BY: DATE: ADE 06/03/08 WGO:REV CWS -298 D GALE` SHEET 1:2.63 2 OF 6 . . ... . . . ... •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• SECTION D -D SECTION E -E NOTES; 1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. CILMOM0 1900 SW 44TH AVE. OCALA, FLORDA 34474 wWw.Cws.CC 8900 PVC SLIDING GLASS DOOR - IMPACT Z 3 azo FOw0 W<WrOp W ZOOZ KrZF 0 Zw§>-Ow3:5 LL F -W ZF-Z—M= Z Z=Ma¢WOO O OU)'V-Zo- oa- Z Z O z U N z o V y PFLL20OWZ wWo Z(o w OOa�wiwvl irNIL0w O WF 0 W=may M � a Mia zz 4/812019 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trace Tri Camden, TN 38320 941-380-1574 SECTION VIEWS - OXO AND XO/OX ADE 1 06/03/08 CWS -298 D ALE:SHEET 1:2.63 3 OF 6 5 1' XT 0.330" PVC ASTRAGAL -6043 X 7/8" X i5 15/16' - IG 9 I , 1 7I8' 1/6' L CMrfj=❑❑CJv PVC OUTER FRAME -6042 3 3 • • • • • • • • • •• •• • • • •• •• a I "' ' ' • FRAME CONSTRUCTION WINDOW • • • • • • • • • SYSTEMS 211/16' 1900 SW 44TH AVE. OCALA, FLORIDA 34474 1/6_ W W W.CW S.CC ,. '; 8900 PVC • s • ' •' 1 ��.•J •' • o • • •' FRAME CORNERS SCREWED TOGETHER 1:10 • • • • • • 6• • • • • VENT CONSTRUCTION 3.116 • • • • K. • 118' PVC PNL INTERLOCK - 6060 PVC PNL LOCKSTILE - 6059 PVC PNL INTERLOCK - 3033 VENTS FULLY WELDED 1:10 1/2' 1— 2" L 2 1116" 11/16"� I-- 8 3 21,116 ' 3 316"Lt 6" 3 1/16" 2 518' 1 15116^ 1/16" 1/8' L. 1/16' DUST PLUG ULTRAFAB PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP -4295 FIXED PNL COVER - 1597 'BACK FIN ULTRAFABi 211 1g^ SULLIVAN PVC 21/8" 37 vte 112"--{ 35 13/B• 13!16' 2 I I -�I jl— 3/4^ 1/16' ROLLER TRACK - 1930 � SILL THRESH COVER -1764 PVC SCREEN ADAPTOR -6045 718" 2 3118' -21/16' 43/8' 1 /8' 2 1 1/Bi 3 1 1/2" 1 1I/4" L1/16' L ,/16" PVC SCREEN CHANNEL - 6044 PVC TRACK FILLER- 6040 FIXED PNL SUPPORT - 1722 REINF. - 1726 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. REINF. - 1775 HIGHRISE - 1737 314" r 3 1314" 1/16" j� PVC WELD SUPPORT - 6046 7/16" 30, ,/8' L PVC GLAZING BEAD - 6037 Sl8' 9/1'0' 31 �i 1116^ PVC SCREEN TRACK - 6C41 SLIDING GLASS DOOR - IMPACT Q Z 3:<Z3:Z WJ0 awFZW w ZOZ X= -L o ¢m�y0=3:m w hw ZF�:M= Z Z=MamW00 O O�-Ov¢=Fw U uwn'-z PwQ- Z 0Z0,6z::'0 (n > $OFF=FO— W O Dw y 0 W N W <L� W J a O w�0 (L 1: am a waw a I 402019 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trace Tri Camden, TN 38320 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 1 06/03/08 CWS -298 D '"LE' SHEET 12 40F6 6" MAX. — I (TYP) 18" MAX. O.C. GLASS TYPE f 13" MAX O.C. GLASS TYPE 6" MAX. 11Z MAX O.C. I (TVP) (TYP) .. .. . . . .. .. . 8" (TVP)�T • • • • • • • • • • q" (TYP) • • • • • • • • I I ANCHOR LAYOUT NOTES: 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8900 PVC SLIDING GLASS DOOR - IMPACT a Z 3 <Z3: yw0 Z O W=?W ALE' O ZoZ Rwn>-O0_3:m 5 OF 6 LL Z t—w ZF-3:mf Z=MQw 0 Of-OVa¢=0w m Z Pena O Z_y ZFDw Q FzLL2w OOZ w 0,�aiow�w EE a.0 zea OJv)F a.x wF0 M V:w aw M a. .. I ... . ... . ... .• 1 s •• • • •• ••• •• 0 •• • • • • ••• •• I I I ANCHOR LAYOUT NOTES: 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8900 PVC SLIDING GLASS DOOR - IMPACT 1. INSTALL I TNO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. I 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 RES STANT 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 SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2" FOR MASONRY, 1" FOR WOOD AND METAL. I 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. j9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS. FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX'NINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS). I 4/8i2019 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trace Tri Camden, TN 38320 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES ADE a Z 3 <Z3: yw0 Z O W=?W ALE' O ZoZ Rwn>-O0_3:m 5 OF 6 LL Z t—w ZF-3:mf Z=MQw 0 Of-OVa¢=0w m Z Pena O Z_y ZFDw Q FzLL2w OOZ w 0,�aiow�w EE a.0 zea OJv)F a.x wF0 M V:w aw M a. 1. INSTALL I TNO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. I 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 RES STANT 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 SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2" FOR MASONRY, 1" FOR WOOD AND METAL. I 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. j9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS. FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX'NINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS). I 4/8i2019 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trace Tri Camden, TN 38320 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES ADE 1 06/03/08 VG rt: CWS -298 D ALE' SHEET 1.20 5 OF 6 SUBSTRATE BY OTHERS SEE TABLET PERIMETER SEALANT - BYINSTALLER INSIDE ANDOUT INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT - BY INSTALLER INSIDE ANO OUT DO NOT CCVER WEEP HOLES SUBSTRATE BY OTHERS `SEE TABLE 1 I TYPICAL HEAD ANCHORAGE • • • • • • • • • • • 2 7116" MIN. MIN. EDGE DIST. • • • • • • • • • • • • / SEE TABLE 1 • 1141• SYIM • • / INTERIOR i • • • • MIN.EMBt4NT SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 _t] • • • • • • 6 �O �1/4" MAX. SHIM ••• •• •>�• •• J 2 7116' MIN. *so 00 INTERIOR • • • • • • • • • • • \ e L1 • • • MIA."GOAT. SEALANT BETWEEN on-� SEE TABLE 1 \ SILL RISER AND FRAME Q \ BY INSTALLER An �QPERIMETER SEALANT BY INSTALLERyo INSIDE AND OUT SUBSTRATE BY OTHERS- SEE TABLE 1 8 HORIZONTAL SECTION MIN. EMBEDMENT TYPICAL JAMB ANCHORAGE I�z zlzlz, SEE TABLE 1 SEALANT UNDER SCREW F--27:16" -1- --i--MIN. EDGE DIST. HEAD BY INSTALLER MN. SEE TABLE 1 A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS Z ?i QZ� ob <wrow Z WJO W o UBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. 12' Orn O -Z a Fu~)a- 2.0 KSI MIN.) 3/16" ITW TAPCON 1" z Cd CONCRETE (2.85 OO�r}nowmw LL rn EE p O m W W W= I N HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3116" ITW TAPCON 1" 3" HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3!16" ELCO ULTRACON 1-1/4" 2.1/2" 17 MAX. O.C. 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON 1-3/8" 1" 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 1" 16 GAUGE (0.060-) MIN. STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD FIXED PANEL CLIP (33 KSI YIELD MIN); TEKS SELF -DRILLING SCREW THRU 0.060" 7/16" CLIP ANCHORS MUST BE LOCATED A MINIMUM 118" ALUM. t6063 -TS MIN.) OR #10 GRADE 5 SELF -TAPPING / FULL THREAD DISTANCE OF 3" AWAY 118" STEEL ;33 KSI'MIN.) DRILLING SCREW THRU 0.125" 7/16 FROM ANY MAIN FRAME FIXED PANEL CLIP,ANCHORS INTO: ANCHOR. CONCRETE (2.0 KSI MIN.) OR 3116" ITW TAPCON 1" 3" INSTALLATION HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) ANCHOR(TYP) CLIP DETAIL FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CONCRETE (2.85 KSI MIN.) OR 3/16" ELCO ULTRACON 1-1/4" 2 -312 - HOLLOW OR GROUT -FILLED CMU (ASTM C-90) NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE 1 I INSTALLATION ANCHOR SEE TABLE 1 TWO ANCHORS PER FIXED CLIP THROUGH PRE -DRILLED HOLES 1/4' MAX. SHIM FIXED PANEL MIN. EMBEDMENT SEE TABLE 1 T --} FIXED PANEL EDGE DIST. SEE TABLE 1 / c ` HORIZONTAL SECTION 6 FIXED PANEL ANCHORAGE WI� EMS ffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8900 PVC SLIDING GLASS DOOR - IMPACT Q Z ?i QZ� ob <wrow Z WJO W o ZOZ W_ZL_- Rw1 >-OW3:m LL Z H -w ZF3:2x ZMM<XWOO 'O Orn O -Z a Fu~)a- Z N 0 ouj DO- FZLLMZOOu_Z <SOwgFO— z Cd w OO�r}nowmw LL rn EE W0 J a En O m W W W= I N a 0- �3w a X� 4/812019 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trace Tri Camden, TN 38320 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 1 06/03/08 VG 0: REV.: CWS -298 D t°LF: SHEET 1:2.67 I 6 OF 6 Florida Building Code Online Page 1 of 2 BCIS 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 I Links I Search F rida Product Approval �grec2 t�USER: Public User B�Jn.t+eguipr P-d—t Anor-1 Menu > Prnrlu vt or Annliration Search > Annli a� is inn I tst > Application Detail Archived ❑ FL # FL16736-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Windows Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Compliance Method Ocala, FL 34474 Licow. • •• (352) 368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative ]ay 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 Licow. • •• Florida Professional Engineer • • • • • • • • • ❑ Evaluation Report - Hardcopy Received • • • • •••••• •••• Soo*% Florida Engineer or Architect Name who developed Lucas A. Turner • the Evaluation Report • • • • • • • • • • Florida License PE -58201 • • • • • • • • • a..* Quality Assurance Entity Keystone Certifications, Inc. • • • • • • • • Quality Assurance Contract Expiration Date 07/21/2020 • • • • • • • • • • • • • • • Validated By Steven M. Urich, PE *0000: • • • • • • • • • • ® Validation Checklist - Hardcopy Received • • • • • • • • • • • • •••••• Certificate of Independence F 167'6 R2 COI EvalReport871C.Ddf • • • • • Referenced Standard and Year (of Standard) Standard• E• AAMA/W OMA/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=wGEVXQwtDqu8obl`/`2fZm6... 6/6/2019 Florida Building Code Online 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 Page 2 of 2 Back Eext Contact Us :: 7601 Blair stone Road. TallahFI 12199 Phone: RSO -487-1824 The State of Florida is an AA/EEO employer. Cnovrioht 7007-7013 state of Florida.:: privacy Statement :: Acrescihility statement :: Refund statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick b=. Product Approval Accepts: ® • • • • • • Credit Card 1 "" Safe I ...... .... •••••• •• • https://www.floridabuilding. org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDqu8oblD/o2flZm6... 6/6/2019 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 EvalReoort871 C.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.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE FvalReoort869G.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. Back Eext Contact Us :: 7601 Blair stone Road. TallahFI 12199 Phone: RSO -487-1824 The State of Florida is an AA/EEO employer. Cnovrioht 7007-7013 state of Florida.:: privacy Statement :: Acrescihility statement :: Refund statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick b=. Product Approval Accepts: ® • • • • • • Credit Card 1 "" Safe I ...... .... •••••• •• • https://www.floridabuilding. org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDqu8oblD/o2flZm6... 6/6/2019 URNER -- T ENGINEERING-&— CONSULTING. INC. 1239 Jabara Ave. North Port, FL 34288 -Ph.-941-38 - 0-1574 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`" 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, -lA, -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. 16-1117.021 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.101. I have evaluated the materials in these NOAs and find that they comply with the req lii ements•U Ne 6'h 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 accou�re,*a financial interest in Custom Window Systems or in any company manufacturing or distributing plg4ycts for pvM4• this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a."41acial interest. in any other entity involved in the testing or approval process of this product. 000000 9..6 • Lucas Turner 2017-08-30 16:09+20:00 `�4�Eur�M,rr+ v No 56201 •:�� M ro i i t '2 STATE OF (U �r��ut' •. O 0 1 . ffigs 11�t�1���� `� 8/29/2017 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER - LARGE MISSILE IMPACT I I 751/4' MAX. OVERALL FLANGE WIDTH 74" MAX. UNIT WIDTH 33• GLASS DLO --y 641/4' ' MAX FLANGE B HEIGHT W. MAX UNIT I� IIILII `, HEIGHT O Y I 58 13/16" I I 1 GLASS 1 DLO r I 1 I I II 1 I C ' 5 33" GLASS DLO 36 5/16" MAX. SASH WIDTH — TABLE OF CONTENTS GENERAL NOTES &I ELEVATIONS...........1 SECTION VIEWS & GLAZING DETAILS....2 EXTRUSIONS & B.O.M...............................3 ANCHOR SCHEDULE & NOTES................4 INSTALLATION DETAILS ...........................5 B 59 9/16" MAX. SASH . . ... . . . ... • • .. • • .. . . . . . . . . . . . . ... . . . . .. . GENERAL NOTES: • . • ... 1. THE PRdbQCT tO&N,EFlEIroS OVIGNJD M M4UF*ACTURED TO COMPLg WI T E ORIPA BUILDING CODFi(FBC),"RRENT EDITION INCLUDiNG•THE HIGH VELECIVY HURRICANE ZORE (HVHZ) AND IS RATED•RDP, WIND ZONE *MISSILELEVEL DIAIAC?ftE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) •• • • • •• ••• •• 3. CONFIGURA71 ONS: �'i XQ . 0 0 0 0 • • • 4. DESIGN PRESSLJ&E QATING: • • • • • -NEGATIVE DEGIGN LOADS BASED VN,4E81wED PRL%SURE 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. I MAX. UNIT SIZE I DESIGN PRESSURE RATING IMPACT RATING L 74" x 63" 1 +/- 60 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:58-04:00 WINDOW SYSTEMS li 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT g z azp Qwo z z zOz x� w o �3�x a 0v aFu~ia 0 z to Z OZowzo 0 >- <-OW-=pz Z W 10awwalw AW a o wI_0 ul mmwN a � a a3a. 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 1 10/10/13 CWS -871 C SHEET 1:15 1 OF 5 INTERIOR SECTION C -C ALTERNATE FIN FRAME X INTERIOR SECTION B -B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 8 36) HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS 1:20 . . ... 7/8' OVERALL . . . ... .. .. . . . .. .. . . . . . . . . . . . 1/8" ANNEALED ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR •980 DUPONT PVB INTERLAYER TO HURRICANE FORCE WINDS. . . ... . . . . .. . n 43 PURFECT GLAZE'H" .. . . . . . .. . . • � e 7 z • • •• ••• • • • ••• •• .. . ..• •• GLASS TYPE A 1:1 —1/2" GLASS BRE OUANEx DURASEAL IG SPACER a=mffl WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT wo w zoz '<aLzw ¢ �> 3_ o y— olr m U. zi87d" irwoo ZO 0m�Za-P a - Q Z ??z~7N O Z 5 c6 70U >- �3uowg=LLpz w OwujcnawU)w a z=a m0�cn wF Ir w=wv}i a F D w 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-38D-1574 IEET DESCRPTM: SECTION VIEWS AND GLAZING DETAIL LAWN BY: DATE: ADE 10/10/13 FG #: REV.: CWS -871 C 1°LE' SHEET 1:2 2OF5 7/8' OVERALL 1/8" ANNEALED or TEMPERED 7/16' AIRSPACE 5/16' LAW 1/8" ANNEALED ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR •980 DUPONT PVB INTERLAYER TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS 1/8' ANNEALED (REM 27)ru n 43 PURFECT GLAZE'H" SKAFLEX 552 GLASS TYPE A 1:1 —1/2" GLASS BRE OUANEx DURASEAL IG SPACER a=mffl WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT wo w zoz '<aLzw ¢ �> 3_ o y— olr m U. zi87d" irwoo ZO 0m�Za-P a - Q Z ??z~7N O Z 5 c6 70U >- �3uowg=LLpz w OwujcnawU)w a z=a m0�cn wF Ir w=wv}i a F D w 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-38D-1574 IEET DESCRPTM: SECTION VIEWS AND GLAZING DETAIL LAWN BY: DATE: ADE 10/10/13 FG #: REV.: CWS -871 C 1°LE' SHEET 1:2 2OF5 PARTS LIST VENDOR A. Rail Kevmark 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/Fla.. PVC Mikron Mikron Mikron Mikron Mikron Summit P-3033 Screen Spring, SS Hurley P-3113 Screw Support, PVC Team Plas P-3218 Screen Frame Alkmetal P-3228 Screen Spline, .155 Dia., Blk. Dopa P-4754 Screen Frame Comer Key Allmetal P-3342 Seam Sealer, SM -5504 Schnee P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. FmnkLow P-3429 Wstp., 0.270 x .187 back FinSeal, G Uftrafab P-3539 #8x 3/4• Square TEK 2 Zinc Fastenal P-4730 #8 x 1/2" Truss PH TEK 2 Zinc Fastenal 20 1 P-3752 lCap Plug, 1/2" Hole 21 or P-5250 Spring Lock, Impact, PVC 22 P-4779 Roller, Tandem 23 P-4051 #8''x 1 1/4 Ph FH TEK, Wt 24 P-4069 Keeper, impact, PVC 25 P-4479 Weep Cover w/ Flap 26 P-4638 #8 x 2 1/2 Ph Truss SMS 27 P.4958 Rotary Lock P-4633 Barrel Fastener S-1112 Reinforcement, Head S-1498 Ralnf. S.B.R./S.S.R, S-1776 Roller Track S-2000 Panel Catch, Head, Impact S-6005 Anti Lift S-6013 Scrn. Adapt., w/ Nib, PVC S-6014 S-6063 Scm. Adapt., PVC Fixed Rail Cover S-6064 Glazing Bead GLASS 12EE SHEET2 MAWN Rv InnTF Parrett Glaze "H", SikaFlex Interlock M&M Sullivan Sullivan Uftrafab Mikron Mikron Mikron Mikron Mikron . . ... . . . ... . . . . . . . . . . . . ... . . . . .. . 31 CORNER CONSTRUCTION IATERIAL 31/6' • • • • • • • ((/�iN1(�7n(�1 W/ Alum • • • • • • • • • • • • 1 1/2• • • • WINDOW SYSTEMS Alum • • •3 76- • 8 5 • • • • • • • 1900 SW 44TH AVE. Alum • • • • • • OCALA, FLORIDA 34474 PVC 211/16" 39/16" 21/8' 1/16' WWW.CWS.CC PVC 1/16" I� PVC • • • • • • • "RNER WELD • • • • • • • (ALL SIDES) 8200 PVC PVC L ••• • • • •1:8 HORZ. SLIDER PVC PVC FRAME FLANGE -6049 RISL -=83$ • • • PVC FRAME FIN -6048 • • • • • • • :so 'rr IMPACT 15 Rubber �r�23/16• 1 15/1s•�i s/1s• 6 g o O W o 6 F ❑WO 00 7OIIFonn 7 4 o W z O z 0: ? 1 5/8" Q 15/8" q 151 u. F w 3} O� 2 2 Silicone 1/16Nylon' q 1/16" L 1/16" 1/16^ FIXED MEETING RAIL O O F=-• O'j Q W O O LL L SCREWED TOGETHER WITH V 0 u z o- P(o a ❑ z- ZI.- Rubber PVC SASH MTG. RAIL -6050 PVC SASH SIDE RAIL -6051 PVC SASH TOP/BTM RAIL -6052 PVC FIXED RAIL COVER - 6063 OUTE 8RAME ? Z O O U � z ¢ I-WMOOWZ ¢Q3:>OwFF_O- Steel 5/8" 3/4' F D F} 7 3 0 Steel 3/16' 7 �V1,1.- Fr Z rn W 0. O_j N 1-- Nybn 1• 15/16" p w � O0. W = �6)O L1 v16" iz M of uj3w a � a SASH MTG. RAIL -1497 SASH REINF. -1699 +��N��r�rrrrrr Nylon I - 6. I 1 5/16"��++` pp10RE W l rir4 Steel 95 7/16" 7 1/4' +` 9 •• CEN G lo 3/16• 3/4"••�\ 3F•.'f'y y 7/8' 1/16" — 34 �; No 58201 "••:�9 L Nylon L 3 1/t6• Steel PLAN VIEW -1999 HEAD IMPACT HOOK- 1999 -T+1/16• - _- S.B.R./S.S.R. - 1498 ROLLER TRACK - 1776 Zinc ROLLER STATE OF `:btu: Zinc 0 3/16' 0 1/4�•7/a -{ "'o 7/8" Steel 6 41 T -I 1/16.s• I L " _I 7/8"C 9/ 31 Alum -1 5/8• f-- L L Alum Alum 5/L 36 PVC GLAZEBEAD - 6064 GLAZE BEAD - 1112 t/16' L - Alum PLAN VIEW -2000 PANEL IMPACT CATCH -2000 v2• 1 va•y 3/e' 1 sd16 -{ 9/22/2017 Alum I I PVC 3/16.0 3 LUCAS A. TURNER, P.E. PVC 3' F• �t-1/2" L-1/16' 1/16" FL PE # 58201 11 PVC SCREEN CATCH - 6013 PVC ANTI -LIFT - 6005 1239 JABARA AVE. PVC T SCREW SUPPORT -3113 NORTH PORT, FL 34288 C PH. 941-380-1574 PV PVC 1 1/8'-{ 5/16' SHEET DESCRPTM: ,LASS 39 BOM AND EXTRUSIONS ilicone 1/16" PVC SCREEN SUPPORT -6014 MAWN Rv InnTF ADE 10/10/13 ' DWG#: REV.: CWS -871 C LIN33 E ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. §DALE: SHEET 1:2 30F5 12 1/2' MAX. O.C. (TYP.) 6" MAX. (TYP.) 6" MAX (TYP.) 17" MAX O.C. (TYP-) �Rf9© ANCHOR LAYOUT - (FLANGE) INSTALLATION ANCHOR (TYP.) 8' MAX O.C. (TYP-) . . ... . . . ... I I a' .. .. . . . .. .. . W . . . . . . . . . . w3wN F --a aVuuaaq� ,0" NDREWa���i� J: No 58201 t�11 • . . ... . . . . .. . • • • • --� 3" (TYP.)SEE NOTE 2 4- MAX' (TYP.) 8" MAX. O.C.•(-%r.) • • • • • • • • -.0 3' (TYP-) r l i l l 1 4" MAX (TYP.) SEE NOTE 2 �Rf9© ANCHOR LAYOUT - (FLANGE) INSTALLATION ANCHOR (TYP.) 8' MAX O.C. (TYP-) ANCHOR LAYOUT - (FIN) • IN3�ALL'TroN • • CHOR (1YP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 1 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 OI F 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. 1 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 T 1 0 PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. 1 1 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 1 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(E)CTERIOR DOORS) WINDOW SYSTEMS Q 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 3 z <Wp w Q O ZOZ XMw- I O I ^ I I � I I a' O ANCHOR LAYOUT - (FIN) • IN3�ALL'TroN • • CHOR (1YP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 1 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 OI F 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. 1 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 T 1 0 PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. 1 1 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 1 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(E)CTERIOR DOORS) WINDOW SYSTEMS Q 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 3 z <Wp w Q O ZOZ XMw- g ¢m�ZZ00=�m Z ZXm Xwpo O 0m - zaH✓ia Z N 9Z U(nZ mUU >- �3Og?oz W H��oW�W z=a a:0 a O w w�-a ma w3wN F --a aVuuaaq� ,0" NDREWa���i� J: No 58201 t�11 STATE OF z::�-1 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 10/10/13 ✓G #: REV.: CWS -871 C ASE' SHEET 1.20 4 OF 5 . . ... . . . ..• •• .. • • . .. .. . . . . . • . . . . . SEE TABLE 1 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MN.) MIN. EMBEDMENT MIN. EDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 BY INSTALLER INSTALLATION ANCHOR TABLE EMBEDMENT . . ••• . • . • ..• INSTALLATION SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT - BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHEF SEE TABLE 1 I 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 V—MIN. EDGE DIST. � SEE TABLE 1 (A) VERTICAL SECTION 5 TYPICAL SILL ANCHORAGE KSI `-PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER �g� HORIZONTAL SECTION 5 TYPICAL JAMB ANCHORAGE IOR TYPE 1 MIN. EMB[ 11W TAPCON 1-1/2" ry m"r MIN. EMBEDMENT 3/16" ELCO ULTRACON 1-1/4" TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE 2XMN. SOUTHERN PINE (G=0.55) i 3/16" ITW TAPCON OR ELCO ULTRACON BY OTHERS 7/8" MIN. EDGE DIST. 1/4' MAX. SHIN/ SEE TABLE 1 #10 WOOD SCREW SEE TABLE 1 7/8" SUBSTRATE BY OTHERS 16 GAUGE (0.06(") MN. STEEL STUD (33 KSI YIELD MN) #10.16 HLTI KWK-FLEXOR ITW TEKS SELF -DRILLING SCREW SEE TABLE 1 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MN.) MIN. EMBEDMENT MIN. EDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 BY INSTALLER INSTALLATION ANCHOR TABLE EMBEDMENT INSIDE AND OUT SEE TABLE 1 SEALANT BEHIND g I- W / FLANGE BY INSTALLiR 1/4" MAX. SHIM INSTALLATION SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT - BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHEF SEE TABLE 1 I 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 V—MIN. EDGE DIST. � SEE TABLE 1 (A) VERTICAL SECTION 5 TYPICAL SILL ANCHORAGE KSI `-PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER �g� HORIZONTAL SECTION 5 TYPICAL JAMB ANCHORAGE IOR TYPE 1 MIN. EMB[ 11W TAPCON 1-1/2" ry m"r II.KVV 1tILLLU UWU (AS IM CG91J) 3/16" ELCO ULTRACON 1-1/4" - 2-1/2" FLANGE 2XMN. SOUTHERN PINE (G=0.55) i 3/16" ITW TAPCON OR ELCO ULTRACON 1-318" 7/8" FLANGE 2X MN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.06(") MN. STEEL STUD (33 KSI YIELD MN) #10.16 HLTI KWK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" • • • • • • • • • • • • • • • • • • • /� �/7Ry� • MIN. lDGE DIS1R SURATE WINDOW SYSTEMS • SEE'%kBLE 1 • • BYY QQ ERS 1900 SW 44TH AVE. • • • • • •MAX • • SEETABLE 1 OCALA, FLORIDA 34474 1/4 SHIM• WWW.CWS.CC • • 8200 PVC .' • HORZ. SLIDER • • • • • • • •SEE TABLE EMBEDMENT IMPACT PERIMETER SEALANT g I- W z aZ3 O W O Q WF O p tu Z 0 7 BY INSTALLER NSIDE AND OUT O O z 0-' F? H Qm�Z}ZOK3'm INSTALLATION ANCHOR Z Z= 2 Q Z W 0 0 SEE TABLET 0 OF-0Li< ,w h D. SEALANT BEHIND FIN BY INSTALLER Z t~Z p (9 =))- j U N VCd Z %C'� HORIZONTAL SECTION 5 Q F? O wU 0 O 0 TYPICAL FIN ANCHORAGE 21 F HEAD AND SILL SIMILAR FOR FIN INSTALLATION F 0 O O M)3:92 W NNW fAO JfNW Ln I- a O 111 0 IL m a a �3a. PERIMETER SEALANT BYNSTALLER INSIDE AND OUT \ D 1 HORIZONTAL SECTION 5 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. 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEET DESCRIPTION: INSTALLATION DETAILS RAWN BY: DATE: ADE 10/10/13 MG #: REV.: CWS -871 C ALE: SHEET 1:2 50F5