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WS-18-3518Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.:'WS-11-18-3518 Permit Type: Windows/Shutters C/axsi�ication: Window/Door Replacement Permit Status: Approved Issue Date: 12/03/2018 Expiration: 06/03/2019 Parcel Number 9817 N MIAMI AVE, Miami Shores, FL 33150 1132060131100 Contacts ISAIAS CRUZ 9817 N MIAMI AVE, MIAMI SHORES, FL 331501746 Owner Description: REPLACE 8 WINDOWS FLORIDA HOME IMPROVEMENT WAYNE THOMAS BURNETT 3850 SW 30 AVE, HOLLYWOOD, FL 33312 Business: 9547924415 Contractor Valuation: $ 13,500.00 Total Sq Feet: 0.00 Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Scanning Fee Technology Fee Windows/Shutters Fee $50.00 $8.40 $2.00 $2.00 $2.80 $9.00 $2.75 $60.00 Total: $136.95 Inspection Requests: 5-762-4949 Payments Total Fees Credit Card Credit Card Amount Due: Date Paid Amt Paid $136.95 11/26/2018 $50.00 12/03/2018 $86.95 $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accep ing this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are requi ed for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS Fri VIT: 'fy that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin! cc tr .ti'n and zoni g. Futher"ore,'I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date December 03, 2018 Page 2 of 2 A1,1 BUILDING PERMIT APPLICATION *BUILDING El ELECTRIC ['PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. Sub Permit No. [i ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR TED. NOV 2 . 118 BY: FBC 20 JJsla 3S1$ JOB ADDRESS: ° Q f ) 1' O M9 tv City: Miami Shores County: Folio/Parcel#: 11- 3 Z Q (o-b 00 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: OWNER: Name (Fee Simple Titleholder): -E,5 ?CAL (" 1 L AddressCM f ,) M\0.M% 1�+ City: ►JflaNgt S\o1 S State: Tenant/Lessee Name: N/A Email: N/A FFE: DRAWINGS Miami Dade Zip: 3.11S L) Phone#: SOS- 31 Zip: 33, SU Phone#: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE uty: HOLLYWOOD Qualifier Name: WAYNE T. BURNETT State Certification or Registration #: CGC061890 DESIGNER: Architect/Engineer: N/A Address: NIA Value of Work for this Permit: $ L3 y S00 Type of Work: ❑ Addition ❑ Alteration State: FL Phone#: 954-7924415 zip: 33312 Phone#: Certificate of Competency #: Phone#: N/A City: N/A Square/Linear Footage of Work: ❑ New Description of Work: REPLACE '1' i AJt'‘ r LwS State: N/A zip; N/A 0 Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ SO pCfi d Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ 6)6, ' �'� NOTARY P • . Si;� r Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDRIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 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 o 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 certlfled copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this ZND day of 1Say5Z me or who has produced identification and whovdidtt>�}}P',,n watts' ABDIEL R. CASTILLO • , MY COMMISSION # GG 079600 ��. EXPIRES: March 6, 2021 ti:EdfQ:` Bonded Thru Notary Public Undeiwiters , 20 116 by ,Wh own to as Prin Seal: APPROVED BY (Revised02/24/2014) The foregoing instrumin,t wa 20 day of NO G� lNa, T. 6.34,ic rr cknowledged before mQ this 20 ( • by , who I me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print. Seal: Plans Examiner ;4'4;: MIGUEL A MERCADO MY COMMISSION # GG095745 EXPIRES April 19, 2021 to as Structural Review Zoning Clerk IVliami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements 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). Acknowledfnen Qualifier/Owner Signature Date Print Name The Work. Contractor agrees to perform the work described below: 1) Remove existing units to be replaced. (NOTE: Removed Items are likely to be damaged.) 2) Prepare openings as necessary to receive reptacemeM units. 3) WINDOWS: C1 FHA Energy Stoma Saver �^ Simonton Vinyl Insulated install Aluminum Insulated. Aluminum Non -Insulated 4) Doors: , FHA Energy Slam Saw! Aluminum Insulated, _ Aluminum /4onnsulated — ). Florida corporatton ('Contractor` or 'FHA", and ownerls) nab above of the ?andante located at the address Asted above ("OwnergownDemesne we gown from the Inslde. On sliding glass doom Active end Flaed Perot, we lesennod. On easenwnb French do and single ors the hate Ix teenaged Mehl Nino ant left MYge. On OevWiytldi Dews lie ware active drawls levelNMd Inspect: ( V) Non -Impact: ( j Color. White: � Tan: Orange, way - , Lnp tyMl Hwish: of Yes[ eC 1 Standard,G Custom Rembis hens OW_ ACM Acme Flxra ACINr MhtleiSticuaset AA AIPA FW AAF FM Qty Qty Qty Qty Qty Qty �1R wy1. AF1.. LH RH DIDILDINICILPSWI 1'IRg.11ldar 0 gfaliffiliffaChilega Aft it ray — OAK aty-- mass: Sc. LA 1MA •K ; b1ANAN r t CcaNe._ iTy1SL.t. LATE D y1✓ S) wort Nor to be replaced: 'F LoR OA 9-CCOM } S Lt Q l r15 G L SS L)C017 INITIAL HE t J t71►1tt1C Warranty. Manufacturers Warranty sent upon competition. Ls)T -s-n1h 1 e Florida Home improvement Aesocian' Llcenu No. COG O619901 mute 3444 SW 42nd Si. Ft. Lauderdale, FL 33312 Job# 1-1 to o O 2-. mama NOM IMPRO TNEKT ASSOCIATES Replacement Windows Contract Broward Tit 154.792.4415 MUM Dade Tel: 7054434499 Fee: 954:792.2170 Web:FHAPRODUCTLCOM EnlaN:1NFO0FHAPRODUCTB.COM NZ Home Phone:30 3 IC-- Bus. Phone: come: S!17 rl S Welki MIA►'►'i1 Ave t-tlAMs SMo12ES ""PL.3 31 SO . State Zp Address aty Thai Contract h made and a^teed into thh day Z4 C. C.-1- 201 C...and d between Florida Home -Improvement Assodates Inc, INff1AL HERE b) 7) If applicable. re shutter panels, and/or`sea! bars. Special Inspirations mec1L e_ T't tx y9 C, Iz t cc_ t t7 ► STA L t4 lot- r c_ f3f.eatca9e_ • c- rL..Y\ a) Oeawap yob debris and provide necessary permits end Insurance. prior to commencement of any work 9) If applicable, in the event that Contractor Is unable for whatever reason to obtain proper permits p Contractor shall refund any previous payment and this transaction shag be automatically oticelled. (No finish work other than normal installation is to be do led below.) 1 Additional Work: �ic:C'D (3mtC •-rfllNte- j \ t. C�% c l C r nottn� •ricj , p.'.rtv\t'f S �vStiPeC_TtCj►7 C+ve, rTeu- .4- �►4 Poavrt Sc Cie; Contractor shag commence the work within (2 lays after execution of the Contract (tire 'Commencement Date) and shall endeavor to Contract Price S 1. SCt, Sales Tax x) $ 1.' Of applicable) r Sbr✓ Total Contract Price S 1 _ complete a1 work hereunder within _:a., days after the Commencement Date. The TOTAL PRICE for all Labor and Materials (including any applicable discount) Is $ t r Sob AD Down Payment $ 16 .aQ Balance Payahle 5 13 l S[Jc� m Contractor cola provide to Owner a Final Waiver and Release of Lien and Contractors Final Affidavit to Owner, substantially slmttar to the forms hrtuded in Macaw 711. Fklrida Statues 124651. Cede erEAstr NO)Owner eaectt to apply for financing of the above -statue hemp sum amount. tf yes rs client seelnondng agreement and neared documents Notice to the Omer. it fronting A Whig obtained by Owner al. De net sign this hone angrrwroant waked Oridww fkandni document) In blank. b). lieu tie entitled le it copy of the e.naact el the the you slim. deep It te 'toted yaw lyd sights. ct The Manuel decumena attached to thb hone Mprovannenl contract may comeln a mortgage or oneness mete a Inn en year progeny that wutd be foregosed se d yse M tin peg, De eve lire uneentand all progeam oaths canoed end anandal dearnen s balm yaw in. ylncebneous: Thu contract contains the entire contract of the parties. It may not be changed [rally but only by a signed change order or other 'mu" arMndnent Thy waver y any parry of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF. the Parties hereto have esecuted this contract, under seal, as of the day and year first above written. You the Buyer may cancel this transaction at any lime prior to midnlplt on the thhd business day after the data of this tmnaaction. Sea tha a11e ce of ntedi form for en alcplanatlon of this rigid. Owneirj /G7.canted rCl� ISljniture of Owner (SI$nature of Owner) By: tit o FHA ""1 Aca a sic cvs��-�l�t (N�jr it s Csi,.E t ES GT•2`1 Date Home Owners Association Name: Memel: YES ( ) NO ( Building Nome: Scanned by CamScanner Property Search Application - Miami -Dade County E -..�.-.OF PROPERTY • APPRAISER Summary Report Property Information Folio: 11-3206-013-1100 Property Address: 9817 N MIAMI AVE Miami Shores, FL 33150-1746 Owner ISAIAS CRUZ Mailing Address 9817 NORTH MIAMI AVE MIAMI SHORES, FL 33150 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 2/1 /0 Floors 1 Living Units 1 Actual Area 1,439 Sq.Ft Living Area 1,315 Sq.Ft Adjusted Area 1,314 Sq.Ft Lot Size 9,750 Sq.Ft Year Built 1940 Assessment Information Year 2018 2017 2016 Land Value $219,275 $219,275 $219,275 Building Value $91,454 $91,454 $91,454 XF Value $23,316 $23,512 $23,709 Market Value $334,045 $334,241 $334,438 Assessed Value $222,225 $217,655 $213,179 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $111,820 $116,586 $121,259 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 53 41 6 53 42 PB 10-70 MIAMI SHORES SEC 1 AMD LOT 12 & S2OFT LOT 11 & N5FT OF LOT 13 BLK 8 LOT SIZE 75.000 X 130 Page 1 of 1 Generated On : 11/2/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $172,225 $167,655 $163,179 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $197,225 $192,655 $188,179 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $172,225 $167,655 $163,179 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $172,225 $167,655 $163,179 Sales Information Previous Sale Price OR Book - Pa a 9 Qualification Description 12/03/2010 $100 27518- 1478 Corrective, tax or QCD; min consideration 09/01/2000 $135,000 19305 2687 Sales which are qualified 08/01/1995 $0 17042- 0635 Sales which are disqualified as a result of examination of the deed 02/01/1995 $0 16756- 1667 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp https://www.miamidade.gov/propertysearch/ 11/2/2018 P:=q h•(GCp- GCp �) V (mph) Risk Category Exposure Kd 0.85 Kat 1 Figure 26.8-I, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.0 degas. theta 14.0 degc. Meaneight 16 17 18 19 20 21 22 23 24 25 26 27 175 1620 FBC far HVHZ, or Fig. 26.5-1a II Table 1.5-1, page 2 C Section 26.7 Table 26.6-I, page 250 Arca of component 11 ' 0 Specialty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite #20 Boynton Beach, FL 334326 FL. CA#009217 Intstuctions and limitations of Use WS C�-3sf� Wind Veloc0es in South Florida Dade Broward Palm Beach Risk Cat. 1 165 156 156 Low risk to humans (farms, shsls) Risk Cat. 2 175 170 170 Single Family Rcsidux:cs Risk Cat. 3&4 186 180 180 Essuaial Facilititc 2 3 4 5 8 7 8 9 10 12 Charts provide wind pressures based on the mean roof height. And shall not exceed 60'-0". Design pressures are for an enclosed builinding (shutters or other impact resistance protection required). User shall determine the mean roof height, ( Eeve height + Roof Peaky2. End zone distance is the lessor of 10% of length, 10% of width, or 40% of the mean roof height and not less than 3'-0" If 50% of a component is in a particular zone then that component is considered to be in zone with the majority of the area. If questionable then place in Zone 5 Each component, window, door, mullion has a tributary area that is area to be used. Area of components to rounded down but shall not be less than 10 sf. For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18. Wind pressures are based on Allowable stress design. Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') Charts and values listed herein are only valid when signed, dated, and sealed by Gary McDougle, PE #56214 or Mark LeBlanc, PE #35683 or Adam D. LeBlanc, PE#77012 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2. This calculation is valld for FBC 2014 (5th edition) and 2017 (6th edition) No reduction is taken for slopes less than 10 degrees. Arca of component 15.0 sf Arca of -component 20.0 sf Area of component 25.0 sf Area of component 30.0 sf Area of component 35.0 sf Area of component 40.0 sf Arca ofcomponent 45.0 sf Arca of component 50.0 sf Arca of compooran 55.0 st Arca of component 60.0 sf Zone 4 40.1 -43.4 -44.0 41.1 -44.6 41.6 -45.1 42.1 -45.7 42.6 -46.2 43.0 -46.6 43.4 -47.1 43.8 -47.5 44.2 -48.0 44.6 -48.4 45.0 -48.8 45.3 -49.2 ZoneE 40.1 -5 40.6 -54.4 41.1 -55.1 41.6 -55.7 42.1 -56.4 42.6 -57.0 43.0 -57.6 43.4 -58.1 43.8 -58.7 44.2 -59.2 44.6 -59.7 45.0 -60.2 45.3 -60.7 Zone4 38.8 -42.2 39.3 -42.8 39.8 -43.4 40.3 -43.9 40.8 -44.4 41.2 -44.9 41.6 -45.3 42.0 -45.8 42.4 -46.2 42.8 -46.6 43.2 -47.0 43.5 -47.4 43.9 -47118• 28 29 45.7 -49.5 46.0 -49.9 45.7 -61.2 46.0 -61.6 :4.2 Zone 5 38.8 -51.3 39.3 -52.0 39.8 -52.7 40.3 -53.3 40.8 -54.0 41.2 -54.5 41.6 -55.1 42.0 -55.6 42.4 -56.2 42.8 -56.7 43.2 -57.2 43.5 -57.6 43.9 • •51.1 • -48/02 -48.5 4:2 • •58.5 • • •4:.6 • -59.0 Zone4 Zone5 38.4 -41.8 38.9 -42.4 38.4 -50.6 38.9 -51.3 39.4 39.4 -42.9 -51.9 39.9 39.9 -43.5 -52.6 40.3 40.3 -43.9 -53.2 40.7 40.7 -44.4 -53.7 41.2 41.2 -44.9 -54.3 41.6 41.6 -45.3 -54.8 42.0 42.0 -45.8 -55.3 42.3 42.3 -46.2 -55.8 42.7 42.7 -46.6 -56.3 43.1 43.1 -47.0 -56.8 43.4 43.4 •-47.3• 467.3# •:43.•: • i3' i •-471i • i6Wko ••44.1•• :4.1.• -48.0 -58.1 Zone 4 37.9 -41.4 38.4 -42.0 38.9 -42.5 39.4 -43.0 39.9 -43.5 40.3 -44.0 40.7 -44.4 41.1 -44.9 41.5 -45.3 41.9 -45.7 42.2 -46.1 42.6 -46.5 42.9 •41.9 43.3 •47.2 •ie.6 -47.6 30 46.3 -50.3 46.3 -62.1 44.9 44.9 44.4 -48.9 -59.4 -48.4 • ••• ••• ••• • • • • • • •• • • • • 40.4 -58.5 ••• • • •' • •.• 43.9 -47.9 ••• • • • • • ••' • • • • • ts. • • ••• •• • •• • • •; • • • 7 • •• ••••• •• •• ••• • • Zone 5 37.9 -49.8 38.4 -50.5 38.9 -51.1 39.4 -51.8 39.9 -52.4 40.3 -52.9 40.7 -53.5 41.1 -54.0 41.5 -54.5 41.9 -55.0 42.2 -55.5 42.6 -55.9 42.9 -56.4 Zone 4 37.5 -41.0 38.0 -41.6 38.5 -42.1 39.0 -42.6 39.4 -43.1 39.8 -43.6 40.3 -44.0 40.7 -44.4 41.0 -44.9 41.4 -45.3 41.8 -45.7 42.1 -46.0 42.4 -46.4 42.8 -56.8 -46.8 43.6 43.1 Zone 5 37.5 -49.0 38.0 -49.7 38.5 -50.4 39.0 -51.0 39.4 -51.5 39.8 -52.1 40.3 -52.6 40.7 -53.2 41.0 -53.7 41.4 -54.1 41.8 -54.6 42.1 -55.1 42.4 -55.5 42.8 -55.9 43.1 Zone 4 37.1 -40.6 37.6 -41.1 38.1 -41.7 38.5 -42.2 39.0 -42.7 39.4 -43.1 39.8 -43.6 40.2 -44.0 40.6 -44.4 40.9 -44.8 41.3 -45.2 41.6 -45.6 42.0 -45.9 42.3 -46.3 42.6 41.9 s 1 v374 j� 1 i53.4 i • 42.9 r57 -56 RT!' • -47.0 Zone 5 37.1 -48.3 37.6 -48.9 38.1 -49.6 38.5 -50.2 39.0 -50.7 39.4 -51.3 39.8 -51.8 40.2 -52.3 40.6 -52.8 40.9 -53.3 41.3 -53.8 41.6 -54.2 42.0 -54.6 42.3 -55.1 42.6 42.9 55.9 Zone 4 36.7 -40.2 37.2 -40.7 37.6 -41.3 38.1 -41.8 38.5 -42.2 38.9 -42.7 39.3 -43.1 39.7 -43.6 40.1 -44.0 40.5 -44.4 40.8 -44.7 41.2 -45.1 41.5 -45.5 41.8 -45.8 42.1 -46.2 42.4 -46.5 Miami Shc 'es UIII-1ge APPROVED ZONING DEPT BLDG DEPT BY 3 Zone 5 36.7 -47.5 37.2 -48.2 37.6 -48.8 38.1 -49.4 38.5 -49.9 38.9 -50.5 39.3 -51.0 39.7 -51.5 40.1 -52.0 40.5 -52.5 40.8 -52.9 41.2 -53.4 41.5 -53.8 41.8 -54.2 42.1 42.4 -55.0 SUBJECT 1.0 CCMPLI NCE WI f J ALL. FEDERAL STATE ANL) CCIJN I RULZS AND REGULATIONS Zone 4 36.2 -39.8 36.7 -40.3 37.2 -40.8 37.7 -41.3 38.1 -41.8 38.5 -42.3 38.9 -42.7 39.3 -43.1 39.6 -43.5 40.0 -43.9 40.3 -44.3 40.7 -44.7 41.0 -45.0 41.3 41.6 -45.7 Zone 5 36.2 -46.8 36.7 -47.4 37.2 -48.0 37.7 -48.6 38.1 -49.1 38.5 -49.7 38.9 -50.2 39.3 -50.7 39.6 -51.2 40.0 -51.6 40.3 -52.1 40.7 -52.5 41.0 -52.9 41.3 -53.3 41.6 -53.7 41.9 -54.1 Zone 4 35.8 -39.4 36.3 -39.9 36.8 37.2 -40.9 37.6 -41.4 38.0 -41.8 38.4 -42.3 38.8 -42.7 39.2 39.5 -43.5 39.9 -43.8 40.2 -44.2 40.5 -44.6 40.8 -44.9 41.1 -45.2 41.4 -45.6 Zone 5 35.8 -46.0 36.3 36.8 -47.2 37.2 -47.8 37.6 -48.3 38.0 -48.9 38.4 -49.4 38.8 -49.9 39.2 -50.3 39.5 -50.8 39.9 -51.2 40.2 -51.6 40.5 -52.0 40.8 -52.4 41.1 -52.8 41.4 -53.2 Zone 4 35.4 -39.0 35.9 -39.5 36.3 -40.0 36.8 -40.5 37.2 37.6 -41.4 38.0 -41.8 38.4 -42.2 38.7 -42.6 39.1 39.4 -43.4 39.7 -43.7 40.0 40.4 -44.4 40.7 -44.8 40.9 Zone 5 35.4 -45.2 35.9 36.3 -46.4 36.8 -47.0 37.2 -47.5 37.6 38.0 -48.5 38.4 -49.0 38.7 -49.5 39.1 -49.9 39.4 -50.4 39.7 -50.8 40.0 -51.2 40.4 -51.6 Zone 4 35.0 -38.6 35.4 35.9 -39.6 36.3 -40.1 36.7 37.1 -41.0 37.5 37.9 -41.8 38.3 -42.2 -42.6 38.9 -42.9 39.3 -43.3 Zone 5 35.0 -44.5 35.4 35.9 -45.7 36.3 -46.2 36.7 -46.7 37.1 -47.2 37.5 -47.7 37.9 -48.2 38.3 -48.7 38.6 38.9 39.3 39.6 404 39.6 FAMILY 35 3/4 X 38 1/4 (+/-60) FL 16736.1 KIT CS7 FLORIDA LIVING DINING ENTRY • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • • • • ••• • • • .• • • • • : 0400 • • • • 0.0 • • • • • l.r •• .. • • •• •• • • • •• • • • • •• t,s ▪ • • • • • • • • ••• ••• ••••▪ • ••• • ••• • 36 X 38 1/4 (oZ-61 • FL 16536.1 • • • • • •• ••• •• •••• • • • • • • • • • • • • •• •NS • • • ••• •• B:TH 2.• e 73 X 62 (+/-60) FL 16736.1 OK+ 48,• 1.0 • BEE? 2 36 X 50 1/2 (+/-60) FL 16736.1 BED 52 X 50 1/2 (+/-60) FL 16736.1 6 i BATH k C) cW. 36 X 50 1/2 (+/-67.5) FL 6890.1 S,1Q tiS 36 X 38 1/2 (+/-60) FL 16736.1 ;Hr 36 X 50 1/2 (+/-60) FL 16736.1 1/4/2018 Florida Building Code Online PLORiOA DEPARTMENT OF usiness & Professional Regu ation r .bf� IE01 7H1 tSECRETARY - BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications FBC Staff I BCIS Site Map I Links I Search Product Approval USER: Public User Produrt AnnrovTl Menµ > produrt or Aooliration Search > Application I kt > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL16736-R2 Revision 2017 Approved 0 Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc • Evaluation Report from a Florida Registred•Rrrhitect er a Licensed Fbfida • • Professional Engineer • • • • • • 0 Evaluation Report - Hardcopy Received: • • • • • • • Florida Engineer or Architect Name who developed the Lucas A. Turner . •"• • • • • • ' • Evaluation Report • • • • • • • • • Florida License PE-58201 • • Quality Assurance Entity Keystone Certifications, Inc. • • • • • • • • Quality Assurance Contract Expiration Date 07/21/2020 • • • • • Validated By Steven M. Urich, PE • • • • • • 2 Validation Checklist - Hardcopy Ree ei fed • Certificate of Independence FL16736 R2 COI EvalReoort871C.odf Referenced Standard and Year (of Standard) • • • • • • • • • • • •• • Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2flZm6TgPohLz6ont0d5HABPugYUIX1zzFJrTCXA%3d%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/28/2017 09/29/2017 10/03/2017 12/12/2017 # Model, Number or Name Description DFL 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16736 R2 II CWS-871C.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R2 AE EvaIReoort871C.odf Created by Independent Third Party: Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16736 R2 II CWS-869C.pdt Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R2 AE EvalReDort869C.odf Created by Independent Third Party: Yes Next Contact Ua :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are pubic record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a Iicenseeunder chapter 455, F.S., please click hue,. Product Approval Accepts: •• • • • itheck °Ciedit Card I Saf@, 3 security \iETRIC • • •• • • • • • • • • •••• •• • • • • • • • • • • • •• •• • • • • •• •• • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2Urn6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 2/2 TENGINEERING & CONSULTING, INC. URNER 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 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6th Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-871C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 '94, ASTM E 1886 '02/04/05, ASTM E 1996 '04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 '08 4) Supplemental Calculations to support CWS-871C, 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-871C • 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. 16-1117AZt• • • • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A • } G206.10t • I have evaluated the materials in these NOAs and find that they comply with theettgiremepts.of the 6th Ed. (2017) Florida Building Code for use in this product. ""• • • Certification of Independence: I do not have, nor do I intend to acquire, nor will L acquire, a fin• ancial interest in Custom Window Systems or in any company manufacturing or distributing products for wkich this report is being issued. I do not have, nor do I intend to acquire, nor will I acquit, a.fittancia1 interest in any other entity involved in the testing or approval process of this product. • •. • Lucas Turner 2017-08-30 16:09+20:00 t�s,��tylei IRS EW i� �r . • No 58201 % *c c*' tre0 •• +• STATE O�...� ` 8/29/2017 '"0,cc�'•4ontp.••\.� LucasA.T P.E. • ,t . "�0i`/4fVALto` ``� Turner, FL PE #58201 HORIZONTAL SLIDER - LARGE MISSILE IMPACT 75 1/4" MAX. OVERALL FLANGE WIDTH 33' GLASS DLO 74" MAX UNIT WIDTH A 64 1/4" MAX. FLANGE HEIGHT 63" MAX UNIT HEIGHT 58 13/18' GLASS DLO O T e e e 59 9/16' MAX SASH HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS & GLAZING DETAILS2 EXTRUSIONS & B.O.M 3 ANCHOR SCHEDULE & NOTES 4 INSTALLATION DETAILS 5 A 33' GLASS DLO 36 5/16" MAX SASH WIDTH • •• • • • • • • • • •• • • • • • • • • •• ••• •• • • • •• • • • • ••• ••• ••• • • • • • • • • •• S" • • * • • • • • GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "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, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4' FROM BOTH ENDS. MAX. UNIT SWE DESIGN F ESSURE RATING IMPACT RATING 74" x 63" +/- 60 PSF LARGE MISSILE IMPACT • • • • • • • LucasTurne r 2017-09-22 13:58-04:00 CaQI111 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL /22/2017 t LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 9 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 10/10/13 DWG #: CWS-871 REV.: C SCALE: 1:15 SHEET 1 OF 5 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • INTERIOR SECTION A -A •• • � • ••• • • • • • • ••• • • • • II ••• ••• • • • • • • • • H D IMPACT HOOK AND • • • • • • • • • • • 4 B ARY LOCK LOCATIONS • • • • • 1:20 • • INTERIOR SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 & 36) 7 SECTION C-C ALTERNATE FIN FRAME ••• • • • • ••• • • • • • . • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS ((TEM 27) 7/8' OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIRSPACE 5/16' LAMI 1/8' ANNEALED J0k0 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE'H" SIKAFLEX 552 .11 fir, e 1r UA MIA 1/2" GLASS BITE OUANEX DURASEAL IG SPACER r SETTING BLOCKS PER FBC 2411.3.3.1I W1 N O SI11l./ WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS AND GLAZING DETAIL DRAWN BY: ADE DATE: 10/10/13 DWG#: CWS-871 REV.: C SCALE: 1:2 SHEET 2 OF 5 PARTS LIST ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 PART # H-1497 DESCRIPTION Reinf. Sash Meet. Rail VENDOR Keyma is MATERIAL Alum H-1699 H-1836 H-6052 Reinf. S.B.R./S.S.R, Meet. Rail, Fxd. Sash Top/Bot. Rail Keymark Keymark Mikron Alum Alum PVC H-6048 H-6050 H-6051 Main Fr., SH, w/ Fin., PVC Sash Meet. Rail, PVC Sash Side Rail, PVC Mikron Mikron Mikron PVC PVC PVC H-6049 P-3029 P-3033 P-3113 P-3218 Main Fr., SH, w/Flg., PVC Screen Pull Tab Screen Spring, SS Screw Support, PVC Screen Frame Mikron Summit Hurley Team Plastic Allmetal PVC Rubber RollFonn P-3228 P-4754 P-3342 Screen Spline, .155 Dia., Blk. Screen Frame Comer Key Seam Sealer, SM-5504 Dapa Allmetal Schnee Nylon Silicone P-3352 P-3429 P-3539 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. Wstp., 0.270 x .187 back FinSeal, Gr. #8 x 3/4" Square TEK 2 Znc FrankLowe Unrafab Fastenal Rubber Steel P-4730 P-3752 #8 x 1/2" Truss PH TEK 2 Znc Cap Plug, 1/2" Hole Fastenal M&M Steel Nylon 21 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 P-3783 or P-5250 P-779 P-051 Spring Lock, Impact, PVC Roller, Tandem #8 x 1 1/4 Ph FH TEK, Wht. Interlock M&M Fastenal Nylon Steel P-4069 Keeper, Impact, PVC Interlock P-4479 P-4638 P-4958 P-952 P-959 P-4633 S-1112 S-1498 Weep Coder w/ Flap #8 x 2 1/2 Ph Truss SMS Rotary Lock Keeper, Rotary Lock Wstp., 0.420 x .187 back FinSeal, Gr< Barrel Fastener Reinforcement, Head Reinf. S.B.R./S.S.R M&M Ajax Sulivan Suli en Ultrafab Fastenal Keymark Keymark Nylon Steel Znc Znc Steel Alum Alum S-1776 S-1999 S-2000 S-6005 S-6013 S-6014 S-6063 S-6064 Roller Track Frame Hook, Head, Impact Panel Catch, Head, Impact Anti Lift Scm. Adapt., w/ Nib, PVC Scm. Adapt., PVC Fixed Rail Corer Glazing Bead Keymark Keymark Keymak Mikron Mikron! Mikron • Mikron• • Mikron Alum Alum Alum PYQ • PVT • • Plra • b ?Yt. • PVC GLASS SEE SHEET2 CARDINAL GLASS Purfect Glaze "H", SikaFlex 552 Henk I/lSk LINE ITEMS NOT USED: 33 l9Nicone • • PVC FRAME FLANGE-6049 PVC FRAME FIN-6048 r-.1 3/16'�{ i F® 1 5,8" q q-0-1/16" FIXED RAIL - 1836 PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER - 6063 -0 3/16" O PLAN VIEW-1999 6" PLAN VIEW-2000 3/16" •• T 3" • • 1 i----f- 1/2" •• r „ •• • • • *SCREW SUPPORT-3113 • • • • • • •• • • • •• e 18 •• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • •• •• • • • • • • NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • L HEAD IMPACT HOOK - 1999 0 3/16" 5/8" 1/16' PANEL IMPACT CATCH - 2000 5/8" --1/16" SASH MTG. RAIL-1497 �{ 3/4" 3/16"- J CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 lIainSYSTEM WINDOW SYSTEMS /11g 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT 3/4" —1 } O 15/16" f 1/16" SASH REINF. - 1699 7/16" 1 1/4" 14111 1/16" S.B.R./S.S.R. - 1498 ROLLER TRACK - 1776 1/4" 1/16" 7/8" PVC GLAZEBEAD-6064 1/2" 1 1/8" 1 3/8" 1 r 1 5/16" L—r m 1/16" PVC SCREEN CATCH - 6013 5/16" PVC SCREEN SUPPORT - 6014 9/16" GLAZE BEAD -1112 PVC ANTI -LIFT - 6005 PROPRIETARY AND CONFIDENTIAL z�- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: DATE: ADE 10/10/13 DWG #: CWS-871 REV.: C SCALE: 1:2 SHEET 3 OF 5 12 1/2" MAX O.C. (TYP.) 6" MAX. (TYP.) 6' MAX (TYP.) 17" MAX. O.C. (TYP.) NOTES: 3" (TYP.) I3" (TYP.) rSEE 1 111 1 1 1 11 71 O r -r I I X I 1 I I I `II ANCHOR LAYOUT - (FLANGE1 NOTE 2 — INSTALLATION ANCHOR (TYP.) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 4" MAX (TYP.) 4" MAX (TYP.)- 8" MAX O.C. (TYP.) 8" MAX O.C. (TYP.) SEE NOTE 2 \ -- —1=r— 0 x { ANCHOR LAYOUT - (FIN1 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 W 11U A CQRIiOSIOfI 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 ANOHO R MINCPNCTUR� R'S INCIA LATOO� INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. • • • • • • • • • • • • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X.SUCWIFTWEVI,TitiEtrit2DUCTeinSLNIRATE. • • • • • • • 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FA9ITENERS: 38 FOR MASONRY, 1" FOR WOOD AND METAL. • '�•�I • • • • • • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FAST�NF? S Sry/Q.L BE PICR3Elt„YibESIGNI:CPBY Ttlt 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 WHAMS)* FMAMWDNIA 20(11W.W INDOW V, FMA/AAMANVDMA 300(EXTERIOR DOORS) • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Cllatgoni';% WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: ADE DATE: 10/10/13 DWG #: CWS-871 REV.: C SCALE: 1:20 SHEET 4 OF 5 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 MN. EDGE DIST. SEE TABLE 1 I MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM 1/4' MAX SHIM MN. EMBEDMENT SEE TABLE 1 05 A VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION 5 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS p3AM TYPE ANCHOR TYPE MIN. EMB . FLANGE CONCRETE (2.0 KSI MIN.) 3(1%'•ITVO T/'CQN : . • . ' : • 11/2" 1-1/8" 1'� FLAN r�i i- r_onl rrJ I Gp ��I I (117 PCF MIN) 3N6" ITW T/IPCOIf • • • • • • e • 1" • FLANGE CONCRETE (2.85 KSI MN.) 3/16bELCO YLTRAdDN• • • • i" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3%11g" ELM GLTR.CON - - ' ' 1-1/4" 2-1/2" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3/16" fT1N TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) • *Id0 Wj18D SCRIEyN • •: • • • 1a4%'• 7/8" FLANGE 16 GAUGE (0.060") MN. STEEL STUD • � (33 KSI YIELD MIN) • #M0-16 HLT1 KWMFLEXOR TIW IRKS tF•LF3RILI'Ia CcREW NULL THREAD RU I=1p0" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1#10 1/8" STEEL (33 KSI MN.) GRADE 5 SECF-TAPPING / DRLLNG SCREW PULL THREAD THRU 0.125" 7/16" FIN 2XMIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" • • • • • • • • • • PERIMETER SFAI ANT BY NSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4" MAX SHIM SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER 05C HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION O5 p HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. caeggonirt WINDOW SYSTEMS 1900 SW 44T1-1 AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: INSTALLATION DETAILS DRAWN BY: ADE DATE: 10/10/13 DWG 8: CWS-871 REV.: C SCALE: 1:2 SHEET 5 OF 5 • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1/4/2018 Florida Building Code Online Professional Regulation Florida 6�ppprr�r rtgonm ' ► OFFICE OF,THE i SECRETARY BCIS Home Log In I User Registration I Hot Topics I Product Approval USER: Public User Submit Surcharge I Stats & Facts I Product Ant1L0.YP1MPml > product or Application Search > Application I iat > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL6890-R6 Revision 2017 Approved 5 Publications I Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FBC Staff BCIS Site Map Links I Search I Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 • • amonteverde@cws.cc • • • • • • •• • • • • • • •• • • • • • • • •• • • • • • • • • Evaluation Report from a Florida RegisterWAtchitect dr a L9t ensed Flsine • • Professional Engineer • • • • O Evaluation Report - Hardcopy Received • • • Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report • • •• • Florida License PE-58201 • • • Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE g Validation Checklist - Hardcopy Received Certificate of Independence FL6890 R6 COI EvalReoort161D.odf Referenced Standard and Year (of Standard) • • • • • • • • • • • • • • •• • • • • • • •• • Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxRttBg2vaMoE%3d 1/2 ;1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/26/2017 09/29/2017 10/08/2017 12/12/2017 FL # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 psf, Max. size 37" x 72". Outer lite in I.G. to be fully tempered when used 30 ft. above grade in HVHZ. Glass complies with ASTM E1300-04. Installation Instructions FL6890 R6 II CWS-161D.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL6890 R6 AE EvalReoort161D.odf Created by Independent Third Party: Yes Back Contact Us :: 7fift Blair Stone Road. TTIlahasSee FI 17130 phone: 850-487-1824 The State of Florida is an AA/EEO employer Coovrlaht 2007-2011 State of Florida :: privacy Statement :: AggessIbilitv 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 emalts provided may be used for official communication with the licensee. However email addresses are pubic record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click Jere . Product Approval Accepts: ;Credit Card�� Safe security .tETRICS • • • • • • • •• •• • • • • • • • •••• •• • • • • • • • • •••• • •• • • •• •• • • • • • • • • • • • • •• • • • • • • • • •• • .• • • • • • • https://www.floridabuilding.org/pr/pr ape_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxRttBg2vaMoE%3d 2/2 URNER .T ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 161D August 28, 2017 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6th Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-161D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3673-1, -1A, -2, -2A, and NCTL-210-3674-1, -1A, -2, -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-161D. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36" x 72" with 1/8" (ITS or Temp.) outboard, -air- ' 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36" x 63" with 1/8" (Ann. or Temp.) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS-161D • Achieves design pressures of +/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone ...... • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. #16-111' 021 •. • • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA #i 7-02Q6.10%1...:. .. t I have evaluated the materials in these NOAs and find that they comply with the .req..uir. ements.of to ▪ •• •..: 6th • Ed. (2017) Florida Building Code for use in this product. • • • • • '..' .• . • • .... Certification of Independence: I do not have, nor do I intend to acquire, nor will I iigii.7, a fuiancial ...... interest in Custom Window Systems or in any company manufacturing or distributing predicts foj which . • this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire•, a financialinterest in any other entity involved in the testing or approval process of this product. • • • • . • ; • • • • • • • • • ,,��iw.�s�j*�i • •• . ,...4 t,NOREWr i Lucas z.-4� No 58201 .;fi?3 Turner = " 8/28/2017 2017-08-30 ~�"' : a= Lucas A. Turner, P.E. �9ag..•JSTATE OF ��` FL PE #58201 16:01+20:00 cop1a .... \fit.• .,,ss f4NA; r" ...... • .• CASEMENT - LARGE MISSILE IMPACT 38 1/4" MAX. OVERALL FLANGE WIDTH 37' UNIT WIDTH 35' MAX SASH WIDTH 73 1/4' MAX. OVERALL FLANGE HEIGHT 72" MAX UNIT HEIGHT 70' MAX. SASH HEIGHT 65 /2" GLASS DLO e e e 30 1/2' GLASS DLO LEFT HINGED - SHOWN 38 1/4" MAX. OVERALL FLANGE WIDTH 37" UNIT WIDTH 35' MAX. SASH WIDTH A-' 64 1/4" MAX. OVERALL FLANGE HEIGHT 63" MAX. UNIT HEIGHT 61" MAX SASH HEIGHT 56 1/2" GLASS DLO RIGHT HINGED -WOK • • • . • •• • • ••• • • •• • • • • • ••• • • • •• • • • •••• • •• • • • •• •• • ••• TABLE OF CONTENTS • • • • •• • GENERAL NOTES & ELEVATIONS • • GLAZING DETAILS .•..2• SECTION VIEWS 03 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 • • • • • • • • • • •• • i• • • • • • • • • • •• •• • • A 30 1/2" GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. 8. SERIES/MODEL DESIGNATION CA-8400. 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: X = OPERABLE SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LucasTurne r 2017-09-22 11:51-04:00 LOCATION •- MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING --•'• 37" 63' +/-65 PSF LARGE MISSILE IMPACT HVNZe x +/- 67.5 PSF 1 O HVHZ ' •+/- 37" x 72" 65 PSF HVHZ +/- 67.5 PSF • • • • • • • • • • • • • • • . . • • • • • • • • • • • • • • •• •• Cgatjrbill WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT PROPRIETARY AND CONFIDENTIAL ,,,00 PNGEN aG0Q.o. ▪ No 58201 t, *• * , Si• " STATE OF ;•4/- ..hp'ONA;E... zz- 9/22/2017 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 05/05/07 DWG REV.: CWS-161 D SCALE 1:15 SHEET 1 OF 6 QUANEX DURASEAL IG SPACER 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIR SPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE "H" 00 • • • •• • • • • • • • • • • • • •• ••• •� ••• • • ••• • • ••• ••• ••• ••• ••• • • • • • • • • • • • • ••• •• • i• • •• •• • • •• • ••• • • • • •• • • • •• • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • ••• •� 000 • • • 000 • • 1/2" GLASS BITE QUANEX DURASEAL IG SPACER 7/8" OVERALL 1/8" HEAT STRENGTHENED or TEMPERED 7/16" AIR SPACE 5/16" LAMINATED GLASS 1/8" HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER 1/8" HEAT STRENGTHENED SIKAFLEX 552 OR PURFECT GLAZE "H" GLASS TYPE B 1/2" GLASS BITE r SETTING BLOCKS PER FBC 2411.3.3.11 MAX UNIT SIZE MAX POS. DP GLASS TYPE 37" x 63" +67.5 A 1 37" x 72"--". +67.5 B adri,„„,r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT PROPRIETARY AND CONFIDENTIAL zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: ADE DATE: 05/05/07 DWG#: REV.: CWS-161 D SCALE: 1:1 SHEET 2 OF 6 ITEMS NOT SHOWN FOR CLARITY: 14, 16-17, 19-20, 25, 27, 32, 34, 37-38, 42, 44-45, 50 INTERIOR SECTION VIEW B-B INTERIOR ••• • • • • _ • 1 m �IsrJ—ls�G • •• • • . • • • •OOOOOOOOOOOO• 9 • • • •• ••• •• • • • ••• SECTION VIEW A -A • • • • • • • • • • • ALTERNATE FIN FRAME • • • • ••• ••• • • • • • • • • • • .• • • ••• �• •• • •• •. .. • • • ••• • • • . ••• • • . . • • • . • • • ••• . • • • .•••. • • .• • • • • • ••• . • • • •• • 0 000 . • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT PROPRIETARY AND CONFIDENTIAL Z aZ3 86 W J O a CO W ZOZ D �?F HW H� 0 co 2ia4'WQp OHO�ja=F� Z 7 ZH7y OZpujz:UV H—Ii�pOLLZ O��u}iowv�w LLS�W OJfgF i=a ap-v� ~ a ce �pnnp„ /es!.i `�.GQ .��CEN3F•. QL'. OO No 58201 �� *� * *_ OOO STATE OF At 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS DRAWN BY: ADE DATE: 05/05/07 DWG A: REV.: CWS-161 D SCALE: 1:2 SHEET 30F6 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-6030B FR., CASE., MAIN, HEAD MIKRON PVC 2 H-6030B FR., CASE., MAIN, SILL MIKRON PVC 3 H-6030B FR., CASE., MAIN, JB., RIGHT MIKRON PVC 4 H-6030B FR., CASE., MAIN, JB., LEFT MIKRON PVC 5 H-6030A FR., CASE., W/ FIN MIKRON PVC 6 H-6008 SASH, CASE., TOP RAIL MIKRON PVC 7 H-6008 SASH, CASE., BOT. RAIL MIKRON PVC 8 H-6008 SASH, CASE., SIDE RAIL, HINGE MIKRON PVC 9 H-6008 SASH, CASE., SIDE RAIL, LOCK MIKRON PVC 10 H-1592 SCREEN RAIL, SIDE/BTM KEYMARK ALUM 11 H-1593 SCREEN RAIL, TOP/SIDE KEYMARK ALUM 12 GLASS SEE SHEET2 13 P-3028 SET. BLK., 85 DUR., 1/8" X7/8" X2" LG. FRANK LOWE RUBBER 14 P-3029 SCREEN LIFT -OUT SUMMIT 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 16 P-3195 SCREEN SPRING, NO HOLE TENSION 17 P-3197 SCREEN CORNER KEY M&M NYLON 18 P-3217 WSTP., WHITE LEAF SEAL, FRAME AMESBURY RUBBER 19 P-3228 SCREEN SPLINE, .155 DIA, BLK DAPA 20 P-3281 SPACER, DURASEAL, SEE SHEET 3 DURASEAL TRUSEAL 21 P-3342 SEAM SEALER, SM-5504 SCHNEE SILICONE 22 P-3429 WSTP., .270 X.187 BACK, ULTRA FIN, BLACK, SASH ULTRAFAB 23 PURFECTGLAZE "H" , SIKAFLEX552 HENKEL, SIKA 24 P-3539 #8 X3/4" QUAD PH TEK, ZINC, SCREW 25 P-3581 SCREEN CLOTH, 18X16 FIBERGLASS PHIFER 26 P-3587 #8 X 1" PH FH TEK 2, SS, SCREW FASTENAL SS 27 P-3613 CWS LBL. (LOGO) 28 P-3685 CS-8400 GOLD CERT. LABEL, NFRC TAB 29 P-3752 CAP PLUG, 1/2" HOLE M&M NYLON 30 P-3881 TEMPORARY LBL. (NFRC/DP) 31 P-3940 32 P-4003 SNUBBER, SS, PVC 'TIE BAR GUIDE, ROTO. HDWE. ROTO SS 33 P-4004 #8-32 X1/2" PH PH, MS, SS (ROTO HDWE. LOCK) FASTENAL SS 34 P-4005 SUPPORT PLATE, LOCK, SS, ROTO HDWE. (Use w/ P-4006) ROTO SS 35 P-4006 LOCK, MULTI -POINT, ROTO HDWE., WHITE ROTO SS 36 P-4007 ROTO. OPERATORS (FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS 37 P-4009 TRACK & SLIDER ASSM., ROTO OPER, ROTO HDWE., (13") ROTO SS 38 P-4010 STUD BRKT., ROTO OPER., L.H., ROTO HDWE. ROTO SS 39 40 P-4012 P-014 SHIM, ROTO OPERATOR, ROTO HDWE. (4.8mm) HANDLE, STD, ROTO OPER, ROTO HDWE. (WHITE) ROTO ROTO NYLON ZINC 41 P-018 HINGES (LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS 42 43 44 45 46 P-4020 P-021 P-4024 P-4031-P-4040 P-4050 SUPPORT WASH613, Firg-p TEE, ROTO HDWE. (SS) #8-32 x 3/4" Qua; FH W/ 1 L•ad•IOIS, IS,FOXVOP., ROTO GASKET, ROTO PER.,tTQ •1/16" • • TIE -BARS, ROTQ 1DW I5t I t$ (BYQA HGT.) REINF. COIL -ALUMINUM, 50521452 (150 X:43w), ND ROTO FASTENAL HOP ROTO PRECISION STEEL SS SS SS ALUM 47 P-043 STRIKE, MULTIPOINT M&M NYLON 48 P-4146 49 50 51 52 P-491 P-641 S-1505 S-6064 #8 x 3/4" PH Fj.AT Ali, SS REINF. COIL•ALRIMINUM, 505°4-132T.EIj2 X.6966,4ID• • • #8 x 5/8" PI1F•LAT TEK, #% HEAD, S9 REINF. CAST. SASH • • • • • • • • GLZ BC., 7/ " • • : • • • FASTENAL SS PRECISION STEEL FASTENAL KEYMARK MIKRON ALUM SS ALUM PVC NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • • • • • • • ••• - • • • •• • • • • • • •• • • • • . • •• •• • .•••• • • • ••�•• • • • • • • • PVC FLANGE FRAME H-6030B 211/32 2 1/4" III 1/16" PVC SASH H-6008 17/32" 1 9/32" SCREEN RAIL SIDE/BTM H-1592 1/16" PVC FIN FRAME H-6030A PVC GLAZING BEAD S-6064 FRAME AND SASH CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 ad g.I11 �,/ WINDOW SYSTEMS � 1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 7/16" 1/16" CID COIL, .062 X .656 COIL, .05 X .437 P-4491 1/2" P-4050 17/32" 1- 1 9/32" _If1/16" 1 11 SCREEN RAIL TOP/SIDE H-1593 3/4" TV 11/16" J— 7/32" T O 3/32" SASH REINF. S-1505 3" SCREW SUPPORT P-3113 8400 PVC CASEMENT IMPACT PROPRIETARY AND CONFIDENTIAL ,, P,p10REW 1;os, ENs No 58201 =*e * e*: O: STATE OF :�WZ ��y'F"F<oRlQ'WG� b S.ONA , S';�'', � Z 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DATE: 05/05/07 DWG*: CWS-161 SCALE: 2:1 REV.: D SHEET 40F6 12 1/2" MAX. O.C. (TYP.) 6" MAX. (TYP.) 6" MAX (TYP.)- 10" MAX. O.C. (TYP.) NOTES: SEE NOTE 2 1 I I ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 72" 12 1/2" MAX. O.C. (TYP.) 6' MAX. (TYP.) 6' MAX (TYP.)- 14 3/4" MAX O.C. (TYP.) INSTALLATION ANCHOR (TYP.) 8' MAX. O.C. (TYP.) 4" MAX. (TYP.) 4" MAX (TYP.)- SEE NOTE 2 ANCHOR LAYOUT -(FLANGE FOR UNITS UP TO 37" x 63" 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 8" - MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) SEE NOTE 2 1 0 :,/: • r a • 1 /� \ I r • • • •h!- • 6 THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 72" 8" MAX. O.C. (TYP.) 4' MAX. (TYP.) 4" MAX. (TYP.)- • 8" MAX 0.C. (TYP.) INSTALLATION —•-• ANCHOR (TYP.) -SEE NOTE 2 6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 63" ■ ■ ■ ■ 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 ABCNIOR• AA#IUR4CTURER'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 tAALL RettEYORI WALL DRESSIN%QeSTUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. • F 7. A MINIMUM CENTER -TO -CENTER SR4CWG�IALL BE 1�AtlTAIIIE� BETW 6G11 AiI•STENERS: 3" FOR MASONRY, 1' FOR WOOD AND METAL. �4 • • • • • • 8. WOOD OR MASONRY OPENINGS, 131,1eliS AN! BUSK FPITENEAS SQL FIE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINNOW SVENGTH REQUIREMENTS A §,HOVIV.IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMNAAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• e • • • • ••• • • • • • • • • • •• •• ca851(0) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT PROPRIETARY AND CONFIDENTIAL ,``,PNORE W ,T,,,, No 58201 1311. •OSTATE OF :10' ORtO Q\-"`. 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: ANCHOR SCHEDULE & NOTES DRAWN BY: ADE DATE: 05/05/07 DWG #: REV.: CWS-161 D SCALE: 1:20 SHEET 50F6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SFAI ANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER J L MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM INTERIOR 1/4" MAX. SHIM 06AA VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 tt MN. EDGE DIST. SEE TABLE 1 INTERIOR MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM L I INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 TABLE 1: APPROVED INSTALLATION FASTENERS F H rv. a 1-1/2" T. 1-1/8" FLANGE CONCRETE (2.0 KSI MIN.) •• --• i • •9/16"I`WJAPCj4I FLAN I f1/CM: I. 3/i8" L N A�:nN 1" FLANGE CONCRETE (2.85 KSI MIN.). • _ • • s • 346":Lir ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) • • -. /9/16"EL() ULiRACON 1-1/4" 2-1/2" FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3/16" MN TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 44.., 2XMN. SOUTHERN PINE (G=04.4 • • • 010 WOQJ SJ RE1Ql• 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MI!§11=EL 1fUD• • • • (33 KSI YIELD MN) • • • s • • • •##0-16 HL=I KWIMFLEX OR RW TyKS SEL-DRLI�G SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MINI OR - • 4 1/8" STEEL (33 KSI MIN.) #10 GRAD% SEI'�•fAPPNG / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2XMIN. SPRUCE -PINE -FIR (G=0.42) #8 WOOD SCREW 1-1/2" 7/16" • • • • ••• • • • • • • • •• •• ••• • • • • • • • • • • • • ••• ••• •� ••••• •••• • ••• • PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SFAI ANT BEHIND FLANGE BY INSTALLER 2 PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4" MAX. SHIM L ro SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER 06C HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. B/6) REQ'D AT THE HINGE SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. O6 p HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. WINDOW SYSTEMS .iii [let 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: ADE DATE: 05/05/07 DWG REV.: CWS-161 D SCALE: 1:2 SHEET 6 OF 6