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WS-18-3636Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-12-18-3636 "L) Permit Type. Windows/Shutters Lta4tforiClassification: Window/Door Replacement Permit Status: Approved Issue Date12/17/2018 Expiration: 06/17/2019 Parcel Number 10317 N MIAMI AVE, Miami Shores, FL 33150 1121360130920 Contacts EDUARDO CARRERA Owner 10317 N MIAMI AVE, MIAMI SHORES, FL 33150 Home: 3057335232 FLORIDA HOME IMPROVEMENT Contractor WAYNE THOMAS BURNETT 3850 SW 30 AVE, HOLLYWOOD, FL 33312 Business: 9547924415 Description: REPLACE 12 WINDOWS AND 1 DOOR Valuation: $ 19,742.00 Inspection Requests: 762 4949 - Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $12.00 DBPR Fee $3.45 DCA Fee $2.30 Education Surcharge $4.00 Scanning Fee $12.00 Technology Fee $5.75 Windows/Shutters Fee $180.00 Total: $269.50 Building Department Copy Payments Date Paid Amt Paid Total Fees $269.50 Credit Card 12/07/2018 $50.00 Credit Card 12/17/2018 $219.50 Amount Due: $0.00 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 accepting this permit I assume responsibility for all work d ne by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL,k11NgOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informatioUT i cura and that all tw�orW will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the ab �� n d contractor to d ork stated. Authorized Signature: Owner / Applicant / Contractor /V Agent Date December 17, 2018 Page 2 of 2 , 2-\ Miami Shores Village c 0 7 2018 Building Department artment sY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 , Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) M.4949 FBC 20��\\� BUILDING Master Permit No._ PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION nRENEWAL []PLUMBING [:)MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP /'r, i n CONTRACTOR DRAWINGS JOB ADDRESS: � V � I_I i�� M� i%lIM®� I� Cam: Miami Shores C ty' Miamt Dade Zio '� 1 �'� Foilo/ParcelN:_� — % �, Sip (� —�� (} is the Building Historically Designated: Yes NO_ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): irf t' P (A Phoned: 36S__—] 2!�-7. T Address: 311 N City: P&M 1 %v e q State: 'R_ Zip:?3 Tenant/Lessee Name: N/A Phone#: N/A Email: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT 954-7924415 Address: 4070 SW 30 AVE Phone# City; HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration m CGCO61890 Certificate of Competency #: DESIGNER: Architect/Engineer. NIA Address: N/A Phone#: N/A Cty: N/A State: NIA Zlp; N/A Value of Work for this Permit: square/Linear Footage of Work. Type of Work: El Addition El Alteration ❑ N . 0 Repair/Replace ❑Demolition Description of Work: REPLACE Q ( ,, , —,. \ .. r _ _ Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary S Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ ---- Bond $ _. (ReMsed02/24/2m) TOTAL FEE NOW DUE $ _ 2 �� • � ' Banding Company's Name (if applicable) NIA Bonding Company's Address NIA city NIA 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 Zlp N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the Issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. iF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2SOO the applicant muse. Promise In goad faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person Whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is lssued. In the absence of such posted notice, the Inspection will not be approved and')f reinspectlan fee w111 be charged. Signature Signature At�� 4CRENT The foregoing instrument was acknowledged before me this ��1 j0�,,� day of /�lo _em �,� 20 t 8 by '— O (AnAwh ersonailY�susuw to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: z� Print: _ 7phGp Seal: ,roee 'p 4; , MTOMO HERNMDEZ * Coaunlsslon 9 GG 223W �4 Expires October 1, 2022 '`�oFFtoe Owed igUsudo"Smte' NTRACTOR The going instrument was acknowledged before me this day of e C. 20 , by W 'X- T• J who -is p naliy kn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: -, Print: Seal: APPROVED BY P 1 Plans Examiner MY COMMISSION a 00091 EXPIRES AVd 19, 2021 ***ss*s*ss*sssss:ssass**s*s Zoning Structural Review (Renised02{24/2014j Clerk 11/30/2018 Property Search Application - Miami -Dade County ■ OFFICE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-013-0920 Property Address: 10317 N MIAMI AVE Miami Shores, FL 33150-1253 Owner EDUARDO CARRERA NATHALIE CARRERA Mailing Address 10317 N 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 4/2/0 Floors 1 Living Units 1 Actual Area 1,344 Sq.Ft Living Area 1,344 Sq.Ft Adjusted Area 1,344 Sq.Ft Lot Size 10,140 Sq.Ft Year Built 1941 Assessment Information Year 2018 2017 2016 Land Value $228,046 $228,046 $196,077 Building Value $93,542 $93,542 $93,542 XF Value $5,153 $5,219 $5,285 Market Value $326,7411 $326,8071 $294,904 Assessed Value $262,3761 $256,9801 $251,695 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $64,365 $69,827 $43,209 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,0001 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 LOT 12 & N1/2 LOT 13 BLK 123 LOT SIZE 78.000 X 130 OR 20842-4404 12 2002 1 COC 25618-3145 04 2007 1 Generated On : 11/30/2018 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $212,376 $206,9801 $201,695 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $237,376 $231,980 $226,695 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $212,376 $206,980 $201,695 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $212,376 $206,980 $201,695 Sales Information OR Previous Price Book- Qualification Description Sale Page 05/23/2018 $438,000 31006- Qual by exam of deed 1464 07/09/2013 $332,000 28749 Qual by exam of deed 3632 06/04/2010 $191,900 21084 Qual by exam of deed 26571- Sales which are disqualified as a result of 03/05/2008 $10 1031 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 Version: f9addaName kapreramentAsaaaleba 0kowardTM:Md•-tdNi ;.: ":'_, �•.• LbMMxa.CWM1MofOM4II AOWDadeTak305446AdM .. a' •:�: ' `;....... 2M Nw.6w R, rL LuWwdde, rL 333U Farr: ata.7aMId I IItnN10rYIWIT Vhb: PHAP DUCTLCO!/ ' ��Ta+ 7$11 Eraab INFO�IfMROpUC1i.COls • r Job# ggfleoaustrflt Wlndowa Contact ; ,:: �,var� C�ltt `Na1 phOfle � 513 L BLm Name: \�7lDme , 5 �0117) Mom, Phona: hu-t,. Nag t "', tiers FL Address city Loin State Zip •, Thk Conntract ismade and erttersd Into this dW of Novby and belaKm Florida lbnnearnrravanent Aswdata, Me a FkwW corporation ('Carttractor^ w "FW), and owner(s) named above of the resldenoe bated at the address listed above ('owner'). 11 The Camacsor agrees to perform the work described below: 1) Remove existing unks to be raplaad. (NOTE: Removed Rem we likely to be dunapd.) tlketllww are Viewed kom the losWa. On Wdmi dams \� \ Z) Prop— own ho sk n -ry to receive rapbammt units. glut Acdvu and nand /aaab we Nand led. an aum"M k 31 Nalo0N9 �� tasmpy elorm Satyr _ ektnonlon VNYI loaWetsd fto& doors do btop is klwNRad tl ayhe Nkae and Left Mange. Q kabl — Akrnkanm invnnbted,— Alundnum Nominanddad � aOnDom On more \ .) tloea FMAE.W shdm sever_ Ahst . M dehd, 1 Akadnum NoMsasdaled 61 INn1At WERE4 R. 7) Special ctlon� 0) ClamP Job debris and provide necessary permits and Insurance. 9) If aw6cable In Via event dM Contractor Is unable for whatever resaw to dftln proM I prwt000rn"noarnentofany work, Cmnnaeoorrdal Mf-d any fuavlous paymustand ft M-action shag be automatically candled. kW&- Comraewshd-Rmnce tho work whhln L Odays after ex m*m of the Contract (the Yammenament Hasa`) and slag endeavbrto mTOM aft Work hereunder widdrou days after the Commencement Date $I Contract IMce The TOTAL PRICE fara0 Leber and Materials (IncNdin j wW eppgabie fteount) is Z Sales Tax L—W $ 0 Down Payment S (a applrable) $ rya z Bob=raOW. $ TotalcontractPrim Cerrtns for vA provtde to Owners Fbaf Waiver and Released Lien and ConvacMes FI —W Ow., substantlWy slmft to the forms tnCkdad in chanter 723. Florida Suhm f2wS). dcaaandmiloWAW Oww elects to oPPll'larifaanttn0 of the abota4rdtue lamp Jan ammmt, ff Fes Is dn*A we* mchg ppTem tit rsllm to sloe Owner,rAaNkft h bftsbtshsd by ownen a}fao masq thbheme bVranmeatesrnbans (kndvdaed f ma ft daoarrme} In black. Y}ltatn amanYlYd • aoepydYw mrntraotrt Yre Yoe ysu slpn. Yf9 kb protaRyom IaYM rldnR r).TMdneMdapaaarns atYdrd erfhb home kernoremantmlttreR maymrntshr a asarkaA motlara4raaeer ■ lean en w�onawM Yaeawdd he lhreeJos,.d ern Magee da amaatr Owe YOa rasdertprd as rrovldom of Ike mnbrNeed 0smndd daa nnum beleaysu slp. PAIMIJIMM'. This contract comaire the entire costtnet of tha pupas. k may not be chsaged orally brit only by a dpned n bunco order or other sabsuPwa bream by any party. aw r by any party of ■ breach proWlon of thisronbad tail not operate or be as a we of any IN WfTNESS WHEREOF, the Parties hereto have executed Nds contract, utsder $64 as of the day and year first ebum written. &SPOrnr aascel+ra tmaat o/sminaaltrlbn it,�• for NIA MAW b trddMph! an"66d bushnae day a air 1M dale d 1Ms trtutsaation. 7ss�seP saga: rota t of two sfgbL Contractor. FHA _ �fa PL sakml Of By _ Jor.�,�ine. 17 CA �.v %IaMtr� f NOo/Ownerl IJOJffJ'�: V � i rr Scanned by CamScanner Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Imgection 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). Signature Date Print Name 0' P .= q h (GCp - GCp V (mph) 175 1620 FBC for HV HZ, or Fig. 26.5-Ia Rlsk Category It Table 1,5-I, page 2 Exposure C Suction 26.7 Kd 0.85 Table 26.6-I, page 250 Kra 1 Figure 26.8-I, page 252 GCpi 0.18 -0.18 0.55 pack of—f 3112 14t degrees theta 14.0 degrees 0 Specialty Engineering Consultants,Inc. 1599 SW 30 Avenue,Suite Na Boynton Beach, FL 334FL. CA 8009 Wind Velocites in South Florida Dade Broward Palm Bach Risk Cat. 1 165 156 156 luw risk to humans f ,shod Risk Cal.2 175 170 170 Sin cFamil Rccidaa;ts Risk Cal. 3&4 186 INO I ISO Essrnlial Fxciliva . ... . . 00: 0:0 .. .. . .. .. .. .... ....... . . ..... . ... . ...... . .... .... . . .... . 441 No. 77012 n r -o STATE F O1NAL�E�G Nov 1 3 1i118 37 1/2 X 49 3/8 (+/-60) N5 FL 16736.1 2•o Sc. pD SL BED 4 37 1/2 X 371/4 (+/-60) FL 16736.1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .. .. .. . .. .. ... ... . . ... . •• • • • 37 X 49 3/8 • • • • • • (+/-67.5) • FL 6890.1 fiFF47kWO.4• • • • Gin y.v Cnn � a cs O B O A T H O BED 3 rl BED 2 BATH IL JI 4 94 X �3/4(+/'L 1 SEE ENGINEERING a DETAILS �9 ATTACHED Ns 371 /2 X 49 3/8 (+/-60) 32 FL 16736.1 2•0 0 N 38 1/2 X 81 1/2 © (+75/-85) 55 X 49 3/8 N 5 NOA 18.0116.03 (+/-60) FL 16736.1 MIT DONING MinNG BED BED 1 Na 1© � Q 2 0 ENTRY � A 5 145 SFD 145 IL Q F!5 n 55X 4 0) /8 ( FL 16736.1 0 33 3/4 X 341/2 (+!•60) N • o Q, p 60 FL 16736.1 m MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door-LMI ;...;. APPROVAL DOCUMENT: Drawing No. W04-01 Rev F, titled "Aluminum Outswing Eha* Door„ sheets 1, • 1. 1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL -Fa" Corpoxatiox,'signed...:. and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revisimt *.ftnp with the Noticen Acceptance number and expiration date by the Miami -Dade County Product Control Section: ." • .... .... ..... MISSILE IMPACT RATING: Large and Small Missile Impact ...... ... 0„0 • • Limitations: • .. .. .. ...... 1. See Design Pressure (DP) capacity Single doors &Double doors VS locks +bolts, glazipg•typgs and water ratings •� in sheet 2. Higher DP Single/Double Doors at active leaf require 3-point lock and manudl Flusli boltJattdp/bottdM'... 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom{wider s6VIrate :....: approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. • , • . • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0729.14 and consists of this page I and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. ff-MIAMMADE COUNTY NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 Page 1 Eur6tech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files # 14-0303.09/#12-0208.03/#09-0310.05) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 • 5) Large Missile Impact Test per FBC, TAS 201-94 • • • •; • 6) Cyclic Wind Pressure Loading per FBC, TAS 203-9,f alongwith installation diagram of aluminum outswin door, prepared b Hurric p • : • • ineerin • • • • • �' g , p p Y �n�r.��g g'i'esting. Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated A VI5/04 thrj4 Q�/09/209@t' • • all signed and sealed by Rafael E. Droz-Seda, P.E. (transferred from file # 08-0S07 d-0) ***Go 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI•01-T 100,•dtid • • : • • 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-gedt,'P.E. • • • • • •, • . . . . . C. CALCULATIONS 0000.0 ..... 1. Anchor Calculations and structural analysis, dated 07/23/15, prepared by A9,I;dr*q Corp•, signed 4"• •; sealed by Javad Ahmad, P.E. • 2. Glazing complies w/ ASTME-1300-04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glas ® (Clear and White) Glass Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Inc. for their `Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 & no financial interests, prepared by Al Farooq Corporation, dated 07/23/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA renews NOA # 14-0303.09, expiring on June 10, 2019. 2. Test proposal # 07-3527 approved by BCCO.L...,.�— Ish q I. Chanda, P.E. Product Control Examiner NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 E-1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). .. E. MATERIAL CERTIFICATIONS ' • • 1. Notice of Acceptance No. 16-1116.01 issued to Kuraray America., 14!1toy their TfSfosil MR clear, clear & color PVB Interlayer", expiring on 07/08/19. .... .... ;...•; . .... .... ..... F. STATEMENTS ...... ... . ..... 1. Statement letter of conformance to FBC 6t1 Edition (2017) and of ngrAcial interest, 000%* prepared by Al Farooq Corporation, dated 12/10/17, signed and sealed bj Savad A"ad, P. ...01 :. ...... G. OTHER • 1. This NOA revises NOA # 18-0116.03, expiring 06/10/2019. Ish q 1. Chanda, P.E. Product Control Examiner NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 E-2 SEE SEPARATE NOA FOR TRANSOM RATING AND DETAILS LOWER DESIGN PRESSURE OF TRANSOM, DOOR OR TRANSOM MULLION SHALL CONTROL DESIGN PRESSURE FOR ENTIRE ASSEMBLY I _ _—_____ I I ______�_____I I II II II �� d II I1 11 �� II I I 1 I d I I 11 '� 1 1 V 1 TRIBUTARY END LOAD AND ANCHORS TO BE REVIEWED BY AHJ EAMAX.FALSE CORNERS 42 FRAME WIDTH HEAD/SILL "i A� I SURFACE APPLIED MUSEDHEAD/SILL MAY BE USED I `G V _--•i'y"' I II � I Ir "C .fr .I I t2 / AQiIVE i w m a LEAF rn= n 2 0 7 \ 1A TI n \ n ALUMINUM OUTOING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. LONER DESIGN PRESSURES FROM DOOR, SIDELTTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 16Y OR 2BY WOOD SUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. IN HVHZ ONE TIME APPROVAL FOR MIAMI-DADE COUNTY TO BE OBTAINED, IN NON HVHZ SUCH PROJECTS TO BE REVIEWED BY AHJ (AUTHORITY HAVING JURISDICTION). DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY 31 3/4' D.L. OPG. 39 1 /8' g cC,i LOCK OPTION '2' SINGLE DOOR_W/ 3 POINT LOCK + FLUSH BOLTS SEE Op CHART ON SHEET 2 � %F to O Z � W .` Q IL S 0 .0i n`n L; 0�� v Wa o MR d00 8 0��g LOCK OPTION '1' SINGLE DOOR W/ 3 POINT LOCK 'RaDUCrRvim r 83 SEE Dp CHART ON SHEET 2 d awwykg.14 a* FUA& - S o a Aa*Mwt Ne a!f .03Imft -� 2 oV? 5 B TYPICAL ELEVATIONS � � s z d �tl CLhW • • •• • • • • • OOn�d • • • • • • • • • • • • `��;;11III; TT�� W • ••• • • ••• ••• ti^N �' n �' • • • • • • • • 'r 1' S No. M02 • • •• • • • • • •• 1- May 8,20J • • • • • s • • 18�K; �Q 5TATE or 5- (-drawing no. i '•.f(OR10P. �� THESE DOORS ARE. RATED FOR LARGE & SMALL MISSILE IMPACT. ' '�+� ,0 y I W04-01 • • HITTERS 4tE 4IOT•REQV41). • • �i��,®d�At• vo \I 1 of $ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (4) ANCHORS 75 3� AT MTG. STILE ENDS1 AT 3' O.C. FRAME 1 DOOR HINGES O3_A4 SEE SHEET 2 FOR OUANTRIES-\ \ HEAD/5 do CAPACITY.�,-- ,0 Q-a 0 �i WW WtWt O� 7�p ii Do /1 VIWZO /. Y Q HID pp 2 26,ny ruo� �wg� ao�= mf5mW W OOO MIAMI-DADE COUNTY APPROVED MULLION - SEE SEPARATE NOA TRIBUTARY END LOAD AND ANCHORS TO BE REVIEWED BY AHJ / ��r / / Fi \ _ / ti IN-Aµ4A/E \ ACTIVE / LEAF LEA \ 11 I / I• 7 - mw 29 29' ' i u D.L. OPG. I L—DOPG. 36 3/836 3/8' - n LEAF WIDTH ILEAF WIDTH--------��-III I ) (3) ANCHORS LAT MTG. STILE ENDS AT 3' 0.C. INTO CONC. LOCK OPTION '2' DOUBLE DOOR W/ 3 POINT LOCK 4 FLUSH BOLTS SEE Dp CHART ON SHEET 2 TYPICAL ELEVATION •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• . .. .. . . . .. .. ... . . . ... . . i2 Z M r 0� �•5 la-v N 6 M 0 �m ao2,� L � 09Zo I IL Z U) Q 622 C � v O O O n C M U Z O) N M c Z Z C N Y Of F REvpm N Z 4i d In )•RODUZ bgit•t �wu► AcuWeee No lg_0ti6•o3 6>'pftnY• Dof. - N o v 7 LU 1 ijl Tl-,70592 ay8,201W^.__"� ® =ATE OF • 1 / drOwing no. �:,�'n RioRlo►,.��/ W04-01 DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE I GLASS TYPE 2/6 75.0 ! 85.0 3/0 6/8 75.0 85.0 3/6 75.0 85.0 2/8 75.0 85.0 T 7/0 3/6 75.0 85.0 75.0 85.0 3/0 8/0 75.0 1 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 'DOCKS SINGLE DOORS (OPTION #1) 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON (TERIOR AND THUMB TURN ON INTERIOR. STRI 1-1/4- X 1/4- X 16-1/4- LONG ATTACHED WITH (2) /8 X 3/4- SMS HINGES SINGLE _DOORS: TWO-HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6", 12", 35", 63-1/2" AND 92-1/2" FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH WEIGHT EXT. (+) ! INT. (-) 2/6 3/0 3/3 6/8 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 7/0 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 8/0 100.0 140.0 100.0 100.0 140.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. yI E DOORS: (OPTION.AT /z) UALLY OPERATED (LUSH BOLTS AT P AND BOTTOM OF ACTIVE LEAF PART /02181 ATTACHED WITH (4) /10 X 1-1/2- SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36- FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4- X 1/4- X 16-1/4- LONG ATTACHED WITH (2) e6 X 3/4- SMS HINGES SINGLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3-, 9- AND 26-3/8- FROM TOP AND BOTTOM, ONE AT MIDSPAN (6) PER LEAF AT 6/8 DOORS AT 3-, 9" AND 26-3/8- FROM TOP AND BOTTOM / I \ / I \ I DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH I HEIGHT EXT. (+) INT. (-) 5/0 6/4 6/8 75.0 75.0 75.0 75.0 5/0 6/4 7/0 75.0 75.0 75.0 75.0 5/0 6/4 8/1 75.0 ,-I_75.0 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REWIRED. LIMIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ITEM * PART 0 REQD. DESCRIPTION MATERIAL MANF./SUPPLt6R/REMARKS 1 EROD6 AS REDD. DOOR FRAME 6063-T8 -_ 2 3.. ER012 . V21566 AS REDD. DOOR LEAF 6063-T6 1/ LEAF DOOR BASE BOARD 6063_1`6 4 VZ-1483 1/ DOOR FRAME SILL 6063-1`6 - 5 - 1/ DOOR SILL BASE 8063-T6 6 VZ-7481._ .AS RECD. ASTRIGAL STILE WW-T6 1 VZ-1535 4/ LEAF GLAZING BEAD 6063-T6 5 2601 AS REDD. GLAZING CASKET EPDM DUtOMEtER 75t5 SHORE A 9 - ` 1 SHEMt CUP 6063-TS - 10 f001/50 _ 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 11 00600X 4/ LEAF HINGES ALUMINUM GIESSE 12 /10 X 3/8' 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS REDO BULB W STRIPPNG - - 14 /ta . Z- AS R_ED_D_. ASSEMBLY SCREWS - HH SELF DUWNG 15 /12 X 1-1/4 ^- I FRAME ASSEMBLY SCREWS ISMS LOCKS DOUBLE DOORS: (OPTION /2) ACTIVE LEAF: MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 002181 ATTACHED WITH (4) /B X 1-1/2- SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF • • 000 • MANUALLY OPERATEC CONCEALED.*FLL%I4 BOLT At TOP AND BOTTOM OF 94ACTIVE ILFeAF QARr•001168* ATTACHED WITH (4) /8 0 1-1/2• SMS. • • • HINGES DOUBLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRJPJE•2 • • BY 'GIESSE' (5) PER LEAF • • • • • • AT 6-, 12-, 35", 63-1/2"•AND • • • • 92-1/2' FROM•TOP•OF DOOR • • • • • ••• • 3/16" HEAT STREN'D GLASS 090' Interiayer 1 Troslfol PVB IBy 'kumray America, Inc.' 1 r-3/16' HEAT STREN'D GLASS 1 , SIUCONE CE SCS 2800 i g ( = SILGLAZE II g 8 I / Q V%u A_-_� 0 q A q :WE x� cc g = zot 0G^ ci o C0 On 19 Lo I ^ LL 2 b 3/16- HEAT STREN'D GLASS - I N .100" intenayer q r SentryGlos m By Kuraroy Americo, Inc.' a: T-3/16• HEAT STREN'D GLASS 0 U M m C � v SILICONE +'•1 I� p /-GE SCS 2800 V SILGLAZE II z C rn iC I� i p U Wa Ir Z 0 Y a Wv0°r GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS PO(MXCFMEVISeva met CIwitl 1Ye FbA& sao�Nr -GI1 •e3 PndeN C•.tial NOTE: • • • GLASS CAPACITIES ON THIS SHEET ARE • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • AND FLORIDA BUILDING COMMISSION • • • DECLARATORY STATEMENT DCA05-DEC-219 • • • • Na.705BT • • • lrT�� i° i y� ;iT: • • •• t • • 1 `' MayS.2018Z. fS �V 'CUTE OF 6u�, NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WAR%IT,, • • • • 000 • • • • • • • • • • • • •• •• • • • % •• ••• • • • ••• • • drawing no. W04-01 1BY TYPICAL ANCHORS TYPICAL ANCHORS WOOD BUCK SEE ELEVATIONS /- FOR SPACING SEE ELEVATIONS FOR SPACING w a ..aD N s EDGE ONT. 13CA B> I. a TYPICAL ANCHORS SEE ELEV. FOR SPACING ACCESS HOLES WITH PLUGS 08 X 1/2" S -3" FROM ENDS AND 10" O.C. MAX (4) #12 X 1- SMS AT 2" O.C. MAX. AT CENTER OF SILL REOD. AT DOUBLE (XX) DOORS ONLY SEE SEPARATE NOA FOR TRANSO RATING AND ETAIL: II-DADE COUNTY ROVED MULLION SEPARATE NOA Dp LIMIT NOTE IN SHEET 1) AL ANCHORS REV. FOR SPACING s FOR SPACING TYPICAL ANCHORS a " o SEE ELEVATI7NG FOR SPACSTRUCTURE Z METAL ~ { m r 1( o m ggg Z EDGE DIST. b 0 U w w C Cr Qvzo. J WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. n 3 4 _.1 TYPICAL ANCHORS: SEE ELEV. FOR SPACING o O (Fu-177 KSI, Fy-1 KSI S O h INTO 213Y C M 1-1 2" MIN PFNryIQATLQN INTQHEAD/JAMBS) i . 0 ua M aTHRU BUCKS INiO CONC. OR BLOCKS a<: 1oIN. EMBED INTO CONCRETE (HEAD/JAMBS) 0Lm IN. EMBED INTO BLOCKS J z c N Y DIRECTLY INTO CONCRETE OR BLOCKS n`o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 5 u w 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) O a! Z v Or om 414 SMS OR SELF —DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR �- INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 'o 0 •AODUCtaritsm (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c. 0,o z n w� Hitti iLA" 0 o ""'iCid' lY-CitL o3 CRLTICAL EDGE DISTANCE Aaep►a�` —'� 2-1/2* MIN. r o o a� i� INTO CONCRETE AND BLOCKS — INTO WOOD STRUCTURE - 1" MIN. 3/4" • • • • • • • • �'►ndiFKCa•r� INTO METAL STRUCTURE - MIN. • • • • • ia• • • W000 AT HEAD OR JAMBS SG 0.55 MIN. c u= • • • • • • • • • • • CONCRETE AT HEAD. SILL OR JAMBS Cc 3000 PSI MIN. S S ti 3: • • • • • • • • • C-90 HOLLOW/FlLLED BLOCK AT JAMBS Pm - 2000 PSI MIN. •• ••• •• • • • •• m o c AAAUIVIi;r/Y, - • • • • • • • *J' • �/ �a 7D592 ! s �' • • ••• • • • May8,2018r= `J SEALANTS: TA-EOF !ydrawing no. ...toa W04-01 ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITHS�NI�� ADS&QW YKNA F90729 SEAWIZS. • • \''7 r11 • • • • "iTIIIA4� ` s3of 5heet • • • • • • • • • • • •- •• • • • •• •• ••• • • • ••• • 0 1/4" MAX SHIM TYPICAL ANCHORS) SEE ELEV. o i FOR SPACING 1/4" MAX. SHIM SPACE METAL "STRUCTURE (2) J (2) Be X 3/4" ° rSEE EL ANCHORS / FOR SPACING ACTIVE LEAF V I I 2 7 EXTERIOR D.L. OPG. _ � ( 3 I� i LEAF WIDTH 42" MAX. MIAMI-DADE COUNTY APPROVED MULLION E SEE SEPARATE NOA II II II SEE SEPARATE NOA li II I FOR SIDELITE RATING AND DETAILS I_ I '-05r- I II II I I I FRAME WIDTH SINGLE DOOR ACTIVE LEAF LOCKS SEE SHEET 2 SHEET 2 CDEXTERIOR IN -ACTIVE LEAF i D.L. OPG. ms 4 DLO P EXTERIOR -� s/8 X 3/4" LEAF WIDTH • • • • • r•'—.-a�— LEAF_WIDTH ,_ • • • • • • -•_F. E DTF _...�._ •• • •• • • • •• DOUBLE DOOR • ••• • • ••• ••• • • •• • • • • • •• ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Z we 3 O� n i n I u 6 M 0�� 0 0 b pm 0 C YI ei 0M 8 LL W b IL= E^ ANCHORS a WJZ$f Y. CLING O n J � m •RGDUCfREM I E o. Y uopiJl•R wiN lit FMrYt $ U in 6.1Afv�C•d� Aeeepuue Na 3 w 2r 2r C — pn N M ` o �.] z 1 /4" MAX. SHIM I Z c ' N Y .�1WOW BUCK N t ^ 0 n O v W o '4v Z C a 0 C� fII •vy' 1 � � � s TYPICAL ANCHORS SEE ELEV. 0 0 rc FOR SPACING 0 o D AN V'Nb. 70592JL �� U May 8,201 � aMATPOF drawing n0. V ''•.�COR16�.•' \�� 3.937 -- I .070 I 1.834 1.815 I �. _p 2.655 � 1.nz� 01 DOOR FRAME 2.819 _ D Y 1.024 - 2.047 Q DOOR LEAF 1.772-1 i 3.177 .067 - 2.921 3.937 C i �1.638 --I DOOR BASE BOARD .138 ---; r .059 1.417 .571 } -1.772 -I FRAME SILL � �2.0 ��oo�-yJ�{�,� 1.0�00 L=- JI .094 SILL BASE 1.103 r.080 .238-t I� -�i 1.043 h- O SHEAR CLIP ra- 2.402 --I 1.764 ,083 1.906 .744 .591 06 ASTRAGAL STILE ' - 1.000 r i .846 A50 1.1 6 1.201 y �. GLAZING BEAD 1 • •• 1 • • • • • •• • • • • ••• • • • • • • • • ••• • • ••• ••• • • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 p�Q q N rat ? 0.' IL 0 N 0 m V p yj M o �o� 0 a Z �(yp7 Q WQE n � oO1 o 0 b C> ; -t c M tn Z to M C w y„LLnu 14 Z C N y m 1 I N U W a O y Z -0 a 0 o sI IQ W CO'=I •RObvcfREVj Q 4�t••=piC7�wi161k F�y� A4e'epnan IYe�p3 1•dutl C••!wi 4\GEkRp' ATECF (fj�� (drowing no. �- �eoRlflc.�Ca� I w04-01 1/4/2018 Florida Building Code Online • . ll1 . • 1 BCIS Home I Log In ( User Registration I Hot Topic I Submit Surcharge Stats a Facts I Publications I FBC Staff I BCIS Site Map I Unks Search F lida y Product Approval I�- \ r USER: Public User `� = Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # FL16736-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 kpine@cws.cc • Authorized Signature Kevin Pine • • • • a • • • • • k ine@cws.cc 00 ' • ' • • Technical Representative ]ay Lathrop • • • • • • • • • • Address/Phone/Email 1900 SW 44th Ave • • • • 0000 00000 Ocala, FL 34474 •••••• ••• • ••:•• • (352) 368-6922 Ext291 ••• • ••• •• jlathrop@cws.cc • •••••• • • • • • •••••• Quality Assurance Representative Arturo Monteverde . . ;""' Address/Phone/Email 1900 SW 44th Ave • • • •. • • • • • Ocala, FL 34474 • • • (352) 368-6922 Ext 221 • • • amonteverde@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE ✓) Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA/101/I. S.2/A440-08 ASTM E1886-05 ASTM E1996-09 PA/TAS 201/202/203 Year 2008 2005 2009 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYU[XlzzFJrTCXA%3d%3d 1/2 1 /4/2018 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Cum _ of D�ndu +. Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-871C.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalRel2ort871C.pdf 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, II1IPACT, 1:f" S11", XOX•••• Limits of Use Installation Instructions • • • • • • • • • Approved for use In HVHZ: Yes FL16736 R2 IT CWS- • • • • sees, Approved for use outside HVHZ: Yes Verified By: Lucas A. Tum%r@W2Qj • • Impact Resistant: Yes Created by Independent Thi;d• Yes � • • • Design Pressure: +60/-60 .ajty: 0000 Evaluation Reports • • • • Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReoordatfC.Ddf • • • • so:* I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third: Yes • • • • • • • • Glass complies to ASTM E3300-04. • • • • •.; • e e • Back Next • • • • • • • •••••• Contact Us :: 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to 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 emalls provided may be used for official communication with the licensee. However email addresses are pubic record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: !Credit• Safe SCCtlrity\iETRICS' https:lwww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2fZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-871C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -IA, -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 : .0. • 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-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 t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 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 acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-08-30 16:09+20:00 Z No 58261 +'��za ..Wr ID % STATE OF .•`;:►: :�, .` 8/29/2017 �''•�` •o R t E:.•'QN�. Lucas A. Turner P.E. FL PE #58201 HORIZONTAL SLIDER - LARGE MISSILE IMPACT 75 1/4' MAX. OVERALL FLANGE WIDTH 74' MAX. UNIT WIDTH 33" GLASS DLO A I I I I � I 64 1/4MAX FLANGE B I B HEIGHT I I I 1 63" ' I MAX. UNIT HEIGHT O X 59 9/16- MAX. SASH HEIGHT I � I 5813/16" I B GLASS i 5 DLO C 5 I I C ----I I 5 CfJ I ^ A�� s 33" GLASS DLO- 36 5/16" MAX. SASH WIDTH GENERAL NOTES: ., ^,�,DOW 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED SYST�� WINEMS TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WW .CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 8200 PVC 3. CONFIGURATIONS: "OX", 'XO". HORZ. SLIDER 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER Z a INFILTRATION TEST PRESSURE AND GLASS TABLES Z p W O ! � w p O ASTM E-1300-04e01/09. Z W_3 p ¢� w 5. ANCHORAGE: 33 STRESS USED LU 0 zOz W--F- 3 >. O W 31 Fo THE 1/3% INCREASE HAS NOT BEEN H w IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR z p Z x f p � O 2 O DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD p0 Lj W N So ANCHOR CALCULATIONS. Z Z Z F j U) ZZ Q pF ZUvjZoU- 0 p 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT } — O < 3 LLO w 0 O Z REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT PRIOR TO EXPOSURE TO HURRICANE WINDS AND < O } j 3 p 'd FLYING Z to W to pp J y F DEBRIS. a. a 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT x ~ a w 3' w co USED AT FIXED MEETING RAIL AND HEAD/SILL. a ~ a SERIES8. p�unhi� , 9. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: .PS � G s$1 %3,�i�� X = OPERABLE SASH, 0 = FIXED SASH 58201 *V 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR -ro' LOCATION. :� w9p�. STATE OF ;,4/ 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS. 'e�'.:•:�L .. , o t•_. s' •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• • TABLE OF CONTENTS • • • • • • • • SECTION VIEWS BGLAZINGIDETAILS ...2 MAX. UNIT SIZE I DESIdIO Pf s'sQRE RATING• :• IMPACT RATING ANCHORSCHEDULE BNOTES ................4 74" x 63" +/_ 60 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS ...........................5 ••• • • • • ••• • • • • • • • • • • • ••• • • • ••• • • LucasTurne r 2017-09-22 13:58-04:00 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 AIDE 1 10/10/13 CWS-871 C ALE: SHEET 1:15 1 OF 5 INTERIOR SECTION A -A SECTION C-C ALTERNATE FIN FRAME INTERIOR SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MDSPAN OF SASH (ITEMS 35 8 36) I1\ a ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) ' •;EAj IMPACT 1/d0" • • *AMB ROirARY LOCK LOCAVONS s • i • • • 1:2000 • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • % •• ••• • • • ••• • • 7/8' OVERALL 1/8' ANNEALED or TEMPERED 7/16' AIRSPACE 5/16' LAMI 1/8' ANNEALED .084 DUPONT PVB INTERLAYER 1/8' ANNEALED (q3 PURFECT GLAZE'H' FE Y SIKAFLEX 552 GLASS TYPE A 1:1 —112' GLASS SITE OUANEX DURASEAL IG SPACER WINDOW SYSTEMS b 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT g z 3 aZ3 F- aWO aWF000' w Zpz WM!= g �w3}o33= z zxm� O OHO �d=pOM o a z—z:)yz 7UUP2ZOLL<-0LLFpF0Zm��z 3s2 w01)w oo» LLV�O-U aco O w P 0 W=�y a � a w I 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SECTION VIEWS AND GLAZING DETAIL ADE 10/10/13 VG #: REV.: CWS-871 C .ALE: SHEET 1:2 2 OF 5 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-1497 Reinf. Sash Meet. Rail Keymark Alum 2 H-1699 Reinf. S.B.P./S.S.R, Keymark Alum 3 H-1836 Meet. Rail, Fxd. Keymark Alum 4 H-6052 Sash Top/Bot. Rail Mikron PVC 5 H-6048 Main Fr., SH, w/ Fin., PVC Mikron PVC 6 H-6050 Sash Meet. Rail, PVC Mikron PVC 7 H-6051 Sash Side Rail, PVC Mikron PVC 8 H-6049 Main Fr., SH, w/Flg., PVC Mikron PVC- 9 P3029 Screen Pull Tab Summit 10 P3033 Screen Spring, SS Hurley 11 P3113 Screw Support, PVC Team Plastic Rubber 12 P3218 Screen Frame Allmetal RollFonn 13 P3228 Screen Spline, .155 Dia., Bilk. Dapa 14 P-4754 Screen Frame Comer Key Allmetal Nylon 15 P3342 Seam Sealer, SM-5504 Schnee Silicone 16 P3352 Set. Blk., 85 Dur., 1/8" x 518" x 2' Lg. FrankLowe Rubber 17 P3429 Wstp., 0.270 x .187 back RnSeal, Gn UHrafab 18 P3539 #8 x 3/4' Square TEK 2 Zinc Fastenal Steel 19 P-4730 #8 x 11T Truss PH TEK 2 Zinc Fastenal Steel 20 P3752 Cap Plug, 1/2" Hole M&M Nylon 21 or P-5250 Spring Lock, Impact, PVC Interlock 22 P-4779 Roller, Tandem M&M Nylon 23 P-4051 #8 x 1 1/4 Ph FH TEK, Wht. Fastenal Steel 24 P-4069 Keeper, Impact, PVC Interlock 25 P-4479 Weep Coder w/ Flap M&M Nylon 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel 27 P-4958 Rotary Lock Suli%en Zinc 28 P-4952 Keeper, Rotary Lock SuliNen Zinc 29 P-4959 Wstp., 0.420 x .187 back FinSeal, Gn Ultrafab 30 P-4633 Barrel Fastener Fastenal Steel 31 S-1112 Reinforcement, Head Keymark Alum 32 S-1498 Reinf. S.B.R./S.S.R, Keymark Alum 34 S-1776 Roller Track Keymark Alum 35 S-1999 Frame Hook, Head, Impact Keymark Alum 36 S-2000 Panel Catch, Head, Impact Keymark Alum 37 S-6005 Anti Lift Mikron PVC 38 S-6013 Scm. Adapt., w/ Nib, PVC Mikron PVC 39 S-6014 Scm. Adapt., PVC Mikron PVC 40 S-6063 Fixed Rail Coker Mikron I PVC 41 S-6064 lGlazing Bead Mikron I PVC 42 GLASS ISEE SHEET CARDINAL I GLASS 43 Purfect Glaze "H", SikaFlex 552 Henkel/Sikaj Silicone 2 11/16' O PVC FRAME FLANGE-6049 3 1/16" 3 1/8' f 11/2'- 3 5 9/18' 1116' 21/8" 1/16' FIXED RAIL - 1836 PVC FRAME FIN-6048 23/16" `1 15/16-1 - 9/16" IL 7 401 1518, 1 5/8' `� 1 5I/8' q 1 5116" 1/16" I q 1/16" ,,16" PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOPBTM RAIL-6052 PVC FIXED RAIL COVER - 6063 5/8" o 3/16' -jr-I- 1 1" L 1/16• O SASH MTG. RAIL-1497 -- 6• 1 5/16" 7/8' 3 3/4" 3116' L ,/,6• 3 PLAN VIEW-1999 HEAD IMPACT HOOK -1999 r r 1 1/16" S.B.R./S.S.R. - 1498 0 3116" 1/4' O 1 i 6" 7/8" 7— 36 5/8' I 1/16- PVC GLAZEBEAD - 6064 PLAN VIEW-2000 PANEL IMPACT CATCH -2000 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 15 6 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 2 15L16• v16• SASH REINF. -1699 7/16" 1 1/4' 34 1/16' ROLLER TRACK -1776 1/2" 1 1/8"-j 3/16' I 38 i SCRA"",, SUP T- 1 • 1 • • PVC SCREEN CATCH - 6013 •• ••• •• • • • •• 11/8"1;� 5/16' • ••• • • ••• ••• T 39 i 1/16" • • • • • • • • PVC SCREEN SUPPORT - 6014 • • •• • • • • • •• LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 33 ••• • • • • ••• • • • • • • • • • • • • •• •• • • • % •• 000 • • • 000 0 • r 7/8.1 � 9LI 31 1/18' GLAZE BEAD -1112 3/8• 3 1/16' PVC ANTI -LIFT - 6005 WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT z 3 az3 H ow0 Qu1000 w ZOZ Km��- O �W3}0W3= z zx2� O OroZ U Uyl-dF�a U Z O0Upj?�U- Q F?LL2ZOOLLZ <�OFPMO- Of 0 z w LLLoWwOwv)ov Z JmI- a F (L rY3a z;7- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 10/10/13 VG M REV.: CWS-871 C :ALE: SHEET 1:2 3 OF 5 12 1/2' MAX. O.C. (TYP.) 6" MAX. (TYP.) 6" MAX (TYP.) 17' MAX O.C. (TYP.) 3' (TYP.) t_3" (TYP.) SEE I I I I O I I I I I I I I v I I I ^ I I I I I I ANCHORLAYOUT-(FLANGE) NOTE 2 -� INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 4" MAX. (TYP.) I I I 8" MAX. O.C. rrYP.I 4' MAX (IYP.) 8' MAX O.C. (TYP.) ANCHOR LAYOUT - (FIN) IOTE 2 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. WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT g z 3 aZ3 I- Ow0 aw000* W ZoZ O=Zm LL FPwW3Z -;3'22 Z Zj:m O 0f-O �_�w Z 00:1 j 55- Q Z ZOLLU ¢3LLpwOFOz iqQ Z'; 00 Q' ZTw(}/I 00 wow CL a _ it W uj 3wa. z:�_' 9/22/2017 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT TE O TI D SI I ETALR LUCAS A. TURNER, P.E. �� R C � �• � : �� S OMATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE # 58201 BE PROTECTED TO PREVENT REACTION. • • • • • • • • • 1239 JABARA AVE. • • • • • • • • • 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATIb1V IN51'.UC•fIOiVS�LN�i MCI-�bRS EHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34288pH. 941-380-1574 SPECIFIED IN TABLE 1, SHEET 5. • • 000 • • • • • • • SHEET DESCRIPTION: 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. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SLJPSTRATE. • • • • • • • • 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:•3" POR MASONRY, 1";OR WOOD ANDMETAIA DRAWN BY: DATE: • • • • • • • • • ADE 10/10/13 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY TW'?ARCH:rEGT O*P•&GINE9Q. aF RE:URD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG •: REW SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 C 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWE4, FMA/AAMArvUDMA 38Q(FaKTERIOR pOQRS) 1:20 4 OF 5 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 • ••• 0 • SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT — BYINSTALLER INSIDE AND OUT SEALANT BEHIND - FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT - BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE MN. EDGE DIST. SEE TABLE 1 j114" MIN. EMBEDMENT MIN. EMBEDMENT SEE TABLE 1 SUBSTRATEBY 1/4" MAX. SHIM SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 BY OTHERS SEE TABLE 1 MAX. SHIM QMEMCS4 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW CWS.CC SEE TABLE 1 8200 PVC II ANCHOR INSTALLATSEE HORZ. SLIDER TABLE IO MIN. EMBEDMENT IMPACT SEE TABLE 1 1/4" MAX. SHIM -"--BY g ? 3 az0 PERIMETER SEALANT LT Z W J OD Q W D W PERIMETER SEALANT INSTALLER BY INSTALLER INSIDE AND OUT W O z O z Ir F z I_ Q U) 0 re 3 m_ Z}Z Lu o_ INSIDE AND OUT INSTALLATION ANCHOR z Z m m Q~ SEALANT BEHIND SEE TABLE 1 0 V N O Lj F a z FLANGE BY INSTALLER SEALANT BEHIND 0 z— (n Z O m 0 FIN BY INSTALLER z O U� > O— zO �g1 HORIZONTAL SECTION C HORIZONTAL SECTION Q F— LLM O LLZ 3 O 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION F F Z— j W O T 3 0 LL(nLU 0-jroH a Pr WHO a=m� r0 a r 1/4' MAX SHIM a � a MN. EMBEDI SEE TABLE 1 A VERTICAL SECTION -% 5 TYPICAL SILL ANCHORAGE EDGE DIST. TABLE 1 TABLE 1: APPROVED INSTALLATION FASTENERS F TYPE ANCHOR TYPE MIN. FLANGE 077 CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON • 1-1/2" •F2-1/2' FLAN 17 PCF MIN.FLANGE CONCRETE (2.85 KSI MN.) 3116" ELCO ULTRACON• • • • • FLANGE GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1- //4" FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON OR ELCO ULTRACON 1 318" 7/8. FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW • • 1.3W • N8"• FLANGE 16 GAUGE (0.060") MN. STEEL STUD (33 KSI YIELD MN) #10-16 HLTI KWK-FLEXOR ITW TEKS SELF -DRILLING SCREW GULL THREAD • • • T14RU .060" 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" FIN 2XMN. SOUTHERN PINE (G=0.55) 198 WOOD SCREW 1-1/T 1/2" �` • • �� • PERIMETER SEALANT 0 •BY INSTALLER WSIDE AND OUT i • • �pl HORIZONTAL SECTION 5 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, • UP TQ 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. • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • '� : No 58201 9_. STATE OF :4t_. r 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS AIDE 10/10/13 VG #: REV.: CWS-871 C ALE: SHEET 1:2 50F5 1/4/2018 Florida Building Code Online .r I" DOW i� BCIS Home ( Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ( FBC Staff BCIS Site Map Links I Search F lida Product Approval r "' USER: Public User a` . ja i" Product Approval Menu > Product or Application Search > Anolication List > Application Detail • •;" , FL # FL6890-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 kpine@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 000000 • • • jlathrop@cws.cc 0000 • • • • •••••• • • •••• •••• ••••• Quality Assurance Representative Arturo Monteverde • • • ' • • • • • • • • • • • • Address/Phone/Email 1900 SW 44th Ave • • • • • • • • • • • • Ocala, FL 34474 • • • • • • • • • (352)368-6922 Ext221 • ' • • • • • • •••••• amonteverde@cws.cc • • • • • • Category Windows `. • `. ` Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (7 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 n4l Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of 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:ltwww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwGgnY8ClMsOVDVxRfBg2vaMoE%3d 1/2 1/4/2018 Sections from the Code Florida Building Code Online C Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 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 Fig/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6890 R6 II CWS-161D.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 FL6890 R6 AE EvalRenort161D.pdf psf, Max. size 37" x 72". Outer lite in I.G. to be fully tempered Created by Independent Third Party: Yes when used 30 ft. above grade in HVHZ. Glass complies with ASTM E1300-04. Back Next •••••• • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-ISDO • • • • • • e The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accn AAement :!RefuRd•Statement• • • • • • Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a pubec records request, do not send ele;WW1, • mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contAtON0.487.1395. Vorsuent to Sectia • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Dtpartment*with an dlnail address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public ref c#do. If you do not *it^& supply a plrSdhRl• address, please provide the Department with an email address which can be made available to the public. To determinejf yOv4ajeya license% WVer Chapter 455,gZ, • • please click here_. e • • Product Approval Accepts: **so* • • 000000 ® ® .l•.•: • e• Credit• Safe SCCLIrit�.\16rKICS' • • • • •••••• https:lAvww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu4Bg7NIWGgnY8ClMsOVDVxRfBg2vaMoE%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3 80-1574 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 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-161D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3673-1, -IA, -2, -2A, andNCTL-210-3674-1, -lA, -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 10l/I.S.2/A4W,.:. 2005, and ASTM E 1886/1996 2002/2005 • 4) Supplemental Calculations to support CWS-161D, signed and sealed by Lucas A..Turned P.F, ...... . Installation: Units must be installed according to approval document CWS-161 D....... • • • • • • Limitations of Use: This product: • May be used in X config. in unit sizes up to 36" x 72" with 1/8" (HS or Temp,19utboard, -ate • 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36" x d3" with 1/8" (Ann. or Temp.)outboard, air- 1/8Ann-090PVB-1/8Ann laminated inboard lass • • •"' d, - g • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30'ft ofgrade. • • • • • 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. #16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA #17-0206.1Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6t' Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. RE W r'r� ••'r�� Lucas v t• No 58201 Turner 8/28/2017 2017-08-30 Lucas A. Turner, P.E. :9 =• STATE OF ; I& 16:01+20:00 '�.,o�•�c o a 1oP.•,\2*e�� •��//SS�0NA FL PE #58201 ; EN�� CASEMENT - LARGE MISSILE IMPACT - 381/4' - MAX OVERALL FLANGE WIDTH — 37' — UNIT WIDTH 35' MAX. SASH WIDTH I 731/4 I MAX. / OVER OVERALL FLANGE � I ' MAX I x UNIT HEIGHT ` MAX SASH HEIGHT \ 30 11T - GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS GLAZING DETAILS.................................2 SECTION VIEWS ... .......... ""............ .......3 EXTRUSIONS & B.O.M...........................4 ANCHOR SCHEDULE & NOTES ............ 5 INSTALLATION DETAILS.......................6 6, M O Fl H GLASS 38 1/4' MAX. OVERALL FLANGE WIDTH 37' UNIT WIDTH 35' MAX. SASH WIDTH A 1 /4'kx I I I I I I I I ERALGE L B I I I B :GHT I I \ I I 63' I I � I I 5rz1 MAX I GLA UNIT I , I DLO HEIGHT I / I I 61• MAX SASH HEIGHT I I I I I A 30 1/2' 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. g 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. 1.iLAJJ ULV RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• LucasTurne r 2017-09-22 11:51-04:00 LOCATION MAX. UNIT SIZE. A,.SIGN PRUSURFFATJNG IMPACT RATING NO 37" x 63" • • /46PSF • LARGE MISSILE IMPACT HVHZ + - 6 .5 P NON-HVHZ 37 x 72 +/- 65 PSF HVHZ +/- 67.5 PSF • • • • • • • • • • ••• • • • ••• • • 9zmw 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT a i az3: ow0 ¢woo w zOz 4:_zW g Q0�y0W3m LL Pw �3�x z zj:m v c0i~OZw to z O —Z7U� > Q30w—x0— ¢ z w w LL� LL ow m�W=Wy0 O z 92/07 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 05/05/07 CWS-161 D ALE: SHEET 1:15 1 OF 6 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090 DUPONT PVB INTERLAYER QUANEXDURASEAL 1/8" ANNEALED IG SPACER SIKAFLEX 552 OR Q PURFECT GLAZE "H" 1/2' GLASS BITE QUANEX DURASEAL IG SPACER 7/8" OVERALL 1/8" HEAT STRENGTHENED or TEMPERED .7/16" AIRSPACE .5/16" LAMINATED GLASS 1/8' HEAT STRENGTHENED ..090 DUPONT PVB INTERLAYER 1/8" HEAT STRENGTHENED SIKAFLEX 552 OR 3) PURFECT GLAZE "H" 1/2" GLASS BITE F i OR I , UO E MT W •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• • • • • • • • • • • •• •• • • • • • C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPE B MAX UNIT SIZE MAX POS. DP GLASS TYPE 37" x 63" +67.5 A 37" x 72" +67.5 B QMEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT i 3 azo Qwo 9 ZOz wn >-OR3C LL F w Z H 3: 2 S Z zx�4wwOO UU�OV�Ha coZao Z O co no - a Fz 2ZZOU-0 > ¢Q3¢0w—x0_ wo o ztoa O-1m� O wcn F0 (LX a H a W tL \Llllls3er",�/ PNORE W TG��i v OENSF"";py4i No 58201 "t � r O� .+STATE OF ";.,?/ONA ; zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 GLAZING DETAILS ADE 05/05/07 /G #: REV.: CWS-161 D ALE: SHEET 1:1 2 OF 6 INTERIOR SECTION VIEW A -A 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 Q • •• • • • • ••• • •• ••• •• • • • •• ALTERNATE FIN FRAME • "' • • •' • • • • • • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW SYSTEMS ffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8400 PVC CASEMENT IMPACT a i az3 owo woo wKKa�C OMa- o Q TOK3m Z2> pz mZZ�W0OOydUNz a H N a PZ MZou_O a�QOWO2FO- je W 0owow LL(nW�OJ(AF- z- a o w�C) mom a a w3a UN.nunq �.�GprP.•��G No 58201 % -A O: STATE OF 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 EET DESCRFPTION: SECTION VIEWS AWN BY: DATE: AIDE 05/05/07 M #: REV.: CWS-161 D ALE: SHEET 1:2 3 OF 6 x f x NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • 32 PVC FLANGE FRAME H-6030B 2 11/32"�{ 6 7 2 1/4"0/16" 8 9 LL PVC SASH H-6008 17/32' t0 1 �1 9/32" I 1,16' SCREEN RAIL SIDE/BTM H-1592 • • IOVC FIN FRAME • • • H-6030A s • •• • • • • • • • • • • • • • • • • . • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7t32• r 6 27/3+ 2• K FRAME AND SASH CORNER CONSTRUCTION WINDOW SYSTEMS 19DO SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC PVC GLAZING BEAD CORNER WELD CASEMENT S-6064 (ALL SIDES) IMPACT 1:8 a -Z <z3 <Wr 06 z WJO W zOZ_ wrzl= 21/32" 49 7/16" 46 a QO§>ZZ-0�3m Z ZX2 F;3:2 00 Uy�U�yd 1/16' 1/16" 0 zZzy COIL, .062 X .656 COIL, .05 X .437 zow ¢ ~ LL2 ZO O LLZ O P-4491 P-4050 2 1 � V Zvi W �OmNOWfAW Lo W OJnHzPaw=WNo w0 a a W(L go RE W • 1 9/32" L No 58201 •. ?12 L- °ro: o;e SCREEN RAIL TOP/SIDE "fl '. STATE. OF • <u: ,�'�hslONA 1�N0�. 3/4—t-1 F51 11/ 3/32' SASH REINF. 9/22/2017 S-1505 1/2' 7/32" l To 1 SCREW SUPPORT P-3113 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 05/05/07 VG #: REV.: CWS-161 D ALE: SHEET 2:1 4 OF 6 12 1/2' MAX. O.C. (fYP.) 6" MAX. (TYP.) 6• MAX. (TYP.) 10' MAX. O.C. (TYP-) SEE NOTE 2 121/2' MAX. O.C. %I xI \i ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 72' 6" MAX ITYP.) 6" MAX (TYP.) I I I 14 3/a• MAX O.C. (TYP) X INSTALLATION ` ANCHOR (TYP.) 8' MAX. O.C. (TYP.) 4" MAX. (fYP.) 4" MAX. (TYP.) SEE NOTE 2 MAX O.C. (TYP.) (T ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 63- NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. INSTALLATION ANCHOR (TYP.) r SEE NOTE 2 M I� A 1■ l I 6' THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 72' 8" MAX. O.C. 4' MAX. (TYP.) 4" MAX. (TYP.) SEE NOTE 2 8' MAX O.C. I (TYP.) / � v INSTALLATION ANCHOR (TYP.) 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 1116' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. • • • • • • • • • • • • 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATIO NINSTR� CTIO . AND ANC � IS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. • • • • • • • • • •• ••• •• • • • •• 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. • ••• • • ••• ••• 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3"fOR MA90NRY, 1' FOR VOOOO AND MEw4L. • • • • • • • • • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNEQ 9Y•THE�C&ECT ORtN(:NE&RpF.RECI AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. C•NCRET&AND MASONRY SUBSTRA 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), FMA/WDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS) ••• • • • • ••• • • • � i i•i i i i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Qzmw 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT i 3 az3: Ow0 aw000 w zOiZ}o��m z ZTM76�wop 0 U(A�VaFwa Z Q;Z'ZKjUD Q F?LLg001.-Z � a30w�F0- F Z 00 W 'Dw�OJ(AH It z— a 0 wHo w=ww a � M W3M 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 ANCHOR SCHEDULE & NOTES ADE 1 05/05/07 CWS-161 D ALE: SHEET 1:20 5 OF 6 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 — BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS - SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER MN. EMBEDMENT SEE TABLE 1 SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS MIN. EDGE DIST. SEE TABLE 1 VA*I INTERIOR 1/4' MAX. SHIM �=L SEE TABLE 1 -7 MIN. EDGE DIST. 1 MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 BY OTHERS 1/4' MAX SHIMSEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 INSTALLATION ANCHOR y`�—SEETAB!'L-E uO SEE TABLE 1 / / 1/4' MAX SHIM �— PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INTERIOR �g� HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE 1/4" MAX SHIM VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 EDGE DIST. TABLE 1 TABLE I: APPROVED INSTALLATION FASTENERS F ANCHOR 3/16" ITW TAPCON T. • 1-1/ 1IJ! • FLANGE CONCRETE (2.0 KSI MIN.) FLAN • • FLANGE CONCRETE (2.85 KSI MN.) 3/16" ELCO ULTRACON • • •ls • • • 11 • FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3/16" RW TAPCON OR ELCO ULTRACON •MTHREAD-: 1-3/8" 718" 000• FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW • •//8" 16 GAUGE (0.060") MN. STEEL STUD (33 KSI YIELD MN) #1D-16 HLTI KWIK-FLEXOR RIMD• TEKS SELF-DRILLNG SCREe •0 • t •FLANGE • • �/16 •1/8" ALUM. (6063.T5 MIN.) OR 1/8' STEEL (33 KSI MN.) #10 GRADE 5 SELF-TAPPNG / DRILLING SCREW DFLANGE 5" 7/16'FIN 2XMN. SPRUCE -PINE -FIR (G=0.42) #8 WOOD SCREW • / " MIN. EMBEDMENT SEE TABLE 1 UL PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER \ HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DIET. B/6) READ AT THE HINGE SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. • PERIMETER SEALANT • BY INSTALLER • INSIDE AND OUT � • �p1 HORIZONTAL SECTION 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, CP 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. • • of • • • • • of • • •• •• • • • •• •• ••• • • • ••• • • Qzmw 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8400 PVC CASEMENT IMPACT Q Z aZ� I- owu Q W 0 0 Zw3Z wrgwt }Om3m LL H W Z I-3 M 2 U Uwe iuz- NIL O Z— Z F N Z U-0ujZ7U— a H—LLmOOLLZ > Q�3:0WHHO— CISM3,9m LLy W OJfnl- O W�0 mmw Ix � a ILu t s . 0 : it �90: STATE OF "441 ID sfONA to 1 �N,�� X:ff— 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 INSTALLATION DETAILS ADE 05/05/07 VG#: REV.: CWS-161 D ALE: SHEET 1:2 6 OF 6 1/4/2018 Florida Building Code Online vim: • • �''�` �` .. ., �� N� ";` Me BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search a �j "' Product Approval dbpr 9 USER: Public User m'JR1 Product Aonroval Menu > Product or Application Search > Application List > Application Detail .u- FL # FL16736-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 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 • 900000 • • • •••• • •••• ••••••• • Quality Assurance Representative Arturo Monteverde • 0000 • • 0000 • • • • • Address/Phone/Email 1900 SW 44th Ave "" • • 0000 • • • • • • Ocala, FL 34474 •• •• •• •••••• (352) 368-6922 Ext 221 •••••• • • • amonteverde@cws.cc • • • • • • • • •••••• • • • • • Category (]ED •• • •• • • • Subcategory 0 • • • •' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer !" ) Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE [✓) Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of 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:ltwww.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd6HABPugYUIXlzzFJrTCXA%3d%3d 1/2 1 /4/2018 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Prndurte Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 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 Instrructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-871C.12df 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 EvalReport871C.pdf 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.pdf 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 EvalRe opt§,¢T • • • I.G. must be safety glazed when used above 30 R. in HVHZ. • Created by Independent Third Party: Yes • • • Glass complies to ASTM E1300-04. •••• •• • ••••••• • •••• •••• • • back Next •••• •••• ••••• •••••• •o• • ••••• •• •• •• •••••• • Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 85_� : •: • • The State of Florida is an AA/EEO employer. Convriaht 2007-2013 State of Florida. ;; Privacy Statement :: Accesfsibility Statement :9 $, ." temen • • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to arpubliare•ords request, do not send eh;%vii • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contllct 850.487.1395. Versuiant 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 llddkss 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 nottflh it supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https:lMww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 2/2 . TURNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3 80-1574 FBPE C.O.A. #29779 Evaluation Report 869C September 7, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX I I I "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 6t' Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-869C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-3, -3A, -4, and 4A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 0 4) Supplemental Calculations to support CWS-869C, signed and sealed by Lucas A.•Turner;P'E." Installation: Units must be installed according to approval document CWS-869C. "'; • • • • Limitations of Use: This product: • • May be used up to the sizes and daylight openings indicated in CWS-869C • * 0.0 0 ... • 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 • • • • • • In the operable sash, requires Kuraray (Dupont) PVB Interlayer per Miami-Oadd I .O.A. 4- 1117.02t, and in the fixed glass requires Kuraray (Dupont) SentryGlas Interlayer per Mia*mi~bade N.O.A. 14-0916.1 It • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.1 Ot t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 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 acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-09-16 09:27+20:00 0� ►,tjQRF lit/ I�rI -.� No 58201 t P : STATE OF ; �? .0: :lv AZ 9/07/2017 Lucas A. Turner, P.E. FL PE #58201 64 1 /4' MAX OVERALL FLANGE ucnB r_ur MAX UNIT 59 9/16" MAX. SASH HORIZONTAL SLIDER - LARGE MISSILE IMPACT 112 1/4" MAX OVERALL FLANGE WIDTH 111' MAX. UNIT WIDTH 49 15116" GLASS DLO I X 5813/16" GLASS DLO 27 15116" q MAX. SASH WIDTH 6 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 GLAZING DETAILS ..................................... SECTION VIEWS & GLAZING DETAILSILS.... 3 EXTRUSIONS & B.O.M...............................4 ANCHOR SCHEDULE & NOTES................5 INSTALLATION DETAILS ...........................6 • LJ CC C = A 24 518' GLASS DLO 1 -- I 1 I � I B 1 X 561 1 D D GLA DLO B 6 C •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED gotbav-1 TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 8200 PVC 3. CONFIGURATIONS: "OX", "XO". HORZ. SLIDER 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER RA E PRESSURE AND GLASS TABLES ASTM 3 0 0TEST Lu z 0 0 uj o w 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED 0 9.3. O � 3 IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR Z 0 Z 2 � O W DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O F O Ci 2 0 F- ZD-P- ya ANCHOR CALCULATIONS, Z— U) ZI.- 7 y ZpZ Q 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT } LL O 0 LL z Q — O w — = 0— REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT THIS PRODUCT, BUT w� } 0 LU O on MUSTTBE ENGAGED PR ORR TOE EXPOSURE TOFHURR CANE WINDS AND w z N w co Op -A r FLYING DEBRIS. a IL 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT 0 of w►.--0 X: X a Lu 3 ww USED AT FIXED MEETING RAIL AND HEAD/SILL.0. a 8. SERIES /MODEL DESIGNATION HS 8200. N,Q�i 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ,,•��Py,PNCE•N.ws • V ;' F'•.y' " X = OPERABLE SASH, O = FIXED SASH Ne 58201 S t 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 9 �, STATE OF 11. EXTERNAL W EEP SLOT = 1/4" x 1' LOCATED 4' FROM BOTH ENDS. ..n •. [ • ••• • • ••• ••• MAX. UNIT SIZE I PR5S E RATOG IMPACT RATING 111" x 63" +/- 60 PSF LARGE MISSILE IMPACT ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LucasTurne r 2017-09-22 13:54-04:00 �2 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 AWN BY: DATE: TEF 10/11/13 VG . REV.: CWS-869 C ALE: SHEET 1:20 1 OF 6 QUANEX DL IG SPACER 7/8" OVERALL 3116" ANNEALED OR TEMPERED 1/4" AIR SPACE 7/16" LAM[ 3/16" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED GLASS TYPE A FIXED GLASS QUANEX IG SPACE GLASS GLASS TYPE B SASH •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7/8" OVERALL 118" ANNEALED OR TEMPERED 318" AIRSPACE 5116" LAMI 1/8' ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED GLAZE"H" 552 BITE SETTING BLOCKS PER FBC 2411.3.3.1 WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT Z 3 QZ3 H 'WO a►W►--pO O KOK p�Zm U.�-uj Z 3�x Z Z=2Q O Oe-O �_�� U 0co�Za- n HtAO. Z O —50— Q FZu mo wz Q�OW_x0_ U.0w a' �� HHoo-Z W 0WIoW W d1w OJ(n� - a wosm 0' =~a' W�W0 a a Of a 5Et201 70: STATE OF f� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GLAZING DETAILS TEF 10/11/13 VG #:REV.: CWS-869 C A E SHEET 1:1 2 OF 6 INTERIOR SECTION VIEW A -A INTERIOR SECTION VIEW B-B SECTION VIEW C-C ALTERNATE FIN FRAME SECTION VIEW D-D JAMB ROTARY LOCKS JAMB ROTARY LOCKS: MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS. REQUIRED ON FIN UNITS. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 8 46) JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (ITEM 23) LOCATED AT THIRD POINTS. NOTES: EITHER IMPACT HOOKS OR ROTARY LOCKS • • • • • • • • • • • MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. • • i ONLY ROTARY LOCKS MUST BE USED IN BOTH • • • • • • • • • • JAMBS OF FIN UNITS. •• ••• •• • • •• i • • • • • • 40- • • • • • • • • • •JAMA • • HEADIMPRCf HOOK AND IMPACT FIOOKIITOTARY LOCK LOCATIONS 1:20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW SYSTEMS B 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT z 3 Qz3 I- Ow0 WWOO6 o z8z wMw- z zxm<mw00 O OFO QxIfw O Uv)U-ZaHfAa Z7�zw oOO o=) z zOVUQ<wOLLz�o=O It o co 0 W nWw0Wmw OJnF a- It x~ W W� W w m a W m z,-7 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS TEF 1 10/11/13 CWS-869 C ALE: SHEET 1:2 3 OF 6 PARTS LIST ITEM PART # JDESCRJPTION 1 I H-6049 IMain Frame. SH/HS. Flange. P\ 3 S-6077 lCow, HO Fixed Rail, PVC Mikron 5 P-4638 #8 x 2 1/2" Ph Mod Truss Type A TEK Ajax 6 P-3342 Seam Sealer, SM-5504 Schnee 7 S-1776 Roller Track Keymark 8 S-6013 Screen Adapter, Jamb, PVC Mikron 9 S-6014 Screen Adapter, Head & Sill, PVC Mikron 10 11 P-4479 S-6064 Weep Coww/ Flap Glazing Bead M&M Mikron 12 H-6050 Sash Meeting Rail, PVC Mikron 13 H-6051 Sash Pull Rail, PVC Rkron 14 H-6052 Sash Top/Bol. Rail, PVC Mikron 15 FI.1497 Reinf. Sash Meet. Rail Keymark 16 FI-1498 Reinforcement, Sash, Side Rail Keymark 17 H-1699 lReinforcement, Sash Pull Rail Keymark 18 P-3429 W stp., 0.270 x .187 back FinSeal, G Ultrafab 19 P-3783 Lock, Impact, PVC Interlock 20 P-4051 #8 x 1 1/4" Ph Flat Tek, Wht. Fastenal 21 P-4069 Keeper, Impact, PVC Interlock 22 P-3539 #8 x 3/4" Square PH Tek, WM. Fastenal 23 P-4958 Rotary Lock Interlock 24 P-4633 8-32 x 112" Barrel Fastener Interlock 25 P-4952 lKeeper. Rotary Lock Interlock 26 P-4779 lRoller, Tandem M&M 27 P-3541 1#8 x 1/2" Quad PH TEK 2 Zinc Fastenal Alum PVC Steel 2 1 Silicone Alum PVC PVC PVC FRAME FLANGE-6049 3 3 118" 3 1/8' 4 2 9/16' 11 ;;fl Lr 1 7/8' ve• HD MTG RAIL-1631 PVC FRAME FIN-6048 CORNER CONSTRUCTION N171(!!DOW(J�) SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC CORNER WELD (ALL SIDES) 8200 PVC 1:8 HORZ. SLIDER IMPACT V.- 1 6 PVC 1 15/16' 1 3/16" 5 PVC ��23/16"� �23/16" PVC 1FF 14 3 13 PVC 1 5/8' 1 5/8" q 1 5I/8" 1 5/16" Alum 1/16' I q t/t6• Lq 1N6' 1/16" 2 Alum Alum PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOPBTM RAIL-6052 PVC HD MTG RAIL COVER- 6077 FIXED MEETING RAC D 3116' SCREWED TOGETHER WITH OUTERFRAME 1:8 Steel O 518 Steel I_ 6. -j�— I —C11 3/4' 46 1" 1 t 46 1'6" 15/16' 1/16' 7/8• 1/16• SASH MTG. RAIL-1497 }— Nylon PLAN VIEW-1999 SASH REINF. - 1699 HEAD IMPACT HOOK- 1999 29 jPurfaCt Glaze "H" or Sikaflex 552 Henkel/Sika Silicone 30 P-3028 Set. Elk., 85 Dur., 1/8' x 7/8" x 2" Lg. Frank Lowe Rubber 31 P-3218 Screen Frame Allmetal RollForrn 32 P-4754 Screen Comer Key Allmetal Nylon 33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon 34 P-3029 Screen Pull tab Summit 35 1 P-3033 Screen Spring Fla. Spring SS 36 1 P-3228 IScreen Spline Dapa 40 P-3113 IScrew Support, PVC Team Plastics Rubber 41 P-3752 Cap Plug, 1/2" Hole M&M Nylon 42 S-1577 Impact Hook, Frame, Jamb Keymark Alum 43 S-1112 Reinforcement, Head, Jamb Keymark Alum 44 S-2000 Impact Channel, Sash Keymark Alum 45 P-3748 #6 X5/8 Ph FH TEK, Zinc, Painted Ajax Steel 46 S-1999 Impact Hook, Frame, Head Keymark Alum 47 H-6048 IMain Frame, SH/HS, Fin, PVC Mikron PVC 48 S-6055 lRoller Track, PVC, (Anti4ift) Mikron PVC 49 P-5250 Lock, Impact, PVC, w/Flipper Interlock 50 P-4730 1#8 x 1/2" Ph Mod Truss TEK Fastenal Steel 40 3/16• 3/16— 3/4" O 61r I 7 1/16- 6" 15/8" S.B.R./S.S.R.- 1498 1/16' T- 44 ROLLER TRACK -1776 5/j_ 1/16' va" PLAN VIEW-2000 PANEL IMPACT CATCH -2000 11 r7/8"1 7/8' 0 3116• y 9/16' 3 GLAZEBEAD - 6064 J— 1116' O16PVC GLAZE BEAD -1112 • • ¢s • • • • • {}L�'--_ • • •• • • • • • 1 5/16" 8 3/8" t 5/t� � 6• 1LL"�1J • • • • • • • •7L 4 1116' 8 "' " ' ' •' 1/16" PVC SCREENCATCH - 6013 1/16• PVC ANTFLIFT - 6005 PLAN VIEW - 1577 U AH IMPACT HOOK • 1577 • • • • • • • • • 000 5/16" • • • • • 3116" ; 3• 1/2' • • • • • • • 40 • • • • • • • SOREW SUPPORT - 3113 PVC SCREEN SUPPORT - 6014 LINE ITEMS NOT USED: 4, 38-39 NQpTE44L6 EXVJWSVNS AI;E ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • Z 3 QZ3 aLu0 COWrOU w ZOZ w-L 0 1-Lu Zo32= Z Z22QXWOO O OHO Q=I.-w U UmZal-md CD Z� Zre ZOt-Zb0Q �-�WOOZ ¢ W O(nUj Ujr}naWmw Q. z=a it0Nr~n w =~a Lu3w� a a ZZ 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS TEF 10/11/13 VG # REV.: CWS-869 C :ALE: SHEET 1:2 4OF6 6" MAX. 6" MAX. 17' MAX (TYP.) ANCHOR LAYOUT - (FLANGE) OTE 2 INSTALLATION ANCHOR (TYP.) NOTES: 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.) FT8" MAX. O.C. (TYP.) ExO I ll X I ANCHOR LAYOUT - (FIN) 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. O&W®M WINDOW SYSTEMSM 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT i 3 QZ3 F OWO awan z LL Z Z=2 XWOO O OFO Q=Fw U UZ—Wtn�VaFtna Q ZzFON OZVwjZ5OU H—LLgOOLLZ Q�OwFHO— _ OO�Rco wmW Q. Zlnw O-1tnF a co O wait W=y a a o3a 9/22/2017 LUCAS A. TURNER, P.E. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTiOWTNwiERIAL OR CGATING. OISSI►AjIAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE # 58201 BE PROTECTED TO PREVENT REACTION. • • • • • • • • • 1239 JABARA AVE. FL 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTAL-`ATIO*4N*RQCTiO4, 4tV . PH. 941-380-NCOteS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, -1574 34288 SPECIFIED IN TABLE 1, SHEET 6. • • • • • • • • • • • • SHEET DESORPTION: 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. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AIII& SUBSTRATi. • • • • • • • • • • • • • • • DRAWN BY: DATE: 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTEArR%: 3":OR I%ASONRY,= FpRYVOPB AND FETAL. TEF 10/11/13 • • •• • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNEMY THE AMM AgT• OR ENGAVEER• • • OF• RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWc u REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 C 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/AAMA200(FLANGE WINDOWS), FMANVDMA250(BOXWIf19OV9S), FMB AAMAIWffl"305(E)(TERIOR DOORS) • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SHEET 1:25 1 5 OF 6 MIN. EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS MIN. EDGE DIST. 1/4" MAX. SHIM SEE TABLE 1 MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS SEE TABLE 1 SUBSTRATE BY OTHERS 1/4' MAX. SHIM SEE TABLE 1 MMIN. EDGE DIST. IN. EMBEDMENT SEE TABLE 1 SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSTALLATION ANCHOR INSIDE AND OUT SEE TABLE 1 MIN. EMBEDI SEALANT BEHIND SEE TABLE 1 FLANGE BY INSTALLER 1/4' MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 1/4' MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER 0 PERIMETER SEALANT MIN. EMBEDMENT BY INSTALLER SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS r SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 r&YVER.Tr-AL SECTION TYPL SILL ANCHORAGE PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER C a1 HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS F TYPE ANCHOR TYPE MIN. EMBEDMENT- FLANGE CONCRETE (2.0 KSI MN.) 3/16" fTW TAPCON - / f • • • 1 - • F UT-FLLED CMU (117 PCF MN.) 3/16" ITW TAPCON FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON • 1 + • • • • 1 • • FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-112" FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON 1.318" 7/8" OR ELOO ULTRACON FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW • • -3/8" • • •7/8" em 16 GAUGE (0.060") MN. STEEL STUD #10.16 HLTI KWIK-FLEXOR F L TFW2EAL1 FLANGE (33 KSI YIELD MIN) lEKS SELF -DRILLING SCREW TYfiU O.D60I i i 110" i 1/8' ALUM. (6063-75 MIN.) OR #10 GRADE 5 SELF -TAPPING / F L THREACT FLANGE 1/8' STEEL (33 KSI MN.) DRILLING SCREW THRU 0.125" 7/16" FIN 2XMN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/7 1/2" ERIMETER 5��jL PERIMETER SEALANT BYNSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER C HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION BY INSTALLER l_z cz � NSIDE AND OUT • � D HORIZONTAL SECTION 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION • :L•ANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, i1P 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. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT z 3 aZ3 ow0 wwod O �vOz WM- li Hw3ZZF-��2 Z ZZ2 O OFO U Ut)�ZaHNa Z p � Z50— ��OFF�O— W Of]lf Cawcow m z=w woNo a d' =~a' w?:W� a moo-" tSORE W iy�'i GQ �•.��0 E H 3F•.; Qy�i. t No 58201 :� �: STATE OF :414/` X:;-P, 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 INSTALLATION DETAILS TEF 10/11/13 /G It. REV.: CWS-869 C ALE: SHEET 1:2 6OF6 INSPECTOR NOTE: STRUCTURE WAS DESIGNED BASED ON THE FBC 2017, AND ASCE 7-10, 175 MPH (3 SEC), EXP. C. RISK CAT. 2. INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH 503.1 OF THE EXISTING BUILDING CODE. NOTES 1. TAPCONS SHALL BE ULTRACON BY ELCO ( 1 -" MIN. EMBEDMENT, 2 )¢" MIN. EDGE DIST.) 2. ALUMINUM SHALL BE 6063-T6 MIN. 3. ALL FASTENERS SHALL BE GALVANIZED MIN, UNO. 4. WATERPROOFING, BY OTHERS. 5. OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE 6. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE. 7. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA. 8. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. Lu Q �► z c p LL - J U11 � � c z o CO W 1" 1 (n z < Ez � � z 0 W f- U C > W v O ~ CL Z Q N < a om s %1� /1-1� !� �►►!KEY PLAN v) r CLIENT INFORMATION FLORIDA HOME IMPROVEMENTS 3044 SW 42nd STREET FORT LAUDERDALE, FL 33312 NEW 2"x4"YY" 6063- ATTACHED TO CC Vb ULTRACONS ® 8" 0/C, (, 7Y44" MIN. EMBEDMENT, 2 EXISTING CONCI STRUC' NEW WINDO BY OTH PROJECT INFORMATION CARRERA RESIDENCE 781738 10317 NORTH MIAMI AVE MIAMI SHORES, FL 33150 ALUMINUM TUBE DETAILS FOR NEW WINDOWS/DOORS f s 8, & 9 SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNT N BEACH. FL 33476 DADE — BROWARD — PALM BEACH FL. CA. IM217 561 — 752 — 5440 OFFICE 561 — 752 — 5542 FAX .� `1,111116111/„t,,, ., `.�'� � . NSF •e�.9'. No. 77012 n C o 2018 1 PARTIAL ELEVATION -o S1 SCALE: 3/8" = V-0" •,�0� . C pj��P�C�� 0A%- 11 • •I S1 OF 1