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472 Rosalia Dr - BR18-0004762 - WINDOWSCITY OF Sk 40RD Building & Fire Prevention Division PERMIT APPLI ATION Application Na: 0 "' 00 Documented Construction Value: $ 5,283 Job Address: 472 ROSALIA DR SANFORD, FL 32771 Historic District: Yes No7 Parcel ID: 31-19-31-508-1300-0190 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: vv'REPLACE 4 WINDOWS NON/IMPACT. SIZE FOR SIZE. Plan Review Contact Person: LINA Phone:954-7924415x243 Fax:407-4728380 Name BURNS, SIGNE Street: 472 ROSALIA DR Title: PERMIT MANAGER Email: p fhaproducts.com I_ r&44Xa:r e Property Owner Information City, State Zip: SANFORD, FL 32771 Name Phone: yua- - HI :7 -/l 9 / Resident of property?: OWNER Contractor Information FLORIDA HOME -IMPROVEMENT ASSOC. Phone: 954-7924415 Street: 3044 SW 42 ST. City, State Zip: Name: N/A Street: N/A HOLLYWOOD, FL. 33312 City, St, Zip: N/A Bonding Company: N/A Address: N/A Fax: 407-4728380 State License No.: CGC061890 Architect/Engineer Information Phone: N/A Fax: N/A E-mail: N/A Mortgage Lender: N/A Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6t6 Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property ofthe requirements ofFlorida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ature erl gent Date rr SrA rye O j Signatur actor/Agent Date 7 //a BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application SCPA Parcel View: 31-19-31-508-1300-0190 Page 1 of 2 cm tib:M 0.':ktdr. (;fxfiftY lX,f1lRR.M Property Record Card Parcel: 31-19-31-508-1300-0190 Property Address: 472 ROSALIA DR SANFORD, FL 32771-3589 Parcel Information Parcel 31 19 31 508 1300 0190 Owner(s) URNS SIGNE Property Address 472 R0SALIA DR SANFORD FL 32771 3589 Mailing 472 ROSALIA DR SANFORD, FL 32771-3589 Subdivision Name SAN LANTA 2ND SEC I Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(1998) e t< Ep 4e " , s d e . rjIvT F Value Summary 2019 Working gym_ 2018 Certified V81UES Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 90,791 87,916 Depreciated EXFT Value 672 600 Land Value (Market) 51,030 51,030 Land Value Ag Just/Market Value " 142,493 139,546 Portability Adj Save Our Homes Adj 24,364 23,847 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 118.129 115 699 Tax Amount without SOH $1,838.54 2018 Tax Bill Amount $1,390.95 Tax-:-g0pt r Save Our Homes Savings: $447.59 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 19 (LESS W 25 FT) & ALL LOTS 20 & 21 BILK 13 2ND SEC SAN LANTA PB4PG39 Taxes Taxing Authority Assessment Value Exempt Values .... . Taxable Value1- .,..,.. _.. , ... _ _. ........................... . County General Fund $118,129 $50,000 $68,129 Schools $118,129 $25,000 $93,129 1 City Sanford $118,129 $50,000 $68,129 1 SJWM(Saint Johns Water Management) $118,129 $50,000 $68,129 1 County Bonds $118,129 $50,000 $68,129 Sales Description Date Book Page Amount Qualified Vac/Amp WARRANTY DEED 8/1/1997 03288 0845 $67,300 Yes Improved WARRANTY DEED 8/1/1995 02956 1667, $68,500 Yes Improved C Fin......,.. m.. ....... n j d Comparable Sates Land Method Frontage DepthI Units j Units Price Land Value FRONT FOOT & DEPTH 162.00 155.00 0 $300,00 $51,03Q Building Information It h count incorrect Clio Here t ,- Year BuiltcnpUon Fixtures ((Bed Bath BBSe Area Total SF !! Liwng SF Ext Wall Adj Value Repl Value AppendagesActual/Effective j a. A.. . 1 SINGLE 1952 6 3 1_ _0 1,394 3,024 2,154 SIDING $90,791 $181,582 [BASEscription Area FAMILY GRADE 3 __ 550 00 http://parceldetai1.scpafl.org/ParcelDetalllnfo.aspx?PID=31193150813000190 11/28/2018 SCPA Parcel View: 31-19-31-508-1300-0190 Page 2 of 2 SCREEN 396,00 PORCH UNFINISHED OPEN PORCH 84 00FINISHED GARAGE 210 00UNFINISHED OPEN PORCH 180,00FINISHED ENCLOSED PORCH 21000 FINISHED L._. ,..._... _......._ _.. __._......... _._......_.. _......._.. ,....,..,___'_ Permits Permit # Description Agency Amount CQ Date Permit Date 00702 BED & BATH ADDITION SANFORD $77,541 1/28/2013 02853 REROOF W/SHINGLES DUE TO HURRICANE DAMAGE SANFORD $4,500 7/19/2005 1--," .,... _.__ ... Permit data Goes not originate from the Seminole County Property Appraiser's M e For detail f questions conceming a permit, pease contact Me Wilding department of Me tax district In which the property Is I—Wd. Extra Features Description Year Built Units Value New Cost FIREPLACE 1 1111/1952 1 $672 $1 680 1 http://parceidetaii.scpafl.org/ParcelDetaiIlnl'o.aspx?PID=31193150813000190 11 /28/2018 Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018141183 Book:9267 Page:513; (1 PAGES) RCD: 12/17/2018 10:20:33 AM REC FEE $10.00 1?:= r Tc7t'11. ;,r ; • ; ; r r ; Raii r NOTICE OF COMMENCEMENT State of Florida County of SetMnole Pervnk Number. Parcel ID Number 32-19-30-SGS-0000-0480 The undersigned hereby gives notice that Improvement will be made to certain real property. and in accordance with Chapter 713, Florida Statutes, the foftwkog Wormation is provided in this Notice of Conanencernant. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) S 30 FT OF LOT 48 & N 30 FT OF LOT 49 KAYWOOD1PJLAT PS 30 PGS 27&28: 2402 OREGON AVE SANFORD FL 32771 GENERAL DESCRIPTION OF IMPROVEMENT: WINDOWS OWNER INFORMATION: Name. ILIEVA ILIYA M . ILIEVA DIMITRINA S address: 2402 OREGON AVE SANFORD FL 32771 Fee Simple Title Holder (Iother than owner) Name: N/A Address: N/A CONTRACTOR: Name: FLORIDA HOME IMPROVEMENT ASSOC. Address; 3044 SW 42 ST. HOLLYWOOD, FL. 33312 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 71&.13(1Kb), Florida Statutes. Name: NIA Address: N/A In addition to himself, Owner Designates N/A of To receive a copy of fhe Lienors Notice as Provided In Section 713.13(1)(b), Florida Statutes. Errp anion Dateof Notice of Commmtoe imixt (Tbe sapkation data In 1 yewfrom date of recording amass a diflsrent date Is spa~ WAr;N Al (Q TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CFiAPI ER T13, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTOYOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under Pe es cif perju , II declare that 1 bave road the foregoing and that the factsstatedIn it are tuts to the We xl Jand belief: w4/ P( - ?,1 e,V FI- r Panted Nunn FbrldeStawte719aomar mud sign the notice dwmmanoarnont and no am steamer psrrrm0.oed10 signIn ids arboratrad' Stab of c't County of „11hy l'n&rl K.- The foregoing hta mment was acknowledged before me this day of 7C C by, ls t 4l mWho Is personally known to Nema d / parson makingadamant a NQ OR who has produced Identift"don type of Identilloatfon produced: R Zo 4; eA, CERPFIEDCopy t 4IT{'tic or 7 ;' dt t !b'^l it..`fq.,, \(\ "\- iNi ( f t.tyetro e R. t11t Date: LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs 111RK4101 11 IF-ITAST.11 411R inRATATIMP-11Rom I [till an agent of: FLORIDA HOME IMPROVEMENT ASSOC, Name of Company} to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 The specific permit and application for work located at: 472 ROSALIA DR SANFORD, FL 32771 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: WAYNE I BURNEII State License Numbe Signature of License STATE OF FLORID COUNTY OF The foregoing instrument was acknowledged before me this day of 200-1%_, by WAYNE T. BURNETT who isp-personally known to me or o who has produced identification and who did (did not) to an oath. Notary Seal) Paui Norman Notary Public State of FloridaViMyCommissionExpires3/10/2020 Commission No. FF 97WI Rev. 08.12) Print or type name Notary Public - State of Commission No. My Commission Expires: as CITY OF SANFORD Contractor Registration Application P. O. Box 1788, Sanford, Fl, 32772-1788 Phone: 407.688.5150 Fax 407.688.5152 Email: building(a)sanfordfl.gov Date: December 17th, 2018 Business Name: BRIAN EHLERS CONSTRUCTION CO., LLC Business Mailing Address: 2801 SE 7th Ave., Suite 402 City: Ocala State: Florida _Zip: 3447 Business Phone: 352-861-4333 Fax: 352-861-4377 Email:5' ian*Bri anFhlersConstruct ion. "m Naincof Qualifier on State License: Construction Industry Licensing Board State License Classification: General Contractor State License Number: A registration fee is not required. We do not mail confirmation of registration. State Certified Contractors: State license from Department of Business and Professional Regulation. Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the certificate holder. If faxed or emailed it MUST come from the insurance agcnt/company. Certificates from contractor's offices are not accepted. Copy of valid business tax receipt State Registered Contractors: State license from Department of Business and Professional Regulation. Current Seminole County Comp Card Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the certificate holder. If faxed or emailed it MUST come from the insurance agent/company. Certificates from contractor's offices are not accepted. Copy of valid business tax receipt Specialty Contractors Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the certificate holder. If faxed or emailed it MUST come from the insurance agent/company. Certificates from contractor's offices are not accepted. Copy of valid business tax receipt Control # Rev, 07.16 City Registration # RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA VEPARTMENT OF BUSINUS,ROFE' WrArewil I M M NAL REGULATION 1EXP1MT!0N0A-Tg,v GUST 31,2020 Always verify licenses online at MyFloridaLicense.com ER THE Ell an Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. REM11fr - t , - kr. - a bpr SHAMR-1 A RQ DATE (MMIDDlYI'YY) CERTIFICATE OF LIABILITY INSURANCE 12/1712018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Alexander Insurance Agency 641 S. Orlando Ave., Suite 206 Maitland, FL 32751 Chad Kinsley INSURED Shamrock Plumbing & Drain Cleaning Inc. 4626 Old Winter Garden Rd A7 Orlando, FL 32811 E: iad Kinsley 407-629-4825 Mapfre Insurance Co of FL Technology Insurance Company C VE A E TNlIL4REP: REVISION NUMBER: 407-629-5407 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000 CLAIMS -MADE 0 OCCUR 103 GL 0024770-00 07/20/2018 07/20/2019 DAMAGE TO RENTEDEaoccurren 100,000 All ONGOING & COMPLETED OP BF ISES MED EXP An one arson 5,000X X WOS PNC PERSONAL & ADV INJURY 1,000,000 GENERAL AGGREGATE 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY jreT LOC I PRODUCTS - GOMPlOP AGG 2'OOO,U00 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 300,000 ANY AUTO 5204070002689 05/08/2018 05/08/2019 BODILY INJURY Per arson AAUTOS ONLY ED AUTOQULED RREE N pWATQQONLYXATOSONLBIx BODILY INJURY Per accident PPeOacGCent DAMAGE UMBRELLA LUIB OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS -MADE AGGREGATE DED I I RETENTION $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERlM Mg EXCLUDED? Mandatory n NH) NIA C3762700 12/31 /2018 12131 /2019 X PER OTH- E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE 11000,000 1,000,000 If yes, tlescnbe under DES RIPTI N F P R TIONS below E.L. DISEASE - POLICY LIMIT 1,000,QQQ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more apace is required) SANFO-4 City Of Sanford 300 N. Park Avenue Sanford, FL 32771 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 26 (2016103) ©1988-2016 ACORD CORPORATION. All rights reservea. The ACORD name and logo are registered marks of ACORD CITY OF SANFORD Contractor Registration Application P. 0. Box 1788, Sanford, FL 32772-1788 Phone: 407.688.5150 Fax 407.688.5152 Email: building(&anfordfl.gov Date: December 17th, 2018 Business Name: BRIAN EHLERS CONSTRUCTION CO., LLC Business Mailing Address: 2801 SE 7th Ave., Suite 402 City: Ocala State: Florida _Zip: 34471 Business Phone: 3,52-861-4333 Fax: 352-661-4377 Email:"' i"*HriariEh I ersConstructiort, com Name of Qualifier on State License: - Brian Ehlers State License Classification: General Contractor State License Number: A registration fee is not required. We do not mail confirmation of registration. State Certified Contractors: State license from Department of Business and Professional Regulation. Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the certificate holder. If faxed or emailed it MUST come from the, insurance agent/company. Certificates from contractor's offices are not accepted. Copy of valid business tax receipt State Registered Contractors: State license from Department of Business and Professional Regulation. Current Seminole County Comp Card Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the certificate holder. If faxed or emailed it MUST come from the insurance agent/conipany. Certificates from contractor's offices are not accepted. Copy of valid business tax receipt Specialty Contractors Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the certificate holder. If faxed or ernailed it MUST come from the insurance agentjcompany. Certificates from contractor's offices are not accepted. Copy of valid business tax receipt Control # Rev. 07.16 City Registration # RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY M THE M Always verify licenses onfine at MyFloridaUcensexom 19C MM a o'bpr This is your license. It is unlawful for anyone other than the licensee to use this document. Znorowski, Me an From: Andy D'Ambrosio <AD'Ambrosio@taylormorrison.com> Sent: Monday, December 17,2018 10:01 AM To: Blanton, Deborah; Building Subject: Route all finals Good Morning Please route all finals on these 2 homes 596 Red rose In. #18-2444 600 Red rose In. #18-2442 Thanks you Andy D'Ambrosio Senior Builder 151 Southhall Ln. Suite 200 Maitland, Florida 32751 Phone:+14076290077 Email: AD'Ambrosio(a-)tavlormorrison.com www.taylormorrison.com This message may contain confidential information and is intended only for the named addressee. If you are not the named addressee you should not distribute or copy this e-mail. If You have received this e-mail by mistake please delete it from your system. Io v p conum." R "U oo'nc 41nucphone M \s'C . . .. ...... u, a'M—. m"'t ut FAWN IU s"knS4 ---------- i! J" '; 1 RHTRHIilk; 1 26 . . .... W&A, W. a Or 1 All 'Nap, hTMET W011,11"', SAIIAW w"W 0, son malWit tzz" In u los 0 Pool,,, i'4 n City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 472 Rosalia Dr SANFORD FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider CWS 8200 SERIES L4092.1/FL4092.2 Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description includes decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shin les Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation _ Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory 5. Shutters Accordion Bahama Manufacturer Product Description Florida Approval # include decimal) Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name WAYNE T. BURNETT Please Print) June 2014 OPP lei 10 $1 H5 74 1/2 x 38 1/4 30) Rm92,© HS 52 3/4 x 50 1/4 40) FL4092.2 HS 105 3/4 x 62 30) FL4092.1 1 /412018 Florida Building Code Online 8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications F8C Stall acts Site Map Links Search FiOi"!0U fj Product Approvaldpr e USER: Public User pSddurt Approval Menu r Produrr or ApoliCotion 5 vr& a nnolicaUnn Ust > Application Retail FL # FL4092-R8 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 lay Lathrop Address/Phone/Email 1900 SW 44th Ave 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 Ext221 amonteverde@cws.cc Category Subcategory fD Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL4Q92 R8 COI EvalReoart223E ndf Referenced Standard and Year (of Standard) Standard ye ar AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/1.5.2/A440-08 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By http.//Www.fioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio°/a3d 1/2 114/2018 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Products Model, Number or Name HS-8200 Method 1 Option D 09/27/2017 09/29/2017 10/03/2017 12/12/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other: HS-8200, 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 5/8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM E1300- 04. 4092.2 j HS-8200 Description 8200 Vinyl Flange and Fin Horizontal Sliding Window Installation Instructions Ft4092 R8 11 CWS-340E Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL4i 92 R8 AE Eva1Report340E Ddf Created by Independent Third Party: Yes HS-8200 Vinyl Flange/Fin Horizontal Sliding Window Limits of Use 1 Installation Instructions 223EApprovedforuseinHVHZ: No FL4u 2._g8 SI CWS Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 YesImpactResistant: No Created by Independent Third Party: Design Pressure: +40/-40 Evaluation Reports Other: HS-8200 PVC Horizontal Slider, XO or OX, 72 x 72", j FL409 RR8 AE EvalReoort223E Ddf DP 40 PSF. Glass conforms to ASTM E1300-04, II Created by Independent Third Party Yes 4092.3 HS-8200 j--.__ N HS-8200 PVC Horizontal Slider, OX or XO. r-___.___.._._ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL4092 R8 11 CW2-486C Pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 I Created by Independent Third Party: YesjImpactResistant: No Design Pressure: N/A i Evaluation Reports Other: HS-8200 PVC Horizontal Slider, XO or OX, 74" x 54". FL4092 R8 AE EvalReoort486C.Ddf Third Party: YesSeeInstallationdrawingsforDesignPressure. Glass complies Created by Independent with ASTM E1300-04. i CUs :: 1.60t8iair Stone R d T Ilah ssge FL 32399 Phone: §50.487-1821 The State of Florida is an AA/EEO employer. Copyright 2007•2013 Sta of Flgrrda :: Privacy Statement :: g1,, bility Statement :: R_giunt mgpt 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 mailtothisentity. Instead, contact the office by phone or by traditional mail. If youhave 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 email$ provided may be used for official communication with the licensee. However email addresses are public record, if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click h r Product Approval Accepts: Credit Card Safe http:// www.floridabuilding.orq/pr/pr__app__ dti.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%u3d 2/2 UR.NER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34298 Ph, 941-380-1574 FBPE G.Q.A. #29779 Evaluation Report 340E August 28, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Non Impact, 54" x 62" unit size XO or OX, and 125 5/8" x 62" unit size XOX Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6'h Edition (2017) Florida Building Code outside 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-340E, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3522-2 and -2A, NCTL-210-3525-1 and -2, and NCTL-210-3459-I; -I A, 2 and -2A from National Certified Testing Laboratories, Orlando, FL signet) and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05 4) Supplemental Calculations to support CWS-340E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval doeulrtent CWS-340E. Limitations of Use: This product: May be used in O/X or X/O configuration in sizes up to 54" x 62" unit size, and X/O/X configuration in sizes up to 125 5/8" x 62" unit size, with max. glass daylight widths as shown in CWS-340E Achieves design pressures as indicated in comparative analysis tables in CWS-340E Is non -impact and requires the use of shutters May not be used in the High Velocity Hurricane Zone Requires glazing as shown in CWS-340E Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-340E 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. jilitf/l,I, NVR tiv T •,, lam,. Lucas rva aoT Turner 2017-08-30 13 STATE OF 16:03+20:00 a.••, P.- ` 8/28/17 S QNA a. ll Lucas A. Turner, P.E. 4tt1111{10 FL PE #58201 HORIZONTAL SLIDER - NON -IMPACT SHOWN WDIFFERENT OPTIONS) 126 718' MAX. OVERALL FLANGE WIDTH 25 518' MAX UNIT WIO'H — 50' - GLASS OLD I GLASS DLO 53 114 MAX OVERALL FLANGE 62- HEIGHT MAX 1411 UNIT x GLA 0 x HEIGHT OLDSS MAXSASH HEIGHT 41 FL F E MAX SASH VVIDHT 55114' MAX OVERALL FLANGE WIDTH 54- MAX, UNIT V41DTH OLDGLASS A GLASS DLO IF 63 114* MAX, 5a 9/16' 1 OVERALL MAX. FLANGE sz B ULIEB & HEIGHT HEIGHT x 0 GLASS 01.0 E2- f)kAGLASS 1 UNIT OLD HEIGHT ; 11 ,--% I ; I TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 GLAZING DETAILS .............. ._ .,, 2 COMPARATIVE ANALYSIS... ..... 3 SECTION VIEWS & ALT. FRAPAE_ ..4-5 EXTRUSIONS & B. O,M ............ , , 6 ANCHOR SCHEDULE & NOTES- - 7 INSTALLATION DETAILS........__.._ 8 MAX SASH WIDTH E J5_ IL4-: GLASS OLDGENERAL. NOTES-. Okwom 1, THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTUREDWINDOWSYSTEMSi: To COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION. 1900 SW 44TH AVE OCALA. FLORIDA 34474 2 GLAZING OPTIONS: (SEE SHEET 2) www.cvvs cc 3. CONFIGURATIONS: " OX','XO",'XOX*. 8200 PVC 4 DESIGN PRESSURE RATING (SEE SHEET 3): HORZ. SLIDER NEGATIVE DESIGNLOADSBASEDON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-0401109 NON -IMPACT POSITIVE DESIGNLOADSBASEDON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTIVI E- 1300-04e01109 z 3: <Z3 5 ANCHORAGE THE 33 v3% STRESS INCREASE HAS NOT BEEN USED P z 0oow 0 LU-0 <r-zo '-; IN THE DESIGNOF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR w 01 zoz (]:=- z U) 3 0DETAILS. WINDLOAD DURATION FACTORCd=1,6 WAS USED FOR WOODI-LU ZI,-=2y ANCHOR CALCULATIONS 0 zz07: ZE < m , 00 06<"x 6 NOT APPROVEDFORIMPACT RESISTANCE. IMPACT PROTECTIVE 0 Z V) z SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z z L) V Z 0- 7, ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT 0 ZU) USED AT FIXED MEETING RAILANDJAMB, I L) cc O§ 92 8 SERIESIMODEL DESIGNATION HS-8200 LAJ CL o 0 x MCILLO) LU LU 0 V) 0- Cr U) 9, THEDESIGNATIONX AND 0 STAND FOR THE FOLLOWING C 0: a. 0 LU (L2: ccLu 3: x = OPERABLE SASH, 0 = FIXED SASH 10, SECTCAIOTIN CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR vv LOON. 11. EXTERNAL WEEP SLOT = 1/ 4' x 1" LOCATED 6" FROM BOTH ENDS. N. 58201 3* GTATE OF Lucas 4 OR Turner t" p ON 2017- 08-30 17:13+20:00 CONFIG. MAX. UNIT SIZE L DESIGN PRESSURE RATING IMPACT RATING x() x 62" 1 SEE COMPARATIVE ANALYSIS CHART, SHEET 3 1 NONE 7OX 1/4 1/2 1/4 125-5/8" x 62"-7i NONE S;28/2017 LUCAS A. TURNER, P+E FL PE # 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH, 941-380-1574 GENERAL NOTES AND ELEVATIONS AAJ 1 07101/08 CWS- 340 L_ E ALE, I SHEET 1:33,33 1 1 OF 8 A I P8' OVERALL 118' ANNEALED j- 5/8' AIR SPACE UK ANNEALED t SIKAFLEX 552 OR PURFECT GLAZE'H" 1/2` GLASS BITE GLASS 7YPEE A 7W OVERALL 3116' ANNEALED 112' AIRSPACE j-- 3116' ANNEALED 36) SIKAFLEX 552 ORPURFECTGLAZE'H' GLASS TYPE B 112GLASS BITE 7/ 8' IOVERALL 1/ 8- TEMPERED 518" AIRSPACE 1/ 8' TEMPERED nIl 1 SIKAFLEX 552 OR 1 36 PURFECT GLAZE 'H" D U GLASS TYPE C 12" GLASS SITE 7/ 8- OVERALL 3/ 16" TEMPERED j IjL, I 112" AIRSPACE 306' TEMPERED SIKAFLFX 552 OR j'j IIrl ;il PURFECT GLAZE-H" GLASS TYPE D SS B,TE 7 WINDOW SYSTEMS _J 1900SW 44TH AVE OCALA. FLORIDA 34474 W WW.CvvS.CC 8200 PVC I HORZ. SLIDER NON - IMPACT a ? az3 Qu' z uj ozoZ>oa>3m_ LLhW3ZH> L S O Oi-Oa4wOO crUULnI-Za _wa. O ZO?uozD ChOLLZa O- ~O Z 010E wvtw LL (!1W p tns- az?= a sO ut Z' o a a o:w" cw. O No 55201 '. it3 C : q S3 : STATE OF :wW ONA ; ti t,'. z 8/ 28120 L7 LUCAS A TURNER, P.E. FL PE # 58201 1239 JASARA AVE. NORTH PORT, FL 34288 PH. 941.380.1574 GLAZING DETAILS AAJ 07/01/08 U d —__j.. _4 tip:- li CWS- 340 E ALE SHEET 1: 1 20F8 TYPE A. B, UNIT WIDTH (IN) 87 1/2 1102 1/2 UNIT I JAJti YYILl I tit] N) HEIGHT (IN) 1 15 5/8 118 7/16 121 5116 124 718 29 1/8 130 7/8 131 5116 34 1116 35 11116 17 718 1 +45i-45 1 +451-45 1 +45/45 1 +451.45 1 +451-45 1 +45/45 1 +45/45 +42.5/42.5 +401-40 29 112 1 +45/45 1 +451-45 1 +45/45 1 +451-45 1 +451-45 +40.1 / -40,1 +39.1 / -39.1 +33.51-33.5 +30.91-30. 45/-45 ) +451 35 1/2 1 +45 i -45 45/45 1 45 1 -45 1 +45 1 -45 451 -45 1 4U / -4V JV I 3MJ SZ.Y l -J4,!J su / -Su 39 1/2 45/-45 451-45 45/ 45 451-45 451-45 40/40 39/-39 32.91-32.9 30/-30 41 V2 451-45 45/45 451-45 1 +451-45 451-45 40/40 391.39 32.91-32.9 301.30 43 112 45145 451-45 4451-45 4 11-45 45/45 401-40 39/-39 32.9/-32 9 30/-30 47 112 45 i -45 451-45 I 45/4 45/45 401-40 391-39 32.9 / -32.9 30 / -30 51 1/2 45/45 45/-45 45/4 43.8 / -43.8 401-40 39 / -39 32.91 -32 9 301-30 53 V2 45/45 1 +45 1 •45 451 -45 44.7 / -44,7 41.3 / -41.3 40 / -40 1 +391 -39 32.9 / -32,9 301 -30 XO OR OX DESrN PRESSURES (GLASS TY PE A. B, C, OR D) UNITWIDTH (IN) UNIT HEIGHT IN) 29.5 1 31.5 35.5 39.5 41.5 43.5 47,5 51.5 54 17.875 45 / -67.5 45 / -67.5 45 / -67,5 45 1 -67.5 45 / -67.5 45 / -67,5 451-61.9 45 / -54.6 45 / -50.8 29.5 45 / -67.5 45 / -67.5 451-57.5 45 / -67.5 45 / -67 5 451-67.5 45 / -58.2 45 / -49.5 45/45 31,5 451-67.5 45 / -67.5 45 / -67.5 451-67,5 45 / -67.5 451-67.5 45 / -58.2 45 / -49.5 45/-45 35.5 45/-67.5 45/-67,5 45/-67.5 45/-67.5 451-67.5 451.67.5 45/-58.2 45/49.5 45/-45 39.5 451-67.5 451 -67.5 45 / -67.5 451 -67,5 45 / -67.5 451-67.5 451-58.2 451-49.5 45/45 41.5 45 ,' -67.5 45 / -67.5 45 / -67.5 45 / -67.5 451-67.5 451-67.5 451-58.2 451 -49.5 45/45 43.5 451-67.5 45 / -67.5 451-67.5 45 / -67.5 45 / -67.5 45 / -67.5 45 / -58.2 451 -49.5 45/45 49 451-67.5 45/-67.5 45/-67.5 451-67.5 45/-67.5 451-67,5 45/-58.2 45)-49.5 45/45 51.5 45 ! -67.5 451-67.5 45 / -67.5 451-67.5 451-67 5 45 / -66.7 451-58.2 451-49.5 451 -45 53.5 451-67.5 45 i -67,5 45 / -67.5 451-67.5 451-65.9 45 / -63.6 45 ! -%2 451-49.5 451-45 55.5 451-67.5 451 -67.5 45 / -67,5 45 / -65.4 45 / -62,9 451 -60.7 451-56.9 45 / -49.5 451-45 59.5 45 / -67.5 45 / -67.5 45/ -65.6 45 / -60.1 451-57.8 45 / -55,7 451-52.1 45 / -49.1 45/45 62 45/-67,5 45/-67.5 45/-62.5 45/-57.2 451.55 45/-53 451-49.5 45/-46.6 45/-45 NOTES. 1, IF SIZE iNT£NDED ISNOT SHOWN, USE NEXT LARGER SIZE 2. ALL XOX UNITS MUST USE EITHER GLASS TYPE 6 OR TYPE D ONLY. WlN::fJri SYSTEMS i9C9 SW 44TH AVE. OCALA, FLORIDA 34,174 www.cws cc 8200 PVC HORZ. SLIDER NON -IMPACT sl 3 dz3 Zi, o; zOZ M--t gv1-ro 3m ZiO 00 < l;ppOHO =r>rUI of Uml'Zaru>az-i° z noon nOu.0rz2<0"" p0ffuriow w cr a oJfn}- QOwr0 3: 0`+P1a3REbv N. 55201 TATE OF s70NAtfN S23/2017 LUCAS A. TURNER, P.E. FL PE 11158201 1239 JABARA AVE. NORTH PORT, FL 34288 Pit. 941-380-1574 COMPARATIVE ANALYSIS f)RAVINDY - AAJ ( 07/01/08 CWS-340 E SHEET 1'1 3 OF 8 0} RIO7INTER, 1 55; SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY. 20,25.27,34,39,40,41,48,51,52 INTERIOR SECTION VIEW 8-8 SECTION VIEW C-C ALTERNATE FIN FRAME WINDOW SYSTEMS 1900 SIN 44TH AVE OCALA, FLORIDA 34474 I)VVVVV,CVVS,CC 8200 PVC HORZ. SLIDER NON -IMPACT z I E zuj _OZ at- 0 , 0'Z > 0 T 3: E z Z3: W2<- -Z-1 6 5 --- z ozuwznu-) OZ tz,5 oc I, I— 'v :0) : 9 m ccV, 0 w 0 w it E 13 STATE OF ir 0 0 R W28/2017 LUCAS A TURNER. P.E FL PE 9 58201 1239 JABARA AVE. NORTH PORT- F' ' 34288 PH 941-380-1574 SNEER DESCR#s't4N SECTION VIEWS Ox Irakv-vN By AAJ 07/01/08 CVVS-340 E SHEET 12 40F 8 INTERIOR INTERIOR SECTION VIEW F-F ALTERNATE FIN FRAME SECTION VIEW D-D ITEMS NOT SHOWN FOR CLARITY 20,25,27 34,39,40.41,48,51.52 WINDOW SYSTEMS 1900 SW A4TH AVE OCALA, FLORIOA 34474 vvVvW c"ll, cc 8200 PVC HORZ. SLIDER NON -IMPACT z Z. < , 3: z uj oOw0 <rzwZ_ 0 z Lu z z 7: 0: 000o—co)u<T,_lof1 — z CLI.;Z; na cr 0 z om =0 '- 2 0 X 0 0 w co irz!w 0 U) cc E ? i 58201 3- WE Of' 10 0 R 8! M2017 LUCAS A. TURNER, P.E. FL PE If 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DF5CRMT90N_ - SECTION VIEWS xOx AAJ i olmilos i C I illEv Cw S-3,10 E Iscnie— SHEET 1: 2 I 5 OF 8 S R for LBO Rail A 718'.Fx(J., Honz. 718",Fxd_ Vert rif. Plate, F.M.R. lp,, 0.270 x 187 DaCk Fir x 2,5 Ph Modified Truss. 7 C6_2_5 Ph PH SMS - 1.250 Ph FH TEK. Wht. 0.625 Quad FH TEK, W or 5cc IV " ] I 2 11,16' 3 1/8' PVC FRAME FLANGE H-603 I l- 2 116' 2) MIkron PVC 7 47 PVC FRAME FIN H-6026 M&NI Nylon Interlock znc Interlock Zinc v'' & NI Nylon Alum. Tasterval Steel Tastenal Steel FaSlef'131 Steel Fastenall Steel Schnee Silicone 46 1 P-3218 IScreen Fnrne. Honz. Allmelal ticlilrorrn 47 1 P-3218 IScreen Frame, Veil. A;Imetal oil om, 48 P-3321 ]Screen Frame Corner Key metal Nylon 49 P-3581 JScreen 17-101h, 16 X 115 FiDefqlaSS501P-3228 IScreen Solone. .155 Dia, 13*. Dapa PVC SASH MTG RAIL H-6027 PVC SASH TOP/BTM RAIL H-6004 PVC SASH SIDE RAIL H-6028 1 U2* FIXED MTG RAIL H-1836 CORNER CONSTRUCTION CORNER VELD ALL SIDES) tart FIXED MEETING PAIL SCREWED TOGETHER VV17H OUTERFAAM,E 8 1 114- `j 3J4' 7116" 2' 506-1 14) L T_ T 1 - L3 ROLLER TRACK HORZ SCRN ADAPTOR VERT SCRN ADAPTOR REINF. SBRISSR REINF. SASH MTG. RAIL S-1776 S-6013 S-6014 S-1498 S-1497 PVC FIXED RAIL COVER S-6063 LINE ITEMS NOT USED NOTE ALL EXTRUSIONS ARE ALUMINUM 6063-TG UNLESS OTHERWISE NOTED. 16.19-20,28,32.33. 37, 531 114 PVC GLAZESFAD S-6064 WINDOW SYSTEMS L 1900 SW 44TH AVE OCALA, I-LORIDA 3-,174 WWW CINS cc 8200 PVC HORZ. SLIDER NON -IMPACT z z CW0 -woo z WO o 4 t- z ww0ZZX Z' ZC 0ZT'0Z<x,,u00Ql-I 0 ; ,u4x m1 , <n a aZ z Z , n OZIt87, < zxC0C-r w CL 0 a wi-0 0. Sa0. M 09 STATE Ql "JZ LUCAS A TURNER, P.E. 3- FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 SCREW SUPPORT PH, 941-380-1574 P-3113 —SHE-Ef-d-a-C-Ri;5T-'4N-- - -- BONI AND EXTRUSIONS AAJ OATE C7/01/08 CVVS-340 E tE ____ SHEET 1:2 J_6 OF 8 15- MAX. O C (TYP } R SASH 6- MAX, iT1'P.; L' o MAX. ITYP. 16' MAX C ITYP.I 9 MAX. O. TYP.) ANCHOR V MIDSPAN rYP) 3 (TIP.) 11 3116' MAX O.C. (TYP.IT (4 FIXED CHflft LAYOUT - J LANGE) 4- MAX. 1TYP, -', 8' %%X OC:.{PIP.) 4' MAX. {TYP 1 r 8' MAX. fl.C--- yP) 1XI O ANCHOR LAYOUT - fFIN) X INSTALLATION ANCHOR(TYPJ SEE N07E 2 N57ALLATiON ANCHOR ITYP.) 15' MAX 0 C. (7)'P.} -----iI 6- MAX .(TYP,) (iYP.7 10' MAX. O.C.--' TII O II X P.) ANCHOR LAYOUT•(FLANGFI 4' A%X. {TYP) 8' MAX O.0 (TYP ) 4- MAX. (TYP) - -1 '.., 8' MAX O.C. TYP) ANCHOR_ LAYQUT - {FIN) INSTALLATION ANCHOR( TYP.) NOTES 1_ INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD SEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT_ LOAD BEARING SHMS 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 8. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE iN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM j SPECIFIED IN TABLE 1, SHEET 8 j 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 - 1X BUCKS ARE iOPTIONALt 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS 3' FOR MASONRY, 1- FOR WOOD AND METAL. I 8. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND :.DADS TO THE STRUCTURE. j SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLE I, SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. i 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL B£ DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS FMA( AAMA 100(FIN WINDOWS). F9v1AlAAMA 200(FLANGE WINDOWS). FMA7WDMA 250(SOX WINDOWS), FMAJAAMAWDMA 303(EXTERIOR DOORS) WINDOW SYSTEMS 8 1900 SW 44 TH AVE, OCALA, FLORIDA 34474 WWW. CWS.CC 8200 PVC HORZ. SLIDER NON - IMPACT Q z S' Q - O OwpQ,Wpo wZp2ro : 7c0 3m uw- Zz sz T QwflpOc-O `ZTr2cD. t' c_ n ;- z 0- , z 0O? Z?; T c ruUz6 w ppcccco0awwLu CC rn w p -., : n t- p w p c 0 r Y u?wU) NOREtVTG, No 50201 OT. STATE GF i• W r';7 8/28/ 2017 LUCAS A. TURNER, P. E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 HEFTf.FtifR-.PTifiti ANCHOR SCHEDULE ANDNOTES AAJ 1 07/01/ 08 10- 1'aev_ _...... CWS-340 E SHEET 1: 40 7 OF 8 TYPICAL HEAD ANCHORAGE MIN, EDGE DIST, SEE TABLE I SUBSTRATE BY OTHERS—, SEE TABLE MIN EMBEDMENT SEE TABLE IPERIMETERSE4-ANT BY INSTALLERS INSIDE AND OUT r --- I SEALANT BEHIND FLANGE BY INSTALLER L V4^ MAX, SHIM INSTALLATION ANCHOR SEE TABLE I MAX SHIM SEALANT BEHIND FLANGE By INSTALLER PERIMETER SEALANT MIN, EMBEOMENT, BY NSTALLER SEE TABLE' tNSTE AND OUT SUBSTRATE BY OTHERS- SEE TABLE I MIN EDGE DIST SEE TABLE 1 VERTICAL SO, JILIN S-I-L-L--ANCH—ORAG- TYPICAL MIN. EMBEDMENT SEE TAB__ 1 SUBS7RATE BY OTHERS WINDOW SYSTEMS 114' MAX.SHIM SEE TABLE I MA EDGE DIST. SUBSTRATE 9OOSEETABLEIBYOTHERSiSW 44TH Al/E SEE TABLE 1 0' ALA, FLORIDA 31.174 114' MAX, SHIM vivIlAl CV11s f-c MIN ENETA-8-11EI III 8200 PVC INSTALLATION ANCHOR- - HORZ. SLIDER SEETABLE1MIN. EMBEONIENT SEE TABLE I NON -IMPACT PERIMETER SEALANT BYINSTALLER INSTOE AND OUT SEALANT BEHIND FLANGE BY INSTALLER TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE ISUBSTRATE TYPE JANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. HOLLOW OR GROUT -FILLED CMU (117 PfF MIN) .3/16- ITVI TAPCON 27 FLANGE JCONCRETE (2.85 KSI MIN FLANGE GROUT -FILLED CMJ (ASTIM C-1110) 13116' ELCO ULTRACON 1-114 2.1/2 FLANGE 12x MIN, SOUTHERN PINE (G=O 55) 13, " IlW TAPCON i 11-318 71$' I' E;-CO ULTRACON FLANGE i2X MIN SOUTHERN PINE (G=) 55) 10 WOOD SCREW 1-3/6' 7/6- 116 GAUGE (0 060 ) MIN STEEL STUD 10-16 HILTI KIVIK-FLEX OR ITVV 1 FULL THREAD 7/16' FLANGE33KSIYIELDMIN) TEKS SELF -DRILLING SCREW THRU 0,060- 1/ 8- ALUM. (6G63-T5 MIN.) OR 010 GRADE 5 SELF -TAPPING i FULL THREAD 7116' FLANGEll,,8- STEEL ,33 KSI MIN DRILLING SCREW THRU 0. 125- IN- 12X MIN SOUTHERN FINE (G=D 55j 1#81WOOD SCREW 7/16" PERIMETER SEALANT BY INSTALLER SIDE AND OJT L-IN STAI- LATION ANCHOR SEE TABLE I SEALANT BEHIND FIN BY INSTALLER HORIZONTALS IECTIONTYPICAL Fj ANCHORAGE NHEAD AND SILL SIMILAR FOR FIN INSTALLATION 7 H' sw zluzOzx - - t o 0iy 3: m Z- W 2i 0 olob;J-x 0 - I -. ;; I---5 to) K < z519dol-6 L) mc z 0: EaOW t x Zocr a w V) w0JU7w0 tj o 0- X Ccc3: wo Liv 58201 STATE Of: 4uZ O' q - S128,' 2017 LUCAS A TURNER, P.E. FL PE # 58201 PERIMETER SEALANT 1239 jABARA AVE IBY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT PIT 941-360.1574 0 HORIZONTAL SECTION 766X rME INSTALLATION 8HEAD AND SILL SIMILAR -OR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE PARTIALLY OR FULLY REMOVING THE FLANGE, :()oAwNby-- 7 CATE - UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED. I AAJ 07i01/08 MIN. 1/4^ FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED L'L,. INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CVVS-340 E PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SHEET 8 OF 8 114/2018 Florida Building Code Online e7/: 7/ it0-111it act$ Nome Loq in User Reg4tral on Mot Top'cs Suomrt Surc':aryc S[ats & Facfs Pubhcaticns FBC Staff ecl$ Slte Map Lints Search dblj— aelProduct Approval USER: Public User Product Approval Menu > Product or Annhcanon S parch > AF4Lt. i n_I; ,c > Application Detail FL # FL4092-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, Ft. 34474 352)368-6922 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc ay Lathrop 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext291 Ilathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352) 368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL4Q R8 COI Ev IReport223E pdf S Andard Year AAMA/WDMA/CSA 101/t.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 PA TAS 202 1994 http://www.floridabuilding.orgtprlpr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name j Description 4 4092.1 HS-8200 ( 8200 Vinyl Flange and Fin Horizontal Sliding Window j Limits of Use Installation Instructions i Approved for use in HVHZ: No f Ft4092 P8 It CW -340F adf Approved for use outside HVHZ: Yes ( Verified By: Lucas A. Turner 58201 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation ReportsOther: HS-8200, 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 FI 4042 R8 AF EvalRep4rt340E ndf 1 5/8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM E1300- ! Created by Independent Third Party: Yes 04. HS-8200 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: HS-8200 PVC Horizontal Slider, XO or OX, 72" x 72", DP 40 PSF. Glass conforms to ASTM E1300-04. T_ __ __.._... _.. _.. 4092.3 1HS-8200 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: HS-8200 PVC Horizontal Slider, XO or OX, 74" x 54". See Installation drawings for Design Pressure. Glass complies 1 with ASTM E1300-04. HS-8200 Vinyl Flange/Fin Horizontal Sliding Window Installation Instructions 4092 RS L__ WS-223E Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes j Evaluation Reports I FL4092 R8 AE EvalRegort223E.odf Created by independent Third Party: Yes i HS-8200 PVC Horizontal Slider, OX or XO. Installation Instructions F 409ty_ 2 RR 11 CWS-486C ndf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL4Q92 R8 AE EvalRepQrt486C.ocif Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahas e FL 3239 Phone ASO-487•tR24 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Fionda :: Pnva,Staternent ccessibllity Statement Ref n S t m nt Under Florida law, email addresses are public records. If you do not want your e•mad address released in response to a Public records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. `Pursuant to Section455.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, RS., please click here . Product Approval Accepts: Ell [A] <CrF^t t?rcat Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931d/o2b4g5faOOzM2M4GTnBAwwDnjlGdio°/a3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 94 1-380-1574 FBPE C.O.A. 429779 Evaluation Report — CWS-223E September 7, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Non Impact, 72" x 72" unit size XO or OX 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 61G20-3.005 (4). This product complies with the requirements of the 6"' Edition (2017) Florida Building Code outside 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-223E, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3870-1 and -IA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/1.S.2/A440-08 4) Supplemental Calculations to support CWS-223E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-223F.. Limitations of Use: This product: May be used in OX or XO configuration in sizes up to 72" x 72" unit size, with max. glass daylight widths as shown in CWS-223E Achieves design pressures as indicated in comparative analysis tables in CWS-223E Is non -impact and requires the use of shutters May not be used in the High Velocity Hurricane Zone Requires glazing as shown in CWS-223E Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-223E 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. t`i r rrrr ' r . Lucas No 5 2ry1'; 9/07/2017 Turner Lucas A. Turner, P.E. 2017-09-16 13 STATE OF : v, FL PE #58201 09:23+20:00 O N - IN HORIZONTAL SLIDER -NQN-IMPACT 73 114• FLANGE 4YIDTH ---- -- 72'- MAX UNIT WIDTH-_.._ __ __ ._____- A i - B I 73 114' FLANGE HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...,.1 DP CHART & GLAZING DETAILS.......-2 SECTION VIEWS &ALI FRAME_ ...3 EXTRUSIONS & B.0 M ... ..... 4 ANCHOR SCHEDULF & NOTES S INSTALLATION DETAILS. Eo C C - i I !A J }I 32' GLASS DLO ---- 32- GLASS DLO - 35 5116" MAX SASH VVIDTH 1.9 68 9116 MAX SASHHEIGHT 65 V4" GLASS 6` DLO GENERAL NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED c um-''(0i'... WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION. 1900 SW 44TH AVE, OCALA, FLORIDA 34474 2. GLAZING OPTIONS' (SEE SHEET 2) WWW.CWS CC 3. CONFIGURATIONS -.'OX'.'XO'. 8200 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 2): HORZ. SLIDERNEGATIVEDESIGNLOADSBASEDON, TESTED PRESSURE AND GLASS TABLES ASTME-1300-04e01109. NON -IMPACTPOSITIVEDESIGNLOADSBASEDON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04POI109. Q1 Z 5. ANCHORAGE: THE 33 1131,'o STRESS INCREASE HAS NOT BEEN USED THIS PRODUCT SEE SHEET 6 FOR ANCHOR III _,c) Z O ^ - I,N THE DESIGN OF flw€j Ix 5 InO0, DETAILS. WINDLOAD DURATION FACTOR C.d="=.6 WAS USED FOR WOOD tLl > Z S 2 SANCHORCALCULATIONS. Zs I S Q LY 11 00OO1-OI1,1 6, NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE p Y1 ? 11Z ;_ j L3SYSTEMISREQUIREDINWINDBORNEDEBRISREGION. ZI C) rn 7 OQj ;7 z z C) C $ O' T_ O - 7- ALL FRAMES AND VENTS FULLY WELDED- SMALL JOINT SEAI3 SEALAN7 ffi r USED AT FIXED MEETING RAIL AND JAMB. y j OC>Oi8. SERIES 1 MODEL DESIGNATION HS-8200. a Q oujQ, ? = a 0 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING. ora, ? U, aX = OPERABLE SASH, 0 = FIXED SASH 1 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 114" X 1" LOCATED 4" FROM BOTH ENDS. v :' •' t° Nv 52201 '•'A' GImL OF Lucas FS < O A:: G`=:`. Turner 2017-09-16 07:28+20:00 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING SEE COMPARATIVE ANALYSIS NONE72" X 72" CHART, SHEET 2 I Z 9l0712017 LUCAS A TURNER, P.E. FL PE # 56201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 s E=* lisscriiitlor; GENERAL NOTES AND ELEVATIONS DRAY ,A 9f C1Ai( AIDE 09/12107 CYrIiL) it`zV CWS-223 E i.A.C. -._ SHEET 1:14 29 1 OF 6 Equal Split OXor XO Design Pressures i(PSF) Unit Hesghl Glass Unit Width (in.) in.) Type 35112 391/2 43112 471/2 511/2 1 551/2 591/2 631/2 67112 72 A 60.0/-60.0 60.0/-60.0 60.0/ -60.0 60.0/-60.0 60.0/-60,0 1 60.0/-50.0 58.6/•58.6 51.4(-51.4 45.5/-45.5 400/-40,035112B,C,D 60.0/-60.0 60.0(-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60,0 58,6/-58.6 51A/-51.4 45.5/-45,5 40.01-40.0 A 60.0/-60,0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60,0 60.0/-60.0 458.6/-58.6 51.4/-51.4 45.5/•45.5 40.0/-40.0 39 V2 8, C. D 60.0/-60.0 60.0/-60.0 60.0/-150-0 60.0/-60.0 60.0/.60.0 60.01.60.0 58.6/-58.6 51.4/-51A 45.5/-45.5 40.01.40.0 A 60.0/-60,0 60.0/-60.0 60.OJ-60.0 1.0/-60.0 60.0/-60.0 60,0/-60.0 58.6/-58.6 51.4/-51.4 45.5/-45.5 40.01 40.043112 B, C, D 60.0/-60.0 60.0/-60.0 60.01 60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 51.4/-51.4 1 45.5/-45.5 40.01-40.0 A 600/-%0 W.0/-6D0 60.0/-60.0 60.0/-600 60-0/-60.0 60.0/-60.0 58.6/-58.6 51.4It-51.4 45.5/-45.5 40.0/.40.047112 B.C.D 60.0/.60.0 60,0/-60,0 60.0/-60-0 60,0/-60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 51.4/-51.4!+45.5/-45.5 40.0/-40.0 A 60.0/-60.0 0/-60.060 60.0/-60.0 60.0/ 60.0 600/-60.0 60.0/-60.0 586/-58.6 514/-51.4 1 +455/-45.5 40,0/-40.0 51 112 8,C.0 60.01.60.0 60.0(-60.0 60.0i-60.0 60.OJ-WO 60.0/-60.0 60.0/-60.0 58.6/-58.6 51.4/-51:4 45.51-45.5 40AJ-40.0 A 60.0 / -60.0 60,0 / -60.0 60 0 / -50.0 60.0 / -60.0 60.0 / -60.0 60.0 / 60.0 58 6 / -58.6 51 4 / -51.4 45 5 / -45.5 40+01.40 055112 B.C.0 60.0/-60.0 60.0/-60.0 60.0/-%0 50.0/-60.0 60.0/.60.0 60.0/-60.0 58.6/-58.6 51.4/-51,4 45.5/.45.5 40.0/-40.0 A 60,01-60.0 60.0/-60.0 60.0(-60.0 60,0/-60.0 60.0/-60.0 60.0/.60.0 58.6/-58.6 104/-51.4 45.5/-45.5 40.0/-40.0591/2 B. C.D 60.0/-60.0 60.0/-60o b0.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 58,6/-58.6 51-4J-51.4 45.5/-45.5 40.0/-40.0 A 600/-60.0 600/.60.0 60A/-60.0 60.0/-60.0{+55.8/-55.8 54.8/-54.8 53.8/-53.8 51A -51.4 45.5/.45.5 40,0/-40.063112 8, C. D 60.0/-60.0 60.0/-60.0 600/-60,0 60.0J-60.0 59.7/•59.7 56.5/-56.5 53.8/-538 51.4/-51.4 45.51.45.5 40.0/-40.0 A 60.0 / - 60,0 60.01-60.0 60.0 / -60.0 56.6 / -56.6 s +51.8I 51.8 50.2 / -50.2 49.7 / •49. 7 4IIA (-4/.4 45.5 / 45.5 40,0 / 40.067112B. C. D 60.0 (-60.0 60.0 / -60 0 60.0 / -60.0 58.9 / -58.9 55.3 / -55.3 52 3 / -52.3 i +49.7 / -49,7 47.4 / -47,4 45.5 / -45.5 40.0 / -40.0 A 6D0/-60.0 600/-60.0 585/-58.5 4.2/-54.2 48A(-48.4 45.9/-45.9 45.6/-45.6 43.6/-43.6 41.8/-4].8 4 0 72 B.C,D 60.0/-60.0 60.0/-60.0 58.5/-58.5 54.5/-54.5 51.1/-51.1 48.2J-48,2 45,8/-45.8 43.6/-43.6 41.8J-41.8 40.OJ-40.0 718' OVERALL 1;8- ANNEALED 518' AIRSPACE 118- ANNEALED La' SPJRFECT GLAZE WIKAFLEX552OR 1/2' GiASS SITE JU 0 GLASS TYPE A NOTE. IF SIZE INTENOLD IS NOT SHOWN.. USE NEXT LARGER SIZE 718- OVERALL 3116' ANNEALED 112- AIRSPACE Li--3116' ANNEALED S LEX 552 OR CT GLAZE'H' GLASS TYPE B S BITE V8' OVERALL 118' TEMPERED AIRSPACE kI E - 1l6' TEMPERED t SIKAFLEX 552 OR PURFECT GLAZE p E V2- GLASS BITE GLASS TYPE C motomxWINDOW5Y5T'EMS 1900 SW 441H AVE E OCALA. FLORIDA 34474 I 3 WWW-CWS-CC 82©0 PVC HORZ. SLIDER NON -IMPACT q z Z. 4Z0pw0 `nwppZwJ0drw w zQ?_ ?r o qto r0 3m O Cf c nlnza a q, L,-Z ZpwU z nWO QzFat1Z ,6cra: a, wi OOw u)wt/)wLL i r1QJVi=Za ai wQ (Y n ffi7tYw'w ff- T G' No 58201 j ._. 716' OVERALL 311G' TEMPERED , St ATE OF iDr- Q •. u I "''• Fr k -±-- 172" AIRSPACE 4.. " V.. G 11StOAALe +*• 31'6- TEMPERED s Ij SIKAFLEX 552 OR i j F] 4PURFECT GAZE -H' 112' GLASS SITE WOV2017 LUCAS A TURNER, P.E. FL PE # 5820'. 1239 JABARA AVE NORTH PORT, FL 34288 PH. 941- 380.1574 COMPARA iIVE ANALYSIS E AND GLAZING DETAILS DRAY/N lit _..)nA?£.. _.-._ I( ADE I 09/12107 CIVIC 9 C'WS- 2234 E SHEET 1' T 2 OF 6 l --_ INTERIOR INTERIOR] SECTION VIEW 8-6 NOTE; FIXED LITE AT HEAD AND SILL IS SIMILAR SECTION VIEW C-C ALTERNATE FIN FRAME WINDOW SYSTEMS Ll_—_ i l'%jW Sw — 7H AVE OCALA FLORiOA 34474 Wvvvv'Cws Cc 8200 PVC HORZ. SLIDER NON -IMPACT 7 F( J, wz 0 2'. " - UJ 1 767 x - , 0 .7). fx 3: F5 0 C) v) z - o 0- to Do- ZZ Z V) Z 0 Raw4FOZz0 ul 0 u) x 0 t iL STATE OF 0 A l 9i0712017 LUCAS A TURNER, P.E. FL FIE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH 941,380-1574 SHEET 0i '__RUITION ORAwN 8, ioMIF__ AIDE 09112107 M- 4-- 141 CWS- 223 E SCAU SHEET 42 30F6 PARTS LIST r------- 3 its-- 1 • 2 11116" Cam..___ PVC FRAME FLANGE H-6031 3 t18"-- --^' 39116" t.__.—. PVC FRAME FIN H-6026 Vq . 71lli - 1--j-{— L vie',.•• ROLLER TRACK S-1776 23116-- t 1Sit6' t%' - _ _. tad l , , t S'9' 1 St8' WE, - -- v16.. _ - - JL i--- PVC SASH MTG. RAIL PVC SASH SIDE RAIL H-6027 H-6028 I 3r10 T ) ------ _ )- 2 v16- 1 { 1 5t8• 2 v8 - "- 1n 6- v16 PVC SASH TOPISTM RAIL FIXED MTG RAIL H-W04 H-1836 8 - ^ 1 V8' - 3la' - - 5/16' u: I 1 I I 3118 + ! Li I j - r HORZ SCRN ADAPTOR VERT SCRN ADAPTOR REiNF. SBR'SSR S•6013 S-6014 S-1498 CORNER CONSTRUCTION j Lk_}L+rLkvg(!!/IfUl - ;J 1 WINDOW SYSTEMS CS 1900 SW a4TH AVE ALA F_QMDA 34414 WWW CWSCC CORNER vNELO A_L SIDES) 8200 PVC t.8 HORZ. SLIDER t NON -IMPACT s s_ O W O ;) W O O O z O z r O iY 3 m L_ t- W Z S' S z z 2 ti ¢ W p O SCREwEOFIXED MEOGEI+1AETING . Ylil{ O O rn O z dIt , c- O 75 ? O - r3U1OGEIiIS Z O O U - 1.8 C - z L, z O L) a 1 -_ n tt ? $ p w O M `-' W to W 0- z x O X T y a VT`',c=++SFr Pr' J, t Ne 58201' L 98' * : 4 _ T ^'P'•, sT.\1E OF 5O ' T vs I ., 1 ....,.., c i 1 f F :'•. o A 1 .• ' REINI-. SASH MTG. RAIL j S-1497 9/p9)20; 7 ITEM PART # DESCRIPTION VJUNDOR PL1Tk]2L1L 1 H-6031 Main Fr., SH, w/Flg., PVC Mikron PVC 2 H-1836 Meet, Rail, Fxd. Keymark Alum 3 H-6026 Main Fr-, SH, ./Fin., PVC Mikron PVC 4 H-6027 Sash Meet. Rail, PVC Mikron PLC1--. 5 H-1497 ReioL Sash Meet. Rail Keymark Alum 6 H-6028 Sash Bottom Reif, PVC (S.S R !a S) Mikron PVC 7 S-1498 HS) Reini. S.B.R./S.S.RS.T.R. Keymark Alum 8 H-6024 Sasn ToplBot. Rail - - -- Mikron PVC 9 S-1776 Roller track Keymark Alum 14 S-6064 Giz. Bd., 718',Fxd_ Honz. Mikron PVC 11 S-6013 Scm. Adapt... w/ Nib, PVC Mikron PVC 12 S-6014 Scrn. Adapt., PVC Mikron PVC 13 P-4779 Roller, Tandem M&M Nylon 14 P-3783 Lock, Impact. PVC interlock Zinc 15 P-4069 Keeper, Impact, PVC Interlock Znc 16 P-4479 weep Cower wl Flap M&M Nylon 18 P-3429 Wstp.. 0.270 x .187 back FoSeal. Gray Uitrafao 19 P-3539 98 x 0.75" Ph PH Tek o keaper Faslenal Steel 20 P-3541 ;#8 x 0.5 Ph PH Tek@rciler Faslenal Steel 21 P4051 W 98 x 1-250 Pb FM TEK, Whl. c@)ock Faslenal Steel 22 P-3342 Seam Seater, SM-5504 Schnee Silicone 23 P-3752 Cap Plug, 1/2" Hole M&M Nylon 24 P 4648 Przrisct Glaze'H", Elk Flax 552 Henkel 1 Sika Silicone 26 P-335'L iSe1. Bik_ 85 Dui.. 118" x 718 —A2- Lg- FrankLoweRubber 26 P-3683 I HS-8200 Gold Cerl. Label 27 P-3881—Tempor—aryLbI (NFRCIDP) 28 F,xed SEE SHEET 2 29---. Sash SEE SHEET 2 30 P-3281 Spacer, DuraSeal TruSeA 33 P-3218 Screen frame. Hot Ailmelal RollForm 34 P-3321 SCrean Frame Corner Key AIlmelal Nylon Screen Cloth, 18 x 16 Fiberglass Screen Spline, .155 Dia.. Bilk, Dapa Screen Pull Tab Summit 3 N40S-6C53 Screen Spring, SS flaSpdng 3 Screw Support, PVC Team Plastic Rubber 3 Fixeo rail Cover Mikron PVC 5 Ani,-ifft out Mikron PVC 42 PA63$ 8 x 2 112-, PH, Modi54tl Truss, TEK2 Paslenel Steel 43 P-4959 WSip_ 0.420 x .187 back FinSeal, Gray Uilraw 44 P-5250 Lock. impact, PVC. Aip, (opfonal style) Rolo Frank Zinc w16 40 1 Sr16 PVC FIXED RAIL COVER S- 6063 LINE ITE0.9SNOT USED: NOTE ALL EXTRUSIONS ARE ALUMINUM 6063.T6 UNLESS OTHERWISE NOTED. 7,31.32 114' - 1f2 --'_ - J16- 1 1 LUCA.S A TURNER, P.E. f'• FL PE # 58201 7J8" f... 39; 1239 'ABARA AVE. 1...._- T'" - SCREW SUPPORT NORTH PORT, FL 34288 PH 941. 380.1574 PVC GLAZEBEAD P-3113 5HEFti$sra pT_,C — ___- S-6064 180M AND EXTRUSIONS I D, ZIYIN at. .DATE' ACE 1 09/12/07 j CWS- 223 E coA=L S+"EET i 12 4OF6 A k'"td. L -t TYR) 6- MAX.{TYPj 6- MAX. HYP_) 20- MAX O C HYP) ANCHOR LAYOUT - {FLANGE) 3- MAX. (TYP,) TE 2 3' MAX_ (TYP.) INSTALLATION ANCHOR(TYP.) 6" MAX O.C. TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ANCHOR LAYOUT - {FIN ATE 2 INSTALLATION ANCHOR (TY'P.) wlr,csow SYSTEMS 1900 SW 441 H AVE OCALA FLOPIDA 34474 WWW.(WS.,:C 8200 PVC HORZ. SLIDER NON -IMPACT Q7 a=OrOwC Q pLZwJ6UziZO? : 'F o vv1 }>0T3m z z=r.Cx.wpp V) z V) G z3 Z D G _Z0—ZOiLV ff ayp 2 oC7r(n :i—zin w p 0) ewl (00 w O WLOJurp : ur0 Tpz> Ir r a z3a AC llft£ P-• STATE OF 0ONIWO, 2" SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. LOAD BEARING SHIMS SHALL BE 17_ 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 CORROSIONRESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MOST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN -'HE MINIMUA 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 - iX BUCKS ARE OPTIONAL 7, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN All FASTENERS: 3" FOR MASONRY 1' FOR WOOD AND METAL, 8 WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATESSHALLMEETT"HE MINIMUM SIRENUTH REQUIREMENTS AS SHOWN IN TABLET. SHEET 6. CONCRETE AND MASONRY SUBSTRATES AWAY 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 20D{FLANGE WINDOWS), FMAiWOMA 250;50X WINDOWS), FMAIAAMA/WOMA 300) _PXTERIOR DOORS) 9, 107/2017 LUCAS A TURNER, P,E. FL FIE # 58201 1239. ABARA AVE. 1 NORTH PORT, FL 34288 PH 941.380-1574 ANCHOR SCHEDULE AND NOTES RAW hlirADE 09/12/07 CWS- 227 i £ iscrik" " SHEET _.. s1205OF6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANQ )OR SEE TABLE I SEA*_ANT BEHIND FLANGE BY INSTALLER PER;IAE-ER SEALANT BY INSTALLER INSOE AND CUT SUBSTRATE BY OTHERS SEE TABLE i MIN EMS20MENT TYPICAL HEAD ANCHORAGE SEE TABLE I SUBSTRATE BY OTHERS M V4' MAX SHIM SEE TABLE I SEE EDGEDIST, E TABLE I 1 MIN. DIST, MIN EMBEDMENT SE"i TABLE 1 SEE TABLE I INSTALLATION ANCHOR SEE TABLE 1 _74/ MAX, SHIM V4- MAX SHIM MIN EMBEDMENT SEE TABLE I EDGE OISi. VERTICAL 577-!EE TABLE I ON i4lCAl 11LAN H®RA.E I —PERIMETER SEALANT BY INSTALLER INSIDE AND OLT SEALANT BEHIND FLANGE BY INSTALLER c TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE QnNcqrTF '7 a NGE HOLLONIV OR GROUT -FILLED CMU (117 FOE MINJ 3116" ITN TAPCON FLANGE L'UNLt It kz,-' T FLANGE GROUT-FILLEO CMU (ASTM C-90) 3116" ELCO ULTRACON 1-114' FLANGE 2X MIN SOUTHERN PINE (G=0.55) T15" ITVV TAPCON OR ELCO UL77l,,CON 1- 318, 1 718' FLANGE 2XMIlj SOUTHERN PINE (G=055) 10 WOOD SCREW 718' FLANGE 16 GAUGE (0,06O) NIJIN STEEL STUD IM KSI YIELD MIN) 10- 16 HILTI KWIK-FLEXOR IN/ TEKS SELF -DRILLING SCREW FULL THREAD T0 C60' HRU7116- FLANG 11 lliB-ALUM, (6063-T5MIN,)OR 118- STEEL i33 KSI MIN isID GRADE 5 SELF -TAPPING i DRILLING SCREW FULL THREAD 7HRU 0. 125' 7!16- FIN 2Y, MIN SOUTHERN FINE 48 WOOD SCREW I-liZ' 112 MIN. EDGE DIST SEE TABLE I 3;4' MAX, SHIM SUBSTRATE BY OTHERS SEE TABLE I uj El" I B EDMENTSEETABLE I PERIMETER SEALANT BY INSTALLER INSIDE. AND OUT INSTALLATION ANCHOR SEE TABLE I SEALA14T 8F. HIND FIN BY INSTALLER HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 1 IW W/m_ WINDOWSYSTEMS r-1 1900SW 441 H AVE OCALA, FLORIDA 34474 vvwW cllvS cc 8200 PVC HORZ. SLIDER NON -IMPACT 7 9if) 7/ 2017 LUCA5 A TURNER, P.E. FL PE # 58201 PERIMETER SEALANT- 1219 JABARA AVL BY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT PH 941-380-1574 HORIZONTAL SECTION 6 J BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE L___ Y' UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED AIDE i 09J12107 MIN, 1, 14' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK iS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER WS-22i E PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SHEET 2 6 OF 6 4 1f 't BUILDING DIVISION PERMIT APPLICATION Application No- M — / — oo (/i (, Documented Construction Value:$ 6,946.QO Job Address: 1002 Gemstone Cove Historic District: YesEl No® Parcel ID: 33-19-30-521 -Q000-0050 Residential FK1 CommercialEl Type of Work: NewEl AdditionEl Alteration V1 RepairEl DemoEl Change of UseEl MoveEl Description of Work: Replace existing heat pump AC with new 17 SEER system. Plan Review Contact Person. Steven Per Phone: 407- 388-1300 Name Antonela Radulescu Fax: 407-210-8852 ElectriCool Inc Owner Email: steven@electricool.com Property Owner Information -- Phone: (407) 25114 ' Street: 1002 Gemstone Cove Resident of property?: Yes City, State Zip: Sanford FL 32771 Contractor Information Name Steven H Perry Street: 5703 Red Bug Lake Road Ste. 322 City, State Zip: Winter Springs FL 32708 Phone: 407- 388-1300 Fax: 407-210-8852 State License No.: CAC1 817352 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT 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 inect standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. Ia f FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date. 6" Edition (2017) Florida Building Code NO'1'j(,: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual conso•uetion value will be figured based on the current ICC Valuation 'Fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured offthe executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Si nalureofOwner/Agent hate VnOa Print OwneriA$entR AneA signature of Rotary-1fate of Florida Owner/Agent is Personally Kt Produced ID Type of ID 212-qI( Signature of Contractor/Agent Steven H Perr Print Contractor/Agent ALI KHAN Notary Public - State of Florida Commission # GG 88781 My Comm. Exoires Mar 30 2021 of Afotary-State f Florida r" i ractorlAgent is Produced IL) At! KHAN Notary Public- State of HW10 Commission It GG 88781 My Comm. Expires Mar'10. 2021 Date I `— — " I Personally Known to Me or Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: