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Home My WebLink About120 Willowbay Ridge St4U0 4 2015 CITY OF SANFORD BUILDING & FIRE PREVENTION BZ' PERMIT APPLICATION Application No: 69 Documented Construction Value: $ 6,497 Job Address: 120 WILLOWBAY RIDGE ST. SANFORD, FL 32771 Historic District: Yes No Parcel ED: 22-19-30-502-0000-1490 Zoning: Description of Work: REPLACE 7 WINDOWS, SIZE FOR SIZE Plan Review Contact Person: %l (\Ol `4 -`cb Title: rntii''`l • 1'11')_ I _ - Phone: 401-M119b 0 Fax:'AO NM w E-mail: eiw\ Ng D Oty(-, Property Owner Information (D M Name DIANA KEVIN Street: 120 WILLOWBAY RIDGE ST. City, State Zip: SANFORD, FL 32771 Phone: 5L Resident of property? : ` OWNER Contractor Information Name FLORIDA HOME IMPROVEMENT ASSOC. Phone: 954-7924415 Street: 4070 SW 30 AVE, Fax: 407-4728380 City, State Zip: HOLLYWOOD, FL. 33312 State License No.: CGC061890 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit 13 Square Footage: _ No. of Dwelling Units: Electrical New Service — No. of AMPS: Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Plumbing New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: 1( q 3 .D!5 Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 IT 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. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EMIPROVEMENTS 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. 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 of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a. plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 1 Signature of Ownar/Ageit Date Owner/Agent's kla 9 C Z 6 e\PENNo\aNpeb Bat`dedm Date WAYNE T. BURNETT Print ConftWor/Aacnt's Name t"'EEg ,V9 COWISSORtbet 23 206 BondedT NN'1pu Date Own &' ` i ersonally Known to Me or CIStractor/Agent is_Personally Known to Me or Produc Type of ID Produced ID Type of ID APPROVALS: ZONING:-G-lS s UTILITIES: WASTE WATER ENGINEERING: COMMENTS: FIRE: BUILDING: ''ll -1 S: Shall be inscn'bed with the date of application and the code in effect as of that date (Code 2010 FBQ 731.135(5)(6) Florida Statutes. REV 07.14 P REQUIRED INSPECTION SEQUENCE BP# # 15 2 4 9 6 Address: 1 Z.o BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Mobile Home Tie Down Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final PLUMBING / GAS PERMIT Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Gas Underground Gas Rough Gas Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final REVISED: June 2014 THIS INSTRUMENT PREPARED BY: _ Name; BARBARA ESPARZA Address: FLORIDA HOME IMPROVEMENT ASSOC. 4070 SW 00 AVE. HOLLYWOOD. FL. 33312 H1,11111UN1111 E'ARYf1NNE NOW3Er C-E:N11110(.r: CLERIC OF CIRCIlI't COURT t. B -.; - l 1.fir.1 iI r:, e.y 1 CLERIC'S ,?ti1FIl1845911NOTICE'. OF COMMENCEMENT RECORDED U8./04/21_i15 u9,41: i r E; RECORDING FEES s1.Cl.00 State of Florida RECORDED BY idevo*f•e' County of Seminole Permit Number: Parcel 10 Number: 22-19-30-502-0000-1'490 The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) 120 WILLOWBAY RIDGE ST. SANFORD. FL 32771 LOT 149 PRESERVE AT LAKE MONROE PB 62 PGS 12 -15 GENERAL DESCRIPTION OF IMPROVEMENT: WINDOWS OWNER INFORMATION: Name: DIANA KEVIN Address: 120 WILLOWBAY RIDGE ST. SANFORD, FL 32771 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name:. FLORIDA HOME IMPROVEMENT ASSOC. Address: 4070 SW 30 AVE. 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 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates Of To receive a copy of the L(enofs Notice as Provided In Section 713.13(•Ixb), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO QWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penaltleS of perjury,) declare that 1 have read the foregoing and that the facts stated in it are true to the b edge and belief. Jt ry 3-AC-A N Owner's Signature Owners Printed Name Florida Statute 713.13(1 Xg): ° The owner must sign the notice o1 eomntmcernwA and no one else may be permitted to sign in his or her stead.' State of County ofr \1 1 The foregoing Instrument was acknowledged before me this , day of J ` by 1 t1Who is personally known to meR— i OR who has pros AUG 0 4 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: LUIS COLLAZO 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: 120 WILLOWBAY RIDGE ST. SANFORD, FL 32771 sheet Address) Expiration Date for This Limited Power of Attorney: License Holder Name: WAYNE T. BURNETT STATE OF FLORIDA, COUNTY OF The foregoing instrument was acknowledged before me this day of J , 200 , by RNETT *W0 is personally own to me or who has produced identification and who did (did not) tak pg th. Notary Seal) Rev. 08.12) is I Print or type name otary Public - State of k-L— Commission No. 2 L My Commission Expires- Florida Horne tmprovementAssoclatss Lkansa xo. CGC0altipal0a44a1a 4070 5W 30`m Ave., Hollyiaood, FL 33312 Job# oZjli 9 Z Address isso;tltltii itr ' Replacement VY)ndoiiys Coittrad Orlando: 407.472-Mi Jacksawilfe Tel! 904.701a14iS Braward Tsi: 054-792.441 S MiAMI Dods Tsk 905546.440 Fax:954-792.2170 Web: FHAPRODUM.COU Emtdt INFO®FHAPAODt)GTS.COM Home Phone -&/ 46Z 117V guts- Phone' J; e,& .o/. J( Y State Zip This Contract )smade andenteredinto this dayof - M l+yandbetweenFioNdaHcm 4mprovementAssodate,brc, a Fonda corporation ('Cvntraaoe or -FHA'j, MW owoeris) named above of the residence located at the address listed stave (`owner'). The Work. Contractor agrees to perform the work described below 11 Remove aidstln6 urdb to be replaced. (NOTE: Removed items are likely to be damaged.) 13inea cm we Wavied scan the kwkkL 2) Prepare opeairw as necessary to retch repftementunits. On sldkrg;lazz doors Active and Fl eed P+nNr are WINTURei On Ctiernerrb 3) VANDOWS: _X FHA ewgy Storm Saver_ Shio tftMnA Insulated and duds Fraedr doors de Map d Install Akuninum insulated.kleatfiled Irk" and Lefgsrre. hOR DvAho wKhDoersthemore41Doom.—FHAEnaM Storm Saver„ Aurain mt fnaulatad, ` Akanhean Norp4m laced active deoris Marre0ed My RtpOct. { j Non- fmpaer. ( ) Cabl: Whk._, x T. Wow -- Grey M M Finish: fide Raft tle,ra atal9 l ?iEh2tiamJCL yeo ) " ) Standard__ Ctir Qh4ty airy Qty 41T- Caaiom acnve FA AF RH F- 0 I W Fes, W W f ! utt 1 I W 1 Qv — Glass: f we ( O$ LIE'`('ED 1CJ1pi1 AmczanoqO1.A4! AAA n ! SMrlMHERE-! 1Alarratlty: Maraifa tuner'sWarreannty s entuponeornpetitio - 5) WorkxoTtobereplaoed:-_Jtuli/(iYi Lis/r ZflE-) % i jm HCf15 S.a4L. 6) If epplicabtto mn vfns`Ehutter ponek m*or s wiW bam )NmAL HERE4 7) Special i tstructlau: a/ ueanup)oo owns ana provide necessary permit; and insu ranoL - 9) if applicable. in the event that Contractor isunable for wha6w.reamtoobbinWOW Pei .. PrkxtocommencementlofWywork Contrxtor shaH refund arty previous peyexntandthisttwuncdonshafbeautomatickcanceled. xoflrdshwakddwrthsn moral k=W tion tsto be doneles uns noted bekwv) Addltio ai Work: fr 0%xnen- a tt.] wv2 frrv`4 .Att Arli7%Q1/ Allude. All—.. i,_ Scb2du Contra" shall commence thg work % vthkt2?dapaftmwaacuuateftheContract(the"Commencement Date`) and shall endeavor to complete all Work bereunderwoft --'days attertheCommencementDate. Contract PitCe $ The TOTAL PRICE for all Labor and Materials lhx(udingartysppAcabiedlsoount)is oa dux( $ J OoHm le Balance Payable $ TOW ContractPrix $ '7` S_- , .00 Contractor will pmvMe toOwnera FlnaI waiver and Rekase of Lien and Comnetors Final AMda-At to Owner, su bstartnaey simihr m the ie^ included in chanter 713. Florida Statues120o51. arde one ftT$ orN01 Owner erects to op*fwPft" of the dhe esmWe iuntpsrinr 04MUM Ilya Is cirded see f wncfitg ayreemerrt and related doaxnents erotica to tkeOwW, tiRaend , Is bakreebtatnd by Omen a). Doretaf n"henwo q 9tanere omaact finehdkwo mwnsdomnema) In 1110"L You are emiWd toe mprotaecsmract sobs tkaspu sips, "Wikto protectywrfept ddfa. e). The tinandil deeurreenn altaded la tMa borne improvernemcomraet err ewto a ewrepp or mlraarbaaaaeea 14non yaurRoiwq that eoedd beiaadond 0o N Vee do eetsay. as staryottuat stand uea ahierrs ofthe coetroct and fimmdal dommw tsbderayou stet, Wit: Ties corib contains the entire contract of the parties. It may not be t6rved orally but anly by a signed charuge order or otirer written armndmerd. The waiver by any party of a breads of arty provision of this contract stall not operate or he construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seaL as of the day and year first above written. You the Buyer may caned this uataaeWn at any on prior to mldNght on the Oft buslinn day alter the data of Oft ftttfeoom. Sao the attached Mike of car4ellatlon ! burl for an expliiine on of thb dght, Owner. Contractor FHA n - f Tttls) Signature of Owner) 7' Ir— Date Home Owners Assodation Name:3k3itfC% f Ml 14W of tt--t, Plwe# Yp7 333 ";4-7YES ( j NO [ ) Building Name. SCPA Parcel View: 22-19-30-502-0000-1490 http://www.scpafl.org/ParcelDetailInfo.aspx?PID=22193050200001490 Oavld Jo hnson, CFIA Property Record Card PROPERTY Parcel: 22-19-30-502-0000-1490 APPEM5M Owner: DIANA KEVIN D SENWVOXEOOUfM FLORIDA Property Address: 120 WILLOWBAY RIDGE ST SANFORD, FL 32771 Parcel:22-19-30-502-0000-1490 1 Property Address: 120 WILLOWBAY RIDGE ST Owner: DIANA KEVIN D Mailing: 120 WILLOWBAY RIDGE ST SANFORD, FL 32771 Subdivision Name: PRESERVE AT LAKE MONROE Tax District S3-SANFORD-WATERFRONT REDVDST Exemptions: 00-HOMESTEAD (2005) DOR Use Code: 01-SINGLE FAMILY Value Summary 2015 Working VaMres 2014 Certified Values Vakiatbn Method Cost/Market Cost/Market Number of Buidngs 1 1 Depreciated Bldg Value 131,614 97,319 ' Depreciated EXFT Value Land Value (Market) 32,000 30,000 Land VaLie Ag Just/Market Value 163,614 127,319 Porlabiiy Adj Save Our Homes Adj 48,756 13,373 ' Amendment 1 Adj Assessed Value 114,858 113,946 Tax Amount wthout SOH: $1,737.11 2014 Tax Bil Amount $1,470.81 Tax Estimator Save Our Homes Savings: $266.30 Does NOT INCLUDE Non Ad Vabrem Assessments 1 of 2 7/20/2015 2:50 PM RECORD COPY FHA - DIAGRAM SHEET- F>tprida MOm®-i mda Ovmrff®rat MEASUREDATE Assooiato 7/24/2015 CUSTOMER NAME I LEAD NUMBER TYPE OF PROPERTY FLOOR No Roos Heleht MEosuRI: TFru Ulena I Zt$tt$Zt$ 1 5ingie Famgy 1 1 1 12' 1 Dan Franklin 1 1 1 1 I I 1 I 1 1 I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I 1 1 1 1 1 1 1 1 REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SketchbpApea5keich SH 351/2 x 61 So) FL4091.1 le I SAN FORD BUILDING DIVISION A PERMI ISSUED SHALL BE CONSTRUED TO BE A SH LICENSE 10 PROCEED WITH THE WORK AND NOT AS 351/2 x 61 AUTHOF ITY TO VIOLATE, CANCEL, ALTER OR SET OF THE TECHNICAL50) FL4o91.1 ASIDE AN CODES, NC OF THE PROVISIONS R SHALL ISSUANCE OF A PERMIT PREVENT THE E JILDING OFFICIAL FROM THEREAFTERK, REQUIRII IG A CORRECTION OF ERRORS IN PLANS, CONST IUCTION OR VIOLATIONS OF THIS CODE 1 SH 351/2 x 61 50) FL4091.1 2 Z % SH 351/2 x 61 SO) FL4091.1 MULLION 1 x 3 NOA# FL9520.1 (+/-80) SH 351/2 x 61 So)) FL4091.1 SANFORD 15-2496 A Florida Building Code Online Pagel of 3 dg c"-r&. 1249= d SM hb ne I W9 3n ! user RegWMtlen* it "Topics T Bus nee,,, product ApprovalNessinal MR: Public User Regulation r rr raa r Submit surcharge I state a Facta ; I Pubihatlotu I FaC stay I BUS Sta hap I urd<a I sG:reh Product Aoorml Menu > Pmduct or Anolleatlon Search >Aoolkatlon List> Applira len Dowl FL FL4091-117 Application Type Revision Code Version 2014 Application Status Approved Comments Archived p Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekossocws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory 5ingle Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE EZ Validation Checklist - Hardcopy Received IYICIrk7 ltic Z 3T F1 - r M. t a . . Standard AAMA/W DMA/CSA/101/I.S.2/A440-05 AAMA/WDMA/CSA(101/I.S.2/A440-08 ASTM E1300-D4 PA TAS 202 Year 2005 2008 2004 1994 h4://www.floridabuilding.orglprlpr_app dtl.aspx`lparam---vGEVXQwtDquz931%2b4g5fa... 6/24/2015 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/09/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06122/2015 Surr sry of Products FL # Model, Number or Name Description 4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung LImi s of Use Installation Instructions Approved for use In HVHZ: No FL4091 R7 II CWS-154E ( H-8100. NI).DdF Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: SH-8100, Max: size 53.125" x 76. Glass complies FL4091 117 AE EvalRe CWS-154E I'SH-8100, NI).odf with ASTM E130G-04. Created by Independent Third Party: Yes 4091.2 SH-8100 SH- 8100 Vinyl Single Hung, Non -Impact. Limits of Use Installation Instructions Approved for use in HVHZ.- Yes EL4091 R7 11 CWS-485B (SH-81(10 S x71 NI) odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other: SH-8100 Vinyl Single Hung, OX, Max. size 52' x FL4091 R7 AE EvalReo CWS-485B (SH-8100. 52x7l. 71', see Installation dwgs. for DP. Glass complies with ASTM NIl.udf E2300-04. FL4091 R7 AE Ouanex (Mikron) NOA 12-1017 02 odf Created by Independent Third Party: Yes 4091.3 SH-8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non - Impact. Limits of Use Installation Instructions Approved for use In HVHZs No FL4091 R7 IT CWS-4428 (SH-8100. 74x63. ContHdSl Approved for use outside HVHZ: Yes NI)ndf Impact Resistant No Verified By: Lucas A. Turner 58201 Design Pressure: N/A Created by Independent Third Party: Yes Other: SH-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 Evaluation Reports 3/4", DP +67.5/- 70 psf. Glass complies with ASTM E1300- FL4091 R7 AE EvalReo CWS-442B (SH-8100 74x63 04. ContHdSl, NI).odf Created by Independent Third Party: Yes 4091.4 SH-B100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact. Limits of Use Installation Instructions Approved for use In HVHZ: No FL4091 R7 II_CWS_-492B (SH-8100. 74x72_ . ContHdSl. Approved for use outside HVHZ: Yes ND, Impact Resistant: No Verified By: Lucas A. Turner 58201 Design Pressure: N/A Created by Independent Third Party: Yes Other: SH-8100 Cont. Hd. & Sill, Max. size 74 1/8' x 721, Evaluation Reports see chart on Installation dwgs. for DP. Glass complies with FL4091 R7 AE EvalRen CWS-492B (51-1-B100 74x72 ASTM E130G-04. ContHdSI. NI). odF Created by Independent Third Party: Yes 4091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/ HD Meet. Rall Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R7 II CWS-293C (SH-8100 52x96 NI) odf Approved for use outside HVHZ: Yes Verlfled By: Lucas A. Turner 58201 impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: SH-8100, Max. size 52" x 96', Oriel. Glass complies FL4091 R7 AE EvalReo CWS-293C (SH-8100 52x96 with ASTM E1300-04. NI). Ddf Created by Independent Third Party: Yes N. t http://Www.floridabuilding. orglpr/pr app_4tl.aspx?param---vGEVXQwtDquz931%2b4g5fa... 6/24/2015 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 154E April 3, 2015 Product Description: Series 8100 PVC Single Hung Window, Non Impact, 53 1/8" x 76" unit size, 54 3/8" x 77 1/4" flange size Manufacturer: Custom Window Systems, Inc. 1900 SW 44a' 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 5t' Edition (2014) 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-154E, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3809-1 and -IA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAAIA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-154E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-154E. Limitations of Use: This product: May be used in the configurations and sizes and with daylight openings as indicated in CWS-154E Achieves design pressures as indicated in comparative analysis table in CWS-154E Is non -impact and requires the use of shutters in windborne debris regions May not be used in the High Velocity Hurricane Zone Requires glass as shown in CWS-154E Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-154E 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. . tillliuiir0l, No 58201 • t s 7 r 8TATF_ OF 4/3/2015 R I Lucas A. Turner, P.E. taC7 iDNA t FL PE #58201 Lucas A. Turner, P.E. 2015- 04-03 10: 00-04:00 MAX. OFLAANGE SINGLE HUNG - NON -IMPACT SHOWN w/DIFFERENT OPTIONS) 54 3!B MAX OVERALL RANGE WIDTH 54 RALL " MAX 6311W FLANGE WIDTH MAX. UNIT WIDTH 4ASSGLASS DLODLO A p4z IO GLASS MAX OVERALLDLO FLANGE OBBHEIGHT 881/4' S MAX 6 LINK 16 303XI6GLASSIHE XTTAInDloSMAXASHA 18' 46 6/18' 48 GLASS DLO EQUAL SPLIT 5 HI SASH ORIEL 54 318' 2MAX OVERALL0WIDTH 531/8 MAX UNITWIDTH 83 S/18' MAX OVERALL OFLANGE HEIGHT 621116' MAX UNIT T— I2M n X GLASS DLO 60/40 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES 8 ELEVATIONS ....1 DP CHARTS 8 GLAZING DETAIL.-._.2 SECTION VIEWS 8 ALT. FRAME. „..... 3 EXTRUSIONS 8 B.O.M......................._4 ANCHOR SCHEDULE 6 NOTES _.......5 INSTALLATION DETAILS .......... „......... 8 GENERAL NOTES- 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATKWS:'01r. 4. DESIGN PRESSURE RATING (SEE SHEET 2): NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E-13OD-M POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-130D-04. S. ANCHORAGE: THE 33 V3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS RECUWCzD IN WINO BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FD(EO MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, O - FIXED SASH 10. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TOALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT .1IT x 2-1 /2' LOCATED 4' FROM BOTH ENDS. LucasTurner 2015-04-03 09:55-04:00 C QUAL 5 HI OR E 53-1/8" x 76" x 68-1/4" DESIGN PRESSURE RATING IMPACT RATING SEE COMPARATIVE ANALYSIS CHARTSHEET 2 NONE NONE 60/ 40 ORIEL 53-1/8" x 62-1/16" NONE WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG NON - IMPACT No 58201 STATE OF X 41= 015 LUCAS A. TURNER, P.E. FL PE $ 58201 1239 JABARA AVE. NORTH PORT, FL34288 PH. 941-3Ml574 GENERAL NOTES AND ELEVATIONS tAWN BY: BAT 04/29/08 V13r. „ CWS- 154 E SHEET 1 W33 1 OF 6 Design Pressures (PS with Glass Types A, B, C, or D Unit Sash UnItWldths In. Heights(In.) Heights(in.) 23 1/2 27 1/2 29 1/2 31 2 35 1/2 39 2 4 35 1/2 17 +50/-75 +50 -75 +50/-75 +50/-75 +50 -75 +50/-75 +! 39 1/2 19 +50/-75 +50 -75 +50/-75 1 + 50/-75 +50/-75 +50/-75 +! 41 1/2 20 +50/-75 +50/-75 +50/-75 +50/-75 +50 -75 +50/-75 +! 43 2 21 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 -+50/-75 +! 47 1/2 23 +50/-75 +50/-75 +50 -75 +50/-75 +50/-75 +50/-75 +! 51 1/2 25 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +! 53 2 26 +50/-75 +50/-75 +50/-75 +50 -75 +50/-75 +50/-75 +! 55 1/2 27 +50/-75 +50/-75 +50/-75 +50/-75 +50 -75 +50/-75 +! 59 1/2 29 +50/-75 +50/-75 +SD/-75 +50/-75 +50/-75 +50 -75 + 63 2/2 31 +50/-75 +50 -72.9 +50/-72 +50 -71.6 +Sp -7L6 +50/-7L6 +5 65 2 32 +50 -73.2 +50/-69.1 +50 -68 +50 -67.4 +50/-67.3 +50 -67.3 +5 67 112 33 +501-69.8 +50/-65.6 +50 -64.4 +50/-63.7 +50 -63.4 +50/-63.4 +5 71 1/2 35 +50/ -64 +50 -59.7 +50/ -583 +50 -57.3 +50/ -56.5 +50 -56.5 +5 74 4 36 5/8 +50/-59.9 +50/-556 +50/-54.1 +50/-53 +50/-SLB +50 .51.7 -IS 76 1 37 1/4 4.50 -58.5 +50 -54.1 +50/-52.6 +50/-SLS +50/-50.2 +50/-50 +! 71W OVERALL 71W OVERALL 118' ANNEALED 311E ANNEALED SAY AIR SPACE 10 AIRSPACE 11B' ANNEALED 311E ANNEALED -. Qi SIKAFLEX 552 OR SW(AFLEX 662 OR PURFECT GLAZE "W PURFECT GLAZE'H° 1/2- GLASS BITE rl 11 fib' GLASS BITE TYPE A NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE GLASS TYPE B 2 43 1/2 47 1/2 51 2 53 118 75 50 -75 50/-75 50/-75 50/-75 75 50/-75 W/-75 50/-75 50 -75 75 50/-75 50/-75 50/-75 50/-73.1 75 50/-75 50/-75 50 -73.4 50/-70.6 75 50/-75 50/-75 50/-68.9 50 -66.2 75 50/-75 50/-72.7 50 -65.2 501-62.6 75 50/-75 50 -71 50/-63.6 50 -61 75 50/-75 50/-69.5 50/-611 50 -59.5 75 50/-75 50/-66.8 50 -59.5 50/-57 7L6 50 -7L6 50 -64.6 50/-57.3 50 -54.8 67.3 50/-67.3 50 -63.6 50 --%4 50 -53.9 63.4 50 -63.4 50 -62.7 1-55.5 50/-53 56.5 5O/-56.5 50/-56.5 50 -53.9 50/-51.5 5L7 50/-5L7 50 -51.7 SD/-5L7 50 50 / -50 SD / -50 50 /-50 TYPE 71W OVERALL 1/8- TEMPERED INE AIR SPACE 1/3' TELIPERED SU FFEar 6 OR"W 112' GLASS BITE GLASS TYPE D 78' OVERALL UtE TEMPERED 11r AIRSPACE V16' TEMPERED SIKAFLEX 562 OR PURFECT GLAZE'li' 1/2' GLASS BITE 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG NON -IMPACT w e p N ¢ N LL W f5a W o n. a a 5@ o W O V m Q Q Ool, ::DmwutN, LL Ay.. 6F N S tyG,'P,n• s r No 5=1 3 p p; STATE OF NAll zz 41&2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE, NORTH PORT, FL34288 PH. 941-380-1574 COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAWN Br. DATE: RAT 04/29/08 Uwe V. - CWS-154 E 1:1 SHEET 20F6 Florida Building Code Online Pagel of 2 II Florida DepdrtinerA4 MS Home I Log M ' um aogistratlon J Hot Topics j Busines ? , T. Product ApprovalProfessionalrUSEW. Public user Regulation W 1 subrnitSurwrge i StW &Pact Pub[=Wc I FarW-A I 'MMSMjj. p I Lima+ 11"Ith 6 product Aoorovel Menu > Annlleation Let > Application Detaii FL # L9520-RS Application Type Revision Code Version 2014 Application Status pproved Comments Archived Product Manufacturer Custom Window Systems inc. Address/Phone/Small 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer IZ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Keystone Certifications, Inc. 04/10/2016 Steven M. Urlch, PE R Validation Checklist - Hardcopy Received Standard AAMA 450-06 ASTM E1886-05 ASTM E1996-09 PA TAS 201/202/203 I= 2006 2005 2009 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZ... 6/25/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Summary of Products pL # Model, Number or Name Description 9520. 1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. ( IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL9520 R5 II CWS-836A (3 in Mull. IMP).Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R5 AE EvalRep CWS-836A (3 In Mull. IMP).odf Created by Independent Third Party: Yes andEvaluationReportforcompletelistofLimitationsandConditions of Use. 952D. 2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. ( IMPACT) Limits of Use Installation Instructions Approved for usa In HVHZ: Yes FL9520 R5 II S783 A (4 In Mull. IMP).Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R5 AE EvalRen CWS-837A (4 in Mull. IMP).odf Created by Independent Third Party: Yes andEvaluationReportforcompletelistofLimitationsandConditions of Use. 9520. 3 5 1/2' Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use installation Instructions Approved for use in HVHZ: Yes FL9520 R5 II CWS-838A (5.5 in Mull. IMP).Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure= N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R5 AE EvalReD CWS-838A (5.5 in Mull. IMP).Ddf Created by Independent Third Party: Yes andEvaluationReportforcompletelistofLimitationsandConditions of Use, reds ' 1 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850;487-1824 The State of Florida Is an AA/EEO employer. Convnaht 2007-2013 State of Florida.:_ Privacy Statement :: Accesslbflftv Stabarne :: Refund Staternent under Florida law, small addresses are public records. Ir you do not want youre-rnall address released In response to a pudic-ramrds request, do not send electronic mall to this entity. instead, contact the office by phone or by traditional mall. If you have am questions, please contact 850.487.I395. *Pursuant to Section 433.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an email address If they have one. The emais prwlded may be used for official communication with the licensee. However small addresses are Pubic retort[. If you do not wish to supply a personal address, please provide the Department with an emall address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click hull, Product Approval Accepts: ER A` turltV%11 SL1v% NOM http:// www.floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgvIHvmuJRWcZ... 6/25/2015 URNER ENGINEERING & CONSULTING, INC. Product Description: PVC 3" Mullion H-1758 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. 429779 Evaluation Report 836A April 27, 2015 Manufacturer: Custom Wmdow Systems, Inc. 1900 SW 440' 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 P Edition (2014) 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-836A, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3833-1, -1A, -2, -2A, -3, and -3A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a, Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E 1996-04/06/09, and AAMA 450-06 4) Supplemental Calcs. to support CWS-836A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-836A. Limitations of Use: This product: May be used up to the sizes and design pressures as shown in CWS-836A, using clips as shown in CWS-836A Is Large Missile Impact Resistant and does not require the use of shutters May be used in the High Velocity Hurricane Zone May only be used with Custom Window System, Inc. windows, please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. Requires 6063-T6 aluminum mullion and clip extrusions. 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. 4if91[11/q y No 58201 z * 4/27/2015 STATE OF Lucas A. Turner, P.E. FL PE #58201 10NA ' ' . Lucas A. Turner 2015-04-27 21:00-04:00 r73y1 i11IS E tVA\ L-1! ANCHOR EXAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS-...-..._...1 DP CHARTS ._.......................................... 2-3 BOM & EXTRUSIONS .......... ..................... A EXTRUSIONS .................................................5 SECTION VIEWS .............. _............ _........... 6-7 CONFIGURATIONS & ANCHOR NOTES RJSTALLATION DETAILS.._......................9-10 PVC CUP GENERAL NOTES; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH yyryNppryy THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 SW 44TH AVE. 19W S44THFLORIDA E. D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. ALA. 34474 W Cc 2. CONFIGURATIONS (SEE SHEETS 2.3): VERTICAL OR HORIZONTAL 3. SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 3" PVC REFER TO SHEETS 2-3) MULL BAR 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE IMPACTDESIGNOFTHISPRODUCT. SEE SHEETS 9.10 FOR ANCHOR DETAILS. W RJDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. H a5. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REOUIRED. 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. Y 7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL B. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS c DRAW RIG. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR I I I I Isi EXTRUDED ALUMINUM. G 10. VERTICAL MILLED UNITS MAY BE MUTED INDEFINITELY AS LONG AS THE SINGLE LIMIT WIDTH AND HGIGHTARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HEREIN 11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. Sv; No 5=1 Lucas A. Tumor 2015-04-27 21:00-04:00 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 x X SHEEP : GENERAL NOTES AND ELEVATIONS UMRW6-9i- DATE: P ADE 09/27/12 ER71CALMULLIONFOR GVVS-838 A FOR SECTION VIEWS ONLY Scue SHEET 125 1 OF 10