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Home My WebLink About316 Fairfield Dr - BR17-002697 - DOORSEP - 7 ^ k. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / / C (,,:, ! 'J Documented Construction Value: $ 3,782 Job Address: 316 FAIRFIELD DR SANFORD, FL 32771 Historic District: Yes No Sf Parcel ID: 32-19-31-516 0000-0890 Residential 9 Commercial Type of Work: New Addition Alteration Repair g Demo Change of Use Move Description of Work: REPLACE 1 DOOR IMPACT. SIZE FOR SIZE. Plan Review Contact Person: LINA Title: PERMIT MANAGER Phone: 954-7924415x243 Fax: 407-4728380 Email: permits@fhaproducts.com Property Owner Information Name PENNY VALERIA M Phone: *(D--) •JZI • Street: 316 FAIRFIELD DR Resident of property? : OWNER City, State Zip: SANFORD, FL 32771 Contractor Information Name FLORIDA HOME -IMPROVEMENT ASSOC. Phone: 954-7924415 Street: 3o44 SW 42 ST Fax: 407-4728380 City, State Zip: HOLLYWOOD, FL. 33312 State License No.: CGC061890 Architect/Engineer Information Name: N/A Phone: N/A Street: N/A Fax: N/A City, St, Zip: N/A E-mail: N/A Bonding Company: N/A Mortgage Lender: N/A Address: 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. 1 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application i, 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 ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner of the property ofthe 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 ofthe job at the time of submittal. The actual construction value will be figured based on the curren ICC Valuation Table in eifiect at the time the permit is issued, in accordance with Iocal 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 vain be done in compliance with all applicable laws regulating construction and zoning. 1/4& (-0,313 11 -7 h5(' cA I Sigtnatu of(hmer/Ag a Si q _ ,ye_ nt j to I Q if1 rn A 1 K t c_ P n_ o D l I,1) tAtJQ' Prin70/ 4r,/ is Name 0s Signature oTN-06q--StAr of Florida G neeSQ Q\a° Si ofN-State of Florida O P10 MPRZ NEea F\o5Sa OP O- Q°b c • OG`243,2p20 Nowt`! ss ot` \yes pet%Z atY pss° tt o My 0°mmo pNaUo°a N Owner/Agent is Pers ,,I 11,. to Me or Contractor/Agent is ':;a awn to Me or Produced ID Type Produced ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[:] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: CONEWENTS: of Heads UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: _ FIRE: BUILDING: %- `i • ( -t 7 Revised: June 30, 2015 Permit Application 8/28/2017 SCPA Parcel View: 32-19-31-516-0000-0890 Property Record Card Parcel: 32-19-31-516-0000-0890 Owner: PENNY VALERIA M r{owa Property Address: 316 FAIRFIELD DR SANFORD, FL 32771 Parcel Information Parcel 32-19-31-516-0000-0890 Owner PENNY VALERIA M Property Address 316 FAIRFIELD DR SANFORD, FL 32771 Mailing 316 FAIRFIELD DR SANFORD, FL 32771- Subdivision Name CELERY LAKES PHASE 2 Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2012) Legal Description LOT 89 CELERY LAKES PHASE 2 PB 65 PGS 29 & 30 Taxes Value Summary 2017 Working Values 2016 Certified Values Valuation Method Cost/Market CosttMarket Number of Buildings 1 1 Depreciated Bldg Value 133,622 116,076 Depreciated EXFT Value 350 363 Land Value (Market) 32,500 23,100 Land Value Ag Just/Market Value *' 166,472 139,539 Portability Adj Save Our Homes Adj 65,292 40,440 Amendment 1 Adj P&G Adj 0 0 Assessed Value 101,180 99,099 Tax Amount without SOH: $1,983.00 2016 Tax Bill Amount $1,173.00 Tax Estimator Save Our Homes Savings: $810.00 TRIM Notice Helo Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 101,180 50,000 51,180 Schools 101,180 25,000 76,180 City Sanford 101,180 101,180 50,000 51,180 SJWM(Saint Johns Water Management) 50,000 51,180 County Bonds 101,180 50,000 1 $51,180 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 12/1/2010 07529 1076 99,900 No Improved CERTIFICATE OF TITLE 11/1/2010 07472. 0432 100 No Improved SPECIAL WARRANTY DEED 5/1/2005 05732 0132 164,400 Yes Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT I 1 I $32,500.00 I $32,500 Building Information - ---- - --- - -- - -----------------------) Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective 1 I SINGLE 1 2005 J 9' 21 2_5 I 1,1201 2,680 I 2,215 I CB/STUCCO I $133,622 I $139,918 http://parceidetail.scpafl.org/ParcelDetailInfo.aspx?PID=32193151600000890 1/2 k. Flodde Home ftttprnvemerd Associates License No. CG;C 061890 10844818 5425 552h Commerce Park Wvd, Team , Fi. 3'3010 Tampa Office: 81S-€af4-217 Imo: 873-M- 'uU taxrr:S.e_. Add,,ress s r Replacement Windows Contract city State Orlando., 407-472-8381 x954-792-4415 Miami r. Tel. 305-545-44S9 Fax. 964-792-2170 osO.. M This Contract is made and entered intothis Af day of wP by and between Florida k%mjetas, In a Florida corporation #OContratatcsr" or IWA ), and s caner js) named above ofthe residence 10Cated at the address listed above J t wner"y. Tta—W-0r , Contractor agrees to Perform the work described below: i} Remove existing units to be rgAaced. 5: Removed items are Ilkeiyto be damaged.) i Directions are wiawd ftm 2) Prepare openings as nemsseryto receive repiztesment unim on atoms doona arai FbIedIPanelsewefir$ ssa oft . 3) : _ v }t Energ= aZ ara ; r r" iniorls n inyl Insulated and tq.We French doors the hlnZo is Ider& tail Hinge and tit e. 1ns31Aluminumirzautat, __ Aluminum Nan-lnsttioted oo*m the mom 4) ors:, PHA EneW strum Samr - ,_ Atumsnurn InSuiated, ,,, Aftmi can kon4sisulated ac I" door Is ed IMPOct ( j too d' r t } ir,- -wh e: Tan: rey: t UI gar Yes( No t i a Sttandard City — ACM ACM R ACM FA F L Rai 5) Work NOTto be N 6; if applicable, ren in shuttarpanels, and/or ._.__._..security bars, 7) Special Instructions; 8) Cleanup job debris and provide necessary permits and insurance. 9) if applicable, In the eventthat Contractpr st unab4a fbr whatever reason to obtain proper permits prig to commen meat of any workCOOUB=rShall refund any previous payment and this transaction shall be automatically cancelled„ 14c finish % vork oth rthan normal Instal€atlon is to be done unless nod bed.) Additional Work: khg tr e: Contractor cornmense the work Within &days after execution of the Contract ?the "Co mmencernent Date1 and shall endeavor to complete all Work hereunder within In daysafter the commencement Hate. Contract prisms $. The TOTAL PRICE for ,all L=%sr and materials (including ar'sy applicablediscount) as .._ _ Sales wra payment t C d appik able) Balance Payabli _ Total fionvact Price Contractor it provide to Gwraer a Final Waiver and Release of Liee as ratraMes Final Affidavit to Owner, sat..tantially, slrrazfar t "thee forms Includod In €: lssoter 711 Florida Statues 120051_ circle one NO firmer --sects to u,Ply f - trtancamtffhe rrss ve-sratlw lump strait amat mt. ifyes is arcled, sec firion-anq agreement and related docisments fiances to the ownar, if fin , ria b beltis obtatsad by Owner a). 00 not sign "home Improvement torarm tisvoludbig finenzirts ts) to to em. youare c n%lilodto a copy of tlae sasha. sign. KMttt6protan yawlegal rwits. c), Thefiramdal ol*cumants omujxd Sn this hornetaps sit ar tr i sr€ay a martgoprite a mess on V*urproPWtjfttMt=uId be toraclosed on )t yew tin not tsay. Basuto you srsscias& all prW-ftlons efialso you s)rm, ti THIS INSTRUMENT PREPARED BY: Name: BARBARA ESPARZA Address: FLORIDA HOME IMPROVEMENT ASSOC, 8034 SUNPORT DR. *4Q1- ORLANIQQ. FL. 328 1 j, State of Florida County of Seminole Permit Number: GRANT NALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8986 Ps 1299 (1Pss) CLERK'S 2017091577 RECORDED Ii9/li7/2017 12 * 47 "52 PM REC:O'k".0ING FEES $10.00 RECORDED BY hdevore Parcel ID Number. 32-19-31-516-0000-0890 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) LOT 89 CELERY LAKES PHASE 2 PB 65 PGS 29 & 30 316_FAIRFIELD DR SANFORD, FL 32771 GENERAL DESCRIPTION OF IMPROVEMENT: DOOR OWNER INFORMATION: Name.- PENNY VALERIA M Address: 316 FAIRFIELD DR SANFORD, FL 32771 Fee Simple Title Holder (if other than owner) Name: Na AririrPcc- 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 713.13(1)(b), Florida Statutes. Name: n/a Address: nfa In addition to himself, Owner Designates n1a of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 yearfrom date of recording unless a different date Is specified) WARNING TO OtMVER.• 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 penalties of poijury, I declare that I have read the foregoing and that the facts stated In it are true to.e ledge and belief. vcrsmy r.t u14L rZ1A 'T Ntj`( O#ws Stpnsture Owners Printed Name Starifle 713.1 xa):' The 4 slWt tiro notice of corrvr micament and no one elm maybe pem>bted to sign In his or her stead' frit0 ii rf sG State of County of The foregoing tinstrument was acknowledged before me this day of IJ 20 v 1 Gti`-'W ct rp' a b 9 ` i' . Who is yypersonail known to me Name of person maldn4 statement OR who has produced Idp type ofidend p doted: Ov . CPyDVp bx..\0 . S G 024352p20 Pus N°lacy \sS o° leap ssS c C: 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): The specific permit and application for work located at: 316 FAIRFIELD DR SANFORD, FL 32771 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: WAYNE T. BURNETT State License Number: Signature of License H STATE OF FLORIDA" COUNTY OF' iQV" l " The foregoing instrument was acknowledged before me this 200 0 , by WAYNE T. BURNETT to me or who has produced identification and who did (did not) take anoath. Notary Seal) gona Rev.08.12) ature type name 1 day of who is) %reonallyknown as o\° otary Public - State of Commission No. C-)(--] Q_L1jp S My Commission Expires: o Permit # RECORD COPY" City o Sanford Building and Fire Prevention gRrn7 Project Location Address 316 FAIRFIELD DR, ification Form FORD, 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 CWS 8900 FL11103.1 Sectional Roll U Automatic Other 2. Windows Single Hun PLANS EXAMINER Horizontal Slider I Casement UAIE Double Hun Fixed Awning AN ORD BUILDING DIVISION Pass Through A PERMIT SSUED SHALL BE CONSTRUED TO BE A Projected LICENSE PR GEED WITH THE WORK AND NOT AS Mullions ASIDE ANY DF THE PROVISIONS OF THE TECHNICAL Wind BreakerCOUES, Dual Action REQUIRING A CORRECTION OF ERRORS IN PLANS, Other eetisTRee:Fieti eR VIOLATIONS OF THIS CODE June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # 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 Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing 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 Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up 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 Signatur( Applicant's Name WAYNE T. BURNETT Please Print) June 2014 7DIAGRAM SHEETA. 3<V, ate_' Fans SGD 71 x 79 3/4 60) FU1103.1 Florida Building Code Online Page 1 of 2 Comments Archived 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 ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352)368-6922 Ext291 ekoss@cws.cc Quality Assurance Representative ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 jiathrop@cws,cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or 'is Licensed Florida Professional Engineer Lei 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 16 Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440-05 ASTM E1300-04 ASTM E1886-02 ASTM E1996-02 TAS 201/202/203 Year 2005 2004 2002 2002 1994 http://www.floridabuilding.org/pr/pi _app_dtl.aspx?param=wGEVXQwtDgttaGslp3G-vutO... 6/24/2015 Florida Building Code Online Page 2 of 2 A Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products I — n111I()3, Model, Number or Name Description SGD-8900 PVC Sliding Glass Door. SGD-6900 PVC Sliding Glass Door, Limits of Use Installation Instructions Approved for use in HVHZ. Yes FL11103 R2 II -WS-298U (SGD-8900. IMPI.Ddf Verified By: Lucas A. Turner 50201ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. +60/-60 Evaluation Reports Other: Large Missile, DP = +1- 60 psf, Max. panel size 4' x ELI1103 R2 AE DuPont aQP NQA 11-0624 02 Ddf 8'. Config. include OXXO, OXO, OX, XO. Glass complies to FLI1103 R2 AE Eval e CWS-2986 SGD-8900 IMP t L11].Q3 R2 AEtranex {Mlkron)tOA 12-1017 02.DdfiASTME1300-04, Created by Independent Third Party: Yes sack Next SIISa+S=1AtSh_ip n The State of Florida L5 an AAjEED employer. Canvrioht 2QQ7-2,13 State of Florkla, :: P_riydry tata n :; psY*;ysibt9lty StatrtmPnt :: RSAiBIri! Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request do not send eisefinnic mad to this amity. Instead, contact the office W phone or by traditional mail. Ityou havo any questions, please contact 850.487.1395. 'Pursuant to Sedan 455.275(t), Florida Statutes, effartive October 1, 2012, licensem licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Fsod,K1A gpmval http://www.floridabi ilding.orgilpr/pr_app_dtl.aspx?param=wGF.,VXQwtDgttaGslp3GvutO... 6/24/2015 TURNERENGINEERING CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation. Report 298B April 18, 2015 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44" Ave, Ocala, FT., 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 51h Edition (2014) Florida Building Code including the High Velocity Hurricane 'Lone. The product testing standards performed are outlined below. Tcchnical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-298B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3506-1 and -IA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/l.5.2/A440-2005, and ASTM E 1886/1996 2002 4) Supplemental Calcs. to support CWS-298B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-29813. Limitations of Use: This product: May be used in up to 48 7/8" x 93 1/2" panel sizes (96" max. door height), with glass types and max. glass daylight sizes as shown in CWS-298B Achieves design pressures of +/-60 psf Is Large Missile Impact Resistant and does not require the use of shutters May be used in the High. Velocity Hurricane Zone m Requires Dupont SentryGlas (SGP) Interlayer per Miami -Dade NOA # 11-0624.02' o Requires Quanex (Mikron) white rigid PVC extrusions per NOA #12-1017.02t t 1 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements ofthe 5 h Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom. Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. t 11SIaGc q,,#, e V/ 0`O gy r¢ gl r' 1 4p t y$ Ilk I 4/18/2015 V cr Lucas A. Turner, P.E. gip` sTA!a FL PE #58201 z 4011411011 Lucas A. Turner 2015-04-20 12:28-04: 00 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ................. I SECTION VIEWS OXXIO & GLAZING DETAIL-2 SECTION VIEWS OXO & XO .. . .... . ...... . .... . .. 2 EXTRUSIONS& . . . ........... ...... A ANCHOR SCHEDULE & NOTES......„.. ............... INSTALLATION DETAILS .... . ... . . .................. .. GENERAL NOTES: 1, THE PRODUCT SHOWN HEREIN ISDESIGNED AND MANUFACTUREDTO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1 1400SW441 H AV HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1998 PER THE IFFIC. O(ALA, Ft .)RDA U474www'rwscc 2. GLAZING DETAIL; (SEE SHEET 2) 3. APPROVED CONFIGURATIONS: 'OXXO,', 'OXO", 'XO", "OXI 8m Pvc 4, DESIGN PRESSURES: SUDING GLASS NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR - IMPACTTABLESASTIAE-1 300-04, POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTMI E-1300-04, 6. ANCHORAGE: THE 33 1M% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Od-1.6 WAS USED FOR WOOD ANCHOR t CALCULATIONS. S. PRODUCTS APPROVED FOR IMPACT RESISTANCE, SHUTTERS ARE NOT REQUIRED. 7. ALLFRAMESARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8, SERIES t MODEL DESIGNATION: SGD-8900, 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X--OPERABLE SASH, O-FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 1. EXTERNAL WEEP SLOT =1fd x l' LOCATED 4"FROM BOTH ENDS, ss:ml LuCas A. x t Turner x 2015-04-20 E 1 %-P % STATE Or ,W 12:30-04:00 A, iOrs'A%.%P yy 41'W2015 LUCAS A- PE 0 SMi aq JAPARA AVE, 6 CNFIG. MAX. UNIT SIZE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING xo 96" x 96" 48- 7/8" x 93-1/2" 60 PSF LARGE MISSILE IMPACT OXO 145-13/16" x 96" 60 PSF LARGE MISSILE IMPACT 0XX0 191-1/8" x 96" 1 +/-60 PSF LARGE MISSILE IMPACT PH. 94i-3e0-il,74 NEq+ ALNOTES ESAND Et_ VATONG UA L ALMA o6iol'vmH EET SECTION B-B PAIR OF ANCHORS AT EACH CLIP. SEE SHT S FOR SPACANG SECTION C-C FIXED PANEL ATTACHMENT NOTE INSTALLATION V Il HNO S,LL. RISER ALLOWED ONLY WHERE WATER INFILTgATION RESISTANCE IS _tr"g1,T_ REOUIRED. 1" OVERALL 3116` TEMPERED W AIRSPACE 7113" LAMINATEDGLASS 3115" ANNEALED GLASS 000 SENTRY GLASS IONOPLAS ' INIERLAYER W16" ANNEALWDGLASS PURFECT GLAZE"H" SIKAFLEX 552 IW16' GLASS SITE 1900 SW 441Ii AYE. OCALA, FLORIDA 34474 1NWW.CwS.CC LUCAS A, TURNEN, P.E. FL PE #t 68201 12 i3 JASARA AVE. 1 NORTH PORT, FL 3142881PH.941-280-1574 SECTION VIEWS - OXXO AND GLAZING DETAIL ADE O6/03f08 UwGE: .."_'REV..-.. - 1:1.33 CWS-298 8 SKEET 2.133 1 2 OF S SECTION D•D SECTION E-E WIKUXM SYSTEMS L IWO SW 44TH AVEOCALA, FiORiDA i4474 Www,(,-i°as,c6 2AlmIt v k,; No S22D4 r STATE OF 41312ti1 a LUCAS A. TURNER. P.E. FL PE # 582011 1239 JABARA AVE. NORTH PORT, FL w88 PH. 941.384.1574 SECTION VIEWS - OXO AND XO'Ox NOTES: I ADE 06,113/08 1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. 1 CWS-298 R 1: 2.53 $I ra 22 I PVC ASTRAGAL - 6043 9 Tl Taa-PEL--JLJL ILJLJOt PVC OUTER FRAME - 6042 REINF, - 1993 3 PVC PNL INTERLOCK - 6060 PVC PNL LOCKSTILE - 6059 PVC PNL INTERLOCK - 6033 FRAME CONSTRUCTION k FRAME CORNERS SCREWED TOGETHER 1:10 VENT CONSTRUCTION VENTS FULLY WELDED 1:10 li2--- - NUM, SGD, SILL KEYMARK ALUM 2 lil 61 TRAGAL, §-G—D KEYMARK ALUM NU,'.-. KEYMARK ALUW- BCD MIKRON PVC MIKRON PVC 3MIKRONPVC 11 rLr jl VEY, W—IKRON PVC MIKRON PVC ISTPULG ULTRAFAB ........... KEYMARK ALUM Lou DUSTPLUG ULTRAFAB PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP -4295 FIXED PNL COVER - 1597 REINF. - 1775 HIGHRISE - 1737 BACK FIN ULTRAFAB 2 1 SULLIVAN PVC - r-- 2118 . ...... i C7 T- ROLLER TRACK - 1930Ely- SILL THRESH COVER -1764PVCSCREENADAPTOR - 6045 PVC WELD SUPPORT - 6046 9fl PVC SCREEN CHANNEL - 6044LtI PVC TRACK FILLER - 6040 FIXED PNL SUPPORT - 1722 PVC SCREEN TRACK - 6041 REINF. - 1726 [NOTE: ALL EXTRUSIONS ARE ALUMINUM 6053-76 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD - 6037 WINDOW SYSTEMS & — Zj 1900 SW 44TH AVE OCALA, FLORIDA 3"74 www.cws.oc ml< 41312015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JASARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS I ADE 06/03/08 cws-298 SHEET1"2 4 OF 6I a S' MAX. MP) I I ANCHOR LAYOUT NOTES: 1. INSTALL TWO ANCHORS AT EACH LOCAT'ON, SILL ANCHOR SPACIN I SAME AS HEAD. 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SPIM STACK TO 8E 1/e, USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALLB.F. CONSTRUCTED OF HIGH DENSITYPLASTIC OR BETTER. WOOD SHIMS ARE NOTALLOWED. 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 :BADE OF OR PROTECTED WITH ACORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS ORMATERIALS IN CONTACTWITi-I PRESSURE TREATED WOOD MUST BEPROTECTEDTOPREVENTREACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTAL.L.ATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUMSPECIFIED114TABLE1, SHEET 6, 6, ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WAIL DRESSING OR STUCCO. FOR CONCRETEICMU OPE; aINCS: EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUSSTRATE. INSTALLATIONSTOSOLIDCONCRETEORGROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF I BUCKSBETWEENTHEPRODUCTANDSUBSTRATE, 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2" FOR MASONRY, !'FOR WOOD AND METAL. S. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TOTRANSFER WIND LOADS TO THE STRUCTURE, SUBSTRATES SHAD- MEET THE WN€MUM STRENGTH .REQUIREMENTS AS SHOWN IN TABLE ?, SHEETS. CONCRETE AND MASONRY SUBST"RAIES MAY NOT BE CRACKED, 9. SEALING AND FLASHING STRATEGIES FOR OVERALL. WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA'AAMA 100(FIN WINDOWS), FMAAAAMA 200(FLANGE WINDOWS), FMAYdDMA 250(BOX WINDOWS), FMAIAAMAAWDMA 300(EXTERIOR DOORS). VANDOW Symms a 1000 SW 44TH AVE. CXIALA, FLORIDA 34474 WWYJ.CWS.CC 0ioM*- zszf. 413/2015 LUCASA, TURNER, P.E- ' FL PE A 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380.1574 ANCHOR SCHEDULE NOTES ARE 06/03108 JG iC: 9av' _.. CWS-298 B ALE: SHEET 120 5 CIF 6 TYPICAL. HEAD ANCHORAGE 2 7115' FAIN.. -..............------mot'"— ..... ...._.........-{— MIN, EDGE DIST. 1 SEE TABLE 1 SUBSTRATE BY OTHERS---"aI 1 r// 1 SEEIN, TA BLDFFENISEETABLE1SEETABLE1 PER METER SEALANT— i E....-114•'MAX. SHIMINSTALLER ININSIDE AND OUT INSTALLATION ANCHOR — ..................... INTERIOR SEE TABLE i l.. SEALANT BETWEEN SILL RISER AND FRAME I€Ili 1!!I BYINSTALLER PERIMETER SEALANT BY INSTALLER NSIDE AND OUT .................. DO NOT COVER WEEP HOLES I MIN. EMSEDMEN SEE TABLE t SUBSTRATE BYOTHERS-- SEE TABLE 111 . SEALANT CINDER SCREW I-"-2 7!19 •--.. -................. _„r_.... MIN. EDGE DIST. HEAD BY INSTALLER SEE TABLE 1 A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE I.•.......-1/b"MAX. SHIM INTERIOR — MIN. EMBEDMENT PERIMETER SEALANTSY INS a'ALLER -- INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 B HOR!ZON'fRL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE E DIST. CRETE ( 2A KSI MIN.j 3116' ITW TAPCON HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/18" RW TAPCON t" 3" HOLLOW OR GROUT -FILLEDCMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" 2-1/2' 2XMIN. SOUTHERN PINE (G=0,55) 3116" ITW TAPCON 1-313" 1" 2X MIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-3/6" 1' 16 GAUGE (0.05T) MIN, STEEL STUD 33 KSI YIELD MIN) 10- 16 HITI KWtK-FLEXOR IPW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.06T 7118" 1/ 8" ALUM. (6063-75 MIN.) OR 1/ 8" STEEL (33 KSI MIN.) 910 GRADE 5 SELF -TAPPING 1 DRILLING SCREW FULL THREAD THRU 0,125" 7/16' FIXED PANEL CLIP ANCHORS INTO: CONCRETE ( 2.0 KSI MIN.) OR HOLLOW OR GROUT -FILLEDCMU 117 POF MIN.) 3116" ITW TAPCON 1" 3" FIXED PANEL CLIP ANCHORS INTO: CONCRETE ( 2.85 KSI MIN.) OR HOLLOW OR GROUT -FILLED CMU ASTM C"90j 3116" ELCO ULTRACON 27/ t61 MEN. MIN. EDGE DIST. SEE TABLE i INSTALLATION ANCHOR SEE TABLE 1 TWO ANCHORS PER FIXED CLIP THROUGH PRE - DRILLED HOLES IA' MAX, SHIM FIXED PANEL MIN. EMBEDMENT SEE TABLE i f. FIXED PANEL i Z.......I I EDGE DEBT, SEE TABLE 1 I.......... 17 7r1#' FIX CLIPANCHORS P CLIPANCHORSMUST ' BE LOCATED MINIMUM DISTANCE OFT' AWAY FROM ANY MAIN FRAME. ANCHOR. r INSTALLATION —....._.........-. .............. ANCHOR ( TYPJ t`......___. G._ HORIZONTAL SECTION ......._...... FIXEDPANELCLIPDETAIL6FXEDPANELANCHORAGENOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL. FOLLOW THE ANCHOR TYPE, MIN, EMBEDMENT AND MIN, EDGE DISTANCE LISTED IN TA13LE 1, 12W SW 64TH AVE. OCALA, FLORIDA 34474 WWW. CWS.CC No 5B201 STATE. OF 4,, 1312015LUCAS A. TURNER. P.E.. Ft.. PE # 56201 i 1239JABARAAVE. NORTH PORT, FL 34286 PH. 941-.360-1574 GENERAL NOTES AND ELEVATIONS AtARd BY: DATE: AIDE 06/03108 6G11: ......_.._. EY.: ! All- 98 8 St; EET 1: 2,67 6 OF 6 REQUMED INSPECTION SEQUENCE IBP# t 7- ZA97 Address: J;7'ef-i zX>." BUILDING PERMIT Min 1M a x ., Inspection IDescri ti®n Footer / Setback Stemwall Foundation / Form Board Survey 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 Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) ELECTRICALPERMIT Min Marx Ins ection IfDescri tion Electric Underground Footer / Slab Steel Bond Electric Rough T. U.G. Pre - Power Final Electric Final y. Jygy{ ' vr.i r+. x. ... a.uyn;!iq scf':aa Ch. F.1Mn Max Ins ection IlDescri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final XECHANICA ' IFEJRMIT. Min Max Inspection Descril2tion Mechanical Rough Mechanical Final min 11M MaxGas Unde Gas Roug Gas Final REVISED: June 2014