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2207 Community Way - BR17-003084 - DOOR10/14/2017 12:56PM 4076340400 LISACOOK DECKERDOORS PAGE 30 CITYCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / 9' 36 Documented Construction Value: $ b 1$D .14 Job Address: t V VU Historic District: Yes No Parcel ID: p II-- Residential K Commercial] Type of Work: New ,Addition Alteration RepairEl Demo Change of UseEl Move Description of Work - Plan Review Contact Person: Title: P/ J10111?-1Phone: qD7— Z,q11 Og3Jl Fax: D _ !o - 73A& Email: Property Owner Information Name ll Street: 0/ City, State Zip: pt Name Daniel T. Decker Phone: En/, Resident of property? 2. i Contractor Information Phone: 407- 696-0830 Street: 724 Brooks Court Fax: 407- 696-7356 City, State Zip: State License No.: winter Springs, FL 32708 CBC1250499 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAX RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST RE 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. Applicationis hereby trade to obtain a permit to do the work and installations as indicated. i certify that no work or installation has commenecd prior to the issuance of a permit and that all work will be performed to meet standards of all lawsregulating construction in thisjurisdiction, I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,6 furnaces, boilers, heaters, tanks, and air conditioners, etc. 6 FBC 105.3 Shall be inscribed with the date of application andthe code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 10/14/2017 12:56PM 4076340400 LISACOOK DECKERDOORS PAGE 31 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 manage>nent districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements ofFlorida Lien Law, FS 7I3. The City of Sanford requires payment ofa 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 [CC 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. Signature of Owner/Agent Date Signature, ofContmctor/Agent Pate Daniel T. Decker Print Owner/Agent's Name Print Contractor/Agent'sName Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Q gnature ofNatary-State ofFlorida Date DEBBIE BLANTON --- MY COM>.11MON :"C 17E646 EXPIRES: February 25, 20-19 ofFt ' Bonded Thru Notaiy PublicUndemni!ers Contractor/Agent is Personally Known to Me or Produced ID 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 Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 10/14/2017 12:56PM 4076340400 LISACOOK DECKERDDORS PAGE 34 Parcel Information Parcel 36-19-30-534-1200-0050 1 Owner YANNI MOLLY M Property Address 2207 COMMUNITY WAY SANFORD. FL 32771 Mailing 2207 COMMUNITY WAY SANEORD, FL 32771 I Subdivislon Name tiQj LA D PARK Tax Dlstrlct 51.5ANFORD OOR Use Code 01-SINGLE FAMILY j Exemptions 00-H0MI_STEAD(2005) 1h W Sem nale County GIS l Legal Description LOTS 5 + 6 BLK 12 HIGHLAND PARK PB 4 PG 26 Taxes Find Gomfirabio 5aIE zs t aoperty Record QrAiS Parcel: 36-19-30-534-1200-0050 Owner; YAW MOLLY Property Address: 2207 COMMUNITY WAY SAN FORD, FL 32771 j Value Summary 2017 Working 12016 Certified i Values I Values Valuation Method I Cost/Market Cost/Market r "--"- --' --- ........_...c._ Number of Buildings I 1 I 1 Depreciated Bldg Value j $68,637 64,344 bep .. ...,_.............. $1,750re ............. ...,.. elated EXFT Value ...._.....,,..._....._...,.._..,-..,-.,.,........,;......,............__.,... j $1,800 1 Land Value (Market) j $31,532 j $26,372 Land Value Ag j........... justIMa kQt /aluo- $101,g19 i.......... ..... . Portability Adj M' 92,516 ave omea dj $18,777ug................... 8 11,083 Amend m nt 1 Adj I so m .... so Value ......... .......... .........._............ ...L.'$t33,143......... _........ '.. Assessed` 81,433 Tax Amount without SOH: $1,041.19 ZQI Tex Bill Amount $819.02 TaX 3tir71e1lnr Save Our Homes Savings: $222,17 JRL1 .Notice Help Does NOT INCLUDE Nan Ad Valorem Assessments Assessment Value ; ExemptValues Taxable Value i 83,143 50, 000 33,143; I 63,143 ' 25,004 5 1d8, I 83.143 50,000 i 33,143 83 143 } L.u.,,,,.,,..,_....,...._..........................$ 83,y,43..'._..,...._..,.,,.,.,.-......._.._.._._........$so,aoo. 50,000 31,143 I 33,14$ Land Method i pronlage Depth ( Units j Units Price Land Value FRONT FOOT & DEPTH " — 117.00 136.00 Q $27 $31,532500 10/14/2017 12:56PM 4076340400 LISACOOK DECKERDOORS PAGE 32 RECEIVED 10/19/2017 09:07PM 4076a40400 LISACOOK DECKERDOORS 2017-10-13 qq 12:44 0264EX 4073331117 4073331117 » 4076340400 P 1/1 Zma&jWr Page 11 Of 17 NO. H0264-56099 Home Improvement Agreement PLEASE READ THIS Important additlonai Information rogarding Customer's rights may be contained in an attached State Supplement, Sae: This "Agreement" consists of this page, the following General Terms and Conditions, the Invoice, the State Supplement if applicable, and any drawings or Change Orders expressly made a part of this Agreement. The Agreement ie between the Customer identified on the Invoice and The Home Depot_ Any installation Services provided under this Agreement shall be performed by a licensed ana insured third party Authorized Service Provider. The Home Depot does not perform architectural or engineering services, nor does it make structural changes to dwellings or other structures. The Home De )ot and its Authorized Service Provider will perform installation services in accordance with applicable law, Payment Schedule: Payment is required immediately as follows: Payment' S_ 11 Rtl 34 Gus it, full immediately. Salo% Tax: $ If applicable. Total Amount of Sale: $ 11 FSf1_R4 Includes all applicable discounts, rebates, and taxes. Excludes finance changes.' Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan agreement, to which The Hume Depot is NOT a party, and will be in atldltion to Customer's payment under this Agreement. Customer ly subiact to the terms and condiliuns of the cardholder or loan agreement, as applicable. No funds should be made payable to Authorized Service Provider; however, Authorized Sarvice Provider may collect Customer's payment(s) mode payable to The Home Uepot. Anticipated Doll+mry / In tallation Sch®duta TB(? .. start Date, 10/13/2017 Fin;sh pate: 11 /1212017. Acceolprloe and Authorization: Customer authorizes The Home Depot to order and arrange for the delivery of all goods and services included on the Invoice. Customer further agrees and understands that this Agreement iS the entire agreement between Customer and The Home Depot with regard to said goods and services and supersedes all prior discussions and agreernents, either oral or written relating to said goods and services. This Agreement can not be assigned or amended except by a writing signed by Customer and The Home Depot_ Customer acknowledges and agrees that Customer haS read, understands, voluntarily accepts the terms of and Is entitled to and has received a complete copy of this Agreement at thH time Customer signs the Agreement. Installatlon Professional'a license number and permitting information may need to be provided later and as such this information may be omitted at the time ChIS Agreement is eigncd. Electronic Signature: Theparties to the Agreement agree that the digital signatures of the parties Included in this Agreement are inten0ed to authenticate this writing and to have the same force and effect as the use of manual signatures. Customer acknowledges that he or she is the person named on The Home Depot contract number identified on the point of sale device, CANCELLATIQN: CUSTOMER MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME DEPOT BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING THIS AGREEMENT. THE STATE SUPPLEMENT ATTACHED HERETO CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN CUSTOMER'S STATE, Under such circumstances, Customer's payment(s) will be returned within tan (10) business days after The Home Depot's receipt of Customer's notice. Authpn7e.d Servnt:"rr ( Ivt f a Futl Susimmarrrado Name. Addresoand I fvzwn Np nr No(s),. u1i appliaam, License Nuts). Atimorizod Service Pr 10/ 13/2017 DEAR AseociQto'glAutnorized Service Providers Full Signiarum date -- Assooiete: Please print your 881e5perg6rra lrcenso number Ir applklabto. hinme Uapot USA. Inc., 24M Pacon r„Ryxoad, N.W., Bldg 5.3, AliBnCa, Georgia 50335 912011 Page 11 Of 17 No. H0264-56099 Customer Copy Y,2/7/7/ srcl nc,+e. 220 7 eAOIZIUAM( 4y 54171 tdi CL . 37-77/ Replau- Dwr UAi& Opening will meet 35 PSF +/- requirement n mr02,WaC-o ZC=mSZcnM MZ2o-<2-4- Za> a c o70o°ci D 2T-i70 O7'i i, y - 0nZD=00m M M O Z C Ia CD zSG)Fm<m0 mOcn-DOOS 0 o a co, 0o M cf) 0ODZon:5 m r- z-nn0M-M W p D j) 7mg O 0 O O T Mp O n m 0 Z Z m nCZ/) rm-z M O 00M> 0 r2In-Imam fnZq= 000 oM-Dzm)Zo Z m m(n M> >D 4 Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl. aspx? param=w GE... em WO I£tn1F,u rat•iy BCIS Home Log In User Registration HotTopics Submit Surcharge S[ats &Facts Publications i FBC Staff j BCIS Site Map Links - Search Businessr ) 1! ProductProfessionalUSER: Public User vai I ,,( a w'"ii.l.0 t PrQduct_Appru_v_a.l Menp > Product_or_Apyli.ation Search > Application List > Application Detail FL # FL8228-R7 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By RK I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity C Yes 17 No r N/A 1 of 5 1 6/29/2015 6:07 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr—app_dti.aspx?param=wGE... Product Approval Method Method 1 Option A Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summary of Products i..... FL # Model, Number or Name i Description 18228.1 j Fiberglass Side -Hinged Door Unit i 6'-8" Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R7 C CAC NI006900.01.odf Approved for use outside HVHZ: Yes i Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +85.0/-85.0 j Installation Instructions Other: Evaluated for use in locations adhering to the j FL8228 R7 11 FL01.60Dx.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Zone, and where pressure requirements as determined by Institute ASCE 7, does not exceed the.design pressures listed. 3'-0" Created by Independent Third Party: x 6'-8" max nominal size. Hurricane protective system Evaluation Reports required in HVHZ, but not required in the Wind Borne FL8228 R7 AE 504A.odf Debris Region. See DWG-MA-FLO160-07 for additional I Created by Independent Third Party: Yes information. I 18228.2 Fiberglass Side -Hinged Door Unit 8'-0" Opaque I/S and O/S Single Door F._......_..................__...__........................._.......................................... Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R7 C CAC N1006900.02.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date 12/31/2020 Design Pressure: +70.0/-70.0 1 Installation Instructions Other: Evaluated for use in locations adhering to the FL8228 R7 11_FL0161Dx.pdf Florida Building Code including the High Velocity Hurricane j Verified By: National Accreditation & Management Zone, and where pressure requirements as determined by j Institute i ASCE 7, does not exceed the design pressures listed. 3'-0" Created by Independent Third Party: x 8'-0" max nominal size. Hurricane protective system Evaluation Reports required in HVHZ, but not required in the Wind Borne FL8228 R7 AE 503A.odf Debris Region. See DWG-MA-FLO161-07 for additional i Created by Independent Third Party: Yesinformation. 18228.3 Fiberglass Side -Hinged Door Unit 1 6'-8" Opaque Inswing Single or Double Door w/or w/o j Sidelitesa...................................._ i Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes jApproved for use outside HVHZ: Yes FL8228 R7 C CAC NI0.0...69-.00.01_.pdf Quality Assurance Contract Expiration Date j Impact Resistant: Yes 12/31/2020 I Design Pressure: +50.5/-50.5 I Installation Instructions Other: Evaluated for use in locations adhering to the j FL8228. 11_FL01.60Dx.pdf Florida Building Code including the High Velocity Hurricane Zone, and where requirements as determined by Verified By: National Accreditation & Management Institutepressure ASCE 7, does not exceed the design pressures listed. 12'-0" j Created by Independent Third Party: x 6'-8" max nominal size. Hurricane protective system Evaluation Reports I required in HVHZ, but not required in the Wind Borne FL8228_ R7 AE 502A._pd.f Debris Region. See DWG-MA-FLO160-07 for additional I Created by Independent Third Party: Yes i information. j......_..............._._........._...._........................_..........__................. __............................................................. ............_.._...._............... ............... 8228.4 Fiberglass Side -Hinged Door Unit 6'-8" Opaque Outswing Single or Double Door w/ or w/o i Sidelites j Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 1 FL8228 R7 C CAC NI006900.01.1)dfIApprovedforuseoutsideHVHZ: Yes I Quality Assurance Contract Expiration Date Impact Resistant: Yes I 12/31/2020 Design Pressure: +55.0/-50.5 j Installation Instructions Other: Evaluated for use in locations adhering to the j FL8228 R7 II FL0160Dx.i)df Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by i Verified By: National Accreditation & Management Institute j ASCE 7, does not exceed the design pressures listed. 12' 0" Created by Independent Third Party: x 6'-8" max nominal size. Hurricane protective system i Evaluation Reports required in HVHZ, but not required in the Wind Borne FL8228 R7 AE 502A.odf Debris Region. See DWG-MA-FLO160-07 for additional Created by Independent Third Party: Yes information. 2 of 5 6/29/2015 6:07 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGE... I18228.5 ! Fiberglass Side -Hinged Door Unit ; 8'-0" Opaque Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG-MA-FLO161-07 for additional information. 8228.6 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG-MA-FLO161-07 for additional information. 8228.7 i Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +52.0/-52.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-FLO162-07 for additional information. 8228.8 1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55.0/-55.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-FLO162-07 for additional information. 8228.9 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See Certification Agency Certificate FL8..228_R7_C CAC_ NI006900..02.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 II FL0161Dx.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228_.R..7 AE 501A.,pdf Created by Independent Third Party: Yes 8'-0" Opaque Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R7 C CAC NI006900.02.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 II FL0161Dx.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE 501A.pdf Created by Independent Third Party: Yes 6'-8" Glazed Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL.8228_._R7..._C_._CAC .._._NI006900.03.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 II F'L0162Dx.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228R 7._ :AE...._502A. pdf Created by Independent Third Party: Yes 6-8" Glazed Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228_R7_C_CAC _N? O.06!N.0.._0.3,pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228R7_II,_FL0162Dx.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228_R7_AE_502A.pdf Created by Independent Third Party: Yes 8'-0" Glazed Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8.2..28_R7 C_CAC__NL0..06900,_04.,.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228---- Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7_AE_50.1_A.pdf 3 of 5 6/29/2015 6:07 PM Florida Building Code Online https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGE... DWG-MA-FLO163-07 for additional information 8228.10 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +43.0/-47.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-FLO163-07 for additional information. 8228.11 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +52.0/-52.0 Other: Evaluated for use in locations adhering to the Florida Building Code not including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. See DWG-MA- FL0162-07 for additional information. 8228.12 I Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-55.0 Other: Evaluated for use in locations adhering to the Florida Building Code not including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. See DWG-MA- FL0162-07 for additional information. 8228.13 ; Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code not including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. See DWG-MA- FL0163-07 for additional information. 8228.14 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.0/-47.0 Other: Evaluated for use in locations adhering to the Florida Building Code not including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. See DWG-MA- FL0163-07 for additional information. Created by Independent Third Party: Yes 8'-0" Glazed Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate F18228_R7 C_CAC_NI006900.04.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 II FL0163Dx.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL...82.2.8_R7_AE 501Apdf Created by Independent Third Party: Yes 6'-8" Impact Glazed Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R7 C CAC NI006900.05.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 II FL0162Dx.i3d_f Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228_R:7_.A...E_50.2A._p..df Created by Independent Third Party: Yes 6'-8" Impact Glazed Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228_R7 C_CAC NI006900;O5.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R7 _.I1_FL01_62 Dx. pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228_ R7_AE_502A...Pdf Created by Independent Third Party: Yes 8'- 0" Impact Glazed Inswing Single or Double Door w/ or w/ o Sidelites Certification Agency Certificate FL8228_ R7_C_CAC_N I006900. 06_.p_dfQuality Assurance Contract Expiration Date 12/ 31/2020 Installation Instructions F_ L..8228 .R-.7II FL0.1...63_Dx..pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228._ R7__A E_50.1_A..pc1f Created by Independent Third Party: Yes 8'- 0" Impact Glazed Outswing Single or Double Door w/ or w/ o Sidelites Certification Agency Certificate FL8228 R7 C CAC NI006900.06,pdf Quality Assurance Contract Expiration Date 12/ 31/2020 Installation Instructions FL8228_ R7 II FL0163Dx_pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R7 AE 501A.odf 4 of 5 6/29/2015 6:07 PM NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI006900.03 1955 Powis Road Certification Date: 01/14/2007 West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 11/21/2014 Product: Fiberglass Glazed Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites w/Wood Frame unless noted) Specification: TAS 202/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at wr,Nv.N_amic_ertification.com. NAMI's Certification Proeram is accredited by The American National Standards Institute fANSII. Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X I/S Glazed 3'0" x 6'8" 52/-52 2.86 psf No NCTL-210-3108-1/CTLA-805W-2 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 X O/S Glazed 3'0" x 6'8" 55/-55 6.00 psf No NCTL-210-3108-1/CTLA-805W-2 Single 8.25 psf* Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 XX I/S Glazed 6'0" x 6'8" 52/-52 2.86 psf No NCTL-210-3108-1/CTLA-805W-2 Double Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 XX O/S Glazed 6'0" x 6'8" 55/-55 6.00 psf No NCTL-210-3108-1/CTLA-805W-2 Double 8.25 psf* Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 XO/OX I/S Glazed Door 6'0" x 6'8" 52/-52 2.86 psf Door -No NCTL-210-3108-1/CTLA-805W-2 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6T' Anchor Detail-MA-FL0162-07 XO/OX O/S Glazed Door 6'0" x 6'8" 551-55 6.00 psf Door -No NCTL-210-3108-1/CTLA-805W-2 Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 OXO I/S Glazed Door 910" x 6'8" 52/-52 2.86 psf Door -No NCTL-210-3108-1/CTLA-805W-2 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 OXO O/S Glazed Door 910" x 6'8" 55/-55 6.00 psf Door -No NCTL-210-3108-1/CTLA-805W-2 Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 OXXO I/S Glazed Doors 12'6" x 6'8" 52/-52 2.86 psf Doors -No NCTL-210-3108-1/CTLA-805W-2 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 OXXO O/S Glazed Doors 12'6" x 6'8" 55/-55 6.00 psf Doors -No NCTL-210-3108-1/CTLA-805W-2 Double w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 Denotes High Dam Threshold Design National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 502A 336-945-9695 Date: 12/29/09 Product: Double Door with sidelites 12'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings DWG-MA-FLO120-05 DWG-MA-FL0132-05 DWG-MA-FLO147-06 DWG-MA-FLO162-07 DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07 DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07 DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG-MA-FLO172-07 DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07 DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3116" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member thickness: t, = 1.000 in NDS 2005,11.3) Main member: Spruce -Pine -Fir Main member thickness: tm= 1.500 in Side member dowel bearing strength: Fe, = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fib = 80,000 psi Duration Factor: Co = 1.6 Tabulated lateral design value: Z= 107.0 Ibs Allowable Design Value: Z'= 171 Ibs/anchor Mode IV Fastener type: 3/16" ITW Tapcon N.O.A. 07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 Ibs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 Ibs Actual edge distance: 2.50 in Design value per interpolation: Z = 189 Ibs Allowable Design Value: Z'= 189 Ibs/anchor Minimum anchor capacity: 171 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors Double. Pressure against stops with bump threshold: 36.38 36.38 Design pressure: 60.0 psf Al Al A2Y YAz i 79.25 Al AAll 72.75 1 of 4 Zone Area zft) Load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. Ibs) QtY Load Ibs) Al 2.3 138 N/A N/A 171 1 138 OK A2 7.7 463 6.00 21.00 171 5 93 OK A3 7.7 463 N/A N/A 171 3 154 OK Luis R. Lomas P.E. FL No.: 62514 1 /7/2010 Luis k Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Double. Pressure away from stops: 36.38 36.38 2 Al - - Al 79.25 Manufacturer: Masonite Report #: 502A Date: 12/29/09 Desiqn pressure: 60.0 psf Max. AnchorAreaLoadInd. Cap, Qty LoadZone Utz) Ibs) in) O.C. Result in) Ibs) Ibs) At 10.0 601 6.00 21.00 171 5 120 OK Az 10.0 601 N/A N/A 171 4 150 OK 72.75 Double. Pressure against stops with saddle threshold: 36.38 36.38 MAl ', Al - 3 A2 - Y2 79.25 Desion pressure: 60-0 psf Zone Area2ft) Load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. Ibs) Q Load Ibs) At 2.3 138 N/A N/A 171 1 138 OK A 8.9 532 6.00 21.00 171 5 106 OK A3 7.7 463 N/A N/A 171 3 154 OK A4 10.0 601 N/A N/A 171 4 1 150 OK72.75 Double with sidelites. Pressure against stops with bump threshold: 37.50 36.38 36.38 37.50 Al A4 A4 Al U A2 A Al A4 A4 Al 79.25 147.75 Double with sidelites. Pressure away from stops: 37.50 36.38 36.38 37.50 A2Y- 3 1 3 YA2 79.25 3 3 Al Al _ Desiqn pressure: 60.0 psf Zone Area zft) Load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. Ibs) Q Load Ibs) Al 2.4 146 N/A N/A 171 1 146 OK AZ 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 N/A N/A 171 3 156 1 OK A4 2.3 138 N/A N/A 171 1 138 OK A5 7.7 463 N/A N/A 171 3 154 OK Desion pressure: 60.0 psf Zone Area Zft) Load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. Ibs) Q Load Ibs) AI 2.4 146 N/A N/A 171 1 146 OK Az 7.9 473 6.00 21.00 171 5 95 OK A3 8.9 537 N/A N/A 1 171 4 134 OK A4 10.0 601 N/A N/A 1 171 1 4 1 150 1 OK 147.75 Double with sidelites. Pressure against stops with saddle threshold: Desiqn pressure: 60.0 psf 37.50 36.38 36.38 37.50 Y_ 6 Y_ Al 3Y 7 Al Al 79.25 1 147.75 2of4 Zone Area Zft) Load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. Ibs) Qty Load lb Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 1 7.8 468 1 N/A N/A 171 3 156 OK A4 8.9 537 N/A N/A 171 4 134 OK A 2.3 138 N/A N/A 171 1 138 OK A6 7.7 463 N/A N/A 171 3 154 OK A, 10.0 601 N/A I N/A 1 171 1 4 150 1 OK Luis R. Lomas P.E. FL No.: 62514 1 /7/2010 3of4 Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 502A 336-945-9695 Date: 12/29/09 Anchor Locations: Double door with sidelites r Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. E IV TAT OF jOlt 4A1-'\` WH Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Luis R. Lomas P. E. 4 of 4 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 502A 336-945-9695 Date: 12/29/09 Anchor Locations: Double door 6.00 TYP. - - I I 6.00 l 13.45 MAX.. O.C. 79.25 I 6.00 1 36.38 -L- 36.38 6.00 TYP. - -- 18.19 TYP. 3.00 TYP. --- - Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 0 51 Luis R. Lomas P.E. FL No.: 62514 1 /712010 J 149" MAX. OVERALL FRAME WIDTH 00 C/Cl i l) 1 ?"' ,, 36.375" MAX. O COSIDEHINGEDFIBERGLASSDOORUNIT - PANEL WIDTH - 37.5" MAX. Q O6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES 00 - D.L.o. - FRAME vIDTH -' zW/ASTRAGAL I~ O i H GENERAL NOTES Q c 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO l.Ll O QTHEFLORIDABUILDINGCODEAND 'WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM I I Z n- UDESIGNLOADSFORBUILDINGSANDOTHERSTRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. - I ! LL Lc) J 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), ~ L0 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. co H- 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, X WEXCLUDINGTHEHIGHVELOCITYHURRICANEZONE (HVHZ), _ ¢ p = Q HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON w ` PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS = C _ WITH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 - Z AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. ` a POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 '< AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING: ono 'oN-.Nw-JTESTDESCRIPTIONDESIGNATIONRESULT o ao^m wLI omo 5 If 6. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT O s DOUBLE DOOR UNIT W/SIDELITES a i AddHdun 10 NAMI n n n n 333imCfiIUEIc21mHD.: N(o a v 00 - /L l _ N V1 N to COMPARATIVE TENSILE STRENGTH AFTER WEATHERING Dyte - Z I_ C 4500 HOURS XENON ARC METHOD 1 9 / , 0 Z Z 7, IMFACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13. < W ¢ R UUD_V O ZD O LLJIaNZ0 > J--a wILL-1 00LJ NNIa SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT ¢_/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE o um ¢ Z TABLE OF CONTENTS DATE: 1/5/07 h TANCHORING DESCRIPTION /- ( `f scaL[: N.T.S. PICAL ELEVATIONS & GENERAL NOTES+52.0-7DwG. er: $Wc LOCATIONS & DETAILS HK. BT: CHORING LOCATIONS & DETAILS KURT SALTHAZOR DruwlNc no.: FLORIDA P.E. High Dom Threshold Design 56533 DWG-MA-FLO162-07 SHEET 1 OF 3 SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F RATE OF BURNING ASTM 0635 0.56 IN/MIN SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH" ASTM D638 3.2% DIFF SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM 0635 0.77 IN/MIN SMOKE DENSITY ASTM 02843 13.4% TENSILE STRENGTH' ASTM D638 7.50% DIFF DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING DUTSIM1'ING• X 37.5 52.0 -52.0 55.0 -55.0 19.0 -19.0 40.0 -40.0 55.0 -55.0 XX 74 52.0 55.0 19.0 -19.0 40.0 -40.0 55.0 -55.0 OX or XO 75 52.0 -52.0 55.0 -55.0 79.0 -19.0 40.0 -40.0 55.0 OXO 112.5 52.0 -52.0 55.0 -55.0 19.0 -79.0 40.0 -40.0 55.0 -55.0 OXXO 149 52.0 -520 55.0 -SS.0 19.0 -19.0 140.0 -40.0 56.0 -55.0 SEE DETAIL — 6' E" 3., 3" 3" 3.. I_ r _ 3.. c 3 g SEE DETAIL I I I I —I 6'• 0 U a N J Q a w B J B f I III I II I 3 Y " 3 3` E 3 3,. — " SEE DETAIL F 8 x 2-1/210 x 2"" 10 x 5/8" 8 x 2-1/2" #10 x 3/4" O # 10 x 5/8" #10 x 3/4" 10 x 2 FRAME / DOOR DETAIL " D" DETAIL "C" TYPICAL 3" 6" 0 o U a SEE DETAIL N " D" J qq QYo 0w o N a G 6 EE DETAIL C" 6" Addardo to NAMICeticahmND; o0 Renewed By. '— 8x2— 1/2" DaeR.Bvew.: ) lz ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE DETAIL " E" ASTRAGAL STRUCTURE DEEP ENOUGH ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL AS SHOWN. 0. 124' ANNEALED DECORATIVE INSERT 0. 090" SAFLE% IIIG (OPTIONAL) 00W 832 0. 124" ANNEALED — .0124' TEMP. I 0.962" DOW" I toa7 1.376 7s I INSWING THRESHOLD OUI-SWING THRESHOLD HIGH DAM 0/S THRESHCLD f IQ6 X PHS 2 : A..L`' DOW 832 •'R„> t• EXTERIOR INTERIOR XT RI R LNT RIIO TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL IMPACT RATED GLASS NON —IMPACT GLASS DATE: 1/5/07 SCALE: N. T. S. DWG. BY: SN/S CHK. BY: DRAWING NC.: OWC- MA-FLO162-07 SHEET 2 OF 3 SEE DETAIL C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1 /2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3" — t 0 o ewU a SEE DETAIL D" SHl 2 0 a w0_ no G io i 3„ 3" I II 1 I II I i oWU a- J D w B I II J J II II B II II g Jj 3" HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE i DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. i r— MIN _ 0.25" SHI CL —I (— TYPICAL WOOD BUCK ANCHOR INSTALLATION MIN 0.25" MAXSHIM CL —I (- TYPICAL MASONRY ANCHOR INSTALLATION AddeMun 10 NAMI Cedcalion No.: Ni C a 4 4 oo - rL i ReviewedBy. Dale A vewx: DATE: 1/5/07 SCALE: N.T.S. DWG. BY: SINS l 6Y: OF 762-0 RIEQUIO DIED IINSPIECTION SEQUENCE B,p# I) - 7—n, k U Address: w! BUILIDING (PERMIT min max- Inspection Description 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 p Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) min 110Max Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final JCInsNanMax ection Descrn anon Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 1I Inspection D ; I iP i I ,P III Mechanical Rough Mechanical Final a fi • 1 v c . w lf t 4t 11J t v v L, _ a 11S'`a r'. . lcP•;;' i'l fZ• xei 3 £ ^ 1L` - .,a` ,i't .* r•.'...rSn Inspection Description Gas Underground RIEVISEID: June 2014