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Home My WebLink About904 French Ave 18-2821; RENOVATIONJUN22Iola U CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: jF- CJFA j ftt Documented Construction Value: $ / J j 3 Job Address: 904 South French Ave Historic District: Yes No Parcel ID• 25- 1930-IIII 5112-1109- 0010 Residential Commercial Type of Work: NewEl Addition Alteration El Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Rodney Jones Title: President Phone: 407-349-9615 Fax: 407-349-2615 Email: Rodney@rwjonesconstruction.com Property Owner Information Name Adept Consulting Inc Phone: 407-349-9615 Street: 1922 Wingfield Dr Resident of property?: City, State Zip: Longwood, FL 32732 Name R.W. Jones Construction, Inc. Street: 250 Owl Haven Cove City, State Zip: Name: Street: City, SI Bonding Company: Address: Geneva, FL 32732 Contractor Information Phone: 407- 349-9615 Fax: 407-349-2615 State License No.: CBC1250390 Information Phone: T 7 f ( G, 1-Y4ax: r E- mail: Mortgage Lender: Address: J WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks; and air conditioners, etc. FBC 105.3 Shall be inscribed with thet date of application and the code in effect as of that te: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 W 1 ! e ' Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Own Agent bate Signature of Contractor/Agent Date C- ( 5 r R C-/'. iul--) J Print Own r/Agent's Name Print Contractor/Agent's Na Signature of Notary-S f Flo es Ruth Link Date Si- re of Mgm btA' Mkda Date NOTARY PUBLIC NOTARY PUBLIC oe STATE OF FLORIDA i STATE 0 FLORIDA Comma FF937222 Comm# FF937222 CE t Expires 8/24/2019 `rykCE Expires 8/24/2019 Owner/Agent is Personally K to Me or Contractor/Agent is Personally Known to Me or Produced ID r/"type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [Electrical Mechanical 2---PlumbingR Gas[] Roof Construction Type: 3106 Occupancy Use: euc;,c,els 5 Flood Zone: Total Sq Ft of Bldg: IZ9 Min. Occupancy Load: // # of Stories: p N F New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: P BUILDING: 2- lU Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. lx) <( Signature of Own Agent Date Signature of Contractor/Agent Date k- 4Z4 f- J "-7 1--e'_ 3 Print Own r/Agent's Name PrintPrint CoTctot/A/Agent's Naiyd Signature of Nota `- tr tyeha Ruth Link Date Sireof AD i fdlkda Date NOTARY PUBLIC y, NOTARY PUBLIC STATE OF FLORIOA -STATE 0 FLORIDAComm# FF937222 Y.. `" * Comm# Ft=937222 Expires 8/24/20.19 S' E 1 a Expires 8/24/2019 Owner/Agent is Personally KV to Me or Contractor/Agent is Personally Known to Me or Produced ID k-lype of ID `'- Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Pennit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT BUILDING STATEMENT APP ICATIONI#: 18 10000657 DATE: August 02, 2018 BUILDING PERMIT NUMBER:. 18-10000657 UNIT ADDRESS: FRENCH AVE 904 25-19-30-512-1109-0010 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: ADEPT CONSULTING INC ADDRESS: 1922 WINGFIELD DR LONGWOOD FL 32779 LAND USE: OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 904 FRENCH AVE 1120SF OFFICE / PREVIOUS 2 BAY ELF SERVE CAR WASH FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS -ARTERIALS N/A ROADS -COLLECTORS N/A 00 FIRE RESCUE N/A 00 LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND'DEVELOPMENP CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE 08/16/2018 17:00 FAX 16 001/001 Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018088062 Book:9182 Page:1901: (1 PAGES) RCD: 812/2018 12:08:38 PM REC FEE $10.00 THIS INSTRUMENT PREPAREQ BY., CCATEr"ILi) ffI V RAhT MALOY RK U!-11"IF t',flYi U;1- (':CUU(" y "' Name: Roan®XJones AND (-0MPrRO!-r? Address:.250 Owl Haven Cove N I Y, FLORIDA Geneva, FL 32732 SEMIEV OF,I'Cl6l? CEft>r NOTICE OF COMMENC MENT Date— — Permit Number. Parcel ID Number. 25-19-3P-512-1109-0010 The undersigned ha eby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Inform6Ilon Is provided In this Notice of Commencement 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) 904 French Ave Sanforcl FL 32771 2 GENERAL DESCRIPTION OF IMPROVEMENT: Renovating Car wash for new office building 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Adept Consulting 1922 Wingfield Dr. Lonowood, FL 32779 Intarsat In property: Owner Fee -Simple Title Holder (If other-then•ownerallated-above) Name: -N/A - - — -- Address- 4. CONTRACTOR: Name; R.W. Jones Construction Phone Number 407-349.9615 Address: 250 Owl Haven Cove, Geneva, FL 32732 6. SURETY (II applicable, a copy of the payment bond Is attachsdtt Name: N/A Address: Amount of Bond: LENDER: Name: N/A Phone Number Addreaa: 7, Persona within the State of Florida Designated by Owner upon whom notico or other documents may be servod as provided by Section 713.13(1)(a)7., Florida. Statutes. Name: R.W. Jones Construction Phone Number. 407,349-9615 Address: 250 Owl Haven Cove, Geneva, FL 32732 8. In eddltlon, Owner designates of to receive a copy of the Llenors Notice as provided in Section 713.13(1)(b), Florde Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different data Is specified) wARnnn G In OWNER: 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 WORX OR RECORDING YOUR NOTICE OF COMMENCEMENT. Slgaahr a1 ovmr or Laaweq or uw mee or Lsmwe (PHN Nen a and Provide ranolay'e Tme/0111ce) Aron a of CK101raCarlPartnadmanagan state of 'J r 0190. County of " l "` The fora *Ing Instrumant was acknowledged boforo ma this day of / ' ' W' 2_ by i Cb Kz d Who is personally known to me O OR Name of creme mawrng at ter"Ot who has produced Identlflcationviypa of Identification produced: d'IL JLi Oahe Ruth Link NOTARY PUBLIC FLORIDA tTATE OF FLORI17A 00pn}w FF937222 Nalory Signature Explree 8/24/2019 J 91 R.W. JONES CONSTRUCTION INC. GENERAL CONTRACT AGREEMENT THIS AGREEMENT made between Rick Starr whose address is 1922 Wingfield Drive Longwood, Florida hereinafter called the "Owner" and R.W. Jones Construction Inc, State of Florida License Number: CBC-1250390, whose address is 250 Owl Haven Cove Geneva, Florida, hereinafter called the "Contractor", As follows: Section I. Description of Work. The Contractor shall perform the following described work in accordance with the contract documents, including the plans and specifications, at 904 French Ave. Sanford, Florida hereinafter referred to as the "Project" or "Work". Section II. Contract Sum or Agreed Payment to Contractor. The Owner agrees to pay the Contractor for the cost of work based on plans and product selections supplied by the Owner. The estimated cost of this work is $115,630.00. The estimated unit prices and/or schedule of values making up the allowance price are attached hereto as Exhibit A. Any monies that exceed given allowance shall be deemed extra charges over and above the contract amount. Extra charges shall be billed at costs plus sixteen percent. Payment of said overages will be billed on the next billing cycle and shall be owed at that time. Any monies that are not spent on allowances shall be refunded off the contract price to the Owner at of completion of task. The refund shall be based on the amount of credit plus sixteen percent. The Contractor shall pay all costs and warranty such costs as seen in the warranty section of this contract. Section III. Progress Payments. The Owner shall make a 15% initial draw for start up expenses and held as retention thru the end of the contract to pay for invoicing due before progress payment is made. The owner shall make progress payments on account of the contract sum to the Contractor on a basis of applications for payments along with Page 1 of 11 y, w full. If you fail to pay your contractor, your contractor may also have a lien on your property. This means if a lien is filed your property could be sold against your will to pay for labor, materials, or other services that your contractor or a subcontractor may have failed to pay. To protect yourself you should stipulate in this contract that before payment is made, your contractor is required to provide you with a written release of lien from any person or company that has provided to you a "Notice to Owner." Florida's construction lien law is complex and it is recommended that whenever a specific problem arises, you consult an attorney. (Large font required by State of Florida) Section XXIV .Warranty. R.W. Jones Construction will assume a one year warranty on any labor item deemed to be incorrect at construction or if any problems arise due to faulty workmanship. R.W. Jones Construction will also work with Owners on any manufactures or subcontractor warranty issues if problems arise. No warranty or warranty work shall be put into place until all final payments are made to R W Jones Construction. IN WITNESS WHEREOF, the parties have executed this Agreement this day of , 20 Owner Print: ` `A.rZ,-:11 c.r" Owner Sign Page 9 of 11 Contractor: R.W. Jones Construction, Inc INSPECTION SEQUENCE BP# 18-2821 ADDRESS: 904 South French Avenue BUILDING PERMIT Min Max Inspection Description 10 Footer / Setback Stemwall 10 Slab / Mono Slab 20 Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame Insulation Rough Firewall Screw Pattern 60 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'1) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence Final Commercial — 1000 Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECT,RICAL=PERMIT - Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final Min Max Inspection Description Rough Plumb 10 Plumbing Underground 20 Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough11000PlumbingFinal Min Max Inspection Description 10 Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds 11000 Mechanical Grease Duct Wrap Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D'Juji Z Application No: Documented Construction Value: Job Address: 904 South French Ave Historic District: Yes No Parcel ID: 25-1930-512-1109-0010 Residential Commercial Type of Work: New c Addition Alteration 0 Repair Demo Change of Use Move Description of Work: Renovation and Addition of existing building Plan Review Contact Person: - Rodney Jones Title: President Phone: 407-349-9615 Fax: 407-349-2615 Email: Rodney@Iwjonesconstruction.com Property Owner Information Name Adept Consulting Inc Phone: 407-349-9615 Street: 1922 Wingfield Dr Resident of property? City, State Zip: Longwood, FL 32732 Contractor Information Name R.W. Jones Construction, Inc. Street: 250 Owl Haven Cove City, State Zip: Name: Street: ( City, St, Zip: Geneva, FL 32732 Bonding Company: / Address: }} J Phone: 407-349-9615 Fax: 407-349-2615 State License No.: CBC1250390 litect/Engineer Information (/ / Phone: 7 U 3 i5, r 13 Y4ax: E-mail: Mortgage Lender: / 1 Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found, in the public records of this county, and there may be additional permits required from other governmental entities such as water matiagement 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value.will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. n 1 ,' Gt)a Signature of Own Agent bate Signature of Contractor/Agent Date i c1 a Print Otm r/Agent's Name Print Cow ntractor/Agent's NaWd Signature of Nota `oS f Flo(tleha Ruth Link Date Si rreof Ap f7ilEfMWa Date NOTARY PUBLIC NOTARY PUBLIC STATE OF FLORIDA STATE OF FLORIDA Comm# FF937222 Comm# FF937222 Expires 8/24/2099 s'kcE 1 Expires 8/24/2019 Owner/Agent is Personally K to Me or Contractor/Agent is 4---Personally Known to Me or Produced ID //'f'ype of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bld Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads S rk APPROVALS: ZONING: 7 7 -I t v UTILITIES: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application r JuN 2`2 zais Job Address: 904 South French Ave CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Jtt Documented Construction Value: $ / J Historic District: Yes No Parcel ID: 25-1930-512-1109-0010 Residential Commercial Type of Work: NewEl Addition AlterationEl Repair Demo Change of Use Move Description of Work: Renovation and Addition of existing building Plan Review Contact Person: Rodney Jones Title: President Phone: 407- 349-9615 Fax: 407-349-2615 Email: Rodney@rwjonesconstruction.com Property Owner Information Name Adept Consulting Inc Phone: 407-349-9615 1922 Wingfield Dr Resident ofproperty?: Street: 9City, State Zip: Longwood, FL 32732 Contractor Information Name R. W. Jones Construction, Inc. Street: 250 Owl Haven Cove City, State Zip: Geneva, FL 32732 Name: Street: City, St, Zip: Bonding Company: Address: l , Phone: 407- 349-9615 Fax: 407- 349-2615 State License No.: CBC1250390 itect/Engineer Information Phone: 7 U 7 3 t ,5 r /3G. Fax: E- mail: Mortgage Lender: Address: i WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4N%, Signature of Own Agent bate Signature of Contractor/Agent Date 144 r k— Print Own r/Agent's Name Print Contractor/Agent's Naiq UQ"QkL 4911_ (2/a I y C, Signature of Notary* C) IVCE ftieha Ruth Link Date Sii rreof IDS*iif(ddfda Date NOTARY PUBLIC }Q 0 NOTARY PUBLIC STATE OF FLORIDA dSTATE c0! Fl.CRlDA Comm# FF937222 Comm# FF937222 Expires 8I24/2099 SrE 1 Expires 8/24/2099 Owner/Agent is Personally K to Me or Contractor/Agent is Personally Known to Me or Produced ID P,'Type of ID W - Produced ID Type of 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 # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: FI . c/e-s BUILDING: Revised: June 30, 2015 Pennit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 t DATE: -/teIg PERMIT NUMBER: Isr- z— `--7 BUSINESS/PROJECT NAME: ADDRESS: 9aY X CONTACT NAME: PHONE: PLAN REVIEW INFORMATION J CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES TOTAL FEES: ` av I; t rW Building and Fire Prevention Product Approval Specification Form Permit # /F - s2fa / Project Location Address 904 S. French Ave. Sanford, FL 32736 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding Sectional Roll Up Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Siminton FL228 Awning Pass Throu h Projected Mullions Wind Breaker Dual Action Other 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 Tamko Poly Glass FI12328-R5 FL5259-R25 FL12328-R5 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 Signature Applicant's Name i/ ew j Please Print) June 2014 C®Mcheck Software Version 4.0.8.1 ' `GHTo,V r,,, Enwel® a Compliance Certific ''. ''''• GENS s 77X. N w w • ` • w Project Information 0 •'• C •'/ A 3)'. Standard EnergyCode: 0:1'.(201'"v„, •"'•., r''`• \'`` Project Title: „ s ; 904 FRENCH.AVE RENOVATIONS a Ar ,- Location: :? - Sanford, Florida Climate Zone: y r ' 2a c Project Type: - New Construction Vertical Glazing / Wall Area r, Performance Sim. Specs ;,rvEaneraWlus 81.0.009 (EPW: USA _FL_Daytona. Beach. IntI.AP.722056_TMY3.epw) Construction Site: - Owner/Agent: Designer/Contractor: 904 SOUTH FRENCH AVENUE ° ') : ERIC KEES, PE SANFORD, FL 32771 C4 ARCHITECTURE 135 W. CENTRAL BLVD SUITE 340 ORLANDO, FL 32801 407- 363-6136 p r R JI u' %• e2"2 ! EKEES@C4ARCHITECTURE. COM Building Area Floor Area 1- Office : Nonresidential 1119 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Roof 1: Attic Roof with Wood Joists, [Bldg. Use 1 - Office] 1119 0.0 30.0 0.032 0.027 NORTH Exterior Wall 1: Concrete Block:8", Partially Grouted, Cells Insulated, 330 11.0 0.0 0.063 0.151 Normal Density, Furring: Wood (c), [Bldg. Use 1 - Office] Window 1: Metal Frame:Fixed, Perf. Specs.: Product ID PG-1, SHGC 53 0.700 0.570 0. 50, VT 0.60, [Bldg. Use 1 - Office] (b) Door 1: Insulated Metal, Swinging, [Bldg. Use 1 - Office] 42 0.700, 0.700 EAST Exterior Wall 1 copy 2: Concrete Block:8", Partially Grouted, Cells 418 11.0 0.0 0.063 0.151 Insulated, Normal Density, Furring: Wood (c), [Bldg. Use 1 - Office] Window 1 copy 1: Metal Frame:Fixed, Pert. Specs.: Product ID PG-1, 53 0.700 0.570 SHGC 0.50, VT 0.60, [Bldg. Use 1 - Office] (b) Door 1 copy 1: Insulated Metal, Swinging, [Bldg. Use 1 - Office] 42 0.700 0.700 SOUTH Exterior Wall 1 copy 1: Concrete Block:8", Partially Grouted, Cells 330 11.0 0.0 0.063 0.151 Insulated, Normal Density, Furring: Wood (c), [Bldg. Use 1 -Office] WEST Exterior Wall 1 copy 3: Concrete Block:8", Partially Grouted, Cells 418 11.0 0.0 0.063 0.151 Insulated, Normal Density, Furring: Wood (c), [Bldg. Use 1 - Office] Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21/18 Data filename: Q:\18018\dwgs\meth\CALCS\18018 ComCheck.cck Page 1 of 19 Bud9etU-factors are used for software baseline calculations ONLY, and are not code requirements. b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. c)'CMU insulated cells must be.filled with a material having a maximum thermal conductivity of 0.44 Btu in.th-ft2-degrees F. Pedite, vermiculite, polystyrene beads, or spray foam as defined in ASHRAE 2009 Handbook of Fundamentals meet this requirement. Other materials require documentation of thermal conductivity. ti I Envelope Compliance Statement Compliance Statement ;The proposed envelope design represented in this d*a ar s SgPSJstefi jth' he building plans, specifications, and other calculations submitted with this permit applications propo' `ve'Ioper ste s have been designed,to meet the 90:_1 (2013) Standard requirements in CO Mcheck Ver.Diorr Q!$yl tht8 hiplyQ4ith'Any applicable mandatory' :rOuir,:em'ents listed in the Inspection Checklist. (S% Ri o. 77300 Gf_. 1 T_ m Name - Title gn ure 0 F ate; f . A • w A • 1 Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21/18 Data filename: Q:\18018\dwgs\meth\CALCS\18018 ComCheck.cck Page 2 of 19 COMcheck Software Version 4.0.8.1 Interior Lighting Compliance Certificate Project Information Energy Code: 90.1 (2013) Standard Project Title: 904-FRENCH AVE RENOVATIONS Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 904 SOUTH FRENCH AVENUE ERIC KEES, PE SANFORD, FL 32771 C4 ARCHITECTURE 135 W. CENTRAL BLVD SUITE 340 ORLANDO, FL 32801 407-363-6136 EKEES@C4ARCHITECTURE.COM Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Wafts ft2) Wafts / ft2 (B X C) 1-Office 1119 0.82 918 Total Allowed Watts = 918 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Waft. I -Office LED 1: LED PAR 12W: 1 21 21 441 Total Proposed Watts = 441 Interior Lighting Compliance Statement ,`"HTo rr,, Compliance Statement: The proposed interior lighting design represented in this d c ) Tt s' r} v i e building plans, specifications, and other calculations submitted with this permit application. The ptep dlnl 'siy iwhave been designed to meet the 90.1 (2013) Standard requirements in COMcheck Version 4.8. pad tN&.rn?lu,yv h at p'i«cable mandatory requirements listed in the Inspection Checklist. /3 a E ,t 8 Name - Title DatW 3 I 'aa n •• ,*'• p,4 Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21/18 Data filename: Q:\18018\dwgs\mech\CALCS\18018 ComCheck.cck Page 3 of 19 COMcheck Software Version 4.0.8.1 Exterior Lighting Compliance Certificate Project Information Energy Code: 90.1 (2013) Standard Project Title: 904 FRENCH AVE RENOVATIONS Project Type: New Construction Exterior Lighting Zone 2 (Light industrial area with limited nighttime use) Construction Site: Owner/Agent: Designer/Contractor: 904 SOUTH FRENCH AVENUE ERIC KEES, PE SANFORD, FL 32771 C4 ARCHITECTURE 135 W. CENTRAL BLVD SUITE 340 ORLANDO, FL 32801 407-363-6136 EKEES@C4ARCHITECTURE.COM Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts / Unit Wattage B X C) Illuminated length of facade wall or surface 105 ft 2.5 No 262 Total Tradable Watts (a) = 0 Total Allowed Watts = 262 Total Allowed Supplemental Watts (b) = 600 a) Wattage tradeoffs are only allowed between tradable areas/surfaces. b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. LED 1: LED A Lamp T2W 1 7 32 224 Total Tradable Proposed Watts = 0 Exterior Lighting Compliance Statement, ti eA,^ tI I1''I/ n Compliance Statement: The proposed,exteoFlighting design represented in tF iZ`do ajdtaVeiT ?` Ni i1 ,vith the building plans, n specifications,'and 'other calculations'submitted with this permit application. T.Qe r}`Oposed'ktastior hi ,,rnc,fsystems have been designed to meet the 90.1`(2013) Standard; requirements in COMcheck Versigll 4`Y'8• bJ(& * '• ` h iy applicable mandatory requirements listed in_the'Inspection Checklist. 0.77300 T 1 Name -Title T' t ure . D STATE F PEW 4• tt0111t e Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21/18 Data filename: Q:\18018\dwgs\meth\CALCS\18018 ComCheck.cck Page 4 of 19 COMcheck Software Version 4.0.8.1 Mechanical Compliance Certificate Project Information Energy Code: 90.1 (2013) Standard Project Title: 904 FRENCH AVE RENOVATIONS Location: Sanford, Florida Climate Zone: 2a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 904 SOUTH FRENCH AVENUE ERIC KEES, PE SANFORD, FL 32771 C4 ARCHITECTURE 135 W. CENTRAL BLVD SUITE 340 ORLANDO, FL 32801 407-363-6136 EKEES@C4ARCHITECTURE.COM Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Single Zone): Heating: 1 each - Central Furnace, Electric, Capacity = 17060 kBtu/h No minimum efficiency requirement applies Cooling: 1 each - Single Package DX Unit, Capacity = 35620 kBtu/h, Evaporatively Cooled Condenser, Air Economizer Proposed Efficiency = 13.00 EER, Required Efficiency: 11.70 EER + 11.9 IEER Fan System: None 2 Water Heater 2: Electric Instantaneous Water Heater, Capacity: 0 gallons w/ Heat Trace Tape Installed No minimum efficiency requirement applies Mechanical Compliance Statement t'eltil i ll f11lt,/01 Compliance Statement: The proposed mechanical design represented in this doc n i i4t,T jl jthr ly1 building plans, specifications, and other calculations submitted with this permit application. T? Q,4 wtBtTtd*al e6s have been designed to meet the 90.1 (2013) Standard requirements in COMcheck Versio1nd($X'r it j pplicable mandatory requirements listed in the Inspection Checklist. V; .• CC'' '. N No. 773Q0 i Name -Title ture -p FL Doe 0' •. wORtDP•'' OFfti1li! Project Title: 904 FRENCH AVE RENOVATIONS Data filename: Q:\18018\dwgs\mech\CALCS\18018 ComCheck.cck Report date: 06/21/18 Page 5 of 19 i CoMchecl+~ Software Version 4.0.8.1 Inspection Checklist Energy Code: 90.1 (2013) Standard Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 4.2.2, Plans and/or specifications provide all 5.4.3.1.1, information with which compliance 5.7 ;can be determined for the building PR111 ;envelope and document where exceptions to the standard are claimed. 4.2.2, 6.4.4.2.1, 6.7.2 PR2]1 4.2.2, 7.7.1, 10.4.2 PR3]1 Plans, specifications, and/or calculations provide all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. Plans, specifications, and/or calculations provide all information with which compliance can be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. Plans, specifications, and/or calculations provide all information with which compliance can be determined for the electrical ,systems l and equipme-,nt and.document where liexceptions are,claimed. Feeder connectors sized in accordance with ,1 approved,-plansand,branch arcwts '- sized-for.maximum1drop of3%:, ._ Complies Requirement will be met. Does Not Not Observable i Not Applicable j Complies ; Requirement will be met. Does Not Not Observable Not Applicable Complies ;Requirement will be met. Does Not Not Observable Not Applicable Complies ;Requirement will be met. Does Not Not Observable Not Applicable 4.2.2, Plans; spec fications;`.and%or•' ?UComplies . Requirement will be met. 9.4.3, 9.7 :calculations°provide all information?Does Not PR4]1 ;with, -which compl ancefcan be 'Not ObservabledeterminedfprtheJnterioefighting" and electrical"systems and, equipment'" Not Applicable and document where ezceptions.to.-- the star4ard-are,clai1..ed. InforZmation provided should include„ Interor. i, , lighting power calculations„wattage of bulbs and ballasts, transformers and control devices. 1 JHigh Impact (Tier 1) 2 Medium Impact (Tier 2) =3:< Low Impact (Tier 3) Project Title: 904 FRENCH AVE RENOVATIONS Data filename: Q:\18018\dwgs\meth\CALCS\18018 ComCheck.cck Report date: 06/21/18 Page 6 of 19 Additional Comments/Assumptions: 111 High Impact (Tier 1) '2' 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21/18 Data filename: Q:\18018\dwgs\mech\CALCS\18018 ComCheck.cck Page 7 of 19 Section Footin` /Foundation9 Plans Ner fied -. Field Verifi;etl'" Complies? Comments/Assumptions Inspection Value Value . Req.ID 5.5.3.3 i Below -grade wall insulation R- R- R- !Complies" ;See the Envelope Assemblies f01]2 value. Does Not ;table for values. a Not Observable 3 Not Applicable 5'.5.3.5 4Slab edge insulation R-value. R- R- ;Complies ;See the Envelope Assemblies 1:03]2 Unheated Unheated ;Does Not ;table for values. Heated Heated ;Not Observable Not Applicable h Slab edge insulation ft ft ;Complies ;See the Envelope Assemblies f05]2 depth/length. T Does Not ;table for values. Not Observable 5.8.1.7 F06]1 Exterior insulation protected against damage, sunlight, Not Applicable i9' Complies ; Requirement will be met. 4' `, g F ak g Does Not moisture, wind, landscaping and ff - Not Observable , equipment maintenanceW activities. a, i Not Applicable 5.8.1.7.3 F07]1 Insulation in contact with the ground has <=0.3%water 1 i Complies ;Requirement will be met. 6 x, rr Does Not absorption rate per ASTM C272 as IN Not Observable Not Applicable o e+ . 0, roar• ., 6.4.3.7 Freeze protection and snow/ice p"--aft Complies :Requirement will be met. FO9]3 melting system sensors for future G" Does Not connection to controls. Not Observable ; Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21/18 Data filename: Q:\18018\dwgs\meth\CALCS\18018 ComCheck.cck Page 8 of 19 5i4 3 2 ;Factory -built and site -assembled +e Complies ;Requirement will be met. FRl]3 •fenestration and doors are `.Does Not labeled or certified as meeting air leakage requirements. ii i = Not Observable t M, Not Applicable 5.5.4.3a ;Vertical fenestration U-Factor. ; U- U- ;Complies ;See the Envelope Assemblies FR8]1 ;Does Not ;table for values. Not Observable Not Applicable 5.5.4.3b :Skylight fenestration U-Factor. U- U- ;Complies ;See the Envelope Assemblies FR9]1 ;Does Not ;table for values. Not Observable , Not Applicable 5.5.4.4.1 ;Vertical fenestration SHGC value. ; SHGC: SHGC: Complies ;See the Envelope Assemblies FR10]1 'Does Not ;table for values. I Not Observable , Not Applicable 5.5.4.4.2 ' Skylight SHGC value. SHGC: SHGC: ;Complies ;See the Envelope Assemblies FR11]1 ,Does Not ,table for values. Not Observable Not Applicable r 5"8 2 1 Fenestration products rated (U Complies ;Requirement will be met. 58 2 3 sfactor, SHGC, and VT) in Does Not 5"8 2 4 ;accordance with NFRC or energy Not Observable 5`8 2 5 ;code defaults are used. << F,R13 Not Applicable s i 5. 8.2.2 ,Fenestration and door products . ' Complies ;Requirement will be met. FR13] 1 are labeled, or a signed and „ Does Not , dated certificate listing the U- a i factor, SHGC, VT, and air leakage Observable ; I rate has been provided by the -ya + []Not Applicable manufacturer. U- factor of opaque doors U- I U- ;Complies ;See the Envelope Assemblies FR414] 2 ]associated with the building Swinging Swinging ,Does Not ,table for values. c jthermal envelope meets Nonswinging Nonswinging ,Not Observable requirements. , Not Applicable F 5. 4.3.1 ;Continuous air barrier is Complies :Requirement will be met. FR15] 1 wrapped, sealed, caulked, Does Not gasketed, and/or taped in an a ' approved manner, except in^E Not Observable ; semiheated spaces in climate []Not Applicable l. zones 1-6. Additional Comments/Assumptions: 1 lHigh Impact (Tier 1) 2; Medium Impact (Tier 2) Low Impact (Tier 3) Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21/18 Data filename: Q:\18018\dwgs\mech\CALCS\18018 ComCheck.cck Page 9 of 19 7.4.4.2 Automatic time switches installed to LJComplies Requirement will be met. PL3)' automatically switch off the Does Not recirculating hot-water system or heat trace. Not Observable Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2,y Medium Impact (Tier 2) 3.] Low Impact (Tier 3) Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21/18 Data filename: Q:\18018\dwgs\mech\CALCS\18018 ComCheck.cck Page 10 of 19 Section;•< Mechanical Rough-In P1ans,Verified .` 4 Field Verified Comphes •; Comments/Assumptions Inspection:. Req.ID Value Value.' 4.1.4, HVAC equipment efficiency Efficiency: Efficiency: ;Complies ;See the Mechanical Systems list 6.4.1.5 verified. Non-NAECA HVAC Does Not ;for values. ME1equipment labeled as meeting bNot Observable 1 u ,, ] 90.1. Not Applicable 6. 4.3.4.1 .; Stair and elevator shaft vents Complies :Requirement will be met. ME3] 3 [have motorized dampers that Does Not automatically close. k Not Observable Not Applicable 6z4 3'.4.5' s Enclosed arkin ara a ME39] 3 " 'ventilation has automatic Com lies ; ;Requirement will be met. 1 :: Does Not contaminant detection and Not Observable capacity to stage or modulate s _ Not Applicable fansto50% or less of design capacity. 6: 4 3 4.4; 'Ventilation fans >0.75 h have: Com lies :Requirement will be met. ME5] 3 automatic controls to shut off fan []Does Not when not required. w Not Observable ; Not Applicable 6. 4.3.8 ; Demand control ventilation ME6] 1 provided for spaces >500 ft2 and 25 ft2 occupant Complies : Requirement will be met. Does Not people/ 1000 Not Observable ; densityandservedbysystems- Not Applicable withairsideeconomizer, auto modulating outside air damper` 14F control, or design airflow >3,000 cfm . P , 65 3 2 1 IDX ME40]", cooling systems >= 75 kBtu/h 65 kBtu/h effective 1/2016) a ' Complies ; Requirement will be met. x, i N °: [] Does Not N the Mechanical Systems list andchilled -water and evaporative cooling fan motor hp See I Not Observable ; for values. Not 1/a designed to vary indoor Applicable fan airflow as a function of load comply with operational andel, 4 reuirements. as sN k, .,a Insulation exposed to weather Complies ;Requirement will be met. x Does ME7]3 .; protected from damage. Not Insulation outside of the conditioned Not Observable ; space and associated Not Applicable withcoolingsystemsisvapor retardant. 6 4 4 1 2``1HVAC ducts and plenums R R ;Complies ;Requirement will be met. ME8] 2 'insulated. Where ducts or F ;Does Not plenums are installed in or under 3a slab, verification may need to occur during Foundation Not Observable ; Not Applicable Inspection. HVAC piping insulation thickness. in. in. ;Complies ;Requirement will be met. ME9) 2 '`:' Where piping is installed in or Does Not under a slab, verification may Not Observable ; need to occur during Foundation Not Applicable Inspection. 6. 4.4.1.4 ;Thermally ineffective panel I ' b aa e Complies ;Requirement will be met. Does ME41]3. surfaces of sensible heating panels have insulation >= R-3 5 Not Not Observable Not Applicable 6 4.4.2.1 ; Ducts and plenums sealed based ME10] 2 Jon static pressure and location x . „ . ' Complies ;Requirement will be met. Does Not b°N n i Not Observable ; Not Applicable 1 lHigh Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21/18 Data filename: Q:\18018\dwgs\meth\CALCS\18018 ComCheck.cck Page 11 of 19 Section Mechanical Rou -inq Plans Verifiedl': Field Verif J, d Compl'ies? Comments/Assumptions Req.ID Inspection Value Value° 6.4.4.2.2 Ductwork o eratin >3 in. waterpoperating column leakage complies :Requirement will be met. DoesMEll]3 requires air Not testing. r # 7 , a [] Not Observable , Not Applicable 6.5.2.3 ME19]3 Dehumidification controls. provided to prevent reheating b Com lies ;Requirement will be met. p Does Not retooling, mixing of hot and cold Not Observable airstreams or concurrent heating Not Applicableandcoolingofthesameaj a airstream.in 6.5.2.4.1 ME68]3 Humidifiers with airstream mounted preheating jackets have` preheat auto -shutoff value set toter. Complies ;Requirement will be met. Does Not activate when humidification is Not Observable , not required. fiY „ ' ---- Not Applicable 6.5:2.4.2 ME69]3 Humidification system dispersion tube hot surfaces in the tx r Complies ;Requirement will be met. Does NotWoairstreamsofductsorair-_ handling units insulated >= R 0.5. Not Observable Not Applicable 6.5.2.5 Preheat coils controlled to stop Complies ;Requirement will be met. ME70.1 3 heat output wheneverp pan t; Does Not mechanical cooling, including 11 Not Observable ; r, economizer operation, is active J Not Applicable 6.5.3.3 ME42]3 Multiple zone VAV systems with DDC of individual zone boxesrN:T- zr - = Complies ; Requirement will be met. a Does Not have s: See the Mechanical Systems liststaticpressuresetpoint reset controls. Not Observable ; for values. a 01r' Not Applicable 6. 5.4.2 ME25] 3 I HVAC pumping systems >10 hp designed for variable fluid flow Complies ; Requirement will be met. is t_ Does Not j Not Observable a- Not Applicable 6. 5.6.1 ME56] 1 Exhaust air energy recovery on systems meeting Tables 6.5.6 1„ y j a i' k q ,, Complies ; Requirement will be met. y '' M"_ " - a ii'r Does Not 1, and 6.5.6.1-2. Not Observable Not Applicable 6. 5.7.1.1, ME32] 2 .{{make Kitchen hoods >5,000 cfm have up air >=50% of exhaust plies ; Requirement will be met. x ' „ComE]Does Not air vol ume.:R Not Observable NotAT l []Not Applicable 6.5. 7.1.5 Approved field test used to El Complies ;Requirement will be met. Does ME49] 3evaluatedesignairflowrates!" and demonstrate proper capture kitchen Not Not Observable ; and containment of exhaust systems. r Not Applicable Ai, ,.aq _..y.d 6:5. 8:1 ` ` ME34] unenclosed spaces that are heated use only radiant heat. Complies ;Requirement will be met. Does Not r9%r Not Observable ' Not Applicable 6.5. 9 ME35]1 Hot gas bypass limited to: <=240' 4a ii ' Complies Requirement will be met. kBtu/h - 15% >240 kBtu/h - 10% i '_ []Does Not Not Observable 511 Not Applicable High Impact ( Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21/18 Data filename: Q:\18018\dwgs\meth\CALCS\18018 ComCheck.cck Page 12 of 19 Vl&h ihka 'ougn F '`&Ve'rifie4;""' PlansVerified— ies' 6 m" "m e nisi isurnp ions. Inspection Req. Va I D ValueiU 6" 7. 4,2 Service water heating equipment ElComplies 0Does meetsefficiencyrequirements. Not Not Observable E] Not Applicable 6 4,1`9 ,, Heating for vestibules and air include ElComplies : Requirement will be met. E] Does ME63]2?',A curtains automatic Not controls that shut off the heating system when outdoor air ElNot Observable temperatures > 45F. Vestibule Notpplicable heating systems controlled'by a thermostat in the vestibule with 60F. setpoint <= 6. 5. 10: Doors separating conditioned M : space from the outdoors have conro tIs that disable/reset ElComplies ; Requirement will be met. E] Does Not heating and cooling system when Not Observable open. ONot Applicable Additional Comments/Assumptions: I I High Impact (Tier 1) 2-] Medium Impact (Tier 2) Low Impact (Tier 3) Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21/18 Data filename: Q:\18018\dwgs\mech\CALCS\18018 ComCheck.cck Page 13 of 19 Section Rough -In Electrical Inspection Complies? Comments m /Assuptions l_ - Req.ID 8.4.2: - At least 50% of all 125 volt 15- and Complies Requirement will be met. L10]z 20-Amp receptacles are controlled by T Does Not an automatic control device. nNot Observable , Not Applicable 9 4 1J Automatic control requirements EL1J2""'°,)prescribed in Table 9.6.1, for the Does Complies Requirement will be met. Not appropriate space type, are installed. Not Observable Mandatory lighting controls (labeled as'REQ') and optional choice controls Not Applicable labeled as'ADDI' and'ADD2') are implemented. 9.4.1.1" Independent lighting controls installed Complies ;,Requirement will be met. EL2]2, i per approved lighting plans and all Does Not ; manual controls readily accessible and;Not to occupants. Observable; visible Not Applicable ; 9.4.1,.2 Parking garage lighting is equipped Complies ;Exception: Requirement does not apply. EL11]2 with required lighting controls and Does Not ; daylight transition zone lighting. Not Observable: i Not Applicable 9.4.1.1f Daylight areas under skylights and Complies ;Exception: Requirement does not apply. EL13]1 roof monitors that have more than Does Not 150 W combined input power for general lighting are controlled by Not Observable: photocontrols. t Not Applicable 9 4 L4 Automatic lighting controls for exterior;Complies Requirement will be met. EL31? lighting installed. Does Not Not Observable: Not Applicable 9.4.1.3 Separate lighting control devices for Complies ;Requirement will be met. EL4]1 specific uses installed per approved Does Not lighting plans. Not Observable; j Not Applicable 9.6.2 Additional interior lighting power Complies ;Requirement will be met. EL8]1 allowed for special functions per the Does Not approved lighting plans and is Not Observable; automatically controlled and separated from general lighting. Not Applicable 10.4.1 Electric motors meet requirements Complies ;Requirement will be met. EL9j? where applicable. Does Not l Not Observable ONot Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 12,1 Medium Impact (Tier 2) 111 Low Impact (Tier 3) Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21/18 Data filename: Q:\18018\dwgs\mech\CALCS\18018 ComCheck.cck Page 14 of 19 suUtion Ipectior PlansVerifietl 1.6 ONdeffl1ea c6nments/AssumptionsVaIueV6146 5.5.3.1 Roof R-value. For some ceiling R- R- ,Complies ;,See the Envelope Assemblies IN211 i systems, verification may need to: E] Above deck E] Above deck :E]Does Not :table for values. occur during Framing Inspection. E] Metal E] Metal :[]Not Observable Attic E] AtticE] :E]Not Applicable 5.8.1.2, 5.8.1.3 Roof insulation installed per manufacturer's instructions. ElComplies :Requirement will be met. ElDoes Not IN3]1 Blown or poured loose -fill insulation is installed only where i s ONot Observable ONot Applicabletheroofslopeis <=3 in 12. 5.5.3.2 Above -grade wall insulation R- R- R- Tkomplies ;,See the Envelope Assemblies IN6]1 value. E] mass Mass :E]Does Not ;table for values. J Metal E] Metal :[]Not Observable E] Steel Steel :E]Not Applicable E] Wood E] Wood 5.8.1.2 IN7]1 Above -grade wall insulation installed per manufacturer's instructions. ElComplies :Requirement will be met. 0Does NotT EINot Observable 1 EINot Applicable 3., 4 ]Floor insulation R-value. R- See the Envelope Assemblies IN8]. 2 0 mass E] Mass :C:]Does Not table for values. Steel E] Steel f]Not Observable Wood E] WoodE] thot Applicable 5.8.1.1 IN10]2, gBuilding envelope insulation is labeled with R-value or insulation OComplies ;Requirement will be met. 0Does Not certificate has been provided listing R-value and other relevant Not Observable EINot Applicabledata. 58.1'.9' .,ABuilding envelope insulation ElComplies ;Requirement will be met. iN18]2 extends over the full area of the ElDoes Not component at the proposed rated R or U value. Not Observable EINot Applicable Eaves are baffled to deflect air to omp es;Requirement will be met. above the insulation. DDoes Not E]Not Observable XR, FINnt Applicable 5A.1.5 UN1212 Insulation is installed in substantial contact with the Complies :Requirement will be met. ElDoes Not inside surface separating EINot Observableconditionedspacefrom EINot Apunconditionalspace. plicable 5.8.1-.6 111ecessed equipment installed in IIN1312 building envelope assemblies does the ElComplies ;Requirement will be met. LJDoes Not J not compress adjacent insulation. Not Observable 0Not Applicable 5'.8.1.1.1 IN15 JAttics and mechanical rooms have insulation protected where 7 ElComplies Requirement will be met. DDoes Not I adjacent to attic or equipment access. 0Not Observable 0Not Applicable 111 High impact (Tier 1) 1.2 -IMedium Impact (Tier2) 3 1 Low Impact (Tier 3)____] Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21118 Data filename: Q:\18018\dwgs\mech\CALCS\18018 ComCheck.cck Page 15 of 19 Section' Req.ID insulation Inspection Plans Verified ,= Ualue Field Verified Complies? Value Comments/Assumptions 5:8.1.7.2 Foundation vents do not interfere Complies I Requirement will be met. DoesIN16]2 with insulation. a6Not Not Observable ita u r' 11 a []Not Applicable x=. 5. 8.1.8 Insulation intended to meet the P fig' V, CompliesRequirement will be met. IN17] 3 roof insulation requirements cannot be installed top a n Does Not on of suspended ceiling. Mark this 1 if Not Observable Not Applicable ; requirement compliant insulation is installed accordingly. Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21/18 Data filename: Q:\18018\dwgs\mech\CALCS\18018 ComCheck.cck Page 16 of 19 5.4.3.3 Weatherseals installed on all loading Complies :Exception: Requirement does not apply. FI1]1 'dock cargo doors in Climate Zones 4- "Does Not 8' Not Observable Not Applicable 6; 4 3 1 2> ;;Thermostatic controls have a 5 °F Complies ;Requirement will be met. deadband. i Does Not Not Observable Not Applicable 6 4 3 2 =r ;Temperature controls have setpoint Complies Requirement will be met. FI20]3 ;overlap restrictions. i Does Not Not Observable Not Applicable 6 4 3 3 1"';HVAC systems equipped with at least Complies !Requirement will be met. FI21]3 one automatic shutdown control. Does Not i Not Observable Not Applicable 6 4 332% ;Setback controls allow automatic Complies Requirement will be met. FI2213 'restart and temporary operation as Does Not required for maintenance. Not Observable Not Applicable 6i 4 3 6 ,When humidification and Complies Requirement will be met. FI613 ' `+idehumidification are provided to a Does Not zone, simultaneous operation is Not Observable' prohibited. Humidity control prohibits ApplicabletheuseoffossilfuelorelectricitytoNot produce RH > 30% in the warmest zone humidified and RH < 60% in the coldest zone dehumidified. Furnished HVAC as -built drawings Complies Requirement will be met. F17]3 submitted within 90 days of system Does Not acceptance. Not Observable Not Applicable Furnished 0&M manuals for HVAC Complies ;Requirement will be met. FI8]3 systems within 90 days of system Does Not acceptance. Not Observable ; Not Applicable 6.7.2.3 1An air and/or hydronic system Complies Requirement will be met. FI911 balancing report is provided for HVAC Does Not systems serving zones >5,000 ft2 of I Not Observableconditionedarea. Not Applicable 6.7.2.4 ; HVAC control systems have been I Complies Requirement will be met. FI10]1 Itested to ensure proper operation, EDoes Not calibration and adjustment of controls. Not Observable Not Applicable 7 4 4'3. - Public lavatory faucet water Complies : Requirement will be met. FI11]3 )temperature <=110°F. Does Not Not Observable' y Not Applicable 8 7 1 Furnished as -built drawings for Complies i Requirement will be met. FI16]3 ;Gelectric power systems within 30 days Does Not of system acceptance. i Not Observable; Not Applicable 1 lHigh Impact (Tier 1) Medium Impact (Tier 2) 3. Low Impact (Tier 3) Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21/18 Data filename: Q:\18018\dwgs\mech\CALCS\18018 ComCheck.cck Page 17 of 19 8.7.2 FI17]3 Furnished O&M instructions for systems and equipment to the building owner or designated representative. s Complies Requirement will be met. T Does Not Not Observable Not Applicable 9.2.2.3 Interior installed lamp and fixture i Complies see the Interior Lighting fixture schedule for values. F[18]1 lighting power is consistent with what Does Not its shown on the approved lighting Observable' plans, demonstrating proposed watts f Not ApplicablearelessthanorequaltoallowedNot watts. t 9.4.2 Exterior lighting power is consistent Complies See the Exterior Lighting fixture schedule for values. FI19]1 with what is shown on the approved Does Not lighting plans, demonstrating Not Observable proposed watts are less than or equal Not Applicabletoallowedwatts. Elevators are designed with the Complies Requirement will be met. FI24]2 ; "'proper lighting, ventilation power, and :Does Not standby mode. a; Not Observable, Not Applicable z 7 4 3 a First 8 ft of outlet piping is insulated Complies Requirement will be met. FI45]2 Does Not Not Observable' Not Applicable j 7 4 3 All heat traced or externally heated Complies Requirement will be met. FI4612 ,piping insulated Does Not Not Observable j Not Applicable Additional Comments/Assumptions: 1 lHigh Impact (Tier 1) 2 Medium Impact (Tier 2) 3: Low Impact (Tier 3) Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21/18 Data filename: Q:\18018\dwgs\mech\CALCS\18018 ComCheck.cck Page 18 of 19 Project Title: 904 FRENCH AVE RENOVATIONS Report date: 06/21/18 Data filename: Q:\18018\dwgs\mech\CALCS\18018 ComCheck.cck Page 19 of 19 ELI Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. PERMIT # l F- QF12- RE: 744509 - RW Jones Construction - 904 French Ave. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL.33610-4115 Customer Info: RW Jones Construction Project Name: Office Model: Addition / Renovation Lot/Block: Subdivision: Address: 904 French Ave. City: Sanford State: Fl. Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: T.S. Chehal License #: 0040748 Address: 531 S. S.R. 434 City: Altamonte Springs State: Florida General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 139 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 1 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T13797400 1 SFT 4/17/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by American Builders Supply, Inc.. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 1111I N i G•ENS 6fl 8 2 • O • STATE OF f O R1• • G 1O N Ak-,, %%%% 1111111111 Joaquin Ve z PE No.68182rrekUSA, Inc. FL Cert 6634 04 Parke ast Blvd. Tampa FL 33610 J April 17,2018 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply RW Jones Construction - 904 French Ave. T13797400 744509 SFT MONOPITCH 20 1 Job Reference o tional American Builders Supply, Sanford, FL 32771 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 17 06:57:01 2018 Page 1 ID:wlrtM2MUhOiCPopmvoOTtMzQ9_?-gOFKRl2o1 u_cP6HMnVAOsg5ulVynpXgE9hP8m?zPuFm 0-1-8 7-5-7 14-7-6 21-7-5 29-2-12 01-8 7-3-15 7-1-15 6-11-15 7-7-7 3x4 = 3x4 = 4 17 Scale = 1:51.3 0.41 12 3x4 = 3x6 = 6x6 5 18 6 5x8 = 3x4 = 5x10 MT20HS = 3x4 = 6x6 = 1.5x8 STP= 9-11-1 29-2-1 9-11-1 1_- 9-4-9 19-11-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.45 8-10 763 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.95 8-10' 365 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Wind(LL) 0.54 8-10 647 240 Weight: 139lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 1-11: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 11=1155/0-7-4, 13=1130/0-3-0 Max Horz 11=97(LC 12) Max Uplift 11=-439(LC 8), 13=-437(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row atmidpf 5-7 2 Rows at 1/3 pts 2-11 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 323/126, 2-4=-4307/1585, 4-5=-3685/1346, 5-6=-294/92, 7-12=-302/929, 6-12=-302/929 BOT CHORD 10-11=-1657/3933, 8-10=-1850/4490, 7-8=-1283/3113 WEBS 2-11=-3706/1555, 2-10=01606, 4-10=-208/32114-8=-877/524, 5-8=-109/819, 5- 7=-2947/1240, 6-13= 1153/456 NOTES- 1) Wind: ASCE 7-10; Vult=139n1ph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=o.18; MW FRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 28-9-8 zone; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 439 lb uplift at joint 11 and 437 lb uplift at joint 13. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 17,2018 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE - Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and muss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from inns Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols Numbering System General Safety (Votes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y4offsetsareindicated. 6-4-8 dimensions shown in ff-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing, is always required. See BCSI. 1 Cl -2 c2-3 2. Truss bracing must be designed by an engineer. For 0- /l4r WEBS oar 4 wide truss spacing, individual lateral braces themselves 0 C 0 may require bracing, or alternative Tor 1 bracing should be considered. q , b = 3. Never exceed the design loading shown and never inadequately braced trusses. v O stack materials on 00 a. 00 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c7-8 c6-7 c56 BOTTOM CHORDS designer, erection supervisor, property owner and all other interested parties. plates 0-1/1b' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane atjoint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted. moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted. this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-131 1, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11, Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12, Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design, if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings supports) occur. Icons vary but 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer, reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. am 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1 : National Design Specification for Metal 101 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. 0 BCSI: Building Component Safety Information, M!Te,k 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality criteria. Installing & Bracing of Metal Plate Connected Wood Trusses, IMiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 BOUNDARY SURVEY LEGAL DESCRIPTION: LOTS 1, 2 AND 3, BLOCK 11, TIER 9, A.C. MARTIN'S ADDITION TO THE TOWN OF SANFORD, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 98, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. CERTIFIEDTO: RICK STARR 60' Right -of -Way) 9th Street Asphalt Road)------------ iHO 3H0 3H0 3 r ce re3H0 3HO pp3t L1 N O L3 L2 0 d ° ° Om 21EI e« a Jg16 o - 2 d° a ° d ° Lot 1 mJ LLZI cz0 d° Block 11 C LL , 44 Asphalt v qqq16 0. 5' Cone. cu ° ° p Concrete o ( TYPO d Lot 6 ° ° d Block 11 d Asphalt d d I d ° I a d° I d O d O m Lot 7 Block 11 W w WM C:) p O a O I y m O O a Q v O Z I ° Z I ° d PP I° I Lot 8 Block 11 I I o a 1 0 I Z! YLL1o 0 f LLZ d Concrete d I Lot 9 Block 11 I ° ° 1 L1 S 90°00'00" E 117.00'(D) S 89°54'21" E 117.01'(M) L2 S 90°00'00" E 14.00'(D) S 88°46'43" E 14.03'(M) d °° Concrete d d ° ° 55. 1 W G d ° Lot 3 a d °° a Q One Story Block 11 d Block..Y a Asphalt ° 6.3. d ° :::Building ° Broken ul N ........... - Asphalt a° d ° It:'::'::'::::... 1!d ° 6. 2' d d V' 3. 0' ° 45. 8'O or N 89°53'36" W 117.05'(M) :':::::::: Adjacent I N90°00'00" W 117.00'(D) :::::::::............ Lot4::::::::::::::::::::::::::....................... Block 11......:::::..I...............::......: L3 S 90°00'00" E 117.00'(D) S 89°56'48" E 117.11'(M) L4 S 00°00'00" W 107.00'(D) S 00*01'15" W 106.98'(M) J , f. 900 S FRENCH AVENUE SANFORD, FLORIDA 32771 Fnd. PK Nail In Concrete) N L4, W E 1 Fnd. 12' Iron Pipe No Identification) I Block Comer On Lot 5, Block 11 S Graphic Scale 0' 1536 60' Scale: 1 "= 30' Field Date: 5/24/2017 Date Completed: 5/25/2017 p NOTES- Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject to any Easements and/or Restrictions of Record. I hereby Certify trial lnis Boundary Survey W the above Described Property is True and Correct to the Best of my Knowledge and Belief as recently Surveyed under my Direction on the Date Shown, Based on Information fumishedtoMe as Noted and Conforms to the Standards of Practice for Land Surveying in the State of Florida in accordance with Chapter 5U-17.052Florida Drawn By: G.S. File Number.IS-37604 Legend- Bearingbasis shown hereon, isAssumed and Based upon the Line Denoted with a"BB". AdAdministrative Codes, Pursuant t lion 472 27 Florida Statutes. C Calculated Canted PC - Point of Curvature Building Ties are NOT to be used to reconstruct Property Lines - SB ne Concrete Block Pg. -Page Fence Ownership Is NOT determined. q qy PI - Point of IntersectionRoofOverhangs, Underground Utilities and/or Footers have NOT been located UNLESS QY' G Rit CM Concrete Monument P. O.B.- Point of Beginning otherwise noted. i FOR Conc. Concrete P.O. L. - Point on Line SepticTanksand/orDrainfieldlocationsareapproximateandMUSTbeverifiedby N NO.6 THE DDE Description Drainage Easement PP Power Pole PRM - Permanent Reference appropriate Utility Location Companies. UseofThisSurveyforPurposesotherthanlntended,Without Written Verification, Will be FIRM P'6637 Patrick K. Irelan - F<ortoP.. LB 7623 EsmL Easement F.E.M.A.- Federal Emergency Monument PT PofntofTangency attheUser' sSoleRiskandWithou[ LiabilitytotheSurveyor.NothingHereonshallbe This Survey isintende Y pr use of Said Certified Parties. Management Agency R Radius Construed to give ANY Rights or Benefits to Anyone Other than those Certified. TI11S Survey NOT VALID UN'and ERIhQSSed `Mth Surveyors Seal. FFE Finished Floor Elevation Found Pipe Red. - Radial R& C Rebar&Cap POINTS OF INTEREST- NONE VISIBLE heland & Associates S'neytir>,g, Inc, IP IP L IronLength (Arc) Rec. - Recovered Rfd. - Roofed M Measured Set Set Y" Rebar & LB 1301 S. International Parkway Suite 2001 N&D N.R. Nail & Disk Non -Radial Reber Cap 76n' Typ. - Typical Lake Mary, Florida 32746 ORB Official Records Book UL Utility Easement www.irelandsurveying.com P P.B. PiatPlat Book WM Water Meter A Delta (Central Angle) Office-407.678.3366 FaX407.320.8165 Wood Fence 0- - Chain Link Fence N 00°00'51" E 15637'(M) qI VC' I r 14' Platted Alleyway m Asphalt Alley Fri oX° x X X X-X—X x X D C 1 o o D 71i F- zX N D m w (nn DCoz j cn X °° cn n n X ?' o c 1 I J D mr m m uj o D X D 26' D m m o mD mn r-n P OP. SIDEWALK a ----------- ----- z ^ 10'x10'OHD > 47.4' rj' IfTI G7 ^ Ox o D --- 5' -1 2 p p 1'0 10 o m V odZ oo p IJ cT o < I OJ to Q (D J zz _ -I ITI `D CO 0 10' x 10' 0 H D 37'-6" cn - O C7 m ° ° ° • t7 O `D D ul F7' TI z - oH, J tj o m-------- ----- -- p c+ o I m dDw , 47.4' d I X O C n td m - Irk D I - I °. Q O D n H o 1 d nDXI GZ1 m CnDrri Q Z Cm) W d I o Q m r T z Cn I ( 0 1 I XKXI a x V tJ-7-------- C1 0 cn m { I 3 Z X o, I cn b cn n c D I o Cl I D I N W C F9 '-' -1 o D I D Z -9 Z Z r-1 I G D I w Ul ( I -1 n n0 Z m I 7J Cl I m C M X I F9 o cn Ul W -I I (n O D D I l n 13 I I- - 1 Z (n N IIw_ o li r 1 ru F- j z Cn D I t C> ? m ri D I I C i t7 o Z 1 Tl Tl G 1 {7 I D m D 9 G 7 I I r r -P . Z J- 5.9' I m _ 38' J I 1 co l f?1 •. ° m O Frl 00 v I 10'x12'OHD _ 10'x12'OHD X LSD; L`-13.L-- 45' 41 3 ® I ®^ v, FrioD o ( InmINDXIr N CJ CUJ 4 X ' I FTI o I. Fri D b D PI ®.® I "h z mCnn p v F- i z 4 n cnoo 5 I 4 o D• 2 .9' I > 01 8' o w P 0 b N m ® P4 10' 10' 10' o N. 4 I + ® 4 0 D 4 4 4. 4,• •4 0 Ef b Q MLP® Exist, 2' Miami Curb r 7 0'CM) ry 00 00 00 W 15 0 D r 1 m m X 4 D 3 O V z F- C r G of m r m French Avenue m z I r m D 66' Right-o-F-Way) Aspha(t Road) 1 CITY OF SANFORDs BUILDING & FIRE PREVENTION JUN Z 2 209 PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 904 South French Ave Historic District: Yes No Parcel ID: 25-1930-512-1109-0010 Residential Commercial Type of Work: NewEl Addition Alteration 0 Repair Demo Change of Use Move Description of Work: Renovation and Addition of existing building Plan Review Contact Person: Rodney Jones Title: President Phone: 407-349-9615 Fax' 407-349-2615 Email: Rodney@rwjonesconstruction.com Property Owner Information Name Adept Consulting Inc Phone: 407-349-9615 1922 Wingfield Dr Resident ofproperty?: Street: 9 City, State Zip: Longwood, FL 32732 Contractor Information Name R.W. Jones .Construction, Inc. Phone: 407-349-9615 Street: 250 Owl Haven Cove Fax: 407-349-2615 City, State Zip: Geneva, FL 32732 State License No.: CBC1250390 A chitect/Engineer Information [ / / Name: Phone: T U 7- 5 r 13L Street: City, St, Zip: J/ Gam' E-mail: Bonding Company: A A7 Address: MortgageLender: Address: l 1 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3_Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Own Agent bate Signature of Contractor/Agent Date Print Own r/Agent's Name Print C— onTAgent's NatNe' r U&J-w r C'l0 Signature of Nota ` tr?-- UEe Rtltfl Link Date SOreof I pt lEFd1Rda Date NOTARY PUBLIC y NOTARY PUBLIC STATE OF FLORIDA ;F7STAI E ?F FI.ORIDA Coma# FF937222 ' Comtr.# FF937222 rExpires 8(24/2099 s'ei Expires 8/24/201.9 Owner/Agent is Personally K to Me or Contractor/Agent is t/ Personally Known to Me or Produced ID l/'ype of ID -wProduced ID Type of 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: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: - 6-lo, WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Pennit Application