The URL can be used to link to this page

Home My WebLink About900 S Elm Ave (2)s ' .2 2018 CITY OF _ _Building & Fire Prevention Division FPERMIT APPLICATION S��FIRE DEPARTMENT �% — 2 �o' Application No: Documented Construction Value: $ i 0 o Job Address: Do J "�� y�� 52_�we Historic District: Yes[ANo❑ Parcel ID• Residential Commercial❑ Type of Work: New❑ Addition❑ Alteration ❑ Repair S�emo ❑ Change of Use❑ Move ❑ Description of Work: K �2 :�:M STS Plan Review Contact Person: Title: Phone: Fax: Email: LcProperty Owner Information q Name t �2. f�- � Phone: �0-7 ` / —�/ 7 Street: 1 Resident of property? : City, State Zip: Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: _ Address: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to 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: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property 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 Owner/Agent Date Print Owner/Agent's Name of Notary State of Florida . IL Ha r. INNancy Naufe My Commission GG 002231 o, adl Expires 061612020 y/S//00-1, Owner/Agent is V Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING:�,Io TILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: 4;c- 5-2" 19 Revised: January 1, 2018 Permit Application RECORD COPY Structural Observation Report Single -Family Residence in Sanford 900 S. Elm Avenue Sanford, FL 32771 April 24, 2018 6J\� WG SQNFo Prepared for: _ Mike & Erika Crenshaw, Owners °FPAR� Prepared by: Devlen Engineering, Inc. 4021 Church Street Sanford, FL 32771 www.devleneng.com (D.E. Project 2018-194) L EXECUTIVE. SUMMARY Devlen Engineering was retained to observe evaluate, and make recommendations regarding the condition of five new wood porch columns supporting the roof of the rear porch of the subject residence. It is our, understanding. that this residence is currently up for sale and that the building department issueda violation for work without a permit, requiring inspection from a structural engineering firm. Through a site visit and conversations with the homeowner, it is our understanding that the existing wood posts at the rear porch were significantly deteriorated and subsequently replaced with new pressure treated 6x6 wood posts. In Devlen Engineering's professional opinion, some additional fasteners should be installed at the top of column location. to ensure that uplift forces from the existing roof' structure can be transmitted fro m the perimeter beam to. posts below, LI. BACKGROUND AND INSPECTION FINDINGS Devlen Engineering was retained by the homeowner to investigate and document porch columns that were replaced due to deterioration for the subject home located in Sanford, FL. Mr. Brett Bartz, P.E. met Mrs. Erika Crenshaw at the residence and discussed: the history behind the column replacements. He also spoke to Mr. Mike Crenshaw (via phone call), who installed the replacement. columns. Please note that repair recommendations and details are beyond the scope of this report and are not included. Mr. Brett J. Bartz, PE visited the subject location, making the following observations: Date- April 24, 2018 Time: 1.0.00 am 11'-.00' am Weather: Typically clear, 75 degrees F Access Methods: Walking, interior' and 'exterior of residence. The residence is a one-story, single-family structure that faces east (herein. east for reference in this report). Data from the Seminole County tax appraiser indicates the home. was built originally in 1920 and consists of 1912 square feet gross area and 1408 square feet living area under roof. The house includes an open front porch and open rear porch on the east and west faces of the houses. and is situated on a lot with a mild slope which slopes away from the house. The. residential structure is observed to have wood siding over wood frame construction with a shingle -covered roof (roof and wall. elements are outside the scope of this report). See Photo #1. Porch Post (column) Inspection: The subject- of this inspection are the five (5) wood columns that support the roof of the rear covered porch (Photo #1). These columns measured 5 1/Z' x 5 1/2" square and were approximately 96 tall. No visible lumber grading marks were, observed, but the exposed portions of the the columns that were not painted were consistent with pressure - treated southern yellow pine. The base of these columns bore on built-up pre -cast concrete pedestals and were thru-bolted to deck framing below with at least one (1) 1,/2" 2 s diameter carriage bolt (Photo #2).'The top end of the column was notched approximately 3"' wide by 6" deep to receive the perimeter beam of the porch The columns were attached to the roof perimeter beam with (4) 3" long deck screws at each location (Photo #3). Conclusions and Recommendations This: report is limited to observations and inspection of the (5) 6x6 rear porch wood columns. The. 6x6 pressure treated wood columns have adequate capacity to support the design loads from the covered porch roofabove. The following design loads were used for this determination: Roof bead Load` ....... _ ..15psf Roof Live Load ... _ ........ 20 psf Wind Design' Criteria: Wind Design Speed-......... 139mph (ult.) - - Exposure = -B - - ---- - - - -- -- -- - - - Risk Category . -Il Uplift (nominal) ..............-1.8.9psf The single 1/2" carriage bolt is sufficient at the base connection to carry the uplift loads to the deck framing below. At the top of these columns, deck. screws were utilized for the connection. beck screws are not recommended for structural connections since they are not a ductile fastener and may undergo brittle failure without any warning like a ductile fastener would.. A single,1/2diameter carriage bolt with hex nut and flat washer (all hot -dip galvanized') shall be installed at the top of each column in addition to the deck screws. See attached' sketch SK-01 for proper placement of these bolts. 3 III. PHOTOGRAPHS PHOTO 1 PHOTO 2 Bottom of Column Bearing Condition & Connection Detail. PHOTO 3 Top of column connection to edge beam. IV. STATEMENT Devlen Engineering stands behind the findings of this report but reserves the right to add or to modify this report should new information be presented or discovered at a later date. This report was made for the exclusive use of Mr & Mrs. Mike Crenshaw, and is not to be used as a repair manual or guide by other engineers or contractors. Respectfully submitted, 04-24- l 8 Brett J. Bartz P.E. FL Reg. No. 75359 Devlen Engineering, Inc., COA No. 9459 EXIST RAFTER (B'El'OND) EXIST. ROOF / A \-1/2"` D1A. CARRIAC-,E BEAT" i BOLT %X& R.T. _WOOD COL. 1, EXIST. ROOF BEA (SYF #2)- SECTION A -A 1/2" DIA. CAS BOLT U WASHER F. ROOF 1. F'.T. wvvv COL.. ,`gy;�remee�fftkf�. (Sl P 02) Or b F ,- Qj: SCALE: 1 1/2" = 1'-0" .,� O�• r r a p �" BRETT`J. BARTZ FL. REG.-NO. 75359 O Pmj. No..: 18-194 DEVLEN ENGINEERING, Inc..: DATE: 04/24/201 STRUCTURAL ENGINEERING 4021 CHURCH ST. DR'AMIN] ME G.O.A. 9459 SANFORD, FL 32771 PHONE: (407) 324-5300 FAX`. (407)324-5999 CHECK: B J B EN AIL: RON@:DEVLENENG.COM WEB: WWW.DEVLENENG:COM 900 S. ELM AVENUE SANFORD FL 32771 SK_O 1 BP200I01 CITY OF SANFORD 5/02/18 Application Inquiry 13:35:54 Application number . . . . . 18 00002101 Application status, date . . CLOSED 5/02/18 Property . . . . . . . . . . 900 ELM AVE Parcel Number. . . . . . . . 25.19.30.5AG-1107-0010 Old CID . . . . . . . . . . . Subdivision . . . . . . . . TWN OF SANFORD (TRAFFORDS MAP) Zoning . . . . . . . . . . . : SR1 SINGLE FAMILY Application type . . . . . . GNRP GENERAL REPAIRS RESIDENTIAL Application date . . . . . . 5/02/18 Tenant number, name . . . . Master plan number, rev'wd by: AB Estimated valuation . . . . 450 Total square footage . . . . 0 Public building . . . . . . NO Work description, qty . . . Pin number . . . . . . . . . 804801 Application desc . . . . . . REPAIR ROTTEN WOOD Press Enter to continue. F3=Exit FS=Land inq F7=Appl names F8=Tracking inq F9=Bond inquiry F10=Fees F11=Receipts F12=Cancel F13=Val calcs F14=Misc info F24=More keys