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HomeMy WebLinkAbout404 S Oak Ave 11-148CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documentec Construction Value- 19 Job Address: Historic Di ves G No 0 Parcel ID: . ........ Zoning: Description of Work:. —4pm- Plan Review Contact person: fitle: Phone: Fax: E-mail: 'e7t PrOPOrty Owner Information -#Name Phone: '21�V L -- Ll ,Street: Resident of property? City, State Zip: Contractor information Name tit 1;4/phone: Street: J A Fax: City, State Zip:, A,4 �Ll State License No.: Architect/Engineer Information Name: Street: City, St, Zip: a Phone: Fax. E-mail: Bonding Company: Mortgage Lender: Address: Address: Building Permit M/ PERMIT INFORMATION Square Footage:onstruction'Type: fAtit- ("-pe 44 No. of Stories: No. of Dwelling Units: ... .... Flood Zone: Electrical 13 Pit mbing 0 New Service - No. of AMPS: New Construction No. of Fixtures: Mechanical E3 (Duct layout required for new systems) Fire Sprinkler/Alarm E3 No. of heads: FOURTH STREET 402 OAK A 400 OAK AVE, SCOPE OF WORK Repair / replace the existing stairway at the East side of 404 Oak Ave. Sanford, FL. This work is to include the removal of the damaged stringers, treads, handrails,and landing componets then replace these items with. new. The repair is to conform with the Florida Building Codes. 404 ------J OAK AVE. 408 STAIRS TO OAK AVE, BE REPAIRED coon OPENING 2" X 61, DECIDING SYP s2 P,T. aLEVATI 01-111_ — _ _ LANDING FRAMING 4 HANDRAIL - SHALL HAVE MIN 4 MAX HEIGHTS"X B" SYP "2 P.T. 4110 FROM TOP OF TREAD 0 NOSING~ OF 34" 4 3$" 2" X 12" TREADS It,2"X e" P.T. LEDGER TO WALL W/ OAT". AVE. SECTION SHALL HAVE A EITHER A CROSS SYP 02 P.T. SYP •2 P.T. (2) '8"X 5" lag bolts to SECTION DIA, BETWEEN 1-1/4" TO 2" OR SHALL 4+xt6ting well etude w/ 2 PROVIDE EQUIVALENT GRASPABILITY. square washers CLEAR SPACE BETWEEN HANDRAIL 4 WALL A35F 4" x ", SHALL BE A MIN, OF 1-1/2" INCHES, AT TOP EXi87 GT (2) 2" X 12" STRINGERS 15 RISERS 1.26" 2X4 SYP "2 P.T. THRUST BLOCK SYP 02 P.T. 13 TREADS a 10.4" SECURED TO EXISTING CONCRETE TOTAL HGT Is 9'4' W/ (4) I/4"X 4 1/2" TAPCONS A35F AT BOTTOM • 6 ° d a ° 4 EXISTING CONCRETE—sLRVATION O" 0 SITE LOCATION Parcel Id # 25-19-30-5AG-0605-0010 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION 8301 DESIGN CRITERIA WITH 2009 SUPPLEMENTS AND ASCE 7.05. 1, BASIC WIND SPEED - 120 MPIJ 2. WIND IMPORTANCE FACTOR m 1.0 CONSTRUCTION TYPE . SINGLE FAMILY RESIDENCE 3. WIND EXPOSURE - CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING IS. 18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0 STAIR DETAILS 2" k 2" 6PIND" 3.16 " P.C. 2" X 7' 6PI14010.6 H.v O.C. 9I1O111 3151 316' " x 2" 6PINDEI.6 .Ie" O.C. T.Es. GhehaV Lfrzwced Profe6610nal Erlgfreear S31 booth OR 434 Altamonte Sprfngs, FL 32114 (40'1) 521-5951 Fax (401) 521-5434 PE 004014; 10/©8/2010 PAGE 1