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HomeMy WebLinkAbout106 Oakridge CtCITY OF SANFORD PERMIT APPLICATION Permit # : as J C �0 • Date: Job Address: Co (,4A4Y�_1-,14 0 f- ,4_ L Description of Work: C F04,, 0 P rm G Historic District: Zoning: Value of Work: $ to p Permit Type: Building V Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Parcel #: Owners Name & Address: Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: _ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) (Attach Proof of Ownership & Legal Description) Phone & Fax: Contact Person: Phone: Bonding Company:LJ ZI+� Address: Mortgage Lender: Address: Architect/Engineer: Address: Fax: 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. 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. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 dv the owner of the property of the requirements of Florida Lien Law, FS 713. Signa of Owner/Agent Date Signature of Contractor/Agent o is Name Print Contractor/Agent's Name 3S** tS' tore of Notary -State of F o -da Date Signature of Notary -State of Florida 2otPaY.Pbg FLORENCE A. DE GRAM: * MY COMMISSION # OD 164280 Owned aEX RES: N vemb�er y 2006 ProdirZed°ID 1A n - 'i i •• `*-� 1 " V APPLICATION APPROVED BY: Special Conditions: Bldg: (+� G Zoning: (Initial & Date) Date Date Contractor/Agent is _ Personally Known to Me or Produced ID Utilities: (Initial & Date) X43 FD: (Initial & Date) (Initial & Date) FOUNDATION PLAN WALE:r-i-o' #5 VERTICAL REOAR W/ GROUT FILLED CELL AT LOCATIONS SHOWN IN FLOOR PLAN EPDXY GROUT, NEW #5 VERT. REBAR NEW 8" CMU WALL 5" INTO EXISTING THICKENED EDGE V EXISTING CONG SLAB X"41 to (2,500 P.S.I.) W1 FIBER MESH AND 6 MIL. VAPOR BARRIER 2—#5 CONT. ADD NEW 10"X18" CONCRETE FOOTING W/2 # 5 SECTION A SCALE:I'-I'—O' . FLOOR .PLAN SCALE.I"-l'-O" NOTE: ALL CMU WALLS CONSIDERED SHEAR WALLS ROOF FRAMING PLAN SCALE:I*-I'—O' THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE FLORIDA BUILDING CODE, 2001 EDITION WITH 2003 REVISIONS, AND ASCE 7-98 WHERE APPLICABLE FOR 120 MILES PER HOUR OR LESS WIND SPEED, CERTIFICATION BY ENGINEER APPLIES TO WIND LOAD ONLY. BASIC WIND SPEED = 120 MPH WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT = +/-0.18 FULLY ENCLOSED DESIGN ROOF LIVE LOAD = 20 psf BE oa E 0 Z (f)r + Lu n a C) to WD V u Lu > 0 v)— ct� 0� � LLJ < z I E 0) WZ 00 In u- (0 cq IL Z z O L0 Lj CL W Z W Lu Z IL DRAWN NPL CHECKED RFO DATE 04/15/05 SCALE AS NOTED JOB NO. SHEET 1 OF 3 SHEET" EXISTING ROOF NEW ROOF/ SHEATHING 1 2" cox TRUCTURAL SHEATHING W 6d NAILS V 6" O.C. EDGES 1 " O.C. FIELD. 2"x8" a 16" O.C. RAFTER TRUSS ANCHOR f (SEE CONN. CHART) FASCIA GYPSUM SHEATHINC B" KNOCK—OUT BLK. (PRECAST HEADER) new a" GLV WALL ((Rt: PIAN 1 iU 1EHL WNFJ ATTACH RAFTER TO EXISTING KNEE WALL STUD W/6 -12d NAILS TYPICAL WALL SECTION Nis L 4" EXISTING CONC 51_A6 EL. H T, 8 —0 1 2 TOP QF FLOOR LS AB -00=0 REAR SIDE ELEVATION NTS THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE FLORIDA BUILDING CODE, 2001 EDITION WITH 2003 REVISIONS, AND ASCE 7-98 WHERE APPLICABLE FOR 120 MILES PER HOUR OR LESS WIND SPEED. CERTIFICATION BY ENGINEER APPLIES TO WIND LOAD ONLY. BASIC WIND SPEED = 120 MPH WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT = +/-0.18 FULLY ENCLOSED DESIGN ROOF LIVE LOAD = 20 psf �11 DATE 04/07/05 SCALE AS NOTED JOB NO. SHEET 2 OF 3 SHEET UI � 1 r- '- C nL QI c W CL c Ld U Q r Z � ¢ IL (J-) Z (n I E Y I L,1 zroLL ¢n tT] N � M � Q tT LI. cc J r � X d (Y- N < T /� r `/ LL LI � z U L-0 OC" �� L_ FQ * LLJ a1-12 Lu U Z W 0 (n NW 1..4. Z I.L. QRAWN NPL CHECKED RFO DATE 04/07/05 SCALE AS NOTED JOB NO. SHEET 2 OF 3 SHEET UNLESS NOTED OTHERWISE o Vy%E CONNECTOR NOT NOTED FOR TRUSS TO FygRAM�' U5E!O /, TRUSS TO NEW CMU USE 0/ TRUSS TO EXIST. C;MIJ USE o ALL INTERIOR BEAMS USEe© X 2 ON FRAME AND X 2 ON BLOCK o ALL CONVENTIONALLY FRAMED MEMBERS USE 4 - 10d, TOE NAILS AT EACH END OF MEMBERS o USE HUS26 AS 1 PLY HANGER AND HGUS48 AS 2 PLY HANGER o MINIMUM OF 6" EMBEDMENT FOR ANCHOR BOLTS TO SLAB * WHERE USED WITH WOOD FRAME WALLS, ALSO MUST USE (2) INVERTED HTT22 UNDER PLATES C.M.U. WALL SYSTEM AS WELL AS I.C.F. SEGMENTS WHICH HAVE AN UNINTERRRUPTED LENGTH OF 4'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL S.W.S. = SHEAR WALL SEGMENTS (SEE ATTACHED DETAILS) ROOF LIVE LOAD 20 P.S.F. FLOOR LIVE LOAD 40 P.S.F. STAIRS 100 P:S.F. DECKS & BALCONIES 60 P.S.F E CONNECTOR SCHEDULE CONNECTOR SCHEDULE SIMPSON 1/5 REBAR CONNECTOR FASTENERS UPLIFT(lbs.) OMETA18 1/2" DRYWALL BUILDER MUST PROVIDE WATERPROOF (14) 10d X 1.5 1500 O HETA20 1 PLY(14) 10d X 1.5 7 5 I > • �— WINDOW PER MANUF• 2/3 PLY(12) 16d 1890 3 MT316 or MT512 (14) 10d 860 4O H3 OR H5 (8) 8d 455 uplift 125 lateral 5 HD8A 7 8" 0 ANCHOR BOLT (3 7/8"0 BOLTS THRU 7910 6� HTS20 24- 10d x 1 &1 /2" 1245 O HHETA20 1 PLY 17 - 10d x 1.5 2/3 PLY 15 - 16d 2310 2310 OHGT-2 or 3 (2) 3/4" ANCHORS 8665 9� SP -1 6 - 10d 585 10 'SP -2 6 — 10d 890 SP -4, SP -6, SP -8 6-10d x 1&1/2' 735 CSI 6—R 22 — 10d. 1650 CUT LENGTH TO FIT rf '14 LSTA12 10 — 10d 755 LSTA24 18 — 10d 1295 LSTA30 22 10d 1670 16 HETA16 Ply- x 1&1/2365 12-16d 890 HTT22 32-16d Sinkers + 5/8" A.Bolt 5250 ABU44 12-16d + 5/8"A. Bolt 2200 111 c, ABU66 12-16d + 5/8" A. Bolt 2300 20 H10 8— 8d x 1&1/t" 905 L ATTACHMENT FOR 2"x4•' P.T. BUCK USE I" x ]I" FH TAPCONS — 6" FROM CORNER AND 12' O.C. WOOD CASING THRESHOLD HOLLOW NTL. DOOR SILL FINISH PER, ELEVATION. F5SHOWN ONR ON PRODUREEDD CELL JAMB AT EXTERIOR DOOR B_ TYPICAL WINDOW DOOR ATTACHMENTS TO CMU ;;{{5 REggARS GONTINUVUS LEON ONUOV5 #' SEEzv PL VIII. 0_ORNER FOOTING DETAIL THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE FLORIDA BUILDING CODE, 2001 EDITION WITH 2003 REVISIONS, AND ASCE 7-98 WHERE APPLICABLE FOR 120 MILES PER HOUR OR LESS WIND SPEED. CERTIFICATION BY ENGINEER APPLIES TO WIND LOAD ONLY. BASIC WIND SPEED = 120 MPH WIND IMPOR rANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT = +/-0.18 FULLY ENCLOSED DESIGN ROOF LIVE LOAD = 20 psf 0 M5 VERT. BAR ON POURED CELL ATTACHMENT FOR 2"x4" P.T. BUCK USE I' x 71" 1/5 REBAR IF SHOWN ON FLUOR PLAN. F.H. TAPCONS — 6" FROM CORNER AND 12' O.C. ALL LAPS 25 MIN. — 1/2" DRYWALL BUILDER MUST PROVIDE WATERPROOF w > O SEALANT AGCOROINO TO WINDOW z�ft MANUFACTURE SPEPFlCAIIONS WOOD STOOL I > • �— WINDOW PER MANUF• TI � \ �-• CONC. SILL EAR RCONT. FROED CELL M JAMB AT WINDOWS HEAD BEAM TO FOOPNO. STEP DOWN TIE BEAM <[ L B_ P.T. 2a6 M JAMB W1 h* 0.8' ANCHOR f ' ) SOUS AT W' O.C. PLUS TOP AND BOTTOM TRACK COURSES GARAGE DOOR v <r mgr — �V 2" TRIM FINISH PER, ELEVATION POURED CELL,BAR ON JAMB AT GARAGE DOOR & TYPICAL FRAME TO BLOCK B_ TYPICAL WINDOW DOOR ATTACHMENTS TO CMU ;;{{5 REggARS GONTINUVUS LEON ONUOV5 #' SEEzv PL VIII. 0_ORNER FOOTING DETAIL THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE FLORIDA BUILDING CODE, 2001 EDITION WITH 2003 REVISIONS, AND ASCE 7-98 WHERE APPLICABLE FOR 120 MILES PER HOUR OR LESS WIND SPEED. CERTIFICATION BY ENGINEER APPLIES TO WIND LOAD ONLY. BASIC WIND SPEED = 120 MPH WIND IMPOR rANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT = +/-0.18 FULLY ENCLOSED DESIGN ROOF LIVE LOAD = 20 psf 0 Ld Uj a L w > O z�ft : zv1 V) I LLJ a L <[ L r f ' ) v <r mgr a- r W Z -::I- r-4 O L0 ~ Q LO oLL a T W U z W ' 0 U) z Z) Q {..L r DRAWN NPL CHECKED RFO DATE 04/07/05 SCALE AS NOTED JOB NO. SHEET 3 OF 3 SHEE' V i,