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Home My WebLink About1114 Park Aver Oct: 05 2004 2:07PM City of Sanford Planning 407 330 5679 t. . CITY OF SANFORI] TEILVIi1 APPLICATION Date: Job Address: P.4 Description of Work: R C�Gr C -C __S�h (? G' filstoric District; Zoning: Valuc of Work; Perndt Type: Building Electrical Mechanical Plumbing Fire SprinkledA1ann Pool Electrical: Now Service —'t of AMPS AdditimVAltetation. Change of sex-viee Temporary Pole Mechanical: Residential Noa-Residential Replacement New __ (Duct Layout & Energy Calc. Required) Plumbing/ Nov Commerclnl: # of Fixtures # of Water & Sewer Lutes it of Gas Lincs Plumblug/New Residential: # of Water Closets Plumbing Repair — Residential or Conuner/eial Occupancy Type: •Residcutial Corruxtercial Industrial Total Square Footage; �l0 f S�Q cq Construction Typed # of Stories: # of Dwelling Unita: Flood Zone: (FEMA form required for other thuu IC) / Parcel ( rl #: (Aftadr Proof of Ownership & IJcg+tl I]erx ripttoa) -�� ,a Ctrl U e Owners Name & Address: ` Contractor Name & Address: Phone &z Fax: `IV Bonding Company: Addresa: Mortgage Lender: Address: Architect/Lrncine er: Addroc - _. ContactPeramu Phone' -( V 1 (/1.7_ / use Numbor: _F 1 IQ G/ -I/— Phone: .- 1Phone: q 0 Phone; FAX: Application is hereby made to obtain a permit to do the work and installations as indicated. I earthy that no work or installation has couuaerasod prior to the issuaneo of a pvorrnit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction, I undorataad that a sepmaw permit must be secured for ELECTRICAL WORK, YLUM)31NG, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HE&TERS, TANKS, and ALL, CONDITIONERS, otc. OWNER'S AFFIDAVIT I certify that all ofthe foregoing information is accurate and that all work will be done in compliance wide all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURB TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TW ICH FOR MIMOVEMBNTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requiromants of this permit, thoro may be additiunal reatrictioas applicable to this property that may be .found In the public records of this County, and thcrc may be additional pormits required from other governmental entities such as water waaase-mont distduta, state agencies, or fodarat Hgeacies. Ae :ptance ofr t is vo4c tian that I will nom c: owner of tho property of dw mqter uincnts of Florida Lion Law, FS 713. CIA LO �� ,� - U oo S turk'Af Owner/Agent late Signature of Contractor/Agont Date c�6�IL r \IIs r •`- a P ' t Ownor/Agoru'a-N Inc, P. -int Contractor/Agent's Mine q E ,y yNk 0 wSignatute of No ry 'tate of Florida Date Signature of Notary -Stats of Florida Date o° Owner/Ageat is Parsonaily Known to M or Carrtraetct/Ageut is Personally 1Gnowrr to Me nr N' S __,-. Produced ID _ Produced ID APPLICATION APPROVED BY: B6ldg- 7,aning: Utilities; � FD: (Initial & Date) (Wtlai &c Doc) (Initial &s Data) (luitial & Datc) Special Conditions: $�j I �+ 121011 2x4 #2 syp pt floor jouist 241foc 4x4 #2 syp pt. runner 16" in on sides 5' r81 0' 911111 in "=1' CZ r 1 TV A o o a ler 2 3ttom n Ista 9110 all studs 0 0 u u o a a o o 0 in "=1' CZ (P: front walLframina 1/2"=1'-0" 1x6 coller tie w/ 4#6 nail per sid T TYP: Rafter plan 1/2"= 1 1.011 1/4"x1112"x2" TYP anchor details N.TS NOTE: 12" in from corners on long side Foc min. spf 2x4 dbl. top plate spf 2x4 studs 2' oc 7' 1 TV A o o a ler 2 3ttom n u u o a a o (P: front walLframina 1/2"=1'-0" 1x6 coller tie w/ 4#6 nail per sid T TYP: Rafter plan 1/2"= 1 1.011 1/4"x1112"x2" TYP anchor details N.TS NOTE: 12" in from corners on long side Foc min. spf 2x4 dbl. top plate spf 2x4 studs 2' oc LIE 11= 1 1-011 7' 1 TV o 0 0 u a o a a o 0 LIE 11= 1 1-011 'P-�-XArin rwl frami STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA D-1 CODES - FLA. BUILDING CODES 2002 EDITION D-2 DESIGN WIND SPEED 120 MPH. 3 -SEC. GUST. EXPOSURE B IMPORTANCE FACTOR (1)= 0.77 INTERNAL PRESSURE COEFFICIENT (GCPI)=+/-0.18 D-3 COMPONENTS & CLADDING PRESSURES FOR ROOF = 50PSF FOR WALLS WINDOWS & DOORS = 35PSF INWARD OR OUTWARD, D-4 DESIGN LIVE LOADS ROOF= 20PSF FLOOR = 40PSF D5 SEISMIC: ZONE 0 D-6 ALLOWABLE SOIL BEARING PRESSURE 2000PSF D-7ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF FLA. BUILDING CODE AND ALL APPLICABLE LOCAL CODES. WOOD W-1 ALL WOOD FRAMING SHALL BE DESIGNED, DETAILED AND FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED W-2 FOR STRUCTURAL�LUMBER , PROVIDE FOLLOWING GRADEAND SPECIES EQUIVALENT GRF\DE 2 SOUTHERN PINE OR SPRUCE, SURFACES DRY. ALL EXTERIOR LUMBER & WOOD IN CONTACT W/ CONCRETE, SHALL BE PRESSURE TREATED "PT" W 3 PROVIDE FRAMING MEMBERS OF THE SIZES AND SPACING SHOWN, OR IF NOT SHOWN COMPLY WITH THE RECOMMENDOTIONS OF MAUAL FOR HOUSE FRAMING OF THE NATIONAL FOREST PRODUCTS ASSOCIATION W4 PROOVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIZE TYPE AND LOCATION SHOWN IN DRAWINGS W-5 DO NOT SPLICE STRUCTURAL MEMBEERS BETWEEN SUPPORTS W6 PROVIDE MINIMUM 5/16" HARDIE PANEL BOARD FOR WALLS SHEATHING ATTACH @ SUPPORTS WITH 6D RING SHANK NAILS @ 8" OC INTERMEDIATE & 6" OC. EDGES W-7 PROVIDE MINIMUM 1/2" CDX PLYWOOD FOR ROOF SHEATHI NG ATTACH @ SUPPORTS WITH `6D RING SHANK NAILS @ 8" OC INTERMEDIATE & 6" OC EDGES W-8 ALL FRAMI NG TO BE NAI L AT ALL SUPPORTS WITH A #12 FRAMI NG NAIL MASONRY SUPPORT BLOCKS M-1 MASONRY UNITS SHALL CONFORM TO ASTM C90 WITH COMPRESSIVE STRENGTH OF 1900 PSI ON NET SECTION TO PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY (F'M) OF 1500 PSI h2.5 ea. rafter 20 yr. fiberglass'shingles 151b. felt 1/2 cdx plywood 1 64�pf�lf -- 2x4 spf rafter 2' oc. w/ 2x6 syp. rideole H2 @ ea. rafter dbl. 2A spf #2 top plate 5/16" hardie panel for 2 all walls and gables x4 spf.#2 studs 24" oc. provide 6d ring g shank nails @ 8" field & 6" edges Ista 9' straps @ ea. stgd round level 2x4 spf #2 bottom plate 3/4 tongue groove floor Details on Wood and 44 skids syp#2 pt skids 1 in from side floor joulst 2x4 sy02 pt, 1611 oc Connectors N.T.S. PLANS REVIEWED (ffY of SANFORD o 0 0 u a o a a o 0 'P-�-XArin rwl frami STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA D-1 CODES - FLA. BUILDING CODES 2002 EDITION D-2 DESIGN WIND SPEED 120 MPH. 3 -SEC. GUST. EXPOSURE B IMPORTANCE FACTOR (1)= 0.77 INTERNAL PRESSURE COEFFICIENT (GCPI)=+/-0.18 D-3 COMPONENTS & CLADDING PRESSURES FOR ROOF = 50PSF FOR WALLS WINDOWS & DOORS = 35PSF INWARD OR OUTWARD, D-4 DESIGN LIVE LOADS ROOF= 20PSF FLOOR = 40PSF D5 SEISMIC: ZONE 0 D-6 ALLOWABLE SOIL BEARING PRESSURE 2000PSF D-7ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF FLA. BUILDING CODE AND ALL APPLICABLE LOCAL CODES. WOOD W-1 ALL WOOD FRAMING SHALL BE DESIGNED, DETAILED AND FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED W-2 FOR STRUCTURAL�LUMBER , PROVIDE FOLLOWING GRADEAND SPECIES EQUIVALENT GRF\DE 2 SOUTHERN PINE OR SPRUCE, SURFACES DRY. ALL EXTERIOR LUMBER & WOOD IN CONTACT W/ CONCRETE, SHALL BE PRESSURE TREATED "PT" W 3 PROVIDE FRAMING MEMBERS OF THE SIZES AND SPACING SHOWN, OR IF NOT SHOWN COMPLY WITH THE RECOMMENDOTIONS OF MAUAL FOR HOUSE FRAMING OF THE NATIONAL FOREST PRODUCTS ASSOCIATION W4 PROOVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIZE TYPE AND LOCATION SHOWN IN DRAWINGS W-5 DO NOT SPLICE STRUCTURAL MEMBEERS BETWEEN SUPPORTS W6 PROVIDE MINIMUM 5/16" HARDIE PANEL BOARD FOR WALLS SHEATHING ATTACH @ SUPPORTS WITH 6D RING SHANK NAILS @ 8" OC INTERMEDIATE & 6" OC. EDGES W-7 PROVIDE MINIMUM 1/2" CDX PLYWOOD FOR ROOF SHEATHI NG ATTACH @ SUPPORTS WITH `6D RING SHANK NAILS @ 8" OC INTERMEDIATE & 6" OC EDGES W-8 ALL FRAMI NG TO BE NAI L AT ALL SUPPORTS WITH A #12 FRAMI NG NAIL MASONRY SUPPORT BLOCKS M-1 MASONRY UNITS SHALL CONFORM TO ASTM C90 WITH COMPRESSIVE STRENGTH OF 1900 PSI ON NET SECTION TO PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY (F'M) OF 1500 PSI h2.5 ea. rafter 20 yr. fiberglass'shingles 151b. felt 1/2 cdx plywood 1 64�pf�lf -- 2x4 spf rafter 2' oc. w/ 2x6 syp. rideole H2 @ ea. rafter dbl. 2A spf #2 top plate 5/16" hardie panel for 2 all walls and gables x4 spf.#2 studs 24" oc. provide 6d ring g shank nails @ 8" field & 6" edges Ista 9' straps @ ea. stgd round level 2x4 spf #2 bottom plate 3/4 tongue groove floor Details on Wood and 44 skids syp#2 pt skids 1 in from side floor joulst 2x4 sy02 pt, 1611 oc Connectors N.T.S. PLANS REVIEWED (ffY of SANFORD