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Home My WebLink About2615 El Pental AvePermit II :CA -0 — V— _� 1\'_o Job Address: Description of Work: Historic District: t t CITY OF SANFOKD PLRNIIT APPLICATION RECEIVED Date: —� —NGV -1-6-2009 Zoning: Value of Work: Permit Type: Building _ Electrical Mechanical Plumbing __ Fire Sprinkler/Alartu _ Pool Electrical: New Service — # of AMPS Addition/Alteration Change oh Service Temporary Pole Mechanical: Residential —, Nott -Residential Replacement New (Duct Layout & Energy Calc_ Re(juired) Plumbing/ New Commercial: # of Fixtures _ # of Water & Sewer Lines # of Gas Lincs Plumbing/New Residential: # of Water Closets — Plumbing Repair — Residential or Commercial Occupancy 'type: Residential Commercial Industrial "Total Square Footage: -- Construction'l'ype: II of Stories: _ i # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Orr7iers Naini &Address: Coutractor Name & Address: Phone l Far: Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer Address Contact Persue: (Attach Prouf of Ownership & Legal Description) "' Phone: Slate License Number: Phone: Fa r: hone Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that rto work or installation has commenced prior to the issuance of a permit and that all work will be pcitor ned to ince[ standards of all laws regulating constriction in thus 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: l certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable haws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE-' TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR bb1PROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSUUI' Wll'lt YOUR LENDER OR AN ATTORNEY BEFORE. RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: Ili additiou to the rcquiremcnts 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 nranagernent districts, slato agencies, or federal agencies. Acecp ante -c 4 permit is veriticatro, hat I will notify the owner of th property of the requirements of Florida Lice Law, FS "113. C�igna�tufcner/Agent Dat it Sigaaturc of Couuaclor/Agent Or Priv} Ownc /Age tame Print Contractor/Agent's Name Signature of Nota LA_�i ) Q) Dale F , MY COMMISSION # DD 16426 ASEXPIRES: November 12, 2001 r ryAg61 e�sT6tu ,��R5oeillyll lawn to Me ori Produced ID APPLICATION APPROVED BY: Bldg: _QC11— Zoning: �k Datc) Special Conditions: UAl &l Dale Signature of' Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or _ Produced ID _ Utilities: FD: _ (Initial & Date) (hritial & Date) T (Initial & Date) /Yt V9 1'6 /IaV ` / L-1 k7 � V - yl o l i�-!16 w d vn /! n�l I _f_ ry„ dbl 2x6 w/2 -x4 bottorn spf bl. jack 2x4 x4spf frame : Interior door elev Side gall framing °1 /Z��,�M" 8 "I x6 Pt coller tie me If =1'.O" 114" x'I 112"x2" NOTE: 12" in from corner,)on long side 8'max oc ,C31tta&i `/v/ 1/2"x2" I ag s:r-ear The uplift capacity for each of the typical 36" lona anchors manufactured by the local company BLUE & GRAY,used on the shed is 3601bs. With a min. depth of 24" in the soil and can be installed with post hole diggers The typical spacing in combination with the dead weight of the shed is enough to meet the overturning resistance requirements for the 120MPH wind load requirements of the FLORIDA BUILDING CODE 2004 EDITION N-'�': Anchor details N.T.S. 1bI , pf �2x4top plae tp _ to ' oc TY P: Front wall fr min 1 /2"� i 1-011 2x4 spf rafters STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA D-1 CODES - FLA. BUILDING CODES 2004 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= 20F'SF FLOOR d 40PSF D5 SEISMIC: ZONE 0 D-6 ALLOWABLE W SOIL BEARING PRESSURE 200OPSF D-7 ALL WORD SHALL BE IN STRI CT 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 GRADE AND SPECIES EQUIVALENT GRADE 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 W-4 PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIVE TYPE AND LOCATION SHOWN IN DRAWINGS W-5 DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS W-6 PROVIDE MINIMUM 5/15" HARDIE PANEL BOARD FOR WALLS SHEATHING ATTACH @ SUPPORTS WITH 6D RING SHANK NAILS @ 6" OC; I NTERMEDIATE & 6" OC. EDGES W7 PROVIDE MINIMUM 1/2" CDX PLYWOOD FOR ROOF SHEATHING ATTACH c@ SUPPORTS WITH 6D RING SHANK NAILS @ 6" OC I NTERMEDIA TE & 6" OC EDGES W 3 ALL FRAMING TO BE NAI L AT ALL SUPPORTS V\ATH A #12 FRAMING NAIL MASONRY SUPPORT BLOCKS M-1 MASONRY UNITS SMALL CONFORM TO ASTM C00 WITH COMPRESSIVE STRENGTH OF 1000 PSI ON NET SECTION TO PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY (F'M) OF 1500 PSI h2,5 ea. rafter 25 yr. fiberglass shiinqles 15Ib. felt —� 1/2 Cdx plywood"".,,151b. ` 5/16" hardie panel for all walls and gable provide 6d ring shank nails @ 8" field & 6" e I t 9' strCap @ ea. stud round level 2411 min. 2x4 spf rafter Z oc. w/ 2x6 sy , ride ole H2 @ ea. rafter dbl. 2x4 spf #2 top plate 2x4 SDf.#2 studs 241' oC. 2x,4 .o:-Dpf #2 bottom plate 3/4 tongroove floor EZ'- - �. 4x4 skids syp 2 pt .. ` skids 1 in from side f lour gst 2x4 sypk�p 11 0c shee t T407--339 .o CRJ1j't C" F1 e ir - VVM_ H. MattFaeWr s. Fla. 1*54831 Bcw-L-_n Ir nginc--c--ring C;cwp. FEE3 40005028 1528 Va ,sar St, CDrlaricic> Fla. 32804 407-423.-7585 StruCtUra1 'CDn1y Care:. -- crieeked GT; c13 . (E. C. - T d(U. (wson 0 bl spf 2x6 vv/ 2x4 on bottom Ista 9 inside TY P: Front wall fr min 1 /2"� i 1-011 2x4 spf rafters STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA D-1 CODES - FLA. BUILDING CODES 2004 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= 20F'SF FLOOR d 40PSF D5 SEISMIC: ZONE 0 D-6 ALLOWABLE W SOIL BEARING PRESSURE 200OPSF D-7 ALL WORD SHALL BE IN STRI CT 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 GRADE AND SPECIES EQUIVALENT GRADE 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 W-4 PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIVE TYPE AND LOCATION SHOWN IN DRAWINGS W-5 DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS W-6 PROVIDE MINIMUM 5/15" HARDIE PANEL BOARD FOR WALLS SHEATHING ATTACH @ SUPPORTS WITH 6D RING SHANK NAILS @ 6" OC; I NTERMEDIATE & 6" OC. EDGES W7 PROVIDE MINIMUM 1/2" CDX PLYWOOD FOR ROOF SHEATHING ATTACH c@ SUPPORTS WITH 6D RING SHANK NAILS @ 6" OC I NTERMEDIA TE & 6" OC EDGES W 3 ALL FRAMING TO BE NAI L AT ALL SUPPORTS V\ATH A #12 FRAMING NAIL MASONRY SUPPORT BLOCKS M-1 MASONRY UNITS SMALL CONFORM TO ASTM C00 WITH COMPRESSIVE STRENGTH OF 1000 PSI ON NET SECTION TO PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY (F'M) OF 1500 PSI h2,5 ea. rafter 25 yr. fiberglass shiinqles 15Ib. felt —� 1/2 Cdx plywood"".,,151b. ` 5/16" hardie panel for all walls and gable provide 6d ring shank nails @ 8" field & 6" e I t 9' strCap @ ea. stud round level 2411 min. 2x4 spf rafter Z oc. w/ 2x6 sy , ride ole H2 @ ea. rafter dbl. 2x4 spf #2 top plate 2x4 SDf.#2 studs 241' oC. 2x,4 .o:-Dpf #2 bottom plate 3/4 tongroove floor EZ'- - �. 4x4 skids syp 2 pt .. ` skids 1 in from side f lour gst 2x4 sypk�p 11 0c shee t T407--339 �11eet �l�o, CRJ1j't C" F1 e ir - VVM_ H. MattFaeWr s. Fla. 1*54831 Bcw-L-_n Ir nginc--c--ring C;cwp. FEE3 40005028 1528 Va ,sar St, CDrlaricic> Fla. 32804 407-423.-7585 StruCtUra1 'CDn1y Care:. -- crieeked GT; c13 . (E. C. - T d(U. (wson _ _ _ _ _ _ _ _ _ _ i �� - -- -- - �: i' __ __ .__., � _.... .. L. f ,�, 1. r P i... i 1 , -.. � _- _ _r-�_. -__ _. _.. .__. _,......._.. .r-_ � ._.x� y �s._. _.__._.Ra. ... �.. �_ '� a.�-_.._ ._- _.,v._'_'r __ ��---- --_ � �_ . __ _..- - __.. � �,_...-