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HomeMy WebLinkAbout131 Crown Colony Way 11-1190 SlabW REC.EIVED APS � � 2011 i CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION rw _ n Z Z Application No: vi Documented Construction Value: $ / Job Address:, 131 CAowtj w tA- `j Historic District: Yes ❑ No ❑ Parcel ID: Description of Work: Plan Review Contact Person: Phone: Fax: Zoning: 5 Title: E-mail: Property Owner Information NameWoCt f% c 7/ Phone: qc7 -7 Street:Cgo W C'y /0 A' Resident of property? City, State Zip: S {�} v✓r� ��L 3 Z7 �l Contractor Infor on Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Building Permit - Square Footage: No. of Dwelling Units: Electrical ❑ New Service — No. of AMPS: Phone: Fax: State License No.: Architect/Engineer Infg dation Phone: Fax: E-mail: ' Mortgage Lender: Address: �VOS ,ZS 04 29'1gx3 g1ML'3 DM:. PERMIT INFORMATION " ^?aA yiifC'A tbtle.:i6� il�J:rIAT heC'r7C� ��� �/ii i' �� Construction Type: No. of Stories: Flood Zone: `1 Plumbing ❑ Mechanical ❑ (Duct layout required for new systems) Q New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: ©J ............. .. . ................ .......... ... ..... _:_ .............. ...... ........ .. .............. . . .............. .... ............. ... ... .... .. .... .... .... ................ ........ ........... .... ... . t � ...... ......... ....... .......... ...... ...... ..... .... ... . .. . .. . . . .. ..... .... .. . ..... . ........... . — - - ----- Ao VIE' C11 i Lwill Plot Style; Plot Scale: 0.0005:1 Plotted At: Feb. 23, 11 5:09 NA By: HP—ADMINISTRATOR L.,Yst Saved By: HP—ADMINISTRATOR Lost Saveq:At: Dec. 27, 10 3 THIS -STRU-CTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD. REQUIREMENTS OF THE FLORIDA BUILDING, CODE FOR RESIDENTIAL 2007 RES ED. W/ALL SUPPLEMENTS 1. BASIC WIND SPEED - 1,20 MPH 2. WIND IMPORTANCE FACTOR - 1.0 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE 3. WIND EXPOSURE - CATEGORY B 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 & HEIGHT & EXPOSURE ADJUSTMEN COEFFICIENT IS 1.0 40'-0" U) _7 CM LO 14-- 07 C. 6 LAN Ilk I SLAB P 1/4"=1'-0" �N r ,,I C', CIL z _j - 40'-0" 0 ?: a_=� V) TIE. NEW SLAB TO EXISTING WX#3 RODS z y W/6" EMBEDMENT W/EPDXY @ 48"O.C. C) z z 3�: 0 U Ld < L'i wNEW 8"X8" CONC, FOOTING W/1 #5 ROD CONTINUOUS C,Q (TYP AROUND PERIMETER) 3'-1U" 21 6" 14'-8" L0 EXISTING CONC. StAB 4" TH. W TO REMAIN 'CONC. SLAB 2500PSI MIN z uJ W/FIBERMESH OR TIE NEW ;"X8" IH. EDGE TO FOUNDATION #5 6X610/lo W.W. MESH W 1 6" EABED W/EPDXY (7p) ui C) 40'-0" u LL W C� C) (� W a, 0 I C) LL F- 'r. z 06 (y) W GENERAL FOUNDATION NOTES: 1. All concrete slabs shall have a compressive strength of not less than 2500psi @ 28 days. Slabs shall be reinforced with fiberrnesh or 6x(5 10/10 welded wire mesh on 6mil vapor barrier over clean, compacted, termite treated fill. 2. Concrete footings shall have a compressive strength of not less than 2500psi 9 28 days. 3. Reinforce footings with #5 bars unless rioted otherwise. All bars shall be deformed and be clean and free from rust and scale. Splices shall overlap a minimum of 25.". FOUNDATION PLM 1/4"= 1 f -0" SCALE SEE DRAWING PROJECT NO, 201 1 --REID SHEET____ 1 0 F