Loading...
HomeMy WebLinkAbout101 Bel Fiore Cove 12-1255 Screen EnclosureRECEIVED ,qr�v MAR 2 6 Z01Z 0 rP 31 BY: CMy_OF—S NFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: i oG--' jc�SS Documented Construction Value: $ °? Job Address: 1(0( I 6 Qf e rrw—, SQ Y1 Historic District: Yes ❑ No Parcel ID:Zoning: Description of Work: ✓��J � is 4 51 �gcreeig nxkzu 649. Plan Review Contact Person: 326e . X.l (10 Title: Phone: go " -2QQS Fax: L40 - ;_ E-mail:Sl (V ir+Y-en {Qe_R, Property Owner Information Name �.� nu �� Phone: Street: 650 Resident of property? City, State Zip:C)h ( 3-?-)7 / , Contractor Information Name Shp( (I _e Y d ' DqG- Phone: Street: �"11 q Lay, hu�_4 bo �6 Fax: 01-3b3-161 I% City, State Zip: 0f laodo State License No.: SC j1`I qq((J' Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Building Permit [I( Square Footage: No. of Dwelling Units: Electrical ❑ New Service — No. of AMPS: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Mechanical 13 (Duct layout required for new systems) Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. GUa , Signature of Owner/A e t ate Print Owner/Agent's Name Notary Public - State of Florida My Comm. Expires Dec 6, 2013 Commission # DD 926520 Bonded Through National Notary Assn. Owner/Agent is Personally KikoNyn to Me or Produced ID Type of ID t APPROVALS: ZONING: A to 3' �TkTILITIES: ENGINEERING: C91911T, IIT, 14`_ I&-] 3g1� o Contractor/Agent Date C,p I t VOL, Pr t Contractor/Agent's Name )2!mla �d FIRE: Notary Public - State of Florida My Comm. Expires Dec 6, 2013 Commission # DD 926520 Bonded Through National Notary Assn. Contractor/Agent is V Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11.08 REVISION PERMIT # � d I a s-S DATE PROJECT ADDRESS 10 k -:Z ` APR 6 2Q12 CONTRACTOR t/ � PHONE # 3 �3 " FAX # CONTACT PERSON DESCRIPTION OF REVISION UTILITY DEPT FIRE PREVENTION PLANNING BUILDING n 5974 LalmLnnt Dr. Orludo, P132619 Offiee:407J61.9M Pam 407-363-7909 small• .dlrertresd,�^c0.rr.mm 815" PERMIT # Lennar Homes 101 bel Fiore Cove Sanford, FL 32773 Lot 93 Amberlee Townhomes lX2 IX2 r 212 yN N a 2.x2 ❑ pNp�� N lit 1X2 13' 0 GENERAL NOTEi THE ANALYSIS AND DESIGN, AS SHOWN [DI THESE 2009 STANDARDS SUPPORT AND TRANSFER ALL APPLIED D.L, LL, AND WIND LOAD C13MBIMTI13NS BOTH VERTICALLY AND HORIZONTALLY THROUGH THE PROPOSED STRUCTURE INTO THE MOBILE HDRE AND THEN INTO THE EXISTING GROUND. Ultimate Wind Speed 140 MPH Use Wind Speed1b MPH Wind Fo a FBCB 1609 Exposur�(Category A--_ B- > C--- D--- Design load bearing value of soil is 1,500 PSI Roof ilve load = 20 PSF Floor live load = 40 PSF Risk Category I Roof Angle 0-10 Degrees Internal Pressure Wall Pressures +16.1 -21.4 Mid Wall +16.1 -23.6 End Wall Design Wind Pressure For Components Maximum Is -294 PSF WIND LOADS PER 2010 FBCB CHAPTER 16 ALL OTHER REAUIREMENTS TO MEET 2010 FBCR ALL ALUMINUN IS 6005-T5 ALUMINUM ALLOY Sheet of F❑Ri These Standards and Ptans meet the 2010 ? Florida BUWN Code BuX&G, Section 1609 X. Mnd-�3aMP.K 2012 ALUMINUM C❑NSTRUCTI❑N STANDARDS L ENGINEER Leonard G, Wood, P.E. #47377 4034 The Fenway Mulberry, Florlda 33860 Telephone/Fax (863) 943-5031 Mobile (863) 430-2717 1� W 31 2! 21 21 2( 2° to 2A W (9 U 23 Z W 22 U In Ix 21 O LL to 20 x t— c 3 19 w a 18 U 0 17 F- o 16 a 15' X 14' 13' 12' 11' 10' 9' w n co Q O tD N co It O t0 M It Ef) c0 to t� n c0 to to f-- r s m ALUMINUM WALL HEIGHT FOR 130 MPH SCREEN CAGES`.6 QPJ, GEOM NOTE: THE ADDITION OF 2"x 2" ALUMINUM PURLINS t �tarznENMNMR WILL INCREASE THE STRENGTH AND ADD TO- THE LENGTH Le0A0M G vnod PE 147377 iGi4 Tht Ferny _ IF 48" O.C. ADD 15% TO BEAM LENGTH NoWe°"" n7 IL Z) v IU i .r- � • �, �. l�-P►fd���A�Tc'N.:� tc i3'PRi� ci°T' iZ. G32 �tiiTxt �yzXZi��r2"(�ccc;•�j,vE (�-{A�,vc'•�. f}:N©�) AA, ....--- _-_:.--- .. •-•-.• _= GI�P,iTL—LF.+I_ •�•.'t'=s: �'a /�:5'i '`•'in�n.� �.. _... _.-•---•- zx� _ 2 �y x � ••Z La x•{ • Z !/4 y. 3'�a V x,tyz. gluvv-� ore - Oft IZS ZX7 _ 3 51r+�x •.t. .-�, x�, Zu ~xR x "L l• -s 3xz-.05o i I7 Drn� G�� P Y-i 6C.16.R-r li�- l0 e ms. a a Utz- - F5m5 ott. t►i6- x Crf>;/y" tOTtsIL A N1 Se iZen• )�x �+rs� i7t�s7S Ti "I? t L, pcTf"'re+•n�Lt1'SE �GEIVI).,6-�+3Awr�Sl.`tJ�O"s-t']JLs�A��. �O:rt� �P•�:T@rihp� 1Ns,Ta �>,4 bur w 574 also — M FORT ram SMnNrN ad Egos nM tM m l�Lx3is . I Lx Zy� tVrx.G mlkx vw vupit �( r (1-� Ct:sr� �..5 i •t� �w� lil -ram � r� � ' � b t �`• o'er � , � rT>a i0 'ic-gcwS 1VO'too t,C) M�v:n�vh� Oa ! i�.. �Ni�sr7�it.,Ccwc2rr, >iY 2rr f 0tmp•.f,..> I.,,(sJoor, ENGINEER Leaned 6 Wood, P.E. 047377 4034 The Ferteay &AbwryT � /FFckx ((M 943-3M Naf t (MM 430-2717 "'CER.E. NED EN,7 LOSURES SIDE WALL PIOST TO PLATE TO CONCRETE DETAIL ate- SCALE: 3" = V-0" l , 2" x 0.063" ANGLE EACI•I I 0 E ATTACH TO POST AND p JJCRETE @ LOAD BEARING �A L L. Wl (2) MIN. S.M.S. (PER SECTION 9) EACH SIDE P A \ b ANGLES AS SHOWN ABOVE MAY BE USED TD CONNECT CHAIR RAILS AND PURLINS PURLINS ANCHORED V`ll CLIPS OR 910 SCREWS THROUGH PURLINS INTO SCREW BOSSES POST SIZE 2" x 4" MAX. 1" x 2" EXTRUSION ANCHOR TO CONCRETE Wl CONCRETE ANCHORS 6" MAX. EACH SIDE OF EACH POST AND @ 24" D.C. MAX. OR THROUGH ANGLE AND @ 24" O.C. MAX. . , FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE Wl 11M x 2-114" CONCRETE I MASONRY ANCHORS @ 6" FROM EACH POST AND 24".O.C. MAX. AND 'WALLS MIN. I,, FROM EDGE OF CONCRETE GIRTS ANCHORED Wl CLIP; OR THROUGH #10 SCREWS INTO SCREW BOSSES 1"x2"OR1"xr 44 t r. jj rPrAit