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Home My WebLink About429 S Summerlin Ave 12-45 (garage door)rVf-K-,D 0 GJ 6 2.,011 App, ocumented Construction Value: 00 JobAddress, �-IdO 5,:5vyiMea,(,iA1 AVE Historic District: Yes El No 4 Parcel ID- _-30-/j 31-6 .0000 -0 VY0 Zoning: Description of Work: 6V_(_A9G E C)U(SrZ 44/10 CAEA-6 C-_ . D®0Y-?-- Plan Review Contact Person: Phone-. Fax: E-mail: Title: Property Owner Information qO7 - (52 Name Phone: Street: L/ Resident of property? city, state zilp- Contractor Informaflon Name /W kC MCCWTL� Phone: 0 &L— 7117— 70 -70 Street: _61679 5('11KM(FR(_IA1 AUE- Fax- 'j/0AJ l_ .._ City, State Zip. State License No.� COCOL16503 Arch tett/ ngsneer Mormation Name: dIR 0 WI(_50'qj._ PC - oc q710 Street: -q(96 /90F City, St, zip- Mx4eml(I-rc �r>m- F(-. 327lq Bonding Company: Address: Building Permit Square Footage:,' 16 tf Z6 No. of DwelRing Units: Electrical 0 New Service - No. of AMPS - Phone: *7- 4 - (105,:;-2 E -mail. - Mortgage Lender: Address: Construction Type: 061C No. of Stories: Flood Zone: Mechanical CI (Duct Layout required for new systems) Plumbing D New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads. Pr RIAN F. NO -FES TO BUILDER/CONTRACTOR; 1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION, DIMENSIONS SHOWN ON THE PLANS ALWAYS "FAKE PRECEDENCE OVER SCALE OF DRAWINGS, 2, VERIFY PLUMBING FIXTURE LOCATIONS AND INTERIOR BEARING FOOTINGS PRIOR TO FOUNDATION POUR. 3. THESE PLANS WERE ASSEMBLED WITH THE INTENT THAT ANY PERSON REASONABLY EXPERIENCED IN CONSTRUCTION WILL BE ABLE TO BUILD THE STRUCTURE SHOWN ON THESE PAGES. HOWEVER, THESE PLANS ARE NOT TO BE CONSIDERED A COMPLETE CONSTRUCTION INSTRUCTION MANUAL, NOR A COMPLETE TREATISE ON THE APPLICABLE CODES. 4, READ AND UNDERSTAND ALL DETAILS BEFORE COMMENCING CONSTRUCTION. MANY DETAILS REQUIRE A DEVIATION FROM STANDARD BUILDING PRACTICES SUCH AS REDUCED STUD SPACING, SPECIFIC LUMBER SPECIES, OR A PARTICULAR ORDER -OF --ASSEMBLY. THESE THINGS ARE MUCH EASIER TO CONSTRUCT CORRECTLY THE FIRST TIME THAN TO FIX AFTER THEY ARE ALREADY IN PLACE, 5, IF AT ANY TIME QUESTIONS ARISE ABOUT THE INTENT OF A NOTATION OR DETAIL, DO NOT PROCEED UNTIL YOU HAVE CONTACTED AND RECEIVED CLARIFICATION FROM DDB SWEET,INC. NO. REVISION AND DATE ITEM Ai & 1 L 77 PLAN SHEETS I OF 4 COVER SHEET 2 OF 4 EXISTING FLOOR PLAN 3 OF 4 ELEVATIONS AND NOTES 4 OF 4 PLOT PLAN WINDSPEED = 120 MPH/ 3 SEC. GUST WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATAGORY = 'B' EXT, COMPONANT AND CLADDING = + 12.5 TO - 19,9 PSF WINDOW PRESSURE + 23,6 TO 25A PSF INTERIOR PRESSURE + 25.9 TO 28.1 PSF RONALD H. WILSON P.E. LIC, # 9710 466 WEATHER FIELD AVE. ALTAMONTE SPGS. FL. 32714 PHONE. 407-682-4052 FAX 407-682-3841 N - - SEAL LEG LOTS 84 + 85 + S 1/2 OF LOT 83 FOR MELLON PB 3 PG 69 PARCEL �.D.#-. PARCEL I.D.#:30-19-31-525-0r)00-0840 IN)I I'm REMOVE EXISTING METAL GARAGE DOORS (2) AND REMOVE EXISTING CENTER SUPPORT INSTALL PROPOSED HEADER AND PROPOSED 16' WIDE x -/'TALL METAL GARAGE DOOR. FRIM OUT, o TOTAL EXISTING AREA 1,104 1?5- A rqr-VIEWE TH -OV� PEW j,Rc)c;lzvrj �pjj )r Co�,�S-CRUED TO j3E A Viol -ATL, T AS AUT' 'H'- AN 0 -)Fb< AND i4C) A F'RG)VI.,I0NSUR "E T'E<=1 4Id1CAl 'N-r EWILDIN(:-� jsr3UANCE C�r- --V �UIRING CORREC y_)r - FVj()�,j THEWfAFI-ER - -. p�j - yj-IC. rK-ANS, -nom al-- r'PRO R ( 'Tj C)I:z VIOLATJC)1\1� OF -IL-- CODES. SPECIALIZED IN: ARCHI TEGIFURAL PLANS: ENGINEERING PLANS: SIT PROJECT MANAGEMENT Pho SWEE"T9 lue FA) "We Bring Visions To Lift Emafl- ddt PLAN FOR BRAN F. TO 429 SOUTH SU ADDRESS: SANFORD,--FL._. DA E'. 08/2011 SCALE: SOI T. )USE, AL U riONS AND GARAGES CIVIL, SEPTIC AND SUBDIVISIONS PROP. LD.#-.30-19-31-525-000�ollm s o� NOTES TO BUILDER/CONTRACTOR, 1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION, DIMENSIONS SHOWN ON THE PLANS ALWAYS TAKE PRECEDENCE OVER SCALE OF DRAWINGS. 2. VERIFY PLUMBING FIXTURE LOCATIONS AND INTERIOR BEARING FOOTINGS PRIOR TO FOUNDATION POUR, 3. THESE PLANS WERE ASSEMBLED WITH THE INTENT THAT ANY PERSON REASONABLY EXPERIENCED IN CONSTRUCTION WILL BE ABLE TO BUILD THE STRUCTURE SHOWN ON THESE PAGES, HOWEVER, THESE PLANS ARE NOT TO BE CONSIDERED A COMPLETE CONSTRUCTION INSTRUCTION MANUAL, NOR A COMPLETE TREATISE ON THE APPLICABLE CODES. 4, READ AND UNDERSTAND ALL DETAILS BEFORE COMMENCING CONSTRUCTION, MANY DETAILS REQUIRE A DEVIATION FROM STANDARD BUILDING PRACTICES SUCH AS REDUCED STUD SPACING, SPECIFIC LUMBER SPECIES, OR A PARTICULAR ORDER—OF—ASSEMBLY, THESE THINGS ARE MUCH EASIER TO CONSTRUCT CORRECTLY THE FIRST TIME THAN TO FIX AFTER THEY ARE ALREADY IN PLACE. S. IF AT ANY TIME QUESTIONS ARISE ABOUT THE INTENT OF A NOTATION OR DETAIL, DO NOT PROCEED 'UNTIL YOU HAVE CONTACTED AND RECEIVED CLARIFICATION FROM DDB SWEET. 4 7' 3 3' 10 13'5 0 U, Od 4 7' REMOVE EXIST. GARAGE DOOR (METAL) 1/4))=l D„ LOAD BEARING WALLS HEADER/STUD/aTRAP CHART (NTS) 1EADER SIZE �1ASIMUM PAN IEADER # EACH END (� F TSUD S GTFI a EA i,� END STRAEACHPEND OF HEADER (2)2X6 5"-1" 1 1 1 2 2X8 6 —0 1 1 1 (2 2X108'-2" 220 VOLT OUTLET 2 2 2 (2)2X12 9 —8 2 2 a ------------- I' _._.....11068 ------ 31 13'5 RBMOVE EXIST. GARAGE DOOR (METAL) REMOVE EXIST, CONC. BLOCKS FROM SLAB f0 HEADER I �I This certifies that these plans meets or exceeds the 120 mph/3 sec, gust wind(oad requirements of the 2007 Edition of the Florida Building Codes, EXIST, PRECAST HEADER EXIST. CONC. BLOCK WALL EXIST. CONIC, FOOTER 0 i E LECTR C AL_ LEGEND SYMBOL_ DESCRIPTION =e DUPLEX RECEPTACLE 1/2 S.W. 1/2 SWITCHED DUPLEX RECEPTACLE = GFI GFI PROTECTED REEPTALCE AWP/CFI WEATHERPROOF/GFI PROTECTED RECEPTACLE �s SINGLE RECEPTACLE =9 220 VOLT OUTLET _eCLc DUPLEX RECEPTACLE (CEILING MOUNTED) SINGLE POLE SINGE THROW SWITCH 13 3—WAY SWITCH t� 4—WAY SWITCH CEILING MOUNTED INCANDESCENT FIXTURE - SUSPENDED INCANDESCENT FIXTURE T RECESSED INCANDESCENT FIXTURE wr RECESSED WATERTIGHT INCANDESCENT FIX- URE RECESSED EYEBALL INCANDESCENT FIXTUR 1 0 1 FLOURESCENT LIGHTING FIXTURE 1-0 WALL MOUNTED FIXTURE FLOOD LIGHT TELEPHONE 6 DOOR CI -TIMES PUSH BUTTON FOR DOOR CHIMES TV CABLE TELEVISION OUTLET -� CEILING FAN LOCATION OR PREWIRE SD SMOKE DETECTOR ---(D THERMOSTAT C) CARBON MONOXIDE DETECTOR EXIST. CONC. LINTEL -PROP. LVL BEAMS BY OTHERS (REDHEAD lIITO CONC. WALL 1/2" DIA. X6" LONG) 32' DOOR TRACK EXIST. CONC. BLOCK BUILD OUT FLUSH WITH BOTTOM SIDE OF DOOR OPENING 2 X 6 (PT) PLATE EACH SIDE OF DOOR OPENING 32" (3) 1/2" AB -7" LG, Cc) EA. DOOR TRACK lz W/2" SO. WASHER & NUT AT FILLED CELL (EXIST.) 16" EXIST. CONC. SLAB GARAGE DOOR TRACK MOUNTING DETA N.T.S. LEGEND '�ii,ii)0 77,% = NO CONSTRUCTION AREA = EXISTING 8" CONC. WALL I = EXISTING 8" CONC. WALL AREA OF CONSTRUCTION I = NEW NON LOAD BERAING NAL W/STUDS 24" O.C. HB= HOSE BIB M.T.= METAL THRESHOLD WINDSPEED = 120 MPH/ 3 SEC, GUST WIND IMPORTANCE FACTOR = 1.0 LVL BEAM WIND EXPOSURE CATAGORY = "B" EXT. COMP❑NANT AND CLADDING = + 12.5 T - 19,9 PSF WIND❑W PRESSURE _ + 23.6 TO - 25.1 PSF INTERI❑R PRESSURE _ + 25,9 TO - 28,1 PSF DIMENSIONS TO TAKE PRECEDENCE OVER SCALED DRAWINGS ALL RECEPTACLES IN SLEEPING AREAS TO BE ARC FAULT NOTE: IT IS 'THE RESPONSIBILITY OF THE BUILDING CONTRACTOR TO REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOUR PLAN AND ELEVATIONS AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD, P ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY CONTRACTOR AND/OR OWNER PROPOSED GARAGE ALTERATIOil FOR BRIAN TOOLEY 429 S. Sl9MMERLIN AVE. SANFORD FL 32771 ?UA ddbsweL-t@eprthlink.net SWEET, INC. 407"-221-5108 SEAL GATE, ORN1 I DRAWN BY: D. SWEET 2HT 2 OF 4