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HomeMy WebLinkAbout115 E Jinkins Cir 11-853CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION �'� _ co Application No: Documented Construction Value: $ Job Address: J % N L % N S Ct 2 S At-35�- L 3)Q 73 Historic District: Yes ❑ No Parcel ID: Zoning: Description of Work:! fi Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information t� H O-1 900- 7 3 Name 1 Phone: /9 Street: I 1 ` �s�c� t>,t c Resident of property? : 1 City, State Zip: A 1 rC�c.V� ',V- L 'S Contractor Information Name Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: Building Permit ❑ E-mail: t Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: Mechanical (Duct layout required for new systems) y %" N0Tv1Aj6 30tH L 6btlOi W08 aldUy 1161061 �i 0 x.612 - `. ;iOS •zS d!3 z�ugxJ mnt9J �At =_ Au r SUR 13 a not2at1ntno n2A q16 O 1600110 ! poiAT tOnD StFiries. - Plumbing ❑ New Construction - No. of Fixtures: — Fire Sprinkler/Alarm ❑ No. of heads: i a MM -- SP4 OR RSP4 TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. SHINGLE ROOFING TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS OVER #15 FELT & UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A 122" 4 PLY NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. OVER 1/2" HEADER GABLE END NAILING: „ -�I 5' ROOF EDGE 4' �_- SEE ELEV. CDX PLYWOOD (SEE HEADER CHART) 8D COMMON NAILS NAILED © 4 O.C. I HEADER BEARING WALL NAIL PATTERN: R-19 BATT SIM?SON LSTA9 AT 1. PLYWOOD: (FIELD) USE 8D NAILS © 12" O/C 7 —C 4' INSULATION EVERY CRIPPLE BOTT. FULL LENGTH OR O.S.B. (EDGE) USE 8D NAILS @ 6" 0/0) OI =f'- W/ EAVE BAFFLE WALL STUDS 2. GYPSUM: (FIELD) USE 5D NAILS @ 10" O/C �O RIDGE SIMPSON LSTA12 10d NAILS Q MTS12 ® 12"O.C• (EDGE) USE 5D NAILS 7 0/C 7i-5 I �.� SEE ROOF NAILING PATTERN: PLYWD OR OSB HEADER STUDS BOTH SIDES „ELEV. STAGGERED 1 ZONE 1 — USE 8D COMMON NAILS © 12 0/C O O 4' EXIST. ROOF OR _-_2 Rows2 ZONE 2 — USE 8D COMMON NAILS ® 6" 0/C OO Q AS NOTED —� 3 ZONE 3 —USE 8D COMMON NAILS 4 0/C ' TRUSS BRG 8'-0" 1/2" GYPSUM CEILING: USE 5D NAILS ©7" o/c ZONE CHART 5' T 1/2" CEILING ---1 2" x 8" A.B. / c� 48'. O/C SENCO 2 1/4' X .131 & PASELODE 2 1/4 X .099 PNEUMATIC NAILS MAY BE USED IN LIEU BOARD. P. T. 1 x OF 8D COMMON NAILS. NAILED ©5 O.C. EDGES & @ 10 O.C, FIELD 1x8 G. P. PRIME FASCIA „ H5 ,SP4 OR RSP4 SP2 ©16 O.C. WOOD HEADER— SEE HEADER CHART 2x SUB—FASCIA PERFORATED ALUM. SOFFIT LOAD BEARING WALLS HEADER/STUD/STRAP CHART (NTS) 2 SYP EADER SIZE. MAXIMUM — SPAN ^—I.: [H DER STUDS EACH END FU LL L_NGTH T S1UD S) STRAPS ACEI END — — 6-10d 4-10d 585 1 DCVI END OF HEADER (2)2X6 5'-11, W/SHINGLE R010FIVIG 735 MTS12 14-10dx1 GENERAL FRAMING NOTES: SP1 @ 16"O.C.1. / 1000 d� — EXISTING, -CMU WALL All lumber to be Southern Yellow Pine #2 or Spruce #2 LSTA24 OF HOUSE — LSTA30 7/8" STUCCO, LATH & with maximum content of moisture 19%. Exterior lumber 14'-0' WINDOW 1 R6 SUPPLY & - FASTENERS UPLIFT(133) CAPACITY SP -1 6-10d 4-10d 585 EXISTING GABLE ROOF R13 INSULATION 890 SP -4 W/SHINGLE R010FIVIG 735 MTS12 14-10dx1 GENERAL FRAMING NOTES: SP1 @ 16"O.C.1. / 1000 d� — EXISTING, -CMU WALL All lumber to be Southern Yellow Pine #2 or Spruce #2 LSTA24 OF HOUSE — LSTA30 7/8" STUCCO, LATH & with maximum content of moisture 19%. Exterior lumber 14'-0' & 7/16" OSB OR 1/2" to be pre<�3sure treated. Studs may be SPF stud grade. LSTA36 CDX PLYWD OVER 2X4 WOOD 2. All exterior doors and door to garage must be of solid TA3 STUD FRAMING © 16' O.C. core wood or insulated metal. 4"TH. CONC. SLAB, 2500 PSI MIN. 11-10dxl\1365 - FIR 16' O/C 21'-0' 3. Windows and doors must meet standards of FBC 2007 ED. W/FIBERMESH OR 6X6-10/lo W.W.MESH 24'-0' 2' X 8' SOUTHERN 2 X 4 P.T. BOTT. PLATE WITH for- wind resistance in both design and installation. 17-10dx\ 9130 _.........._ ' 1/2"DX7"A.B. © 24" O.C.& 4. Provide cideauate bracing and bridging to trusses and ON 6 MIL V.BARRIER & EXISTING CONC EXISTIPlG CONV. FRAMED GABLE ROOF W/IN 6" OF ANY CORNER UNLESS conventional frame roof to resist wind and other lateral SLAB NG 32-16d ;inkpr+id holt 5960 NOTED OTHERWISE forces in accordance with FBC 2007 ED. 2900 ,Q 1/8))= V —0" 0"D.X16"W. CONC. FOOTING W/ 18-16d+2- Id bolts 9320 H10 CT10 A H2.5 GENERAL FOUNDATION NOTES: 3/8"-1'-0" H3 2 #5'S CONTINUOUS 1. All concrete slabs shall have a compressive strength of not less A35 than 2500psi @ 28 days, 385/55E MGT 22-10d 3665 Slabs shall be reinforced with fibermesh or 6x6 10/10 welded wire 14-16d sinkers 17.85 HGT-2 8-10d+rd bolt mesh on �6mil vapor barrier over clean, compacted, termite treated I—III--I I I bolt 9035 --- fill. III—III—II ��' -- a III—III— _ 2. Concrete footings shall have a compressive strength of not less _ _ EXISTING III—III • _ III—III—III— _ than 2500psi © 28 days. LL sV T@ 3. Reinforce footings with #5 bars unless noted otherwise. All bars SLAB—III—II = _ _—II—III—III X shall be deformed and be clean and free from rust and scale. —III— I (I rII—III=—III—III Splices shall overlap a minimum of 25". II—III—III—III—IIMIII=III— II=I 11—I I I—I I I=1 11-1 11—I 4. Unless noted otherwise extend slab 1-1/2" at door openings. III--III=III--III—III—I I 2X6 SYP RAFTERS III=III=III=III=III- 24"O.C, R/A EXIST. NEW 2X8 P TYPICAL FRAME WALL SECTION ROOF RIDGE-@ W/ N. T. S, A34 R> r*rER/RIDGE —KNEE WALL LTJ/DBL. TOP PLA,"i•E REMOVE EXISTING RAFTER rAIL \\--- f fEW WOOD BEAM - DBL 2XIO'S W02)H1SZO EA END OF BEAM TO WALT_ -NEW G" :STUD FkAMING @ 16"O,C. CONIC. DRIVE SLA[3 s; C1EW CONCRETE FOOTING 1 R6 SUPPLY & - FASTENERS UPLIFT(133) CAPACITY SP -1 6-10d 4-10d 585 EXISTING GABLE ROOF 6-10d 6-10d 890 SP -4 W/SHINGLE R010FIVIG 735 MTS12 14-10dx1 2X8 SYP RIDGE BOARD IRIDG R^-TeRJRIDGE MTS20 / 1000 d� — EXISTING, -CMU WALL 755 LSTA24 OF HOUSE — LSTA30 22-10d 1670 14'-0' - oA-11 LSTA36 2' X 6' SOUTHERN 1715 TA3 6- 0 HETA16 11-10dxl\1365 - FIR 16' O/C 21'-0' 2' X 8' SPRUCE, EXISTING LIVING 24'-0' 2' X 8' SOUTHERN PINE 24' D/C FLOOR — 17-10dx\ 9130 _.........._ ' 14-16H 6_16d 1,950 HGUS96-? EXISTIPlG CONV. FRAMED GABLE ROOF HTr16 :a W/SHINGLE ROOF NG 32-16d ;inkpr+id holt 5960 ABU44 ROOF FRAMING PLAN 2900 ,Q 1/8))= V —0" ARLI88 18-16d+2- Id bolts 9320 H10 CT10 A H2.5 5-8d 5-8d 3/8"-1'-0" H3 —KNEE WALL LTJ/DBL. TOP PLA,"i•E REMOVE EXISTING RAFTER rAIL \\--- f fEW WOOD BEAM - DBL 2XIO'S W02)H1SZO EA END OF BEAM TO WALT_ -NEW G" :STUD FkAMING @ 16"O,C. CONIC. DRIVE SLA[3 s; C1EW CONCRETE FOOTING CONNECTOR SCHEDULE R6 SUPPLY & MODEL # FASTENERS UPLIFT(133) CAPACITY SP -1 6-10d 4-10d 585 SP -2 6-10d 6-10d 890 SP -4 6-1 Odx1 735 MTS12 14-10dx1 1000 MTS20 14-1Odx1 1000 LSTA12 10-10d 755 LSTA24 18-1Od 1295 LSTA30 22-10d 1670 14'-0' - --1 LSTA36 2' X 6' SOUTHERN 1715 TA3 6- 1995 HETA16 11-10dxl\1365 - FIR 16' O/C 21'-0' 2' X 8' SPRUCE, - 24'-0' 2' X 8' SOUTHERN PINE 24' D/C 11E 190 17-10dx\ 9130 _.........._ ' 14-16H 6_16d 1,950 HGUS96-? 90-16d 8-16H 9000 HTr16 1816d+id Olt 3480 HTT29 32-16d ;inkpr+id holt 5960 ABU44 12-16d+id bolt 2900 ,Q ARLI88 18-16d+2- Id bolts 9320 H10 - B-Hdxl\ 8-Bdxl\ 905 H2.5 5-8d 5-8d 415 H3 4-8d 4-8d 455 A35 12-18dxl\ 385/55E MGT 22-10d 3665 LGT-2 14-16d sinkers 17.85 HGT-2 8-10d+rd bolt 6485 HOT -3 bolt 9035 - f 14 MQHA(H=7�_18- + 1 AIRFX8 TOP 1885 ATR[X4F FACE LL sV T@ ATR is all threaded rod —KNEE WALL LTJ/DBL. TOP PLA,"i•E REMOVE EXISTING RAFTER rAIL \\--- f fEW WOOD BEAM - DBL 2XIO'S W02)H1SZO EA END OF BEAM TO WALT_ -NEW G" :STUD FkAMING @ 16"O,C. CONIC. DRIVE SLA[3 s; C1EW CONCRETE FOOTING 11MITIf,IG HEII]HTS EXTERIOR #2 T J D S SIZE STUD MATERIAL & O/C SPACINI, MAX, HT. 2',..X 4' SPRUCE, R6 SUPPLY & 8'-4' 2' X 4' SPRUCE, FIR 16' 0/C! _ 10'-0' 2' X 4' SPRUCE, FIR 12' O/C:— _ RETURN DUCTS KITCHEN 91-0' 2' X 4' SOUTHERN - PINE 16' O/C - 11'-0' 2' X 4' SOUTHERN PINE 12' O/C FROM[XISTING 2' X 6' SPRUCE, FIR 24' O/C 13'-0' 2' X 6' SPRUCE, FIR 16' O/C 2' X 6' SPRUCE, FIR 12' O/C 18'-4' AHD PINE 24' O/C 14'-0' 2' X 6' SOUTHERN — — 17'-0' 2' X 6' SOUTHERN - PINE 12' O/C - 19'-8' 2' X 8' SPRUCE, FIR 24' O/C 0'-0" FINISH FLOOR - FIR 16' O/C 21'-0' 2' X 8' SPRUCE, - 24'-0' 2' X 8' SOUTHERN PINE 24' D/C _ 18'-4' 2' X 8' SOUTHERN PINE 16' O/C _.........._ ' _ ..._.............._ .... _._._.._ .._ . _....._.:.. - 26'-0' Ugym, ULA 4CILLJ # ! ! 0'-0" FINISH FLOOR ,0$� CL ,Q S.D. 2'8" X6'8"(� CUT BRICK AWAY FROM CMU WALL_ FOR NEPI FRAME 4 LL sV T@ X HARTiCALI.Y ADS24'O.G R/A LA DRY 3'XIr3'8" LEXISTING OTIE NEIN WOOD FRAMING,. . 4 41_8w BRICK TO EXLiTINGCPIU'flALL >S.D. 9 VENEER Wi/""b X 6' REDHEADS -- 24'OCVERTI GALLY 12X12 SUPPLY III III +. 0'-0" F11 ISH FL❑OR 00 6( II i, EO I I Ld _ I -C, Z i III ' EXISTING CONCRETE III DEN - DRIVEWAY III 0 III III III r - , -- III IT PLAN FLOOR 20'--0" NEW 7/8" STUCCO OVER LATH, NEW 378sf _ 1/4"=1'-0" HOUSEWRAP, 7/16° OSB & WD STUD FRAMING Q 16"O.C. 11MITIf,IG HEII]HTS EXTERIOR #2 T J D S SIZE STUD MATERIAL & O/C SPACINI, MAX, HT. 2',..X 4' SPRUCE, FIR 24' 0/1- 8'-4' 2' X 4' SPRUCE, FIR 16' 0/C! _ 10'-0' 2' X 4' SPRUCE, FIR 12' O/C:— _ 2' X 4' SOUTHERN PINE 24' O/C 91-0' 2' X 4' SOUTHERN - PINE 16' O/C - 11'-0' 2' X 4' SOUTHERN PINE 12' O/C — 12'-8' 2' X 6' SPRUCE, FIR 24' O/C 13'-0' 2' X 6' SPRUCE, FIR 16' O/C 2' X 6' SPRUCE, FIR 12' O/C 18'-4' 2' X 6' SOUTHERN PINE 24' O/C 14'-0' 2' X 6' SOUTHERN PINE 16' O/C 17'-0' 2' X 6' SOUTHERN - PINE 12' O/C - 19'-8' 2' X 8' SPRUCE, FIR 24' O/C 17'-0' 2' X 8' SPRUCE, - FIR 16' O/C 21'-0' 2' X 8' SPRUCE, FIR 12' 0/C 24'-0' 2' X 8' SOUTHERN PINE 24' D/C _ 18'-4' 2' X 8' SOUTHERN PINE 16' O/C _ 22'-8' - 2' X 8" SOUTHERN PItIE 12' O/C - 26'-0' 2X8 RIDGE BD. NOTE: RIDGEBD. MUST BE A35 CLIP EACH ONE SIZE LARGER THAN SIDE 2X6 RAFTERS © 24"O.C. RAFTERS �\ UP TO 11'-9" SPAN ( FOR WIDER SPANS SEE CONV. FRAMING CHART) /2X6 COLLAR TIES EVER'( OTHER RAFTER SET 1V/;3 - 10d NAILS — EA. END ' --'/"D•X4" LAGS INTO TOP CHORD OF EACH TRUSS OR , . , , ,—, , — RAFTER BELOW OR USE MTS12 R.C,'. EVATI I - LEFT' era 1/4"= 1 '-0" EXI ING GABLE ROOF & GABLE END 12 To .."HAIN BEY00 SE.1 NEW BEAi,1 ONTO EX!S E Ch IJ 'iVALL & NEW FRAtAE WALL SEE ROOF EXIS-LANG CONY. FRAMED GABLE ROOF > w/SHINGLE ROOFING — — — -- -------------- ----- -- INEW 25 - - _ .. Exls nr1G CONC. Bl ccr " . ' . , : • ' : I ,_i r ? w r .,r iEPl. rE R Bf 3:, 3 WALL OF H�LrJL � rQLN 'l/t3'' `. CJ.,I,J. QCrE:R LATH, HOUSE -WRAP,- I I r r CONIC. BLOCK r� s I/if" O J tic WD I t s I (-1-)24.7 S`rUD FRAIMING CO 1G`4.G: L '.r �� .a.�, (—)26.9 - � _— :—__ .�_ � •—_ —y. '_—. _— '— � _ —_ —_ —_ • �- _. —_ .• RIGHT EVATIUN FROM ELE trAT1Ito H _ER FFICE r , �— E:vs'r, r n 4 STE up FLOOR t 1 r KITCHEN - -- - CUT BRICK AWAY FROM EXISTING SLAB. CUT AS CMU V011 -L. TIE 111 8VI1 #5 fiEp'D TO PLACE BENT a Ep xin. 6 Mitt FOOTINGINTO FOOTING EA. 78W LAUNDRY/ -Z 77771777, —�---- I �A NEIN CONG. CAPF13ER1 -H UR N W H DRYER AMIE 6X6'%, w.r HEST DN 6 t 1L HARRIER & TEFTaIE -if PER CODE h! kJ Mph LITHIC SLAB (Hr. '(o^I st —EXISTING BRICK I / e ?01'0.X i W CONC. FOOHNG '..,- I✓ ,# VENEER XISrING FO 'nPJG f SLAB TO REMAIN 00 1,1E`N CONIC, CAP W.FIB ERMESH OR I NEW MONLITWC SLAB (H r. VARIES) P 201)./.16"W. COh1C. FOOTING WJ2 I, 6X61% W.W. MESH ON 6 MIL LTJ IA 5'5 CONTINUOUSV. BAitR{ R & TERMITE 'TREAT PER CODE • •�' .. ie : of EXISTING SLAB. cuT AS EXISTING CONCRETE EXISTING FOOTING & SLAB ' REr.T'D TO PLACE NEW DRIVEWAY To REFIAIH FOOTING _ I • I .I 'nE new vof)riw1'0 EXISTING — w12 ti 5's a/6' ErSBnmm r N/EPDXf L --—.— ------- --- --- EXISTING FOOTING & SLAB TO REMAIN 20'__0" F OLJINI. P LA INJ 1/4"=1'-0" KITCHEN EXISTING CMU WALL OF HOUSE REMOVE wirwOw. y 19WE IN optic'. Rerlc . DOOR,EXISTING CONCRETE i''10PHPNG, EXIST. STEaL LAUNDRY — — — — — -- -- — Ct)LUMN FLOOR ----- -_ - - - - - DRYER AMIE t--XISTING CONCRETE W. H. FLOOR I I-�xlsrlr.G Wo BEAM - 't" ;a' TEF up I I FF REMOVE WINDOW. FRAI•IE IN OPtiG. EAIS f it IG CMU ,TALL OF HOI,iSE I I EXISTINGI I I I I WOOD BEAM ( II II II I� EXISTING CONCRETE I I I I EXISTING CONCRETE I I EXIST. STEEL FLOOR I I I I DRIVEWAY COLUMN co �i Iii I I r,1 II II II II II II EXIS T1PIv [RIDGE B _AM I I EXISTING r, COURSE. I Ir I I CMU WALL EXIST STEEL I I -EXIST. STEEL II II `pLLJMI CU!_UMT1 EXIST. STEEL COLUMN 20'--0" PLAN FLOOR 1/4"=1'-0" EXISTING 378sf E 1 TING BRICK v:11_ER OFFICE 4) <u 0 '- C6 O s iD clO h7: LU " tN O ., IOrq. _j tie LO Q co O 1-- z Q w:D� o' 0 W -� W L0 lil Z ('11, n O O W W U �(n JW L w0� 0Z00_. J r.1' (n Ld z 0 0 C Uj W t]� Z ,fQmZ Ld L •- 0CI]J-C �J LL1 c;6 c' i- U Z a- I�- Q' p 0_. Vl O LL 2 UO 6W C? W Q� Q NI-- I 1- 0 Lil Q Z --- O W F-- ::D Co •- T �_jQQZaf� cn ��a,�o�U0 j. O��ws LDyQzv' �LLJ W �t-Z- F UZWUpZO�JIj V)X'0Ccf <z0zl-1)(7 Ld I -Q C!' L1 0 F-- O (f) Li CV Tl) d - DATE 02 11 11 SCALE noted 1 OF I I SCALE WAYNE GANDY, P.E. P.E. #33134 720 S. O.B.T. ORLANDO, FL 32805 I I Lai M-1 UJ 0 Q �:�eW yg a D I mssm 0 Z C) Ugym, ULA 4CILLJ # ! O ,0$� CL ,Q DATE 02 11 11 SCALE noted 1 OF I I SCALE WAYNE GANDY, P.E. P.E. #33134 720 S. O.B.T. ORLANDO, FL 32805 I I