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Home My WebLink About808 Locust Ave (2)RECEIVED DEC p 1 2010 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION �v Application No: (�� Documented Construction Value: $ 1 � Job Address: _� D g 5, Lo C U 5• T- A V Q - Historic District: Yes ❑ No Parcel ID: Zoning: Description of Work: S n 4 _k' I o, -e {.e n 're n.% o d e_ ( Plan Review Contact Person: - Phone: Fax: E-mail: .p Property Owner Information 01) 79 / 7 71 Name i� 'e n e e a- t ale,yo,,, IR At,., b Phone: `f o 2 6 g- 4f G� c� Street: 15011 Ay e • Resident of property? City, State Zip: �7� t • 3 2,-7 `7 1 Contractor Information Name Street: City, State Zip: Phone: Fax: State License No. - Arch itect/Engineer o.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Building Permit Square Footage: _ No. of Dwelling Units: Electrical ❑ New Service — No. of AMPS: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: No. of Stories: Plumbing ❑ New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: e WEST ELEVATION SCALE: 3/16" •4 SOUTH ELEVATION SCALE: 3/16" = 1'-0" EAST ELEVATION SCALE: 3/16" = 11-0" 0 E NORTH ELEVATION SCALE: 3/16" = 1'-0" r. iL'PfiiLz Di IP.tISdi� 1.01 , 6LOCtf Ili. TIER V. IDM Or SAw j ACcXMf4C 10 i►Il PIAT ilKktt)t AS Nl1.'U!�P IN PLAI a= 1; PAR 60, Qi imt. Antro itico s iD1 SiMWL1Lf COUNfl, FLORIDA I 1 _..._4:1 t�K ...........� j r I I ' 44 BLOM 10 y YOU,"O" r.i 117:00' (P.& M.) 90'00'00' W �EM LOT J r x AMII V Wo:jTIER D" �I i _ �t M VlY 117.0.0' (PA M.) .. tot: ,% t . M.", IJ ICER• 'a" � 1 �Laa #1 ILI pt.o. r NOT A S�evEy� SANFORD BUILDING DF -PT- THESE PLANS ARE REVIEWED AND CONDITION ACCEPTED FOR PERMIT. A PERMIT ISSUED SIiALi-B CONSTRUED TO BE A LICENSE TO PROCEED WtM THE WOR9< ANO NOT AS AUTHORITY TO VIOLATE, CANCEL. A1.:TER. OR ` ET ASIDE ANY O- TI -IV PRGV;SIUIVS OF t E Tt��E�.1 t 11J[CAL CODES. NOR-F,HAi! ISSi1AN'"E. L A TERM,!T Pnk`VEN THE $CJ1L'bIN� L} P'i' FROM wl Tr c_A Tt [ .REC?lI F2 O AS lIt)t`J Ot Er:' a .; C.N c PLAN � T.r-L:47Qcs. /�d"OT N S Pc SE GPcl& 0 ,7- �,; TO w v � � p N Wo C N do W V W M CD C C cl in r 10� U. qr v N O pr O so �WrcN go 99 CD T o _ will _ .- N CO2 Z mmiW W DRAWN: JCL CHECKED RBR DATE: 01-22-05 SCALE: AS NOTED PROJECT NO. 071022 SHEET s 1 '® SEE SHEET 3 MODIFICATIO FIRST FLOOR REPAIR PLAN SCALE: 1/4" = 1'-0" MEET 3 FOR STRUCTURAL OICATIONS IN THIS AREA IEET 3 FOR STRUCTURAL (CATIONS IN THIS AREA EXISTING CEILING - JOIST ISI PPSON MTS12 EXISTING WALL EXISTING RAFTER EXISTING NAILS --EXISTING DBL TOP R EXISTING SIDING SECTION SECOND FLOOR REPAIR PLAN B scue: a/4•. 11-08 euu: vr.r.o• SAND CORNERS #12 x2j" SCREW 2x4 - WOOD SHIM @ CNTR SPAN EXISTING DECK -2x6 CONT (TOP RAIL) #12 x2SCREW @16" D.C.. --2x4 CONT 22 PICKET @ 5i" O.C. #12 x2l" SCREW (D-nRAILING SECTION suu: va• = r -o• TYP RAILING ELEVATION 2x4 POST O W o to � N 99 QN V W e4 gm Lu Lu M O ' m O � t U z W Wo—ece 2x4 F OST EQ Eq -- to J 23 2x4 POST 15 - 2x4 POST 2x4 OST 23 14 2x4 POS S j2jx4POST 22 AN GL��IOR RAILINGS) SCALE: vr. ra 0 ROOF REINF. PLAN SCALE: ur. r.o• ■micom i Z O O W o to � N 99 QN V W e4 gm Lu Lu M O ' m O � t U z W Wo—ece N � � r MONO -- to J z :5 a■ c: 0 0 mi um DRAWN: JCL CHECKED RBR DATE: 01.22.08 SCALE: AS NOTED PROJECT NO. 071022 SHEET REPLACE ROOF - OVER THIS AREA REPLACEABEAM 5/4" DECKING EXISTING - BRICK COL REPLACE BEAM N W a � _SIN 1 O P J REPLACE FLOOR BEAM *REPLACE BE (DBL 2x8) (DBL 2 x 12) NEW 2x8 FLOOR JOISTS @ 16" O.C. w/ SIMPSON NEW 3/4" / INGLYWOOD HU28 @ EA END ZEXISTING FLOOR TO flEMAIN NEW 2X6 w/ SIMPSON HU26 @ EA END 10'-4" kREPLACE BEAM (DBL 2x8) NEW DBL,2d2 A .. r �o .. 2x10 PT • •� r o eg esu TO BE REPLACED � EXISTING PIER .. .. EXISTING WD COL IM NEW PIER a • o sK CA J018T8 d SHEATHING � Aa. 200 PT W6 LU 200 PT " FOUNDATION/ FIRST FL 4H"O TAPCONS w/ " EMBEDMENT r-200 PT - 5/4" DECKING �- 2x8 JOIST --J A SECTION REPLACE BEAM DBL(WALL z120VE TO REMAIN) DENOTES NEW PIER RECENTLY CONSTRUCTED UNDER BEPERATE PERMIT (T1fP 6 PLACES) REPLACE BEAM (WALL ABOVE TO REMAIN) REPLACE BEAM NEW 8"x16" F_ CMU PIER I L_Jo N ■ O N L NEW 8"x16" CMU PIER W 2x2x12" DEEP FTG w/3-# 's EW BOT * SHORE BUILDING PRIOR TO REPLACING BEAM B It r i r r , r r � 1 ' --,-EXISTING " BAND BM SIMPSON HU28 5/4" DECKING SCALE: 1/4" = 1'-0" PT 2x10 2x4 w/ 6024 @ EA END SIMPSON LU26 2x6 PT Yx70 SECTION � DENOTES WALL O cmO TO BE REPLACED � EXISTING PIER ■ EXISTING WD COL IM NEW PIER Imam� REPLACE FLOOR CA J018T8 d SHEATHING PT 2x10 A ROOF FRAMING PLAN SCALE: vas. nm 2x8 @ RIDGE FLUS 26 UP OVER OR FIBERGLASS SHINGLES OVER 30 Ib FELT OVER 7/160 OSB 2x6 @ 24" O.C. OR 1/2" PLYWOOD 4-12d MTS 12 DBL 2x4 2x FASCIA YYYYW-r Ar RIGING J 2x6 CEILING JOIST @ 24" O.C. 1/2" GYP BD — ------mu R11 INS NEW VINYL SIDING OVER 7/16" OSB 2x4 @ 16" O.C. SECTION 3 SCALE: 3/4" = 1'-0" 2x6 CONT w/ 3 -14"B x 4" SCREWS @ E'�A EXISTING STUD 2x4 RAFTER @ 16" O.C. SIMPSON A35 UP /—ASPHALT OR FIBERGLASS SHINGLES OVER 30 Ib FELT OVER 7/16" OSB OR 1/2" PLYWOOD 2x6 CEILING JOIST %@ 16" O.C. RERIBI Ai A -12d - EXISTING WALL STUD MTS 12 —� 2 - SIMPSON MSTA12 UP 3 SECTION 3 SCALE: 3/4" = 1'-0" 2 SECTION 3 SCALE: 3/4" = 1'-0" 4-12d '�— 2x FASCIA NEW DBL 2x8 —EXISTING COL SLOPING DBL 2x4 FP 2x4 @ 16" O.C. DBL 20 2" PLYWOOD OR .,16" OSB AiA 0 O cmO O U� Imam� CA � Aa. W6 LU Z � O O. ... Inne Z Q H O 1caF L6 ca Y. DRAWN: JCL CHECKED NOR DATE: 01-22-08 SCALE: AS NOTED PROJECT NO. 071022 SHEET . Z," ")iJ x V,%.0►4 Sc,R.6 ws U` WAIL CSN't' AY'I'1o► t Mb TV 66JIL810 4 U4 c orir U& P.I. 'p XIL 104 w/ L.. %," ¢,. s" oEc14 tcc. ote tj s e&^ P. Aw►K. 6.6A �'-�- Zx c tT a 1V os 1.-m ei sLoexotA4 � SECTioN N9,0 e%% l as. 3/6��yaoop 4--- FGYtST,pj (i STJo Mto+� wi/ go, sar ?.Ac 1° � � � 6x'%� �o a. IVO.`'1 tx,10 GL o c V. G TO STS OLT ---'IV . (ice DIST Exlsr Ira�q GEM*' Tb 65. W&.*c1t w/ Ney D$L 'LX 5 sEGTIotJ 4APt6o ---'Ib. Sloe+ oq6& 301 Kur *At %:%puyv0so sihpsoN' L - STA 11. C SN 4tJp wl lose &Y?WAS txa- 000MSIL Sip PLIu000 2 SEcrio SM SLvrob" 0 Zw.. Pr FOOL 01' WL I000 3/4" �.Ywoao Z x G of 110"ec slimrsw 14 0 L` T Z.x to Ct4I"o.4 UIO 6Lattloic 6STwELP4 3a Is7 ''r SECT1ot,1 io SlnpssN E Sup D&L US MI 1NS. 1/10 4% Gyp 10 Zx. 4 1 V' os, Z,, . �,,, „ tD N r 3/4'' ILyr•o 00 tx s a 1 p"ate I 51mrsaw Hya -'yr ,� SECTla1J &XIsropie, WAUU NSJ 3,/e Pt.�.a000l "STA 7.4- a 6,& Sr.** ,e,r9" U PID FLO$& j&LjGcjL,,t4c 0. orAu► Mr-SKA Su6TI04 Am ol oar UAL 7 SE.GT10t_I L,O.+ twoselvoA YC ralp bo Loom dae� 3 %"#ky�sooti ZY o e I i:• LAppEo Sioi..tc. ovE+L 50 V. FS#,r o vFt I/s.. PL.Yrr000 all Jos. s T ss,,, �S'r►�t �%► f a6�Glc��y -&---- I.. G eB IvAg Zo-4. Lcwv- wl 8'" OS soo fmc-44 S.r PISAL V) O h I C O W 96 fm o "' Wo o cm as W _ N N Q 94 �Lcan W � W 09 vow m � ■o■ o a dihmoie J ou Z ce) C13Iml �Q WW C1 O DRAWN: JCL CHECKED RBR DATE: 01.22 -OS SCALE: AS NOTED PROJECT NO. 071022 SHEET .... �t<°i iNs • ��4t�u �ac� O N44L 30 Z><4 c 0 s LOA e 116" O:. ( Z S TWO) t'F 4, YL$i `r 0 S�CTIot.I ASPHALT OR FIBERGLASS - SHINGLES OVER 30 Ib FELT 1x ROOF SHEATHING `-EXISTING RAFTER 4-12d @ EA STUD 2x4 STUD @ EA RAFTER SIMPSON H2.5 @ FJ1STUD SIMPSON N2.5 @ EA CEILING JOIST rEXISTING CEILING JOIST ROOF REINFORCEMENT -� (CEILING JOISTS iTO KNEEWALL Sc,ue: ma• = ra ZA J FAsci,4 vera-yL Pru�.Feorhro S&FffT S�oA� o1lt u IL ftlor OM4R. yel �.Yv000 S 6.i, •�.,..s� SE+GTlcN a oot 07"4. Itipo 1/L" IL `._ I/144 c1yP 8.0 0 8t. Z."+ t Zk 4- STVOS C': 11010A DAL ,.x � cTw) 1 imww " MA1'CN &K4. s iLi IA 14 (Pyr gw rk cow/ -3/4 to tywoob - TSA FVL.L }It WALL Sf.«`I01Q ko ASPHALT OR FIBERGLASS - SHINGLES OVER 30 Ib FELT 1x ROOF SHEATHING DBL 2x4 R SIMPSON H2.5 EXISTING CEILIN JOIST \-EXISTING RAFTER 4-12d @ EA STUD 2x4 STUD @ EA RAFTER SIMPSON H2.5 @ EA STUD MPSON H2.5 ROOF REINFORCEMENT (CEILING JOISTS I ITO K ^J - NOTE: THIS ROOF REINFORCEMENT REUIRED � TO ENSURE ROOF STRUCTURE IS IN SO ND CONDITION � F l&w 4e #'&s atr Orsts "vr Slf1�+L1.�S 04► 3o Its F6W 04 Zx FF&W4 Fit: , Yt"%I. Sot�ir 66^b eo+� .&&L T016; s..... =�MPseN 4-w 4 toST ii s cTio,C1, FLOOR OR --'' STAIR STRINGER 2x TOP RAIL '� \ 2x2 PICKETS J C Q 5}• O.C. MAIL (81" CLEAR BETWEEN 1 PICKETS #12x3" SCREW @ EA PICKET SECTION Q STAIR RAILING � 0 0 12 SE��ION EXISTING R S1.o �N ti Lx4'a �G��aC 20 @ 16" O.C. u > > > WIND VELOCITY 1/2- PLYWOOD W/8d NAILS ROOF @ 4.O.C. @ EDGES A B- O.C. EXPOSURE CATEGORY (MMRF) FIELD EA J 2x4 DBL 2x4 EA J 3/4" PLYWOOD W/10d NAILS -.18 @ 6.O.C. @ EDGES A FIELD .+ 25.9 PSF 1/2" PLYWOOD W/8d NAILS WALLS @ 4" O.C. @ EDGES A 12" O.C. r DGE � CAM INU 'L PASINOBN MSTA 12 JACK 20 FULL Ht @ 16" O.C. AMB ON H3 G _x x Sri WA IIA. coNT �/ 3 -VV Sctsws e e& S'TVD H v tip ek-A SF. CTI Oki l3 TYPICAL OPENING FRAMING QFIRST FLOOR EXTERIOR WINDOWS & FRONT DOOR & ALL SECOND FLOOR WINDOWS SCALE: 3/40 = V-0" �A NOTES: 1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MINIMUM ALLOWABLE BEARING PRESSURE. SUBMIT SOILS REPORT BY FLORIDA REGISTERED ENGINEERING FOR REVIEW PRIOR TO FOUNDATION POUR. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301-79 AND SHOP DRAWINGS WITH A.C.I. 316-80. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR. 3. CONCRETE 28 DAY STRENGTH; SLABS, FOOTING; 2500 P.S.I. 2/ 3/40 MAX. AGGREGATE. 4. REINFORCING STEEL; ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE GRADE 40. 5. STRUCTURAL DESIGN IS BASED ON AN ENCLOSED STRUCTURE. WINDOWS SHALL BE COVERED WITH STORM SHUTTERS OR PLYWOOD FOR HURRICANE CONDITIONS TO PREVENT PROJECTILE PENETRATION. n S. DESIGN LOADS: IN ACCORDANCE WITH F.B.C., CHAPTER 16. ZAL ROOF LIVE LOAD: 20 P.S.F. WIND LOADS: IN ACCORDANCE W/ F.B.. 2007 EDITION w/ 2009 SUPPLEMENT OR 120 MPH REGION REFERENCING CE -7 INTERIOR PARTIONS: 5 P.S.F. PERPENDIC TO WALL FACE 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE W/ S.B.C. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 8. LUMBER GRADE SHALL BE: A. HEADER, COLUMNS, BEAMS #2 S.Y.P. OVERBUILT FRAMING FB -1500 PSI B. WALLS, BLOCKING, MISC. #2 SPF C. SILL PLATES #S.Y.P. P.T. 9. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. 10. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED 11. THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY SBCCI-SSTO 12.99 EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC. PARTS OVERHEAD DOORS, ROOFING, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS. 12 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS. 13. CONCRETE MASONRY: ASTM C-90, WITH 28 DAY PRISM STRENGTH OF 2000 P.S.I. MIN. WITH TYPE M OR S MORTAR. MASONRY PRECAST LINTELS SHALL BE PROVIDED ABOVE ALL OPENINGS. ALL MASONRY WORK SHALL BE IN ACCORDANCE W/ A.C.I.530 AND A.C.I.531. PROVIDE MASONRY CLEANOUTS ALL FILLED CELL LOCATIONS. NAILING SCHEDULE WIND VELOCITY 1/2- PLYWOOD W/8d NAILS ROOF @ 4.O.C. @ EDGES A B- O.C. EXPOSURE CATEGORY (MMRF) FIELD FLOOR 3/4" PLYWOOD W/10d NAILS -.18 @ 6.O.C. @ EDGES A FIELD .+ 25.9 PSF 1/2" PLYWOOD W/8d NAILS WALLS @ 4" O.C. @ EDGES A 12" O.C. @ FIELD BLOCK ALL UNSUPPORTED DGE WIND UE31UN CRITERIA WIND VELOCITY 120 MPH IMPORTANCE FACTOR 1.0 EXPOSURE CATEGORY (MMRF) B INTERNAL PRESSURE COEFFICIENT +.18 -.18 COMPONENT & CLADDING PRESSURES .+ 25.9 PSF -34.7 PSF T � w d o � a M W 9*4 W M p U Z W IW6 � TM h N co IV WaTM ■N■ o 0 0 .. y J Z y WW y � DRAWN: JCL CHECKED RBR DATE: 01-22-08 SCALE: AS NOTED PROJECT NO. 071022 SHEET 0 � w d o � a M W 9*4 W M p U Z W IW6 � TM h N co IV WaTM ■N■ o 0 0 .. y J Z y WW y � DRAWN: JCL CHECKED RBR DATE: 01-22-08 SCALE: AS NOTED PROJECT NO. 071022 SHEET Y i !L'c°f.tiLi.0 sDlt; I.ql , 11 1u. 71ER -0', TDM cIr SAMtORD, IIGCf.RRr1G 10 T►tL PLA 7►IlkEtjf AS HlG11!r lEp Ill MAY BGOK 1: l+l(Ci 50, AI TWi WJGLIC+ Rtcera dl" SfMWou CMn. FLORID i I I OLGrk 10 r• I TrLP "O 117:00' (P,dc U.) 90'00'00' W xfr FT-//], _ o ® ® LOT J10 FFM N 101000'00" ELL .;o. *; . w �.,.: ,. , .• •, ........ •�',' •..•...... tot: 4. �•• •.... .,, F`� fil.OS;tc iCr � 1 ti' }.M �• :. • I I TAO i WEST ELEVATION SCALE: 8/16" = 1'-0" SOUTH ELEVATION SCALE: 3/16" = 11-0" EAST ELEVATION SCALE: 8/16" = 1'-0" r NORTH ELEVATION SCALE: 8/16" = 1'-0" P�oIr WEAN (NOTA S��VE�� N O N I Is= Z (.� imi� r0 W = to O N W p N O W i= W M C ao�M O m w U6 CC 04 m* Z N O h O � W C.) CVS C r N ow r ONE= o OMNI a •m Z O 1— �C W t..l W DRAWN: JCL CHECKED NIR DATE: 01-22-05 SCALE: AS NOTED PROJECT NO. 071022 SHEET . I . . SEE SHEET 3 f MODIFICATIO1 FIRST FLOOR REPAIR PLAN SCALE: 1/4" = 1'-01• SHEET 3 FOR STRUCTURAL IFICATIONS IN THIS AREA EET 3 FOR STRUCTURAL CATIONS IN THIS AREA EXISTING RAFTER EXISTING CEILING JOIST SIMPSON MTS12 TYP EXISTING NAILS EXISTING DBL TOP R EXISTING SIDING EXISTING WALL N SECTION n. uo•=r.SECOND FLOOR REPAIR PLANB scap• sSCALE: vr.r.o• O SAND CORNERS #12 x2k SCREW 20 - WOOD SHIM @ CNTR SPAN EXISTING DECK --2x6 CONT (TOP RAIL) #12 x2i" SCREW @16" O.C. —2x4 CONT 22 PICKET @ 5j" O.C. #12 x2l" SCREW (A)RAILING SECTION TYP RAILING ELEVATION 2x4 POST EQ EQ 2x4 POST as( 2x4 POST 14 2x4 POS TTOS� v1 W0 W � _ O 2x4 F OST 23 15 2x4 F 20 POST is5s W OST 23 W M C 22 CNTR SPAN P.@ 1 L E ERIOR RAILINGS) SCALE: 1/2' = 1'-00 ' ROOF REINF, PLAN 6G11E: 1l1' 1lll ��<[�-x- 1 '45 z cft� TTOS� v1 W0 W � _ O Ln N Q O_ W W M C D i O N W Y. 'ef 10 N r S r C ism I j 1lll ��<[�-x- 1 '45 z cft� TTOS� v1 W0 W � _ O Ln N Q o so N W W M C D i O N W Y. 'ef r 0 h N r S r ism CA Z ckm 0 J um DRAWN: JCL CHECKED RBR DATE: 01.22-08 SCALE: AS NOTED PROJECT NO. 071022 SHEET REPLACE ROOF - OVER THIS AREA r REPLAC&6EAM 5/4" DECKING EXISTING - BRICK COL NEW 2X6 w/ SIMPSON HU26 @ EA END 10'-4" NREPLACE BEAM (DBL 2x8) NEW DBL,2f �„' 4 ezz I m i �.� .ilii �riiiiiq % i%////� Wi1 '///%//� i� rel REPLACE FLOOR BEAM *REPLACE BEAM - (DBL 2x8) (DBL 2 x 12) NEW 2x8 FLOOR JOISTS @ 16" O.C. w/ SIMPSON NEW 3/4' / INGLYWOOD HU28 @ EA END U ZEXISTING FLOOR TO REMAIN REPLACE BEAM z REPLACE BEAM DBL 2z� �� TO REMAIN) DENOTES NEW PIER RECENTLY CONSTRUCTED UNDER BEPERATE PERMIT (TYP 6 PLACES) REPLACE BEAM (WALL ABOVE TO REMAIN) REPLACE BEAM NEW 8"x16" r -CMU PIER I L[NEW L 8"x16" CMU PIER W 2x2x12" DEEP FTGw/3-# 's EW BOT �� * SHORE BUILDING PRIOR TO O EPLACING BEAMlip B Ai A FOUNDATION/ FIRST FLOOR STRUCTURAL REPAIR PLAN SCALE: 1/4" = 1'-0" �4)+0 TAPCONS w/ " EMBEDMENT 5/4" DECKING 5/4" DECKING 2x4 w/ OU24 /-2 . x1O PT � 7 I F @ EA END `- 2x8 JOIST --� SECTION (�)_scams: ata• . r_o• `-EXISTING BAND BM SIMPSON HU28 PT 2x10 SIMPSON LU26 2x6 PT 2x10 SECTION 3.97 z 77= DEMOTES WALL O TO BE REPLACED � EXISTING PIER ■ EXISTING WD COL L� NEW PIER rJ% REPLACE FLOOR C,Ly JOISTS 6 SHEATHING ssy 166CSOWG � O. ... a�z t•t: r � r Y. y y WN DRAWN: O �• .N O CHECKED RIR DATE: 01-22.08 SCALE: AS NOTED PROJECT NO. 011022 SHEET ILO 2x10 PT PT 2x10 P1 z REPLACE BEAM DBL 2z� �� TO REMAIN) DENOTES NEW PIER RECENTLY CONSTRUCTED UNDER BEPERATE PERMIT (TYP 6 PLACES) REPLACE BEAM (WALL ABOVE TO REMAIN) REPLACE BEAM NEW 8"x16" r -CMU PIER I L[NEW L 8"x16" CMU PIER W 2x2x12" DEEP FTGw/3-# 's EW BOT �� * SHORE BUILDING PRIOR TO O EPLACING BEAMlip B Ai A FOUNDATION/ FIRST FLOOR STRUCTURAL REPAIR PLAN SCALE: 1/4" = 1'-0" �4)+0 TAPCONS w/ " EMBEDMENT 5/4" DECKING 5/4" DECKING 2x4 w/ OU24 /-2 . x1O PT � 7 I F @ EA END `- 2x8 JOIST --� SECTION (�)_scams: ata• . r_o• `-EXISTING BAND BM SIMPSON HU28 PT 2x10 SIMPSON LU26 2x6 PT 2x10 SECTION 3.97 z 77= DEMOTES WALL O TO BE REPLACED � EXISTING PIER ■ EXISTING WD COL L� NEW PIER rJ% REPLACE FLOOR C,Ly JOISTS 6 SHEATHING PT 2x10 A v ROOF FRAMING PLAN SCALE: 1/4n IAN' 2x8 @ RIDGE LUS 26 TYP ASPHALT OR FIBERGLASS SHINGLES OVER 30 Ib FELT OVER 7/16" OSB 2x6 @ 24" O.C. OR 1/2" PLYWOOD 4-1211 MTS 12 DBL 20 t� 2x FASCIA RIDING 1/2" GYP BD — — — — — 2x6 CEILING JOIST @ 24" O.C. R11 INS NEW VINYL SIDING OVER 7/16" OSB 2x4 @ 16" O.C. 1 SECTION 3 SCALE: 3/4" = 1'-0" RIDGE & O Ai 2x6 CONT w/ 3 -1 /4' x 4" SCREWS @ EA EXISTING STUD 2x4 RAFTER @ 16" O.C. /- SIMPSON A35 UP /-ASPHALT OR FIBERGLASS SHINGLES OVER 30 Ib FELT OVER 7/16" OSB OR 1/2" PLYWOOD 2x6 CEILING JOIST @ 16" O.C. 1 4-1211 MTS 12 -10"/ EXISTING WALL STUD 2 - SIMPSON MSTA12 TYP 3 SECTION. S SCALE: 3/4" = 1'-0" SECTION s scams: ata• = r -o^ 4-1211 �- 2x FASCIA NEW DBL 2x8 -EXISTING COL 3L 2x4 Ir ;4@16"O.C. IL 2x4 PLYWOOD OR I" OSB Al A I� h O O � L� O ssy 166CSOWG � V rQ ai v S ac � W o � O M N a0 W v W M oe oO .* r 1 �✓�mrcw OW LL. "r P4 M N r S" O mom O O O •m y U6 O O � L� y � 166CSOWG Z O. ... a�z Ca Z � � Y. y 11.. DRAWN: JCL CHECKED RIR DATE: 01-22.08 SCALE: AS NOTED PROJECT NO. 011022 SHEET t Zxt PICOT 4 5"Q . 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IA (pyf Ro Grow /--3 /4''tywova r-uLL Ht WALL SECT10#%J ASPHALT OR FIBERGLASS' SHINGLES OVER 30 Ib FELT 1x ROOF SHEATHING DBL 2x4 t SIMPSON H2.5 EXISTING CEI JOIST `-EXISTING RAFTER 4-12d @ EA STUD 2x4 STUD @ EA RAFTER SIMPSON H2.5 @ EA STUD N H2.5 ROOF REINFORCEMENT (CEILING JOISTS I ITO KNEEWALL � NOTE: THIS ROOF REINFORCEMENT REpUIRED TO ENSURE ROOF STRUCTURE IS IN SOUND CONDITION Ra l�'Spr�vr SMi++<<%S d 3o Ib F"T oa t- bat- 1„6-44-9 PC. So�Ir 11 SEC -TOO FLOOR OR -� STAIR STRINGER SECTION 2x TOP RAIL 2x2 PICKETS @ 54" O.C. MAX (3p CLEAR BETWEEN PICKETS) 2x3" SCREW EA PICKET STAIR RAILING SCALE: 3/4" = T-0" e EXISTING t S1•o t� 4 t�. 20 @ 16" O.C. 0 F_ [WIND VELOCITY 1/20 PLYWOOD W/8d NAILS ROOF @ 4" O.C. @ EDGES A B" O.C. EXPOSURE CATEGORY (MMRF) FIELD SIM EA. 20 DBL 2x4 2- S EA � 8/4" PLYWOOD W/10d NAILS -.18 @ 8" O.C. @ EDGES A FIELD PSF mm" 1/2" PLYWOOD W/8d NAILS WALLS @ C. FIELD UNSUP120 PORTED r DGES 1111A 7/L-k777/- PSON MSTA 12 IAMB JACK 2x4 FULL Ht @ 16" O.C. AMB ON H3 TYPICAL OPENING FRAMING ccD FIRST FLOOR EXTERIOR WINDOWSA FRONT DOOR & ALL SECOND FLOOR WINDOWS SCALE: 3/4" : 1'-0" .x I S'r'i 0 ti WA t.%. D.Ii on &WA V. Sca.aws e e& sTWA +{ V ti V ems► 5�. c-ri ar�j l3 � A NOTES: 1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MINIMUM ALLOWABLE BEARING PRESSURE. SUBMIT SOILS REPORT BY FLORIDA REGISTERED ENGINEERING FOR REVIEW PRIOR TO FOUNDATION POUR. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301-79 AND SHOP DRAWINGS WITH A.C.I. 316-80. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR. 3. CONCRETE 28 DAY STRENGTH; SLABS, FOOTING; 2500 P.S.I.2/ 3/4" MAX. AGGREGATE. 4. REINFORCING STEEL; ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE GRADE 40. 5. STRUCTURAL DESIGN IS BASED ON AN ENCLOSED STRUCTURE. WINDOWS SHALL BE COVERED WITH STORM SHUTTERS OR PLYWOOD FOR HURRICANE CONDITIONS TO PREVENT PROJECTILE PENETRATION. S. DESIGN LOADS: IN ACCORDANCE WITH F.B.C., CHAPTER 16. Q ROOF LIVE LOAD: 20 P.S.F. WIND LOADS: IN ACCORDANCE W/ F.B.. 2007 EDITION w/ 2009 SUPPLEMENT OR 120 MPH REGION REFERENCING CE -7 INTERIOR PARTIONS: 5 P.S.F. PERPENDIC TO WALL FACE 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE W/ S.B.C. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 8. LUMBER GRADE SHALL BE: A. HEADER, COLUMNS, BEAMS #2 S.Y.P. OVERBUILT FRAMING FB -1600 PSI B. WALLS, BLOCKING, MISC. #2 SPF C. SILL PLATES #S.Y.P. P.T. 9. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. 10. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED 11. THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY SBCCI-SSTD 12-99 EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC. PARTS OVERHEAD DOORS, ROOFING, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS. 12 CONCRETE FLOOR SLAB 13 EXPECTED TO DEVELOP SHRINKAGE CRACKS. 13. CONCRETE MASONRY: ASTM C-90, WITH 28 DAY PRISM STRENGTH OF 2000 P.S.I. MIN. WITH TYPE M OR S MORTAR. MASONRY PRECAST LINTEL$ SHALL BE PROVIDED ABOVE ALL OPENINGS. ALL MASONRY WORK SHALL BE IN ACCORDANCE W/ A.C.I.630 AND A.C.I.631, PROVIDE MASONRY CLEANOUTS ALL FILLED CELL LOCATIONS. NAILING SCHEDULE [WIND VELOCITY 1/20 PLYWOOD W/8d NAILS ROOF @ 4" O.C. @ EDGES A B" O.C. EXPOSURE CATEGORY (MMRF) FIELD FLOOR 8/4" PLYWOOD W/10d NAILS -.18 @ 8" O.C. @ EDGES A FIELD PSF mm" 1/2" PLYWOOD W/8d NAILS WALLS @ C. FIELD UNSUP120 PORTED BLOCK ALL DGES WIND DESIGN CRITERIA [WIND VELOCITY 120 MPH IMPORTANCE FACTOR 1.0 EXPOSURE CATEGORY (MMRF) B INTERNAL PRESSURE COEFFICIENT +.18 -.18 COMPONENT & CLADDING PRESSURES1+25.9- � PSF mm" 34.7 PSF 40 2 i ou ca y W W DRAWN: JCL CHECKED RBR DATE: 01.22.08 SCALE: AS NOTED PROJECT NO. 071022 SHEET 0 ou ca y W W DRAWN: JCL CHECKED RBR DATE: 01.22.08 SCALE: AS NOTED PROJECT NO. 071022 SHEET