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Home My WebLink AboutPermit D99-0194 - Jones Residence (Only Plans)D99-0194 JONES RESIDENCE MISSING RECORD CODE: Cu NEW 2X6 O 16" O.C. FRAME WALL ; t NEW STEEL BEAM ADJACENT TO EXIST. WOOD BEAM' DESIGN LIVE LOADS: ROOF 25 PSF DECK 60 PSF SIMPSON HUC212 -2 SIMPSON MS HEADER TO JOIST • \ V Q UNIFORM BUILDING CODE, 1997 EDITION STRUCTURAL NOTES: NEW 2X6 0 16 „ O.C. FRAME WALL 43 \ C► 7 STRAP 1ST. FLOOR FLOOR 40 PSF (RESIDENTIAL) EGRESS 100 PSF PARALLAM CONCRETE. FOCTiNGS AND STEM WALLS - ?c = 2500 PSI, t = 844 PSI (NO SPECIAL INSPECTION REQUIRED). MINIMUM 5-112 SACKS OF (SIT PER YARD OF CONCRETE MAXIMUM 6 GALLONS OF WATER PER SACK OF CELT. X 11 FLU H 14' -0' FIELD VERIFY FOUNDATIONS: DESIGN SOIL BEARING VALUE = 1500 PSF (ASSUMED) MINIMUM DEPTH OF FOOTINGS BELOW OUTSIDE FINISHED GRADE = 1'6 11 FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOIL OR STRUCTURAL FILL PLACED UNDER THE SUPERVISION OF A SOILS ENGINEER. SLAB-3N-GRAD - = 2500 PSI ULTIMATE. tc = 844 PSI (NO SPECIAL INSPECTION REQUIRED). MINIMUM 51/2 SACKS OF CEMENT PER YARD OF CONCRETE. MAXIMUM 51'2 GALLONS OF WATER PER SACK OF CEMENT 7 MINUS AGGREGATE CONCRETE SLAB IS TO BE *ET Cu RED OR SPRAYED WITH AN APPROVED CCURP1G AGE)." WET C :JRAdG TO BE MAINTAINED FOR A MIN. OF 7 DAYS. W 8X40 STEEL BEAM W /2X WOOD TOP PLATE 20' -8' + /_ 2X8 TREATED LEDGER (2) 3/8" X6" LAG BOLT5 EA- STUD SCALE: 1 4 = 1 RENFORCING STEEL AS 1 T 4.615. GRADE 4C PROVIDE O,ONCRE"TE PROTECTWE COVER AS FGWS FOOTINGS 3' ABOvE EARTH SURFACE WALLS AS NOTED ROYItOE MINIMUM 30 BAR DIAMETERS AT ALL SPu ES REINFORCING DETAA.S SMALL CONFORM TO ACI ILANUAL OF STANDARD OF PRACTICE MISCEL1ANEOUS AND STRUCTURAL STER. MISCELLANEOUS STEEL - AS711 A-36. Fb = 36.030 PSI STRUCTURAL STEEL - ASTW A-36 Fb = 36.E PSI ` AMAR STEEL COLUMNS - ASTW Ate. GRADE B OR C. Fb = 46.000 PS. JIB SQL BE 316' CONTINUOUS FL1ET WIELDS UNLESS NOTED OTHERWISE WELDING SHALL BE PERFORMED BY WA.e.O. CERT1RED VIEWERS USING FBI HEAVY COATED ELECTRODES CLAN WELDS AND MET AL. SHOP PAINT METAL NOT EMBEDDED N CONCRETE WITH ONE COAT OF APPROMED ZINC COROLLATE PRIMER FLOOR FRAM An/ arx4. 11 2 S c$1? (1) 2X12 JACK + (1) 2X12 STRIKER RALLAM , 5\\,,z6v 4, SIMPSON MST37 STRAP HEADER TO 00$T. FLOOR JOIST LI SIM NO JOINT W 8X28 S 12 RISERS Q 6.73' = 80 3/4' FIELD VERIFY ING RENOVATION PLAN 4 3\ \ / O BEAM PLATE 24' -6' +/_ NAILING VA THE FOLLOWING NAILING SCHEDULE UNLESS NIOTEO OTHERWISE FRAMING NAIJIG PER WPC SC RULE 2348.1 • 'S T EXIST, STAIR LANDING SLAB 2X6 TREATED BRG. PLATE BOLTED TO EXIST. LANDING W /(3) 1/2' X 5 1/2" CONC. EXPANSION BOLTS iMAL. SHEATHING - NAL WITH ed COMMON NAILS AT 6' O.C. ALONG ALL PANEL EDGES AND AT 10' O.C. ALONG ALL INTERMEDIATE PRAM MEMBERS UNLESS NOTED OTHERWISE BLOCKED DIAPHIVOIL EXIST. Ct761Q. STEM WALL; W/ CONC, SHELF ABOVE, 3 SIDES ANCHOR y BOLTS & BOLTS CONNECTING WOOD - ASTM A -307 BOLTS FOR STEEL S ` EE CON - ASTM A-325 EXPANSION BOLTS - "RAWL -STUD EXNSION ANCHOR' OR APPROVED EQUAL. REFER TO IMO REPORT NO. 4514. EPDXY GROUTED BOLTS -'BAWL FOIL FAST' MEETING ASTM C-881 TYPES I, U, IV AND V, GRADE 3, CLASSES B & C. LIFER AND TIER: DOUGLAS FIR-LARCH AND HEM -FIR GRADED IN ACCORDANCE WRH WEST COAST LUMBER INSPECTION BUREAU GRADING RULES #17,1966 REUSED EDITION. 2X6 JOISTS H-F NO.2 Fb =1105 PSI 2X8 JOISTS H-F NO.2 Fb =1020 PSI 2X12 JOISTS H-F NO.2 Fb = 850 PSI 4X POSTS OF-L NO.2 6X POSTS OF-L NO. 1 2X4 STUDS H-F STUD GRADE 2X6 STUDS H-F NO.2 Fb =1106 PSI 2X & 3X MUDSILLS DF-L NO.2 MISCELANEOUS FRAMING LUMBER HEM-FIR STANDARD OR BETTER. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE SMALL BE PRESERVATIVE TREATED A.i EDa4SED DECK STAR V4000 SHALL BE PRESERVATIVE TREATED. ALL HANGERS SHALL BE SIMPSON STRONG TIE OR EQUAL. MANUFACTURED LR PLYWOOD (0681) WEE I.IOISTS. MICROLAM AND PIIRALIJIM MANUFACTURED LUMBER BY „RUSiOIST MACIALAN CO ?ARKIAM BEMIS, - PARAUE. STRAND LUMBER (PSI,), Fb = 2900 PSI. E = 2.0 X 10 PLYWOOD AMERICAN PLYWOOD AASSOCATION (APR) GROUP = PLYWOOD Ail PLYWOOD TO BE STANDARD NT-aP* (WITH EXTERIOR GLUE) THE FOL.OW IG : 6E THE MIPSIUM PLYWOOD THICKNESS UNLESS NOTED OTHERWISE WALL SHEATHING - 1/7 ( 7.'16' 0.S8. OPT,OPIAL WALT. SHEAT MINK i (INDEX 32116) ( LINE OF PORCH ABOVE LINE OF STRUCTURE PERIMETER K LINE OF STRUCTURE 'PERIMETER LINE OF STRUCTURE PERIMETER 8, . SEPARATE PERMIT ft QUIRED FOR: MECHANICAL ELECTRICAL PLUMBING L GAS PIPING CITY OF TUM A BUILDING DIVISIOJ ? unde'star d that t e P Check aporov3`s are suofaci to err::rs a ^e c^ arc.' approval of : es not • - ras e 'n v ,•. ;at z f of any o pted co riv o r Cr: ~an :e RCC-e ;:t Cf con- : cc r... a :e pars acknawiedaed. FILE COPY C t -, ANCISOMSE Bar OM SILLS TO CONCRETE STFD WALLS OP FOOTINGS WITH 5E' DIAMETER ANCHOR BOLTS N ACCORDANCE WrTW TAE MEOW MI USE r 2 Y W !LA WITH EACH N CHOR DOLT IN ACCORDANCE WITH 1W tic 1 t1 _ , GYPSUM WALL BOARD: N L GINB TO ALL SUPPORTING STUDS AT7* GC. UNLESS NOM O USE 5d COOLER NALS FOR 1Q' BOARD. LIE 6d COOLER NAILS FOR 5E" BOARD. NEW SIMPSON A35 CLIP EA. JOIST TYP. SIDING - NEW 1/2" PLWD. OR //16" O.S.B. SHEATHING - lab NEW SIMPSON A35 CLIP EA. JOIST TYP. NEW W8 X STEEL BEAM - EXIST. FRAME WALL EXIST. FLR. FRAMING T.S. COL. IN NEW 2X FRAME WALL SECT.— STEEL BEAM TO COL. EXIST. FLR. FRAMING 5/8" X BM. WIDTH .= X 9" BRG. PLATE W/(4) 5/8" N.B.'S (1 1/2 END MARGIN) 2X DF-L PLATE NAILEk, BOLT TO TOP r LANGE W/ 3/8"0 X 2" LAG BOLT' 0 12"0.C. STAGGER SIDES NEW •N 8X_ STEEL BM. 5/8" X BM. WIDTH X 7 1/2" BRG. PLATE 5/8"0 M.B.'S (1 1/2" END MARGIN) - EXISIT. PORCH FRAMING 2X DF-L PLATE MILER, BOLT TO TOP FLANGE WI 3/8"0 X 2" LAG BOLTS 0 12" O.C. STAGGER SIDES 3/16 T.S. COL. SECT.— STEEL BEAM TO COL. DOUBLE TREATED 2X. STAIR HER. IN H =JC HANGER 4X 4 TREATED POST - RAILING, BY OTHERS TYP. AROUND DECK AND DOWN STAIR 2X TREATED DECKING 2X TREATED DECK JOIST IN LUS HNG'R. 3 1/2 PARALLAM DECK BEAM SIMPSON 1212 L EA. SIDE SECT.— PORCH BM. TO COL. (SCALE: 3!4' = i' -0') REVISION I DATE BY /f R HARTINC, JR./ CONSULTING ENCINEER 22 WELLS AVE. S. SUITE F, REED( Val 271 -4242 DRAVN RH NEW SIMPSON A35 CLIP EA. JOIST TYP. - -4 NEW W8 X STEEL BEAM 5/8" X BM. WIDTH i" X 9" BRG. PLATE W/(4) 5/8" N.B.'S (1 1/2" END MARGIN) 2X TREATED DECKING TREATED 2X DECK JOISTS - — 2X TREATED DECKING LINE OF 2X8 TREATED LEDGER BEYOND 2X TREATED 2X DECK JOISTS IN SIMPSON LUS26 HANGER EXIST. FLR. FRAMING - -- SIMPSON L90 DOUBLE 2X TREATED ; f STAIR HEADER -- - A ' 3/16 V - -- T.S. COL. SECT.— STEEL BEAM TO COL. (SCALE: 3/4' = 1` -0') 1 DOUBLE 2X TREATED STAIR HEADER -- --- SIMPSON L90 EA. SIDE - 2X8 TREATED STRINGER EA. / SIDE OF 2X JACK NAILED TO JACK 1 g /16d SINKER - z I 2X12 TREATED STAIR STRINGER, NAIL TO JACK W /10d COM. NAILES 0 6 STAGGER - - 2X TREATED STAIR TREADS 1/2' TREATED PLWD. RISERS NAILS O.C.. STAGGERED NAILS ® O.C., STAGGERED SECT.— CENTER STAIR STRINGER -- 2X TREATED STAIR TREADS 1/2" TREATED PLWD. RISERS 1/4" X 6" X 6" PLATE EA. SIDE W /(4) 5/8' 0 M.B.'S 3 "O.C. EA. WAY SHIM 0 THINNER WEB AS NECESSARY 2X DF -L PLATE NAILER, BOLT TO TOP FLANGE W/ 3/8"0 X 2" LAG BOLTS 0 1 2'O.C. STAGGER SIDES NEW W8 X STEEL BEAM 2X12 TREATED STAIR JACK I 2X12 TREATED ( STAIR JACK 1 SECT.— EDGE STRINGER COMMENTS RECEIVED CfTY OF r ecov.•,A PERfaCz Ca 1 I SZ TITLE THE JONES RESIDENCE 13025 41ST AVE. S. TUKWILA, WA. 98168 CFECKED RH 6 vrm. cr 23 S2 PRO. CT -23 SHT s LINE OF NEW STEEL CENTER B AM ABOVE AND SUPPORTING F ❑OTINGS -- F: N GRADE CENTERLINE OF - NEW BEAMS ABOVE LINE OF NEW PORCH /LANDING ABOVE PLWD. WALL SHTG SIDING • 71e r i I FIN SLAB • B S1 - 2'-O" X 2'-0" X 10" THK. FTC. W /(2) #4'S EA. WAY (2 PUS) 14' -O' FIELD VERIFY 12/-3 FTG. STEP NEW T.S. CO`. W /3/4" X 5 1/2" X 8" BASE PLATE & (2) 1 ;'2 X: 2 1/2" LAG BOLTS NEW 2X6 STUD WALL (16"0.C.) 30 1 / 2' LINE_ AME WmLL AND NEW BEAM ABpVE _1/2 3' -6" X 3' -6" X 10" 4' -0" X 4' -0" X 10" , THK. FTG. W /(3) #5'S THK. FTG. W /(3) #6'S EA. WAY - I EA. WAY -- 20' -8' +/_ EXIST. DIRT FLOOR, NEW 4' CONC. SLAB - ON -GRADE -- SECT.- STEEL COL. TO STEM WALL (SCALE 3i4• = 1' -0') 46' -2 1/2' 3' -0" X 3' -0" X 10" THK. FTG. W /(3) #4'S EA. WAY 11 TREADS @ 11' = 10' -1' 14' -1 1/2' 1^` 12 RISERS @ 6.73' = 80 3/4" FIELD VERIFY 112 EXIST. INTERI I R FOOTING, STEM WALL AND FRAME WALL _ 24 ' - 6' +/- a je_ LINE ❑Fi STAIR ABOVE FOUNDATION RENOVATION PLAN S ; SEE Fw a SCHED. Pu FOR SIZE A RED- 9' -5' CONC, WALLS, E 1/2 EXIST. CONC. SLAB - ON -GRADE TO REMAIN NEW T.S. COL. W/3/4" X 5 1 /2" X 8" BASE PLATE do (2) 5/8" 0 X 8" ALL THREAD BOLTS EPDXY GROUTED r -- STUD WALL - FIN. SLAB 3" U.R. • 15'-4" 11 EXIST, CON, STEM WALL W/ CONC. SHELF ABOVE, 3 SIDES - 5' -1 3' -6" X 3'-6" X 1 10" THK. FTG. W /(3) #5'S EA. WAY SECT.- STEEL COL. TO STEM WALL (SCALE: 3/1• = iff EXIST. STAIR - LINE OF LANDING SLAB STRUCTURE PERIMETER ( LINE OF PORCH ABOVE LINE OF STRUCTURE PERIMETER LINE OF STRUCTURE PERIMETER 3' -0" X 3' -0" X 10" THK. FTG. W /(3) #4'S EA. WAY Pl WD. WALL SHTG. SIDING 2X TREATED PLATE W/5/8"0 A.B.'X 0 48"O.C. MAX _ FIN GRADE 3/4" X 5 1/2" X 8" BASE PLATE W/ (2) 5/8" ANCHOR BOLT I i ! o 0 3' CLR q8" j,4 SECT.- PERIMETER FOOTING (SCALE: 3/4' = SIMPSON EPB 3/4" CHAMFER #3 TIES AT 4"O.C. — A ` - rt -- 4X OR 6X POST 8"X8" CONC. PIER W /(4) #4'S VERT. - FIN. GRADE r iF SEE N. PLAN & SCH4 FOR SIZE & REINF. U i j ft fDN. PLAN & SCHE_D FOR SIZE & REMlF. 2X STUD @ 16'O.C. FRAME WALL -1/2' EXPANSION JOINT MATERIAL FIN. SLAB (1) #4 CONT. MIN. `2 #4'S CONT. Z 1 -- 3" CLR. SECT.- INDIVID. SPREAD FTG. (SCALE: 3/4' = t' -0') T.S. COL. °-- 37 - i6T/ - - SLAB -ON -GRADE Lm 7.3V A ,K , NI ( Clj f 3" CLR. SECT.- INDIVID. SPREAD FTG. (SCALE: 3/4' = REVISION JO t ry �v� r.: DATE PLWD. WALL SHTG, SIDING - •- -- FIN, GRADE i a _ ID Z 3' CL R 2X TREATED PLATE W /5/8"0 A.B.'X 0 48 MAX. 16" SECT.- PERIMETER FOOTING (SCALES 3/4' = I' -0') SIMPSON LCB 66 FULLY NAILED • 1L 1 3/4" X 5 1/2" X 8 BASE PLATE W/ (2) 5/8" ANCHOR BOLT X R HARTINC, JR./ CONSUL 7'INC ENCINEER 1 212 VELI.S AVE. S. SUITE F, R $TD( VA 271-4242 6X6 COL. ;;EE FDN. PLAN & SCHEDI, FOR SIZE & REINF. SECT.- THICKENED SLAB SPREAD FTG. (SCALE: 3 /4' = 1' -0') ; ,sue FoN. PLAN & scHERI, FOR SIZE do REINF. COMMENTS (1) #4 CONT. MIN. —1/2' EXPANSION FIN. SLAB SLAB -ON -GRADE WI W.W.M. T.S. COL 2X STUD @ 16'0.C. FRAME WALL JOINT MATERIAL 2 #4'S CONT. 3 16 V 3" CLR. SLAB -ON -GRADE 1L 3' CLR. SECT.- THICKENED SLAB SPREAD FTG. • v T TITLE THE JONES RESIDENCE 13025 41ST AVE. S. TUKWILA, WA. 98168 p • _ I , ' ' `rtLt»I C rry 3F TU'M A 8 R 11ARFINC, CONSULTINC JR./ BNCI E'ER TITLE THE JONES RESIDENCE 13025 41ST AVE. S. TUKWILA, WA. '98168 _ PROJECT SHT. 99-23 S2 aF I 1 at vale s I INTAIM iH SITE F, CHECKED It 4 EA- DATE 6/Z/ _2,_ • • NEW 2X6 e ' FRAME watt t NEW STEEL ADJACENT T WOOD B CODIE N 1TO.C. BEAM EXIST. SIMPSON HUC212 -2 Cl N D�� NA �� E EL1 STRUCTURAL NOTES: UMFOaDA GUIDING CODE, twT E31110N !DESIGN LIME LOAD& HOOF 25 PSF DECK N PSF NEW 2X6 • 16'O.C. FRAME WALL BOOR 40 P'SF ' C64TIAL) EGRESS 100 P'SF 1OUAOATION& DESIGN SOL BEAMING VALUE = 1500 PSF (ASS AM MINIMUM DEPTH OF FOOTINGS Be ow OUTSIDE FINISHED GRADE = Tom. FOQTIIGS TO BEAR ON UNDISTURBED NATIVE SOIL CR STRUCTURAL FILL RACED UNDER TIE SUPERVISION OF A SOLS ENGINEER CONCRETE TN MC STEM WALLS- fc =250aPST,t3•14 PSI LEGAL REFECTION REWIRED). _N 5-1Q SACKS OF CENT PER YARD OF CONCRETE RIRXNUM SCALLOPS OF MIAMI PER SACK OF CEMENT. F IELD VERIFY afigNANCE - ft =29DPSI ULTI MITE,t =ANPSI ow SPECK. REFECTION REWIRED). MOM S112 SACKS OC PER YNIDOF CONCRETE INNONUN S G L C OF =TE R PER SACK of CEN@IT. Cdr AGGFIEGRIE CONCRETE Sus IS IO BE WET CUR13) OR SPRAYED WITH AN APPROVED CURING AGENTATET C TO 8FMIIItTAREDKRAMKOF7&YS. t 30 " -10 1/2' uu sac f (1) ac12 SEWER LI BE*im MOM 46' -e 1/2' 15'-4' 51 4 X 11 78 W 8X28 24' -6' +/_ EXIST. C STEM WAL V/ CONC. SHELF ABOVE, 3 SIDES � � • - o' - J,121}�AOSI11=11'-cl' 12 ems e 6.73' = eo 3/+• LLD VERIFY FLOOR FRAMING RENOVATION PLAN SCALE: 1 1' EXIST. STAIR LANDING SLAB 2X6 TREATED BRG. PLATE BOLTED TO EXIST. LANDING W /(3) 1/2" X 5 1/2 CONC. EXPANSION BOLTS eaTS & DOLTS OO WOOD E BB(TS • ASTM MOT IDLTS FOR STEEL CONNECTIONS -ASTM A. MANSION KILTS -'RAWL -STUD MA NION ANCHOR' CR APPROVED ECIUOL. IE}8t TO 1080 REPORT NO. 414. BPO(Y GROUTED DOLTS -'RNA. FOL FAST MEETING AMU Cwt TYPES I. U. N ANDY, GRACIE x CLASSES 8SC. i LINE OF STRUCTURE PERIMETER SEPARATE PE..il`.'!tT REQUIRED FOR PrMEC }. ANI AL :.E� TR9CAL NO). UMB! G AS PIPING CITY OF T U KW ; LA FUOLDNG DIVISION --.9. T A Y^ rr M " LINE DF PORCH ABOVE LINE OF STRUCTURE . PERIMETER LINE OF STRUCTURE . PERIMETER DOUGLAS MARCH AND HEIXFP GRAD® N AICCORDANC.E WITH % EST COAST LUMBER INFECTION BUREAU GRADING RULES #tT,1995 REVISE? EDITION. VS JOISTS N.F NO.2 w =1105 PSI Z w JOISTS N.F NO.2 w =1020 PSI 7/02 JOISTS N-F NO.2 w = OD PSI 4X POSTS CFA. NO.2 et POSTS NiO.1 2141 STUDS Nf STUD GRACE ?w STUDS 14F NO. 2 Fb =1105 PSI 2x & 3X MUD6l,tS OF-L NO. 2 MISCELLANEOUS FRAM LUMBER NEM.FR STANDND OR BETTER Ni BOLT HEADS IMO NUTS 8E£1RIOG ON WOOD SHILL WIVE CUT WASTERS. AL WOOD N CONTACT i1 m C P CRETE SHALL E PRESERVATTVE TREATED ALL EXPOSED DECIOSTAIR WOOD SWILL PRESERVATRE TREAT3I. ALL WINGERS SIYILL BE SIMPSON STRONG TIE OR EQUAL. MOIR PLYWOOD 10Sel WEB O STEEL: TRUSS= IMAM NTS AIT NC PARAWIT MANUFACTURE) MEEK IT AWN MTS. GAIL M - P11A41$ MAID CLAM ral w =2!m P54 E = J x i! -R ,IP. /A1 4F 46477 i s1 MOWN CONCRETE PROTECTIVE COVER AS RICO S; FOOTINGS ? Ast'JIIE EARTH SURFOCE BLS AS NOTED PROWIE 1111111UNI N SR DIAMETERS AT ALL SRCES REINFORIONG OEMS SWILL CONFORM 10 ACI MANUAL OF ST M M) LE PRACTICE- • } under? 3.t. me s ti∎ea to errors,. an S'ur s :2 . a"�' Jy a: :* : .., ... ,•r7 . .,tom ►-� �M.�.� pi are s do ^o; 3c:opted code cr - a: tractors Lair- f c a: r ►c G /`� ��eC �(.' �� CC.r�J. rviaioNs Py - C P eripnr S r t y L e " ) 4 1 ' ' - / e `Cd) ` Aler 4r7 CJC.- MffeCJMT PLYWOOD ASSOCIATIOIT (1W11 GROUP I PLYWl70D_ &VI L IB�r A t'S ALL RY1 001110 OE ST OMI) iR� (IRGLUE) 11� COMM COMM GLUE) 11E R ILQ� SWILL IG SL �fo'n eft rn . - ' 4 ) OE I E TOMO PLYWOOD MANE= MESS IIO'1ED OTPNIwISE -1 I 11+r alit OPTS Val 9HISITftlq SISCEILIIIENS spa - AVM Mt w• t P s�w�11MLS�aet.- �snr�.l�tw• MT rllOS u v000Na�IE alt��Rt� rwc�IOit "iMe slaoaarls IMl111 A.NN arMOl�•ae� w • 44.111/009 rrAI11IElEArtE 11ErE!' :arm BE LLE TINU UNL SS NO ED OTTIETIMIE 111111111ININ EA4iI iliCIIERSOLTINACCONIINCEIMPlainr NIL NEM 9YS1 E IMF CONTINUOISS MET ITEM UNLESS NUM OINISINNIE. MIMIC PER WIC E"lDE E 2144-t VENDING S . PERFORIED ww*&Q CERIVIID MOM U / RCM NEW LSONQ corm HSC.'11 :E W N W M COMM MILS A T 0.C. RUM Ha MIL 053 MAL susioAu.supoomedemotirracillieS1101111,0111111111111111 cum we.= Anama, w+ai• PANT En&nor emineo w cowman lum ONE ADM' r CLC. ALOIS XI 111 0 1111 ECINERVINNIMEIMMUNIESSII0110 O ESICO MIUMILSPOItla_l _ Cali tYNI IONDalC ofta rdE PRIMER ORME& a00® VIESICOMER tsr MM. SHEATHING -'!woo R *'*PfI NEW SIMPSON A35 CUP EA. JOIST TYP. SIDING (SCALE' 3/4' = 1' -0') Mast. Flat. FRAMING NEW SIMPSON A35 CUP EA. JOIST TYP. NEW W8 X STEEL BEAM 5/g X BIL WIDTH x 9 ERG. PLATE W/(4) 5/84 N.B.'S (1 1/2' BID MARGIN) DOUBLE TREATED 2X STAIR HIM. N /TUC HANGER 4X4 TREATED POST • EXIST. FRAME WALL EXIST. RR. FRAMING 3 V T.S. COL IN NEW 2K6 FRAME WALL SECT.- STEEL BEAM . 10 COL. ;;i 10 ■ TS. COL SECT.- STEEL BEAM 10 COL. RAILING, BY OTHERS TYP. AROUND DECK - AND DO'M N STAN 2X TREATED DECKING SIMPSON 1212 L EA. SCE SECT.- PORCH BM. TO COL. (SCALD 3/4' = �•-o� I 2l( DF-L PLATE ►LULER. BOLT TO TOP FLANGE WI 13/8 X 2r U4G 1 BOUS 0 12 I STAGGER SIDES NEW W 8X_ ST'EEL. BM. 15/8' X BM. WIDTH Ix 7 1/7' ERG. PLATE —1 ,W/(2) 5/8"0 M.B.'S 1(1 1/r ENT) #1ARG'tN) DOW. PORCH FRAMING Svc oF-L PLATE NAILER, BOLT TO TOP FUME W/ 3/8 x tAG BOLTS 0 ,ro.c. STAGGER SIDES 2X TREATED DECK JOIST N ! US HNG'R 3 1/2 PARAU. M DEC BEM NEW W8 X STEEL BEAM NEW SIMPSON A35 CUP EA. JOIST TYP. TREATED 2X DECK JOISTS EXIST. FIR. FRAMING --� 2X TREATED DECKING LINE OF 2X8 TREATED LOXER BEYOND • ` 0 . 1 3 ■ it 'maw__ 5/8` X BM. WIDTH t , x 9r BRG. PLATE W /(4) 5/8 M.B.'S (1 1/i END MARGIN) 3 T.S. COL SECT.- STEEL BEAM TO COL. 2X TREATED DECKING . DOUBLE 2X TREATED STAR HEADER -- --� SIMPSON L90 " EA. SIDE 2X8 TREATED STRINGER Ell / SIDE OF 2X JACK NAILED TO .TACK W/ 16c1 SINKER NAILS • 'O.C., ST SECT.- CENTER STAIR STRINGER 71 TREATED 2X DECK JOISTS IN SIMPSON ups HANGER DOUBLE 2X TREATED STAIR HEADER . SIMPSON L90 2X12 TREATED STAR WINGER. R, MIL TO JACK 1/10d COY. MILES • CO.C., STAGGER SECT.- EDGE STRINGER 2X TREATED STAIR TREADS 1/2. TREATED PIWD. RISERS - TREATED STAIR. JACK r• 2X TREATED STAIR TREADS 1/2r TREATED PM. RISERS 1/rx6'x6 EA. SIDE W/(4) s /er 0 M.B.'S YO.C. Ell WAY I SHIM 0 THINNER WEB fAS NECESSARY 2X DF -L PUTS NAILER. BOLT TO TOP 3/8'0�� LIVC ears • tro.c. STAGGER SIDES STEEL BEM 2X12 TREATED STAIR JACK .tEVf�N N0.?� Diftmoiciq 1 STRUCTURAL NOTES CODE: LINE OF NEW STEEL CENTER B *AM ABOVE AND SUPPbRTING FOOTINGS i -- CENTERLINE OF NEW BEAMS ABOVE LINE OF NEW PORCH /LANDING ABOVE UNIFORM BUILDING CODE, 1997 EDITION DESIGN UVE LOADS: ROOF 25 PSF DECK 60 PSF FLOOR 40 PSF (RESIDENTIAL) EGRESS 100 PSF CONCRETE OC T, N GS AND STEM WALLS - fc = 2500 PSI. lc = 844 PSI (NO SPEC AL INSPECTION REQUIRED). M N IMU M 5-1,2 SACKS OF CEMENT PER YARD OF CONCRETE. MA\:MUM 6 GALLONS OF WATER PER SACK OF CEMENT. • 14'- LINE OF AME WALL AND NEW BEAM ABFVE 1/2 2'--0" X 2' -C" X 10" THK. FTG. W/(2) #4'S EA. WAY (2 PL'S) 14' -0' FIELD VERIFY FOUNDATIONS: CESIGN SOIL BEARING VALUE = 1500 PSF (ASSUMED) MINIMUM DEPTH OF FOOTINGS BELOW OUTSIDE FINISHED GRADE = 1' -66". FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOIL OR STRUCTURAL Fill PLACED UNDER THE SUPERVISION OF A SOILS ENGINEER. • 12' -3' EXIST. DIRT FLOOR, NEW 4' CONC. SLAB- ON- GRADE - - ` S+3- 2.N -43RADE - f: = 2500 PSI JL flMAT E. Nc = 844 PSI (NC SPE-C IAL INSPECTION REQUIRED). M A rVL M 51 r2 SACKS OF CEMENT PER YARD OF CONCRETE. V.v. WM 51 !2 GALLONS OF WATER PER SACK OF CEMENT '8' MINI,} S AGGREGATE CONCRETE SLAB IS TO BE ifIET CURED OR SPRAYED WITH AN APPROVED CURING iz GENT NET CURING TO BE MAINTAINED FOR A MIN OF 7 DAYS. FTG. STEP ) REINFORCING e . 1 •-6 , 5 GRADE 40 PR.NIDE C PRCTECTM'•E COVER AS FOLLOWS. FOOTINGS r ABOVE EARTH SURFACE w ALS AS NOTED PROViE MINIMUM 30 BAR DIAMETERS AT ALL SP'LXES REINFORCING DETALS SHALL CONFORM TO ACI MAM.IAL OF STANDARD OF PRAC . 4'-0" X 4'-0" X 10" THK. FTC. W /(3) #6'S EA. WAY - SCALE: 1 4 = 1 ' - SMCBIAINEOUS AND STRUCTURAL STEEL MISCELLANEOUS STS - ASTM A Fb = 36.000 PSI STRUCTURAL STEB. - ASTM A•36, Fb = 36.000 PSI TIAIMAR STEEL COLUMNS - ASTM 04.500. GRADE B OR C. Fb = 46.000 PSI ALL WELDS SMALL BE 3116 FILLET WELDS UNLESS NOTED OTHERWISE WELDING SHALL BE PERFORMED BY WABO USING Fri rEM Y COATED EL.ECTROCES. CLEAN MEWS AD METAL SHOP PAINT METAL NOT MIMED N COCRETE W Th C_ COAT OF SIC OIRO IATE PRA 30' --10 1/2' 46'-2 1/2' 3' -0" X 3'-0" X 1 0" THK. FTG. W/(3) #4'S EA. WAY H' -- 1/2 w I1 TREADS @ 11' = 10' -1' 12 RISERS @ 6.73' = 80 3/4' FIELD VERIFY 1/2' -. EXIST. INTERIIR FOOTING, STEM WALL AND FRAME WALL 1� 24'-6' +/_ EXIST. CONC, SLAB - ON -GRADE TO REMAIN FOUNDATION RENOVATION PLAN Lilac. L - F A i k A b LTV E 9 ' - EXIST. STAIR LANDING SLAB - • Aibi,dG SWUNG SCNEDULE UNLESS NOTED OTHERWISE t ~ - = • ' f 23441 • EXISIt. CONC. WALLS, 1/2 REMO E 1/2 15' -4' 3' -6" X 3' -6" X ±10" THK. FTG. W /(3) 5'S EA. WAY EXIST. CONG. STEM WALL W/ CONC. SHELF ABOVE, 3 SIDES ANCHOR BOLTS & BOLTS CONNECTING WOOD ELEMENTS - ASTM A -307 BOLTS FOR STEEL CONNECTIONS -ASTM A -325 EXPANSION BOLTS -'RAWL -STUD EXPANSION ANCHOR' OR APPROVED EQUAL REFER TO !CBO REPORT NO. 4514. EPDXY GROUTED BOLTS - `RAWL FOIL FAST MEETING ASTM C-881 TYPES I, II, IV AND V, GRADE 3. CLASSES B & C. LUMBER AND TIMBER: GCUGLAS FR-LARCH AND HEM -FIR GRADED IN ACCORDANCE WITH WEST COAST LUMBER INSPECTION BL•REAU GRADING RULES #17. 1996 REVISED EDITION. 2)(6 .:OiSTS H-F NO. 2 Fb = 1105 PSI LXs JOISTS H -F NO. 2 Fb =1020 PSI ;LY 12 JC:S'S H-F Na 2 Fb = 850 PSI 4 ? C S7S DF -L NO. 2 ■ix POSTS. OF-L NO.1 2X4 S GS H -F STUD GRADE H-F NO 2 Fb =1105 PSI ...1 & . r !'J O E'L L S DF -L NO. 2 S FRAMING LUG HEM -FIR STANDARD OR BET UL -ES AND TUTS BEARING ON WOOD SNA . HAVE CUT WASHERS. % . , %C O :N CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED. . 4_:_ ,(. =-CSED DECK /STAIR WOOD SHALL BE PRESERVATIVE T'REA?ED. ALL - \ GER S S: +ALL BE SIMPSON STRONG TIE OR EQUAL MANUc.4,;,• 7E7' • ; Ve E.R .. E C ..:..41 AND PARALAM MAN .,FAC ► RED LAMER BY -�. \ \ T • ! . - 1 •. . 1 _' ' • .' S r ;.:: A VC LUS = 290C PS:. E - 2 3 X 10. h'WG,C. • ' ^ `E,4 P! v1Ih000 . ' ; ` _ E : .CAR Z . 4ParIN OCERIOR GLUE) ''HE F IL.OMMNf` SHALL. - : t> �!- • r ^�D T kC U'&ESS NOTE) OTHERWISE . z.z. _- : -_ ' = - `;T ( r -6' O s s_ OPTIONAL WALL SHEATHING) ∎if:F =L 4 - _ ',j 'MTN COMMON MIS AT 6' O.C. ALONG ALL PANEL EDGES • . 314G Aia. INTERNSWE FROMM SEINERS MESS NOTED 5'-11' LINE OF PORCH ABOVE LINE OF STRUCTURE PERIMETER -- LINE OF S TRUCTURE PERIMETER LINE OF STRUCTURE PERIMETER - 3' -0" X 3' -0" X 10" THK. FTC. w /(3) #4'S EA. WAY AIICMORAIBE 8OLT MUO aI.S TO C.. .. - - _ ..._ .. _2: 27-'. _ - .'� '► ± Sir CIAMETBt ANCHOR STS IN ACCORDANCE WM - = C ririlarfiggi 9 937 pc mom WITH EACH MO< - ,. ..,. . •.� ZIt GIPSUNI WALL BQARII NAL MI Gen TO ALL G S" 4' USE 51 COOLED WAS F2R ' 7 X A.: SSE :.1-= N O T E D PLWD. WALL SHTG. SIDING 2X TREATED PLATE W /5/8"0 A.B.'X 0 48"O.C. MAX. -- FIN. GRADE #3 TIES AT 4"O.C. -- 3/4" X 5 1 / 2"X8' BASE PLATE W/ (2) 5/8" ANCHOR BOLT cr I- Z Nf� 1 4"1 8" , I4 # 2 #4'S CONT. j 16" SECT.— PERIMETER FOOTING (SCALE: 3/4' = 1' -0') SIMPSON EPB 3/4" CHAMFER (SCALE: 3/4' = 1' - 0') •1• z m W (SCALE: 3/4' = i' -0') SEE FDN. PLAN & SCHED FOR SIZE & REINF. I SEE FDN. PLAN & SCHEDJ '�- FOR SIZE & REINF. - 2X STUD @ 16'O.C. FRAME WALL - -1/2' EXPANSION JOINT MATERIAL FIN. SLAB --- (1) #4 CONT. MIN. 4X OR 6X POST T.S. COL 3 16 r r - 8 CONC. PIER W /(4) #4'S VERT. FIN. GRADE in g: 3" CLR. SECT.— INDIVID. SPREAD FTG. SLAB -ON -GRADE t-- 3' CU?. SECT.— INDIVID. SPREAD FTG. C:': r.� F 1 7/21/901 REISION I C'ATE I PLWD. WALL SHTG. SIDING 2X TREATED PLATE W/5/8"0 A.B.'X 0 48"O.C. MAX. FIN. GRADE FIN. GRADE z z I 3' C L SECT.— PERIMETER FOOTING F.,. C - `-r-� ions - J � _ - not saw. Sr Mori:" C t ammo' - cf c _ f! R HAR7'IYC, JR. CONSULTING ENCIER i (SCALE: 3/4' = 1' -0') SIMPSON LCB 66 FULLY NAILED 1 PLWD. WALL SHTG. SIDING - 3/16 V cc! 1 21 WELLS AVE S. SATE F. ENTEK VA ; - 4242 DRAWN Rri ; .�-- 8 (SCALE: 3/4' = 1' -0') 16" SEE FDN. PLAN & SCHED1 FOR SIZE & REINF. (SCALE: 3/4' = 1' -0') TITLE - 6X6 COL. COMMENTS CHECKED IDarE PROJECT �. .� 99 -23 - 2X STUD @ 16'O.C. FRAME WALL (1) #4 CONT. MIN. --1/2' EXPANSION JOINT MATERIAL - FIN. SLAB 2 #4'S CONT. SLAB-ON-GRADE w/ W.W.M. SECT.— THICKENED SLAB SPREAD FTG. NEW T.S. COL W/3/4" X 5 1/2" X 8" BASE PLATE & (2) 1/2" X 2 1/2" LAG BOLTS NEW 2X6 STUD WALL (16" 0.C.) FIN. SLAB CITY + ' J : ERIOR FOOTINGS MOVED PER OWNER SHT. s1 ot Nq- oqq REVf$ION NO JUL 2 8 4249 E') EWE - .''v: to -.I COL. TO STEM WALL THE JONES RESIDENCE 13025 41ST AVE. S. TUKWILA, WA. 98168 s • NEW 2X6 FRAME WALL t NEW STEEL BEAM ADJACENT Tp EXIST. WOOD BEAM Cu aD Cu 16" O.C. SIMPSON HUC212 -2 SIMPSON MST' HEADER TO DI JOIST 41 \C L 7(1, AR STRUCTURAL NOTES: 7 STRAP 1ST. FLOOR NEW 2X6 0 16" O.C. FRAME WALL 1/4 X 11 7/8 PARALLAM P§0_ LINE OF STEM WALL BELOW 2X8 TREATED LEDGER '' (2) 3/8"X6" LA; BOLTS EA_ STUD W 8X40 STEEL BEAM W /2X WOOD TOP PLATE S2 20' -8' +, 3 1 /2 X 11 7/8 PARALLAM •c7 05 / bc 14' -0' �° FIELD VERITY 30' -10 1/2' (1) ) 7Y19 .WV 4 41) ?Y1 MOM 2X12 ,W K + (1) 2X12 STRINGER rE S2 46' -2 1/2' 5 LLAM PSI. _ " SIMPSON MST 7 STRAP HEADER TO E LIST. FLOOR JOIST L 12 TREADS ® 11" = 11 ' -0" "ISFRS 2 6.73' = Rn 3/4e FIELD VERIFY SIM NO JOINT W _ 2X FLOOR FRAMING RENOVATION PLAN (SCALE: 1/4" = � ` ° / c �� I -- -- _ W 8X28 S E BEAM 24' -6' +/_ PLATE EXIST. STAIR LANDING SLAB 2X6 TREATED BRG. PLATE BOLTED TO EXIST. LANDING W /(3) 1/2" X 5 1/2" CONC. EXPANSION BOLTS • 15 4' EXIST. CONC. STEM WALL W/ CONC. SHELF ABOVE, 3 SIDES 1 LINE OF STRUCTURE PERIMETER LINE OF PORCH ABOVE LINE OF STRUCTURE PERIMETER LINE OF STRUCTURE PERIMETER rip NEW SIMPSOY; Ate` CHr E► SIDING NEW 1/r PLWD. OR 7/16" O.S.B. SHEATHING _ _ 4X4 TREATED POST - 1E4— . - - EXIST. FRAME WALL EXIST. FIR. FRAMING 3/16 j/ T.S. COL. IN NEW 2X6 FRAME WALL 2X DF -L PLATE NAILER, BOLT TO TOP FLANGE W/ 3/8"P1 X 2" LAG I BOLTS 0 12" 0.0 1 STAGGER SIDES NEW W 8)(_. STEEL BM 5/8" X BM. WIDTH X 7 1/2" BRG. PLATE W/(2) 5/8"O M.B.'S (1 1/2" END MARGIN) SECT.- STEEL BEAM TO COL. DOUBLE TREATED 2X STAIR HDR. IN HUC HANGER (SCALE: 3/4' = 1' -0') NEW W8 X STEEL BEAM EXIST. FLR. FRAMING NEW SIMPSON A35 CLIP EA. JOIST TYP. - k 5/8" X BM. WIDTH X 9" BRG. PLATE W /(4) 5/8" 0 M.B.'S (1 1/2" END MARGIN) . �t 1 (SCALE 3/4' = 1' —C') T.S. COL. SECT.- STEEL BEAM TO COL. (SCALE 3/4' = 7' -0') SIMPSON 1212 L EA. SIDE SECT.- PORCH BM. TO COL. Il ri7 hall1111 • EXISIT. PORCH FRAMING RAIUNG, BY OTHERS TYP. AROUND DECK AND DOWN STAIR 2X TREATED DECKING 3 1/2 PARALLAM DECK BEAM 2X OF -L PLATE NAILER, BOLT TO TOP FLANGE W/ 3/8"0 X 2" LAG BOLTS 0 12"O.0 STAGGER SIDES 2X TREATED DECK JOIST IN LUS HNG'R. 1 REVISION 7/21/99 DATE EXIST. FLR. FRAMING -- NEW SIMPSON A35 CLIP EA. JOIST TYP. NEW W8 X STEEL BEAM 5/8" X BM. WIDTH X 9" BRG. PLATE W /(4) 5/8" f M. B.'S (1 1/2" END MARGIN) TREATED 2X DECK JOISTS BY (SCALE: 3/4' = 2X TREATED DECKING DOUBLE 2X TREATED STAIR HEADER 2X TREATED 2X DECK JOISTS IN SIMPSON LUS26 HANGER DOUBLE 2X TREATED STAIR HEADER -- 2X8 TREATED STRINGER EA. SIDE OF 2X JACK NAILED TO JACK W /16d SINKER NAILS 0 8"O.C., STAGGERED 2X TREATED DECKING LINE OF 2X8 TREATED LEDGER BEYOND -- SIMPSON L90 (SCALE: 3/4' = 1' —O') H R HART/NC, JR./ CONSULTING ENGINEER I I 212 VEILS AVE. S. SUITE F, RENICK V& 271 -4242 DRAWN RH CHECKED DATE RH 6/2/99 • SIMPSON L90 EA. SIDE TITLE s 2X12 TREATED STAIR STRINGER, NAIL TO JACK W /1Od COM. NAILES 0 6" O.C., STAGGER SECT.- STEEL BEAM TO COL. ' - f' SECT.- CENTER STAIR STRINGER (SCALE: 3/4' = 1' -0') `- PROJECT 99-23 3/16 V T.S. COL. 1711-oIJ 2X TREATED STAIR TREADS 1/2- TREATED PLWD. RISERS 2X TREATED STAIR TREADS 1/7 TREATED PLWD. RISERS SECT.- EDGE STRINGER COMMENTS 1/4 " X6"X6" PLATE EA. SIDE W /(4) 5/8" 0 M.B.'S 3 EA. WAY SHIM 0 THINNER WEB AS NECESSARY 2X DF -L PLATE NAILER, BOLT TO TOP FLANGE WI 3/8"0 X 2" LAG BOLTS 0 12" 0.C. STAGGER SIDES Iilt RH MOVED FOOTING BELOW PER OWNER NEW W8 X STEEL BEAM 2X 12 TREATED STAIR JACK it •,'he K � {S J - Y - 2X12 TREATED STAIR JACK PEF M f THE JONES RESIDENCE 13025 41ST AVE. S. TUKWILA, WA. 98168 SHT. S2 or LINE OF EW STEEL CENTER B AM ABOVE AND SUPP I RTING FOOTINGS PLAIT WALL SHTG. FIN. GRADE CENTERLINE OF --- NEW BEAMS ABOVE LINE OF NEW PORCH /LANDING ABOVE - >-- La— W t o z s 4 • 4' -6 — LINE OF AME W AND NEV BEAM AB tf2 3' -6" X 3'--6" X 10" 4' -0" X 4 -0" X 10" 1 ' THK. FTC. W /(3) 15'S THK. FTG. W /(3) /6'S \ EA. WAY I EA. WWY r ) ' - 8' +/_ EXIST DIRT FLOCR, NEW ( CONC. SLAP ON -GRADE 4 Ii k i 2' -0" X 2' -0" X 10" I /O 14's !, THK. FTG. W/(2) � EA. WAY (2 PL'S) __ - IL 14' -0' FIELD VERIFY FIN. SLAB t 12' -3' FTG. STEP NEW T.S. COL. w/3/4' x 5 1/2 X Er BASE RATE do (2) 1/2' X 2 1/2" LAG BOLTS _- - NEW 2X6 STUD WAIL (16 (SCALE: 1/4" = I ' -cr 30'10 1/2' LL OVE 1/2 SECT.— STEEL COL. TO STEM WALL CSCIiLEt 3/4' = 1'-m 46' -2 1/2' L 14' -1 1/2' -3' -a" X 3' -0" X 10" THK. FIG. W /(3) /4'S EA. WAY ---- LINE OF j TREADS 11' = 10'-1' FIELD VERIFY 1 ( --- -- LXIST. INTEL '1 R FOOTING, Si WALL 'ID FRAME V >LL 2 1 -6' +/ FOUNDATION RENOVATION PLAN CONC. WALLS, 1/2 EXIST. CON SLAB - ON -GRADE TO REMAIN STAIR ABOVE 15' -4' -- EXIST. STAIR LANDING SLAB NEW T.S. COL W/3/4" X EXIST. STEM WAL / CONC. SHELF ABOVE, 3 S! 'ES 5 1/2" X 8' BASE RATE & (2) 5/8" 0 x 8 ALL THREAD BOLTS EPDXY GROUTED dlhomoramirmiImammmmmmammo wt. l SEE Fut PLAN s5am. L- 3'-€ X 3' -6' X 10" THK 4 TG. W /(3) 5'S EA. t `Y J SECT.— STEEL COL. TO STEM WALL ' +( LINE Or PORCH ABOVE -LINE OF STRUCTURE PERIMETER ~- LINE OF STRUCTURE PERIMETER LINE OF S RUCTURE P' ?IMETER - 3' -0" X 0" X 10" l h, FTG. W/( 14'S EA. WAY iv■s4atkictiov �a� vevre,d re- 0.1V-. ecAvoi% 9. ‹, c , i • !.1:)1 4*.le<i'' t I By r SEPARATE PEW"' REr. FRED •a.. Cm/ `- • aid VEILS MIL t ME F. mak Ilr► en-4242 PLWD. WALL SHTG. 1- - ---�_ 2X TREATED PLATE w /5 /S"0 A.B.'X 0 MAX. - FIN. GRADE - - / 16 , IIP 3' r, l _ R. 16" SE 'T.- PERIM[TER FnOTINC CSC. r : 3/4' = 1' -0') 7 11 ;DN. PLAN & SC D FOR SIZE & RED" SECT.- INDIVID. SPREAD FTG. (SCALE: 3/4' = 1' -0') 3/4' X 5 1/2" X 8' BASE PLATE W/ (2) 5/8" ANCHOR BOLT Z z N cr U) ,,sue FDN. PLAN a sc FOR SIZE & REINF. 2X STUD FRAME WALL EXPANSION JOINT MATERIAL FIN. SLAB 4X OR 6X - -- 8"X8" CO' PIER W /(4) ' . ; VERT. FIN. (' f - (1) Ufa CONT. MIN. T.S. COL 3 16 4'5 CLINT. - L "LR. S1M-ON -GRADE 3" CLR. SECT.- INDIVID. SPREAD FTG. NAWN PLWD. WALL SHTG. SIDING ------ 2X TREATED PLATE W/5/8"0 A.B.'X • 48'O.C. MAX. -- _ FIN. GRADE y 0 3' CLR. SIMPSON LCB 66 FULLY NAILED --- 3/4" x s 1/2" x 8" BASE Puy W/ (2) 5/8" ANCHOR BOLT 1 1 ANL SECT.- PERIMETER FOOTING (SCALE' 3/4' = 1' -0') w • - 6X6 COL 0- ,rte FDN. PLAN & scHre FOR SIZE & REINF. SECT.- THICKENED SLAB SPREAD FT (SCALE: 3/4' = 1' -0') FON. PLAN & SCHED SECT.- THICKENED SLAB SPREAD FTG. (SCALE: 3/4' = CHECKED DATE PROJECT RH 6/2/99 - - T.S. COL IS / - SLAB-ON-GRADE w/ W.W.M. ! 2X STUD Q 16'O.C. FRAME WALL (1) #4 CONT. MIN. 1/2' EXPANSION JOINT MATERIAL FIN. SLAB ;.i 2 #4'S CONT. 3/16 V 3 CLR. SLAB -ON -GRADE qry - • -{. SHT. • I t NEW STEEL BEAM ADJACENT T EXIST. WOOD BEAM - -- CODE NEW LX6 0 FRAME WALL UNIFORM BUILDING COOE,1997 EDITION DESIGN WE LOAD& ROOF 25 PSF DECK 60 PSF 16'O.C. SIMPSON HUC212 -2 -1 r 4 3\/& 4 3 • SIMPSON M STRAP HEADER TO : 1ST. FLOOR JOIST CNA A 9 `" -Q • NEW 2X6 0 16 FRAME WALL FLOOR 40 PSF (RESUB4TIAL4 EGRESS 100 PSF CONCRETE FOOTINGS AND STEM WALLS - f'c = 2500 PSI, tt = 844 PSI (NO SPEC. INSPECTION REQUIRED). MINIMUIA 5-112 SACKS OF CEMENT PER YARD OF CONCRETE MAMMUM 6 GALLONS OF WATER PER SACK OF CSAENT. <2 4) , 4 514X117 l 7/8 PARALt.AM (PSL) U) 0 0 w 8X40 STEEL BEAM w /2x w000 TOP PLATE ./11111, 2X8 TREATED LEDGER (2) , r_ 3 1 /2 X 11 7/8 PARALIAM . P FLUSH 4c ti 14' - 0' Q FIELD VERIFY DESIGN SOL BEARING VALUE =19 0 PSF (ASSUMED) MINIMUM DEPTH OF FOOTINGS BELOW OUTSIDE FIND GRADE =1-6". FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOIL OR STRUCTURAL FILL PLAO3) UNDER THE SUPERVISION OF A SOILS ENGINEER. 20' -8' +/_ fo .LC) ci 49 < / n\f 1. (SCALE: 1/4' - 1' -O STRUCTURAL NOTES: - f t = 2500 PSI ULTIMATE tt = 844 PSI (NO SPECIAL INSPECTION REQUIRED). _MUM 51 f2 SAOCS OF CEIENT PER YARD OF MOWN 5 GALLONS OF WATER PER SACK OF CEMENT_ 718'JS N3GREGATE CMCRETE CAB IS TO EE WET CURED OR SPRAYED MTH AN APPROVED CURING ,AGENT. WET CURING TO BE MAINTAINED FOR A MIN. OF 7 DAYS. REINFORCSIS ST SI: ASV A415, GRADE M coviat AS _ FOOTINGS 3' ABOVE MIN SURFACE WALLS AS NOTED PROVE Mme- M Mt DIAMETERS AT Ail SPlS REINFORCING DETAILS MILL C01FOAM TO AO M•M,LAL OF STAB OF mom INICEUJINEOUS AND WINCTURAL STEEL INSCELLANEOUS STEEL -AWN AI. R= 311A1111 PSI STRUCTURAL STEEL -ILSTMA* Fb = ROOD PSI TUOULAR STEEL CQINN,S -ATM Nom GUDE S OR C►Fb= *SOO PSI PAL WRDS SIAM OE CQTTNJOUS FILLET ITEM 1 E'SS NOM) OTHERWISE WELDING SKILL BE PERRIRNED sr NASD. CENTRED weds USING AED1 HEAVf CC IATED ELEC1ROoEL CiMI YIELDS AND METAL. sNaP PANT METAL NOT SIBEDDEZI M COPICRETE VII ONE COAT OF APPROVED ZINC CIE Pmt 30' -10 1/2' (1) IMMO SIMPSON MST3 HEADER TO EX JOIST 46' -2 1/2' 5 1/4 X 11 7/8 , PARALLAM (PSL) 2X12 ACX + (1) 2x12 STINGER \c3 STRAP ST. FLOOR c# / '4\ \`‘)' 12 TREADS A 11" = 1 l' -0" 12 RISERS e 6.73' = 80 3/4' FIELD VERIFY FLOOR FRAMING RENOVATION PLAN 24' -6' 15' - 4' - EXIST. STAIR LANDING SLAB • 2X6 TREATED BRG. PLATE BOLTED TO EXIST. LANDING W /(3) 1/2" X 5 1/2" CONC. EXPANSION BOLTS EXIST. CONC. __ STEM WALL WI CONC. SHELF ABOVE, 3 SIDES ANC HOR eOLTS S BOLTS CONVECTING w000 ELEmeffs - ASTM A.307 BOLTS FOR STEEL CONNECTIONS - ASTM A, EVASION BOLTS - "RAWL -STUD E PANSION ANCHOR" OR APPROVED EQUAL. REFER TO IC80 REPORT NO. 4514. EPDXY GROUTED BOLTS -'RAWL FOIL FAST' MEETING ASTM C-881 TYPES I, II IV AND V, GRADE 3, CLASSES 8 S C. LIMBER AND TUBER DOUGLAS FIR- LARCH AND HEM-FP GRADED II ACCORDANCE WITH WEST COAST LUMBER INSPECTION BUREAU GRADNG RULES #17, 1996 REVISED EDITION. Z03 JOISTS 14-F NO.2 Fb =1105 PSI 2X JOISTS H-F NO.2 Fb =1020 PSI 2X12 JOISTS H-F NO.2 Fb = 890 PSI 4X POSTS DF-I NO.2 6X POSTS DF-L NO.1 2X4 STUDS H-F STUD GRADE 2 STUDS H-F NO.2 Fb =1105 PSI 2X L 3X MUDSLLS DFt NO.2 MISCEUANEOUS FRAMING LINER PR STANDARD OR BETTER. ALL BOLT HEADS AND NUTS BEARING ON VMOOD SHALL HAVE CUT WASHERS. ALL WOOD N CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATS). ALL MOM DECIQSTAR ROOD SMALL BE PRESERVATIVE TREATED. ALL WAGERS SHALL BE SIMPSON STRONG TE OR EQUAL_ MANUFACTURED LIMBER PLYWOOD (OM WIEB LIOI•STS, MERMAN AO PARALLAM MANUFACTURED LUIS BY TRUSJdST NACNIUAN CO. etamagmais - PARALLEL STRAND LUMBER (PSI..), Fb = 2900 PSI, E = 2.0 X UP ` ( c-) PLYWOOD ANEFOCAN PLYWOOD ASSOCIATION (*PA) GROUP 1 PLYrMOOL1 ALL PLYWOOD TD !E STANDARD MT-APA MTh E TETIlOR Gum THE FOLLOWING SMALL BE THE PLYWOOD UNLESS NOTED OTTERVOISE WAIL SEEIITPING -1Q' ( O.S.B OPTIMAL WALL SHENTHDIGI PM MO USE 1)E MAIM NALNG SCHEME U NOTED OTHERWISE FPM NAILING PER UGC SOEDULE 23$&1. IMILIMEMB MAD -NAL IITIN SI CONNOR CON— RAUATf QC. ALONG JLl Phi EDGES OTHERWISE_ !LOCKED AT 1f` aC. NIL All (INANE RIMING NENIERS UNLESS NOTED DM HI 1 LINE OF STRUCTURE PERIMETER • LINE OF PORCH ABOVE LINE OF STRUCTURE PERIMETER - ---', LINE OF STRUCTURE PERIMET FR • , : T'm & -1A, CF 4�.Ne 2 1)1Y el TG u 09et5 ANOMORASE BOLT IUD SILLS TO CONCRETE SIMIwLL$ OR COMMIS MI ANCHOR MU 81 ACCORDANCE ISM 11E MEM , SCIEDULE USE E t R/E 1111101111MI DOI ANCHOR BOLT N =OUNCE mum INC 1111111, OPIUM WALL WARR NAL ALL ews70/AL MUDS oar aC. UNLESS NOMMORIERNINE USE NCOOLER N LS. USE MCOQER MKS FO 1111' NEW SIMPSON A35 CUP EA. JOIST TYP. SIDING NEW �r PLWD. OR 7/16" O.S.R SHEATHING T COL M NEW 2X6 F : 'AME WALL SECT.- STEEL BEAM TO COL. EXIST. FIR. FRAMING --� ■ 5/8" x BM. WIDTH x 9" BRG. PLATE -- - C i " - W /(4) 5/8"0 M.B.'S (1 1/2° END MARGIN) DOUBLE TREATED 2X STAIR HDR. IN HUC HANGER - 4X4 TREATED POST -- (SCALE: 3/4' = ,. • r - -- - EXIST. FRAME WALL ' -0') r` X16 �T7 - EXIST. FLR. FRAMING 2X DF -L PLATE NAILER, BOLT TO _TOP FLANGE W/ 3/8"0 X Y LAG BOLTS a 12" 0.C. STAGGER SIDES NEW W 8X_, STEEL BM. 5/8" X BM. WIDTH X 7 1/7 BRG. PLATE _ w/(2) 5/ C C m.B.'S (1 1/2" END MP WAN) EXISIT. PORCH FRAMING 2X DF-L PLATE NAILER, BOLT TO TOP FLANGE W/ 3/8"0 X 7' LAG BOLTS A 12" 0.C. STAGGER SIDES T.S. 3/16 V— ca. SECT.- STEEL BEAM TO COL. -'' RAILING, BY OTHERS TYP. AROUND DECK AND DOWN STAIR --- . 2X TREATED DECKING JOIST IN WS HNG'R. - 3 1/2 PARALLAM DECK BEM SIMPSON 1212 L EA. SIDE SECT.- PORCH BM. TO COL. NEW W8 X STEEL BEAM TREATED 2X DECK JOISTS - 2X TREATED 2X DECK JO: STS IN SIMPSON - -2X TREATED DECK LUS26 HANGER EXIST. FLR. FRAMING NEW SIMPSON A35 CUP EA. JOIST TYP. -4 5/8" X BM. WIDTH X s' BRG. PLATE - W/(4) 5/8" N.B.'S 1 (1 1/2" END MARGIN) 3/16 V T.S. COL. is �-- 4 t ^ a 1/r x 6' x G' Pu►tE E►. SIDE W/(4) 5/t a M.B.'S 3 E►. WAY SHIM 0 THINNER WEB AS NECESSARY 2X DF -1 PLATE NAILER, BOLT TO ._ TOP ilMGE W/ �- -' 3/8"0 X r LAG BOLTS • 12'O.C. STAGGER SIDES NEW W8 X STEEL BEAM SECT.- STEEL BEAM TO COL. (SCALES 3/4' = 1' -0') 2X TREATED DECKING DOUBLE 2X TREATED STAIR HEADER --- • SIMPSON L90 EA. SIDE - 2X8 TREATED STRINGER EA. SIDE OF 2X JACK NAILED TO JACK W 16d SINKER NAILS 0 O.C., STAGGERED' 2X TREATED DECKING LINE OF 2X8 TREATED L EDGER BEYOND — DOUBLE 2X TREATED STAIR HEADER ---- % SIMPSON L90 " f 2X12 TREATED STAIR STRINGER, NAIL TO JACK W/ 1 Od COM. NAILES 0 0.C., STAGGER - 2X TREATED � ' STAIR TREADS � 1/2" TREATED PLWD. RISERS 212 VEILS AVE. S SUITE F, PENIS V11 271-4242 SECT.- CENTER STAIR STRINGER 2X TREATED f � STAIR TREADS 1/2• TREATED Iwo. RISERS i SECT.- EDGE STRINGER (SCALE: 3 /4 = 1' -0•) -- -2x12 TREATED STAIR JACK TREATED STAIR JACK