2105 GRAND AVE 2017-08-18 - Laserfiche WebLink

GENERAL NOTES (REV 07-01-2013) ALL CONSTRUCTION MUST COMPLY WITH 2012 IBC,2012 IRC,AND 2012 WSEC. ow� LOADS.GRADES,ETC' ROOF LIVE LOAD-25 N ROOF TOTAL LOAD-40 >J FLOOR LIVE LOAD-40 s FLOOR TOTAL LOAD-50 N x JOISTS-DF#2/MFG I-JOISTS STUDS-HF STUD RAFTERS-HF#2 CONCRETE-2500 psl EXPOSURE SEISMIC B D L -1 L L Q Lu WIND SPEED-85 -j FROST DEPTH-24" (� SOIL BEARING-1500 psf ATTIC."ENTWG (n PER RR06 RAF SFl USE ENGINEER'S DESIGN SPECS AND 5/16'-12'ROOF OGB PER PLAN ORllRL S NIF PER PLM ORTRL!SS AIF(: � CONNECTIONS WHEN DIFFERENT N.AILED8dAT3"0.0 EDGE W �y ✓~ AND 6'O.C.FIELDVAULTED(IR CEILING xl„/A•� TO HAVE R-39 BATTS O �++�+.•JJ NNNNN6 CEILING TO HA\"E R-}9 ^yl Q HURRIC NECLII' f BLOWN IN I.\SUL{TION Z y/ SHE-IflNG SIDING AT EACH RAFTER ^ DEC, I �A7 U IDL TOEN UL(3)1&1 BOX � H 1 OR 10d CO\INION O LEDGER STUD FL4SHWG EACH TRUSS OR JOIST RAFTER TO PLATE' PER PLAN n cts DECK FLOOR F-1 JOIST JOIST T GIST ECK 5/16'-12'WALL0.0LATED W-MJ-S TO ELJN-41LEDRd.4T3'O.GEu6HF=2 AT 16'0.0 Q AND 6'O.0 FIELD WITH R-21 BAT7N 2 � v ALL CONNECTIONS PER TABLE R602.30 �"I LAD3R507 8507 DTR WITH THRU D712 WITH THRU v DEACH ROD AT OF T OF DECK LEDGER OF DEC,LEDGER 2-1 TRUSS OR RAFTER RAh LUS HANGERS SHALL DTT2 FROM FLOOR NOT OVERLAP BOLTS AM171.7.A PLUEDAD NAIL DIAPHRAGM Q )LST TO DEC,JOIST H.MDAML REQLHRED GLUED.AND NAILED WITH 1-12- 16d.ITICI -SOLE PL1Z\'OOD FLOOR DI.{PHR{GNI ON.4T LE.ASI'ONE SIDE 16d.AT I6'O.C.SOLE PLATET,I0. .OR GLUED ANDNAILEDWITH 1-I2' H4CHEN'D OF LEDGER e o o RING OR SCREW SH.M,NIIN SEE DETAIL D3.ABOVE AND TO BE BETWEEN 34' DOUBLE JOINT PLATE 7T1101SfS OR I2.S ga(0.099')SH.ANI:DI.4 BLOCEINC• RING OR SCRE\V SHANKMIN o e e e e o AND3WVERTICALLI' BLOCF:ING• R5072.1 ABOVE TREADS ATTOPOFSTAIRS -END NAG(2)16d -ENDNAIL(2)i6d 12.5 gx(0 OW')SHANK DIA, � LEDGER BOLTED TO RINI WITH 12'LAG BOLTS STAGGERED 18'O.G SOLE PLATE SOLE PLATE TO EACHS11.71)AND MIN LFROM TOP.NIIN M FROM BL177R3125-hL4X SPACING TO EACH STL!D• r \-ERTIC4LLl'.MDNIIN 2"FRONT END RM172S 1.6" 4'SPHERE STHOU M-11)NOT DT12 2,4 TOP ROIL P.ASSTHOUGH RAIL RINI JOIST TOENMLED NLA\ \\'116d TO FLOOR JOISTS TO TOP PLATE l4"ITH O EACH PIC,ET Ix4TRIM R302.7 SOFFIT BO. PER PLM 8d AT6'O.C.' FLOOR JOISTS PER PLiN NIIN 12'GWB W '4 Q PARALLEL EA SIDE UNDERSTAINS 'HEAR\\'.4LL Q ^ OF PICKET SHEATHING LAPS I� L4VOLR 2 AWITH2.12 R4 SPA dTOE.4TH RIMIOIST• WITH(1)l6d TO{T� \A'1TH 2x4SP-AGER DC)L!BLE TOP WITH Rd TO)16d LED F kCSR!D' W PERPENDICULAR EACH STUD(I(b�T R371.7.5 OR'MUD SILL W ITH(3)Ad TOEN.{ILED EACH JOIST' 4x4 POSTS LAIYILT LOPS d TO BE M.4-X 1x5 TRIM -RISER SHALL BE NO MORE THAN 7.75- INTERSECTIONS)• -TREAD SHALL BE NO MORE THAN 10' F-0'O.G OY PICKET -GREATEST RISER OR TREAD SHALL NOT .ALL CONNECTIONS PER TARN. R6(12.M11 ALT.CONNECTION'S PER TABLE R502.31 rT, EXCEEDTHESMALLESTBY'MORETHAN38' n/ F"�/~ 2X2 PICKETS WITH (2) I..L W D2 DECK DETAILS PER R502.2 2 ALT 1-3 TYPICAL STAIRS 1-2 TYPICAL CANTILEVER � 1_1 WALLS TO FLOOR (n as W INSULATED TO BE WALL' U'.ALL' AM1I7 TREATED SILL PLATE I/--' �1✓� SEE DETAIL 02 FOR RML.MDLEDGER CONNECTION DEFNLS TT.ABLER602.3.1 PLIl\'ODD FLOOR DIAPHRAGM [2,IH142.4T 16 O.CT 8403.1.3.1 8'417 TREATED SILL PLAT 8403,1;i&R403.1.3.1 1l-I T.A GLl!ED.4ND NAILED WITH 1-72' TABLE 602.3.7 R'ITH R-21 BATTS NIIN(H No.4 BAR NOT Ct)Rd FRONT SOLID RING OR SCREW SHANK MIN TOENAIL(3)Ad EACH TABLE 8}03.1,6,1 MIN(1)No,4 RAR NOT RJ03.1.6.1 LL. V�'1JI FLIUMINGMAX72' PT 2x8 JOISTS BLOCEING TO BEAM MORE TH-M}R'O.C. 1/2'r-16%']-IN-PLACE MORE THAN 4R'O.C. 12'C..kW IN-PLACE SCC DETAIL 12.5 p(0.099*)SHANE DIA. IOIST TO SILL' THE VERICAL RAR BACRSPAN AT I6"O.C. -16d AT I6"O.C.SOLE PLYN,OOD FLOOR ANCHOR HOLT TINTO THE VERICAL BAR ANCHOR BOLT 7' lx1.ABOVE SHALLLXTEND3' CONCRETE MAN 72'O.C.' SHALL EXTEND 3' INTOCONCRETE FLOOR JOISTS PLATE TO JOISTS OR DL4PHA4CNI GLL�ED.MD CLEAROFTHEROTTONI ") HANGER EACH NVQ\2}"C.4VT BLOC,ING' NAILED WITH I-12'RING R506.l CLEAR OFTHE BOTIYINI MAXAI.AX 72'O.G(1 STORY) v LEDGER FOR JOISTS PER PLM WITH OF FOOTING,WITHOF FOOTING,WITH OR}R'nC.l2STORNI• R.3118ATTS -END PLATENAIL 2)16d 115OR R. W SH-ME NIIN STANDARD H001: 4 CONCRETE SLABSTANDARD HOOT: V•ALL SOLEPLATE 72.5 gaSHM,DLA EXTENDING MIN I4' R51M.2PT4x10 WITH 1x10 DF 92 BEAM U.N.O. 2x4GU33ET EACHSIDEOF TO EACH STUD' EX TENDING NIIN 14' R40l1,;.}.2•L) NLA\l2"CANT POST NAILED KITH(3)10d INTO STENT WALL. _ f I ! NHN 4'RASE INTO STEM WALL -96-NI iX\V.ALL HT WITH R}M.7.2(l\:\LL) Wl!RSE.MDl'NB.4L\\CED B.{CI:FILL NOT 1�I IT 4x4 POYBA POSTS POSTTO PADCONNECTION: 7Y7 CACH NIENIBER fiA'.APOR -TO EXCEED 4R'8317 TREATED SILLPWTE -(I):JHOR I\ 1=4 HORIZONTAL IN UPPER I2' N6x6IF Op2S\\'ITH LS".T'LAG BOLTS BMN'EEER -()8377 UPPER 12- BLTR'IiCNAND R4NISLT NAILS TO PAD FLOOR JOIST'S PER R4111DRA AND NEARMID HEIGHT OF V.'.ALL OR PT4xLIT IN EAMS Tl'PI4L SL 4B -NHN 7.5'\\:ILL BASE.ANDAT SFLIT IN BEAMS AND A.45C FLM\\'17'H R.SO BA'TIS DRAINAGE -NIIN 7.5'R'.4LLAL) )' .:^ - R405 •.•. SLOB SYSTEM _ _ DRAINAGE -q'SEC 8}02.1.1 VAPOR BARRIER MIN IR"X1R'OR IR WSEC 502.1.6.7 TATIALFOUNDATION SYSTEM RIGIDR101NSUL.\TION ROUND FO -6 MIL\'.4POR BARRIER N'.4LL.MUFOOTWG• FOOTWG' ' E\TCND DOWN NIIN•r}° FOOTING BOTTOM OF THROUGHOLTCRAWL ORTO FROS LINI: R4U311 FOOTING TO BE MIN 0.403.19 R}0i 1.i 04-05-2013 SPACE WITH TAPED AIW bxl2(1 STORY)6115(2 STORY)6x23(3STOR1)CONC£TG. 12*BEL GRADE FTC NW I2-BEUJ\\'ITVISRIRBEDSOIL OVERLAP AT JOINTS MIN12(1 STORY)6x15(2 RTORY)S.xTi(3 STORY)GONG Fl G. 89031.3 ��`� OR MOST LINE @'HICHEVER IS DEEPER) (1)MTH No 4.CONTINUOUS NUN 3'CLEAR FROM BOTTOM OF FTG (1)\\ITH Nn+CWTWT!Ol5 NON 3'CIEAR FROM BOTTOM OF REV SED 8903.1} 11441.1.} FTGNRNITBEI01 l'DISTURBEDSOILORFROSTLWE 08 2-2013 FIG MIN ITBELOWUNDISTURBED SOIL OR FROSTUNE (1\'HICLIEVFRISDEEPER) DI TYPICAL 10x8 DECK 0-4 INTERIOR BEARING IN CRAWL SPACE 0-3 FLOOR AND WALL AT GARAGE 0-2\T l FOUNDATIION WITH SLAB FLOOR 0-1 FOUNDATION WITH CRAWL SPACE 10