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CAEN12AL NOTES (R:EV 02-13-2022) 7 F_ <br /> -ALL CONSTRUCTION MUST COM-FL`f WIT44 <br /> 2018 I'DC, 2018 I-p-C, AN P 2018 WSaC. <br /> E <br /> LOB <br /> TOO- LIVIE LOA}P - 25 • <br /> T00-F TOTAL LOB P - 40 N <br /> -F LOOfR LIVE LOB}P - 40 .� <br /> -F LOOJR TOTAL LOA}P - 50 <br /> JOISTS - -P-F #2 / M-FG I-JOISTS •� <br /> ST(A-PS - 44F STU P Q O� <br /> -A-FTERS 44-F #2 p <br /> CONCRETE - 2500 psi m <br /> S:EISmIC ZONE - 17 Z S <br /> WI N (P 5-F��-p - 85 <br /> :Ec_POSVR:E - 13 <br /> P_0ST I��PTi-I - 24" 9 r S s U1 <br /> SOIL �� �IN� - 1500 �sf DOUBLETOPPL{tTE flTTIGVENTINGRA PERRaD(a PER PLAN OR TRUSS M-f6 <br /> WIT4i SPLICES OVER STUDS <br /> MIN 24`SPACING OF SPLICES <br /> * (AS� �N�I N��R'S l7�SIG N S-PiECS A N 17 NflILIN(�TER Tfl$LE R602.2(1) LINES 12 6 13 N3/5"AILED <br /> 5 ROOF OSB <br /> NflILED 6d AT 6"O.C.EDGE VAULTED(RAFTER)CEILING <br /> AND 12`O.G FIELD* TO-LAVER 30 BflTTS <br /> CONNECTIONS W44EN prF-FERENT <br /> CEILING TO 44AVER-0A <br /> -}EflDERPERPL,4N +L(RRIGj}NE CLIP BLOWN IN INSULATION <br /> flT EflCNRAFTER <br /> R50F S41EAT-11NG SIDING TOENAIL(3)1(.d BOX <br /> 'PT 2X$ UR 10d COMMON <br /> PECK WALL EAC44 TRUSS OR <br /> RI MRAFTER TO PLATE <br /> LED JOIST <br /> STUD FLAS}IING R(oD2•7.5 (2)ON ONE SIDE AND <br /> JOIST <br /> JACK AND (1)ON OPPOSITE SIDE <br /> KING STUDS <br /> -DECK F L0OR. 'DECK 4iEADER PER-PLAN <br /> JOIST JOIST JOIST 3/5" <br /> /1 <br /> NAI ED 5 WALL DSB INSULATED WALLS TO 8E � <br /> NAILED 0, AT E D*,EDGE 2x6 f�F#2 AT 1(0°0.0 <br /> flNP 12"D.C.FIELD WIT44R-21$ATTStF L <br /> R50� r <br /> 'PT 2xb O <br /> ALL CONNECTIONS-PET,TA ALL CONNECTIONS PERTABLER(o02.3(1) <br /> PTT2 WIT}}T+Mu PT72 WIT44 T-{RU <br /> R `LAJOD AT EAGf{ENP ROP flT EAG�{ENP OF PECK LEDGER OF PECK LEDGER <br /> R507 NO OV15RLRS SHALL <br /> PTT2 FROw1 FLOUR JOIST NOT OVERLAP BOLTS R311•�.6 PLYWOOD FLOUR PIAY})RflGWI Y <br /> TO PECK JOIST AT EAC({END CONTINUOUS 1-1/4"-2" GLUEP ANV NAILED WIT-}1-1/2" <br /> OF LEDGER DIAMETER 44ANPRAIL RING OR SCREW S44ANY MIN -1lod flT lCo"O.G SOLE PLYWOOD FLOOR DIAT+MA6 M .(� <br /> SEE DETAIL D3 ABOVE o 0 0 0 0 o REQUIRED ON AT LEAST ONE 16d AT 1(0"O,G SOLE 12.5 ga(DARQ")5-IflNKPIA. PLATE TO JOISTS OR GLUED AND NAILED WIT}}1 1/Z° v I <br /> PLATE TO JOISTS OR $LOCKING* RING OR SCREW$}LANK MIN <br /> SIDE 5' R BE BETWEEN 34° BLOCKING* -END NAIL(2)1(ad 12.5 a(D.Dgq")S}{ANKDIA•O O O O O O AND 30`VERTICALLY ABOVE / DOUBLE JOIST -END NAIL(2)1Gd g <br /> TREADS SOLE PLATE O Lu <br /> R503.2.1 LSC CONNECTOR AT TOP OF SOLE PLATE TO EflGµ STUD* <br /> PT WAIN 2X5 LEDGER BOLTED TORIM WIT{}1/2"LAG BOLTS STAGGERED OR EQUAL STAIRS TO EAGN STUD <br /> 15"O.C.AND MIN 2"FRom TOP,MIN 3/4"FROIM $OTTom,MAX <br /> SPACING VERTICALLY 5,5"for 2x8 (v,5"for 2X10 AND MIN 2"FROM END 7 <br /> Lu <br /> DTT2 P4IERE WAY NOT ul <br /> PAss T4E0(AG4NRAIL } <br /> MAX <br /> RIw1 JOIST TOE NAILED <br /> TO TOP-PLATE WIT{) <br /> R302.� SOFFIT BOARD PLOAJDISTS ad AT(a°O,G.* Lu <br /> 2X4 TOP T-30VAIN 1/2"GWB FLOUR JOISTS PER PLAN <br /> S x PARALLEL RAIL W/ UNDER STAIRS V 11 <br /> Lf}YOUT O m LATSR WALL S})EAT-LING j�,,= <br /> 2x12 STRINGER L gPSRIwt JOISTDOUDLE TOT?LATE <br /> z R-3$BflTTS WIT}}(2) W END NAIL } <br /> PICKET WIT-4 2x4 SPACER DOUBLE TOP PLATE WIT-{ (2)16d TO EAG�{STUD* <br /> OR(3)1W TOE NAIL* <br /> -P tNPICULAR R311.�.5 OR MUD SILL WIT-►(3)Od TOENAILED EAC4 JOIST <br /> LAYOUT <br /> 4x4 POSTS I -RISER SHALL$E NO MORE T{}AN <br /> TO BE MAX + -TREAD S-{ALL BE NO LESS T44AN 10' <br /> ALL CONNECTIONS-PER ALL CONNECTIONS PERTA-DLER(o02.3(1) w <br /> 6'0"D.C. GREflTESTRISER OR TREAD$}TALL NOT ,L\� <br /> EXCEED T4IE SWMALLESTBY MORE T41AN 3/5" CQ <br /> 2X2 PICKETS WIT-{(2) <br /> 1/4"x3"LAGBOLTS <br /> T`f-PICAL STAI-RS TTFICAL CANTILEVER WALLS TO FLOOR <br /> �2 VECK PETAILS FER-R50� 1-3 1-2 1-1 <br /> O <br /> TABLER6D2.3.1 INSULATED WALLS TO BE WALL [kALL <br /> * WOOD CONNECTIONS PERTA$LET402.3(I)II <br /> SEE DETAIL P2'FORT-AIL AND LEDGER CONNECTION DETAILS Q�d a�6"O.C.FROM SOLID PLYWOOP FLOUR DIAP-}R{t(y Wl TABLE(vD2 3.1 2x6 f4F#2 AT 16"O.G R403.1.3.1 R31 TREATED SILL-PLATE 03.1.3.1 <br /> $LOCKING TO$EAM GLUED AND NAILED WIT44 1-1/2." -TOENAIL(3)ad EAC}{ WIT-{R-21 BATTS MIN(1)No.4 BAR VERTICAL N (1)No.4$AR VERTICAL <br /> TDE NAIL EAGN ENP TO RING OR SCREW 5}4flNK W1IN JOIST TO SILL* NOT wIORE T4{AN 4E5"O,C. TAB 4D3.14.1 T M RE T}({iN 45°O.C, r <br /> EXTENDED TO T}{E BOTTOM EXTENDED TO T-(E$OTTOWI R31F TREATED SILL PLATE <br /> FLf55}4ING JOIST WIT-}(2)gd 12.5 ga(D.Dgq`)S}{flN K PIfl• -1Gd AT 1(0"O,G SOLE OF FOOTIN WIT- 1/2"ANGI}OR BOLT F"INTO <br /> SEE DETAIL MAX 72" 'PT 2x5 JOISTS FOOTIN WIT44 <br /> STAPLATE TO JOISTS OR CONCRETE MAXW1flX?2"D.G <br /> P3 ABOVE BACKSPAN AT 1G`O,C. $LOCKING* PLYWOOD FLOORDIAP-MACiM MIN 1 "I OOK EXTENDING STANDARD OOK EXTENDING <br /> END NAIL(2)1(od GLUED AND NAILED WIT4{1-1/ MIN 14"INTO STEM WALL, WIIN 14"INTO STEM WALL, TABLER403.1.1v.1 <br /> NOT FEWER T4IAN(1 #4-DA- NOT FEWER-r44AN O #4 BAR 1/2"ANC44UR'DOLT-7"INTO <br /> LUS-}ANGER FAG({ OUR JOISTS SOLE PLATE 2`RING OR SCREW SHANK WAIN ) CONCRETE MAX i2"O.G. <br /> MAXW1AX 24"CANT PE-PLAN WIT44 TO EAGF(sTUD* 12.5 ga(C.Dgq`)S4ANKDIA. -(ORI?ONTAL WIT 12`OF -(URIEONTAL WIT-}12"OF <br /> JOIST TO LEDGER XFOR JOISTS R-30 BflTTS TOP OF STEM WALL AND(1) R50(o TOP OF STEM WALL AND(1) <br /> #4 44ORI_ONTAL 3-4"F{ZOWI 4'CONCRETE SLAB #4}(ORI?ONTAL 3-4"FROM <br /> BOTTOM OF FOOTING :_ RSD(v.2.3 80TTONIOFFOOTING d WALL <br /> AC CAP 4x10 DF#2 BEAtiM U.N.O. 2x4 GUSSET FAGµ SIDE OF 1; '' '' s•• MIN 4"BASE -Ir1V 6 <br /> PT 4x10 WIT}} 1`. ,^' .; .t>i= :' COURSE AND RG"MAX WALL-(T WIT-} <br /> \MAX12"CANT POST NAILED WIT4�(3)10d fir;%�F.S CL� <br /> OVER'POSTS TO EAC}(W1EW18ER R317.1 (5) ^` _Rf RPOR UNBAL/iNCED BACKFILL NOT <br /> PT 4x4 YDST UR POST TO PAD CONNECTION: WOOD FRA4MING TO BE .; RETARDER :' :�.. TO EXCEED 48" <br /> I'T 4X OVER aft A23 WIT-{1.5 CO LAG BOLTS R317 TREATEP SILL PLATE WAIN(v"ABOVE GRADE BETWEEN BASE -(1)#4-}ORIFONT-AL IN UPPER 12" <br /> ANDRAMSET NAILS TO PAD T-31� (JR 2"ABOVE CONCRETE •1,y AND S LA$ �'r. l�"UNDER 54"OR BY TA?LE <br /> flB ftNGNOR PT 4x4 POSTS UR 4z(v :• FLOOR JOISTS PER R4D4.1.2(2),OT4}ERWISE 7.5" <br /> AT SPLIT ST O'R 4 TYPIAL SLAB `:':''::s PLAN WITOz-3$$flTTS <br /> (OR EQUAL) ANDBASE -T� y:..^ '0r •r <br /> 1;:, w EV'ERETT <br /> R4D5 WSECR402.1.1 DRAINAGE <br /> WSEC T{}BLE 402.4.1.1 <br /> ^•X,.•;n ' .!• RI IPRIOINSULATION SYSTEM D FOR PE <br /> .�'.�;�'� •; PROTEGTBOTTONI ; CLASSIBLACKVAPUR TYPICALFOUNDATION DRAINAGE i G i``•'.-< R IT <br /> OF POSTSWIT4( - ;;,. WALLANDFOOTING* SYSTEWI �'."i'i, EXTEND DOWN MIN <br /> O�N( <br /> FELT BARRIER TFIROUG4lOUT CRAWL SPACE {:'` + OR TO FRLINEWIT4{TAPED OVERLA-P �/ Oq-23-2022 <br /> MIN 24"F ''' �•a+;:%'`� FTG MIN 12"BELOW UNDISTURBED SOIL OR flT JOINTSa. . FOOTING* FOOTING$OTTOWI O FROST LINE(W-�IG�}EVER IS PEEPER) SIEE PER TAB LER�FD3.1(1) REVISED <br /> `�<.S R4D3,1.4 FTG MIN 12"BELOW UNDISTURBED SOIL OR FROST LINE R403.1.4 FTG MIN 12"BELOW UNDISTURBED SOIL OR FROST LINE 03-12-2023 <br /> (W4IIG4IEVER Is PEEPER) (W4{IC-LEVER Is PEEPER) <br /> I NTERI OSR 'DEA RI N 6 <br /> LA TT <br /> FICAL 1Dxe) v:6CK D-4 IN CRAWL S'FACE D-3 FLOO1R AN-P WALL AT 6ARAGE p-2 TOLAN-PATION WIT44 SLA-5 -FLOOR LA <br /> FO(AN-PATION WIT44 CRAWL S��tC� <br />