Laserfiche WebLink
6:ENERAL NDT:ES (REV 02-13-2022) <br /> A L L CO N ST-RUCTI O N MUST CO M-F L`I WIT-}4 <br /> 201 8 I13C, 2018 I-RC, AN I7 2018 VWS:EC: <br /> -ROOT LIVE LOB}17 - 25 • <br /> T-00-F TOT-AL LO-}-P - 40 <br /> -FLOOR LIVE LOB P - 40 .2 <br /> -F LOCJR TOTS}L LOB P - 50 <br /> JOISTS - I T #2 / wM-F(� I-JOISTS 'U) <br /> ST(A-pS - 44-F STUB A '� <br /> T-A-FTEP-S 44-F #2 c p <br /> CO N CR:ET:E - 2500 psi 4) Cn <br /> SEISMIC ZONE - -p L (y <br /> WI N-P STEEP - 55 z •sue• Ln <br /> :EX-PoSVR:E - 13 <br /> Ln <br /> FROST ►�E-FT-I - 24" s CV <br /> F $-POLA'DLE TT?LATE D6 NTING r _C -pAFTERS ANP TRUSSSES <br /> SOIL P>� -RI N - 1500 �sf WIT44$pLIGES OVER STUDS �A¢f�S FE-TLAN OR TRUSS MT-6 <br /> MIN 24°SPACING OF SPLICES <br /> NAILING PER TA13LER602.2(1) LINES 12&13 <br /> * lilS� N GPI N��R�S PESIG N STECS A N-P NAI LEP gd flT l:ll O5!EDG VAULTED(RAFTER)CEILING <br /> ANT)12°O.C.FIELD* TO 44AVER-3a BAnS <br /> CONNECTIONS W-�-��N i7I���R�NT <br /> CEILING TO 44AVER-4q <br /> }SEA-DER PERPL{hN f4URRIGRNE CLIP BLOWN IN INSULATION <br /> AT EAC44-RAFTER <br /> R50< S44W-441NG SIDING TOENAIL(3)16d BOX <br /> TT 2xa <br /> -DECK WALL EACH TRUSS UR <br /> OR10 COMMON <br /> RAFTER TO PLATE <br /> LEP RIM STLN FLAS}IING -R602.7.5 (2)ON ONE SIDE AND <br /> JOIST <br /> JACK AND (1)ON OTTOSITE SLUE <br /> KING STUDS <br /> PECK FLOUR PECK 44EADER PER PLAN <br /> JOIST JOIST JOIST <br /> NAI 5 <br /> NAILEDEP WALL 058 <br /> INSULATEP WALLS TO BE ■ • <br /> ad AT EDGE 2X(p 44F#2 AT 1G"O.0 <br /> ANP 12"O.C.,FIEE LDP Wrr+}-z-21 8A77S <br /> -R507 <br /> PT 2xa O <br /> ALL CONNECTIONS TER TA$LIE-RW2.3(1) ALLC,ONNECTIONS TER Tfl8LE• (,02.3(1) <br /> LZDTT2 wIT44 74{RU 7fT2 WIT}{T}4RU %ft./ <br /> ROD E END "ROD AT E END <br /> -_P!3 <br /> OF PECC K LEDb-P GER OF PECK LEDED GER <br /> -R507 LUS 44ANGERS SHALL <br /> PTT2 FROM FLOOR JOIST N07 OVERLAP-DOLTSF R311•�•6 YLYWOOP FLOUR PIAT4-MA6M <br /> TO DECKJOIST AT EAC44 END CONTINUOUS 1-1/4"-2" GLUED AND NAILED WIT44 1-1/2" <br /> OF LEDGER DIAIMETER+4ANVRAIL RING OR SCREW S44AN K MIN lrvd flT 1(0"O.C,SOLE PLYWOOD FLOUR UTAP}#RflGM <br /> SEE PETAIL P3 A80VE o 0 0 0 0 0 -REQUIRED ON AT LEAST ONE 1Gd AT 1(V O.C.SOLE 12.5 a(0.0Aq")S44ANKPIA. F'PLATE TO JOISTS OR GLUED ANP NAILED WIT44 1-1/2" <br /> 'PLATE TO JOISTS OR 9 BLOCKING* RING OR SCREW 544ANK MAIN <br /> SIPE4ND T08E8£TWEEN 34° BLOCKING* -ENU NflIL(2)1Gd 12.5 a(D.Ogq")S{4flNKT)IA. /7•O o 0 0 0 o ANT)3a"VERTICALLY AWVE / T)OUBLEJOIST -ENP NAIL(2)1Gd 9 <br /> TREADS SOLE O <br /> R50'�.2.1 LSC CONNECTOR flT TOT OF SOLE PLATE TO EAG44 571AD* <br /> PT MIN 2X5 LEPGER'DOLTEP TO RIM wIT44 1/2" LAG BOLTS STAGGERED LS EQUA <br /> L STAIRS TO EAC44 STUD Lu <br /> 15"D.G.AND MIN 2'FROM TOY,MAIN 3/4'FROM 'DOTTOM,MAX A/ <br /> STAGING VERTICALLY 5,5"for 2Xa G.5"for 2XI D ANU MIN 2"FROM ENU � ■i r� <br /> R312.3 <br /> DTT2 -!pn 4'ST44ERE IMAM NOT <br /> PASS T44OUG44RAIL RIM JOIST TOE NAILED N } <br /> MAX iF <br /> TD T(PLATE WIT44 <br /> SOFFIT BOARD PERFLO�AJOISTS ad AT ra"O.C. LU <br /> 2x4 TOP G� FLOOR JOISTS YER PLAN 31 x PARALLEL RAIL W/ AIRSrLAYOUT 16d 0 LEAST-WALLS}4EAT441NGLAPSRIM JOIST <br /> R 30 8fln5 DOUBLE TOT PLATE _H R * UR(3)(1G)d1TOE NAIL** l <br /> PERPENDICULAR OR MUD SILL WIT44(3)-PLATE wIT44(TOENAILED EAC.44 JOIST <br /> LAYOUT R311•F•5 <br /> 4x4 POSTS -RISER%ALL 8E NO MORE T}}4AN .75" <br /> 70$E MAX -TREAT)S44ALL DE NO LESS T44AN 10" <br /> 6'0" GREATESTRISER OR TREAD S44fl LL NOT ALL CAN NEGTIONS PER TflB (v02.3(1) FALL CON NECTIONS PER TABIER(o02.3(1) w <br /> EXGEEDT44ESWN4LLEST$Y'MORET{4AN3/0" ,ilk <br /> 2)(2 PICKETS wIT44(2) <br /> 1/4"X3"LAGBOLf5 <br /> LA •DECKVAT-AILS -PERT-5D-7 1-3 TyTICAL STAIRS 1_2 T`'PIC}�L CANTILEVER WALLS TO FLOOR <br /> 0 <br /> TA8LER6D2.3.1 INSULATEP WALLS TO BE F <br /> LL' WALL* WOOD CONNECTIONS PERTABLERlo02.3(1) O <br /> FsEt-PETA <br /> IL T)2 FORR4IL flND LEDGER CONNECTION DETAILS ad z ro"O.C.FROM SOLID PLYWOOD FLOOR DIAT4 RAGMI TABLE ra02.3.1 2xG 44F#2 AT 16"O.G 403.1.31R317TREATED SILL PLATE R1D3.1.3.1 BLOCKING TO-REAM GLUED ANP NAILED WIT44 1-1/2' TOENAIL(3)ad EAC44 wIT-44R-21 BATrS IN(I) 4 BAR VERTICAL MIN(1)No,4DAR VERTICAL <br /> 70E NAIL EAC44 ENP TO RING OR SCREW S+4ANK MIN JOIST70 SILL* T MORE TORN 45°O.C. TA8L8R403.1.4.1 NOT MORE TO T4 45°D.G. <br /> EXTENDED TO T44E 80TTOM EX fENPED TO T44E 807TOIM R31�TREATED SILL PLATE <br /> FLA5441NG JOIST WI744(2)ad 12.5 9a(O.DgR")5}4ANK VIA. -1fad AT 16"O.G.SOLE OF FOOTIN�I,WIT44 1/2"ANC,-40R BOLT�°INTO <br /> SEE T)ETAIL MAX?2" PT ZXa JOISTS 'PLATE TO JOISTS OR CONCRETE MAX 72 O,C,* OF FOOTING(,� WIT44 <br /> D3 480VE BAGKSYAN AT Ira"O,C,. $LOCKING* PLYWOOD FLOOR DIA-P4MRAGM STANPARD 4400Y EXTENDING STANUflRP 4400K EXTENDING Tfl$LER4D3.1.6.1 <br /> END NAIL(2)1Gd GLUED 4NU NAILED WIT44 1 1/ MAIN 14"INTO STEM WALL. MIN 14"INTO STEM WALL, <br /> NOT FEWERT44AN(1 *4B4R NOT FEWERT44AN(1)#4'DAR 1/2"ANG440RBOLT*INTO <br /> FLOOR JOISTS SOLETLATE 2"RIN�7J OR SCREW%ANY MIN 440PIZONTAL WIT 12"OF CONCRETE MAX72'O.C,* <br /> LUS 44ANGE-EAC44 MAX 24"CANT PER-PLAN WIT44 TO EAG44 STUD* 12.5 9A(O.Ogq")S44AN K DIA. {4UPS�.ONTAL WIT44 12"OF <br /> JOIST TO LEDGER FOR JOISTS R-30 DATTS TOY OF STEM WALL ANP(1) R50(v TOY OF STEM WALL ANU 0) <br /> #4440 17ONTAL 3-4"FROM 4"CONCRETE SLAB #444ORI7ONTAL 3-4°FROM . +. <br /> BOTTOM OF FOOTING _ '. R506.2.3 BOTTOM OF FOOTING �.*" WALL <br /> AG GAP 4X1D PF#2 BEAM U.N,O. 2X4 GUSSET EACI-4 SIDE OF MIN 4"BASE ,ri ll✓6 7-404.1.4.2* <br /> (OR EQUAL) \MAXtjZ" <br /> X10 WIT44 1: ;%kt,?}rr; ( COURSE AND IV MAX WALL 44T wIT44 <br /> CANT POST NAILED wI r44(3)10d R317.1 (5) • '•` ;^=� (avnvM VAPOR CL2 UNBALANCED 13ACKFILL NOT <br /> OVERTOSTS 70 EA MEMBER WOOD FRAMING TO BE RETARDER :� - TO EXCEED 45" <br /> PT 4x4 POST UR TOST TO PAD CONNECTION: MIN V A'DOVE GRAPE •u BETWEEN BASE -(1)#444URI�.ONTAL IN LATTER IV <br /> (pX(a IF OVER aft' fl23 -AMSf. NA LAG'DOLTS -R31 i< R31;`TREATED SILL PLATE UR 2"ABOVE CONCRETE ANP SLAB '� ','r: -W UNDER 54"OR 8� 1 OF EVE ET <br /> ANDRAMSET NAILS TO TAP PT 4x4 POSTS OR 4X(o FLOOR JOISTS PER <br /> A8 4NG440R fYPIAL SLAB v`'".'.''-., !`S R404.1.2(2),OT44 <br /> ` PLAN wIT44R-35 BATTS <br /> r -1EVIEWED FOR. PER IT <br /> A7 SPLIT IN BEAMS AND BASE ' Lt''°> 'y VflPOR BltKKt£ <br /> (OR EQUAL) tr„'r.:;;e'•:=;••."- - �" • <br /> �;j�:,.'; ".•,� IgIFaIK R405 wSECR4D2.1.1 DRAINAGE f <br /> WSEG TABLE 402.4.1.1 Y�;"_� ;,,,''�•: RIGIDR1D INSULATION SYSTEM <br /> PROTECTBOTfOM '• �: GLflSSIBLACKVAPOR 7YTICALFOUNPATION VRAINAGE <br /> OF WIT44 WALL ANP FOOTING* SYSTEM •i EXTEND DOWN MIN 24" <br /> i:• •.., IbFELTBARRIER T+4ROUG44- �u <br /> ;. :•<• q0 OUT CRAWL SPACE ! OR TO FROST LINE <br /> 'o I. WI 7 44 TAPED OVERLAY 09-23-2022 <br /> MIN24°FOOTING. + R403.1.4 AT JOINTS <br /> +::•'' FTC MIN 12"BELOW UNDISTURBED SOIL UR ,� `� •• �:' FOOTING* FOOTING* REVISED <br /> BOTTOM OF FOOTING TO FROST LINE(W441G44EVER IS DEEPER) i SIZE PER Tfl$LER403.1(1) SIZE TER TAB LER403.1(1) <br /> BE BELOW FROST LINE, • ` R403.1.4 FTG MIN 12"BELOW UNDISTURBED Sol L OR FROST LINE R4D3.1.4 FTG MIN 12"BELOW UNDISTURBED SOIL OR FROST LINE 03-12-2023 <br /> (w44lc44EvER IS T)EETER) (W441G44EVER IS PEEPER) <br /> I NTERICR-D:E-A RI N Cl <br /> LA <br /> TY-PIC,AL 1Dx$ •DIECK D-4 IN CRAWL STACE D-3 -FLOC?- ANP WALL AT CIA-RAGS D-2 FO�iN-PATION WIT•I•� SLAD TLO(7R p-1 FOUNPA-riON WIT•}•' C-AWL S�AC� <br />