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��N L NOTES (��V 02-13-2022) <br /> ALL CO N ST-U CTI O N MAST CO M-F L`l W IT44 <br /> 2013 IBC, 2018 1P-C, -AN P 2013 WSEC. <br /> LOAPSO <br /> T007F LIVE LO-A 17 - 25 • <br /> 7-00-F TOTAL LO P - 40 N <br /> -F LOCSR LIVE LO-P - 40 <br /> FL007- TOTAL LDA-P - 50 c 'U) <br /> FOISTS - -PF #2 / 1MTCl I-JOISTS <br /> STVIDS - 44-F STOP <br /> -RA TARS #F #2- <br /> CONCRETE - 2500 ?51 m <br /> SEISMIC ?.ONE - -P L N <br /> WI N-P S-PIEEi - 85 Z S-'• <br /> c�oSl�tRE - J6^/s S <br /> �,�ff(.e <br /> SOIL -HAP-INCI - 1500 �sf F7FDOUBLETOPPL{}TE flTTIGVELn <br /> NTING <br /> PERRSDG RflFTERS ANP TRUSSSES <br /> WIT}{SPLICES OVER S7UD5 <br /> PE-TLfAN OR TRUSS MT:6 <br /> MIN 24"SPACING OF SPLICES <br /> * (A5E N 6I N E I S ��SI�N S P�CS N 17 NflILING PER T{t-DLER602.2(1)LINES 12 d 13 NAIL E-P 5 ROOF 058 <br /> NAILED Id AT 6"O.G.EDGE VflULTEP(RAFTER)CEILING <br /> AND 12"O.C.FIELD* TO}{flVER-3I BflTTs <br /> CONNECTIONS W-I-E�N 17I����NT <br /> CEILING TO 44AVER-4g <br /> }4EflPERPERPLAN 44URRICANE CLIP BLOWN IN INSULATION <br /> AT EAC44RAFTER <br /> -R503 S44EAI`441NG SIDING TOENAIL(3)1Gd'DOX <br /> PT 215 OR 10d C40 MMO N <br /> DECK WALL EACH TRUSS OR <br /> LEP6jER <br /> IzIm JOIST STUD FLflS}41NG RAFTER TO-PLATE <br /> R(vD2.�.5 (Z)ON ONE SIDE ANP <br /> i /JOIST <br /> JACK ANP (1)ON OPPOSITE SIPE <br /> KING STUDS <br /> -DECK FLOOR 'DECK 4IEAPER PER P LA N <br /> JOIST JOI57 JOIST 3/5" 1/2°WALL OSD INSULATED WALLS TO-DE �+ • <br /> NAILED 5d AT V D.G,EPGE <br /> ANP 12"O.C.FIELD* 2X6 44F#2 AT 16 O,G <br /> WIT44R-21 DATTS <br /> R507 <br /> T� PT 2x5 <br /> ALL CONNECTIONS PER T{yD LER602.3(1) A L L GO N NECTI0 NS PER TAD LE T602.3(1) <br /> =2 WIT44 T44RlA PT72 WIT44 T44RU <br /> L RO-P AT FAG{{END ROD AT EA-P END LA <br /> OF DECK LEDGER OF-DECK LEDGER <br /> - R50I LUS+4flNGER55}4ALL <br /> PTT2 FROM FLOUR JOIST NOT OVERLAP DOLTS R311.F•5 PLYWDO'D FLOOR PIAP44RA(W <br /> TO PECK JOIST AT EACF4 ENP CONTINUOUS 1-1/4"-Z" GLUEP ANP NAILED WIT44 1-1A2" V <br /> OF LEDGER PIAm TER 44ANVRAIL RING OR SCREW S44ANK MIN (a G°O,C,SOLE PLYWOOP FLOUR PIAT+MA6M • <br /> 16d AT 1(a°O.0 SOLE F;1LAiTAETT,O JOISTS OR GLUED ANP NAILED WIT{{1 1/2" r <br /> SEEPETAIL P3 A80VE O O O O O O REQUIRED ON AT LEAST ONE 12,5 gA(Ncicr')544ANKPIA. $LOCKING RING OR SCREW SHANK MIN <br /> PLATE TO JOISTS OR ■ ` <br /> SIDE flNP TO BE BETWEEN 34° $LOCKING* -ENP NAIL(2)1W 12.5 A(O.Ogg")SOAN K PIA. /ems <br /> 0 0 0 0 0 o ANP 35' VERTICALLY ABOVE / POUDLEJOIST -ENP NAIL(2)1W SOLE PLATE 9 <br /> TREAPS LSC CONNECTOR TO EAC44 STUD p <br /> R50F.2.1 AT TOP OF SOLE PLATE <br /> PT MIN?x5 LEPGER80LTEP TORIIM WIT44 1/2"LAG BOLTS STAGGERED OR EQUAL STAIRS TO EACH STUD Lu <br /> 15"O.G.ANP MIN 2'FROM TOP,MIN 3/4"FROM 'BOTTOM,MAX <br /> SPACING VERTICALLY 5.5"for 2X5-(v.5"for 211D ANP MIN 2"FRO'M END <br /> R312.3 Lu LU <br /> PTTZ ""� PASS T OUG•NRAIL ?-T M JOIST TOE NAILED � } <br /> MAX <br /> TO TOY-PLATE* WIT}( <br /> R302.F SOFFIT DOARD YERU OISTS 5d AT 6°O.G. <br /> 7-3o 1/2"GWB FLOUR JOISTS PER PLAN <br /> Lu <br /> 2X4 TOP MIN <br /> S TARALLEL RAILW/ UNDER STAIRS <br /> 1 LAYOUT F6fl�O m SA4EAR WALL SI4EflT441NG I 1 <br /> 2x12 STRINGER LAPSRItM JOIST* -POUDLE TOT <br /> PICKET H WI`T4I 2(-4 SPACER R 358flTT5 WTT{4(2)16dPEND NflIL J <br /> PERPENPICULAR DOUBLE TOP PLflTE WIT44(2)1Cod TO EAC►4 STUD* OR(3)1W TOE NAIL <br /> LAYOUT R311.F.5 OR MVP SILL WIT})(3)5d TOENAILED EAC4 JOIST <br /> 4X4 POSTS =RISER!{ALL-DE NO MORE T AN 7.;<5° X <br /> TO DE MAX -TREAD 544ALL 8E NO LESS T4�AN 10" < ` <br /> (d D°D.0 GREATESTRISER ORTREAP S�{ALL NOT ALL CDNNECTIONS'PERTABLER6D2.3(1) ALL CONNECTIONS'PERTflBLER(,D .3(1) w r <br /> EXCEED T44E SYM.ALLEST'BY mo-RE T44AN 3/5" ,ilia M <br /> 2X2 PICKETS WIT44(2) {�••� <br /> 1/4"x3"LAG DOLTS <br /> LA <br /> -PIECK PETAILS 'PER'R507 STAIT-S 1.2 T`f'PICAL CANTILIEVER 1-1 WALLS TO TLOOR <br /> CV <br /> TA8LER602.3.1 INSULATED WALLS TO 8E F <br /> LL* WALL* WOOD CONNECTIONS PERTA-DLERG02.3(1) O <br /> SEEPETAIL D2 FORRAIL AND LEDGER CONNECTION DETAILS 5d A7(o"O,C,FROWI SOLID 'PL`fWOOP FLOOR PIAP44RAGtiM TABLE(002.3.1 2XG 44F#2 AT 16"O.0 403.1.3.1 R31 i`TREATED SILL PLATE R403.1.3.1$LOCKING TO BEAM GLUEP AND NAILED WIT44 1-1/2" TOENAIL(3)5d EAC44 WI744R-21 DATTS IN(1)No.40ARVERTICAL wIIN (1)No.4 DARVERTICALTOE NAIL EAC44 ENP TD RING OR SCREW SHANK W1IN JOI57 TO SILL* T w1URE T{4{hN 4I"O.C. Tfl-DLER4D3.1.Co.1 NOT WIORE T4{AN 45°O.C. <br /> FLAs441NG JOIST WIT44(2)5d 12.5 gA($,Ogg")SHANK PIA. -1W AT 1(v"O,C.SOLE EKTENPED TO T44E 80TTOW1 1/2"ANC44OR-DOLT 7"INTO EXTENDED TO T}4E DOTTOIM R31�TREATED SILL PLATE <br /> SEE DETAIL MAX�2° PT 2X5 JOISTS OF FOOTIN WIT44OF FDOTIN WIT4I <br /> PLflTE TO JOISTS OR CONCRETE MAXW1 32"O.C. ((�� <br /> BACK SPAN AT 16"D.G. $LOCKING* PLYWOOD FLOOR DIAP}4RAGWl STANPAR-P OOK EXTENDING STANDARD 44OOK EXTENDING <br /> D3 A'BOVE MIN 14"INTO STEM WALL. MIN 14"INTO STEM WALL, TA-BLER403.1.Ca.1 <br /> END NAIL(2)1(vd GLUEP AND NAILED WIT441-1/ NOT FEwERT44Am(1 #4-DAR NOT FEWER-T44AN(1)#4-DAR 1/2"ANC44M'DOLT 7"INTO <br /> LUS}ANGER EAG44 FLOOR JOISTS SOLE PLATE 2"RING OR SCREW SF4AN K MIN CONCRETE MAX 7Z"O.C. <br /> w1flX 24"CANT PER PLAN WIT44 TO EAC+4 STUD* 12.5 A($.Ogg")S44AN K DIA. TO Of STEM <br /> AL AL IV OF TORIOONTAL ALL N OF <br /> JOIST TO LEDGER FOR JOISTS R-35 DATTS 9 TOP OF STEWi WALL ANP-F(1) R506 TOP OF STEM WALL AND O / <br /> #4 44ORI�oNTAL 3-4"FROw1 4"CONCRETE SL{+$ #4 44oRI�ONTAL 3-4"FROw1.�-- <br /> I $OTTOM OF FOOTING ., _:'i ': - R5D(c.2.3 DOTTOM OF FOOTING WALL <br /> AC CAP �;> :: '- .: a:...`-:: WAIN 4"'DASE �/ :: , -404.1.4.2* <br /> PT 4X1D wIT44 4x10 PF#2'BEAM U.N,O. ZX4 GUSSET EACf4 SIDE OF 1,. „ r;. r' ,,;;„ :•_-` 6 �� <br /> (OR EQUAL) t,.. COURSE AND g(v"MAX WALL 44T WI T44 <br /> POST NAILED WIT44(3)10d .�,`�_+*;�`,r '-;- i <br /> \MAX 12"CANT TO EA(h4 w1En18ER R317.1 (5) ` ' "'''^" Gvnr»VAPOR CL(IL : LAN BAGKFILL NOT <br /> PT 4x4 POST OR OVER POSTS P057 TD PflD CONNECTION: WOOD FRAIMING TO-DE RETARDER .°., TO EXCEEP 45" <br /> (ox(v IF OVER Ift R31�TREATED SILL PLATE MIN V ADOVE GRAPE $ETWEEN BASE ,'.' <br /> (1)#4 44ORIFONTAL IN UPPER 12" <br /> fl23 WIT441.5'k3"LAG DOLTS R31 r <br /> OR 2"fl-DOVE CONCRETE flNP SLAB < "°• R4D4.1D2(2),OERWISE � �V�� TT <br /> ANDRAti"/SET NAILS TO PAD PT 4X4 POSTS OR 4xfa TYPIAL SLAB ' : ' ' FLOOUN <br /> R JOISTS PER <br /> AID ANG44OR T SPLIT IN W15 PLAN WIT44R-358ATT5 <br /> (OR EQUAL) A 8Efl AMP BASE d;3 <br /> f iraicair ,r"v s R405 VAPOR m V IlC.�� �L1 ��R E411V1 T <br /> R405 WSEGR402.1.1 DRAINAGE <br /> ",,•.-.:• WSECTADLE402.4.1.1 `Y.; ;; :n7 RIGIPR10INSULATION SYSTEM <br /> fir.�.�•�:'. YROTEGT DOTTom •• �' CL{}SS I BLACK VAPOR TYPICAL FOUNPATION DRAINAGE i - u <br /> 4• OF TOSTS WIT44 DARRIER T44ROUG44 ;•;;`.. •• WALL ANP FOOTING* SYSTEWI OR TO FROST LINE 24" <br /> g01b FELT OUT CRAWL SPACE '. / m 09-23-2022 <br /> 't•'s '; WIT44 TA-PEP OVERLAP <br /> W1IN 24"FOOTING. �:'• R403.1.4 AT JOINTS <br /> ry;:: FTG IMIN 12 BELOW UNDISTURBED SOIL OR "?• .. �: FOOTING* FOOTING* REVISED <br /> 80TTOWIOFFOOTINGTD ,: ,: FROST LINE(W441C�4EVERISPE-TER) i SIEE TER TA$LER403.1(1) SIEE TER <br /> TflDLER<}031(1) <br /> 8E8ELow FROST LIN`Ey� * °:`' :`'.=> RAo3.1.4F7G w1IN 12"$FLOW UNDISTURBED SOIL ORFROST LINE R403.1.4FTG'MIN 12"$FLOW UNPI57UR$ED SOIL OR FROST LINE 03-12-2023 <br /> (w441G}4EvER IS DEEPER) (w-lIC+4EVER IS PEEPER) <br /> I N TERI OR'DEARI N Cl <br /> LA <br /> TTPICAL 10xe) -DECK 0-4 IN CRAWL STACK p-3 TLOOR ANV WALL AT GA?-fl6:E p-2 FOUNPATION WIT}} SLAB TLOOR LA <br /> FOUN-DATION WIT44 CRAWL SLACE <br />