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All Decks, Inc
THESE DRAWINGS ARE CCPYRIGHTrO
MATERIAL AND MAY NOT 9E COPIED OR
REDRAWN WITHOUT THE EXPRESSED
WRITTEN CONSENT OF ALL DECKS. INC.
THESE DRAWINGSARE LIMITED TOA
SPECIFIC PROJECT FOR PERSONS NAMED
HEREIN ANO FOR THE LSE AND
COMPLETION OF ONE CONSTRUCTION
PROJECT. ANYOTHER USE OR REUSE IS
67
gl CTLY PROHIBITED WITHOUT WRITTEN
CONSENT BY ALL DECKS, INC.
South. Elevation
SCALE: 1 /4" = 1'-0"
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
ALL r
5i!�fT
1-1455 68th Ave NE - Suite 101
Kenmore, LUAshington 98028
kllfoea I (decks com
.2C6 9/9 ✓5016 Lfcsnse No, ALLDEE)D560DU
I I
4x& BRACING, TYP
City
Of Edmonds
Building Department
Work
DECK
Address
20509 78TH PL W
Owner
NELSON
Approved Date
3/15/2022
Building Official
7)07c0- ML'L W. X ofkU-IL
Permit Number
BLD2022-0298
The Nelson Deck
Evan & Anna Nelson
2050E 18th Place W
Edmonds, WAI 98026
425 238 9841
L--J L--_1 I
]East Elevation
SCALE: 1/4" = 1'-0"
APPROVED BY PLANNING
Mar 25 2022
Deck Elev .tn®ns
RECEIVED
Mar 09 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Parcel NO. 00506500001400
Adis Jamorg 21012=
i<Yofsc! 893
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All OL-cks, Inc
THESE DRAWINGS ARE COPYRIGHTED
MATERIAL AND MAY NOT BE COPIED OR
REDRAWN WITHOUT THE EXPRESSEU
WRITTEN UONSENIT OF ALL DECKS, INC.
THESE DRAWINGS ARE LIMITED TO A
SPECIFIC PROJECT FOR PERSONS NAMED
HEREIN AND FOR THE USE AND
COMPLETION OF ONE CONSTRUCTION
PROJECT_ ANY OTHER USE OR REUSE IS
STRICTLY PROHIBITED WITHOUT WRITTEN
CONSENT BY ALL DECKS, INC.
-V
151-& II
Deck Framing Plan
SCALE: 114" = 1'-0"
A L L
0 E(0';"K S
11455 bath Ave NE - auTte I01
Kenmore, LUAshington 98028
Irroea IIdec#cs.com
Z,®6 9/9 -491.6
License No_ ALLDEDD8rc,0DU
The Ransom Deck
Evan & Anne. Nelson
20509 15th Place UJ
Edmonds, WA e602(o
425 236 J84i
FOUNDATION NOTES-.
CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS
4 CONDITIONS PRIOR TO CONSTRUCTION,
SUPPORT BEAMS TO BE 4x12 *2 HF fHEM- FIR), UNO
PROVIDE SOLID BLOCKING OVER SUPPORTS,
BRG POSTS TO BE P.T. 4xro *2 HF 4 P T. 4X8 02 HF 9
BEAM JOINTS, UNLESS NOTED OTHERWISE ON PLANS
PROVIDE 6 MIL. Vl5QUEEN VAPOR BARRIER (VVB)
OVER ENTIRE CRAWL SPACE AND UP TO TOP OF
STEM WALL5
ALL FOOTINGS TO REST ON UNDISTURBED $OIL_
ALL WOOD IN CONTACT WITH CONC- TO BE PRESSURE
TREATED.
INSULATE, VENT AND FINISH SOFFIT IN AN"I
CANTILEVERED AREAS,
STEP FOUNDATION PER SITE CONDITIONS,
Ib00 P.S.F. ASSUMED SOIL BEARING CAPACITY
SHALL BE VERIFIED IN FIELD,
24'x24'xl2'dp CONCRETE
FOOTING W/ 2 *4 REINF_ EA. WAY
2' ABOVE BOTTOM OF FOOTING
24
Pd16'xlro'x12'dp CONCRETE
FOOTING W/ 2 *4 RE1NF_ EA. WAY
. 2' ABOVE 5OT7011 OF FOOTING
CONNECTION NOTES:
ALL CONNECTION5 OF JOIST OR BEAM HANGERS,
BOLTS OR NAILS WITH PRE55URE TREATED
WOOD ARE TO BE A MINIMUM OF TRIPLE ZINC
IZMAX'I (G185 PER ASTM A653) !-TOT DIP
GALVANIZE CA5T'M A123 FOR CONNECTIONS AND
A5TM 153 FOR FASTENERS AND ANCHORS),
DECK FRAMING NOTES:
CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS
4 CONDITIONS PRIOR To CONSTRUREC E IV E D
ALL BEAMS 4 HEADERS TO BE P-T_ &* 2022
PROVIDE SOLID BLOCKING OVER SUPPQRRIT@DMONDS
ALL WOOD IN CONTACT WITH CONC. T�5v49W64�
TREATED,
Deck Framing Plan
Parcel No... 0050.5.500001400
Date January 21* 2=2
Protect air,
Bleat
A2_
151-V
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I
I PRE-NL4NUF. WOOD RO F TRUSSES 24" O.G. iD[[
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DECK 8
RAMP
51=LOW I Lu
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21—®II VERIFlr
MATCH EX, O.H., TYFP ! '- ' TRU55 SPAN
Copyright 2022
All Decks, Inc
THESE DRAWINGS ARE COPYRIGHTED
MATERIA' ANB h Y NOTSE COPIED OR
REDRAWN WITHOUT THE EXPRESSED
WRITTEN CONSENT OF ALL DECKS. INC.
THESE DRAWINGS ARE LIMITEO TC A
SPECIFIC PROJECT FOR PERSONS NA FO
HEREIN AND FOR THE USEAND
GOMPLEYION OFCNE GONBTRUCTION
PROJECT. ANY OTI{ER USE OR REUSE IS
STRICTLY PROHIBITED WITHOUT WRITTEN
CONSENT BYALL DECKS. INC.
Roof FramingPlan
SCALE: 114" = 1'-0"
ALLDECVX%"I
11455 11 Ave NE - Suite 101
Kenmore, IJJAshington 98020
fnfoea I Idecks_com
106 9/9 5916 License No, ALLDEDDB&ODU
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box P05T
REFER DECK
FRAMING PLAN
FOR FURTHER
INFORMATION
The Nelson Deck
Evan & Anna Nelson
20505 loth Place U)
Edmonds, UJA 9502&
425 238 S841
ROOF TRUSS
PER PLAN
1:3LOCKING 5TWN
TRU55E5-U5E VENTED
5LOCKIW3 1F SOFFIT
Is FINIS+ m
CONTINUOU5 GUTTER
TO 5PLA5H 51-OCK
SIMP50N 15Cb6
�,x BM PER FLAN
EP566
CONC. PIER PAD
P'RECEIVED
Mar 09 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SCALE: 112" = 11-0"
Roof Framing Plan
and
Building Section
Parcel No, 00506500001400
2=1
6-10
GENERAL STRUCTURAL NOTES
TYPICAL UNLESS OTH6RLNeE eHOWN ON PLANS
ALL MIATELRIALS AND WOfrdd'IANSW P DE&kAN, AND CONOTF IGTION SHALL gPWO `i TO THE
Ray+ IFIwgw T$ of THE PRAUIiNi* BPECIFICATfONB, TWE NT€R'NATIONAL BUILDING CODE, (20I8 EDITIoN)_
RESIGN CRITERIA
ROOF LIVE LOAD_
30 PSF 4 3* PSF FOR &R
4ROINP SNOW LOAD
28 PEF
FLOOR LIVE LOAD (RESIDENTIAL)
40 POP
MOST LINE PEPTFI
12 NCH56
FLOOR LINE LOAD (DECK)
So Par
WINTER DE8i6N TEPID,
22 DEG. F.
OTAIR 4 COWIPOR LIVE LOAD
100 P'SF
AIR NIMB n1G INDEX
no
MECHANICAL UNITS
WEIGHTS FUII ISNED BY MIFGR
MEAN ANd1AL TEMP.
N DECs_ F_
WIND
100 MPH 3-s 9wt, EXPOSWRE
'B'
94111141
W10111c DITAIaN CATSMI 02
ALLOWABLE SOIL PRESSURE 2000 PeF (NATURAL $OILS OR COMPACTED)
SEE PLANS FOR ADD. LOADING CRITERIA_
STRUGNRAL PRAW1NCa8 SHALL BE USED IN C24ANCTION WITH ARCHITECTURAL DIPAWN38 FpR ®IDPMG
CONB7RUCTION, CONTRACTOR SHALL VERIFY DIMENSIONS .<Y.D CONDITIONS FOR CCI"IPATIBILTY AND
&WALL NOTIFY THE ARCHITECT AND 6MICT RAL ENGINEER, OF ANT DISCREPANCIES PRIOR TO
CONSTRUCTION 80 HE MAY T't1 PROPER REVISIONS TO THE WOW,
CONTRACTOR SHALL VERIFY A,LI. EXISTING DAIENBTONS, MEMBER SIZES, AND CONDITIONS PRIOR TO
CGMMENCINCa ANY =;W_ ALL DIMEN6I0Iy8 CP EXISTM CONSTRUCTION SHOWN ON THE DRAWIN's9 ARE
INTENDED AS GUIDELNES ONLY AND MUST BE VERIFIED.
CONTRACTOR SHALL PROVIDE TEMPORARY MRI A24D WI FOR THE STRYTUpB AND
STf%=VRAL COMPONENTS UNTIL ALL FINAL CONNECTIONS WAVE BEEN COMPLETED IN AOCORDANC€
WITH tHE PLANS,
CONTRACTOR SHALL BE RR88P'ONSIBLE FOR ALL REQUIRED SAFREY PRECAUTIONS AND THE METHODS,
TECNNIGAJES, SEIPUENGEB AND PROCEPORE6 RIKOARED TO FERFGR M HIS 1ORr-
CONTR,ACTOR-NITIATED CHANGES $WALL BE NOMITTED IN WRITRN3 TO THE ARCHITECT AND THE
6MICTURAL ENGINEER FOR APPROVAL PRIOR TO FAHRCATION OR CONSTRIUCTIOI CHANGES SHOWN
ON SHOP DRAWINGS ONLY WILL NOT CAT18FT 7HI6 REQUIREMENT.
CONCRETE
CONK; € SHALL AtTAN A 28 PAY STRI I4TH OF r'c 3000 PSI AND Mix SHALL CONTAIN NOT LE88
THAN S SACKS OF CEMENT PER CUBIC YARD AND NO MOIRE THAN 6 GALLON O OF WATER PER SACK OF
CEMENT_ Mtmn-TWIN
CLASS AND USE FNS SLUMP SACKS / C_Y_
A. FOOTING 2DW 3 .4 5-1/2
B, 61-AM ON GRADE 2900 3 - 4 8-1/2
L AIR ENTRAINING .AraE]NT (S% TO 6x) TO BE USED N ALL CONCRETE FLAT WOW DSPOSEp TO WEATHER
2, POSSOLITH Boo S€121ES (4 oz PER UI OF CEMENT) TO EM= USED IN ALL CONCRETE.
9, MIX MAY BE DESiaE:p IN ACCORDANCE WITH THE PROYISICNS cF THE IBC/IRc.
4. WATER ro CEMENT RATIO PER THE IM IOC.
ALL CONCRETE ExP08ED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -ENT RAINING ACNENT
CoN✓FOIRM'IING TO IPf_ THE AMOUNT SHALL BE 496 o M BY VOLIL-IE.
400M PSI. EXOEPTIOW COL" TIES, BEAM STIRRUPS, BARB TO RE FIII DTBE NT DARSTO A
WELDED 41.D ANY OTHER BARS OPECIFIISALLY 80 NOTED ON THE DRNLIFYsB SHALL BE GRADE 40 fU-
40AAfP,a7 "I REIhF01SUNG COMPLYING. WITH ASTM A61D (81) MAY BE Uri ED ONLY IF MATERIAL
PROPERTY REPORTS INPICATW. CONFO4"tMNCE WITH UFU.PNG PROCEDURES SPECIFIED IN AWLS. DL4
ARE SUBMITTED. NO REINFORCING SHALL BE WETBET UNLESS SPECIFICALLY 8O DETAILED,
WELDED WIPE MESH SHALL CONFORM TO A&TM A-100,
T'RESYIE$$A'Ka 87RANPS SHALL- BE 1/2' RnQ0 270 <81 SEVEN WIRE INDCATED STRESS R.ELEVED
STRAND COhFORING ASTM A-41s (2-10 KDO.
RPII•FORRCW. STEEL SHALL BE DMAILEP (tNNOO,JL.Q3U!pNG HOOK$ ANP BEND$ ) IN ACCORDANCE WITH AC
315-00 AND 518-89. LAP ALL CANTNU01J8 Ek�'i'7RCEMIENT 30 BAR DIAMETERS C7'-0' MhU, PROVIDE
CORNER BARB AT ALL WALL INTET:OECTTONS, LAP CORNER BARS S0 BAR DIAMETERS (2'-0` MN_)
LAP ADJECENT MATS OF WELDED MRS FABRIC ONE FULL ME8H (MN. OF W) AT $IDES AND WZ;6.
No II PARTIALLY WMEPDED IN HARPENF.P CANCIE1r 814ALL BE FIELD BENT UNLESS
SPECIFICALLY SO DETAILED OR AFFRROVm BY THE STRUCTURAL ENwKEM
CONCRETE PROTECTION {COVER) FOR REIM1FOIOING STEEL SHALL ME AS FOLLOW&
FOOT" ANP OTHER UhP.R ME'D SURFACES, EARTH FACE 3'
FOR IEP SURFACE& EXPoSiSp To EARTH (Is WAL.L6 &€LOW CROWD) OR WEATHER
(% MARS OR L.ARSER)
DRAmt,rY INPICATE GENERAL AND TYPIpN_ DETAIL& OF CONSTRUCTION, "IRE CONDITION$ 4RB NOT 00, HARE OR SMALLER)
SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS allo , O"LAR DETAILS OF COI-U1111 TIES OR SPIRAL AND MEAM STIRRUPS
0"-RLICTION g&y0II BE USED, SUBJECT TO RREVI€W AND APPROVAL 6Y NE ARCHITECT AND SLABS AND WALL& (INTERIOR FACE)
8TRLCNRAL EWs1NEER
ALL STRur-TwRAL BYSTFSIB wHIC+I ARE TO n1a GGMP06FD OF COMPONENTS TO BE PI£LP EMCT€p
SHALL BE SUJPERVISEP I&Y THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, 8TORAGE
MD ERECTION IN ACCORDANCE WITH INIeTFOJCT10NS rMRI"ARRVO BY TW SUPPLIER
SHOP DRAW POR STRUCTURAL STEEL, GLUED LAMINATED M®'iLERB, OPEN WED WOOD TIeU80E0, AND
PLYWOOD UEB JOISTS SHALL. BE &UBMITTEP TO THE ARCHITECT AND STsiJa7JRAL ENGINEER FOR
REVIEW Two WE:HCB PR1oR To FAe RICATION OF THESE iTEM6_
SHOP DRAwwaa8 RENEW DIMENSIONS AND OUAMITITIEB ARE NOT RvAru.ED BY THE ENGINEER OF
RECORD, 40 NPRIPFORE M 16T ME: VERIFIED BY THE CONTRACTOR OONITRACToR SMALL REVIEW AND
STAMP DRAWING& PRIOR TO REVIEW BY ENGINEER OF RECORD. &OMIISSIONS SHALL INCLUDE A
REFRoDUOIBLE AND ONE COPY& REPRODUCIBLE WILL ;9E (LARKED AND RETURNED,
SHOP DIII IhYa& sJw1- 7ALe PRPC'EBSEP BY THE BN NEER ARE NOT CH4.13E ORDER'S. THE
PIIFAOB€ OF SHOP PF IN' 811BMITTAL6 19Y THE CONTRACTOR 16 TO DEMc148TRATE TO THE EW.NEER
THAT THE CC�.Ot4lTRACTOR INPERBTAIDS THE DEeI.t i CONCEPT, THAT 14E DEMONSTRATE6 HIS
UNDER07MDMG BY 1NPIr,ATNG WHICH MATEIRIAL HE NTENDB TO IRIRNI&N .AND INSTALL �ANp AND BY
DETAILING TT-¢E FABRICATION AND N&TALLATION METHODS HB INTENDS TO USE- IF TDEYIATION8,
olscRepANGIEB, OR CONFLICTS BETWEEN SHOP DRAWIhra &II ITTA4& AND THE CONTRACT DoaJMI:NT$
ARE DISCOVERED EITHER PRIOR TO OR A -MR SHOP DRAWING SUHMIITTALS ARE PROCESSED BY THE
ENGINEER THE DESIGN DRAUNINYaB AND BPECIFICATON6 SHALL CONTROL AND SHALL ME FOLLOUEP,
SHOP PRAWINYae OF DESIGN MuIq COGTS ICLLDNG STAIRS, AND EXTERIOR CLADDN3 SHALL
NLUPE THE DEBIGNN3C80NA1 NER'$ STAMP, STATE OF WA814MGTCK AND SHALL BE
APPR';OMEP HY THE CCMPCNENT DESIGNER PRIOR TO CURSORY REVIEW BY T U ENGNEER OF RRMOORp
FOR LOADS E'IPO$PD ON THE BASIC STRUCTIRE- rHE C:omroMENT DEBIGNIER 10 REBPON IBIDLE FOR
CODE C"ORMANGE AN ALL NECESSARY C "aCTONG NOT SPECIFICALLY CALLED OUT ON
AR aWITECTLIF AL OR STRUCTURAL DRAWh*W CHOP DRAWIN 336 SHALL INDICATE MAANITUPE AND
DIRECTION OP ALL LOApB R-osep ON BASK BTRLICTUIiE DESIGN CALCULATIONS SHALL BE MADE
AVAILABLE UPON RECAST,
SIT1E WORK
UNLESS A SOILS INVESTIGATION REPORT BY A LICEN6EP SOILS P'Vjlt R I8 PROVIDED, THE
FOlhDA7i24 PESIGN IS BASED UPON AN ASSUMED AV€AI SOIL 5E.AIRENCs CAPACITY OF
2000 POP. EXTERIOR FOOTINGS SHALL BEAR I'-&' MINIMUM BELOW PIN16HIM &III .
ALL FOO71NG0 TO BEAR CN FIR-, UNDISTURBED EARTH BELOW ORIUNIC OUIRFAC€ SOILS.
ALL BACK FILL MATERIAL SHALL CIE THORAUGHLY GOI'IPAGTED. FOUNDATION VENTS SHALL
NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS.
ALLOWABLE $OIL PRESSURE 16" P'SP
PLYWOOD
ALL PLYWGOp WALL AND ROOF fiHEATNING SHALL BE V7' Cox, UNLEeB Kamp OTIERW1eE.
Mrr~ NAILING SHALL BE Ed + 6' Or— AT PANEL EPCGES AND 17' O,C. N FIELD -
SPAN. INDEX SHALL BE 24/0. ALL PLYWOOD F{.ppry¢ SHFATHUNG SHALL BE 8!4' CDX
TONGu€ 1 GROOVE E6S NI OTHERWISE- MINIMS 1 NAILINI SHALL BE 10d a 6' Oa •
PANEL EL')c,€e AND 12' OG. N FIELD_ SPAN INDEX SHALL BE 40/20_ OTAGGER ALL PANEL
IND"a AT ROOF AND FLOOR SHEATHWr ORIENTED STRAND BOARD (O.SBJ SHEATHING
PROPUCTB OF EQUIVALENT SPAN RATING SHALL BE ALLOWED,
PLYUJOOP ROOF, AND FLOOR SW-AT4NO UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH
FACE GRAN PERPENDICULAR TO SUIPPORTS AND NAILED WITH &d NAILS + 6' Oa TO FRA-IED FAIINEL
€ODES AD OVER STUD WALLS SHOWN ON PLANS AND + >z' o.c, CkD`o.c. A7 FLQOh^S TO NTERRMED ATE
&UPS ' R'TS_ PR,7VIDE SOLD BLOGCINL^a AT LINES OF SUPPORT AT ROORB_ TOENAIL BLOMW. TO
upFoRTS WItH 16d NAILS + it o.c, LANLES6 oTHrmu)6E NOTED N TI-E &HEAIRLWLL SCHEDULE_
PLYWOOD WALL SHEATHNG 8HALL }NAY€ SOLID BLOOCING AT ALL EDGES
® CoPYrJght 2022
All Decks, Inc
ALLDECKS
THESE DRAWINGS ARE COPYRIGHTED
MATERIAL AND MAY NOTSE CDPIEDOR
f2EDRAWN WfTHOUTTHE EXPRESSED
INC.
HESSWRITTENCLWINGS RE LIMITED TO
THESE DRAWINGS ARE LIMITED TO
I� J� 1 �7y t/�5
1�455 65tr I f'" ve NE - 8N1L.s 01
NAMED
SPECIFIC PROJECT roREUSSA
Kenmore WAshingto+i IZ8025
D
HEREIN AND FOR THE USE AND
COMPLETION OF ONE CONSTRIMN
i q
Tn f o o 11 d ecks.Com
PROJECT. ANY OTHER USE OR REUSE IS
STRICTLY PROHIBITED T#0UT WRITTEN
CONSEN76YALL DECKSINC.
L/6 .C/e 5e16
LTcerse No. ALLDEDaB�o01DU
2'
AIR'
]Irz'
5AV
CAST-N-PLACE CONCRETE. SEE ARG4ITECNRN.- PRAW" FOR EXACT LOCATIONS AND DIMENSIONS
OF DOOR AND WINDOW OPETNIWa6 IN ALL CCNCJ BETE WALLS. SEE MECHANICAL. PRAWIN30 FOR SIZE AND
LOCATION OF MISCELLANEOUS MECHANlC:AL OPENW_,8 TMIRCIJGi-I CONCRETE WALLS. SEE
ARCH TE=RAL DRAWIN6.0 FOR ALL GROOVES, NOTCHES, CHATTERS, MATURE STRPIB, COLOR
TE)R1AW, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, MOTH CA&T-N-PLACE
4LS&wM940RouT SHALL BE !FURNISHED BY AN APPROVED MMAJFAcft*I AND SHALL BE MIxEp
AND PLACED N STRICT ACCORPANCE WITH THE MWMIFACTUFE'S PUBLISHED IRECCFRIENDATIONS.
stRI4w*,N_ STEEL DroicK FAn4cAT€ON, AND ERECTION SHALL BE BASED ON ON THE A1b.G.
-SPECIFICATION FOR THE DESIGN, FABRICATION, ANP ERRUCITIRAL ERECTION OF STSTEEL BUTL.PIt. "
LATEST EDITION, PLUS ALL REFERENCED CODES.
STRLIOT.IRAL STEEL INCLUDhN3 FLATE6, AND ROLLED 894-9.8, SHALL CONFORM TO AOTM A , FN• SS
K81 STEEL PIPE SHALL CChFow To ABTFM4�A-83, TYPE L, OTSR &, GRADE B, 5e Kel S _TURAL
PXF-AO104 BHAL. ME PARRABOL7' OR APPROVED EG ILL INSTAL LVID�OT ACCORDANCE WIN
THE MAIPACTURI PUBLISHED REC[:MMEDATIO.
ALL WIELDING SHALL BE N CONFORMANCE WITH S.C. AND AWL&, STANDARDO AND SHALL Be
rERFORMEP BY WAA,O. CERTIFIED U.ELDERB Lwo Fioxx ELETRODE8. ONLY PRE(.:46L.IFIED wEELLP�S
(AS PEPNED BY AW.SJ 8HALL EE USED, WELDING OF GRADE 40 REINFC7RCINCs BARS (0 REWIRED)
SHALL HE MRIFOR'!ED USING E19>0(ELETR7DE8. WELDING WITHIN 41 OF COLD BEJDS IN RENFORGINa
STEEL 1$ NOT I"ENvihi ED. em REINFCRCNG NOTE FOR MATERIAL REajIh'1-7-t£TJ7S OF w-LDED BARB_
WOOD / LUMBER
ALL WOOD PLATES AND BLDGKEhY3 N DIRECT OoNlAGT WITH CONCRETE pR MA60NARY SHALL BE
PRESOWRE-TIREA p WITH AN AAPA APPR')VED fTR5E. PROSERVATIVVIDE 2 LAYERS OF A81-HALT
IM PIR153 ATEO BUILDING PAPER BETWEEN UNiREATcD L=<*-iR&, BLOCKING, ETA, AND CCNCRET€ OR
I-LaBC>FWRY.
FRAMING LUMBER SHALL BE KILN DRIED OR Mtc-m, AND GRADED AND MARKED N CONFOR'IALCE WITH
IWX:J_ " STANDAPM) CRAPNG RULES FOR WEST COAST LUMBER NO.16, LATEST EDMON. RWBNISH 70 THE
F40L.L0I11ING MNKH STANDARDS.
JOIST$
HEM FIR MO.2
BENTS AND &TRRIN15MRS
DOUGLAB FIR NO.2
POSTS AND TIMBERS
POUGLAS FIR No. I
STUDS, PLATES AND Mlec_ LIGHT PRAMNG
POUGLA$ FIR NO. I OR HEM FIR STAND, GRADE.
TOP AND BOTTOM PLATES AT BEAM0 LAL.LS
PC I -AS FIR NO, I OR HEM FIR CONSTRUCTION GRAPE.
BOLTED 8TUP8, L3: X*1" AND PLATE$
DOUOLAS FIR STANDARD ARAM
2x6 STUDS AND PLATES
HEM FIR NO, 3 (ST CD GRADE)
MRS, 87U08 OVER 10 FT. TALL
DoU4LAS FIR NO.2
GLUE LAMi ATFD MEMBERS SHALL BE FABRICATED N coNFoRMANCIs WITH 1190.6TANDA'RD$ 140.2 1
AND 25-IL IS I CI MIEMBEIR SHALL BEAR AN ATTC IDENTIFICATION MARK AND SHALL BE ACCOHPNJIED
BY AN AITC CORTIPICATIO14 OF OONFORMIANCE, ALL SIMPLE &PAN BEAMS SHALL ME DOU41-AS FIR
COMBINATION 24F-V4, Fh. 2400 PSI, Pv I615 PSI, ALL CANTIL$VER BEAMS SHALL BE DOW45I.A6 FIR
COMSBNAVoN 24F-V8, Fb. 24ce PEI, P.-. 4S PSI. C 4 BELT ALL GLULAM ROOF BEAMS TO 2000 NI
441-E86 OTHIIIIII 61-10M ON THE PL.ANO.
LAMINATED V€NEER LUMBER SWALL BE FA RCATED IN CO.FPRS`tAICE WITH REPORT NO, N6R-126_
EACH MEMBER 804LL MAR AN iPENTIFIOATION MARK ALL DEANS SHALL BE WESTERN SPECIES,
GRADS tSE, Po. 2600 Pei, FV. 288 PSI_
PARALLEL STRAND LUMBER SHALL BE FABRICATED N CONFORMANCE VT14 REPORT NO- NER-292_
EACH MEMBER $HALL. BEAR AN iDENTIPICATION MARK ALL HELMS SHALL BE DOLIGLAS FIR, GRADE
2,0E, Fd. 21300 PSI, W. 210 PSI
The Nelson Deck
Evan C& Anna Nelson
205ID13 -lath Flace W
Edmorlds, WA 13802&
425 238 S454 1
TYP WOOD FRAMING DE .AILS
THE FOLL.OWNG APPLY UNLESS OTFIEIaUISE SHOWN ON THE m IB.
AT SAWN TIMBER JOIST AREA& PR PE CRCe$-6RItXsII+Li #T S'-0' aL. MAxW kZl SPAC:N4 AND
BOLD BLOCKING AT zE:AFI PDINT'S. PROVDE DOLIE LE JOISTS LVNDER ALL PARRTITIONB_ PROVIDE
DOUBLE JOISTS EACH SIDE OF OPENI INLE88 PETAIL€P OTHERWISE.
PROVIDE DOUBLE JOIST UND€R ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE J0187
LETJ"sTH AFd7 DOXI JOIST HEADEIRB AND DOUVI JOIST& EACH SIDE OP ALL OPENIN'75 N F ooft
AND RooFs wL.EBB DETAILED OTH1="RL118E.
COORRPNATE SIZE AND LOCATION OF ALL OPETNINI WITH ARCHITECTURAL. AND MlECWANICAL
DRAWRYsB,
PRoAc,E Cie 2x8 HEADER OVER AND DOABLE 8=6 EACH SIDE OF ALL OPENIN30 IN STUD HEARING
WALLS NOT DETAILED OTHERIiASE.
PR17APS SOLID BL 0004 FOR WOOD COLU146 AND MA LTIMA 07LO POSTS THROUCI FLOORS TO
81PP1:1RTS SELOUk
PRDvIDE CONTINL"S SOLID BLccKW. AT MID PONT OF ALL STUDS OVER 101 N Mlr*W_
TOENAIL JOISTS TO SPgoRTB WITH 2-16d NAILS. ATTACH ALL BEAMS AT THE Rt CF EXCEEDING 8'-0' IN
L II TO SUPPORTS WIT44 UAF. 4<ST29 STRAP EACH END.
WALL FRAMING ALL STIP WALL SWOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS 16` ae. AT
INTERIOR WALLS AND Us STUDS + 16' o, AT EXTERIOR WALLS
hNpIVIDLLAL MEMBERS OF BUILT-UP POST& AND BEAM* SHALL EACH BE ATTACHED wN 16d K41LS • 12'
01 STAGGEIRE'D,
ALL LIPOD SPUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO wom FRAMING BELOW WITH
166 NAIL$ + I?' oF. STAddFRED UNLESS SHOWN ONFRIVISE_
ALL WOOD RRAhIMG DETAILS NOT SHOWN OTHERWISE SHALL BE OONSTRUCTED TO MINII STANDARD6
OF THE INTLER-NATIauL BUILDING. CODE
ALL FRAMIMI'a SHALL COMPLY WITH THE APFROFRIAT€ SECTICN(S) OF TW€ IU3c/IRC-
ALL WOOD N CONITAGT WITH CONCRETE TO M PRIESSURRE I M-ATOP.
s' MhN"A,1 CLEARANCE BETWEEN WOOp AMP EARTH.
IV MINIMhJM CLEARANCE BET Wq FLOOR 53AMT$ AND MARI
NAILING
MINIMAL -I NAILING 044LL BE IN ACCORDANCE WITH TABLE 2304.9U OF THE IINTERNATICNAL 2U1LDWa
COPE, UNLESS OTHERWISE NOTED ON THE PLANS,
ALL WOOD STUD %WL4-8 SHALL HAVE LOWER WOOD PLATE ATTACHED TO LOCO FRAMTIN O MOW WITH
I&& NAILS AT 6' oa.. STAGGERED OR BOLTED To GONGFISTE WITH 0/e' DIAMETER ANCHOR BOLT* +
4'-C' oa UNLESS SHOWN OTHERWISE.
PLYUII;+OP NAVINGSr (um UNLE&8 GRSAT€R NAILING IS DETAILED OR SPECIFIED)
ed w 6' o,a. AT $HEFT EDGES
&d + tV as. AT INTERMEDIATE BEARING POINTS
SPECIAL INSPECTION& SHALL BE "WIRED FOR ALL CANTTLEVERED 1ETANNG WALLS OVER T FT. A
BASEMENT WALLS OVER 10 FT. N HEIGHT.
PROVIDE THE GOVERNING AGENCY J114 SPECIAL INSPECTION FORT NDICATN4 6PII ILL I1,16PEGTIOhf
REQUIREmmm, SPECIAL INsPECTORb NAME, ADDRESS AND TELEPHONE NUMBER W-omNATION PER IBC
WA.3
CONNECTORS/MANGERS
T111 E C0,11INV R& ED OUT BY LETTER AND NUMBERS SHALL BE SY TFIE 01MP8ON-BTICNG7EE
C011-AW AS &TECIPIED IN THEIR OAT,4II_O3. EOUIYALENT DEVICES BY OTWMR MMUPACTiRERB MAY
Olt 6UO&TNTINE), PROVIDFP THEY HAVE 1=0 APPROVAL FOR 11 I. OR GREATER LOAD
CAPACITIES.
PRAVIDE M115ER AND 811E OF FASTENERS As SPECIFIED 6Y MMWFACTUREIC
CCt.NECTORS SHALL BE N8TALLED N ACCORDANCE WITH THE MANiFACRIR£R'S RECOMI-ENDATIONIO-
W14157 E CONNECTOR STRAPS C 014 ECT TWO MEMBERffi, PLACE ONE HALF OF THE NAILS OR BOLTS N
EACH MEMBER -
ALL BOLTS IN UIOOD MEn3ERB SHALL czwo01 TO ASTM Aso%
PROVIDE uL6N11R b UNDER THE HEAPS AND HIM OF ALL BOLTS AND LAG SCREWS MSARIN4 ON WOOD
UNLESS NOTED arrHERW18E
ALL NAILS $HALL IEE CONPION. ALL $141116 SHALL BE 6EA60NEP AND DRIED AND 1+0 SANE GRAPE
(MNlr Nw) AS MIEMIBERS CONNECTED —
ALL Joist* 8HALL BE CONNECTED TO FLUSH BEAT ie WITH YU' $SOME$ JOIST HMko ,
ALL DOUBLE a TRIPLE MEMBER JOIST BEAMS SHALL BE CONNNECMD TO FLUSH EVAM6 WITH U' SERIES
HMIGERB.
ATTACH TIMBER JOISTS TO MUSH HEADERS AND BEAMS WITH U.SP. 'U' eERlEB METAL JOIST 64W4ERS
TO suit TL9 Joist STYE
PRE -MANUFACTURED WOOD ROOF TRUSSES
FUSE-FABFCATED OF£N WEB WOOD ROUSES$ (OR COM iNATICN WOOD *0 t-12 ) SHALL BE
BE81GN1ED BY AN MNSTA L ED N FOR THE SPAN& AND GGNDIT I.FA 7SHOW
UFRER GIT� 9 E D
BE FUIaNISWED AND INSTALLED N CCNFOR'}ANCE WITH TFE MANIFACTIURER'S II
SPECIfICA?IONS. ALL NECESSARY BRACING, P-RIDC,NG 151-00 NG, PRE -NOT a e
ME THE DETQILE6 AND KmleHED IsT THE mANtPAOTaER
WSMM17 SHOP DRAWINGS AND DESIGN qALCJLATIcNe �E�� WITH
PRIOR s FI 8) 7
ARCHITECT ANIp THE Sr1&iCT1RAL P_N4N€ER =�g 2022
DESIGN 01.21MTTAL6 SHALT. MAR THE STAMP OF A 1%EGI6TEIREP PRCFES61ONAL ENOIIf" 0'pkLF,0ONDS
W'SHWaTOK DEVELOPMEN SERVICES
PERMANENT AND TEMPORARY BRIDGh+ks AND BRACING SHALL BE NSTALLEP N ANT
M1AM.FACTIRER'8 SPECIFICATIONS.
General Notes
Structural
Parcel No. 00506500001400
Date Jar"arg2Tt.h,2022
Project 81D
A4_