APPROVED BLD-RESUB1 BLD2022-0763+ARCH+STRUCTURAL PLANS+7.11.2022_9.05.02_AM+2980072Alterations Worksi ee -1Washington state Energy Cod ..............
Pood InfCfW aSa n CantactinkmaVen
The WSEC requirements for akterations are located in Chapter 5 of the code
Alterations ( remodels) do n of need to obta In energy cred Its from Tab le R40 6.3.......
Additions must meet the requirernents for new construction. This includes noncondidoned space bei
altered to become conditioned s�ac�;:::::::::::::::::::::::::::::::::::::::::
I.....................
Will the vwaII cavities be exposed? : M 1{
If }es:::: Exposed wall cavities must be insulated'=::::::
2 X 4 wall studs require R-1
2 X 6 gall studs require R-21
low, 1171 If" M No
Exposed rooficeil ing assemblies must be insulated -
Vaulted ceilings: Insulate to the full depth of the framing member:
whi.le allowing for the minimum 1" ventilated space
:::::�WViol. Install R,49 insulation or what the attic space can
:. accommodate based on the roof pitch
Will the floor framing cavities be: Yes rXNo
If yes; Exposed floor cavities must insulated to f-
Are the win-dows andlar doors being replaced? CZ Yes NO
:ii : udas bolh window or dear and irannes
If fires: New windows and doors must have an area weighted average U-factor of �0.30
Will the heati n g or cooij ng system be reel aced? m Yes dF No
; :; If yes:: : ; ::::: New equipment must meet current requirements and
ducts need to be tested
Will the hot water system be altered? 1z Yes No
If yes: New water heating equipment must meet current code requirements
Are more than 50 % of the light fixtures being changed? r' Yes Ig No
.....................
.....................
.....................
.....................
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::: ::::::: 90% of all lamps must be high efficacy
::. (L E D or OFQ
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.I Interconnected Smoke Alarms Are A Requirement;,
Of This Permit In Accordance With R314.2.2
r- — - — - — - — - — - — - — - — - — -
I SEPARATE PLUMBING PERMIT
REQUIRED FOR THIS PROJECT.
- — - — - — - — - — - — - — - — - — -
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
TABLE OF.
CONTENTS.
COVER SHEET:
Pi VICINITY MAP, PROJECT INFO.,
ARCHITECTURAL:
Al 1ST FLOOR PLANS
A2 PARTIAL FOUNDATION PLAN
A3 PARTIAL ROOF FRAMING
STRUCTURAL DRAWINGS:
City
Of Edmonds
Building Department
Work
REMODEL
Address
24132 102ND PL W
----------------------------------------------------
Owner ;
------------------------------------------------
ROOSENDAAL
---------------------------------------
Approved Date
07/22/2022
Building Official
�elklj ,( /Cox jeR
Permit Number
BLD2022-0763
1. LEGAL DESCRIPTION: RICHMOND PARK HOMES NO 2 BLK 000 D-00 TR 41
2. PARCEL NUMBER 00555000004100
3. VICINITY MAP (SEE THIS PAGE).
4. REMODEL: 24132102ND PL W. EDMONDS WA. 98020
5. OWNER: DARRYL & MONA ROOSENDAAL
6. STRUCTURAL ENGINEER: CORNELL BURT-BURT ENGINEERING PLLC
18530 MERIDIAN AVE N SHORELINE, WA. 2o6-779-6858.
7. 1ST FLOOR: EX. LIVING 2,2263.25 SQ. FT. EX. CARPORT 342.00 SQ. FT.
8. WIND EXPOSURE B, SEISMIC ZONE D, SOIL: 2000PSF.
9. OCCUPANCY. GROUP R, DIVISION 3.
10. GLAZING U VALUE VERTICAL = .30U VALUE OR BETTER, OVERHEAD U VALUE =.50, CEILING R VALUE=R-49,
WALL R VALUE=21, FLOOR INSUATION R-30, SLAB R VALUE=R-10
11. THIS BUILDING IS TYPE VB.
12. COMPLY WITH IBC 2018', IRC 2018', IMC 2018', IFC 2018', UPC 2018, WSEC 2018.
13. ADDRESS NUMBERS (6" HEIGHT ON APPR. CONTRASTING BACKGROUND)
SHALL BE POSTED PLAINLY VISIBLE & LEGIBLE FROM STREET OR ROAD FRONTING PROPERTY.
14. PROVIDE FIRE ESTINGUISHERS PER IFC STANDARD 10-1.
5YMBOL5
0 INDICATE5 2X4 EXI5TING EX. WALL
INPICATE5 EX. 2X4 INTERIOR WALL
EA= INPICATE5 NEW 2X4 @ 16" O.C. INTERIOR WALL
--------; INPICATE5 WALL TO BE REMOVED
INPICATE5 NEW EXTERIOR WALL
W/ R-21 IN51-ILATION
0 120V 5MK PET W/BATT BACKUP
CARBON MONOXIDE DETECTOR
PER IRC 315
CFM FAN COMPLY WITH M1507, 2015 IRC
111.
1ST FLOOR PLA
5CALE: 1/4" = T-0"
EX. LIVING: 2265.25 5Q. FT.
EX. CARFORT: 542.00 5Q. FT.
FKOF05ED 4X4 POST F------
TO f KOf'O5ED FOOTING C. A/52.1
F2.
(EX) 2X10 @ 16" O.C. VFY EX 2X10 @ 16" O.C. V Y
LL
EXISTING FOUNDATION WALL
AND FOOTING w - "
i i Cp N
EXISTING FOUNDATION WALL
o AND FOOTING
w
F2.5
f K,0�O5EP 4X4 F'05T; � SEC. A/ 2.1
---------- --
'------------------ TO hR01'O5ED FOOTIHf3 ---- '
EXISTING FOOTING
----------------------- ------------------------'I
N
5YMBOL5
0 INDICATE5 2X4 EXI5TING EX. WALL
INPICATE5 EX. 2X4 INTERIOR WALL
EA= INPICATE5 NEW 2X4 @ 16" O.C. INTERIOR WALL
--------; INPICATE5 WALL TO BE REMOVED
INPICATE5 NEW EXTERIOR WALL
W/ R-21 IN51-ILATION
0 120V 5MK PET W/BATT BACKUP
CARBON MONOXIDE DETECTOR
PER IRC 315
CFM FAN COMPLY WITH M1507, 2015 IRC
111.
SCALE: 1/4" = 1'-0"
5YMBOL5
0 INDICATE5 2X4 EXI5TING EX. WALL
INPICATE5 EX. 2X4 INTERIOR WALL
EXISTING
PARTIAL R
SCALE: 1/4" = T-0"
EA= INPICATE5 NEW 2X4 @ 16" O.C. INTERIOR WALL
--------; INPICATE5 WALL TO BE REMOVED
INPICATE5 NEW EXTERIOR WALL
W/ R-21 IN5ULATION
0 120V 5MK PET W/BATT BACKUP
CARBON MONOXIDE DETECTOR
PER IRC 315
CFM FAN COMPLY WITH M1507, 2015 IRC
F FRAMING PLA
GENERALSTRUCTURALNOTES
A. GENERAL
1. ALL MATERIALS WORKMANSHI , DESIGN. AND CONSTRUCTION SHALL
CONFIRM T. TED DRA.—I SEPOPIC11M., AN. 1.B INTERN11—
SE, _G E.E. USE). _ � _11CH, AS ANI ..D BY U.— I LGI.DN
2. STRUCTO DRAW NGS 1HALL SE USE, IN BONIUNOTION WITH ARG_M_ _WNGE FOR SIGG NIAN D CoNSTRUM _EFAGTG�
S` VER D MENS DNS AND CONDITIONS FOR COMBAT III— S NOTIFY ARCHITECT OF MY DISCREPANCIES EPIoR TO CoNI MEEL
ARCH BMW NGS FOR MTDL=� ON AOOMENS DNS TF "B OF AM
1 11 1 1
A'NEDWOPEN WGS SEL.L.- S PC SI AND LEC,
MISCELLANEOUS . OPE.U..
3 CONTRACTOR SHALL BE RE$PoN$ PLE FOR ALL SAFETY PREC INS AND THE ISTECD, T ... IEIIENIEIIIPIIIEIIIESIEQIIIEITIPEIIIIM
TO DEZOOLITI.R IC NolATEESILl... AND MEIIN.E AT.CE `CELOADS NO LINE 'I'"ToN HAS BEEN I VEN TO LOAD S WHICH WILL BE IGTIEI 11 PETITION IROCID1 OFF T, E 'IN_ "ALI VINITY TO
THE SAT SFACTION OF H MSELF "D THE OWNER THEANUTY OF THE TUBE TO ,,,,T ALL '11111IN LEADS WITHOUT ..... NG THE
ALLOWABLE ITIES111 IF 11 "1 Al USED WHERE E111U1N LEADS WOULD
B ... VAS THE T.GU AP, ILD NERAMP HALL FU.. , MAIN
'-UMINT' FOM"'A""'INIAND PNOTHENINI 'NLU' NO
FA.R,ON AND ERECTON DRAW HIS TO , VE ARGT.GT bR REIEW
THESE DOCUMENTS 'HALL BEAR THE SEP` AND SIGNATURE OF A R TFIED ITIIITU�LEN�INEERIN�EsTATEOFWA�HN67m THEO—CCIO—ALL
FROM EINITAIMDIFN�Ell�IREM�IUCI���IIIIRIAS REG,II RE
4 CONTRACTOR N TATED CHANGES SHAUL BE SU8M "I�.WR T�l,�,G T,0 TH,A,C,IT,CTAN G .... TURAL 'NIN.. FOR RE
FABRICAT ON OR CONSTRUCT ONNI SHCARN ON SHOP DRAWN. -NI ,I', NET N_FY THIS OTC, "
5 W HER ND"`T` GENERAL D DETA LE OF CONSTRUCTION
HERE CoNINT INS AN 1 1 TE OT R SI I r I E NET $1EC F ALL"BA " A EDE MLAN
GHA.��UI TGT�11. S.GWN, SIMILAR . I 1SOFGGmMFU1HAUL.E
USE. , VEW ANDAPPROB-.1THE-CHNECTANITHE
STRUCTURAL ENGINEER,
6 ALL STRU"' US WH CH "E To BE COMPOSED OF
'I BE FI ELD d&SY6TE HAI , E " IF _1ED11TE UPPL SO DURING
MANUFACTURING. OEL VERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE
WITH INSTRUCTION. PREPARE. BY THE SUPPLIER
7 INSPECTIONI F1 oSPOCHORN TONE WO� AGAMINI THE STEEL BE— AND WooEIFoRM R N oTWU UNDATONS MGCON
A. RE —RED PER 1. ECTIGN 1. S
I PRE-MANUFAGOLIEOPRE-ENGINEERE STROCTURALCOMPONENTSSHALL
BE DESIGNED BASED ON THE C BITER A PRESENTED IN THE CONTRACT DOCUMENTS THE COMPONENT DES GNCR IS RESPONSIBLE FOR CODE "NI L"UNIN'. IY�ANB ITE'RM HENTATM11MARY _1ULC TRE. NOTY
GoGN G N.FC % S I T IN
SPECIFICALLY CALLED OUT ON TH EANHITECTUR`EGITRU U`AL D"WNG
SHOP WRU. SHALL NO CATE THE mAGN TILDE AND DIRI OFAu LOAD
IMPOSED ON THE PRIMARY STRUCTURE P NGS AND --.Ns SN_ BE SUBMITTED AS NOTED EWE
B. DESIGN CRITERIA V 6USSHLO
Y
1BER.. LEADS
ROOF LIVE LOAD 111
RESIDE_ ,,LOAD . PS,1 IINGVG
2.01_LENMTTTVAUL VERIFY ALL EXISTING CONGIBONS EFORE COMMENCIN. DE.-TION. .-HIN. HALL . INSTALLE. T. SUPPENT ENGTIN. U.UGN AS
TO " POP CONSTRUCTION ECADING (INCLUDING DEMOUTION DEBRIS) ON EXISTING FLOOR SYSTEMS
D. FOUNDATION
I FOUNDATION EXIAVATION BACKILL AND COMPACUIN ILAUL CONFORM TO
SPECIO"LIGNREQUIREMENTS THSCONSTRUG;ZWORPEONUCIRUD"NG , DRXINAGE .. R NIANG SUCH ITHERNEI-ATED I ED SHIA BE
IINIUITED 1Y11E 1INCTIW LIDERTHE 111EGm AND DIRECTION IF THE GEGTEC,_ ENGINE_
—TINS. . T BEAR ON —1. U ORTURGE. EARTH (C.NTEETTED,
GG.PAGTB�r T,UG,U_ FILL OR 11' BELOWR"ATEDT LOWEI BAIENT
' -7- SS, MINIMUM
OF MAXI FW,-NED-FADE -ATE-ALT-SEBoG.UM
3 POITINIS MAY BE PCKIEI 11 BEAT EACAVATIGIS PICIMED MIE 11
=NG=..T. SAALI ETHH."' TRANED PRIOR TO FLACIN.
I =NFU F.—N... UTILITIES. ETC THAT INTERFERE WTH NEW
I NTRALLON SHALL I DEGG. AND INSTALENTION OR ALL
� MINI SHEATHING, AND SH11W1 RIQUIRED TO SACE-Y RETAIN EXCAV_ IN'
I BACKE LL BEIII ALL WA -LE WITH ILL D NINI IRAN— FILL
MATERIAL M, P .. IDE PER_A P P= NS AS DE5CR'SC` N THE B.I. BF—T. BACIFILL EIEING G NET BE 111 BEFORE TIE WALLIS PROPERTY 1UP111TED BY THE FLOOR SUB, OR TEIPIRAFY MRAIINI.
ALL EGGINSE 1HALL BE IF RED 1EGOW 1ENTERLINE IF 11OU118 11
E.ABCONCRETE TrOVE UNLESS NoEG GT _SE
I ULTIMATE STRENGTH DESIGN PER INIER-10— BUILDING CODE AM I IGNINETE POP FOCTIGII AND 1111111 AGE BILL IINFOII TO A 11 GA,_EN.,N I_ —, 'S, SELL, LOU A N NET LESS THAN
ABLILME—MLEBB �.N��ETE='ILEIl�r.o�'T,-'ATE�DETRo�PR—DL'�'AE�EA
THE M N MUM AMOUNTS OF CEMENT AM MAXIMUM AMOUNTS IF WATER MAY
BE 'HANITI IF A 111CRETE 'E"', , A I, 'U" UED TO THE
ENGINEER BY. THE LGNG OUICIAL FOR APPROVAL TWO WEEK$ INION 10
PLACE T E THE
AMOUtTOELCOUEN.CTEME AN.E Z NC$`ETGMR0TS NCETTIRX =LLD'.NCT`I AS WELLAS
THE WATER
CEMENT RATI. 1LU11. CONCRETE YIEL MDSUBSTANTGUN11-11THIATA
11 ACCORDANCE WITH All 111, SECTION — GINTRAOTIR MAINTAINI REIPENMILITY FIR SPECIFIED PERFORMANCE OF
ALL CONORM EXPOSED TI FOMMUEPBOD-VO ES WHILE CUP.. AND
ALL 'IN" BE A R BE
WITH AN I I-E"��6ENTLEYNEXCPIONSFEOMONW��O�IECRS5EHC�INEI — I�NNAL
11 CONTENT 11ALL BE IN ACCORDANCE WITH TABLE IF TIE INTERNATIONAL
BUILDING CODE
ALL CONCRETE N ELEVATED STRUCTURAL SWAND B"MS SHALL BE POURED M.NoUTHIMAULY UNLESS SHOWN E —E-APP—E—THE
ENGINEER PRI-1. ILAGEMENI.
I REINF"IN' STEEL 11' BE ED "El `AR1 IN ' TO "M
_'INCLUMN. _ELEMENT G U
I.
- RE DNS ANY SAR L�GL� I
EXCEED YN TED THE IS.
G PAGE " X - "_ AS
WELDED WEE FABRIC. ASTMAO 0 ARIM A`15 SPLIGE WITH AT LEABET ONE FULL MESH PLACE AT __H�N ... _HTLY BE .1.. MATERIAL
TO BE SUPPLIED 11 SHEETS
UD 4 HEINFORGING—E BE�ETAILEOIINCLINGHOO�AN�BEN..I INAGEORDANCEWMAC,3_2 EMPALLCoNTIBLoW RE NFOR.B."T PEI
NOTE D& NOTED E C3VAGU B`SAMI ME ESECTE'US LAP E.EN EN
SAFE p 5, A-7 SOMIT DWIR FABRICAMINIMUM
OF I- AT SIDES AND ENDS,
5 REINFORCING STEEL LAPS UNLE" NOTED TEUVm'TD EMBEDMENT SHALL BE AS NOTED BEL W
DEVELOPMENT LENGTH 48 'A' D'" DEVELOPMENT LENGTH A, G MR D AM,
SPUCE E LEN HEIN A Gp D
SIR ARE 11 1EI1F0 Ell 10 PLACED THAT MORE THAN OF B..CR=l G.U. THE =_BL_ THE PAR
ALL H... SHALL E 'STANDARM IN ACCORDANCE WITH AD SIR
REINFORCING SALL NOT BE TACK WEUDEO
1. IINGN PROTHECTION (C-1) FOR HEINE111ING STEEL SHALL BE AD
FoUoVr
FICTIN11 AND OTHER UNFORMED SURFACES E —FACE I"
FORMED SUFACE. EXPOSE0 TO EARTH I . WA LS
BELOW .-ON.) OR WEATHER BI-ASS AM WALLI RITE NICK FACE) I-
I. 1INCESTEWAIIE-1-11 IRIIOEIHEFOLLIWINIUNLEII
BETATED oH,,,,$E
'"WAIS " * !:: �" I 1�1 I CURTIN 0 CENTER V WALL. . Q S III CURTA. o ENTER
6 Epo" GROUTED ITEMS SPECIE ED ON THE DNAWR4G8 6HALL BE GROUTED WITH $MPSON SET AGHE$IVE By $IMPSON STRONG TIE PER ER_ FOLLOWING
MANUFACTURER . INSTALL-1— INSTRUCTION.
F. CARPENTRY
1, 6LUED WNALED MEMBERS SHAILL BE FAGGICATED IN CONFORMANCE WITH _STANDAMA19o, _BmEMSERSM_8EA_AI_ ARA EWS 1ENTBEABBIN MARY AND 1EALL BE AGODMPANIE1 BY AN All OR APA ENG GERTIF CATE OF Go'Po__ ALL 11.1L. 1PAN EAME SHALL .. IUGOG
F R "Ma"'TON 2`3`11"L -IE4001PSLF - 40FEI ALL
CANTILEVERED SEAM A L I LI 1i HE CCWMINIION .1 V�. 11 - OV
PW. FY - 21 FEL 1AMSER ALL 11 1EA11 TO I IME RADIUS UNLESS
SHOWN OTHERWISE IN THE PLANE
F NG L M HALL BE G EGANO GARKED N ONFORMAN E WITH AM I I t, S I I IS I I 7 1 STAN 'Am, U N LES FOR WE T COAST LUMBER LATE T ED T ON.
FURNISH - THE FOLLERSIN. MINIMUM STAN.—S
ME ER SGE SPEIIES E =IG DESIGN
�I G�l ANDRAFTER1 11, BE 11 El = 1111
.EAMS AND STRINGERS, Gk DFAI F, 1 BGO PSI
POSTS AM 1IM —RGK DI 11 1 U. PSI
SIEEMRWALLS -EMR TGAWT.LS DFAX FI, I V P.1
STUDS, FLATE. .
MI.C.LI HIFFAMIN. BE 0, P.,
ALL LUI A LEAST DIMENSIONAOF 2' NO M N SOALLBE
ENT WHEN SURFACE.
STAMPED RFACE-DRY AND SHALL H VE A � STOVO NT
ANDrENNIO LE—N.IMORETHANI—EGENT. UUM—WITBALEART DIM Nm. F `IJNAOM — RE GINTINT 1FA`TaMORA S RF"ENGIM
ANDAIRD-07 I& C F I NO EM11FERCE; OR
TO ITS USE IN F.MIN. THE .1RUCTURE
1, M D HAL RE MVNIFAMMILIURMSER IS _8E��, " GBACTUA 'NGVANS 'Eo`TL WI I
ULA ED , FIR ,
BEGUIRE SUBMITTAL IF NEI NATIO EVALUATION RE11— FIGIVALENT
TO HER 12 FIR IAMLLEL=LUMIER (I$L),.ER$N.N xUE N 1EMNATE L ST_ LUMBER KSM T, M ALLEMAGUE I SAN AS DL OWS,
" B p
4, SM $HALL UP AIA 11.10NMANCE PATI. PANELS 1- ARA
NELY.01. N SIECII — LGING APPLICABLE —ILEMENTS,
UNLESS "LLEOCT"N' YWOODPXSLSSLH.AUUE�G DDEAS ANDALSO
CONFORM TO GOO PI 1 S P6 2 ALL 'ABBE AT TrE
EXP .. RE 1 UNLESS NOTED THERWISE. PANEL RITING TI BE AS FOLLIWX
UNLESS NOTED OTHERWISE
ROOF. V1 P�BT"K4v�'m
WALLIS sure, (oR
-12 (OR —) THICK TONGUE . G 4—
NOTED TE IN THE PLAN., MIT AND FLOOR HEATHIN.
SEBUJ_ BE LAID U P _ N_ PERPEN D CLOOR TO SUPPORTS AND NAI LED WITH
' " N ' L ' * ` . TO = E D PAN ERL ROOKS)
EIS ANRDMEVE R�$ TaUUDPWA U I S H 0 IN N 0 N
PLAINS AND � _ AT ROD TO NTE D A PoRT
PROV UP AEPROVED SHEATHING EDGE CLIPS a "oY AT ONSL"BED Mo' IT LATHING ED, ES ALL FLOOR "GA,1INI EDGE1 IN_ HAVE _E'VED
TONGUE ABU GEMOVI Iol HIS AND s1h BE BURP D WITH SOL ` BLOCK NO. T,FNA L BLUE ING TO "PPPUS WITH — NAIL" 8n. NOTED ITTFIW
UNLESS NOTED OTHI QNLLHEP UAINLPTL _EER"MEI EDS
'IAN$UT"AE LSLLULYPB,PE ONR'ATEILSRENDNGWAAIILTSH ITI FOAdR0,SSZM, WLWASLHALE .SAEDGE;.®
DGE. . MAXY HOIEE LOLACADNNE. AND
AL
STU11 USING EGGS NAIL IPAIINI WHEN 1 ITUI lGE1 NOT OCCUR AT PANEL EDGES
GH NALS SHALL BE DIIEN FLUSH BUT SHALL NOT F—BURI THE 'U_ BE THE 'HEATHIN,
5 ALL WOOD PUSN DIRECT CONTACT WITH CONCRETE ON 'I'M SHAUL BE PRESSURE TREATE. WITH AN APPROVED PFESEVADVE PROVIDE
TWDI-AYERSOFASP U IMPREGNATED SO LD HE PAPER BETWEEN UNTRUSUCTED LEGGERS BLOCKING TO _GCoNGRUEoA I MASON By AULMM
G..NEGT.RGTG PRESSURE TEPATET T .. ED SHAU E HIT DIP
GALVANIZED, INCLUDING WASHERS. NAILS SCREWS, AND $1MRSON STRONG -TIE HAN'ER, , AT—., AM F—ES, AND MUS LESS THAN III DIAMETER,
1, NOTATIONS IN DRAWINGS REI-AT NG TO FRAMIN—IRE III HANGERS
AND COLOR CONNECTING _ I ES REREE TO CATALOG Um- 01 G.N EGI.RG
&ICTURS1 11 THE SIM,SIN STE.N. T E G.p_ SAN LEAND_
UF_m ERU VALENT "' — BY OTHER ANGF—LRERS MAY E
.U.-TUTED, TH.V BE. THEY HAVE I.. APPROVAL FIR EIIAL OR OR N LOS AN.C.
LEAD CAPACIT ESIN=T m.-U-_-`W_-W1EST NO IMF REP. T
=I .
AFGH EBT AND -1U1ION1
ALL SPECIFIED FASTENERS MUST ME USED AND PNGEEm_
PROCEDURES MUST BE ERVED IN OMER TO OBTAIN GG APPROVED LOAD
'A'A" El VER " THAT THE DIMENSIONS IF THE 1UPPIRTNI MEMBER ARE
SUFFICIENT To RECENE THE SPEC FRED FASTENERS
ST'UCTL— CONNECTORS �LSIIUC��LCONNE��STOIIIY$Il�N�OIGIIEOREGM USE
1, WOODFRAMINGNOTE -THE FOLIDENINGAR—UNUES—HERWISE
SHOWN ON THE PLAMPS
1,1 ALL WG.D FRAMIGG S NET FLOWN EE SUALL E
CONSTRUCTED TO THE MINIMUM STANIANDS IF THE INTEUNAL IVIL1111 CODE MINIMUM NAUNG GHTERS ISE NOTED, HALL CONFIRM TO
TAaLE23",9' OFTIE INTLE'"'TONALSULENGCO E C""I`TE"E AHDL �,�ONOF�LLOPENIN�sW,�lEc�AMC��D—HITE�TVFULL
7,2 WALL 2. 2TDR@ N'G .OALMSTD IRWAWA"LMA INGITIaR""T"oILwins. TWO
.T.. MINIMUM HALL E PREVIDE. AT THE END .1 ALL WAULS AM AT EACH SIDE OF ALL
ANDA =EII BE DER THE EN`EN F 1_.1""NUSUNL.11.N"TE 11S A 121 —
UL . PX.VI El. ALL P . I T UL. SI 2.
HEADER OVER ALL oPENIM8 IN WA`7 GOLD BLOCK NG Fo R W4aD GO L UMD NI BE PROVIDED IN _11N FL_G1 T= PROFIT IELEGN. PROVIDE CONT " SO I CBN, AT
MIDLEE—T.IALLSTUD—I-S.VERAINHUMET
ALL STILL WAL. SHOWN ON ATELCTURAL GYMNINGS HALL HAVE THEIR
LOWER ITAIES ATTACHED T1rl HAD 11 BELOW WITH =L1 1121, STA..ERE..RWL,EDT.0 NCR:TF_,TH A, L _ R
BOLTS AT � Y_ EM8EDED U 0 REFER TO THE STRUCTURAL PIN. AND SHEAR—L
SCHEDULE FOR REOU RED S4M
THING AN D NA L NO
7B FLOOR AND ROOF FRAM M, PROV UP DOUBLE IOISTS UNDER A'
PARALLEL PAT"N, A� , AROUND ALL 'PUR" N EL I NO . I R FECIS UNLESS
ITHEIIIIE NOT OVIDB 111LIDIL-KINGAI
ALL 8EAMNS ECIM PI CooRDWATE 'HE ME AND LOO-ON OF ALL OPENINGS
WITH AIINITECTURAL AND MECHANICAL D—ING,
TIENA L ..... TO 'EARBING SUPPORTS IN I " Ll .BBEER—E, ATTACH 'O'.T. 1.1LU.HH BE R _ SEIE$ "" 'o" U LOST 'E ALL ='ToIS'
. EA $ AND ELOPED =NTIEWELITIORTS %H_ E E To RUSH
MERGERS WITH "`SER`ES RST HANGEMILNUE—ITED.THERWISE. SUENAND
S—EALLOONNEITOEBASREQUIRED. FAQAIL1_MU1STSEAN$
TOGETHER WITH UM GmXES a � STAGGERED.
7A NAJLS SHALL BE MANUFACTURED IN C=� GR TH,%UNI_TEG STATES N FEE, AN, TYPES AS FOLLOWS I N NOME
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REVISIONS:
CADD FILE:
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DAM: 06-09-2022
DRAWN: P. PATEL
(CHECKED: C. BURET
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CITY OF EDMONDS
/ELOPMENT SERVICE
DEPARTMENT
REVISIONS:
CADD FILE:
22102
DATE: 06 9-2022
DRAWN: P. PATEL
CHECKED: C. BURT
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