HomeMy WebLinkAbout20260108_PJA25-0083_ApprovedPlans Layout Page Table GLUED LAMINATED BEAMS(6LID1 HOME OWNER: MUHINJAANTHONY/NDUNGU ESTHER
Label Title Description Comments 1 SPACE GLUE LAMB BEAMS ARE TO BE MANUFACTURED,TRANSPORTED AND INSTALLED IN ACCORDANCE WITH THE
C-1 Cover Sheet REQUIREMENTS OF THE AITC. DESIGNER: Omega Builders LLC,LIC:OMEGABL833BK EXP:01/16/2027
P-1 Site Plan A-1 As-Built Plan 2 SPECIFY INDUSTRIAL GRADE FIN15H AND EXTERIOR ADHESIVE UNLE55 NOTED OTHERWISE
A-2 Main Floor Proposed 3 MINIMUM DESIGN VALUES: ENGINEER: TBD
A-3 Proposed Elevations A. 24F-V4:FB=2,400 PSI;FV=265 PSI;FG=650 PSI;E=1,500 KSI. PROJECT 19624 KNOLL DR
A-4 Cross Sections 4. SOLID SAWN LUMBER:
ADDRESS: Arlington,We 98223
A-5 Floor FramingW A. STRUCTURAL LUMBER SHALL BE DOUGLAS FUR OR HEM FIR CONFORMING TO WP A GRADING RULES.
A-6 Roof Fire DR B. MINIMUM GRADES ARE,EXCEPT AS NOTED OTHERWISE: PARCEL M 00898100005900 0
E-1 Electrical Plan
I. STRUCTURAL JOISTS AND PLANKS-#2 �
II. BEAMS AND STRINGERS-#1 PERMITTING JURISDICTION: City Of Arlington a_
III. POSTS AND TIMBERS-#1 v
5. DOUBLE JOISTS BENEATH ALL PARALLEL WALLS AND OR PARTITIONS. ELECTRICAL JURISDICTION: We St Dept Of Labor&Ind w
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6. NOTGHING 15 NOT PERMITTED IN JOISTS,RAFTERS,BEAMS,LINTELS,COLUMNS,TRUSSES,AND BRAGING
POWER COMPANY: Puget Sound Energy
MEMBERS.
T. PRE55URE TREATED LUMBER SHALL CONFORM TO THE AWPA AND SHALL BEAR THE QUALITY MARK OF AN PROJECT VALUATION: $45,000 z
ACCREDITED ALSG INSPECTION AGENCY.MINIMUM TREATING STANDARDS(RETENTION LB/GUBIG FEET)SHALL BE 0
AS FOLLOWS: (E)FOOTAGES: LOT SIZE: 7,200 SQ.FT c m
A. APPLICATION AGO/AGZAGA-B (E)IMPERVIOUS: 3,037.8 SQ.FT it w
B. ABOVE GROUND 0.250.10 (E)IMPERVIOUS%: 42.2% rn
C. GROUND CONTACT 0.400.21 w
D. FRESH WATER IMMERSION 0.400.21
E. IN GROUND(STRUCTURAL)0.600.31 (P)FOOT No change to building footprint or impervious surface
(TOTAL))::
F. SILL PLATES 0.250.10 w
8. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRE55URE TREATED WITH AGZA TO A MINIMUM
RETENTION OF 0.25 POUNDS PER CUBIC FOOT BY A55AY
GENERAL NOTES: Cl. NAILING SHALL BE IN CONFORMANCE WITH THE 2021 IBC WITH WASHINGTON AMENDMENTS UNLE55 NOTED PROJECT DESCRIPTION: Remodel existing structure to Adult Family Home ..`` E
THE BUILDER 15 RESPONSIBLE FOR USING SAFE WORK PRACTICES AND CONFORMING TO ALL SAFETY ORDINANCES. OTHERWISE.FASTENERS FOR PRESERVATIVE TREATED WOOD SHALL BE OF HOT DIPPED ZING COATED GALVANIZED V 3
THE BUILDER 15 TO VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK.ANY CHANGES TO STRUCTURE MUST BE STEEL,5TAINLE55 STEEL,51LICONE BRONZE,OR COPPER.THE COATING WEIGHTS FOR ZING COATED FASTENERS LEGAL DESCRIPTION: Section 14 Township 31 Range 05 CROWN RIDGE ESTATES DIV.1 BLK J
REVIEWED AND APPROVED BY OMEGA BUILDERS,LLG.ALL METHODS, MATERIALS,AND WORKMANSHIP SHALL BE IN SHALL BE IN ACCORDANCE WITH ASTM A-153. 000 D-00 LOT 59 J
ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE(IBG) 2021 EDITION. PREMANUFACTURED CONNECTION HARDWARE-
1 CONNECTION HARDWARE 15 BY THE 51MP5ON COMPANY OF SAN LEANDRO,GA.ALL STEEL CONNECTORS SHALL _`' o
DESIGN LOADS BE GALVANIZED OR BY SOME METHOD MADE CORROSION RESISTANT,UNLE55 OTHERWISE INDICATED. 'n 2
ROOF LOAD:SNOW 25 PSF,DEAD 15 PSF 2 PROVIDE BOLTED OR NAILED CONNECTIONS FOR THE MAXIMUM CAPACITY UNLESS NOTED OTHERWISE. m
FLOOR LOADS:LIVE 40 PSF,DEAD 15 PSF 3 CONNECTORS IN CONTACT WITH PRE55URE TREATED WOOD SHALL BE EITHER POST HOT DIPPED GALVANIZED
WIND SPEED:V5 3-5EC=96 MPH,IW=1.0,EXPOSURE"B",RISK:11 OR 5TAINLE55 STEEL.FASTENERS SHALL BE OF THE SAME MATERIAL OR PROTECTIVE GOATING AS THE o = a v
SEISMIC:DESIGN CATEGORY"02",55=1.11,5\U+2081=0.50, CONNECTORS,DO NOT MIX DIFFERING METALS IN THE SAME CONNECTION. Wien 7
IE=1.0,51TE CLASS"D",R=6.5 4 ALL HARDWARE SHALL BE INSTALLED PER THE MANUFAGTURER'S INSTRUCTIONS AND RECOMMENDATIONS > E W
UNLE55 NOTED OTHERWISE. z w o
SOILS: m
5O1L BEARING OF 1500 P5F 15 ASSUMED.IT 15 THE CONTRACTORS RESPONSIBILITY TO VERIFY THAT THE 51TE SOILS PREFABRICATED JOISTS AND ROOF TRUSSES z c
PROVIDE THIS MINIMUM BEARING CAPACITY.FROST DEPTH:15" PREFABRICATED JO15T5 AND ROOF TRU55E5 ARE DEFERRED SUBMITTAL ITEMS AND ARE TO BE DESIGNED, 3 E m
FABRICATED AND INSTALLED PER THE LATEST TRU55 PLATE INSTITUTE STANDARDS.PRE-FABRIGATED ITEMS TO BE o 0 d
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FOUNDATIONS: DESIGNED BY A LICENSED PROFE55IONAL ENGINEER.FABRICATOR TO PROVIDE ALL CONNECTION DESIGN AND
EXTERIOR FOOTINGS TO BE A MINIMUM OF 18"BELOW FINISHED GRADE BEARING ON NATIVE UNDISTURBED SOIL. DETAILS.WHERE TRUSSES ARE NOT PROVIDED TO COMPLETE THE ROOF SYSTEM,OVERFRAMING MEMBER AND THEIR
BACK FILL WITH APPROVED FILL MATERIAL.BAGKFILL BEHIND A RETAINING WALL A MINIMUM OF 6" WITH A GRAVEL OR CONNECTIONS SHALL BE PROVIDED.OVERFRAMING DETAILS SHALL BE INCLUDED IN THE TRUSS SHOP DRAWINGS IN
WELL DRAINING SOIL.STRUCTURAL FILL UNDER FOOTINGS AND 5LAB5 TO BE 95%COMPACTED TO A MODIFIED ORDER TO PROVIDE LOADING CONDITIONS CONSISTENT WITH THE MODELING OF THE TRUSSES.THE OVERFRAMING
PROCTOR DENSITY(ASTM 01551).ALL CONSTRUCTION ON FILL SOIL SHALL BE APPROVED BY A REGISTERED AND RELATED DETAILS SHALL BE DESIGNED UNDER THE DIRECTION OF THE TRU55 ENGINEER.WHERE TRU55E5 ALIGN W
PROFESSIONAL GEOTEGHNIGAL ENGINEER. WITH SHEAR WALLS,A SPECIAL TRU55 SHALL BE PROVIDED THAT HAS BEEN DESIGNED TO TRANSFER THE SPECIFIC H
WIND AND SEISMIC LOADS SHOW ON THE PLANS.THE TRUSS SHALL BE DESIGNED TO TRANSFER THE LOAD BETWEEN N
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REINFORCING STEEL: THE ROOF SHEATHING AND THE SHEAR WALL BELOW. THE TRU55 SHALL BE DESIGNED TO TRANSFER A MINIMUM OF
ALL REINFORCING STEEL TO BE GRADE 60 PER ASTM A-615.LAP ALL SPLICES A MINIMUM OF 32 BAR DIAMETERS OR 100 PLF ALONG THE LENGTH OF THE TRUSS.ALL TEMPORARY AND PERMANENT BRACING REQUIRED FOR THE Z
18".LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTING AND WALLS WITH CORNER BARS. STABILITY OF THE TRUSS ELEMENTS UNDER GRAVITY LOADS AND IN-PLANE WIND OR SEISMIC LOADS SHALL BE S O o m
MINIMUM CONCRETE COVER FOR REINFORCING STEEL: DESIGNED BY THE TRU55 ENGINEER WHERE THE TOP CHORD 15 NOT DIRECTLY ATTACHED TO THE ROOF SHEATHING, N ?O
INTERIOR FACES OF SLAB AND WALL BARS 1-1/2" THE TRU55 ENGINEER SHALL DESIGN AND SHOW THE PLACEMENT OF ALL REQUIRED TOP CHORD BRACING AND }z
EXPOSED TO WEATHER OR EARTH 1-1/2"FOR#5 AND CONNECTIONS ON THE TRUSS SHOP DRAWINGS.ANY BRAGING LOADS TRANSFERRED TO THE MAIN BUILDING SYSTEM IL. z V
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SMALLER AND 2"FOR#6 AND LARGER. SHALL BE INDENTIFIED AND SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW.DE516N CALCULATIONS AND 2
FOOTING BARS CAST AGAINST EARTH REQUIRE 3"COVER. SHOW DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEER OF RECORD PRIOR TO SUBMITTING TO THE > ~ 6
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BUILDING OFFICIAL FOR APPROVAL.
CONCRETE,
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ALL CONCRETE MATERIALS AND PLACEMENT SHALL CONFORM TO THE IRG 2021.MIN.COMFRE551VE STRENGTH P T-WOOD CONNECTORS ?
SHALL BE 3000 PSI"AT 25 DATES WITH A MIN.WATER/GEMENT RATIO OF.45.ALL GONGRETE SHALL BE AIR ENTRAINED IN ACCORDANCE WITH IBG 2304.10.5.1 ALL METAL CONNEGTORS COMING IN CONTACT WITH P.T.WOOD SHALL BE 2
3
5+/-1%.MAX AGGREGATE 51ZE=T/8". SIMPSON"7-MAX",TRIPLE ZING COATED,OR HOT DIPPED GALVANIZED FOR CORROSION RESISTANCE. f
"SPECIAL INSPECTION NOT REQUIRED.3000 P51 COMPRESSIVE STRENGTH 15 SPECIFIED FOR WEATHERING
PROTECTION.STRUCTURAL DESIGN OF CONCRETE BASED ON 2500 P51 COMPRESSIVE STRENGTH. ANCHORAGE
ALL ANCHOR BOLTS EMBEDDED IN CONCRETE OR MA5ONRY SHALL BE A301 UNO.POST INSTALLED BOLTS INTO
FLOORING AND ROOFING: CONCRETE NOT OTHERWISE SPECIFIED SHALL BE SIMPSON TITEN-HD ANCHORS.INSTALL IN ACCORDANCE WITH IGG
PLYWOOD SUB FLOORING SHALL BE 3/4"T&G GDX OR OSB(GLUED AND NAILED).NAILING SHALL BE 10D @ 6"O.C. E5R-2113,INCLUDING MINIMUM EMBEDMENT DEPTH REQUIREMENTS.
ALONG PANEL EDGES,AND 12"O.C.IN FIELD(U.N.0)SPAN INDEX SHALL BE 48/24.5TAG6ER END LAPS.ROOF POST-INSTALLED ADHESIVE ANCHORS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SIMPSON AT-XP LL
SHEATHING SHALL BE 1/2"COX OR 1/16"O5B NAILED W/8D Q 6"O.G.ALONG PANEL EDGES, AND 12"O.G.IN FIELD. ADHESIVE.INSTALL IN ACCORDANCE WITH IAPMO L E5 ER-263.
SPAN INDEX SHALL BE 24/0.5TAGGER END LAPS.
ADDED NOTES
FLOOR FRAMING: 1.PER SECTION R302.9,MAX.200 FLAME-SPREAD CLASSIFICATION FOR WALL&CEILING FINISHES.MAX.450 SMOKE- R d1
USE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN 1/2 THE LENGTH AROUND DEVELOPED INDEX FOR TRIMS,HANDRAILS,DOOR&WINDOW FRAMES&WALLPAPER. Z
OPENINGS.PREFABRICATED FLOORING MATERIALS BY OTHERS. 2.PLEASE ADD THE FOLLOWING NOTE ON THE SHEAR WALL PLAN:THE ELECTRICAL PANEL MAY NOT BE LOCATED v L
WITHIN A SHEAR WALL. N 4
TYPCIAL BUILT UP COLUMN: 3.PER 302.11 FIREBLOGKING.IN CONGEALED 5PAGE5 OF STUD WALLS&PARTITIONS AS FOLLOWS:
ALL GOLUMNS NOT SPECIFIED OR OTHERWISE NOTED ON THE PLAN ARE TO BE LAMINATED TOGETHER PER DETAIL 1.VERTICALLY AT CEILING AND WALLS IL
30/50-1.ALL COLUMNS SUPPORTING GIRDER TRUSSES OR GLUE LAMINATED BEAMS ARE TO BE THREE STUDS 2.HORIZONTALLY AT MAX.10'INTERVALS
MINIMUM WHICH ARE LAMINATED TOGETHER.SOLID SAWN COLUMNS MAY BE SUBSTITUTED IN LIEU OF BUILT UP BALL INTERCONNECTIONS SUCH AS SOFFITS,DROP CEILINGS,COVE CEILINGS. S
COLUMNS BY PROVIDING AN EQUIVALENT GRO55 SECTIONAL AREA. 4.IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT TOP&BOTTOM OF RUN 3
5.OPENINGS AROUND VENTS/PIPES/DUCTS AT FLOOR&CEILING LEVEL54.PER SECTION M1307.3.1
TYPICAL WALL NOTES: APPLIANCES LOCATED IN GARAGE/GARPORT OR ANY AREA SUBJECT TO VEHICLE DAMAGE SHALL BE PROTECTED BY
STUD FRAMING SHALL BE HEM-FLR U.N.O.WHERE ANCHOR BOLTS ARE USED,THEY SHALL BE 1/2"AND NO MORE BARRIERS DESIGNED TO WITHSTAND 6,000 LB.FORGE.APPLIANCES WITH AN IGNITION SOURCE SHALL BE ELEVATED TO
THAN 12"APART EMBEDDED AT LEAST T".THERE SHALL BE A MINIMUM OF 2 BILL ANCHORS PER PIECE(SILL PLATE), NO LE55 THAN 18"ABOVE FLOOR IN GARAGE OR ANY ROOM THAT OPENS TO THE GARAGE. APPLIANCES DESIGNED TO DATE
WITH 1 LOCATED WITHIN 12"OF EACH END OF EACH PIECE.ANCHOR BOLT WA5HER5 SHALL BE 3"X3"XO/229"SQUARE BE FIXED SHALL BE ANCHORED/STRAPPED TO AVOID HORIZONTAL DISPLACEMENT. WATER HEATERS SHALL BE
AND TIGHTENED TO THE PLATE.HOLDOWNS AND FASTENERS SHALL BE 51MP5ON U.N.O.INSTALL PER ANCHORED/STRAPPED WITHIN THE UPPER 1/3 AND LOWER 1/3 OF THE UNIT TO RE515T HORIZONTAL DISPLACEMENT. 1�8�2026
MANUFACTURER'S INSTRUCTIONS.ALL BEARING WALLS OVER 10'SHALL BE LATERALLY BRACED AT 4'O.G. CORROSION RE515TANT WATER TIGHT PAN SHALL BE INSTALLED BENEATH WATER HEATER.DISCHARGE PIPE SHALL
DISCHARGE TO OUTSIDE,END OF PIPE SHALL BE NO MORE THAN 2'FROM GROUND AND NO LE55 THAN b"ABOVE
HEADERS GROUND.DISCHARGE SHALL NOT BE TRAPPED. TERMINAL END OF PIPE SHALL NOT BE THREADED. SCALE:
ALL HEADERS NOT SPECIFIED OR OTHERWISE NOTED ON THE PLAN ARE TO BE 4X&DF#2 OR(2)2X10 HF#2 WITH AT 5. WSEC 403.5.5 ELECTRIC,H/W HEATERS SHALL BE PLACED ON R-10 PAD IF IN UNHEATED SPACE OR ON CONCRETE Zoning Approval
LEAST ON CRIPPLE AND ONE STUD FOR EACH END FOR OPENINGS\U+22645'-O"WIDE AND TWO CRIPPLES AND ONE FLOOR.
KING STUD FOR ALL OTHERS. 6.M2003.1 THERMAL EXPANSION(COMPRESSION)TANKS ARE REQUIRED TO BE INSTALLED ON WATER HEATERS.
T.IGNITION 5OURCE5 FOR APPLIANCES WITHIN GARAGE,ADJACENT SPACES THA OPEN TO GARAGE&ARE NOT PART January 8,2026
POST-BEAM CONNECTIONS OF LIVING SPACE,SHALL BE RAISED TO 18"ABOVE FLOOR LEVEL(UNLESS LISTED AS A FLAMMABLE VAPOR IGNITION Digitally SHEET:
POSITIVE CONNECTIONS SHALL BE PROVIDED AT POST-BEAM CONNEGTIONS TO ENSURE AGAINST UPLIFT AND SYSTEM). g ysigned by Ameresia
Lawlis
LATERAL DISPLACEMENT.ANCHORAGE OF WALLS AND COLUMNS TO FOUNDATIONS SHALL BE PROVIDED IN 8.UP0602.3 POTABLE WATER OUTLETS WITH HOSE ATTACHMENTS SHALL BE PROTECTED BY A L15TED NOW DN:c=US,
Ameresia Lawlis E=aiawiia@arrngtonwa.ge�,
ACCORDANCE WITH PLANS AND SHEAR WALL SGHED. REMOVABLE HOSE-BIB TYPE BACKFLOW PREVENTER OR ATMOSPHERIC VACUUM BREAKER.(EXCEPT WATER HEATER CN=Ameresia Lawlis
DRAINS AND CLOTHES YVASHER HOSES). Date:2o26.01.08
10'59:16-08'00'
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PROPERTY BOUNDARY FOOTAGES .'�� .,., E
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Al PR P ARY 7200.05
SITE PLAN FOOTAGE5s+'
NOTE NUMBER DE5GRIPTION IMPERVIOUS FOOTAGE �,•A - 3
31 E HOME 2082 _ `'�.,Cr.. ,' y na•cs.ll}. -. f -
132 E FRONT PORGH 78 —+ L1 y. --* #- _
33 E WOOD DECK 128 tc_1•.,•i -y-�j�r�l� �plfy J�v '' J _
34 E PATIO 210.9 • '1 I� - q - -�•
B5 E GONG 25PAGE DRIVEWAY 400 r:�* . ••� •�a w'1 .L ��.,,�,� -•�, „�,-�! '� a'
36 E GONG SIDEWALK 65 ,�•�. -- Ali'' f�"`4'>'"� � ,s o
TOTALS: 2963.9 ,11 @l
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7° HOME OWNER: MUHINJAANTHONY/NDUNGU ESTHER
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V O (1) DESIGNER: Omega Builders LLC,LIC:OMEGABL833BK EXP:01/16/2027 <
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b m ^ I o b 3 adway ADDRESS: Arlington,We 98223 Z
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(E)4"SEWER B�'�� (E)4"SE ER PARCEL#: 00898100005900 v L
' wT Zoning Approval
(P)ADA RAMP A PERMITTING JURISDICTION: City Of Arlington
I 6 18 KNOLL DR January 8,2026 IL
� \ ELECTRICAL JURISDICTION: We St Dept Of Labor&Ind �
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A Q- /��� PROJECT VALUATION: $45,000 -06a�08�"
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12' N 35, C, 0 (E)FOOTAGES: LOT SIZE: 7,200 SQ.FT.
L — _ '�� z �Q Y �N (E)IMPERVIOUS: 3,037.8 SQ.FT. DATE:
3� p 34' 20, 66' 20'/ Q �i' (E)IMPERVIOUS%: 42.2%
N88°27'28"W 1/8/2026
(P)FOOTAGES No change to building footprint or impervious surface
(TOTAL): SCALE:
N O o Site Plan PROJECT DESCRIPTION: Remodel existing structure to Adult Family Home
1" = 20'
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m0 f17 9 Scale: 1 in = 20 ft LEGAL DESCRIPTION: Section 14 Township 31 Range 05 CROWN RIDGE ESTATES DIV.1 BLK SHEET:
m I 000 D-00 LOT 59
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DATE
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SCALE:
Zoning Approval
January 8,2026
SHEET:
Digitally signed by Amereaia
Lawlis
DN:C=US,
Ameresia LawliS E=alawlis@arlingtonwa.gov, A—1
CN=Ameresia Lawlis I
Date:2026.01.08
10:59:16-08'00'
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WALL 50HEDULE 15'-bl/8" 2'-4" 14'-1 1/8" 5' 3'-51/2" 12'-l" 11 1/2
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11'-10 7/8" 8'-2 3/161, V-10 15/16" 10'-6 3/4" O
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AREA 1 EXISTING LIVING SF 1626 °� I l 8 6 4
AREA 2 EXISTING GARAGE SF 440 a _ J
TOTALS: 2066 J _
FLOORPLAN NOTE 5GHEDULE
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• INSTALL SHOWER DRAIN AND SUPPLY ROUGH PLUMBING I I \ i _
• IN5TALL(3)2X4 CURB
• INSTALL 40 MIL LINER WITH NO GUTS,STAPLE ABOVE CURB LINE
• INSTALL BACKER BOARD ON WALLS AND CURB,DOWN TO FLOOR, ® \ e I O
OVER LINER AT HALL.NO SCREAS BELOW CURB HT. cv
•TAPE AND GROUT ALL JOINTS AND FASTENERS WITH THIN5ET
• INSTALL READY MIX GONG SLOPED MUD PAN I
•COVER ALL WITH 2 COATS REDGUARD SEALER LL
• INSTALL BASE TILE AND DRAIN 12, 23'-3" 2'-4" 12'-5" Q
Is INSTALL TILE ON WALL5 50, Zoning Approval
•GROUT TILE O
Is INSTALL PLUMBING FIXTURES E
•HIRE GLASS COMPANY TO PROVIDE/INSTALL ENCLOSURE A 3 January 8,2026 Z
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Digitally signed by Ameresia
Lawlis
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Ameresia LawllS E=alawlis@arlingtonwa.gov, t_
CN=Ameresia Lawlis .^
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A B c D 12
East Elevation L ry E
m ° 3
0 3 LL
�.
u ��o m E
0 � �W
a I
L
W d
Z Z
5 3 3 E m
o Q
D G 6 A
FF IF
1 2 3LU
4
� F
South Elevation ° W
> zmn
o�
Q J
Z Q �
o_ Co
tq i�
O Q d
Q�
I.
Z
L I
f
D G B A LL
4 3 2 1 Q
West Elevation
m
W7
z �
V 'L
.o
IL
0 1 S
2
DATE
1/8/2026
I
SCALE:
4 3 2
North Elevation Zoning Approval
January 8,2026 SHEET:
Fe�+iN.�S�eaMNnxwa
l--mLawlis A-3
TABLE R602 30) TABLE R02.7(1)•-omtlnmd
FASTENING SC NEDULE FASTENING SCHEDULE
NEN mlemo lam OF IYIONq fIlIIBRt NINNIER ANOTYPEOFFAYTENER- IACRq AIOIOCATION RBI DESCRIPTN)N OF-LOING EL E NENTI NYMUR AND TYFS OF FAtTENU" WACIM AND LOCATION
Reef T0a0
BI«kie8 brwcrn«iIr.,Jnut. 48d box 12'', '0.113'ka 4.16d bar 01,n0.13S•ka
aFlm a ous.L+m xT U.or n,f_ 1-8d aNmmm12'+;-O.IJI'I:a Tamil I2 Adjxrnlfuil.11L•,yhl,Imd Io-d of 3.16d cameo IJ'/,'.0.162'Ra Fnd mil
rnmmg blow 3-IIU(xn13•-0.128-ka header 410d bo.(3'-0.12r);a
}3'.0.I11•mils 4d'-0.131'rod.
2-xJ nNnmml2' -0.1II'I:a 161 cannon 43'l,'+0.162•) 16'o.c.felt mil
1 2 3 4 FAeh eM a .1
NIaking be.--I. Arr,or 2-3' u.11l'mils 13 Tap pkmmmp plena 3-Al l3'"o.128'I:a
12•°,fxcc Iuil
m Ihr a-ell up pklr.,In rrI1R a Huss 2-16d cnmmun IJ':,••0.162'1:« fix1 mil 3'-0.171'mda
3•3'•0.131•mik Z
8-IM aNnnml3'I;•U.162'I:or, Fore milmexn side of rndjnin 0
FW blocking m nN,s and xrb 61kr 16d enrrmmo 13' •0.162'I:a 6'ox.1-nail 14 Rouble wp plale splice 12-160 box U' •0.135.1:or Iminimun 14'lap spnrc Irnglb exh side
3•-OJ 31'.116 12•IOd ben ll'•0.12Ak or of endj.kml
44d box(::'•0.I 13'1:Or IL3'•0,131•mik _
3.8de°fmmn(2'+•-o.131'),a Banoln plrk,n 16d orroorm l3';-0162') 16'oe fore mit
C<ilhp jaxH n aaP pl,le Mpk4 hx roJ Jms4 nm)°ra.I+nW ()
3I0.1 box1Y-0128'ka IS joins«bl«king lnambrx,d eo0 Ibd box l3'+:•0.135'I.a fn
}3'-0.131'ro11a I2'o.c face ml
1 peabs 3'-0.131'mJa W
1 1 CcilingplN m aluchod b plralkl 410.d box I7••0 128%a
5• 3 nM laps as pnii.m Ina 8ecri°a }16d cmlrnaa 17Y;-0.162'1.« Faa mil Benan pkm u+jouL nmjow, 3•Isd box 13 ORIe1a5'1:u J
R802.5._AM TAbk R802.5.21I)l 4.3•-0 131'-.k m
U Ceililp join aoxnN n Ild nfla 16 hand join«blocking 2.16d 0.131"n 17 '•0.162-I:« 16'o.e.fatt roil
6 pan In hnLYd wall peal) 43'-0.131'mils
❑ 4 Inal)ontl l,rr Sntivn Rm2S?ard TableRW2.5_'1I1 Fa«wl 4Hd box lYl:•0.113%or 0
■ ❑ FROF05ED 2X6 WALL @ib" T.W.R802.52(ISI
}Hd box(3'.'",'-0.13«
OG WITH R21 INSULATION 4-I01 box IJ"•0.128•R a }
AND DRYWALL BOTH 51DE5 440db.on l20.8'L or
Tamil
5 CdW dennM.fnoe mil }IOd camlon l7'-0.1/8'I:a Fare mil eacn A. 410.1 box 13'•0.128');« W 0
n n n 43-•0131•roik IT Top or holl.nn Pl..u,mW 4J•-0.131'mll, w W
ILI�W'k' IIIJ'}1 p 3.16d box I3'.;••0.135.1:a _N
LL
�2r PROPOSED 2X12 FLOC RAT 6 RaRe+«roofnuss bplmc }I 111calY,onll'-o.141'1:a 2tocmikonmesilkand l-rad- }Ild box 17' •0.1J5');a. End mil
16"01 WITH R381N5U TION i•ig18°x 1J'-0.12A'1:« -Ibd Lmnwnll'�.•-0.162'I:a
' ' II�J I�JIf III�II+I opp,Lne k of exh rsfia or mro' 3•IOd box(3'-0.12R'):« W
OVEREXI5TIN ARA E 43•-0.131'mlk
3•J'•0.131'mils
SLAB® 416d hex U'+;•0.133'I:a T 3.1Odbo-13'-I)AW):«
}I0.d cannon I7'-0.1111'1:a op pkur Iap+N cxrNx-and
�- 41Od ben I3'•0.128'):« Ta roil 18 im,rseeunns 3.16d 0.131" Il';;.0.162'1;a Fa«nail
= 8 q 2 Rod n11-1.nJgc.,allq ur luP 43'-0.131'roila }3'-Q131'mlk Q
T ranrn«rmf nlmrmmmimlm 34d box(2'/,•-0.113");or
2•riJg,beam }t6d box 13'J•0.135'I:a Lfld coromon124;-O.UI'):a 0
2.16d Lvrmwm ll' :2);or 19 I'brxromcxh nmlad Mom +I0.1 box 13'-0.128'I:a I'a«nod
}IOd boa 13'•0.128'I:« End mil
}3'-0.131'mik 2 Rd b.k.I4; �\
aa1 3.8dbox(2'f;-o.11l'ka �J 3
g mex rnp 2-m eanmon l2'f;-0.171');a
20 1'-6',healhm A bea Face mil Ki
slml In vld 16d naml,m ll'+--o.le2'1 24'o.c.lice rod 2•Iod box(3-"0.12r);Or
1 3 4 A :amptea.I-Rowe.16 IA.1%Iona 3
(lead albncN wall Is, 3'-box 11, o.128'I:a a
Cross Section 1 '� 16°`�`°�
S-.0.1J1-roll, }1d Box 12'i;-0.113'k«
Sfml to WuJ alW cloning s,wdsn 16dbox011i,-o.135-):a 3•Bd common l2o. -0.1J1'l:a
9 aer. OclNl,m(a bracod 3'-0.131'roik 12•o.ef mil }IW box(3'-0,128');or, {� " E
Scale: 1/8 in = 1 ft "' F'' 16� ''' '�` L "
wdlpm.•Isl 16d oomnoo l7';'-0.162'I 16'o.e.f mil 1-•tl'.Id vlJn shealhfng meacb
BwI- brmdr(2'eo:hcxda-h 16d cannon l3'+;-0.162') 16'oe.each f roil s1 h,anng Willa Gun l•-1. Faa mil W rA
P e'UH' 44W Box 12',;-0,113'ka
10 I.. -) 16d box 13'1;•0.1351) 12•o.c.each OlW face roN
I I CmOnuao heaOR m NId e allm on I2' - . 'I:a is mil 3.8dq-n mon !2-0.131•):a
1: 3 *4kMx111'-01 8ka
5-B box l2'' 4 s .s ' w16 g..1/;48d ; 013t 41odbenf7' N NIg yD ew if�H'wimA) o Q
CROSS SECTION NOTES TABLE TABLE 1
TABLE 11102.3(l)-conmmd
FASTENNIG SCHEDULE FASTENING SCHEDULE d
mem oGcWTIoN w 111601N6 B1roDR1 MIBBER AND TYP10F FASTEMIR•+. 11PACINO AIO LOCA710N
# NOTE DESCRIPTION ITr ceSCRNtrON OF WIID ND ELFNENT9 NUMBER ANO TYPE OFiAS FNER r' pACa6AND LOCATgN N
EXISTING ENGINEERED ROOF TRUSSES @24" 4JNbnx(2--0.11113a•):a Z c
1 � ur,el,:Inl,J a-.,SI rlad.
)41d Cmm�,on(Y.'•0.131'1:a 'f',1lsrdPnl«Ibdaic IiMrl„aJ d
OG u 3dhNmailL lop placagidR 3.loa bm(3'•0.128•l.. r«� >4 d'uw3hn _-Mod Jiann4r,« 3 6
2 FLOOR JOISTS PER PLAN 3 -G.131•nE k 1 ;1mg 16 g ssapk a+m ;nr 1 cmww o 0 p
3 5/5"TYPE XDRYWALLATCEILINGS TYP 1dbro(2+;-0.1119 4'-Ire mu amNnN.laudaconabnad ,G.ImAalannirdn.Ryml.
3/4"T&GSUBFLOOR GLUED AND NAILED PER Rm kmJclwabk in•Invu 35 hnddmwmc« 3 6
ju i F !U conam 12 0.131'1;a dlemning
CODE - 1m 16 k wtlh':.,or I•aown
4 amp Ma,e ln.n(.pplicmiem alsnl IOd boxlJ'-O.I28'ka 6'o.e.xx mu 8 ga-sup
3•-0.131'mik I'I:-0.120'pKaniF.ad roofing m L
5 IR60 L005E FILL INSULATION 3 `„newdorneW.or0.Ions 16gn-;
-Bd hen 12+;-0.113'k a 76 '!;pOn'n°+heaJul,y' Rapk gahaniaxd,t'.•long: w or T 7
6 R21 INSULATION BATTS 24 1 •6 anon«a1 In fipkL e_loaba(J 20121�:1a�a Foe 1 ,nxnorl'I, Yaxx.rypewnrs w
FLOOR BEAM PER PLAN,MAINTAIN MIN 1"
? AIRSPACE BELOW JOISTS FOR VENTILATION 2.Vim I--l6 _ F
p.I'+;lap :-0.120'pnlsanind roofing nail
AIRFLOW 3-160 bn Wi: •0.135 ka 37 '.'Vl um,healhob "p rmdiao ..a l'','OI°°816 gas 7
i xlrbllNorn n« NR Flkd and face mil w le IYmi-I.l'l:don: Ln
6 R3b INSULATION BATTS -•16deolnm°n13'.;-0.162-) w
9 50LIDBLOCKJ015T5ATBEARING TYP 2'R1�L+IM+o4&b,,m-4In«A 3-I6dbox(3;•-0.135•ka rnmnnrl'+:srewxTpN'«s
2e roull 2.16d ewnonm l 3':'-0.162') Ar each bearing.f mil xYood a a aRNsr P-.eaabnm Irmsoo,uMNYYnwlbsamhy O
116d emmml3'•:•0.162'I:a NefarneJ .113'1 or Z K ry
EXISTING OVERHEAD DOOR TO REMAIN, 3A ',;andka Nero ,d(r-o.120)Nicer 6 12 .6•.`6 D
10 REMOVE HARDYYARE AS NEEDED. 27 N.da nm v,Wm aN 4106m 13 •0,129"):a and roJ ed Lrom Nu12'+;`0.131')roil V J
4.3'-0,131'mik:or
11 16 MIL VISQUEEN VAPOR BARRIER 43•-14ga s lIk,-:,,en n Ademm�wn(Yf;-o.ur3roB:« 2
PT FLOOR BEAM PER PLAN,ATTACHED WITH Vail cxh k)er.Wlms,32'ac a op 39 1. N hN"rd(2--0.,13y:or 6 12 I age 3' Y
12 2Gdmmlmn(4'-0,192');« adbaSmLanJvag LL Ufan dl:';-0.120Inafl V� Z
PROP 5ED FLOOR LE 16"OG IUdbux(3•-0.128•or 2r"-f emOrlop.ndknmm 1 d-ronon(3•-o.148')mik« (3 N
PRE,ATTA FLOOR ODGERTO MATCH 3)100N ILLS 2N B°il-pgirlleoandb-.2-ilwb 3•-(LOV 1. naggerNmnppndesid 4o I'';-1a; N,f-d(2•-0.113•);. 6 12 N = a
13 SIZE,ATTACH PER CODE WITH(3)10D NAILS to.,_Lb AW: ll f,-.d(2, -0.12o•)-1 N H -
16"OG TYP 2-20dmmDIOII(4•-o.192'ka O ¢ Q
Feat rod N rods and.,exh splrce for Sl'I lab-25AmIlul/ro-304. mlk pn hum-o M2 m'+:I ko-6 5SIP..
6 MIL VI5GUEEN VAPOR BARRIER ON TOP OF 3•lodbox(3 -a12E):a .Nei,- nlhalm box ordrfi-I4.nk+rL'<yr"nm rho. mrsol N,II,,"1,f-A,xrldrnitinPr,..,,m.nr r l.w L
14 }3'- "I hr+e mimmum r.e.y brlrhlly yield-,oph,r.JNxo NO 41 fw Junk JN.N.n o 0 192 ah I_`nd,room mJL 9D k.i fa,hrN J mom ` a
SLAB 416E box(3'f;-0.135'k a knee Ilan o IC Inch bI nr kpn Ibrn 0.I II-k rW to k.I/•o font JmnNNn d 0.IJ2 m,h r fe-.Cmlwatm.wiIIY«.N an.l,I-Ms...f.nhn V
15 LU210 HANGERS TYP "germipw(3pmn9)"" t.l6dmm (Y?'-0.16Y):a AINLnJ+,wehmmink+++Ial..h,ll be J,+Ip.W by mcL3aN rnµvxmnY FrarlxerrpprrdrNk.SLaxlu Rlm ll. Z
29 Al each jvi,t«nfla.face mil b.RSRSAI n r Nmf She A lt Sh mJ mrLm tlN ( ASTM f 1 W =
raneN 410J box(3'*0.128'1:a M as y .pa.,cNlam u
43'-0.171'roik eNai+Ib116r+pmxJN mIn<Ihrn6m6L,an ranlrN Yl+gpol+wMr+Nn+Nc 4tl lechr+r lxmn �
2-IOJ box(3'-0.128•);or d.iw•(°w by h-6-N a 4•for by'4 fI-x INak+hrll he rpplkd,rmaDy.
A 13 G D 70 BndgxN a blorkllp b)PI-L nFlRa 2Ji.l cnmmm/2'+;-0,1)I'):a FxhenJ.N+e mil e.tpminy of bNCIwI.Iux lmiwlN m,hl.nNlr Jullhba.NmTi.IrRW2,.y21
1'•0.131'naik C For wood wocorW Hal e-•f,M-Ahe rlMchd b rW read roof fmmwp aM le IlncnlNJuN wpp N wahm 4N..W,of-If,dµc,ad rWµc,.-I,
rbJl be.p,rd N 4 ewM on,rin u hne,k ullmrle drip o'iN Iy,d N yr.uln Ihr I461g0 in ELpmme N r your Ihm 1 In Ipdi Ie f.p.w.I
1PACa0 0 FAITEIMAE µ Gy3wm JNmhl.µ.MII cm6Tm n.ASTN('13'M rN Jmll K m,u1MI In ra-.W.Yr xwh ASTM C 12tlG a liA 153 FJ.nM"rJ Jw-rlhinµ Jull.-i
MIN O[SCnIigN M 1111LpN0 HLYBrtE MDYKR AND TYK W PASTF31lR'•' monnrroN m AST\I('V1N
Pa/a'llnrror) P,�P,yµ'+IyLpgPP) h Sprflny..i Inlewn•.n IL-n J-uAln
Y prlrl e'(N.rNJ.e.a panel adyn wpplmJ M Mmmy II'rmL'n+.fd nnWvN M..Lxy uW r II.+x pce.,..
Nb.d amNP doer aNarx II-Taeiegbrr.wr rltl llwmb wa,NrNNmpbmm�Yq alLa mIY 5pwmµ olla lrr.,s..n nuf J.cammµ paNldM pSIIN.Io pr,cl Mµu+ugwmLd br fnmmµmmlhrr-rd rryulrN N.rLinµ I3Lwtmµ of r...,i
lNraNnemewfAMmYgm6N pT623(xl Nr weed aauelwlm Pm"I exlmblwM,INMN,pbIwllmmYp) hnr+hnuhlnµ Neel Npe.1•rrpelW-ulrulhc 6.miny mnnhen nrd Nx be pm+,ddea,epl..rryulrN dry lRhm prl.em."fIM...Wr fh-xpml,I,ir,
W cm.am"r d,f"rtrRal Jell 4 wR-mnl h.I-F mcmM-.N..4.1 E+
_-- 1 12•-0.1 IJ'•0 266•ne.A11,a i N'hen•Mee I.faemN Io r dlxem wxlkl cnlw.g/m°m u<.mLxe xnh 4N..rbrdelr.pro.,dr rwo,oe mil.m aN,i.k ofrI,rxfx,.,W lac-1 LL
••-0.113•-0.266•head mrl a 6' fna,hea+luy pw.,Nwp pkmur>.+drexlrh ls„whoduk.hN em nrlmlhe.a-*IN.wk nflM mM+MO nrkrcywl-W
31
Ndcam Wm I -0.111•lrwl(noha 6 6,
5 RSRS-0112'I;•0.117•)millmo7 Q
_ IVlhnmr.wdN 6 12 (6
32 N/N'-Y;O -0.131'I ml(loot):a 6 sr Z,6 RSRS-01:12':,'•0.113')mil OoW
a..� .r�T.� 111-i:;-D.113'•B_+e6•haJ 6 12 V L
E- E !I - I�IuU,llll O Ix,N aalfbtloa) �
IOJ L•omm,O lS'.O.W8'1 roiC ar O^
)3 B131•0.28l'head)dZimod mi, 6 12
,� �I L�J L�J a (2':•• �
rL�Rrfmrdf
15 2 _
PORCH 12' 4
DATE
A B G D
Cross Section 2 1/8/2026
Scale: 1/8 in = 1 ft
SCALE:
Zoning Approval
January 8,2026 SHEET:
F r
--r--,-L.H. "w�%h- tee" A-4
0
1=
U
W
W�
m
Q
H
O
54' v>>
j m
1/2" 1'-5 1/2" 1'-5 1/2" 1'-9 1/16- 1n
=3 -
6'-61/2"' w
2D — — — — — — — — — — — — — — T4 — — — w
H
ry
FLOOR FRAMING NOTES I a J s
# NOTE DESCRIPTION
1 SOLID BLOCK OVER BEARING(TYP) I 3 J
b MIL VISQUEEN VAPOR BARRIER ON TOP OF 5LAB PER &
2 CODE N t+ E
0 2X12 FLOOR JOISTS @16"OC WITH R35 IN5ULATION I N
BATT5 INSTALLED PER CODE
ADD RIM J015T VENT5 PER NOTE5 TH15 PAGE,6 I I n
®REQUIRED.U5E BAFFLES FOR IN5ULATION AS 1 } o 0
NECESSARY. I r ry o 3 a "`
05 2X12 PT LEDGER WITH LU210 HANGERS(TYP) oCIO
0i, DOUBLE 2X12 JOISTS WITH HUC210 HANGER EACH END I o w
l TOILET FLANGE LOCATION a
®2X12 PT LEDGER,ATTACH WITH 3 10D GALV BOX NAILS I I z
161,0G TYP ry z
I Q
FOUNDATION VENTING
MIN VENTILATION REQUIRED:1 5F PER 150 5F OF CRAWL 5PACE L H LLL
W 5
50 FOOTAGE OF CRAWL 5PACE:450 C
77
H6"XW16"XD6"OR0b"VENT:.55F("12.550IN) W
CRAWL SF11505F=2.93 REQ'D 5F VENTING I I F
2.93X144(CONVERT TO50 IN)=422.4 I 1'-51/2"6-61/2 1'-51/2" 6-61/2 1'-51/2" 1'-91/16" d1w
422.4/T2.5=6 VENT5 REQUIRED(MIN)
v 22' v p
z w N
3 n
rL Zoe
Z
I- zV =
o � y
6
O
a
B
f
Hill 11
IL
Q
E
Z
A — — — — — — — — — — — — — — — — — — — IL
2 4 S
35, 3
Scale: 1/8 in = 1 ft
DATE
1/8/2026
Zoning Approval
SCALE:
January 8,2026
Digitally signed by Ameresia
Lawlis
DIN:C=US,
Ameresia LawliS E-alawlis@arlingtonwa.gov,
DN=Ameresia Lawlis SHEET:
Date:2026.01.08
10-59:16-08'00'
A-5
0
o'
U
W
W�
m
Q
H
O
vl>
j m
W0
- - - ' w>
U.1
J
� 3
W
E
I3= vuxaa�EAOER a
U W d Z
3 � m
n- ,R1 s�� x�rEAOER o O O
>L z
a a`
� <
+ry �
Q
0
- o 4
4 fQ
No change to roof framing
DATE
1/8/2026
SCALE:
Zoning Approval
January s,2026 SHEET:
ogiviry sienea eY nmereaa
Ameresia Lawlis E=a,s«i��aaL�wnr,=.,... J�
ate:201601.O8wlis n [�
0
o'
U
W
W�
m
Q
H
ELECTRICAL 5GHEDULE Z
2D 5YMBOL DESCRIPTION
rn>
LU�m
ELECTRICAL PANEL-RECE55ED Of w
_N
w
�J EXT LIGHT WIPH
w
2 Q
�] EXT LIGHT BASK o
3
J J
FLUSH MOUNT CEILING LIGHT w J
SLEEPINGjjrr� RM 3 _ SL EPING RM F
I N N E
I N
REGE55ED CAN LIGHT b" ` SLEEPING I M C v
BAR VANITY LIGHT a
p m
• I o� m � a`
E
THI5TLEGHANDELIER6 HALL
SLEEPING RM A 0 0
3
z
E
50 GFM BATH FAN �\ \ ® / SLEEPING RM E I o O Q
\ /
100 GFM WHOLE HOUSE FAN ON 24HR TIMER O \ - FALL ® x w
'V =
tn
J tn
\
HEAT PUMP �\ w (�
\ 'U m
-� FL
K n
Q
$ SINGLE POLE SWITCH //" ; SLEEPING RM D (� Z O
V Zug
$ TIMER V ~ 6 S
_ Z -Q
FAMILY _� d
\ — PORCH UP W Z
DRYER/RANGEPLUG /� _\ ADA RAMP
(Concrete)
® MICRO OUTLET
DUPLEX110V STORAGE
\\ F07-
\_; O Q
$ 4-WAY5WITCH
4 1\ OFFICE m
- d1
(E)DECK DINING K I tTtt4F \ -0 Z r-
$ 3-WAY SWITCH v 4
N
GFGI L
( [L
S
3
GFGI WP
DATE
DUPLEX
1/8/2026
Zoning Approval SCALE:
• January 8,2026
Digitally signed by Ameresia
Lae,lia SHEET:
DIN:C=Us,
Ameresia Lawlis E-alawlis@arlingtunwa.gov,
CN=Ameresia Lawlis
Date:2026.0W 1.08 E_1
10:59:16-06'