APPROVED BLD-RESUB 1-Architectural_Plan+12.10.2021_11.44.00_AM+2565605drafting
GENERAL STRUCTURAL NOTE
CODE
PLANS COMPLY WITH THE 2015 INTERNATIONAL RE51DENTIAL CODE.
CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING, AS REQUIRED UNTIL
ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT 15 THE CONTRACTORS RESPONSIBILITY
TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED.
DIMENSIONS TAKE PRECEDENCE OVER 50ALED DRAAIN65.
CODES:
ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED
I. 2016 INTERNATIONAL RESIDENTIAL CODE (IRC) WITH AASHIN6TON STATE AMENDMENTS
(NSA) EXCEPT CHAPTERS II AND 25 THROUGH 42 ARE NOT ADOPTED. APPENDICES F,O, d
U ARE ADOPTED.
2. 2016 INTERNATIONAL BU I LD I N6 CODE (IBC) WITH RASH I N6TON STATE AMENDMENTS
(NSA)
5. 2015 INTERNATIONAL MECHANICAL CODE (IMC) WITH WA5HIN6TON STATE AMENDMENTS
(N5A)
4. 2016 UNIFORM PLUMBING CODE (UPC) AITH AA5HIN6TON STATE AMENDMENTS.
5. 2015 INTERNATIONAL FIRE CODE WITH NASHINSTON STATE AMENDMENTS.
6. 2016 104ASHIN6TON STATE ENERGY CODE, RESIDENTIAL PROVISIONS (ASEG).
LIVE LOADS
ROOF-----52 PSF
FLOOR-----40 P5F
DECK-----60 PSF
FOUNDATION5
EXTEND FOOTINC79 TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500 PSF.
ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF I'-&" BELOA ADJACENT EXTERIOR
FINISHED GRADE.
CA5T-IN-PLACE CONCRETE
F'c = 5,000 P51 ® 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC. YARD OF
CONCRETE AND A MAXIMUM OF 6-5/4 6ALLON5 OF RATER PER a4# SACK OF CEMENT. NO
SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE 15 1-1/2 INCHES. MAXIMUM SLUMP
15 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL
CONFORM TO THE BUILDING CODE REQUIREMENT5 FOR REINFORCED CONCRETE. ALL
REINFORGIN6 STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN
P051TION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL
PLATES TO FOUNDATION AALL5 TO BE %" DIAMETER AITH 7 INCH MINIMUM EMBEDMENT INTO
CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE
PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. DIPPED
GALVANIZED CONNECTORS SHALL CONFORM TO A5TM STANDARD 155 AND HOT DIPPED
GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A655 CLASS 6-165. STAINLESS STEEL
FASTENERS AND CONNECTORS SHALL BE TYPE 504 OR 516. SIMPSON PRODUCT FINISHES
CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST
500 (STAINLESS STEEL). FA5TNER5 FOR DECKS AND PRESSURE TREATED AND
FIRE -RETARDANT TREATED WOOD SHALL BE ZMAX HOT DIPPED GALVANIZED (6165),
STAINLESS STEEL.
REINFORCING STEEL
ALL RE I NFORG I N6 STEEL SHALL BE PLACED IN CONFORMANCE AITH THE BU I LD I N6 CODE
REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR
REINFORCED CONCRETE CONSTRUCTION BY CR51. DEFORMED REINFORCING STEEL BARS
SHALL CONFORM TO A5TM A-615 FOR GRADE 40 FOR #5 AND SMALLER REINFORCEMENT AND
GRADE 60 FOR #6 AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE GOLD KITH
A MINIMUM RADIUS OF 6 BAR DIAMETERS (1'-'7" MINIMUM). CORNER BARS (2'-0" BEND) SHALL
BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR
DIAMETERS UNLESS NOTED OTHERWISE. UNLE55 NOTED OTHERWISE ON THE DRAAIN65,
REINFORCING STEEL SHALL HAVE THE FOLLOWING MINUMUM COVER:
CONCRETE CAST A6A I NST EARTH ---- 5 INCHES
CONCRETE EXPOSED TO EARTH OR HEATHER
% THROU614 #IS BARS ---- 2 INCHES
#5 BAR AND SMALLER ---- 1-1/2 INCHES
STRUCTURAL STEEL
STRUCTURAL STEEL SHALL CONFORM TO ASTM A56, f y=56000 1051. ALL AELDIN6 SHALL BE
IN CONFORMANCE WITH ASTM AND AWS STANDARDS AND SHALL BE PERFORMED BY AABO
CERTIFIED WELDERS. STEEL TUBING SHALL CONFORM TO ASTM A500, f y=50,000 PSI.
ALL LUMBER SHALL CONFORM TO AAPA GRADING RULES FOR AESTERN LUMBER, LATEST
EDITION. PROVIDE OUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL
WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH
AAPA UI AND M4 STANDARDS. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW:
2x FLOOR JOIST
HEM -FIR #2------------------- Fb = 850 P51
2x ROOF RAFTERS
HEM -FIR #2------------------- Fb = 850 P51
4x BEAMS
DOU6-F I R/LARCH #2---------- Fb = 850 P51
bx BEAMS
DOU6-FIR/LARCH #2---------- Fb = 850 P51
LUMBER NOT NOTED
HEM -FIR #2------------------- Fb = 550 P51
MISCELLANEOUS HANGERS TO BE PROVIDED BY SIMPSON COMPANY. ALL HANGERS SHALL BE
FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO
BE A-501. ANCHOR BOLTS INTO CONCRETE SHALL BE V DIAMETER AITH 7 INCHES OF
EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE
COMMON HIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH THE CURRENT I.B.G. SCHEDULE.
FLOOR SHEATHING
SHEATHIN6 SHALL BE 5/4 INCH TONGUE 8 GROOVE, A.P.A. RATED SHEATHIN6. SPAN RATIN6
46/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL
AITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & IO INCHES
ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR 5HEATHIN6 SHALL BE GLUED TO THE
JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE.
WALL 5HEATHINCG
SHEATHING TO BE 7f6" A.P.A. RATED SHEATHIN6. SPAN RATI N6 24/o• PANEL END JOINTS SHALL
OCCUR AT SUPPORTS. NAIL PANEL ED6E5 AITH 8d NAILS AT 6 INCHES ON CENTER AND 10
INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAAI1465.
GLU-LAM I NATED TIMBER:
LAMINATED TIMBER SHALL BE DOU6LA5-FIR/LARCH KILM DRYED. STRESS GRADE
COMBINATION OF 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS
BEAMS.
ROOF SHEATHING
5HEATHIN6 SHALL BE '/fb" A.P.A. RATED SHEATHIN6. SPAN RATING 52X6, INSTALLED WITH LONG
DIMENSION ACROSS SUPPORT. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL
E06E5 WITH SD NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE
SUPPORTS.
FLOOR FRAMING:
PROVIDE FULL DEPTH BLOCKING, FOR J015T AT THE SUPPORTS. FLUSH BEAMS AND HEADERS
NOT GALLED OUT ON THE PLANS SHALL BE 4x10 DF#2 UNLESS NOTED OTHERWISE. ALL
VERTICALLY LAMINATED COLUMNS AND HEADERS SHALL BE SPIKED TOGETHER WITH Ibd
NAILS SPACED AT 6 INCHES ON CENTER.
WALL FRAMING:
ALL DOOR AND WINDOW HEADERS NOT GALLED OUT ON THE PLANS SHALL BE 4x10 DF#2 AITH
ONE CRIPPLE AND ONE STUD AT EACH END FOR OPENIN65 4 FEET WIDE OR LESS. ALL
COLUMNS NOT GALLED OUT ON THE PLANTS SHALL BE (2) STUDS SPIKED TOGETHER WITH 12d
NAILS AT 12 INCHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN HOOD
AND CONCRETE. AALL5 SHALL HAVE A 51146LE BOTTOM PLATE AND DOUBLE TOP PLATE.
END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-I6d NAILS. FACE NAIL
DOUBLE TOP PLATE WITH Ibd NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES
WITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STA66ER SPLICES A MINIMUM OF
48 INCHES.
ROOF TRU55E5
TRUSSES SHALL BE PLANT FABRICATED OF DOU6LA5-FIR/LARCH OR HEM -FIR. TRU55
MANUFACTURER SHALL SUBMIT SHOP DRAAINC75 AND CALCULATIONS STAMPED, 516NED AND
DATED BY A NA514IN6TON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS SHOP
PRANINC79 TO MITCHELL EN6INEERIN6 FOR REVIEW AND APPROVAL PRIOR TO FABRICATION
OF THE TRUSSES. ROOF TRUSSES SHALL BE DESI6NED AS ATTIC TRUSSES WITHOUT STORAGE.
MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE
TIME OF INSPECTION, FOR THE INSPECTORS USE AND REFERENCE.
APPROVED
PLANS MUST BE
ON JOB SITE
City of Edmonds
Building Department
APPROVED Plans
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
�ROJEGi D�SG�IPiION
?ADD 5 FT ON THE EXISTING DECK W I DTH AND
?ADD ROOF (OVER.
ZERIHUN BROOK
176 52 6gTH AVE Val,
EDMONDS V fA 1 ia026-5600
PHONE: (206) 852-6g00
APPLICANT
JOSE PEREZ
DRAFTING NORTHWEST LLG
Ig21 76TH. AVE SE
LAKE STEVENS, WA ci8258
2062407006
draftnN®gmai1.com
17652 601TH AVE W,
EDMONDS WA g8026 -5600
City Of Edmonds
Building Department
Work DECK AND ROOF ADDITION
- - - -------------------------
Address 17632 69TH AVE W
Owner ZERIHUN
Approved Date
Building Official
12/30/2021
----------- - Gt
D----------/�-�-/-
Permit Number BLD2021-1098
NEW 2X6 WALL
NAIL
SIZE
NAIL SPACING
EDGES
STUDS
TOP/BOTTOM
PLATE
8d
6"
12"
6"
INDEX OF DRAWINGS
SHEET # DESCRIPTION
AO SITE PLAN
Al COVERSHEET
A2 EXISTING DECK FOUNDATION, PLAN AND FRAMING
A3 PROPOSED DECK FOUNDATION, PLAN AND FRAMING AND DETAILS
A4 ELEVATIONS
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Document date:
08/06/21
Document Phase:
FOR PERMIT
Document date:
11 /12/21
A— RESPONSE TO COMMENT #1
RESUB
Dec 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
WHEET
A10F A4
20024
drafting
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EXISTIN& LOWER LEVEL
50ALE: 1/4" = 1'-0"
(E) 25-0" (E) 21'-0"
(E) 16'-O"
EXISTIN& DESK
SCALE: 1/4" = 1'-0"
II I I I I I I I I I
II I I I I I I I I I
II I I I I I I I I I
II I I I I I I I I I
II I I I I I I I I I
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EXISTING DEC..,< FRAMING
50ALE: 1/4" = I'-O"
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Document date:
08/06/21
Document Phase:
FOR PERMIT
Document date:
11 /12/21
Ai —RESPONSE TO COMMENT #1
RESUB
Dec 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
WSHEET �
A20F A4
20024 'N
I VL/ \ CJI�CJ t— I
6X6 PT LRcLNEW ' W/ EGGLL66
W/ EGGLR66���6X10_DF2
"N,`, , ` ��r■■�i
SCALE: 1/4" = 1'-0"
3" EXTENSION AT
THE HOOK
2V2" EXTENSION AT THE HOOK
(I GLR FROM MPBZ)
22, (8)#4 VERTICAL W/
10" HOOK
FOOTING
#4 HORIZONTAL
y;`AJI TIES a 3" OG
SQUARE AND
DIAMOND SHAPED
TIES (5) TOTAL
°A SIMPSON
MPB66Z
COLUMN BASE
COLUMN BA5E CONNECTION
2X4 WALL
NOT SHOWN
FOR
GLARIT'r
PT 6X6 COLUMN
I
5TCEDAR
KE3A5F-
I
WRAP 8
BASE TRIM
2x WOOD TRIM
PER PLAN
(OPTIONAL)j
EGGLL66
POST GAP
KNEE
BRACING
NOT SHOWN T
—6XI2 PT BEAM
PER PLAN
PT 6X6 COLUMN
5IMP50N
MPB66Z
COLUMN BASE
(3)#4 HORIZONTAL
TIES o 3" O.G. SQUARE
AND DIAMOND
7757 FINISH GRADE
z
MUM 51ZE f
ITH I5"x15" 0
�� (8)#4 VERTICAL VV m
\\\ I I -_- -- M �� �/ 10" HOOK a
111AI A' FOOTIN6
V 4 aAll
4 d ' \��
FOOTING m v
PER PLAN
RAILING NOT
SHOWN FOR
CLARITY
P.T. 'XI2 DF#2
o
SIMPSON EGGLL66
COLUMN GAP
P.T. 6x6 -
POST
RAILING NOT
SHOWN FOR
CLARITY
5IMP50N 0066
COLUMN GAP P.T. 6xIO OR
6X12 PER PLAN
24" P.T. 6x6 W/ 5/4" dia. 24",
LAG SCREW (§ EACH
END W/ 4"
PENETRATION INTO P.T. 6x6
ALL LAG SCREW AND BEAM & COLUMN POST
FASTENERS SHALL BE ZMAX
HOT DIPPED GALVANIZED
(6155) OR STAINLESS STEEL.
SCALE: NTS
NEW DECK FOOTING, COLUMN AND BEAM CONNECTION DET
3A
EDGE
FIELD
SILL CONNECTION
Sd EAR TRANSFER
ANCHOR BOLT
ALLOINABL� SHEAR
u.ARK
SHEATHINS
NAILINP
NAILIN?
GLiFNEGT10N18
WIND SEISHIIC
NAILS
ANGLES t]
TOE NAILS n
ANGLES 2
5YV6
51N6LE SIRED
VOL.
12' O.G.
6" O.G.
90' OL.
4"OL.
24" O.G.
40" O.G.
540PLF
242 PLF
Sm
51%LE 51CW
4" O.G.
12' O.G.
4" O G,
20' OL.
4' O.G.
I&'' 04,
52" O.G.
4q5 PLF
353 PLF
W
SINGLE SIPP
9" O.G.
12' OL.
9" O.G.
16" OL.
4' O.G.
VOL.
24'OL.
657 PLF
456 PLF
SW2
SINGLE SIDED
2" O.G.
12' 0 G.
2" QL,
12" QL,
4' Q.G.
10" Q.C.
16" 0,G.
W2 PLF
5q5 PLF
5N14-2
DOUBLE SIDED
4' OL.
12' O.G.
2" OL.
10" O.G.
4' O.C.
V Of—
1610.6.
94O PLF
706 Pl_F
SNB-2
DOUBLE 91DED
3" O.G.
12' OL.
2" OL.
8" O.G.
4" O.G.
6" OL.
12" O.G.
1274 PLF
gilt F'LF
5A2-2
DOU%3 F SIDED
2" O.G.
12' OL.
2" OL.
5 1/2" 0.0
4' OL.
5" O.C.
6' O.G.
r1f,64 ?LF
111:10 PLF
NOTES:
I. FOP, LOCATION OF SHEAR WALLS, SEE PLANS.
2. PROVIDE (2) 2X STUDS FULL HEIGHT STUDS AT EACH END OF SHEAR WALL, U.N.O.
3. 1/16 A,P.A. RATED PLYWOOD OR O.S.B. INSTALLED HORIZONTALLY OR VERTICALLY.
4. ALL PANEL EDGES SHALL BE BLOCKED WITH MINIMUM 2X FRAMING, U.N.O. PROVIDE EDGE.
NAILING AT ALL 5UPPORT5 AND PANEL ED6E5.
5. PROVIDE 3X FRAMING AND BLOCKING AT ADJOINING PANEL EDGES MTH STAGGERED
NAILING AT ALL SHEARWALLS OTHER THAN SW6, AND WHEN, ANY OF THE FOLLOWIN6
CONDITIONS APPLY:
o) NAIL SPACINC7 15 SPECIFIED AS 2" O.G.
ka) NAIL5 ARE SPECIFIM A5 106 COMMON NAILS AT 5" O C OR LE55
a) THE ALLOWABLE SHEAR CAPACITY EXCEEED5 550 PLF FOR 511NOLE 51PEP
SHEAR WALLS OR 100 PLF FOR (DOUBLE SIDED SHEAR WALLS
*NOTE, (2) 2x FRAMING AND BLOCKING MAY BE SUBSTITUTED FOR 3x PER SCHEDULE 5N/53.
6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A SHEAR WALL AND NAIL 5PACING IS
LE55 THAN &" O.C. ON EITHER SIDE, PANEL JOINTS SHALL €3E OF7-SET TO FALL ON
DIFFERENT FRAMING MEMBERS.
1. ALL NAILS 5HALL BE 9d (d = 0.131 INCH) UNLESS NOTED OTHERWISE.
8. NAILS SHALL BE LOCATED 3/S" MINIMUM FROM PANEL ED&E5.
q. PROVIDE 16d COMMON NAILS BOTTOM PLATE TO RIM/6LOCKING WHERE REQUIRED PER
DETAILS.
10. PROVIDE SIMPSON LTP4 (HORIZONTAL) WITH (12) 0.151" X 1 1/2' (1148) NAILS PER SCHEDULE.
11, PROVIDE 16d TOE NAILS AT RIM/ELOCKIN6 TO TOP PLATE PER VeTAIL.S,
12. PROVIDE SIMPSON A55 SHEAR TRANSFER AN67LES WITH (12) Sd X 1 1/2" NAILS PER DETAILS-
13. ANCHOR BOLTS SHALL BE 5/8" DI A. (EMBEDDED T' MINIMUM) AT 48" O.C. MINIMUM UNLESS
NOTED OTHERA15E IN TABLE A50VE, WITH 5" X a" X 1/4" (4 1/2" X 4 1/2" X 1/4" AT
00U51-E-5IDED 2x6 5HEAR4NALL5) HOT DIFF'W GALVANIZED PLATE WA5HER5 (MINIMUM 2
ANCHORS PER SILL PLATE). PLATE WA5HEK5 SHALL EXTEND TO WITHIN 1/2" OF THE EDGE
OF THE SILL PLATE ON THE 5IDE(5) WITH 5HEATHING AT 51044, 5W5, AND SW2.
14. SHEARAALLS NOTED AS "FTAO" ON PLAN SHA__ BE BLOCKED AND STRAPPED PER
TYPICAL "FTAO STRAPS AT SHEAR HALL OPFN \S" DETAIL.
LINE O EXIST. ABV
________ _______________
I
I
------
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(E) PATIO - - - X__I
LL
I----- O jy--I
■6X6 ■6X6 ■6X6 F--- z --I
-
I I
I I
1
SHEAR YVALL 50HEDULE
SCALE: NT5
(Mouse,llM Iritnlau -
nw sdown} 1 W. Si RIA9
1 "Tpp.
LINE OF EXIST. DECK AB
V I I I I I I I I I(Sidingrtol
I I I I I I I I I � ShpwdllgrClantyl
I I I I I I I I I
I ' I 6-Strong-DrimPS)WIS 1MBER
LINE OF EXIST. I Sat R, {Matleto SE}W$I11](pp9i
STAIR TO REMAIN I 7,kg„�4' �IgIGkIflO 1pr � xUprtxlon5 Up Ilp
I I I I I I I I �x1(31124' Blacklnp lar ExTsnsronE � te3�4•
I I I I I I I I
JA5
NEW 6X6 PT W/ MPB66Z GOL
BASE ON 56"50RX12"T
TYP.
GONG. FTC. W/ (8)#4 E/W
TYP. ® 4 LOCATIONS
lA
NOTE:
ALL CONNECTORS SHALL BE BY 5IMP50N STRONG TIE
SCALE: 1/4" = 1'-0"
14'
Figure 5A
(side viewl
.
W
f
i
�
�� Cfl �Di9rllfl9
0 DrI I? AnGhoi
Figure 5h
FigurE 59
jside view)
lend view)
Dea Ledper
-)A
SCALE: NT5
ROOF FRAMING
PER PLAN
2X BLOCKING ® MAIN ROOF
JOIST W/ (5) Ibd NAILS PER
BLOCK TO JOIST BELOW
2X CONTINUOUS BLOCKING
W/ (5) IOd NAILS
T/SHEATHING
2X6 ® 24" OG
2X4 DIAGONAL BRACE 0
8"-01" OG W/ (5) Ibd NAILS
EA END
2X4 ® 45" OG W/ (2)
Ibd NAILS EA END
CONTINUOUS 2X4 TRIM
FOR FIRM BRACING
01�ERFRAMED TRU55
(E) 46-0"
KNEE BRACE DETAIL
2 SGALE:NTS
/ \ L—TRU55 PER PLAN
5IMP50N HI CLIP
a EACH TRU55
POST GAP LS50 ® 24" O.G.
E00/0066 IE
EAM PER PLAN
POST PER PLAN
ROOF BEAM DETAIL
'4 SGALE:NTS
j
P.T. 6x6 W/ 5/4" dia.
LAG SCREW @ EACH
END W/ 4"
PENETRATION INTO
BEAM 8 COLUMN
2'8"X6'8" DR
WALL FRAMING:
ALL DOOR AND WINDOW HEADER5 NOT GALLED OUT ON THE PLANS SHALL BE 4x10 DF#2 WITH
DN ONE CRIPPLE AND ONE STUD AT EACH END FOR OPENINGS 4 FEET WIDE OR LESS. ALL
COLUMNS NOT GALLED OUT ON THE PLANTS SHALL BE (2) STUDS SPIKED TOGETHER WITH 12d
6X6 PT 6X6 P7CKNAILS AT 12 INCHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN WOOD
AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE.
2X4 WALL W/ WINDOW OR SCREEN END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL
DOUBLE TOP PLATE WITH Ibd NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES
WITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF
48 1 NCHES.
00\1V DECK 0 DECK 1 NG
224 5F L DECKING LAID PERPENDICULAR TO JOISTS USING 1'/41NCH
(2X EXISTING DECKING) THICK (MIN) WOOD DECKING SUPPORTED BY JOISTS SPACED
EXIST. STAIR TO 16" O.G. MAXIMUM. ATTACH DECKING TO EACH JO15T WITH
-
Q
REMAIN
2-SD THREATED NAIL5 OF 2-#10 SCREWS. SPACE DECKING
LU v
BOARDS APPROXIMATELY Y8" APART. SEE DETAIL DI FOR
�t
Q 1.L.1
DECKING CONNECTION REQUIREMENTS TO RIM JOIST. DECKING
< Q
PLACEMENT MAY RANGE FROM AN ANGLE PERPENDICULAR TO
(bX6 PT
6X6 PT
THE J015T TO AN ANGLE OF 45 DEGREE5 TO THE JOIST. EACH
_ _ _
_ _ _
SW2
SEGMENT OF DECKING MUST BEAR ON A MINIMUM OF 5 JOIST.
SW2
2'-0"
11'-0"
I6'-O"
SECURE DECKING TOP
8
OF RIM JOIST WITH d
ATHREADED
NAILS OR #11)
�
� E Coo,,,,
x3"" MINIMUM WOOD
SCREWS 6" O.C.
50ALE: 1/4" = 1'-0"
!I
ATTACH RIM JOIST TO END
OF EACH JOIST WITH (3) 8d
THREADED NAILS OR (3) #8
®
x W MINIMUM WOOD
Z LATERAL TIES SPACE AS SHOWN
F
SCREWS
NEW JOIST
57x 8d or 10d
comme a naiLs
Nish Ode
DECK JO 1ST JOINT DETAIL
SCALE: NT5
Iw Hardware and fasteners in contact with
FROFOSED DECo<
F A INOpreservative-treated wood shallbe p ' hot -dipped zinc galvanized steel, I
stainless steel, silicon bronze or copper.
LATERAL TIES DETAIL SCALE: 1/4" = 1'-0" .In the absence of manufacturer's recommendations
5GALE:NT5 I a minimum of ASTM A 653 type G185 zinc -coated I
galvanized steel, or equivalent, shall be used. ■
L IRC R317.3.1 IBC 2304.10.5.1 I
I I 2-5tronA•;Drve Sr}1A -rIM$ER
Exta d �� SCM IModo1 No 50"n4DOD0i
- Into 98Ct1 gist
E&4 Sloe yr8
Film 6B ret&r L1TT1Z as Wa11 Rua
Q (wag aheatttng not shower far darity�
(end VW)
OTAL) PER DETAIL I
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CITY OF EDMONDS
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