BLD REV 1 APPROVED PLANSGENERAL NOTES:
1.0 GENERAL
THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY
DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES,
AND THE SITE CONDITIONS SHALL BE REPORTED TO THE OWNER, WHO
SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE
CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE
CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE
DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR
FABRICATION. THE CONTRACTOR 15 RESPONSIBLE FOR ALL BRACING AND
SHORING DURING CONSTRUCTION.
1.1 CODES
ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
REQUIREMENTS OF THE CITY OF EDMONDS: 2015 INTERNATIONAL RESIDENTIAL CODE
(IRC), AS AMENDED AND ADOPTED BY THE CITY OF EDMONDS AND THE STATE OF
WABHINGTON± A.G.I. 318, A.I.-S.C. 9TH EDITION, AND A.I.T.C. 3RD
EDITION.
1.2 DESIGN CRITERIA
A. LIVE LOADS
ROOF (SNOW) 25 PSF
FLOOR RES 40 PSF
FLOOR DECKS (o0 PSF
B. LATERAL LOADS:
WIND DESIGN CRITERIA:
1. BASIC WIND SPEED 85 mph
2. WIND IMPORTANCE, I W = 1.00 (CATEGORY II)
3. WINDOW EXPOSURE 'B'
4. INTERNAL PRESURE COEFFICIENT N/A (SIMPLIFIED WIND LOAD METHOD - 1609.6)
5. COMPONENTS AND CLADDING
ZONE
POSITIVE
PRESSURE
NEGATIVE
PRESSURE
1
l l.9 PSF
-133 PSF
2
11.9 P5F
-152 PSF
2 (OVERHANG)
-24.1 PSF
3
11.9 PSF
-152 PSF
3 (OVERHANG)
-24.1 PSF
4
13.0 PSF
-14.1 PSF
5
13.0 PSF
-11A PSF
TOPOGRAPHIC EFFECT FACTOR K =1.0 Tz
SEISMIC DESIGN CRITERIA:
1. SEISMIC IMPORTANCE, le = 1.0 SEISMIC USE GROUP I
2. MAPPED SPECTRAL RESPONSE ACCELARATIONS 8 =1.55% B, = .545,
3. SITE CLA58 : D
4. SITE RESPONSE COEFFICIENTS: 8 cls = 1.03% 8 c1l =.545
5. SEISMIC DESIGN CATEGORY: D
6. BASIC SEISMIC -FORGE -RESTING SYSTEM: BEARING WALL SYSTEM
1. DE51GN BASE SHEAR: 18.8 KPS
8. SEISMIC RE5PON5E COEFFIENTS: Cs =0.14
9. RESPONSE MODIFICATION FACTOR: R=6.5
10. SIMPLIFIED SEISMIC ANALYSIS RPOCEDURE
1.3 SOIL DATA
FOR LOCATIONS SEE SOILS REPORT. 501L BEARING g CONT. SPREAD
FOOTINGS = 2000 PSF. ALLOW 33-I/3% INCREASE FOR LOADS FROM WIND OR
SEISMIC ORIGIN. EQUIVALENT FLUID ACTIVE IORE85URE AND PA551VE
IORE85URE ARE 35 PCF AND 300 PCF, RESPECTIVELY.
2.0 SITE WORK
2.1 EXCAVATION
EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM
UNDISTURBED MATERIAL. AREAS OVER -EXCAVATED SHALL BE BACKFILLED
WITH LEAN CONCRETE (F'c = 2000 PSI), OR BE STRUCTURALLY FILLED PER
SECTION 22 AND SHALL BE AT THE CONTRACTOR'S EXPENSE.
2.2 BACKFILL AND COMPACTION
BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS,
5CREED8, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR
CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL . IN AREAS
UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE,
PLACED IN (o-INCH LIFTS AND COMPACTED TO AT LEAST 955ko OF MAXIMUM DRY
DENSITY AS DETERMINED BY AASHTO COMPACTION TEST, PROCEDURE T-180.
THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL.
3.0 CONCRETE 5 BACKS OF CONCRETE PER CUBIC YARD
3.1 GENERAL
ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS FOR
"ULTIMATE STRENGTH TYPE CONCRETE", PER ACI 301, "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDING." PROPORTIONING OF INGREDIENTS FOR
EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE
GIVEN IN ACI 301. PLACE CONCRETE PER ACI-304 AND CONFORM TO
ACI-604(306) WINTER CONCRETING AND ACI-605(305) FOR HOT WEATHER
CONCRETING. CONCRETE SHALL BE PLACED TO AVOID SEGREGATION,
HONEYCOMBING OR POCKETS. USE INTERIOR MECHANICAL VIBRATORS WITH
1000 RPM MINIMUM FREQUENCY. DO NOT OVER -VIBRATE. CONCRETE SHALL
BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS.
PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND
EXCE551VE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING.
PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT
LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOWN ON THE DRAWINGS.
ALL TIER AND ANCHORS SHALL BE CUT OFF FLUSH WITH THE BUF�FACE±
SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM
IRREGULARITIES.
3.2 STRENGTH
TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE:
SLABS ON GRADE : 2000 PSI± MAX SLUMP 3" (UNSUPERVISED)
FOOTING 4 WALLS: 2000 PSI± MAX SLUMP 4" (UNSUPERVISED)
THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOLITH
IS ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY WITHOUT
CHANGING THE WATER CONTENT OF THE ORIGINAL MIX DESIGN.
PROPORTION MIX ACCORDING TO IRC 1904.
3.3 MATERIAL: MATERIAL: CEMENT, WATER 4 AGGREGATES PER ACI 301
A. CEMENT MUST CONFORM TO ABTM 150, TYPE I OR TYPE II. ENGINEER'S
APPROVAL 18 REQUIRED FOR USE OF TYPE III CEMENT.
B. WATER TO BE CLEAN AND POTABLE.
G. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM-G33.
3.4 MATERIALS
A. WATER REDUCING ADMIXTURES: MUST CONFORM TO A5TM-C494, POZZOLITH
344N, POZZOLITH IOOXR, OR POZOLITH 122HE. POZZOLITH SHALL BE
INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS "SYNERGIZED PERFORMANCE SYSTEMS"
CONCRETE U51NG POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE
CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL. ADMIXTURES
AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE
CONTRACTOR'S J055ITE REQUIREMENTS. MAXIMUM SLUMP FOR
"SYNERGIZED PERFORMANCE SYSTEMS" CONCRETE SHALL NOT EXCEED 8"
USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
B. AIR ENTRAINMENT: CONFORM TO ASTM-C260 AND A5TM-C494, MB-AE-10
BY MASTER BUILDER ENTRAIN 5% +/- 1% AIR BY VOLUME IN ALL
EXPOSED CONCRETE.
C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR
APPROVAL IS GIVEN BY THE ENGINEER
3.5 REINFORCING STEEL
DETAIL, FABRICATE AND PLACE PER ACI-315 AND ACI-318. SUPPORT
REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES.
A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL,
MEETING ASTM A615, GRADE 60 FOR 05 AND LARGER
BARS, EXCEPT AS NOTED± GRADE 40 FOR 04 AND SMALLER BARS. SHOP
DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE
ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 REBARS
SHALL NOT BE BENT IN FIELD AFTER PLACING.
B. REINFORCEMENT IN ALL WALLS, SLABS, AND FOOTINGS SHALL BE
CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH
VERTICAL AND HORIZONTAL.
C. LAPS: ALL TENSION SPLICES ARE ACCORDING TO ACI 310-09, CLASS B
AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS, UNLESS NOTED
OTHERWISE.
D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 1-*5
TOP AND BOTTOM, EXTENDING 2'-6" BEYOND OPENING AT EACH CORNER
SEE TYPICAL DETAILS.
E. WELDING: TACK WELDING OF REBAR IS NOT PERMITTED UNLESS CALLED
F. MINIMUM REINFORCING: WHERE REINFORCEMENT IS NOT SHOWN ON
DRAWINGS, THE "BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE" (ACI 318-89) SHALL BE REFERRED TO FOR PROPER
REINFORCEMENT.
G. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS
FOLLOWS:
3" CONCRETE DEPOSITED AGAINST EARTH
2" CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TO EARTH
1-1/2" TO TIES IN COLUMNS, AND TIED REBAR IN WALLS
1-1/2" FOR BARS IN SLABS ON GROUND
3/4" INTERIOR FACE OF WALLS
H. WELDED WIRE FABRIC: ASTM-AI85 AND A5TM-A82
J. MINIMUM STEEL REQUIREMENTS FOR CONCRETE WALL USING 04 REBAR
HEIGHT VERTICAL HORIZONTAL
014118" O.C. 18" O.G.
6'-9' 1(o" O.C. 10" O.G.
3.6 FOUNDATION ANCHOR BOLTS
5/8" STEEL BOLTS, WITH 1" MIN. EMBEDMENT INTO CONCRETE. PROVIDE A MIN.
OF (2) BOLTS PER SILL PLATE. ANCHOR BOLTS SHALL BE PLACED AT 12" O.G.
FOR ONE STORY, 48" O.G. FOR TWO STORY RESIDENCES AND REFER TO
LATERAL ENGINEERING FOR THREE STORY RESIDENCES. ADDITIONALLY, ONE
BOLT MUST BE NO LESS THAN 1" FROM EACH END OF EACH INDIVIDUAL SILL PLATE.
ANCHOR BOLT WASHERS MUST BE A MINUMUM OF 3"x3" (SQUARE) x 3/16" (THICKNESS)
4.0 CARPENTRY
4.1 ROUGH CARPENTRY
ALL 2x FRAMING LUMBER SHALL BE STUD GRADE DOUG-FIR FOR STUDS AND
STANDARD OR BETTER FOR PLATES OR AS SHOWN ON THE DRAWINGS OR BELOW.
ALL 2" LUMBER SHALL BE KILN DRIED (KD) OR SURFACE DRIED (81D). EACH
PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER
INSPECTION BUREAU SHOWING GRADE MARK OR APPROVED EQUAL. OTHER
MATERIALS AS SHOWN BELOW
2x 4 3x STUDS - STUD GRADE DOUG-FIR
2x JOISTS - 01 DOUG-FIR
4 x 4 4 4 x 6 COLUMNS - *1 DOUGLAS FIR
6x HEADERS - *1 DOUGLAS FIR
4x HEADERS - *2 DOUGLAS FIR
ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE
SHALL BE PRESSURE TREATED.
4.3 CARPENTRY HARDWARE
A. BOLTS SHALL BE ABTM A-301.
B. WASHERS SHALL BE MALLEABLE IRON WASHERS(MIN).
C. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY.
D. LAG SCREWS, SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION.
E. ANCHORS AND CONNECTORS SHALL BE 51MP50N, TECO, BOWMAN OR OTHER
ICBO APPROVED.
F. PROTECTION HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN
UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED.
4.4 MINIMUM NAILING - PER 2015 IRC
4.5 GLUE -LAMINATED TIMBER
ALL STRUCTURAL GLUE -LAMINATED TIMBER, MATERIALS, MANUFACTURE AND
QUALITY CONTROL SHALL BE IN CONFORMANCE WITH VOLUNTARY PRODUCT
STANDARD 10.6.56 "STRUCTURAL GLUED LAMINATED TIMBER", AND ALL
MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PLIES
SHALL BE DOUGLAS FIR COAST REGION. CAMBERS ARE AS SHOWN ON THE
DRAWINGS. ALL MEMBERS SHALL BE EITHER COMBINATION 24F-V4 (SIMPLE
SPAN) OR 24F-V8 (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE.
ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED WITH
WATERPROOF ADHESIVE PER P.S. 56. ARCHES SHALL BE COMBINATION
24F-VS AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE.
5.0 MISCELLANEOUS
VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE
ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS
ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING,
ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO
MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL
OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN.
6.0 TABLE OF AREAS
LIVING AREA 4543 SQUARE FEET EXISTING
LIVING AREA 211 SQUARE FEET PROPOSED
LIVING AREA 4814 SQUARE FEET TOTAL
NEW GARAGE 250 SQUARE FEET
NEW DECK 1008 SQUARE FEET
7.0 ENERGY WINDOWS 30 'U' VALUE
DOORS 20 V VALUE
2015 WASHINGTON STATE ENERGY CODE
CREDIT:5a: ALL SHOWER HEADS AND KITCHEN FAUCETS SHALL
BE RATED AT 1.15 GPM OR LESS, AND ALL OTHER
FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS.
EXISTING MEDIUM GAS FURNACE 15K BTUH
FILTER FABRIC
SECURED TO 2" X 2"
14 GA. WIRE FABRIC
EQUAL
CD
8"- 12"
8"
PLACE 3/4"-1,5" WASHED GRAVEL IN
THE TRENCH AND ON BOTH SIDES OF
FILTER FABRIC FENCE ON THE SURFACE,
0
i
ICONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE
STRAW BALES TO INSURE PROPER ER❑SI❑N CONTROL,
'C190-199v
NO OVERHANG MORE
THAN 18" INTO THE -
SETBACK
FILTER FABRIC MATERIAL IN
C❑NTIN❑US ROLLS. USE STAPLES
OR WIRE RINGS TO ATTACH
FABRIC TO WIRE.
I I I I
II II
II WIRE MESH SUPPORT FENCE
TO SUPPORT FILTER FABRIC,
II II
II II
I�Illll�lillllll111lll���llllllllllllll�l���illl�,�� I „III„i���lll�llll�
I I __ ________
BURY BOTTOM OF FILTER
MATERIAL 8" TO 12"
II II
I I 6' MAX. I
u
2" X 2" WOOD POSTS OR
EQUIVALENT
CITY INSPECTI❑N REQUIRED ON ALL
ER❑SI❑N CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
C ITY OF EDMONDS
APPROVED HYV I S I U N ATE STANDARD DETAIL
FILTER FABRIC FENCE FlLTRATION SYSTEMS
DATE 7/24/01 SCALE NTS DWG No. E1.1
FILTER FENCE PER CITY
/
/ INC G.O.
STANDARD DETAIL ER-1300
C-11-
/
---
E'kISTINC
_ /
j
NOTE:
ALL DISTURBED AREAS TO NEW
/ TUB /
/
I EXISTING/ / /
NOS IB /
I
/
E 'n
BE COMPOST AMENDED PER
2014 SWMMWW BMP r.5.13. DEGI� �Ss /
I
I I�
arag
A Hi� T48" INT I I I \
SETE4,Ac:
/ y
EXIs�N
DEC / L_ -I- - - -
FIRE \
rb 252.24'
---------- POWER - - - _ - -
NO GARAGE
ADDITION
EXISTING
PAVED
DRIVEWAY
0�
/ I PIr
� Exiting \ \\ I --------------- WAT1=1z--------� - - - - - - ry
TEMP. STOCK _ _ - - - - - -
u,, _ _--------
PILE,COV�R/ I` � I IV�I,ISe I - ---GONGXIST( ETE----------SEWER------- � � NOTE:
W/I 24 Hi�S. I J WALKWAY NO STORM
/ /EW I I En, bse - I / IN STREET
PE IOUs I EX t / / EXIST NG
/ / COVE�ED /
68" HIGH I I Cj �r�l l � I PORCH
REM I VE I eck8 \\ \
/ / EXIS�ING I
/ - DEC _ -
/ T- G------- -6-- - - -
-c/ I
Cover-ae Calc„
EXISTING BUILDING FOOTPR*G`
3,805 SQ.F .
NEW FOOTPRINT
113 SQFT.
EXISTING DECK TO BE REMOVED -80 SQ.FT.
OT t5UILDING5 F PRINT
3,898 SQFT.
LOT AREA
28,634 SQFT.
PERCENTAGE
0.136
Impervious Calc,;
XIS IDENCE
3,341 SQ
EXISTI G COVERED PORCH
110 SQFT.
EXISTING HOT TUB
25 SQ.FT.
I N RIVEW
4,635 SQFT.
TOTAL IMPERVIOUS
8,111 SQFT.
LOT AREA
28,634 SQFT.
PERCENTAGE
0.283
Tax Account Number; 21032400212400
Zoning; RS-12
ite Pan
SCALE: 111=10'-0"
02
269.93'
Height Calc,;
A:
106'
B:
106'
C:
109'
D:
109'
TOTAL = 430.00'
AVERAGE GRADE = 101.50
ACTUAL HEIGHT: 131.83 (EXISTING)
ALLOWED HEIGHT: 132.50'
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eri,ce C4wfer
BUILDING OFFICIAL
Mar 11 2021
APPROVED DATE
REVISION
Mar 08 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
■IIIIIIIIIII ■L�IIIIIIIII
■ IIIIIIIIIII ■■ IIIIIIIIIIII
Q
LU
W
LLJ
j
5
J
C�
LU
L-L]
`n
(�
III
D
Li
>
�zQ�-
Q
� N
00
W
-
�
-ow�LO
Z
U
o0
_
N
z O
8
m
CO
Lyj
0
N
Z 0
0 00
0)
Q Z
® 0
0
W Z
Z
WQCO
a0Q
Fn l
Q®
Z
�v0
W L1J
GENERAL NOTES,
SITE PLAN
W120311$111111111Na
DESIGN DGW
DRAWN DGW
ISSUE DATE :05/03/20
LATEST REV. : 03/03/21
z
O
N
.
4
�3 LLI 4
Q
LLU
LL
KITCHEN
JENNAIRE C-203 82
Imm
1.5
LAUNDR`I'
NUTONE QT-100 62
Imm
1.5
M. BATH
NUTONE QT-50 62
Sm
1.5
POWDER
NUTONE QT-50 62
Sm
1.5
SOURCE SPECIFIC
FAN
SCHEDULE
NO SCALE
BORED HOLES -MAXIMUM SIZE IN HOLE00%
OF WIDTH
2x4-2.1" (2-1/6") DIA. HOLE
2x6-3.3" C3-5/16") DIA. HOLE
NOTCHES -MAXIMUM DEPTH, 409-
OF
WIDTH.
2x4-1.4" (1-3/16") DEEP NOTCH
2x6-22" (2-3/16") DEEP NOTCH
5/6" MIN.
EDGE
DISTANCE
STUD
PORTION OF STUD REMAINING AT NOTCHES OR HOLES
SHALL BE SOUND WOOD WITHOUT EXCESSIVE STRENGTH -REDUCING
PROPERTIES SUCH AS KNOTS, SPLITS, EXCESSIVE SLOPE OF
GRAIN, ETC.
INTERIOR NONBEARING WALLS
STUD PENETRATION
NO SCALE
BORED HOLES -MAXIMUM SIZE HOLE,
OF WIDTH
2x4-1.4" C1-3/8") DIA. HOLE
2x6-22" (2-3/161) DIA. HOLE
BORED HOLES IN DOUBLE STUDS -MA
SIZE IN HOLE IN DOUBLE STUDS 60%
WIDTH. NO MORE THAN TWO ADJOININC
DOUBLE STUDS TO BE BORED.
2x4-1.4" C1-3/8") DIA. HOLE
2x6-22" (2-3/16") DIA. HOLE
NOTCHES -MAXIMUM DEPTH, 25% OF WI
2x4-.8-1" (1/6") DEEP NOTCH
2x6-1.3-1" (1-3/8") DEEP NOTCH
WIDTH
5/8" MIN.
EDGE
DISTANCE
STUD
EXTERIOR WALLS AND BEARING WALLS
STUD PENETRATION
NO SCALE
0
2x SOLID BLOCKING (EXCEPT
Lu
WHERE ENDS OF JOISTS ARE
NAILED TO A HEADER. BAND
OR RIM JOIST OR TO AN ADJOINING
=
U
STUD OR 5 f OTHER APPROVED MEANS)
z
OT 0-1
_4
O
NOTCHES NOT
Ll Fl
PERMITTED WITHIN
NOTCHES WITHIN
THIRD OF SPAN, BUT
BORED HOLES ARE
BORED HOLES
1/3 SPAN EACH END
PERMITTED
ALSO PERMITTED
STANDARD JOIST
PENETRATION
00
1
ast Elevation
SCALE: 1/4" =1' -m"
Elevation
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Erica Carfer
BUILDING OFFICIAL
Mar 11 2021
APPROVED DATE
AND
REVISION
Mar 08 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
■IIIIIIIIIII ■LIIIIIIIII
LIIIIIIIII
■IIIIIIIIIII ■■IIIIIIIIIIII
it
n,-
Q
W
W
LLw
W
LLJ
U)
0
z
>
�z��
Q
Q
N
r� N
00
W
—
0)
—
0
w
LO
°°
Z
_
N
z 0
�m(L�
0
N
Z 0
0 00
z
® 0
0
W Z
Z
WQCl)
00Fn cr
W ♦)°`
cr >-
Q
Z
�v0
V) 2
CM o
Im 00 W
EXTERIOR
ELEVATIONS
PROJECT NO.
DESIGN : DGW
DRAWN : DGW
ISSUE DATE :05/03/20
LATEST REV. : 03/03/21
A2
17' Cl H. DEV�
1 ROOF
VIA i1601Lc A 0011 11"1
At park. Sv o-,,.t" ( r--lo4�: b1 o[,wr►9 �av�
�2, �ac.�• S i ZP �a- b e ae rv� W' v r A Ir � '
,N1"-3T D,15 �rorn
W0CA, rn�
hif-a M r0.c*-'' fln
(-6 wrav d beo m
xi- 51,N1i l a-r
tvh d ►-; ovl�
ovf
Sl
ry,e, ktwlf �, sk 1
�
a
h d a*- -er d s r ocif
(,ro 1a60s) 3�12xCI GL15
24-p—V r$
MTS '>Iy&f u�
.each s z de a�
beaw. — l4eY\51 h
b � ckl Sf-u-n cc, to
kir,d�r — van ► n - van
�.�) IOj -C Ole hails iv
kcaLdcv' . Exce 55 stra p
t-e.vk gVf" 60� b-e
a.V,ouVX A b o*m. 0E c
bz4sn .
•—
�5 �I a
bCa►'+'�
4-� v 64t
Le) j .
l-�e crier h o �� ow � t V ; e,w - fYow" i +� s i d e — Ina.►-d kA)&y)e ,
c,a.v\ 1,)4e. i r\-7i-zd Ie d c h e citide.)
MSTcA-S
cr-> -b
'j kov44' ,vvZf'
4
I•.a1 f
t
-tom of bean
studs
y I.TP4 -�o m sFvr,OS
C4� LT P4 fynm
StvdS to add.
� S��a c cht" W.U/I
rot
t
2 STRAP DETA
6,4 v V-�
e
s�
On eX� eri vr� Vs� -
NI S-rw 4-v w i 44x
Z-vV�o-X LoO�'�'►d
1344
l4e"2, toil
Amu lte, ot
L1A-) Ll l 'CfAV,&S
OZ66 m 0-etw'e-e t) sF ; A ors
► 'xi
II C,ub C Sto�i/
sty &-�S
-� vy\ o-�-� w t d+t-, o-f
%cct►yn oc�tv--
M'5TA 4-h'aP i�tcu-
�w�► 6 I S
C Le C�) (0j" uk�.ls
4 4e,-e,� bzct m r,-Aj )m9
vy- 0 v I de, -�L l I V1-61 I�J-
S` d �a,� �� � Siya-
3 B E A M D E T A wv-ewi beam s ;Li-ktj h
SMALL ME
AWNING W
KNEE -BR/
oc
i
0C
oc
0C
N
: 1orth
'
Elevation
26909 k�
�AL
SSIONALE�G
3/5/2021 - D'efails 1-3 ONLY
Z
w
0
CD
Q
N
z
—
J
Q
O 00
00
rn I
W
~
—
�w�o
z-0
Q
N
F- �
Z p
I)
mD W
—0
Y �
0
N
z
0
0
00
C)
0
Q
U
W
z
U
z
C)
z
W
Q
u�
O
Q
u�
LL 1
Q
m
U
z
O
v
—
V-)
0
m
00
W
EXTERIOR
ELEVATIONS
PROJECT NO.
DESIGN DGW
DRAWN : DGW
ISSUE DATE : 05/03/2,
LATEST REV. : 03/03/2'
AJ
BUILDING OFFICIAL
Mar 11 2021
APPROVED DATE
36" RAIL
COMPOSITION ROOFING OVER 3OL5:
ROOFING FELT (INTERWOVEN) OVER
1/2" APA RATED SHEATHING OVER
2x4 RAFTERS AND CEILING JOISTS
AT 24"O.C. WITH R-49 INSULATION
WIND BAFFLE (P GLR. MIN.)
VENTED BLOCKING
MATCH EXISTING
METAL GUTTER
WITH 1x8 FASCIA
DOUBLE 2x6 TOP PLATE
5/8" GYPSUM WALL BOARD
MATCH EXISTING
SIDING PER ELEVATIONS OVER
15L5. BUILDING PAPER OVER -1/16"
APA RATED SHEATHING OVER
2x6 STUDS AT Iro"O.C. WITH
R-21 INSULATION AND 1/2"
GYPSUM WALL BOARD
2x6 SOLE PLATE
2xI0 RIM JOIST
DOUBLE 2x4 TOP PLATE
3/4" T/G APA RATED FLOORING -
OVER 2xI0 HF NO.2 FLOOR
JOISTS AT fro"O.C. WITH 5/8" G.W.B.
2x4 STUDS AT 16 "O.G.
4" CONCRETE SLAB ON
BLACK 6 MIL VAPOR
BARRIER ON 4" OF CLEAN
SAND OR GRAVEL
2x4 PRESSURE TREATED MUD SILL
WITH 5/8" A.B. AT 48" O.G. AND
WITHIN 12" OF ENDS, MIN. 7" EMBED.
(USE 3"xV'A/4" WASHERS)
EXISTING AND
FINISHED GRADE �4
(1) NO.4 BAR TOP AND
(2) NOA BARS BOTTOM
CONTINUOUS AND NO.4
VERTICAL AT 16"O.C. I`
(ALTER HOOKS)
FOOTINGS TO REST ON FIRM
UNDISTURBED SOIL
WALL SECT.
SCALE = 1/2" = 1'-011
EXISTING ROOF STRUCTURE
DOUBLE 2x6 TOP PLATE -
WITH HI CLIP, EACH TRUSS
�7
Z
N
X
w
Z
0
O
ff
Z
w
4
dJ
O
0-
d
III 61I 311
@ GARAGE
SIDING PER ELEVATIONS OVER 15 LB.
BUILDING PAPER OVER -1/1ro" APA
RATED SHEATHING OVER 2x6 STUDS
AT 16" O.G. WITH R-21 GATT INSULATION
AND 1/2" GYPSUM WALL BOARD AT
X
THE INTERIOR
Z
N
3/4" T/G APA RATED FLOORING
X
(GLUED AND NAILED) OVER III II I w
MATCH EXIST. TJI FLOOR JOISTS AT 16"
O.C. WITH R-30 GATT INSULATION
2x6 SOLE PLATE
MATCH EXISTING RIM JOIST
L
2x6 PRESSURE TREATED MEF-50
WITH 1/2" RND. x 10" ANCHOTS
AT 48" O.G. AND WITHIN 12"
ENDS, MINIMUM -P EMBEDMENT
(USE 3"x3"A/4" WASHERS)
(1) NO.4 BAR TOP
AND (2) NOA BARS
EXISTING AND - Z
BOTTOM CONT. AND
"
FINISHED GRADE
VERTS. AT 4
O.C.NOA
O.C.
N
`� m
BLACK
6 MIL VAPOR
-
BARRIER-sicO
sic Z Z
4" PERFERATED DRAIN PIPE,
�,
CONNECT TO STORM SEWER
77-7
WALL SECT.
DIN NG
SCALE: 3/4" = 1'-m"
161I
op 3'-10 3/4"
0
FF
REMOVE EXISTING
DECK
114
U
OW811
'
z
TI ITH
,
MP.
ENCLOS.
50
® N
-
existing
g
8
bath
2-
KING10114
i
ain
SCALE: 1/4"=1'-mll
C{i
deck
120x6
TEMP.
FIREPLACE
REMAINS
den
14.75x13
I
\
- - - - - - - - - - - - -
1'1=IT-
26 closet
13.5x8
POLE/SHELF
NOTE:
VERIFY SMOKE DETECTORS
IN EACH BEDROOM AND IN
EACH HALLWAY, TYPICAL
EACH LEVEL, INSTALL
HARDWIRED UNITS IF NEEDED
existing
master bedroom
10 X 5�
EGRESS
bevel
N
UP m
Cn
�'-211
4'-0
L
balcony
deck
11'-mll
GAS OVERHANG EDGE
FIRE PIT
19'-5 1/2" 12'-0 1/2" 0
9'-8 3/4"
16 xgp�
TEMP.
0
BUILT- INS
e-din i�ag seating area
N 17x11 •5 13x12.75
_ gteat room REMOVE EXISTING
WALLS (TYPICAL)
15x19
GAS FIREPLACE INSTALL 10'-0"
PER MFG. SPECIFICATIONS
0
42" HIGH
T 7 /I o o
EATING BAR
°
°
I I
C�
kitchen
BUILT-INS
0
19 X9
tt
4'-3 1/2"
GAS RA E WITH 15'-I 1/4"
100 CFM AN V.T.O.
-
�H
NDR.
INK
-
<
0
48" FRIG.
UP
05 0000
POLE�5HE
existing
W WC
PANTRY
en tr y
COATS
x3
�4\
26
2-
26
F_I;
�
36x6
WITH \
`r
TEMP.
GLASS
DOWN
ADD BRICK VENEER
TO THESE AREAS
oor an
EXISTING: 2,598 SQUARE FEET
NEW: 211 SQUARE FEET
TOTAL: 2,869 SQUARE FEET
F
III
_j
existing III, J
covered laundryy hall
10x14.5 m D
porch 3 I
0
\ m
VENT DRYER OUT V
THE NORTH WALL OR J 28 28
�❑ THE ROOF L
lmm GFM FAN,
WHOLE HOUSE
�� EXHAUST
ELEV OR
01 (BY ERS),
�4 SIoK W SHE DRYER IFY LL
D ENSIO )
10'-0 3/4" d4'- I :0 /All
14'-11 1/211
garage
12x20.75
roY-3 3/4"
office
10x16
NG MASONRY
IST(E
LACE
11 V LT SMOKE DETECTOR
-CONNECTED WITH
UINI
TERY BACK UP - TYP.
26 26
closet
12.5x3.5
x
N
IRV
mechanical
N REMOVE EXISTING
DOOR, FRAME IN
in
NOTE:
5/8" TYPE 'X' G.W.B.
ALL GARAGE AREA,
WALLS, CEILING, POSTS
AND BEAMS
1 3/8" SOLID -CORE DOOR
WITH SELF -CLOSING HINGES
El
garage
23x26-31
0 0
ELIMINATED GARAGE EXTENSION
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Erica Garfer
BUILDING OFFICIAL
Mar 11 2021
APPROVED DATE
it
aX
REVISION
Mar 08 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
■ II IIIII (III ■��IIIIIIIII
■ II IIIII (III ■■ (III (III (III
Q
W
W
w
j
z
5
JoCn
W
LLJ
U)
oLILJ
LILJ
>
�
Q
N N
0 00
00
W
z
—
<
°'
Z
0
w
< LO
°°
_
N
z 0
LLJ
�1
Z
O
0
00
0)
®
O
0
w
Z
Z
WQ�
o0a
Fn
I
w>-
cc
Q®
Z
�v0
�
0)
00
W
MAIN LEVEL
FLOOR
PLAN
91015104111111,11161
DESIGN DGW
DRAWN DGW
ISSUE DATE :05/03/20
LATEST REV. : 03/03/21
3/4" T/G APA RATED SUBFLOOR
2x SOLID BLOCKING
FLOOR JOISTS
(PER PLAN) -
BEAM PER
LPCZ4
Z
d
POST PER PLAN fl-
SIMPSON P5644 OR P5666 w
SEE PLAN FOR POST SIZE
0
a a
PER PLAN
ISOLATED FOOTING
SCALE = 1" =1'-O"
P.T. POST PER PLAN
P5544 (ZMAX)
NO.4 BARS, EACH WAY
(PER PLAN)
EXISTING AND
FINISHED GRADE
L-J
PER PLAN
aDECK POST FOOTING
2 SCALE = P =1'
1-1/2" ROUND MIN.
CONT. HANDRAIL
BALUSTERS TO CONFORM
TO IRC R312
LJ
2x12 P.T. TREAD -
2x4 P.T. THRUST
BLOCK WITH 1/2"
ROUND C INCH
ANCHORS AT
24" O.G.
EDGE OF DECK,
OR HOUSE
CONCRETE PATIO
WITH 8" THICK-
ENED EDGE AT-]
BEARING
(3) 2x12 P.T.
STRINGERS
TYPICAL EXTERIOR STAIR
NO SCALE
NOTE:
USE LAMINATED GLASS WHERE SKYLIGHTS ARE MORE THAN 16S.F.
IN AREA OR MORE THAN 12 FEET ABOVE A WALKING SURFACE OR
ACCESSIBLE AREA (OTHERWISE SAFETY GLAZING IS ADEQUATE)
2x RAFTERS OR TRUSSES
AT 24" O.G. (SEE PLAN)
DOUBLE HEADERS AT q�
SPANS GREATER THAN ,Qc
4'-0" O O�
2x4 LIGHT WELL
(R 4 REQUIREDO.C.
Ur)r)er
SCALE: 1/4" =1' -m"
2x CEILING JOISTS C
TRUSSES AT 24" O.C.
(IF REQUIRED)
-4SKYLIGHT/LIGHT WELL
NO SCALE
bevel
Floor
Ex—
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eri -1 Geer
BUILDING OFFICIAL
Mar 11 2021
APPROVED DATE
REVISION
Mar 08 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
■IIIIIIIIIII ■LIIIIIIIII
LIIIIIIIII
■ IIIIIIIIIII ■■ IIIIIIIIIIII
it
cj:�
Q
W
W
w
W
(�
Ld
D
z
w
CD
Q
oo
N N
rq
DD
.J
—
0
w
Lo
°°
Z
_
N
z 0
�m
LyLl C-\-"-
0
N
Z 0
0 00
Z
® 0
0
W Z
Z
WQCl)
00Q
c®
cr
W >- ♦♦ ),
Q
Z
�v0
0)
CM
Im 00 W
UPPER LEVEL
FLOOR PLAN
PROJECT NO.
DESIGN : DGW
DRAWN : DGW
ISSUE DATE :05/03/20
LATEST REV. : 03/03/21
A5
EXISTING
BUILDING PAPER ON
7/16" APA RATED 5HEATHIN6
ON 2x6 STUDS AT 16" O.G.
P AIR SPACE
ADDED BRICK VENEER WITH
22 GA. x P ANCHOR
TIES AT 24" O.C. VERT.,
12" O.G. HORIZ.
3/8" WEEP AT 32: O.G.
CON. MTL FLASHING _
FINISHED GRADE
ADDED BRICK VENEER
SCALE = P=1'-O"
VARI
(2) 2x TOP PLATE (S E P
WINDOW HEADER (IF APPLICABLE)
(SEE FRAMING PLAN FOR SIZE)
NAIL SHEATHING TO HEADER
AT 6" O.G. BOTH WAYS (OR PER
SHEAR WALL TABLE)
(2) 2x STUDS, NAIL SHEATHING
TO EACH STUD
Sd NAILS AT 6" O.C. (OR PER
SHEAR WALL TABLE), AT ALL
PLATES, HEADERS, AND STUDS
SHEATHING (PER WALL SECTION)
STHD14RJ TIE ANCHOR (NAIL
TO BOARD FORM. BEND UP
AFTER CONCRETE CURES.)
USE (30) 16d SINKERS EACH
(MINIMUM 1 1/2" EDGE DISTANCE)
2x P.T. PLATE, NAIL SHEATHING
70 RIM JOIST AND BOTTOM PLATE
ANCHOR BOLTS PER SHEAR WALL
TABLE OR WALL SECTION WITH
MINIMUM -1" EMBEDMENT (USE-
3"x3"x.1/4" PLATE WASHERS)
FLOOR JOISTS (REFER TO PLAN
FOR JOIST 51ZE AND DIRECTION)
LATERAL SHEAR
:2)
WALL DETAIL NO SC
FLOOR JOISTS (PARALLEL
OR PERPENDICULAR, SEE -
FRAMING PLANS)
16d PLATE TO PLATE
RIM JOIST
TYPICAL NAILING
SIMPSON LTP5
(OR A35'S ABOVE)
16d PLATE 70 PLATE
FOR SHEAR WALL COMPONENTS
SEE FRAMING PLANS
uo
SIMPSON A35
(OR LTP5'S BELOW)
Iiiii")SHEAR WALL NAILING
SCALE = V=1'-O"
FIELD NAILING PER
SHEAR WALL SCHEDULE
2x6 STUD
PANEL EDGE NAILING
PER SHEAR WALL SCHEDULE
LAP SHEATHING CONTINUOUS
ACROSS END STUD OF
PERPINDICULAR STUD
PANEL EDGE NAILING
PER SHEAR WALL SCHEDULE
FIELD NAILING PER
SHEAR WALL SCHEDULE
EXTERIOR WALL SHEATHING PER SHEAR WALL SCHEDULE
SHEARWALL
.4
zm SCALE: 1" = I'-m"
is
NEW 4xI0 HF NO-2--1 rr-�
L— J L J L J I L
I_ '-8" _ '-11
NEW 4xI0
L _AF NO L - j
NEW 44 P O� F_I I F_ I�
L1/2
X I I�
gyp•
x
lit
I- —1J J L----J L L JL--7. L
I J L _j
I — — — — — I
r\DTT2Z AT EACH �d
END OF 1/2" ATR
-18"x18"x12" CONCRETE PAD WITH (5) 8DS
1/4 A 1/2 SCREWS
WITH (2) NO.A BARS, EACH WAY TO ADJACENT JOIST
(USE LPCZ4, P5844) (SEE DETAIL 1/A0)
F
L J
F_ -1 F_ -1 F F
L -1 L L J L
6'-0
f;pEM0vE EXISTING
� DECK
0
� I I
-m"
� � L� �L �
L J L L J
L El J L El J F—
I
Foundation
SCALE: 1/4" =1'-m"
Plan
NEW 4xI0 HF NO2
LL 7
fiT L J L J
P.T. 2x8 DE K J IS7
AT 16" O.C. (TYPICA )
I I
I I ISI
�
8" PONPRETE W,I4LL ION
16"�c8" TONGRE7IE FOOTING
DRILL, IN, AND EPDXY—
(3) NOA 5A� S I1 TO
EXISTING F�OUNDJAT1
F_ 13 -1 F_
L �
4x4 HF NO2 POSTS WITH
PBS44 ZINC, PC44 ZINC (TYP)
9 -m" 10'
1' 2 1/2' 11'-0"
n 6,
Q
24"x24"x12" CO CR TE ADS I r
WITH 3) N .4 AR , E CH WAY 18"xl "A2" C NCRIETE PA
T PI AL HIS BE LI qE WITH (2) IqO.4 BARS, EA
GH WA
( SE PG 4, 54 ) TYP GA THI BE M INE
(US LP Z4, BS 4) _
E Axle NF�I I I I F_I I
.. 0
J L J LI Kee k
J I L J
3'- 1/2401
I I 0
I I I I I I I I I I I I I I I I
I�RIL P111, AND E OXIY
�C ) N0.4 AR INT
XISTING FOU DA ION
EXISTING CONCRETE
FOUNDATION TO REMAIN -
a" CONCRETE WALL ON
16 "x8" CONCRETE FOOTING
7
L J L
1- NOTE:
FIELD LOCATE (3) 16"x8"
I I SCREENED FOUNDATION VENTS
NOTE:
BLACK 6 MIL VAPOR
JL JL BARRIER THROUGH-
OUT CRAWL SPACE
L —1 L 1
L J L
EXISTING BEAMS, P0575
AND PADS 70 REMAIN
(TYPICAL)
L-1 L J L J
L J ® L J
6x6 HF NO.] POST WITH
NEW UNDER WALL
r - ABOVE �x5141F NO2 r - ,
r -
-
6x HF NO.I P05T WITH
PB566 70 36 "x36 "AO" I = _ _
� _ _ _ _ _ _-
I
PB 66 70 30"x30"AO"
PAD WITH (4) NO.A BARS,
L J
PA WITH (4) N0.4 BARS,
EACH WAY L - J
_ _
4x4 HF NO.1 POST WITH
L -
J
E CH WAY
P5544 70 24"x24"x8"
PADS WITH (3) NO.A BARS,
r -
EACH WAY L 7 F_ 7
I
I
L 7
LJ —L
I
I
L__1
L--J
8" CONCRETE WALL ON —
�4 16"x8" CONCRETE FOOTING
m
L— J
Ll L
\ i
4" CONCRETE WALL ON ELEVATOR
16"x8" CONCRETE FOOTING / \
---------- \
---6--7T77-
-
CUT EXISTING SLAB AND MAKE NEW SLA
PER DETAIL BELOW
J
BEARING WALL
NOTE:
VERIFY REQUIRED AREA AND DEPTH
WITH ELEVATOR INSTALLER PRIOR
TO POURINCs FOUNDATION
B
N 0L1
16" L -1 L J
(2) NO.A, CONTINUOUS
NO.4 AT 10" O.C., ALTERNATE
SIDES- EPDXY 4" INTO SLAB
T-EX16TING CONCRETE SLAB
ON GRADE I
ELIMINATED GARAGE EXTENSION
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING Ii SON
REVISION
Mar 08 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
H. DELI
O4 WASpr,
Sw `W
�1p 26909 � w�
CO) AL
�SSIONAL e
3/5/2021 - Structural ONLY
■ II IIIII IIII ■ L�IIIIIIIII
Q
w
Lw
j
5
W
U�
LJ
U)
0
LJ
LJ
z
LLJ
>
�zCD
Q
Q�
N N
r�
00
W
—
-
°'
0
w
(
< LO
°°
Z
_
N
z (s
0
N
Z 0
O 00
0)
z
® O
w Z
0
Z
waCO
Q O Q
Fn f
w ♦�
im
Q
Z
�v0
0)
ma
00 00 w
FOUNDATION
PLAN
PROJECT NO.
DESIGN :DGW
DRAWN : DGW
ISSUE DATE :05/03/20
LATEST REV. : 03/03/21
A6
CORNER
BUILDING OFFICIAL
Mar 11 2021
APPROVED DATE
Ir C`I H. DEVj�
LABEL APA RATED SHEATHING NAIL SIZE AND SPACING STUD AND BLOCKING SIZE RIM JOIST OR BLOCK 2x BOTTOM PLATE
(1), (2), (4), (12), (13) AT EDGES (4),(5) AT ADJOINING EDGES (3), CONNECTION TO TOP ATTACHMENT
(ro), (14) PLATE (1), (0) NAILING TO WOOD
BELOW (9)
w6 15/32" ONE SIDE 0.1314 1/2" AT roll O.C. 2x CLIP AT 22" O.G. 0.148x3 1/4" AT 8" O.C.
2x HF NAILER PER PLAN -
1`0/4" STIFFENER 3/lro" WELD
3 SIDES. STIFFENER MAY
BE REPLACED WITH
BEAM CONNECTION PLATE
f21/4"
3/1ro" MIN FILLET WELD
ALL AROUND
(3) 3/4" DIA. A325N BOLTS
SSLT HOLES
STEEL BEAM
STEEL BEAM (COPED AS SHOWN)
STL. BEAM TO STL. BEAM
FLOOR SHEATHING
2x (RIPPED TO FIT) WITH
5/8" DIAM. BOLTS AT Iro"
O.G. (STAGER EACH SIDE)
2x's
2x's
RIPPED
RIPPED
TO FIT
TO FIT
-
5/8" DIAM.
BOLTS AT
tl,
24" O.G.
STEEL
gr- Am��1
I
I
(STAGGERED
P OFF CENTER)
-7
TJI FLOOR JOISTS AT Iro" O.C.
NOTE:
IF FLOOR JOISTS ARE PARALLEL TO BEAM,
PROVIDE BLOCKING AT 48" O.C. FOR (3)
JOIST SPACES. HANG BLOCKING FROM JOISTS.
2QLSTEEL BEAM (FLUSH)
CALE: 1/2" = 1'-m"
Framing Notes.
1.) ALL NEW ROOF FRAMING TO BE PRE-ENGINEERED ROOF TRUSSES AT 24" O.G.,
UNLESS OTHERWISE NOTED.
2.) ALL EXTERIOR OPENINGS SHALL HAVE 4x8 HF NO.2 HEADERS,
UNLESS OTHERWISE NOTED.
3.) ALL FLOOR JOISTS TO BE 2xI0 HF NO2 AT Iro" O.C.,
UNLESS OTHERWISE NOTED.
4.) ALL SHADED AREAS SHALL BE 2x4 HF NO.2 BACKFRAMING AT 24" O.G.
ROOF DIAPHRAGM:
FLOOR DIAPHRAGM:
15/32" EXPOSURE 1 APA RATED SHEATHING,
3/4" EXPOSURE 1 APA RATED
UNBLOCKED, WITH 8d NAILS AT roll O.G. AT
SHEATHING, UNBLOCKED, WITH
SUPPORTED PANEL EDGES AND 8d NAILS
10d NAILS AT ro" O.G. AT SUP -
AT 12" O.G. AT FIELD.
PORTED PANEL EDGES AND
lmd NAILS AT 10" O.G. AT FIELD.
REQUIRED NOTES
EXISTING
&xIo DF
F-�
EXISTING NIP JACKS
III
w
0
Qy
zll
X
w
EXIST
roxro HF NO.]
� I
w
m
wZ
w-i
;u
Z
Ldw
,QOQ
� N
n
wF- -1 4
QU-w
�20
LU
®?-Iw
RIDGE �\_ N
d)
w
d)
p
LU
3 1/2"x5 1/2" PSL POST
0-
0
X
L
4U
4
Q <<�k
(2) 2x TRIMMEF
PLUS KING STL
ER TRUSS
k�R=1`
roxI0 HF NO.2
HEADER
z
0 72x
BLOCKING
Z AIL BELOW)
~ MMERSXG STUD
w
5 1/8"x 1/2" GLB (24F-V
Lower Roof/
Framin
SCALE: 1/4" =1'-O" 9
2 Ro
1.) INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY.
2.) WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME TUDS.
3.) BLOCKING IS REQUIRED AT ALL PANEL EDGES.
4.) PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR OF THE BUILDING,
CORRIDORS, WINDOWS, OR DOORWAYS OR AS DESIGNATED ON PLANS. SEE PLANS FOR HOLDOWN REQUIREMENTS.
5.) SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING ALSO REQUIRED TO EACH STUD USED IN BUILT-UP HOLDOWN POSTS.
(0.) INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING AT 12" O.C_
1.) BASED ON 0.131A 1/2" LONG NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131x2 1/2" LONG NAILS WHERE INSTALLED OVER SHEATHING.
8.) FRAMING CLIPS: A35 OR LTP5 OR APPROVED EQUIVALENT.
9.) WHERE PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM OR EQUAL. ATTACH PER DETAILS.
10.) ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS .229"x3"x3". EMBED ANCHOR BOLTS -1" MINIMUM INTO THE CONCRETE.
11.) PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT -DIPPED ZINC -COATED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) OR STAINLES
STEEL NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS.
12) 1/16" APA RATED SHEATHING (OSB) MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED THAT ALL STUDS ARE SPACED AT Iro" O.C..
13.) WHERE WOOD SHEATHING (W) IS APPLIED OVER GYPSUM SHEATHING (G), CONTACT THE ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS.
14.) AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF A SINGLE 3x STUD. DOUBLE 2x STUDS MAY BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER
WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING.
15.) CONTACT THE ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST -IN -PLACE ANCHOR BOLTS. (SPECIAL INSPECTION MAY BE REQUIRED).
er Floor
KING STUD CONTINUOUS L6TA9 WITH (8)
FROM BOTTOM TO TOP 0.1484 1/2 NAILS (CENTER
PLATES, EACH SIDE OF AT EDGE OF OPENING), HEADER
OPENING (TYPICAL) (TYPICAL) (PER PLAN)
PANEL
NAILIN
NE IGN
SHEAR
WALL
(PER
BLOC
YPICA
1
DGE
(FULL
AN)
WINDOWLGN)ST
O,Pe1NIClG
HOLD DOWN HOLD DOWN
(PER PLAN) (PER PLAN)
iear
a aDe, SW AROUND OPENING
SCALE: 1/2" = 1'-0"
PLF
CAPACITY
SILL PLATE
ATTACHMENT
ANCHOR BOLT TO SILL PLATE SIZE
CONCRETE BELOW (10), (15) AT FOUNDATION (11)
5/8" AT 48" O.C. I 2x
NOTE: SEE DETAILS ON A3 FOR STR FFING
r r , r 4xro DF NO.1 , r
3 1/8"x9"
GLB (24F-VS)
(TYPICAL)
rr07
3) 2xro
5 1/8"x12" G B (24F-V8)
5 I IFY IQUfTH-M1=Cx
L
CIS TW12x2 WIDE
(FLUS FR
242o cown
I
aDe,
10 DDT1Z WITH (ro) 0.145A 1/2" NAILS TO (2) 2x STUDS,
USE 3/0" DIAM. ATR (EMBED MIN. 4" INTO SET-XP EPDXY),
(ALSO INSTALL ABOVE AND BELOW FLOOR FRAMING)
U I SEE ETAIL 11 A75 ,I •• .
1
df E T. 2x10 JST.
x i ca AT Iro" O.C.
4 w _ - > - _Iz
�I I o-1 LUil I wir
3: <1 L I i
� I DEMO EMI IV�I zN
LU 1 III EXISTI � I I �IL�
&x10 � EAM�� I Z 4
N H
- -----
XI I I ,�Lwd)
' X� I � I I pg�0
=wol XI I I ��u
QD d) x I I I -I W
z N I I n I � I I �� EXIST. 2xI0 JST.
PEMOVE E ESN UJ LL J �I I AT 12" O.G.
�I 'I X II
I >L I I
n
(roxro NO. IS ACC i TABLE HERE
NEW BEARING ALL I I BASED O CHAN TO LENGTH OF
�F__ I I STEEL BEAM. SEE F REVIOUS
�? I I REVISION CALCUL TIONS)
roxro HF Nd.l
0 6 IIII -
O II
2xI0 HF NO.2
(FLUSH FgM)
F2
N
�
U
N
6
X
4
(2) 1 3/4"x9 1/4" 2.0E LVL ' BEARING WALL
(FLUSH FRAME)
EL�O2 BYO /HER
(VE I ALL
DIMENSIONS)
W6 1
�Q
O
C
BEARING WALL
�<
N
X O
f
d)
EXISTING
u; rox14 DF NO.1 BEAM
EXISTING r,
EXISTING
EXISTING
rox12 DF NO.1
rox12 DF NO.I
rox12 DF NO.1
6
4
N
N
O
N
N
STING
4x1 NO.2
EXI G
4x12 DF .2
X
EXISTING
DF N0,2-'
ELIMINATED GARAGE EXTENTION
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eric Comer
Mar 11 2021 I
APPROVED DATE
REVISION
Mar 08 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SSjONALE��
3/5/2021 - Structural ONLY
IIIIIIIIIII■��IIIIIIIIII
Q
W
W
w
JoCn
W
LLJ
U)
(�
LiJ
D
■
Z
Lli
>
�
Q
<
N N
r�
o00
LU
z
o
0
w
Lo
°°
Z
_
N
z 0
Lij
0
N
Z 0
0 00
z
® 0
0
W Z
Z
WQ�
Q 0 Q
Q
Z
�00
V! 2
W W
LOWER ROOF/
UPPER FLOOR
FRAMING PLAN
PROJECT NO.
DESIGN DGW
DRAWN DGW
ISSUE DATE :05/03/20
LATEST REV. : 03/03/21
A7
FURR OR NOTCH STUDS TO RECEIVE LINING
NAILING TO BE A MINIMUM OF P ABOVE
FINISHED DAM OR THRESHOLD
TILE FLOORING OVER APPROVED LINING
OVER SOLIDLY FORMED SUB -BASE with
A MIN. 29. SLOPE (1/4" PER 12") \
APPROVED
FLANGED DRAIN
F-
SHOWER PAN DETAIL
SCALE: P = 1'-0"
1/4" PLATE STIFFENER,
EACH SIDE, CENTER ON
POST BELOW
3/l�0
STEEL TYP.
BE
3/Uo
iF- 2 "x&"xI/4'
6x6 COL. 3/4" RND
A30-1 BOLT
STEEL BEAM TO POST
2SCALE: 1/2" = 1'-0"
2x5 CAP RAIL
Ix2 STOPS
TEMPERED GLASS
IN VINYL FRAME
6 x6 PO5T
2x6 BOTTOM RAIL
2x4 SPACED
CEDAR DECKING
2x RIM JOIST
2x CEDAR BAND
2x DECK JOISTS AT 16" O.C.-
BEAM (PER PLAN)
1/2" RND. BOLTS WIl
2" RND WASHERS
UNDER BOLT HEAD
AND NUT
DECK RAILING DETAIL
SCALE: 3/4' = 1'-0"
TYPICAL WALL A65EM5L
2x SOLE PLATE
5/4x& CEDAR DECKING
1/2" THROUGH BOLTS
AT 16" O.C. (GALV.)
(2) ROWS OF 16d
AT 4"O.C.
PRESSURE TREATED
JOISTS PER PLAN W/
SIMPSON HANGERS
2x LEDGER (PRESSURE TREATED)
P.T. 2x MUD SILL PLATE
CONCRETE
'--) LEDGER DETAIL
4
SCALE: I"=1'-O"
JOIST
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Erica Ca-t?.,r
BUILDING OFFICIAL
Mar 11 2021
APPROVED DATE
REVISION
Mar 08 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
AL
SSIONAL���
3/5/2021 - ructural ONLY
■IIIIIIIIIII ■LIIIIIIIII
LIIIIIIIII
■ IIIIIIIIIII ■■ IIIIIIIIIIII
jr
cr
Q
W
W
w
.z5
J
C�
cn
W
LL ]
cn
0D
■
Z
w
�
Q
N N
rq
o00
z
<
o
—o�
w
�
< °°
Z
_
w
y
0
N
Z 0
0 00
z
® 0
0
W Z
Z
WQCl)
00Q
Fn
cr
W >- ♦♦ ),
cr cr a
Z
�v0
V) 2
cr CM o
Im 00 W
UPPER ROOF
FRAMING PLAN
PROJECT NO.
DESIGN : DGW
DRAWN : DGW
ISSUE DATE :05/03/20
LATEST REV. : 03/03/21