12-101732y _ Ouilding - Multi Family
Community & Econ.of �Devy Services Permit #: 12 -101732 -00 -MF
33325 8th Ave S
Federal Way, WA 98003 Inspection Request Line: 253 835-3050
Ph: (253) 835-2607 Fax: (253) 835-2609 p G
Project Name: CEDARDALE APARTMENTS BUILDING D
Project Address: 33627 25TH PL SW Bldg D Parcel Number: 242103 9101
Project Description: Fire damage repair to include drywall, insulation, & replacement of (2) windows & (1)
sliding door. Includes plumbing and mechanical.
Owner
ApplicanA
Contractor
Lender
CEDARDALE II ASSOCIATES LLC
SIMCO RESTORATION SERVICES
SIMCO RESTORATION SERVICES
CEDARDALE II ASSOCIATES LLC
680 CRAIG RD SUITE 240
LLC
LLC
680 CRAIG RD SUITE 240
ST LOUIS MO 63141
PO BOX 99566
SIMCOCORS9530M (9/26/12)
ST LOUIS MO 63141
LAKEWOOD WA 98499
PO BOX 99566
LAKEWOOD WA 98499
Census Category: 434 - Residential alt/add - no change in number of units
Includes: # 1 #2 #3 #4
Occupancy Class:
Construction Type:
Occupancy Load
Floor Areas . ft. 0 1 0 0 0
Additional Permit Information
Mechanical to be Included?....................................Yes Number of Stories ................................................. 2
Permit for Building Shell Only? .............................No Plumbing to be Included? ...................................... Yes
Mechanical Fixtures
Ducting........................................... 3 Fans................................................ 3
Plumbing Fixtures
Bathtubs ......................................... 1 Dishwashers .................................. 1 Laundry Washer Outlets................ 1
Sinks ............................................... 2 Water Closets................................. 1 Water Heaters................................. 1
CONDITIONS:
Subject to field inspection without plans.
Stamped engineering drawings attached.
PERMIT EXPIRES Monday, October 15, 2012
Permit Issued on Wednesday, April 18, 2012
I hereby certify that the above information is correct and that the construction on the above described property and
the occupancy and the will be ' accordance with the laws, rules and regulations of the State of Washington
and the City of Federal Way. ,,//
Owner or agent: Date: T '04/z
FWALOto
4�Iz�IZ
QTY OF
Federal Way
PERMIT #:
Project:
• THIS CARD IS TO MAIN ON-SITE
Construction In ection Record
INSPECTION REQU TS: (253) 835-3050
12 -101732 -00 -MF Address: 33627 25TH PL SW Bldg D
CEDARDALE 11 ASSOCIATES LLC FEDERAL WAY. WA 98023
ocucuumu inspections may oe tatlea if tnts card is not on-site. DO NOT LOSE THIS CARD Inspections are listed as close to sequential order as
possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your
inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are loeeed on the back of this card
Fire/Draft Stops (4095)
Approved
By G Date ` Z (%
❑ Interim Erosion Control (4370)
Approved
By Date
Prior to scheduling a Framing inspection;
I
lectrical, Plumbing & Mechanical Rough -in and
re/Draft Stop inspections must be signed -off andapproved. IBC 109.3.4
0
SWM Precon Site Mtg (4400)
Approved
0
Initial Erosion Control (4365)
❑ Gypsum Wallboard Nailing (4130)
Footings/Setback (4110)
1:1Approved
Re -steel (4215)
Approved to install wallboard
To be done prior to breaking ground
Approved to install mud & tape
Approved to place concrete
By
Date
By
Date
By
Date
Fire/Draft Stops (4095)
Approved
By G Date ` Z (%
❑ Interim Erosion Control (4370)
Approved
By Date
Prior to scheduling a Framing inspection;
I
lectrical, Plumbing & Mechanical Rough -in and
re/Draft Stop inspections must be signed -off andapproved. IBC 109.3.4
0
Foundation Wall (4115)
Approved
0
Drainage/Downspout (4040)
❑ Gypsum Wallboard Nailing (4130)
1:1Approved
Re -steel (4215)
Approved to install wallboard
to place concrete
Approved to install mud & tape
Approved to backfill
Date
By
Approved to place concrete or grout
By
Date
By
Date
By
Date
Plumbing Groundwork (4190)
Approved
Final - Fire Department (4060)
Final Erosion Control (4375)
to drop tile
Slab/Concrete Floor (4255)
Underfloor Framing (4285)
Approved
to cover
Date
Approved to place concrete
Date
By
Approved to sheath floor
By
Date
By
Date
By
Date
Final - Plumbing (4075)
Floor Sheathing (4105)
Approved install
Approved
Shear Walls (4245)
Roof Sheathing (4220)
Date�
to flooring
��� Date 6 -1Z' /Z
Approved to install siding
Date2—
Approved to install roofing
By
Date
By
Date
By
Date
Rough Plumbing (4230)
Approved
Mechanical Rough -in (4165)
Gas Piping (4125)
Approved
Approved to release test
By
Date L(tZ 7
By
Date Al- �
By
Date
Fire/Draft Stops (4095)
Approved
By G Date ` Z (%
❑ Interim Erosion Control (4370)
Approved
By Date
Prior to scheduling a Framing inspection;
I
lectrical, Plumbing & Mechanical Rough -in and
re/Draft Stop inspections must be signed -off andapproved. IBC 109.3.4
0
Framing (4120)
Approved to insulate
0
Insulation (4150)
❑ Gypsum Wallboard Nailing (4130)
1:1Approved
Approved to install wallboard
Approved to install mud & tape
By�/-_
Date
By
Date V—�
By
Date
By
Suspended Ceiling Grid (4265)
Approved
By
0
By
Final - Fire Department (4060)
Final Erosion Control (4375)
to drop tile
Approved
Approved
By
Date
By
Date
By
Date
Final - Mechanical (4065)
Approved
Final - Plumbing (4075)
Final - Building (4050)
Approved
Approved
By
Date�
By
��� Date 6 -1Z' /Z
By
Date2—
Rough Electrical
Approved
1:1Approved
Final Electrical
1:1Approved
Right of Way —�
By
Date
By
Date
By
Date
AIR 18 2012
CITY OF FEDERAL. WAY
CDS
A CHOR INC.
DAL APARTMENTS 1
PRCOLIENT FDESII fl
: SIMCO
KSK
JOB NO.: 12SD03
DATE: 3/24/2012 REVIE a
DOOR HEADER
INPUT DATA
DIL =
42 lbs /ft
MEMBER SIZE =
4 x 10 Select Structural, Douglas Fir -Larch
LL =
140 lbs / ft
SELF=
7 Ibs / ft
MEMBER SPAN =
6ft Camber =>0 in (1.5 DL deflection)
TL =
189 lbs / ft
PLL =
2000 lbs (Non concurrent point live load, see IBC Tab 1607.1 or UBC Tab16-A) Code Designation
Does member
support plaster? (see IBC Tab 1604.3 or UBC Tab 16-D)
1 Select Structural, Douglas Fir -Larch
(1= yes, 0= no) 1
Yes
2 No. 1, Douglas Fir -Larch
3 No. 2, Douglas Fir -Larch
Code
Duration Factor, Cr,
Condition
Choice => 1
1
0.90
Dead Load
Does member have continuous lateral support ?
2
1.00
Occupance Live Load
(1= yes, 0= no) 0 No
3
1.15
Snow Load
4
1.25
Construction Load
CD CM Ct Ci CL CF
5
1.60
Wind/Earthquake Load
1.25 1.00 1.00 1.00 0.98 1.20
6
2.00
Impact Load
C1 Cv Cc Cr
1.00 1.00 1.00 1.00
Choice
=> 4
Construction Load
DESIGN SUMMARY
L
= 6.0
ft
1. Check Bending: MIS < Fb
w
= 49
lbs/ft
1
774 psi < 2,205 psi ok
PLL
= 2000
lbs <= Case 2 Governs 1.
R
= 2,147
lbs
2. Check Shear: 1.5 VIA < Fv
98 psi < 225 psi ok
V =(L -d
)w+Pu
= 2,109 lbs
2
L
wL2 puL
M = +
3. Check Live Load Deflection: 11 <
3 6 0
8
4
= 3,221 ft -lbs
0.02 in < 0.20 in ok
_ 5wuL4
Au
PuL3
+
= 0.02 in
L
384EI
4881
4. Check Long-term Deflection: A (0.541+11)
Sw(0.59+11)L4 PlIL3
240
0(o.s�+u) =
38481 + 48E7 0.02 in
0.02 in < 0.30 in ok
ANALYSIS
4 x 10 Properties
Maximum
length permitted by:
b =
3.50 in
KbE = 0.439
d =
9.25 in
IE = 12.1 ft
8
A =
32.4 in
wdSF,,
L -
RB = 10.468 < 50 Bending: we = 19.7 ft (case 1)
S =
3
49.9 in
E'v = 19oo ksi
I =
231 i n 4
FbE = 7612 psi
L = P,+8wd,SFn -Pu
E = EX =
1900 ksi
Fb = 2250 psi
W d' = 15.4 ft (case 2)
Fb =
1,500 psi
F = FbE / Fb' = 3.38
F„ =
180 psi, (CH included to comply with NDS 97)
E' =
1,900 ksi
Shear
: L= 1.= 52.9 ft (case 1)
1.Sw,e
Fb =
2,205 psi
Fv' =
225 psi
2FvA 2Pu
L = + 2d - _
- 118.1 ft (case 2)
t.5wd1 wd1
Pu in the middle of span for bending
LL
or near support for shear only
J
DL
/
DL
CASE 1: DL+LL Governs => CASE 2: DL+PLL
AIR 18 2012
CITY OF FEDERAL. WAY
CDS
,
r -I
A CHOR INC.
PROJECT:DAL RPARTMENTS PAGE: 2
CLIENT: SIMCO
DESIGN BY: KSK
JOB NO.: 12SD03
DATE : 321/2012 REVIEW BY: Joshua Kalebu
WINDOW HEADER
INPUT DATA
DL = 42
lbs / ft MEMBER SIZE =
4 x 10 Select Structural, Douglas Fir -Larch
LL = 140
lbs/ft
SELF= 7
lbs /ft MEMBER SPAN =
3 ft Camber =>0 in 0.5 DL deflection)
TL = 189
lbs / ft
PLL = 2000
lbs (Non concurrent point live load, see IBC Tab 1607.1 or UBC Tab16-A) Code Designation
Does member support
plaster ? (See IBC Tab 1604.3 or UBC Tab 16-D)
1 Select Structural, Douglas Fir -Larch
(1= yes, 0= no)
1'''' Yes
2 No. 1, Douglas Fir -Larch
3 No. 2, Douglas Fir -Larch
Code Duration Factor, C Condition
Choice => 1
1 0.90
Dead Load
Does member have continuous lateral support ?
2 1.00
Occupance Live Load
(1= yes, 0= no) 0 No
3 1.15
Snow Load
4 1.25
Construction Load
CD CM Ct Ci CL CF
5 1.60
Wind/Earthquake Load
1.25 1.00 1.00 1.00 0.99 1.20
6 2.00
Impact Load
Cf CV Co Cr
1.00 1.00 1.00 1.00
Choice =>
4 Construction Load
DESIGN SUMMARY
L =
3.0 ft
1. Check Bending: MIS < Fb
w =
49 lbs/ft
374 psi < 2,230 psi ok
PLL =
2000 lbs -Case 2 Governs
R =
2,074 lbs
2. Check Shear: 1.5 VIA < Fv
1
94 psi < 225 psi ok
V =I �-d)w+Pu
= 2,036 lbs
l
L
wLz PuL
3. Check Live Load Deflection: A rr < 3 6 0
M = 8 + 4
= 1,555 ft -lbs
0.00 in < 0.10 in ok
__ 5wuL4 + PuL3
An
= 0.00 in
L
<
384EI 48EI
4. Check Long-term Deflection: A (0.5 a,+u)
240
5w(0.5,a+u)L' PuL3
A(o.sm+rr) =
+ 0.00 in
0.00 in < 0.15 in ok
384EI
48EI
ANALYSIS
4 x 10 Properties
Maximum length
permitted by:
b = 3.50
in KbE = 0.439
d = 9.25
inIE = 6.2 ft
Bw,aSFn
A = 32.4
z
in RB = 7.483 < 50 Bending:
L _
w r = 19.8 ft (case 1)
S = 49.9
in' E'y= tgoo ksi
Pn + 8w - Pu
I = 231
in° FbE = 14895 psi
L - '"t
E = EX = 1900
ksi Fb. = 2250 psi
w n = 15.6 ft (case 2)
Fb = 1,500
psi F = FbE / Fb, = 6.62
F„ = 180
psi, (CH included to comply with NDS 97)
2FvA
E' = 1,900
ksi Shear
_
L 1.5w,r +2d = 52.9 ft (case 1)
Fb' = 2,230
psi
Fv' = 225
psi
2P-
2FvA a
L = +2d - = 118.1 ft (case 2)
1.5x,m w,u
C>�
Pu in the middle of span for bending
LL
or near support for shear only
DL
DL
CASE 1: DL+LL Governs
=> CASE 2: DL+PLL
EU1 1. MAIN FLUUK KLAN
SCALE : 1/4"= 1'-0"
PLAN KEY
wuLs
— tEw COHSwxTION
EXISTING WAILS TO REMAIN
EXISTING WALLS AID WINDOWS TO
BE REMOVED AND OR MOMS
]O6N
NEW DOOR
EXISTING DOOR
W DWNG DOOR TO BE
RINOV D AND OR MODIFED
1. BEAM PER PLAN
2 SI PSON ECC POST CAP
1) i SOPSON MUS
El
(2) 4. POST PER PIAN
(4 (3)
I. INN RAE WARN PER
FROM
9" OL SIXNDW
II�;I
2 MDR 9fa1NN 101 PAN
(2)
3. JOIA PER A^ MARE W
(i)
PATEW/ (2) 10d NAL PIER
(2)
A SOD COINMNOS NY NOIMO
ASOI, DOFMI Of RM NOVO
a PlIM(1)N W WM
(al
rOF So WIL(4)
(S)
W 4� CYO[10t AIL'" HOLT
IUXA
a PIaOL (1) M NN a Wm1
m • 72QQ W/r DSD.
1r CF SM OIL
(10)
L 6/6' wwm Now NOWT
(11)
W 7r 0.111/ Y OOED.
(4)
IN sm OIL
(9)
y WU6 PER 9fNt OIL
FDOE SAE
�t
!
7. "4'r
OAWWE/07N4
•i
Uw
NO
11. ,NIA OOM a PANEL
(a)
NET SET PEUNED
If
12
.; '
I. EDGE WUN PER WA WILL
sdED1Mi
s
m L
T
10. 16d l0E Was O r QL
• 1e
11. 71WAND R! PIAIE
m
>•PSON LIP4 O /N'
F R SG
IF 901
OWn
OCOINO a RY Ori)
s
ioo CRAWL SPACE FOUNDATION.
SOU LTE
EU1 1. MAIN FLUUK KLAN
SCALE : 1/4"= 1'-0"
PLAN KEY
wuLs
— tEw COHSwxTION
EXISTING WAILS TO REMAIN
EXISTING WALLS AID WINDOWS TO
BE REMOVED AND OR MOMS
]O6N
NEW DOOR
EXISTING DOOR
W DWNG DOOR TO BE
RINOV D AND OR MODIFED
1. BEAM PER PLAN
2 SI PSON ECC POST CAP
1) i SOPSON MUS
El
(2) 4. POST PER PIAN
(4 (3)
ROOF/WALL S11 T&COWZNDyHEEyApN
THING. e
PER GL�p,8 �BpC®i)IEwZ8&1p11 B}ID�II,p��SBNI���PAN/p0.ffi PLYWOOD AN�DpY�IELa�S.C.G gg g�
LLPPSN� ROOP AND FL009>iLTEONG 9�ATHINSGAPRODUCI'9 Ol' iWUII'IIiN1'
SPAN RATINGS SHALL BE ALLOWED.
BEAM PER PLAN
DBL 2. TOP PLATE W/ S►PSON MM
STRAP ON TOP FAQ
KING S71A W/ (6}16d NAILS TO BEMI
(STAOOFNED) EACH SDE
PLYWOOD OR OSB FILLER AS NEEDED
S NAL RFS OF ALIT LP 2. POST NM 10d
NALS,01r QQ (STAM D) ,
AREA SUMMARY
1. Imm RATE HYRN PER
FROM
9UIt OIL SomIAE
II�;I
L nm 9011" PQ PLAN
(2)
L AM PER NN
(lI�I
h)
ROOF/WALL S11 T&COWZNDyHEEyApN
THING. e
PER GL�p,8 �BpC®i)IEwZ8&1p11 B}ID�II,p��SBNI���PAN/p0.ffi PLYWOOD AN�DpY�IELa�S.C.G gg g�
LLPPSN� ROOP AND FL009>iLTEONG 9�ATHINSGAPRODUCI'9 Ol' iWUII'IIiN1'
SPAN RATINGS SHALL BE ALLOWED.
BEAM PER PLAN
DBL 2. TOP PLATE W/ S►PSON MM
STRAP ON TOP FAQ
KING S71A W/ (6}16d NAILS TO BEMI
(STAOOFNED) EACH SDE
PLYWOOD OR OSB FILLER AS NEEDED
S NAL RFS OF ALIT LP 2. POST NM 10d
NALS,01r QQ (STAM D) ,
AREA SUMMARY
1. Imm RATE HYRN PER
FROM
9UIt OIL SomIAE
(1)
L nm 9011" PQ PLAN
(2)
L AM PER NN
(Ilj
h)
(S)
A SOD COINMNOS NY NOIMO
P�
a PlIM(1)N W WM
2455 SF.
rOF So WIL(4)
W^�
W 4� CYO[10t AIL'" HOLT
IUXA
WINDOWS:
m • 72QQ W/r DSD.
IN SOON WALL
YL
7. µp O 4r O.C. N/ ANONO
ROOI3 LIENwac 110NL x0
NO SET PtAAIIED
(e) �
1R
S^R
a WIa mw1N6a1s a
y WU6 PER 9fNt OIL
FDOE SAE
-
Y
LQ IM 1% NIS • r O.C.
Te (QILWIOD NILS)
11. ,NIA OOM a PANEL
I.-4
MOM (IA OAY OILY)
91PSM L1P4 W 40' OP-
.C.IW
.I..
I0.YNQODNW
OLLMIB a ION NOVO
,,,)CRAWL SPACE FOUNDATION.
Sas.. ETA
ROOF/WALL S11 T&COWZNDyHEEyApN
THING. e
PER GL�p,8 �BpC®i)IEwZ8&1p11 B}ID�II,p��SBNI���PAN/p0.ffi PLYWOOD AN�DpY�IELa�S.C.G gg g�
LLPPSN� ROOP AND FL009>iLTEONG 9�ATHINSGAPRODUCI'9 Ol' iWUII'IIiN1'
SPAN RATINGS SHALL BE ALLOWED.
BEAM PER PLAN
DBL 2. TOP PLATE W/ S►PSON MM
STRAP ON TOP FAQ
KING S71A W/ (6}16d NAILS TO BEMI
(STAOOFNED) EACH SDE
PLYWOOD OR OSB FILLER AS NEEDED
S NAL RFS OF ALIT LP 2. POST NM 10d
NALS,01r QQ (STAM D) ,
AREA SUMMARY
EXISTING
FROM
MAIN FLOOR:
1050 SF.
456 SF.
LOWER FLOOR:
635 SF.
324 SF.
TOTAL:
1685 SF.
780 SF.
P�
GRAND TOTAL:
2455 SF.
GLAZING SUMMARY
W^�
z�
WINDOWS:
337 SF.
REPLACE
WALL FRl
WITH NEI
WALL
2XIO WOOD
FUR JETS IN, It 0.1
AS PER MM SPED
REPLACE DOST.
aa) -SIS NIH
29X10' OF%! WD
JOISTS
INSTALL GASSET 01
DIST 3aa 2'XIO'
WOOD BENZ
OOST.6'X10' WOOI
PROPOSEDIyInIIy 1 1- VI\ I I\nlylllyy I L -r-\11
SCALE : 1/4"= 1'-0"
REPLACE EXIST. HEADER
- ALL DOOR/WANDOW HEADERS TO BE 6X8 DF/2 AT 2X6 BEARING WALLS , U.N.O., 6'-0- MAX. SPAN
- ALL DOOR/WINDOW HEADERS M BE 4X10 DF#2 AT 2X4 BEARING WALLS, U.N.O., 6'-0' MAX. SPAN
- PROVIDE FIREBLOCKING AS REWIRED PER I.R.C.
- WINDOW HEADERS AT 6'-8' ABOVE SUB FLOOR, U.N.O.
- EXTERIOR WALLS TO BE 2X6 AT 16' O.C., U.N.O.
- INTERIOR PARTITIONS TO BE 20 AT TB" O.C. (2X6 O PLUMBING WALLS) U.N.O.
- PROVIDE SUPPLEMENTAL JOISTS/BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN
PROVIDE SOUD FRAMING EQUAL M THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.)
- FLOOR JOISTS AND BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN
ON THIS PLAN, 'EOUAL' IS DEFINED AS HAVING MOMENT CAPACITY. SHEAR CAPACITY, AND STIFFNESS
SMOKE DETECTORS
850 INSTALL SMOKE DETECTORS PER CODE
0
VENTILATION SCHEDULE
VENTILATION REQUIREMENTS OF IRC TABLE 1506.3
SYMBOL
2
MECHANICAL EXHAUST CAPACITY
BATHROOMS -TOILET ROOMS OF 50 CFM INTERMITTEN', OR 20
IN NO FIELD ALTERATIONS WILL BE AUTHOR=
UNLESS ACCOMPANIED BY REVISED DRKMNOS.
TMw pkm am aaP"tad h
acoada MM Ndwd atobrt-
( of aaa fw M daP
A W- prior to omstr atlm
fa —h atraoM boN trap
Inn plar R p,.Wed n by
my mwthod of al. pmt or
wrIoO" Mawof 1AMWt wrlttaa
a�rady pmhbbi Tha ft V
dra iOa wM ON print6 Vw0 m
r.ada Nu prapwty of ACHOR,
ht
` mm►®
Nos SD02-12
0
O
co
M
P�
a
�Ny
OSI
FAQ
W^�
z�
W W
cep A
co
w
Mal
TMw pkm am aaP"tad h
acoada MM Ndwd atobrt-
( of aaa fw M daP
A W- prior to omstr atlm
fa —h atraoM boN trap
Inn plar R p,.Wed n by
my mwthod of al. pmt or
wrIoO" Mawof 1AMWt wrlttaa
a�rady pmhbbi Tha ft V
dra iOa wM ON print6 Vw0 m
r.ada Nu prapwty of ACHOR,
ht
` mm►®
Nos SD02-12
1, BASE PLATE NAILING PER
SHEAR WALL SCHEDULE
2. FLOOR SHEATHING PER PLAN
3. JOIST PER PLAN, SECURE TO
PLATE W/ (2) 10d NAIL PER
JOIST
4. SOLID CONTINUOUS RIM BOARD
S. PROVIDE (1) #4 BAR AT UPPER
12" OF STEM WALL
6. 5/8' DIAMETER ANCHOR BOLT
0 72' O.C. W/ 7' EMBED.
(U.N.O.. IN SHEAR WALL
SCHEDULE)
7. #4 0 48' D.C. W/ STANDARD
HOOKS ALTERNATE BENDS, NO
WET SET PERMITTED
8. (2) #4 BARS CONTINUOUS AT
BOTTOM
9. EDGE NAILING PER SHEAR WALL
SCHEDULE
10. 16d TOE NAILS 0 6' O.C.
11. TREATED SILL PLATE
m:
SIMPSON LTP4 0 48' O.C.
REQUIRED IF PLYWOOD SHIM
OCCURS AT RIM BOARD
goo CRAWL SPACE FOUNDATION.
SCALE: N.T.S.
SCALE: N.T.S.
PROPOSED MAIN FLOOR
I
REPLACE EXIST.
2X MUD SILL AND
RIM
REPLACE EXIST.
WALL FRAMING
WITH NEW STUD
WALL.
101
2X10 WOOD
FLR JSTS 0 12" O.C.
AS PER MFG, SPECS. TYP.
REPLACE EXIST. (3'
ea) JOISTS WITH
2"X10" DF#2 WOOD
JOISTS
INSTALL GASSET ON—
EXIST. 3ea 2"X10"
WOOD BEAM
REPLACE EXIST. HEADER REPLACE EXIST. HEADER
WITH 6"X10" DF#2 HEADER WITH 6"X10" DF#2 HEAD
ON 61050 DOOR \ ON 3050 WINDOW
ON
LI
EXIST.6"X10" WOOD POST
BATHROOM
l
FRAMING PILAF
100
5
10"X16" EXIST.
CONC. FOUNDATION
W-7 I iE—ro+.
(DSD LAUNDRY RM CLOSET
SCALE : 1/4' — 1'-0"
BASE. PLATE NAILING PER
h+�
SHEAR WALL SCHEDULE
(1)
2. FLOOR SHEATHING PER PLAN
o
0
(2)
3. JD67 PER PLAN
A
�Ny
Gw
(11)
(9)
(3)
4. SOLID CONTINUOUS RIM BOARD
F&4
co rA
0 Iz fsd
5. PROVIDE (1) #4 BAR AT UPPER
12" OF STEM WALL
(10)
(4)
6. 5/8' DIAMETER ANCHOR BOLT
(9) 0 72' O.C. W/ 7' EMBED.
(U.N.O. IN SHEAR WALL
.i.
SCHEDULE)
(6)
?
b 7. 14 0 48' O.C. W/ STANDARD
,.'f
HOOKS ALTERNATE BENDS, NO
(5)
:
WET SET PERMITTED
}%
.•� '.
B. (2) #4 BARS CONTINUOUS AT
12
BOTTOM
(7)
<`.f '+
9. EDGE NAILING PER SHEAR WALL
y .
SCHEDULE
L.:
10. 16d TOE NAILS 0 6' O.C.
b
(GALVANIZED NAILS)
11. JOIST BLOCKING AT PANEL
EDGES (1ST BAY ONLY)
r-�•
8)
SIMPSON LTP4 0 48" O.C.
REQUIRED IF PLYWOOD SHIM
OCCURS AT RIM BOARD
CRAWL SPACE FOUNDATION.
SCALE: N.T.S.
PROPOSED MAIN FLOOR
I
REPLACE EXIST.
2X MUD SILL AND
RIM
REPLACE EXIST.
WALL FRAMING
WITH NEW STUD
WALL.
101
2X10 WOOD
FLR JSTS 0 12" O.C.
AS PER MFG, SPECS. TYP.
REPLACE EXIST. (3'
ea) JOISTS WITH
2"X10" DF#2 WOOD
JOISTS
INSTALL GASSET ON—
EXIST. 3ea 2"X10"
WOOD BEAM
REPLACE EXIST. HEADER REPLACE EXIST. HEADER
WITH 6"X10" DF#2 HEADER WITH 6"X10" DF#2 HEAD
ON 61050 DOOR \ ON 3050 WINDOW
ON
LI
EXIST.6"X10" WOOD POST
BATHROOM
l
FRAMING PILAF
100
5
10"X16" EXIST.
CONC. FOUNDATION
W-7 I iE—ro+.
(DSD LAUNDRY RM CLOSET
SCALE : 1/4' — 1'-0"
n.. pk. m, capyid lad h
�aeymndmmlo alU hdda�rdd ttoWMa
Ad10t .c p�iar k haonNnwthn
ler wh a uea hdt h m
th» A— pwodby
my mauroa of al, pp.arrtt «
wafkm arwt rdMout rrhlm
prmk" ham Aom he k
. W"y prate nrwa
dmrhpa and d prinb Ihareha
rr nah tlw Kawy at Aom
he
REVIMON3
Dlifr
03/20/1 1
3 20 11
PYW�L7' Nor SD02-12
h+�
o
0
A
�Ny
Gw
a
a
m
WCQz
aA
ExrA�
►r
a �
�z
cc
F&4
co rA
0 Iz fsd
n.. pk. m, capyid lad h
�aeymndmmlo alU hdda�rdd ttoWMa
Ad10t .c p�iar k haonNnwthn
ler wh a uea hdt h m
th» A— pwodby
my mauroa of al, pp.arrtt «
wafkm arwt rdMout rrhlm
prmk" ham Aom he k
. W"y prate nrwa
dmrhpa and d prinb Ihareha
rr nah tlw Kawy at Aom
he
REVIMON3
Dlifr
03/20/1 1
3 20 11
PYW�L7' Nor SD02-12
•
•
CITY OF RECEIVED PERMIT
Federal Way
COMMUNITY �tu,oF eaeSERO,mI 18 2oiAPPLICATION
wcfmm•au
Wr
CITY OF FEDERAi. WAY
I0I —7— _:�;,z—
CO ME PI, DE EN FP
CDS
SITE ADDRESS
3 3� 20 1 U") b(,
SUITE/UNIT #
t)G
PROJECT VALUATION
$ (� p i Doo
ZONING
ASSESSOR'S TAR/PARCEL #
4- ti 10�-
TYPE OF PERMIT
BUILDING K PLUMBING )(] MECHANICAL
❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION
NAME OF PROJECT
(Tenant Name/tiomeou,ner Last Name)
_ 7
PROJECT DESCRIPTION
Detailed description of work to
I S d I N) I
()J)qJVJ,-,LL_
n "CL gi —,.JL, 1 � S �12 1 ,p n rwr
t
be included on this permit only
0 -m 4N(., C—
PROPERTY OWNER
NAME
��(1 01SLE S A
PRIMARY PHONE
MAILING ADDRESS�l '
U -M "7 D
Mo Gd,AIG (L Q 5 "
E-MAIL
CITY
SF. W A is
STATE
Y'h O
.
7tp 141
CONTRACTOR
e
NAME S / F `% ��
?/
^�
PHONE 7 -
kJ
MAILING DRESS
p� S
E-MAIL
Ckf fid
CITY
STATE
'1
FAX
6 (vU
WASTATE
(EVE k
TE
12,
FEDERAL 1UT�L
ENSE#i�('CAS
V-12- 16O
NAME
S AT/JD YC
PHONE
MAILING ADDRESS
E-MAIL
APPLICANT
CITY
STATE
ZIP
FAX
PROJECT CONTACT
177le individual to receive and
NAME
ck,
PHONE
MAILING AD KESS
Pconcerning D 0 %t
E-MAIL.
respond to all correspondence
this application)
CITY
e.
STATE
W
Z
FAX
ALTERNATE CONTACT NAME:
�n V4q�S
PHONE
2S� , -0925
E-MAIL
PROJECT FINANCING
NAME
OWNER -FINANCED
Required value of $5,000 or more
(RCW 19.27.0951
MAILING ADDRESS, CITY, STATE, ZIP
PHONE
I certify under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best
of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with
all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the
issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating
construction or environmental laws.
I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in
the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city,
but only where such clainye�ises out the reliance of the city, including its officers and employees, upon the accuracy of the
information supplied tot e y as a of this application.
SIGNATURE:
PRINT NAME:
Bulletin #100 - January 1, 2011
Page I of 3
k:\Handouts\Permit Application
•
•
•
E
11
�7
MECHANICAL FIXTURES
VALUE OFIMXC9ANICAL WORK ! J (a copy of bid or estimate must be provided)
Indicate how many of each type of re to be installed or relocated as part of this projecL Do not include existing fixtures to remain.
AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER (Describe)
AIR CONDITIONER FIREPLACE INSERTS HOODS (Comm -j n
BOILERS FURNACES HOT WATER TANKS tG-)
COMPRESSORS GAS LOG SETS REFRIGERATION SYST
DUCTING GAS PIPING WOODSTOV ES
PLUMBING FIXTURES
Ind icuic how many of each type of f lxture to be installed or relocated as part of this project. Do not include existing furtures to remain.
—L BATHTUBS wTub/si.—cambw LAVS tH—dSLIl.) TOILETS WATER PIPING
_L DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe)
DRAINS SHOWERS VACUUM BREAKERS
DRINKING FOUNTAINS . SINKS (Huchw/UwtW �_ WATER HEATERS (F3emu)
HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES
GENERAL INFORMATION
CRITICAL AREAS ON PROPERTY?
WATER PURVEYOR
SEWER PURVEYOR
VALUE OF EXISTING IMPROVEMENTS
PROPOSED
TOTAL
FOR OFFICE USE
BASEMENT
EXISTING/PREVIOUS USE
LOT SIZE (In Square Feet)
EXISTING FIRE SPRINWZR SYSTEM?
PROPOSED FIRE SUPPRESSION SYSTEM?
FIRST FLOOR (or Mobile Home)
❑ Yes ❑ No
❑ Yes ❑ No
RESIDENTIAL
- NEW OR ADDITION
Area
in Square Feet
AREA DESCRIPTION (in square feet)
EXISTING
PROPOSED
TOTAL
FOR OFFICE USE
BASEMENT
FIRST FLOOR (or Mobile Home)
SECOND FLOOR
COMMERCIAL - REMODEIJTENANT IMPROVEMENTS
AREA DESCRIPTION
Area
in Square Feet
COVERED ENTRY
Construction
Type
# of
Stories
Additional Information
TO'T'AL BUILDING
DECK
GARAGE ❑ CARPORT ❑
OTHER (describe)
PROJECT AREA ONLY
Area Totals
[]iIS?lt�'(;
PA(1PtJStU
"l'()"l'AL
**NEW HOMES ONLY—
ESTIMATED SELLING PRICE $
1 # OF BEDROOMS
COMMERCIAL - NEW/ADDITION
AREA DESCRIPTION
Area
in Square Feet
Occupancy Group(s)
Construction
T
# of
Stories
Additional Information
NEW BUILDING
ADDITION
COMMERCIAL - REMODEIJTENANT IMPROVEMENTS
AREA DESCRIPTION
Area
in Square Feet
Occupancy Group(s)
Construction
Type
# of
Stories
Additional Information
TO'T'AL BUILDING
TENANT ARIii1 ONLY
PROJECT AREA ONLY
Bulletin #100 - January 1, 2011
Page 2 of 3
kAHandouts\Permit Application