12-104956Gluilding - Multi Family
City & Econ.
Dev.al ay Permit #: 12 -104956 -00 -MF
� Community 8 Econ. Dev. Services
33325 8th Ave S F11 F
Federal Way, WA 98003
` Ph: (253) 835-2607 Fax: (253) 835-2609 Inspection Request Line: (253) 835-3050
Project Name: TALL FIRS CONDOMINIUMS UNIT 18A
Project Address: 1901 SW 318TH PL Unit A Parcel Number: 856110 1710
Project Description: REP - Rebuild existing carport roof on unit 18A per Engineer's drawing
Census Category: 434 - Residential alt/add - no change in number of units
Includes: #1 #2 #3 #4
Occupancy Class:
Construction Type:
Occupancy Load:-
Floor
oadFloor Areas . ft. 0 0 0 0
Additional Permit Information
Mechanical to be Included?....................................No Number of Stories ................................................. 1
Permit for Building Shell Only? .............................No Plumbing to be Included? ....................................... No
New / Additional Sq. Feet - Total .......................... 0
No Fixtures Associated With This Permit 11
CONDITIONS:
**Subject to field inspection with plans***
***STRUCTURAL CALCS TO BE AVAILABLE ON SITE AT TIME OF INSPECTION***
PERMIT EXPIRES Sunday, April 28, 2013
Permit Issued on Tuesday, October 30, 2012
I hereby certify that the above information is correct and that the construction on the above described property and
the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington
d the City of Federal Way.
Owner or agent: Date: (�O
4/0/13
Owner
Applicant
Contractor
Lender
TALL FIRS CONDOMINIUM HOA
H YORK ENTERPRISES
H YORK ENTERPRISES
OWNER IS LENDER
PO BOX 4508
PO BOX 7270
YORKEE*968PR (1/18/13)
FEDERAL WAY WA 98063
TACOMA WA 98406-7270
PO BOX 7270
TACOMA WA 98406-7270
Census Category: 434 - Residential alt/add - no change in number of units
Includes: #1 #2 #3 #4
Occupancy Class:
Construction Type:
Occupancy Load:-
Floor
oadFloor Areas . ft. 0 0 0 0
Additional Permit Information
Mechanical to be Included?....................................No Number of Stories ................................................. 1
Permit for Building Shell Only? .............................No Plumbing to be Included? ....................................... No
New / Additional Sq. Feet - Total .......................... 0
No Fixtures Associated With This Permit 11
CONDITIONS:
**Subject to field inspection with plans***
***STRUCTURAL CALCS TO BE AVAILABLE ON SITE AT TIME OF INSPECTION***
PERMIT EXPIRES Sunday, April 28, 2013
Permit Issued on Tuesday, October 30, 2012
I hereby certify that the above information is correct and that the construction on the above described property and
the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington
d the City of Federal Way.
Owner or agent: Date: (�O
4/0/13
AV
` • THIS CARD IS TO MAIN ON-SITE
CITY OF THIS
In ection Record
Federal Way INSPECTION REQUE TS: (253) 835-3050
PERMIT #: 12 -104956 -00 -MF Address: 1901 SW 318TH PL Unit A
Project: TALL FIRS CONDOMINIUM HOA FEDERAL WAY, WA
Scheduled inspections may be failed if this 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 logged on the back of this card.
SWM Precon Site Mtg (4400)
Initial Erosion Control (4365)
❑
Footings/Setback (4110)
Approved
By
To be done prior to breaking ground
Approved to place concrete
By
Date
By
Date
By
Date
Foundation Wall (4115)
Drainage/Downspout (4040)
❑
Re -steel (4215)
Approved to place concrete
By
Approved to backfill
Approved to place concrete or grout
By
Date
By
Date
By
Date
❑
Slab/Concrete Floor (4255)
Underfloor Framing (4285)
Floor Sheathing (4105)
Approved to place concrete
Approved to sheath floor
Approved to install flooring
By
Date
By
Date
By
Date
❑
Shear Walls (4245)
Roof Sheathing (4220)
Fire/Draft Stops (4095)
Approved to install siding
Approved to install roofing
Approved
By
Date
By
Date
By
Date
Interim Erosion Control (4370)
Prior to scheduling a Framing inspection;
Framing
g (4120 )
Approved
Electrical, Plumbing & Mechanical Rough -in and
Approved to insulate
By
Date
Fire/Draft Stop inspections must be signed -off and
By
Date
approved. IBC 109.3.4
Insulation (4150)
Gypsum Wallboard Nailing (4130)
❑
Suspended Ceiling Grid (4265)
Approved to install wallboard
Approved to install mud & tape
Approved to drop tile
By
Date
By
Date
By
Date
Final - Fire Department (4060)El
Final Erosion Control (4375)
Final - Building (4050)
Approved
Approved
Approved
By
Date
By
Date
By (Z Date
Rough Electrical
Approved
Final Electrical
Approved
Right of Way
Approved
By
Date
By
Date
By
Date
Feder way RECEIVE £' RMI T
COMMUNITY DEVELOPMENT SERVICES OCT 3 0 #p P L I C A T I O N
253-835-2607• FAX 253-835-2609
w±a u. at��ffedern!a_aLr;�.nr
CITY OF FEDERAL WAY
6 -CO
l V _V j�
ME PL DE EN FP
0-7c
Sl��
SITE ADDRESS cub
SUITTE/UNIT #
/
11/? /.s W 312
p t—
+ h WA
PROJECT VALUATION
ZONING
ASSESSOR'S T/PARCEL #
TYPE OF PERMIT
1<13UILDING ❑ PLUMBING ❑ MECHANICAL
❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION
NAME OF PROJECT
(Tenant Name/Homeowner Last Name)
`'ar D. `4_
l
Car
- 1 Vvi , n 0111.
PROJECT DESCRIPTION
401,m
Detailed description of work to
W`v4 Pr cl
be included on this permit only
PROPERTY OWNER
NAME J, `
��( I r �S Ce'vi flW"'I'mry, ASSOC.G+i6vt
PRIMARY PHONE
x,53 95i0393
MAILING ADDRESS
�I T3 r) it -SOS
E-MAIL
TY
CPd'
STA E
ZIP
PC
NAME J
ye) c pr".ws L t -C
/PHONE
�s.3) ?S Z_ 3 i
I
MAILING ADDRESS
k 0. %�
E-MAIL 1
iPr l:en•}-er
CONTRACTOR
f�
ar r,_S Ps C
CITY
TaC owt
STATE
VVA
ZIP
01 8'�h i -7
FAX
la53) 7S9 -
WA TATE CONTRACTOR'S LICENSE #
C�RKt� `168 F
EXPIRATION DATE
FEDERAL WAY BUSINESS LICENSE #
—00-'
NAME
1 IPr �or�
PHONE
(--2,S3) �S2�31St'
MAI NG ADDRESS
D, k 7-),7C
E-MAIL
APPLICANT
CITY
STATE
ZIP
FAX
roy�R
w�}
C, 17
PROJECT CONTACT
NAME
l
PHONE
(The individual to receive and
f �(�
J_ :3'
MAIL G ADDRESS
0 a
E-MAIL
respond to all correspondence
concerning this application)
O 0
±erLv� ofkCn4•er r!SI'5
CITY
T_a C OM C�
STATE
ZIP
9 84 i .2
FAX
ALTERNATE CONTACT NAME:
_'
PHONE
31"(
E-MAIL
dukeG� 'o(k C'n lf'i
.
%r,sPs
PROJECT FINANCING
NAME i,
c
OWNER -FINANCED
Required value of $5,000 or more
°11 rS o/1 d' O SS OC •'1 IOY�
MAILING ADDRESS, CITY, STATE, ZIP
PHONE
(RCW 19.27.095)
PD. 4X WA 920�3
(2s3 gS i - 0313
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 claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the
information supplied to the city as a part of this application.
z
SIGNATURE:
DATE
i (% l
PRINT NAME:
ye, f
Bulletin #100 —January 1, 2011 Page 1 of 3 k:\Handouts\Permit Application
41
M
�+A'1
)m
BUILDING CODE: 2009 EDITION OF THE INTERNATIONAL BUILDING CODE
AND BY RERENCE THE 2009 INTI-RIATICN RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION
ROOF LIVE LOAD 25 PSP (Ps)
ROOF DEAD LOAD 10 P5F
FLOOR LIVE LOAD • 40 P5F (REDUCIBLE)
FLOOR DEAD LOAD IS PSF
WIND LOAD • 05 MPH WIND SPEED. EXPOSCRE
SOIL SITE CLASS "D"
CONSTRUCTION TYPE: V•8 .
OCCUPANCY GROUP= R-3
DESIGN CRITERIA:
GI60WD
°.MOW
WPO
6PEEC
SEISI'YC
DESIGN
NSJECT TO DAMAGE FROM
WINTER
DE9K.N
TEMP.
ICE SHIELD
LLAYMENT
ROOD
HAZARDS
AIR
FRE=-ZWG
M:AN
AN1AL
HF STUD - fb.615 psl, Fv•150 pal, Fc.800 pet, E.1200000pa1
fROST LRE
TERMIITE
OECA7
LOAD
(�)
CATEGORY
WEATVE
GEPTW
PORCHES, CARPORT SLABS 4 STEPS D POSED
31000 p•I (6% air 4srfftd ./- 1%)
TO THE WEATHER 4 GARAGE FLOOR SLAB.
REQUIRED
ITIg
INDEX
TEMP
0
11�
Q
a
ELIGHT-
SLIGHT
n
No
�LI.L
50
50
30
65
D1 / p2
MOD
Is.
MOD
I
IL
IU
BEAM POCKETS TYPICAL
JI
-n
IT13
v ITIS
II II
a
JURISDICTION
_
CONTRACTOR 8HALL VERIFY ALL NOTES. DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION
IT 15 THE CCNTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL OMISSIONS AND/OR DISCREPANCIES
TO THE 4RCHITECT PRIOR TO PROCEEDING WITH WORK DIMENSIONS TRICE PRECEDENT OVER SCALED DRAWWGS.
DEFERRED 5UBMITTAL ITEM5
THE FOLLOWING 19 A LIST OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD 15E
PROVIDED BY THE BUILDER AT TIME OF AF-LICATION FOR PERMIT OR AS A DEFERRED SUBMITTAL ITEM:
ALTERNATIVE 1-JOIST/15EAI-T MANUFACTURER PLANS.
- MAll¢ACTURED TRU88 DESIGNS AND LAYOUTS
GENERAL
FOUNDATION DESIGN 19 BASED ON AN ASSUMED ALLOWABLE SOIL BEARING OF 1500 PIF
EXTERIOR FOOTINGS SHALL BEAR 18" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS
TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO
BE THOROUGHLY COMPACTED.
BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 1/4•x3"x3" PLATE WASHERS.
WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE PRESSURE
TREATED WITH AN APPROVED PRESERVATIVE.
FOUNDATION SILL BOLTS TO BE S/8" DIAMETER AT W-0" O.C. UNO. WITH MIN. 1" EMBEDMENT
METAL FRAMING. CONNECTORS TO BE MAAFACTURED BY SIMP90N STRONG -TIE OR USP STEEL CONNECTORS
CONCRETE
MN COMPRE551VE STRENGTH OF CONCRETE PER TABU R4022
CONCRETE MIXTURE SHALL CONTAIN AT LEAST OF 5V2 SACKS OF CEMENT PER CUBIC YARD
CONCRETE 'BATCH TICKET" SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL
VERTICAL RERFORCRG STEEL TO COMPLY WITH ASTM Ab8 GRADE 40 (GRADE 60 AT WALLS FETAINM = THAN 4FT OF SOIL)
CARPENTRY
GENERAL
ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE 860230)
ALL WOOD W CONTACT WTTW CCNOR-:TE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND ORLLED WOLES OF
PRESSURE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
PERIRC 3193. FASTENERS AND FOR PRESSURE PRESERVATIVE D FIRE RETARDANT TREATED WOOD SHALL
BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL. SILICON BRONZE, OR COPPER
6"MIN. CLEARANCE BETWEEN WOOD AND EARTH.
12' MIK CLEARANCE BETWEEN( FLOOR BEAMS AND EARTH.
ie" MN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH.
FASB ERN 5
ALL NAILS SPECIFIED ON THIS PLAN SHALL BE OF THE DIAMETER AND LENGTH LISTED BELOW
OR AS PERAPPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CCNSTI; CTIO4 (NDS)
ed COMMON (0.131' DNA, 2-U2' LENGTH), Sol BOX (0.13'01A, 2-I/2" LONG), kV COMMON (0.148' DIA- 3" (NOS)
10d BOX (0.128' DIA., 3' LENGTH), 16d COMMON (0.162" DIA, 3.1/2' LONG), V d SINKER (0148 DIA, 3-1/4' LONG)
5d COOLER (0086" DIA- I-5/8' LGN, ), bd COOLER (0092" DIA, 1-118' LONG)
LUMBER GRADE5
. RAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING
RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER
INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE 6TAM1-ED WITH THE GRADE
MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE
FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES UNA.:
JOISTS:
2X4 to 2X8
HRNT-Il1 CON'FRE561V£ STIRBYTH (FG AT 2e DAYS
TYPE OR LOCATIONS Cl
HF -2 - Pb.850 psl, Fv.i50 ps1, fc•1300 pei, E-L00000pei
BEAM
4X
MODERATE WEATHERING POTENTIAL
BASEMENT WALLS, FOINOATICN 4 OTHER CONCRETE NOT EXPOSED
2_-00 Pi
TO THE WEATHER
HF STUD - fb.615 psl, Fv•150 pal, Fc.800 pet, E.1200000pa1
BASEMENT SLABS 1 INTERIOR SLAB ON GRADE, EXCEPT GARAGE
2500 P.1
FLOOR SLAB.
HF •2 - Fb.850 psi, Fv•150 pal, Fe.1300 pal, E•1300000x1
BASEMENT WALLS, FO IIDATION WALLS, EXTERIOR. WALLS l OTHER
3000 p4116% aR -VaRnd ✓- K)
VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER
DF -L'1 - Fb•1200 pal, FI -110 pal, Fc.1000 pal, E.1600000p.1
PORCHES, CARPORT SLABS 4 STEPS D POSED
31000 p•I (6% air 4srfftd ./- 1%)
TO THE WEATHER 4 GARAGE FLOOR SLAB.
w
CONCRETE MIXTURE SHALL CONTAIN AT LEAST OF 5V2 SACKS OF CEMENT PER CUBIC YARD
CONCRETE 'BATCH TICKET" SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL
VERTICAL RERFORCRG STEEL TO COMPLY WITH ASTM Ab8 GRADE 40 (GRADE 60 AT WALLS FETAINM = THAN 4FT OF SOIL)
CARPENTRY
GENERAL
ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE 860230)
ALL WOOD W CONTACT WTTW CCNOR-:TE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND ORLLED WOLES OF
PRESSURE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
PERIRC 3193. FASTENERS AND FOR PRESSURE PRESERVATIVE D FIRE RETARDANT TREATED WOOD SHALL
BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL. SILICON BRONZE, OR COPPER
6"MIN. CLEARANCE BETWEEN WOOD AND EARTH.
12' MIK CLEARANCE BETWEEN( FLOOR BEAMS AND EARTH.
ie" MN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH.
FASB ERN 5
ALL NAILS SPECIFIED ON THIS PLAN SHALL BE OF THE DIAMETER AND LENGTH LISTED BELOW
OR AS PERAPPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CCNSTI; CTIO4 (NDS)
ed COMMON (0.131' DNA, 2-U2' LENGTH), Sol BOX (0.13'01A, 2-I/2" LONG), kV COMMON (0.148' DIA- 3" (NOS)
10d BOX (0.128' DIA., 3' LENGTH), 16d COMMON (0.162" DIA, 3.1/2' LONG), V d SINKER (0148 DIA, 3-1/4' LONG)
5d COOLER (0086" DIA- I-5/8' LGN, ), bd COOLER (0092" DIA, 1-118' LONG)
LUMBER GRADE5
. RAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING
RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER
INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE 6TAM1-ED WITH THE GRADE
MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE
FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES UNA.:
JOISTS:
2X4 to 2X8
WOOD TYPE:
HF •2 - Fb.850 pal, Fv150 pal, Fc.1300 Del, E.1300000ps1
2X10 OR LARGER
HF -2 - Pb.850 psl, Fv.i50 ps1, fc•1300 pei, E-L00000pei
BEAM
4X
DF -L -2 - Fb.900 Psl, Fv.180 pi,F1350 pal, E. i600000pe1
6X OR LARSER
DF -L 4 - Fb.815 psl, Fv+110 pal, Fc=600 pai, E.1300000pa1
STUD
2XXA 2X6
HF STUD - fb.615 psl, Fv•150 pal, Fc.800 pet, E.1200000pa1
2x8 OR LARGER
HF -2 - F. -S15 pal, Fv150 p•1, FO.1300 pal, E•1300000ps1
P05T5
4X4
HF •2 - Fb.850 psi, Fv•150 pal, Fe.1300 pal, E•1300000x1
4X6
HF -2 - Fb.850 psl, Fv=150 Del, FC -1300 psl, E•1300000pe1
6x6 OR LARGER
DF -L'1 - Fb•1200 pal, FI -110 pal, Fc.1000 pal, E.1600000p.1
GLUED-LAMNATED BEAM(GLIB
SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -V8 FOR CONTINUOUS OR CANTILEVER SPANS
WITH THE FOLLOWING MINIMUM PROPERTIES: - -
Fb • 2,400 1-91, Fv . 165 P51, Fc • 650 P91 (PERPENDICULAR), E • 1)13"000 PSI.
ENGINEERED WOOD BEAMS AND I-JO15T
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY
BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST
ICC EVALUATION REPORT.
BEAMS DESIGNATED AS "� SHALL HAVE THE MINIMUM PROPERTIES:
Fb • 2325 P51, Fv • 310 PSI, Fc . S00 P51 (PERPENDICULAR), E • I -S50000 F-61-
BEAMS
SLBEAMS DESIGNATED AS „LVL„ SHALL HAVE THE MINIMUM PROPERTIES:
6
F. • 2,00 PSI. Fv . 285 P51, Fc • -150 P51 (PERPENDICULAR), E • L900,000 1 -61 -
BEAMS DESIGNATED AS "PSL° SHALL HAVE THE MINIMUM PROPERTIES:
Fb . 2,900 PSI, Fv . 290 P91, Fc . 150 PSI (PERPENDICULAR), E • 200000 P5L
CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS.
DEFLECTION SHALL ESE LIMTED AS FOLLOWS:
FLOOR LIVE LOAD MAXIMUM • L/4B0. FLOOR TOTAL LOAD MAXIMUM L/240.
SFA RICATED WOOD�3:
PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELFWEIGHT PLUS LIVE
LOAD AND SU ERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED
4 STAMPED BY A REGISTERED DESIGN PROFESSIONAL AND FABRICATED ONLY FROM THOSE DESIGNS.
NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED
FASTENER (SUCH AS SIMPSON STC) 70 ENSURE THAT THE TRU55 BOTTOM CHORD WILL NOT BEAR CN THE WALL.
ALL PERMANENT TRU55 MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS.
�/W��OOR�ATH�
TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/6' SHEATHING MINIMUM LNLE55 OTHERWISE SPECIFIED.
MINMlM NAILWG SHALL BE bd COMMON • b' OC. s PANEL EDGES AND 12. OC. IN FIELD UND. ON 64EARWALL
SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE
19/!2' TNG SHEATNRG W/ 40;20 SPM( RATING, UNLESS OTHERWISE SPECKED. MINIMf'I NAILING SHALL BE Sd COMMON
AT 6" OC. s PANEL EDGES AND 12" OC. N FIELD, STAGGER END LAPS AT ROOF AND FLOOR 5WEAT14NG.
REPLACEMENT 2X4 STUD WALL
(STUDS Ib" O4 W/ Top PLATE
SLOPED TO MATCH ROOF PITCH
ON NEW 2X4 P.T. SILL PLATE
ANC:CRED W! EXISTING SILL BOLTS
9
9
te
Lt
LINE OF lea ABODE
10' 0"
CAfRPORT
SGALE : I/4"= 1'-0"
1>" /01A� e.
1
EXISTING SLAB ON GRADE
TQ I�I�
tWy
�
!¢
3
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lS(75j
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QW
ON NEW 2X4 P.T. SILL PLATE
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LINE OF lea ABODE
10' 0"
CAfRPORT
SGALE : I/4"= 1'-0"
1>" /01A� e.
REPLACEMENT 2x4 STUD WALL
1
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TQ I�I�
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(STIDs Ib• OL. W/ Top PLATE
W�
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01
WQ
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ON NEW 2X4 P.T. SILL PLATE
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ANCHOFED W/ EXISTWG SILL BOLTS
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BEAMS SIUPPCRTED AT
U)
EXTERIOR WALLS IN EX15TING
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BEAM POCKETS TYPICAL
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REPLACEMENT 2x4 STUD WALL
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(STIDs Ib• OL. W/ Top PLATE
W�
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SLOPED TO MATOW ROOF PITCH
WQ
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ON NEW 2X4 P.T. SILL PLATE
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ANCHOFED W/ EXISTWG SILL BOLTS
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i X6 T* DECO TYPICAL
RHANYa TO I ITCH EX15T.
X
ING 6 X 8 12 LOW
ROOF FRAMING FLAN
SCALE : 1/4 1'-0"
2X4 KING SND W! 10d iv
CCM'10NI NAILS STAGGERED
/ AT 4' Ot. TO P057 4 BEAM 1
6X8 DF•I BEAM W�
BEVELED PLATE PER PLAN
51MPSON A35 ONE SIDE O
4X6 OF -2 FILLER POST
CANTILEVER 4 X 6 DF •2 C�
511"PSON LTP4 cn
BOTH SIDES
51MPSGN LSTAIB
5RIP50N A34 OR ONE SIDE
A23 FRAMING (31 2X4 OF -2 END
ANGLE TYPICAL POST LAMINATED W/
10d COMMON
NAILS
STAGGERED AT 8' O.C.
RECEIVED
CANTILEVER SUPPORT BEAN BEAM . 0 2012
1 �SCALE: �•=I'
CITY OF FEDERAL WAY
CDS
.1R ,,,41 cP
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PSA ��2aTE48�;ir
NAL SING`
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