12-1044980 4building - Multi Family
City of Federal Way
Community & Econ. Dev. Services Permit #: 12 -104498 -00 -MF
33325 8th Ave S
Federal Way, WA 98003
Ph: (253) 835-2607 Fax: (253) 835-2609 Inspection Request Line: (253) 835-3050
Project Name: TALL FIRS CONDOMINIUMS
Project Address: 1837 SW 318TH PL Unit 21C Parcel Number: 856110 0820
Project Description: REP - Rebuild existing carport roof on unit 21C 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 Areas . ft. 0 0 0 0
Additional Permit Information
Mechanical to be Included?....................................No
Permit for Building Shell Only? .............................No
Number of Stories.................................................1
Plumbing to be Included?.......................................No
No Fixtures Associated With This Permit 1!
CONDITIONS:
**Subject to field inspection with plans***
***STRUCTURAL CALCS TO BE AVAILABLE ON SITE AT TIME OF INSPECTION***
PERMIT EXPIRES Sunday, March 31, 2013
Permit Issued on Tuesday, October 2, 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
11
11-1 ar,4 the City of Federal Way.
Owner or agent: 7 �. - Date: It r Z " lZ
-�% ,-a (011q/1,3
Owner
Applicant
Contractor
Lender
JONG S LEE
YORK ENTERPRISES
YORK ENTERPRISES
OWNER IS LENDER
1837 S 318TH ST UNIT 21-C
PO BOX 7270
YORKEE*968PR (1/18/13)
FEDERAL WAY WA 98023-5138
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 Areas . ft. 0 0 0 0
Additional Permit Information
Mechanical to be Included?....................................No
Permit for Building Shell Only? .............................No
Number of Stories.................................................1
Plumbing to be Included?.......................................No
No Fixtures Associated With This Permit 1!
CONDITIONS:
**Subject to field inspection with plans***
***STRUCTURAL CALCS TO BE AVAILABLE ON SITE AT TIME OF INSPECTION***
PERMIT EXPIRES Sunday, March 31, 2013
Permit Issued on Tuesday, October 2, 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
11
11-1 ar,4 the City of Federal Way.
Owner or agent: 7 �. - Date: It r Z " lZ
-�% ,-a (011q/1,3
CITY OF
Federal Way
PERMIT #:
Project:
• THIS CARD IS TOMAIN ON-SITE
Construction In ection Record
INSPECTION REQUE TS: (253) 835-3050
12 -104498 -00 -MF Address: 1837 SW 318TH PL Unit 21C
JONG S LEE FEDERAL WAY, WA 98023-5157
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)
E]
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)
Final Electrical
Approved
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 (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
I
Insulation (4150)
E] 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)
Final Erosion Control (4375)El
Final - Building (4050)
Approved
Approved
Approved
By
Date
By
Date
By a
Date
❑
Rough Electrical
Approved
Final Electrical
Approved
Right of Way
Approved
By
Date
By
Date
By
Date
CITY OF "k RECEIVE PERMIT
Federal Way
COMMUNITY DEVELOPMENT SE260PE� T ° 2 "APPLICATION
wwu�.c¢I o-edIX eraAl. .
OF FEDERAL WAY
CDS
SF CMFD
CO ME PL DE '(EINN)) FP
tn
SITE ADDRESS
SUITE/UNIT #
/ F3 7 5 w 3 (8' R4c-e-
Ute, r
PROJECT VALUATION
ZONING
ASSESSOR'S TAX/PARCEL #
t, v
TYPE OF PERMIT
BUILDING ❑ PLUMBING ❑ MECHANICAL
❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION
NAME OF PROJECT
(Tenant Name/Homeowner Last Name)
_
LL
F b1tij (1-4140gel- GA/ 7Aa lYiilr_� 1-o iS p
PROJECT DESCRIPTION
Detailed description of Mork to
P F)I A/ F FAe-S
^
be included on this permit only
PROPERTY OWNER
NAME
PRIMARY PHONE
- CFS - (TAS
Q�, ]�L
MAILING (, J 7 � � ism
F MAIL
CITY
STATE
ZIP
NAME
PHONE
Asa- 3l
MArG ADDR=>5
CONTRACTOR
O 170
CITY
i d6
STATE
W4-
ZIP
yV�1
FAX
-2s3 - - - 5
WA STATE CONTRACTOR'S LICENSE #
EXPIRATION DATE
FEDERAL WAY BUSINESS LICENSE #
NAME r
PHONE
MAILING ADDRESS
E-MAIL
APPLICANT
CITY
STATE I
ZIP
FAX
PROJECT CONTACT
NAME_
PHONE
^J
(The individual to receive and
c C / J O/ V fV1eta 15-
' Oa - /0/3
MAIL GAD
= t 7a
E-MAIL
respond to all correspondence
concerning this application)
-0 OX 7 U
CI'S,71_-A
CN
STATE
/W/'��
ZIP /
!Cf
FAX
ALTERNATE CONTACT NAME:
A( f -SI l<
PHONE
E-MAIL
,a W'd
.20-377M
a A, r,
PROJECT FINANCING
NAME
/p 4� S If 6 r
LJ-
� OWNER -FINANCED
Required value of $5,000 or more
MAILING ADDRESS, CITY, STATE IP
PHONE
(RCW 19.27.095)
1 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.
SIGNATURE: 1 DATE
PRINT NAME:
Bulletin #100 -January 1, 2011
Page 1 of 3
k:AHandouts\Permit Application
S. &A
Akr a
BUILDING CODE: 2009 EDITION INTERNATIONAL BUILDING CODE
AND BT REFENCE THE 2009 NTER7ATION RE91D IAL CODE (IRC) AS A110DED By LOCAL ARISDICTICN
ROOF LIVE LOAD 25 PEP (I-.)
ROOF DEAD LOAD 10 PSF
FLOOR LIVE LOAD 40 PSF (REDUCIBLE)
FLOOR DEAD LOAD 15 PSF
WIND LOAD . 85 MPW WIND SPEED, EXPOSURE "B"
SOIL SITE CLA55 "D"
CONSTRUCTION TYPE: v -S
OCCUPANCY GROUP R•3
DFSIrdN f_I?ITFRIA
(AKUD
SNOW LOAD
WIND
SPEED
SEISMIC
E.BECT TO DAMAGE FROM
WINTER
DESIGN
ISE ELD
LAYMENf
FLOOD
HIA2ARp5
AIR
FREEZING
MEAN
AN41K
23M PHI
FROST LIE TERIIIIE
OECAY
FLOOR SLAB
2358 Del
CATEGORY
WEATHE
DEPTH
HF -2 - Fb•9T5 psi, Fv150 pel, Fc•1300 psi, E.S00000pe1
PORCHES. CARPORT SLABS 1 STEPS EXPOSED
RECUMED
TO THE LEATHER U GARAGE FLOOR SLAB.
INDEX
TBA►
WF 7 - Fb.650 psi, FV.150 pel, Fc -1300 psi, E.1300000pe1
6X6 OR LAR3ER
DF -L 'I - F-000 Del, PV.n0 psi. F-1000 Pel, E•1600000pe1
INI v
T.
xGNT
n
NO
PER
70
SO
3o
M
DI / DI
NIDD
8' p
J
�4
A*WICTON
F-
CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION.
IT 15 THE CONTRACTOR'5 RESPONSIBILITY TO IDENTIFY ALL OMISSIONS AND/OR DISCREPANCIES
TO THE 4RCNITECT PRIOR TO PROCEEDING WITH WORK. DP'ENSIONS TAKE PRECEDENT OVER SCALED DRAWINGS.
DEFERRED SUBMITTAL ITEMS
TWE FOLLOWING 15 A LIST OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE
PROVIDED BY THE BUILDER AT TIME OF APPLICATION FOR PERMIT OR AS A DEFERRED SUBMITTAL ITEM.
ALTERNATIVE-JOIST/BEAM MANUFACTURER PLANS.
- MANUFACTURED TRU59 DESIGNS AND LAYOUTS
GENERAL
FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE SOIL BEARING OF 7500 PSF
EXTERIOR FOOTINGS SHALL BEAR ID" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS
TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO
BE TWOROUGWLY COMPACTED.
DOLT HEADS AND NUTS BEARING AGAINST WOOD TO DE PROVIDED WITH 1/4'.3'x3' RATE WASHERS
WOOD BEARING ON OR INSTALLED WITHIN V OF MASONRY OR CONCRETE TO BE PRE55URE
TREATED WITH AN APPROVED PRESERVATIVE.
FOUNDATION SILL BOLTS TO BE 5/6" DIAMETER AT 6'-0" O.C. UNO. WITH MIN. T" EMBEDMENT
METAL FRAMING CG6ECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STEEL CONNECTORS
CONCRETE
MINIMllM COMPRESSIVE STRENGTH OF CONCRETE PER TABLE R4017
CONCRETE MIXTURE SHALL CONTAIN AT LEAST OF 5y BACKS OF GEMENT PER CUBIC YARD
CONCRETE -BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL
ARICAL REWOFGFG STEEL TO COMPLY WON ASTM A65 GRADE 40 (GRADE 60 AT WALLS RETANM MM TNAN lFT 6 5OIL)
CARPENTRI'
NERAL
ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE 8602-10)
ALL WOOD N CONTACT WITH CONCRETE TO BE PRE55URE TREATED. FIELD CUT ENDS, NOTCHE5, AND DRILLED WOLE5 OF
PRESSURE TREATED LU'IBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
PER IRC 3193. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL
BE 6 WOT•DrnD GALVANIZED STEEL. STAINLESS STEEL, SILICON BRONZE, OR COFFER
6" MN, CLEARANCE BETWEEN WOOD AND EARTH.
12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH.
IS., MN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH.
FA5TENERS
ALL NAILS SPECIFIED ON THIS PLAN SHALL BE OF THE DIAMETER AND LENGTH LISTED BELOW
OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ENDS)
Sc1 COMMON (0131' DIA., 2-1/2" LENGTH), 8d BOX (0113" DIA, 2.1/7" LONG), 10d COMrCN (0148' DIA. 3' LOW.)
10d BOX (0.126" DIA, 3' LENGTH), I6d COMMON (0.167' DIA, 3.1/7" LONG), 16d SINKER (0.148 DIA, 3.1/4" LONG)
Sd COOLER 10086" DIA, I•Sr8' LONG ), 6d COOLER (COW* DIA., 1.1/8" LONG)
LUMBER GRADES
FRAMING LUMBER SHALL COMPLY WITH TWE LATEST EDITION OF THE GRADING
RULES OF TWE WESTERN PRODUCTS ASSOCIATION OR TWE WEST COST LUMBER
INSPECTION BUREAU- ALL SAWN LUMBER SHALL BE STAMPED WITH TWE GRADE
MARC OF AN APPROVED LUMBER GRADING AGENCY AND SWALL WAVE TWE
FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES UN D.
JOISTS:
MINIMUM CONPFESSIVE STRENGTH MCI AT 28 DAYS
TYPE OR LOCATIONS OF CONCRETE CCWTRJCTICN
H -2 - Fb.850 P.I, F,S0 Pel, Fc•1300 Pei, E.1300000p 1
2x10 OR LARGER
MODERATE WEATNERING POTENTIAL
BASEMENT WALLS, FOUNDATION 4 OTHER CONORTE NOT EXPOSED
2<
TO THE WEATHER.
23M PHI
BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE
DFL -2 - Fb.Blb psi, FV. nV P.I. pc .600 Pel, E•1300000p6i
FLOOR SLAB
2358 Del
BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER
30" P61(6% si PNrserd J- 6.)
VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER
HF -2 - Fb•9T5 psi, Fv150 pel, Fc•1300 psi, E.S00000pe1
PORCHES. CARPORT SLABS 1 STEPS EXPOSED
3800 p; fbi eN erl.ewd •/- R/
TO THE LEATHER U GARAGE FLOOR SLAB.
HF -2 - Fb•850 pe;. FV •150 pet, Fc. 1300 pet, E•1300000pe1
CONCRETE MIXTURE SHALL CONTAIN AT LEAST OF 5y BACKS OF GEMENT PER CUBIC YARD
CONCRETE -BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL
ARICAL REWOFGFG STEEL TO COMPLY WON ASTM A65 GRADE 40 (GRADE 60 AT WALLS RETANM MM TNAN lFT 6 5OIL)
CARPENTRI'
NERAL
ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE 8602-10)
ALL WOOD N CONTACT WITH CONCRETE TO BE PRE55URE TREATED. FIELD CUT ENDS, NOTCHE5, AND DRILLED WOLE5 OF
PRESSURE TREATED LU'IBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
PER IRC 3193. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL
BE 6 WOT•DrnD GALVANIZED STEEL. STAINLESS STEEL, SILICON BRONZE, OR COFFER
6" MN, CLEARANCE BETWEEN WOOD AND EARTH.
12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH.
IS., MN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH.
FA5TENERS
ALL NAILS SPECIFIED ON THIS PLAN SHALL BE OF THE DIAMETER AND LENGTH LISTED BELOW
OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ENDS)
Sc1 COMMON (0131' DIA., 2-1/2" LENGTH), 8d BOX (0113" DIA, 2.1/7" LONG), 10d COMrCN (0148' DIA. 3' LOW.)
10d BOX (0.126" DIA, 3' LENGTH), I6d COMMON (0.167' DIA, 3.1/7" LONG), 16d SINKER (0.148 DIA, 3.1/4" LONG)
Sd COOLER 10086" DIA, I•Sr8' LONG ), 6d COOLER (COW* DIA., 1.1/8" LONG)
LUMBER GRADES
FRAMING LUMBER SHALL COMPLY WITH TWE LATEST EDITION OF THE GRADING
RULES OF TWE WESTERN PRODUCTS ASSOCIATION OR TWE WEST COST LUMBER
INSPECTION BUREAU- ALL SAWN LUMBER SHALL BE STAMPED WITH TWE GRADE
MARC OF AN APPROVED LUMBER GRADING AGENCY AND SWALL WAVE TWE
FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES UN D.
JOISTS:
WOOD TYPE:
2x4 to 2X8
H -2 - Fb.850 P.I, F,S0 Pel, Fc•1300 Pei, E.1300000p 1
2x10 OR LARGER
HE 7 - fb.850 pN, FV .150 P.I. Fc•1300 Del, E.1300000pe1
BEAM
2<
4X
DF -L 4 - Pb•900 psi, FV -kW psi, F-1350 psi, E.1600000p6i
bX OR LARGER
DFL -2 - Fb.Blb psi, FV. nV P.I. pc .600 Pel, E•1300000p6i
STUDS
Q W
2x4 4 2X6
W STUD - Fb.615 Del. FvB0 Del, Fc.E00 Pel, E.1200000Pe1
2X8 OR LARGER
HF -2 - Fb•9T5 psi, Fv150 pel, Fc•1300 psi, E.S00000pe1
P05T
WI
4X4
HF -2 - Fb•850 pe;. FV •150 pet, Fc. 1300 pet, E•1300000pe1
4X6
WF 7 - Fb.650 psi, FV.150 pel, Fc -1300 psi, E.1300000pe1
6X6 OR LAR3ER
DF -L 'I - F-000 Del, PV.n0 psi. F-1000 Pel, E•1600000pe1
GLUED -LAMINATED BEAM (GOB)
6HALL BE 24F -V6 FOR SINGLE SPA 4 24F -VB FOR CONTINUOUS OR CANTILEVER SPANS
WITH TWE FOLLOWING MINIMUM PROPERTIES.
ft,• 2400 P51, FV • 165 PSI, Fc 650 P51 (PERPENDICULAR), E . 1,800000 P51.
ENGINEERED WOOD BEAMS AND I-JO15T
CONTRACTOR SHALL SUBMIT SWOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY
WILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST
ICC EVALUATION REPORT.
BEAM5 DESIGNATED AS "LSO„ SWALL WAVE TWE MINIMUM PROPERTIES.
Fb . 2,375 PSI, FV • 310 PSI, Pc • 000 PSI (PERPENDICULAR), E . 1,550.000 PSI,
BEAM5 DESIGNATED AS .,LVL" SHALL WAVE TWE MINIMUM PROPERTIES:
Fb .2600 PSI. FV .265 PSI, Fc '150 P-51 (PERPENDICULAR), E . 1,900,000 PSI.
BEAMS DESIGNATED AS .,PSL.. 51-1ALL WAVE THE MINIMUM PROPERTIES:
Fb • 2.900 PSI, FV • 290 PSI, Pc • 150 PSI (PERPENDICULAR), E • 2,000.000 PSI,
CALCULATIONS SWALL INCLUDE DEFLECTION AND CAMBER IREOUIREMENNTS.
DEFLECTION SWALL BE LIMTED AS FOLLOWS:
FLOOR LIVE LOAD MAXIMUM . L/480. FLOOR TOTAL LOAD MAXIMUM . 1-1140.PREFABRICATED WOODTRUSSE51
PREFABRICATED WOOD TRUSSES 5WALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE
LOAD AND SUPER'MPOSEO DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SWALL BE DESIGNED
H STAMPED BY A REGISTERED DESIGN PROFESSIONAL AND FABRICATED ONLY FROM THOSE DESIGNS -
NONBEARING WALLS SHALL BE WELD AWAY FROM THE TRU56 BOTTOM CHCRD WITH AN APPROVED
FASTENER (SUCH AS SIMPSON 5TC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR W THE WALL.
ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER TUE TRUSS DESIGN DRAWINGS.
/WILL SH�ATN6YLOOR 5 ATNAY
TYPICAL WALL 4 ROOF SHEATHING SHALL BE lrW" SWEATWING MINIMUM UNLESS OTHERWISE SPECIFIED,
UM
MINIMNAILING SHALL BE 8d COMMON a 6' OC • PANEL EDGES AND WOO. IN FIELD UNO. ON SWEARWALL
SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE
W2' TNG SHEATWING W/ 40(70 SPAN RATING, UNLESS OTHERWISE 5PECFIED. MINIMUM NAILING SWALL BE Sd CONT101"1
AT 6" OC. • PANEL EDGES AND 12' OC. N FIELD. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING.
2ND
EXISTING SLAB ON GRADE
LINE OF 006 ABOVE J
O' 0"
BEAMS SUPPORTED AT —
EXTERIOR WALLS N EXISTING
BEAM POCKETS TTPICAL
•
CARPORT
SCALE : 1/4 i'-mI'
REPLACEMENT 2X4 STUD WALL
(STUDS 16' OC. W/ TOP PLATE
SLOPED TO MATCH ROOF PITCW
ON NEW 7X4 P.T. SILL PLATE
ANCHORED W/ EXISTING SILL BOLTS
I
I
I
I
•71
ROOF FRAMING PLAN
SCALE : 1/4"= V-0"
I CANTILEVER 4 X 6 DF 7 11 -1
501RUM A34 OR
A23 PRAT NG —
ANGLE TYPICAL
E
7XA KING STUD W/ 10d
COMMON NAILS STAGGERED
AT 4' OC. TO POST N SEAM
bXB OF . I SEAM W/
BEVELED PLATE PER PLAN
—51MPSON A35 ONE SIDE
- 06 OF -2 FILLER POST
SIMPSC*1 LTPA
BOTH 51M
_SIMPSON L57AW
ONE DE
(3) 7X4 OF 4 END
POST LAMINATED W/
10d COMMON NAILS
STAGGERED AT W OL.
VER 51PPORT BEAM RECEIVED
BEAM RECEIVED
7G' SCALE: �'•I'
OCT 0 2 2012
CDS
2'•0'
II
II
REPLACEMENT 7X4 STUD WALLINI
II
III
II
(STUDS 16' OC. W/ TOP PLATE
2<
;II
SLOPED TO MATCH ROOF PITCW
>klel
ON NEW 2X4 P.T. 54LL PLATE
ANCHORED W/ EXISTING SILL BOLTS a
Q W
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3
III
WI
II
W
III -
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41
p00
U
it
III
CARPORT
SCALE : 1/4 i'-mI'
REPLACEMENT 2X4 STUD WALL
(STUDS 16' OC. W/ TOP PLATE
SLOPED TO MATCH ROOF PITCW
ON NEW 7X4 P.T. SILL PLATE
ANCHORED W/ EXISTING SILL BOLTS
I
I
I
I
•71
ROOF FRAMING PLAN
SCALE : 1/4"= V-0"
I CANTILEVER 4 X 6 DF 7 11 -1
501RUM A34 OR
A23 PRAT NG —
ANGLE TYPICAL
E
7XA KING STUD W/ 10d
COMMON NAILS STAGGERED
AT 4' OC. TO POST N SEAM
bXB OF . I SEAM W/
BEVELED PLATE PER PLAN
—51MPSON A35 ONE SIDE
- 06 OF -2 FILLER POST
SIMPSC*1 LTPA
BOTH 51M
_SIMPSON L57AW
ONE DE
(3) 7X4 OF 4 END
POST LAMINATED W/
10d COMMON NAILS
STAGGERED AT W OL.
VER 51PPORT BEAM RECEIVED
BEAM RECEIVED
7G' SCALE: �'•I'
OCT 0 2 2012
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