Plans , _ ...
...,
STRUCTURAL
FIRE DAMAGE REPAIR ...
15965 S.W. Avon PI.
'TIGARD, OREGON
PROJECT DESCRIPTION VICINITY PLAN DRAWING INDEX
v _ - ; CS COVER SHEET
ROGGENKAMP ERICXSON & ASSOCIATES. P.C., THE STRUCTURAL ENGINEER OF RECORD Si STRUCTURAL NOTES
VISITED THE PROJECT SITE TO OBSERVE AND EVALUATE THE EXTENT OF DAMAGE TO 52 PARTIAL FOUNDATION / FLOOR PLAN
STRUCTURAL FRAMING. THESE DRAWINGS ARE INTENDED TO PROVIDE STRUCTURAL _ S3 PARTIAL SOUTH ELEVATION AND DETAL
CONSTRUCTION INFORMATION ONLY. INFORMATION PERTAINING TO ARCHITECTURAL I l � •�
MECHANICAL. PLUMBING AND ELECTRICAL REPAIRS SHALL BE PROVIDED ON A DESIGN -BUILD I
RASIS BY THE CONTRACTOR. - .11 - • I
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THE EXISTING RESIDENCE IS A TWO STORY WOOD FRAMED STRUCTURE. THE EXISTING sl �� 6) -
GRAVITY SYSTEM CONSISTS OF A WOOD FLOOR AND ROOF SYSTEM WITH WOOD FRAMED
1
INTERIOR AND EXTERIOR BEARING WALLS. :
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A SMALL AREA of THE FIRST FLOOR FRAMING AND THE SOUTH EXTERIOR OF THE
RESIDENCE WAS DAMAGED BY FIRE. THE REPAIRS TO THE DAMAGED ELEMENTS WERE
DESIGNED TO MEET DURRENT CODE REQUIREMENTS.
r
THESE DRAWINGS ARE BASED ON DAMAGE READILY OBSERVABLE AT THE TIME THE SffE 1 1
LEGEND: -
VISIT WAS CONDUCTED: HIDDEN RAMAGE DISCOVERED BY THE CONTRACTOR DURING
CONSTRUCTION SHALL RE BROUGHT TO THE IMMEDIATE ATTENTION OF THE STRUCTURAL 1 I rl .. -
ENDINEER. I ? aaJ... INDICATES KENT RESIDENCE
1 ,
CIT F TIGAIRD
h� 74 ,
1 1 " 1: • Approved .l t 1
t Conditionally Approved ( 1
1 - For only the work as described in:
„ # # _ PERMIT NO. M�T 2 � 7— �VO ° j
1 See Letter to Follow 1 1
N Attach ' /� Job Addre8r/ J � su • "4.1 »v f& • i D PROF 4
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ey: —i - pate: * a o \ GINE6. 42
27E/7 S.
CONTRACTOR STRUCTURAL ENGINEER. A / L *7
CORNERSTONE DISASTER REPAIR ROGGENKAMP ERICKSON & ASSOCIATES. P.C. .. O OREGON 4
CONTACT PERSON: DAN HEDEEN CONTACT PERSON: DAVID ROGGENKAMP, P.E., S.E. 9 ` /6. O A - , 3 , 9e, 4_
5331 S.E. MACADAM AVENUE, SUITE 377 10000 N.E. 7th AVENUE. SURE 150
PORTLAND, OREGON 97239 VANCOUVER, WASHINGTON 88885 A• ROGG
VOICE: (503) 295 -0108 VOICE: (360) 573 -4545
FAX: (503) 255 -1696 FAX: (360) 578 -7606 IExPIRES: 12 31
ROCGOIKAMP Sheet No.
COVER SHEE
360. 5 73.4 5 4 5 S T RU CTURAL FIRE DAMAGE REPAIR
�Yl i., I T ERICKSONBc FaY360,576,7606 Kent Residence
° E ' _ IR RESUMES, P.C. 10000 NE 7th Ave., Suite 150 15965 S.W. Avon Pl.
DISASTER
CS
.REPA �IIPICiIIIII Vancouver WA 98655 Tigard, Oregon
WIMPS REA PROJECT NUMBER: 07170 I DATE May, 29, 2007
-
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OY' 1' ICE COPY
•
•
2. ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL HAVE CORROSION
1. CODES REFERENCED IN THESE NOTES ARE THE VERSIONS MOST RECENTLY RESISTANCE IN ACCORDANCE WITH 2003 IBC, SECTION 2304.9.5.
ADOPTED BY THE PERMITTING AUTHORITY. .
2. VERIFY DIMENSIONS AND CONDITIONS. FIELD VERIFY DIMENSIONS AND DINER WOOD CONNECTONS
ELEVATIONS RELATIVE TO THE EXISTING STRUCTURE PRIOR TO FABRICATION OF
MATERIALS. 1. FRAMING CONNECTORS SHALL BE SIMPSON STRONG -TIE OR APPROVED. FILL ALL '
3. APPLY, PLACE, ERECT OR INSTALL ALL PRODUCTS. AND MATERIALS IN NAIL HOLES WITH NAILS AS SPECIFIED BY THE CONNECTOR MANUFACTURER,
ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. UNLESS NOTED OTHERWISE. HANGERS SHALL DEVELOP BENDING STRENGTH OF
4. ADEQUATELY BRACE STRUCTURE AND ALL STRUCTURAL COMPONENTS AGAINST MEMBERS. UNLESS CALLED OUT ON DRAWINGS.
GRAVITY. WIND, AND SEISMIC FORCES UNTIL THE PERMANENT GRAVITY AND
LATERAL -FORCE RESISTING SYSTEMS HAVE BEEN INSTALLED. ANCHORS 11 CONCRETE AND MASONRY
DFBON STANDARD 1. INSTALL ANCHORS TO MANUFACTUER'S RECOMMENDATIONS.
2. ADHESIVE ANCHORS IN MASONRY SHALL MEET THE FOLLOWING CRITERIA:
2003 INTERNATIONAL RESIDENTIAL CODE WITH OREGON STATE AMENDMENTS A. ANCHOR SYSTEM MUST BE ICC APPROVED.
B. ANCHOR COMPONENTS SHALL CONSIST OF ALL - THREAD ROD, NUT, WASHER
pEBON CRITERIA AND ADHESIVE INJECTION GEL SYSTEM.
C. ANCHOR RODS SHALL HAVE ROLLED THREADS.
1. DESIGN LIVE LOAD, UNLESS NOTED OTHERWISE, IS AS FOLLOWS: D. ANCHOR ROD NUTS SHALL CONFORM WITH ASTM A 194.
A. UVE !DADS: 40 PSF E. ROD MATERIAL ASTM A36
• F. • ACCEPTABLE ADHESIVE INJECTION GEL SYSTEMS:
FRANNGLUNBER 1) .HIT HY -1 S0,' BY HILT[ FASTENING SYSTEMS. INC.
1. LUMBER SPECIES SHALL BE DOUGLAS FIR -LARCH OR HEMLOCK -FIR, GRADE 2) SET 22, BY SIMPSON STRONG TIE. INC.
LUMBER ACCORDING TO RULES OF WEST COAST LUMBER INSPECTION BUREAU RLpANOF FIRE DAMAGED WODD FMNRIG
(WCUB). .. . . . . .
2. FRAMING. LUMBER SHALL MEET THE FOLLOWING GRADING CRITERIA: 1. MEMBERS OBSERVED TO HAVE STRUCTURAL FIRE DAMAGE ABOVE AND BEYOND
A. EXTERIOR WALL STUDS SHALL BE NO. 2 GRADE. ' SURFACE DISCOLORATION SHALL BE CLEANED AND SCRAPED TO, REMOVE ANY
B. INTERIOR BEARING WALL STUDS SHALL BE NO. 2 GRADE. CHARRED MATERIAL IN ALL CASES, MEMBERS SHALL BE REPLACED WHEN
C. JOISTS SHALL BE N0. 2 GRADE. SCRAPING OF CHARRED MATERIAL RESULTS IN REDUCED MEMBER SECTIONS
D. BEAMS SHALL BE NO. 2 GRADE. EXCEEDING THE FOLLOWING CRITERIA:
C. BLOCKING. PLATES. AND BRIDGING SHALL BE STANDARD OR BETTER OR
STUD GRADE NOMINAL MFMRFR_SL7F MATFRIAI RFMOVFQ I
3. MAXIMUM MOISTURE CONTENT SHALL BE 19X AT 3X OR LESS (LEAST 1X "' 1/16• -
DIMENSIONS) MEMBERS. 2X AND LARGER 1 /B'
4. PRESSURE TREAT PLATES AND LEDGERS IN CONTACT WITH CONCRETE
ACCORDING TO AWPA• STANDARD C -2. LABEL PRESSURE- TREATED LUMBER WITH STRUCTURAL FRAMING SHALL BE REPLACED TO MATCH EXISTING MEMBER SIZES ,
THE AWPB (AMERICAN .WOOD PRESERVERS BUREAU) 'QUALITY MARK. SHOWN, ONO.
2. GAUGE METAL HARDWARE (e.g. SIMPSON CONNECTORS) EXPERIENCES
FLOOR_BNEITHMO LARGE REDUCTION IN DUCTILITY AND STRENGTH WHEN EXPOSED TO EXTREME
REPLACE DAMAGED AND REMOVED FLOOR SHEATHING WITH NEW SHEATHING HEAT AND ARE, PRONE TO BRITTLE FAILURE. ANY HARDWARE SHOWING EVIDENCE •
IDENTICAL TO THE FLOOR SHEATHING REMOVED, PROVIDED THE SHEATHING IS OF HEAT DAMAGE. S AND RE BUBBLNG OF SURFACE NG UH IIATION OR WARPING
RATED FOR RESIDENTIAL USAGE AS NOTED ON THESE DOCUMENTS. THE FLOOR
SHALL BE REMOVED AND fPlACEO TO MATCH EXISTING ING '.N,O.
SHEATHING IS TO SPAN A MINIMUM OF TWO BEAM SPACES,'AND THE END JOINTS 3. SMOKE OR FIRE DAMAGED MEMBERS THAT ARE TO REMAIN IN PLACE SHALL BE
OF ADJACENT PANELS ARE TO BE STAGGERED. CLEANED OF CHARRED MATERIAL AND COVERED WITH AN APPROVED SEALANT,
NALNO AND CONNECTOR SCHEDULE .� P QC T (,/,9
1. MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS. UNLESS NOTED OTHERWISE - 5 D PRO 4 (
ON DRAWINGS SHALL BE AS FOLLOWS: �� GIN �..
CONNECTION NAILS (BOX OR SINKER UNLESS i/, E `9 �
NOTED OTHERWISE ON DRAWINRAWING)
STUDS TO PLATES - END NAIL ( 25 IRA
O.R_STUDS TO PLATES - TOE NAIL ( 4) 10d
TOP PLATES & BOTTOM PLATES iO OREGON
-SPIKE TOGETHER )Sd AT B' OC 9 O
-LAP AND INTERSECTIONS (4 lUd EA SIDE JOINT / 'of- 3 INN P
ROOF, CEIUNG JOISTS O R ��F, 4_
-TO PLATES OR BEAMS R. TOE NAIL ((2)) 10d ' 'q •
BLOCKING TO PLATE - TOE NAIL r2 10d
BLOCKING TO JOISTS - EACH END (( .10d .
CORNER STUDS d AT 12' OC , [EXPIRES 12 -31 -08 i
RQUIENKR P STRUCTURAL NOTES
J 7., L OEA EIIICKSIIN& I 3 STRUCTURAL FIRE DAMAGE REPAIR Sheet No.
i A F' 60.573.4545. Fax 360.576.7606 Kent Residence .
�; TE L
. ( ..,/ D13A'BR REPAIR AB P.G. t0000NE 7th Ave.,6utte150 15965 S.W. Avon PI.
31
BIiUBIdPii Vancouver, wa9B685 Tigard, Oregon .
EppI6BlPS REA PROJECT NUMBER: 07170 I DATE May. 29, 2007
UNDAMAGED EXISTING BEAM
7.
UNDAMAGED EXISTING BEAM
1
EXISTING 4x4. POST
ON 24 - 0 CONC. PIER
BELOW
EXISTING CONCRETE WALL
UNDER EXISTING 2x6
S _ N C CRIPPLE WALL
REMOVE EXISTING DAMAGED FLOOR
SHEATHING AND REMOVE SHEATHING \ �
j r
AS REQUIRED TO REPLACE BEAMS \
NEW PLYWOOD GUSSETS EACH SIDE,
TYP. MATCH EXISTING GUSSET
UNDAMAGED EXISTING BEAM GEOMETRY AND NAILING
NEW 4x8 BEAM
S .
I ji
0 — EXISTING 2x6 CRIPPLE WALL
I ® NEW 2x6 CRIPPLE WALL
TBEAMT 0 N t EW SILL PLATE AND WALL FRAMING AS REQUIRED y�R �-C PRO/re 9
SUPPORT \ NGIEe , (
REPAIR DAAGED CONCRETE C�
' INSTALL NEW VENT 'it . r
PARTIAL FOUNDATION / FLOOR PLAN ( ° /S/ ° %" - , /47
1 2 0 C fC 3;4'5 4Q
'EXPIRES 12- 31 -08I
EA ROGGEN ASANIP P PARTIAL FOUNDATION / FLOOR PLAN
11 UUII[Iflh 30.573,4545 STRUCTURAL FIRE DAMAGE REPAIR Sheet No.
1 .
ki ,M �' ERICKSON& Fax 6 360.576.7606 Kent Residence
r 10000 NE 7th Ave., ulte
�. AICICIATEI P . C . 15965 S.W. Avon PI. S2
DISASTER REPAIR Vancouver, WA 96665
t =UI d Tigard, Oregon
[11011111 }S REA PROJECT NUMBER: 07170 I DATE: May, 29.2007
/NEW FLOOR SHEATHING REPLACE OSB. WALL SHEATHING.
AND I WALL FRAMING + AS REQUIRED I
CORNER I 1
REPLACE SILL PLATE AS REQUIRED = =/' " °�°.
REUSE EXISTING ANCHOR BOLTS I �� NEW DRILLED IN ANCHOR
I ' 1► �� SILL PLATE
1 .....m. 1i
NEW 4x4 STUB COLUMN
UNDER NEW BEAM, TYP.
REPLACE VENT AND REPAIR CONCRETE BY CHIPPING OUT DAMAGED CONCRETE
LEAVING CHIPPED EDGES. OF CONCRETE PERPENDICULAR TO VERTICAL FACES
OF WALL. SET NEW VENT, IN PLACE AND DRYPACK VOIDS SURROUNDING VENT
WITH GROUT. FINISHED DRYPACK SURFACE TO BE FLUSH WITH EXISTING CONCRETE.
MATCH EXISTING CONCRETE TEXTURE AND FINISH.
PARTIAL: SOUTH ELEVATION
NEW FLOOR SHEATHING
-i
jl � P OcTUp.
NEW BEAM � AN PROe
E
G - ee ipv %� � OREN S � I
0 DETAIL � L , 0 ' ' GO 9$� 4 -�
. .. I EXPIRES: 12 -31 -08 1
p PARTIAL SOUTH ELEVATION AND DETAIL
x R UCC rr 360 .573.4545 STRUCTURAL FIRE DAMAGE REPAIR ShestNo.
( I — ; , -0, ERICKSO Fax 3605767806 Kent Residence
DISASTER REPAIR AI88CIATEI, P.C. 10000 NE 7th Ave., Suite 150 15965 S.W. Avon Pl.
v � bow Vancouver, WA 98685 Tigard, Oregon
ERBIUM REA PROJECT NUMBER: 07170 I DATE May 29, 2007