Plans (2) OFFICE COPY
CAMPBELL RESIDENCE �; K
* 9RJ tV I1�
,, Note: reference attached drawings for all 1F _
I
VED
14661 SW 130th Ave Ti ard, El
OR 97224 / structure e
s , �, �' � /� � , , / ,� r notes & details. I
ngineering n 6�
Project Description: �� �'i ���i ',I; i `� BUILDING CONTRACTORIHOMEOWNER CONTRACTOR SHALL VERIFY ALL DESIGNER: FEB Fi .�
KITCHEN REMODEL TO INCLUDE REMOVING WALLS ' / :.A ' 'i' ti a �.,�, TO REVIEW AND VERIFY ALL DIMENSIONS, CONDITIONS AND DIMENSIONS AT THE
/' SPECS,AND CONNECTIONS BEFORE JOB SITE AND NOTIFY THE DESIGNER OF Ka(en Linder � .,� �
i 11870 SW Wd—d St
FOR MORE OF AN OPEN CONCEPT. ,,?r i i /, CONSTRUCTION BEGINS. ANY DIMENSIONAL ERRORS,OMISSIONS RONand.OR 97224
OR DISCREPANCIES BEFORE BEGINNING (so3)5164745
Property Information: ��
`' ' f, 7 /�i i 4 ELECTRICAL SYSTEM CODE:SEC 2701 ILDIN�®�V�C�01�
p Pt)/ f / i OR FABRICATING ANY WORK. DIVISION
r
MECHANICAL SYSTEM CODE:SEC 2801
• County.Tigard/Washington ` ' a , % 'x/i ''/ �' ti �,- PLUMBING SYSTEM CODE: SEC 2901 --- ! CONTRAC O
i- /
T RS :
John Jones
Jurisdiction.Tigard/Washington '% i i , ,, '�` J '� '* , , �� Oreemgre Rendvetbns
GENERAL NOTES nsasswmeoeeile a
�7 o I ' i , . *,v, Ss„ d 97140
Style:Single FamilyResidential '; i f
`' ' v ' / 1.MATERIALS AND WORKMANSHIP TO CONFORM TO THE CURRENT EDITION OF THE OREGON
cca zz eiz7
/. / STRUCTURAL SPECIALTY BUILDING CODE AND THE REQUIREMENTS OF THE CONTRACT
Year Built'1993 �"" '�* i ,f-^'i.,.. , A
- / DOCUMENTS. STRUCTURAL:
State ID:2S109A002800 2.REFERENCE TO CODES,RULES,REGULATIONS,STANDARDS,MANUFACTURER'S assn-W wuuitams me
100 East 136 Street su b 10
INSTRUCTIONS OR REQUIREMENTS OF REGULATORY AGENCIES IS TO THE LATEST PRINTED vu—WA Sasso
Alt Account Number:R2022158 e //� EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION OF BID UNLESS THE DOCUMENT sosaaa-04so ,_
DATE IS SHOWN.
N'Ay!T`.../�
�! r/ 3.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE
CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO
DETAILS SHOWN USE SIMILAR DETAILS OF CONSTRUCTION,SUBJECT TO REVIEW BY THE
OWNER'S REPRESENTATIVE.
d_rawlna indexb�
P 4.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES
— \
A01 - I Cover Sheet AND FOR CHECKING DIMENSIONS.NOTIFY THE OWNER'S REPRESENTATIVE OF ANY W
DISCREPANCIES AND RESOLVE BEFORE PROCEEDING WITH THE WORK. l i
A02 Site Plan _ y
A04 New Male Floor Plan 5.DRAWINGS TO SCALE E E 18x24 PAPER.
A03 �aln FI00(AS BUIIt _�I 6.PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING
__ _ _ __ CONSTRUCTION.SUCH MEASURES INCLUDE,BUT MAY NOT BE LIMITED TO,BRACING AND ,
,A05 Inte(10(EIE:VatIOr1S&S2CtlOn-EIBVatIOn SHORING FOR LOADS DURING CONSTRUCTION.VISITS TO THE SITE BY THE DESIGNER/ENGINEER
—.}.._ i WILL
A06 Mechanical,EI2Ct(ICaI H PIUflTbing NOT INCLUDE OBSERVATION OF THE ABOVE NOTED ITEMS.
-� 7.INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS >
REPRESENTS THE PRESENT KNOWLEDGE,BUT WITHOUT GUARANTEE OF ACCURACY. ,f] Q it
REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE DESIGNER OR LLJ CL w N
ENGINEER.DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN Z E O c,'_4
DIRECTION FROM THE DESIGNER.
- 8.COORDINATE THE SIZE AND LOCATION OF FLOOR,ROOF,AND/OR WALL OPENINGS Q V
ASSOCIATED WITH,BUT NOT LIMITED TO,ELECTRICAL,MECHANICAL AND PLUMBING TRADES. I/J
i. W �
9.THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION.THE CONTRACTOR IS
RESPONSIBLE FOR ALL BRACING,SHORING,AND SEQUENCING TO MAINTAIN STABILITY. O a) CO Q1
10.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING A SAFE PLACE TO WORK _ M: ♦—
AND MEETING THE REQUIREMENTS OF ALL APPLICABLE JURISDICTIONS.EXECUTE WORK TO
".et. ENSURE THE SAFETY OF PERSONS AND ADJACENT PROPERTY AGAINST DAMAGE BY FALLING I
_ DEBRIS AND OTHER HAZARDS IN CONNECTION WITH THIS WORK.
Y ��
L,e % ,? 11.ASSUMPTIONS HAVE BEEN MADE CONCERNING THE SOUNDNESS OF EXISTING
STRUCTURAL COMPONENTS TO REMAIN WITHIN THE BUILDING.IT IS FURTHER ASSUMED
THAT THESE EXISTING STRUCTURAL COMPONENTS WERE ORIGINALLY DESIGNED AND DATE:8/25/2021
j CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF PRACTICE AT THAT TIME.THE
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS CONCERNING THE PRESERVATION OF
THE EXISTING STRUCTURAL COMPONENTS TO REMAIN,UNO. -
' a
I REV:
wood:
.tr"
LUMBER GRADES SHALL BE AS FOLLOWS,EXCEPT AS NOTED ON DRAWINGS:
- JOIST,RAFTERS&4 INCH NOMINAL BEAMS #2 GRADE DOUGLAS FIR
W POSTS&6 INCH NOMINAL BEAMS #1 GRADE DOUGLAS FIR rREV.
Q
2X4 FRAMING&STUDS STUD GRADE DOUGLAS FIR
2X6 FRAMING&LARGER STUDS #2 GRADE DOUG R
LAS FI ....__
H
' BUCKS,BLOCKING&BRIDGING #3 GRADE DOUGLAS FIR II
M ,�nt PLATES&SILLS ON CONCRETE PR.TR.DOUGLAS FIR
„ 4 ` 2X6 DECKING COMM.GRADE D.F.OR HEM-FIR
ur U „ PROVIDE SOLID BLOCKING FOR JOISTS AND RAFTERS AT ALL BEARING WALLS AND BEAMS. PROVIDE
BRIDGING AND FIRE STOPPING AS REQUIRED BY CODE.
w3ePv + ROOF,WALL AND FLOOR SHEATHING SHALL BE APA RATED SHEATHING FOR EXPOSURE OR CDX OR
EQUIVALENT ORIENTED STRAND BOARD WITH EXTERIOR GLUE. SHEAR WALL SHEATHING SHALL BE
dMraxa..+' INSTALLED WITH JOINTS BLOCKED UNLESS NOTED OTHERWISE. USE EXTERIOR TYPE PLYWOOD FOR
EXPOSED LOCATIONS SUCH AS SOFFITS.
NAIL ALL MEMBERS WITH MINIMUM NAILING TO CONFORM TO TABLE 23-11-B-1 OF THE UBC AND INCREASE
WHERE
NGERS
TED ON THE DRAWINGS ARE
ODEL NUMBERS OF
SIMPSON INDICATED.FASTENERS
COEMPANY,INCA"AND MAYOBE REPLACED WITH EQUIVALENNT MODELS.INSTALL ALL DRAWING:
CONNECTORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WITH NAILING IN ALL
AVAILABLE HOLES.
464* I CUTTING OR NOTCHING OF BEAMS,JOISTS,RAFTERS,AND COLUMNS NOT ALLOWED WITHOUT PRIOR
APPROVAL.JOISTS AND RAFTERS MAY HAVE A CIRCULAR HOLE NOT EXCEEDING 15%OF DEPTH DRILLED
AT CENTER OF MEMBER. STUDS IN BEARING WALLS MAY BE NOTCHED NOT EXCEEDING 25%OF DEPTH AT
TOP AND BOTTOM 1/5 OF HEIGHT OR MAY HAVE A CIRCULAR HOLE NOT EXCEEDING 1/3 OF MEMBER
DEPTH DRILLED AT CENTER AT ANY HEIGHT. COVER
E"
E SHEET
rr Homeowner will take necessary precautions to remove or relocate items of value to
be reused and/Or saved,or in any danger of being damaged due to construction
process.These drawings are the proprietary work product of Karen Linder Interior
Design.Use of these drawings and concepts contained herein without permission of
Karen Linder Interior Design is prohibited.To the best of my knowledge these plans
are drawn to comply with owner's and/or builder's specifications and any changes --- — —
made on them after prints are made will be done at the owner's and/or builder's SHEET$�
expense and responsibility.The contractor shall verify all dimensions and enclosed
drawings.Karen Linder Interior Design is not liable for errors once construction has
begun.While every effort has been made in the preparation of this plan to avoid AO 1
mistakes,the maker can not guarantee against human error.The contractor of the
job must check all dimensions and other details prior to construction and be solely
responsible thereafter.
site plan legend
' � KAREN LfNpER
SW 130TH AVE B/L PROPERTY LINE
TREE/ ----
+ —P/L P P P SHRUBBERY ! DESIGNER:
Karen Linder
CONCRETE tte]o. SW
w4awo d St
Portland,OR 9]224
(503)515-]
Q GRASS/SOD
CONTRACTOR(S):
John Jones
omen
N O
163 Sw M..ft
L.n
otl 97140
971-27fi8]
ocB22]a]2
r
u STRUCTURAL:
- \ AssOciatetl CgnwllaMs,In[.
1 W East 13N Street suite 10
V-111,WA 89660
5013944460
36M8B W
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LTJ CL -N
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HOUSE 2
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DATE:8/25/2021
CL REV:
b
'REV: --
a `-
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+ DRAWING:
i
SITE PLAN
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SHEET#
P/L P P P/L P P/L P/L P P/L
SITE PLAN A02
SCALE.1!8"=1'-0"
-- - -- - - N
general notes
GENERAL: t h,KART•gid LINUFR
-CONTRACTOR TO VERIFY 1, c
EXISTING LOCATIONS OF ALL
UTILITIES WHETHER SHOWN
HEREIN OR NOT AND PROTECT
THEM FROM DAMAGE. DESIGNER:
-CONTRACTOR IS SOLELY
RESPONSIBLE FOR ALL MEANS Karen Linder
AND METHODS AND SHALL 11870 SW Wlw d St
MAINTAIN THE STRUCTURAL (soij sisaiee z2n
INTEGRITY OF ANY
CONSTRUCTION UNTIL ALL CONTRACTOR(S):
FINAL LATERAL AND VERTICAL
LOAD CARRYING SYSTEMS ARE John.Jones
COMPLETED. D,e�Rtrn°xer°ns
CONTRACTOR SHALL KEEP THE 17633 SW Mendel Lsne
CONSTRUCTION SITE IN A s'�'te2T9 iao
- ———————————————— BROOM CLEAN CONDITION AT I CCB:227872
ALL TIMES DURING THE -- ----
I PROJECT STRUCTURAL:
I IAssocieled ConsWtants.lnc
DIMENSIONS ARE FINISH TO 100 Ewt 13th Street suite 10
V—.,.WA 98660
13' FINISH UNO;CONTRACTOR IS 101360.oaeD
RESPONSIBLE FOR 360699-0sw
3'-2" 6'-7 1/2" 3'-2 1/2" VERIFICATION AND IS TO
REPORT ANY DISCREPANCIES
I
TO DESIGNER BEFORE
I PROCEEDING.
I I
————————————————J
ro —
00 LIVING (D
LU CL
N Z E O N
CU
OU
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� m
O af°i rn
x�11'-0 1/4"
ENTRY �� T-10"—4--3'-3"
6'-41/2" N !DATE: 8/25/2021
0
DINING
P 12'-11" I REV:
0 27" i 10'-e"
6'-0 314"--�
REV:
w in
O
29 0
T
1'y
101-8" 4'-7"—iD 3'-2" T-5" 6'-8" 2'-6" 2'4"
N I
KITCHEN — c
CH:9•-0•;TYP.UNO.
N
N FAMILY ry 14
DRAWING: -
° ° ® wall legend:
-- - As-Built Plan
I I
(E)2.6 EXTERIOR li
(E)2x4 E)(TERIOR j
cV ��(E)2X6 INTERIOR
®(E)2X4 INTERIOR
(N)WALL
WALL TO DEMO
14'-10" 19'-3" PARTIAL HEIGHT WALL
34'-1"
ODNCRETE WALL `---_--_— --
(N)CONCRETE WALL SHEET#
A03
Main Floor As-Built
J
�_ ! SCALE. 114"=1'-0" ���.
general notes
GENERAL �1=, KAR(Y LINDER
-CONTRACTOR TO VERIFY f 1
e
a , EXISTING LOCATIONS OF ALL „
UTILITIES WHETHER SHOWN
HEREIN OR NOT AND PROTECT I
OPEN N� A� CONTRAcroR is SOLELY DESIGNER:
RESPONSIBLE FOR ALL MEANS
AND METHODS AND SHALL Kasen Linder
MAINTAIN THE STRUCTURAL 11870 SW Wadwood St
iy¢ Portland.OR 97224
INTEGRITY OF ANY 150315154745
CONSTRUCTION UNTIL ALL --------
s FINAL LATERAL AND VERTICAL ! CONTRACTOR(S):
LOAD CARRYING SYSTEMS ARE �'
COMPLETED. John Jones
CONTRACTOR SHALL KEEP THE Dreamw,a Ra"o"ane"a
" CONSTRUCTION SITE IN A 17633 SW eaandei Lane
BROOM CLEAN CONDITION AT aii7soaii40
ALL TIMES DURING THE L CCe227672 —
---------------- PROJECT STRUCTURAL:
a DIMENSIONS ARE FINISH TO "mea c"nwuana iu
100 Fat 13th Sbeel suite 10
FINISH NSIB CONTRACTOR IS Vag"a"u.c 56668
RESPONSIBLE FOR 503 "e 600
VERIFICATION AND IS TO 'fi08�-0sa7— - —
REPORT ANY DISCREPANCIES
6'-8" 3'-2" 6'-7 1/2" T-2 1/2" , /1 TO DESIGNER BEFORE
-y� 1�,�,, ,p PROCEEDING.
PERSPECTIVES FOR REFERENCE ONLY;NOT FOR CONSTRUCTION
I------------------' I_ - WIL3EN(EjOPEN(NC7
LIVING w CL s
Z E 5 2!
N O U
L N
t
(E)WALLS _ f - '� w �
AROUND DESK .� ccco
' ,I,TO BE REMOVED A ' O_ a)rmm
m
II
ENTRY �' 7' DATE:; ;_ DATE: 8/25/2021
6'-4 1/2" --
__ � REV:
DINING PERSPECTIVES FOR REFERENCE ONLY;NOT FOR CONSTRUCTION
UPS plan legend
I REV:
A =WINDOW;'(e)windows to be
6'-0 3/4"—� replaced w/(n)windows same size
225x60' 1 =DOOR
o CLOSE c)
2_9" '� -REFERENCE
\ � STRUCTURAL
=ELEVATION HT
10'-8" y`11-11" 3'-6"- —5'-9" 2'-4" d x =ELEAVTION/SECTION
newbeam-aee Si.o new beam-see 51.0 A05
��ELEVATION
iRXXJ =INSULATION
N I a
05 1\ =DETAIL
- �� REFERENCE
- -_]--�21'4N DRAWING:
fV O
N FAMILY m b KITCHEN wall legend: (scale V-0"=1/4'1
• � AOS ADS CH:9'-0',TW.UNO. �
e�
(E)2x6 EXTERIOR (N) Main
r4 -
(E)]x4EXTERIOR Floor Plan
2'-2" (E)2X6 INTERIOR
�- —�(E)2X4 INTERIOR
(N)WALL
i WALL TO DEMO
PARTIAL HEIGHT WALL
14'-10" 19'-3"
L __. "',CONCRETE WALL ..µµ
34'-1" _(NI CONCRETE
WALL SHEET#
/ New W Maln 1Fo00r Plan ---- — -- REFERENCE S1.0 FOR STRUCTURAL INFO. / N '04
plan legend
A�=WINDOW;-(e)MW-sM K1Rt N IIN, DFR.
rePkcetl w/(n)windows oma f
1 =DOOR
Fr i I K —
=REFERENCE '
STRUCTURAL DESIGNER:
3011 3711 12" =ELEVATION HT
4211 3011 -1811 Karen Linder
=ELEAV1iON/SECTION ft,y d,OR 9]224 g'
ELEVATION (503)515-0]45
INSULATION
� CONTRACTOR(S):
I
II n
OETAIL John Jones
REFERENCE(� 17633 WMnaven"ne 1]633 SW Mandel lane
8]140
971-27"d
T
- � CCEF22]6)2
STRUCTURAL:
O o C...Uft,1-
100 Eel 1 [sute 10
/
Vacrovrer WA 9MW
I T 03 364-0460
E99-060
360 ]
m —
\ 1
a I o c,'
T—
zxaz'CORNER
18" 30I 18" _
36I 036
II30II--� —37I12N f a • A4I
SIN
1
Fridge Elevation Range Elevation Island Elevation >
Q
SCALE: 1/2"=1'-0" b - -- - C
SCALE: 1/2"=1'-0" W o
SCALE: 1/2"_1'-0" r c�I
r- Z E o P-4-
U �a)
O L
Lu (D C
m m
DATE:8/25/2021
i
REV:
REV:
SECOND FLOOR
(NOT MEA-RED)
51.0 I3
(N 112 X 12 GL
JI
LIVING OPEN TO _-- �_ DRAWING:
6EvoND KITCHEN oIENTo r �.I
DINING Interior
Elevations &
Section-
;
4�
- =- TO,Oil
-
Elevation
s1.9 CRAWLSPACE „' �t.�p "'
0
I
PERSPECTIVES FOR REFERENCE ONLY;NOT FOR CONSTRUCTION i SHEET#
� d } Section Elevation
-- - -
REFERENCE S1.0 FOR STRUCTURALINFO. A0
- - SCALE 1/4"=1'-0"
lighting legend
KAREN LIND R
wall sconce f>
n t lotus LED light --
_ DESIGNER:
o puck light
Karen Linder
—. _- ----- 11670 SW Willi oe St
tL Portland OR 97224
ceiling mount 1 (503)5154745
exhaust fan with CONTRACTOR(S):
- J John Jones
III Drc--Renwat—
wall switch 17603 SW Maaeei tam
Sh—d 97140
----- 971-276-0847
CCB 227872
r
wall switch With — --
timerSTRUCTURAL:
• ________________ — 10DOciateeC Str tnts.lnc.
3 way switch o East la h street style 10
Vacrawer,WA 98660
I GD garbage disposal ---01307
110v duplex outlet
I
° 220+v duplex outlet
hood vent outlet
L------------------ refrigerator outlet
-- s kom a and carbon
monoxide detector
electrical panel >
wall = Uj Q r N
wall register Z E o N
-(E)ELECTRICAL TO REMAIN F7
led garage light IIS O U 3
LCij O
L -2
a)
0 t
N 0
'DATE: 8/25/2021
� ^(E)ELECTRICAL TO REMAIN
REV:
- I
uP i!REV:
I cra
i _ cra I R
DRAWING:
'(E)ELECTRICAL TO ftEMA1N-RELOCATE
SWITCHES AS NECESSARY Cl Mechanical,
Electrical &
°r �r
Plumbing
I
SHEET#
-� New Main Floor MEP A06
��i SCALE:1/4"=T-0"
�PUCTu9
9 4FYU I'kpj.'.9<
2 SIMPSON SDWC -O__�_ " '*
() '� f ��+ � POST-SEE DETAIL 9137.0
STRUCTURAL NOTES: 15000 TOE SCREWS _. I` _.__-____J_-
1. THESE NOTES SHALL STIPULATE THE MINIMUM STANDARDS OF CONSTRUCTION,AND THE EACH SIDE,NP `
DRAWINGS SHALL GOVERN OVER THE NOTES IN ALL MATTERS SPECIFICALLY STATED. (E)FLOOR SHTG j v,
VERIFY
TIONS,AND NOTIFY ENGINEER OF
CONDIDISCRTIONS AT THE JOORE BSITE�ANDFOR NIS AND EXISTING EMPORAHE NRV BUPPORTROF THE BreUILfMNGPRIOR (E)FLOOR SHPGrt - (E)FLOOR JOISTS '
TO THE COMPLETION OF THE VERTICAL AND LATERAL LOAD SYSTEMS.ALL WORK SHALL T $
CONFORM TO THE 2021 OREGON RE6IDENTAL SPECIALTY CODE(ORSC). h �' ti� o
TH
OES NOT PROVIDE COMPLETE FLASHING AND
OFING DETAILS.
IS
2. pTERP ROOFING.ITS AL SUBCONTRACTOR ETHERTOPROFTH GENECOALCONTRACTOR
O TRACTOARPHE ()WALL DSL TOP PL- d/l 1i li (N)BEAM-$EE PLAN (
ENGINEER DO NOT REPRESENT THEMSELVES TO BE EXPERTS IN THE FIELD OF
ATER
VIDE
OF CARE IN WORKMANSHIP AND MATERIALS TO PROVIDE COMPLETE WATER PROOFING Y L (E)FLOOR SEAM L" /
' SYSTEM.RDRAINAGE SHALL NOT E ALLOWED TO RUN BEHIND ANY FASCIA BOARDS OR AND
- -
THE
I I( `� (NI bx4 POST (E)BEAM
ONTO THE EXTERKKi FINISH OF THE STRUCTURE - ate+ C
VAL ES OF THE
` ADPPROVAL PRIOR TOItJSULATtON.IGNATED ELEMENT.ANY SUBSTITUTIONS TOP 8 BOTTOM OF _ POSTCSIMPSON EPC4Z (N)SIMPSON AB44 --- -- _ -- �� f O C o
3. SUBSTITUTIONS ARE NOT ALLOWED WITHOUT DOCUMENTATION STATING IT MEETS -'---
DOCUMENTATION SHALL BE SUBMITTED TO THE ENGINEER OF RECORD(EOR)FOR (N)SIMPSON A34 PAST CAP POST BASE L- 'l O
V h
DESIGN STANDARDS
KING STUD to'SIMP$ON'iITEN NO CONIC
Q V
_ N
BULD6dG CODE CG
2021 ORE RESIDENTIAL SPECIALTY CODE IORscI .O- SCREW w/4"EMBED
GRAVITY IN)FOOTING-SEE PLAN y $
• ROOF LIVE 20 Pel (6)12d NAILS
TTT
FLOOR WE 40 Psf SAW CUT TOP OF(E) (N)2-0SQx9 FTG 1 p til ou-
F�CTOR
w
JAMB POST AS REQ'D UNDISTURBED (2)-k4 BARS EA WAY, 51.0 TYP S - S
8
MINGIRORND SNOW oOF LOAD
LOOAD SNOW %-25 PM (N)2X KING STUD r NEW OPENING_ (Ej GRADE 'a•, a._a 3L e TYP -#..-j 1.31 GL
SNOW E%PGSURE Ce-f 0 • -_- N-V7SFA1+1T�
-_ --
SNOW IMPORTANCE FACTOR is=t a --- 57.0 P AT FN
m
THERMAL FACTOR CI=1.0 _ rL�_ DEMO EXISTING
J (EI POST(2-2x MINI. " w V L- --1 BEARING WALL
GEOTECHNICAL PROVIDE ADDITIONAL
ALLOWABLE SOIL PRESSURE(ASSUMED) STUDS AS REQUIRED DEMOLISH (N)1'-6'30x9"
ON GRiANUTAR PADS 16W per SEE PLAN 3 EXISTING BEARING FTG,TYP
31.0 AT FLOOR WALL j
FOUNDATIONS:
1 OU D FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL OR PROPERLY PRESSURE
O N 12 0"(MAX) o r 5 9 k IMAX)
ARE
BLE
1 1f2"=r-o" 1 1Y1"=r-o^
1 150D i FOOTINGS SHALL BED ON AN ASSUMEDUNDISTURBED
SOIL OR PROPERLY
COMPA T OF DETAIL DETAIL o Z
ENGINEERED FILL PLACED OVER PROPERLY PREPARED SUBGRADE$
2 DO NOT EXCAVATE CLOSER THAN 1112 TO 1 SLOPE BELOW BOTTOM OF FOOTING$ o - - �i N
I
0
BACKFILL ALL PIPE TRENCH AND OTHER EXCAVATIONS BELOW FOOTINGS AND SLABS
WITH
FIELD VERIFY MATERIAL SUITABLE FOR COMPACTION.COMPACT TO DENSITY OF 95%OF >
(E)BLK'G -
STANDARD PROCTOR DENSITY(AASHTO T-180 1L ___- - r
CONCRETE: (E)FLOOR SHT
w
T
7. PROVICONCRETE MATERIALS, PLACING AND CURING ACCORDING G
-�DE _
TO AC1301,-STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE'.
2. MIX DESIGN REQUIREMENTS -
A. THEACISTANDRD SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS
•
ACI-301S HALL BE FOLLOWED FOR ALL ITEMS NOT SPECIFICALLY COVERED ON THE
DRAWINGS AND SPECIFICATIONS. SII
B. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 25M PSI
D. MAXIMOM3LUMP EXPOSHALL BE EDTOF4INCHE$. OA PARTIAL SECOND FLOOR FRAMING PLAN
D. CONCRETE EXPOSED TO FREEZE/TNAW CYCLE SHALL HAVE 5%ENTRAINED AIR ,5
3. DO NOT PLACE CONCRETE ON FROZEN GROUND,
4. REINFORCING STEEL:ASTM A 615,GRADE 60 - 114"=t'-0'
5. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING: li
CLEAR COVER
CONCRETE CAST AGAINST[EXPOSED TO EARTH 3'
VERTICAL SURFACE EXPOSED TO EARTHCONCRETE
ANCHORS IN CONCRETE: ExvosEo TO AIR W
1. INSTALL ACCORDING TO MANUFACTURERS RECOMMENDATIONS. PIAN NOTES:
(N)CEIUN :: +� (E)FLOOR JOIST 0
2 INSTALL WITH
IBC SPECIAL INSPECTION ACCORDING TO SPECIAL INSPECTION PROGRAM (PATCHBREPAIR TO 1. -FIELD VERIFY ALL DIMENSIONS OF EXISTING STRUCURE NOT SHOWN ON THESE DRAWINGS.USE O
MATCH-EXISTING) WRITTEN DIMENSIONS
ONLY DO NOT SCALE THESE DRAWINGS.BRING ALL DISCREPANCIES TO THE
3. MECHANICAL SCREW ANCHORS(CONCRETE) ENGINEER'S
IGC-APPROVAL: [REPORT NO.ESR-27131 PROVIDE TEMPORARY 7 SUBSTITURONS ARE NOT ALLOWEDWITHOUTPRIOR APPROVAL,SEE GENERAL NOTES. LLJ
MATERIAL: ZINC PLATED ACCORDING TO ASTM B-633 SHORING AS REQD PRIOR w
ACCEPTABLE ANCHORS •RTEN HO",BY SIMPSON STRONG-TIE COMPANY,INC. TO START OF DEMOLITION,TYP 3. SEE SHEET$1.0 FOR GENERAL NOTES 6 DETAILS
IN)BEAM-SEE PLAN-/ 4. PROVIDE TEMPORARY SHORING AS REQUIRED PRIOR TO START OF DEMOLITION. W 111
7
FRAMING LUMBER: 2d TOENAIL EA JOIST EA SIDE OF BEAM V Q N
1. LUMBER SPECIES:DOUGLAS FIR-LARCH,GRADE LUMBER ACCORDING TO RULES OF WEST
N
• COAST LUMBER INSPECTION BUREAU(WCUB} Z F W
2 LUMBER GRADES: WM 0-'
JOIST IN.2 QV O
BEAMS N0.1
POST N0.1 U5
U) w
BLOCKING,PLATES,AND BRIDGING STANDRD 1 SND GRADE OR GREATER LLi G F
2 DETAIL J
3. MAXIMUM MOISTURE CONTENT:1M AT 3X OR LESS(LEAST DIMENSIONS)MEMBERS. 3°=1'-O" J
4. PROVIDE SOLID BLOCKING(SAME DEPTH OF MEMBER)AT ALL POINTS OF BERING W
(MAXIMUM SPACING OF S.W.)AT JOISTS WITH A 5:1 OR GREATER DEPTH-TO-THICKNESS
RATIO OR WHERE 1 EDGE OF JOIST IS NOT ATTACHED TO SHEATHING,WALLBOARD, m
BRACING,ETC. Q�
5. PRESSURE TREAT PLATES AND LEDGERS IN CONTACT WITH CONCRETE OR MASONRY C
ACCORDING TO AWPA STANDARD G2.LABEL PRESSURE-TREATED LUMBER WITH THE G
AWPB(AMERICAN WOOD PRESERVERS BUREAU)QUALITY MARK.
6. ALL FASTENERS(INCLUDING NAILS)DRIVEN INTO PRESSURE TREATED WOOD SHALL 8E
CORROSION RESISTANT IN ACCORDANCE WITH IBC.
WOOD CONNECTIONS:
1. FRAMING CONNECTORS:SIMPSON STRONG-TIE OR APPROVED.FILL ALL NAIL,SCREWS,
AND BOLT HOLES AS SPECIFIED BY THE CONNECTOR MANUFACTURER,UNLESS NOTED
OTHERWISE.HANGERS ARE TO DEVELOP BENDING STRENGTH OF MEMBERS,U.N.O.ON
DRAWINGS.
R 2. ANCHOR BOLTS:ASTM A307 OR ASTM A 36.
3. PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON
W� PROJECT NO.
DEMOLITION:
1. PRIOR TO REMOVAL OF THE EXISTING SUPPORTING STRUCTURE,ADEQUATELY SHORE THE
21-211
EXISTING PORTIONS SO THAT NO MOVEMENT OCCURS.MAINTAIN THE EXISTING LINES AND PIGT w1E ONID-XIx1
ELEVATIONS AFTER PERMANENT SUPPORTS ARE IN PLACE.
2. SHORING FOR THE EXISTING STRUCTURE MUST BE POSITIONED TO ALLOW THE BUILDING ppTE: O2-0&IDRi
TO REMAIN OPEN.
3. ANY DEMOLITION OR CONSTRUCTION THAT RESULTS IN SIGNIFICANT DUST OR NOISE MUST
DRAWN IT,
BE SEPARATED FROM THE REMAINING BUILDING BY ADEQUATE DUST PARTITIONS. CHECKED By en
4. PROVIDE TEMPERORY HOOK-UPS TO ALL DISRUPTED UTILITIES DURING DEMOLITION AND
UNTIL THE NEW PERMANENT HOOK-UPS ARE COMPLETED.
STRUCTURAL
NOTES,
PLAN&
DETAILS
DRAWING INDEX S1 .0
S1.0 STRUCTURAL NOTES,PLAN 8 DETAILS