Plans • •• `
LIABILITY • ' - IlF`"'
•• • •'i •
...
�M �'�' GENERAL NOTES:
The City of Tigard and its Cv • ••• _ V^°'N A4t Sn _
eeS Sh a11 not b e L ALL WORK 18 TO COMPLY WITH THE LATEST ADOPTED VERSION ; ', '
employ •� ° ° • OF THE UNIFORM BUILDING C ODE,
BOCA CODE AND ANY APPLICABLE
• .. • G
• • i I STATE, COUNTY OR LOCAL REGULATIONS. responsible for discrepancies •
e • • •.• 6 ° .
� ay appear herein. • • • • • • • • 2. THE CONTRACTOR 18 RESPONSIBLE TO CHECK THE PLANS
AND IS TO NOTIFY THE DESIGNER OF ANY ERRORS OR
e • • • • I OMISSIONS PRIOR TO THE START CF CONSTRUCTION.
' aS
e•• ... • •
• o • • • • . . • • 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED
• •f • • ;3• • ° • • • I' DIMENSIONS. DO NOT SCALE THE DRAWING. I I
a.
CITY OF TIGARD 4. DESIGN LOADS, ROOF 40 PSF - TOTAL LOAD
Approved
+ (25 P8F LIVE LOAD) KY
Conditionally Approved ( ): i I B2 PSF (40 P8F LIVE LOAD)
For only the work as_dean in: ' SEISMIC 80 ZONE 3
MPH ( � B)
PERMIT NO. J"I 3 ` C X � C � ` ^ � 3 SOIL PRESSURE 1,500 PBR MAXI UM
See Letter to: Follow ( ): I /
Attach .. ( ): i ( 1,� (IF YOUR LOCAL AREA REQUIRES DIFFERENT DESIGN LOADS
Job Address; ° J tack. ---- ....... � B J j A•Ya� CONSULT W1T14 A LOCAL STRUCTURAL ENGINEER TO DETERMINE
By 11 A - Date: _ -1/ D 5 G� - �S oYVj.l > THE APP1GaOPRIATE REVISIONS
} � •/ S. INSULATION ROOF (VAULTED) R -30 ;`
a-- N ROOF (FLAT) R -38
royal is WALLS (EXTERIOR) R-21 y ;
Final inspection app — FLOOR (ovER UNHEATED SPACE) R -29
`C RJRAIACE DUCTS (UNHEATED SPACE) R -8 "PI
required prior to occupancy .
6. THE ABOVE VALUES AREA MINIMUM AND MAY BE INCREASED
�aVS sl d IF DESIRED. VERIFY WITH CONTRACTOR .'
6 T4 1- S •C 1. ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD '`,
RATING OF LESS THAN 25 AND A SMOKE DENSITY RATING
Ar.
--i it --� I OF LESS THAN 450 ,..
8. PR OVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN ' `
Address shall be posted :;
and visible from street. I RAFTERS.
7.N
3 A IN is
ALL WINDOWS WITH kr OF THE FLOOR; AND WITHN-IT
At
OF ANY DOOR ARE TO WAVE TEMPERED GLAZING r.
10. ALL EXTERIOR WNDOWS ARE TO BE DOUBLE GLAZED AND ''r
L __ ' Y
ALL EXTERIOR DOORS ARE TO BE SOLID CODE WITH '
uEATHERSTRIPPING. PROVIDE 1R' DEADBOLT LOCKS ON
ALL EXTERIOR DOORS, AND LOCKING DEVICES ON ALL _U
Approved plus . 1 DOORS AND WINDOWS WITHIN 10 FT. (VERTICAL) OF GRADE.
PROVIDE PEEP -HOLE 54 - 66 IR ABOVE FINISH FLOOR i
shall be on job site. t
ON EXTERIOR ENTRY DOORS. "�
\ N IL CONNECT ALL SMOKE DETECTORS (SEE FLOOR PLAN FOR 'M
SO. 00 \ LOCATIONS) TO HOUSE ELECTRICAL SYSTEM AND INTERCONNECT
�� • +� �: EACH ONE, 80 THAT, WHEN ANY ONE 18 TRIPPED, THEY WILL {
S.W. SERENA WAY SO1ND
_ 12. MECHANICAL / HEATING PLANS BY OTHERS - SEPARATE PERMIT k
/\ SITE PLAN
REQUIRED. o
,5. 1,f,` .ltd : y i 4., a� 1;' _ '`U i . ' 1 .;. � €� . ; .}, ra n �df " . , a .1 , . -a J F n .t
4 SCALE : I. _ 20r-Co i ?' u.,, u+. . . .
SITE DATA :
TOTAL SITE AREA 6,219 SQUARE FEET s ��N f 2 R U7 '.i4c.b.
BUILDING FOOTPRINT AREA : 1,948 SQUARE FEET ; 1 v
(31.00% COVERAGE) ` � r J�4- -� q/ii
PROJECT ADDRESS rtw� ;:� >:., , zas; t, t > �� n , k 4
9845 S.W. SERENA WAY C
TIGARD, OREGON 91224 j 1F 126ole Z. • 14 Maz -`r0N
G1jY
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®UN® T1Q 4®°� : • • l FLOO FUMING NOTES:
L FOOTIP ARE TO bN U LEVEL SOIL DEVOID L PROVIDE FIREBLOCIGINts, ORAFT8TGP8 AND FIRE8TOP8 AS PER
OF ANY'ORts MATERIAL AND STEPPED A8 REQUIRED TO a THE 1.113.C. SECTION 1®S OF THE 1991 EDITION OF THE LNIFORM
MAINTAIN REQUIRED DEPTH BELOW THE FINAL GRADE A BUILDING CODE
2. 801E IN� �• • ° e • y .,
2. BUBFLOOR : 2X6 T 4 G DECKING (SEE SHEATHING 8c EDULE)
• • earn d TO BE 1,500 PSF. - PROVIDE I/2' UNDERL4YMENT OVER PLYWOOD g
3. ANY FILL 191E R tiUWOI EO SLABS TO BE A MINIMUM � 3. BEARING !EXTERIOR
RING UTALLS : WALLS - 2 X 6 DF -L AT 16' O.C.
• OF 4' GR MATERIAL COMPACTED TO 9596.
ry , 4. FOR CONNECTIONS NOT OTHERWISE SPECIFIED, COMPLY WITH UDC.
4. CONCRETE : - BASEMENT WALLS AND FOUNDATIONS
NOT EXPOSED TO WEATHER s 3 NOT 23, ESPECIALLY TABLE 23- II -B -L
- BASEMENT WALLS AND FOUNDATIONS '�® PB.I.
EXPOSED TO THE WEATHER : 3000 PEI 1- _-4 T, ;� "_4r :� "` . ; `�=- P , _ 47.:'1"..4r:,;;,:-...;'-'=`,%.,:',.,:, ti. .:z Via. { ;p ��, w r
.ST. i s . ` 'a : - fi�A+�... r " Ci � ,. : {t..
SLUMP (FOOTING) — 3' - 5'
SLUMP (SLAB) 2' - 4'
PORTLAND CEMENT 150 '
r �/I��V/tlNW vG� �Gl�l C-150
5 Vl SACKS PER CUBIC YARD
AGGREGATES PER C -33 (3/4' MAX AGG. SIZE) Ix ROOF FRAMING NOTES: e-
WATER PER C -94 - ,
CONCRETE TEMP. BETWEEN 50 - 90 F I. PROVIDE FIREBLOCKING, DRAFTBTOPS AND FII3ESTOPB AS PER ,4
AIR ENTRAIN SS - 1% THE U.B.C. SECTION WS OF THE 1994 EDITION OF THE UNIFORM .
(.48 PER UB.C. APPENDIX CHAPTER 26, TABLE A -26 -A) F BUIL CODE 0.
2. BEARING WALLS : EXTERIOR WALLS - 2 X 6 DF -L AT 16' OL. Al
NOTE : CONCRETE SUPPLIER SHALL ASSUME FULL !RESPONSIBILITY FOR .,
THE MIX DESIGN AND THE OVERALL PERFORMANCE OF THE CONCRETE. 3. CONNECT EACH RAFTER TO SUPPORT AT EAVE WITH (I) SIMPSON ,
14-3 OR 14-25 HURRICANE TIE - TYPICAL
B. REINFORCING STEEL TO BE A -615 GRADE 40. WELDED WIRE 4. CONNECT EACH ROOF BEAM TO EAC SUPPORT USING (2) SIMPSON
MESH TO BE A -188. PLACE ALL REfl Oi�GING PER A I. STANDARDS. c
LAP ALL CONTINUOUS BARB 40 X DIAMETER (MN.). ?822' TWISTED STRAPS (OR (2) '6T22' STRAPS) - ONE EACH SIDE OF
WALL CONNECT EACH KING POST TO SUPPORT BEAM BELOW WITH 7,^
6. EXCAVATE SITE TO PROVIDE A MINIMUM OF 18° CLEARANCE 4 (2) SIMPSON '8T22' STRAPS.
UNDER ALL GIRDERS, BEAMS AND JOISTS. of4 S. ROOF SHEATHING TO BE V1' PLYWOOD (24/0) OR APA RATED
SHEATHING (SEE SHEATHING SCHEDULE) ' .
1. COVER ENTIRE CRAILL SPACE WITH 6 MIL BLACK 'VISQ EEN' A.
VAPOR BARRIER AND EXTEND UP FOUNDATION WALLS TO L, 6. FOR CONNECTIONS NOT OTHERWISE SPECIFIED, COMPLY WITH UBL. s o
P.T. I•f SILL. (12' MN. LAP AT EDGES) ` CHAPTER 23, ESPECIALLY TABLE 23- II -B -L
8. PROVIDE A MINIMUM M OF I S FT. OF VENTILATION AREA FOR - 4
EACH ISO SQ. FT. OF CRAWL SPACE VENTS ARE TO BE
t ,..., ,I` 1 ,. _ .. : . : r , r ,. _h f;. ;.. - r + .' „ .; ,, . - 1 ��:� , J . ,_ 4 1 ,..
CLOSABLE WITH V4' MESH c . . , .. { , o ..
CORROSION RESISTANT SCREEN. '
POST NOTICE RE: OPENING VENTS AT THE ELECTRICAL PANEL ''
S. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE
TREATED OR PROTECTED WITH 55° ASPHALT SATURATED FELT. a
10. BEAM POCKETS N CONCRETE TO HAVE in. AIRSPACE AT SIDES (i) Vedr 3 mckc. Fium £t I+ C en2ApPt/
AND ENDS WITH A MINIMUM BEARING OF 3 N. - SET BEAMS ON 55°
ASPHALT SATURATED FELT PAD.
IL SLOPE CRAWL SPACE TO LOW POINT AND PROVIDE CRAWL SPACE V 41:
DRAIN TO OUTSIDE DRAINAGE SYSTEM AS PER SECTION 2510 OF U.BG w
A
12. WATERPROOF BASEMENT WALLS BEFORE BACIFILLING PROVIDING
A 4 N. DIAMETER PERFORATED DRAIN TILE BELOW THE TOP r�
OF THE FOOTING (SEE BUILDING SECTIONS). 0
13. PROVIDE CORNER BARS ( X 24' I ) AT EACH HORIZONTAL.
' BAR AT ALL CORNERS AND INTERSECTIONS.
PA NThP R st t45
. ANCHOR BOLT SPACING : ` �+
14 `
k
5/8' DIA. X 10 LONG ANCHOR BOLTS AT 4'-0' O.C. MAX AND l'-0' MAX 0
W CORNERS USE 48' OTC:. SPACING UNDER DOORS AND III ®M /
WINDOWS) S) - -ALLL MUDBILLB TO BE 2X PRESSURE TREATED WOOD. `'
'a Z o •411 MORTON
15Vl(ir7 Et Se, y4 Co' .
12.
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ROOF NOTES:
1
L PROVIDE CONTINU ROOF RIDGE BENTS IN UPPER PORTION OF 4
ROOF AS SHOWN ON PLAN SO THAT THE NET FREE VENTILATING AREA .
NY h .
SHALL BE NOT LESS THAN 1/300 OF THE AREA OF THE SPACE ., ..
BEING VENTILATED (PER 1991 EDITION OF THE U.8c)
2. PROVIDE (3) 1 I/2° DIAMETER HOLES IN 2X BLOCKING BETWEEN RAFTERS IN f IZ 1f75 icy
AT 48' O.G. FOR SAVE VENTILATION (EVERY OTHER RAFTER BAY) St
3. EXTERIOR SUPPORT WALLS : 2 X 6 DF -L STUDS AT 16' O.C.
A$�1'l OM / / 0' L-
4. ROOF SHEATHING TO BE 1/2' PLYWOOD (24/0) OR APA RATED {, '`� ?� , ,. E r , . °,,; .
SHEATHING (SEE SHEATHING SCHEDULE) �'eigM : AA 1 MOR -` oN
h'� ' fit. u r .FwM1 j : C'-IHr ��i k 5� °+�`t: s; L�� Ac a+} '+ "a Y ' s .-'i w' wi- t� 7 w c-+. .rr,
- n �, utu .D - °4x+ rr S ��' -'`�, 3'F'",5 :M':.``:.- `'rx'ia .� .F, ' :bL'7Wli .
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x•30 laE6l N
Alf 1050141)0g . 1M \ SHEATHING SCHEDULE:
Prit pp�� pp �p �}�p I
'I' V/ '''/ • � ! I SHEATHING I e BOARD, EN BOARD. RAKEES:U SWATHING R BO
4/ PUl1 ' eP 01141 ►�� ` ad BOX NAI�L6 AT � X NAILS AT 6' O�G FIELD. ALL PANEL EDGES AND
P I
I_ W
(EDGES MAY BE BLOGD (E FOR SHEAR)
YZ` GYP•�R• 1�iS�} /� Wstd� AND
! a� gee' PLYWOOD (92/16) OR APA RATED SHEATHING WITH led
� ' SHEATHNG , COM1" tON NAILS AT 6' O.C. ALL PANEL EDGES AND 10e1 COMMON
Ufo lve `pf ` M ` 4Npr ' l+ NAILS AT 10' Oa FIELD.
il : ► � 5►C realer) vE ' (EDGES MAY BE WBLOCKED FOR SHEAR)
tsell V114, Zp WI C sti lC.i�.(C� — -#'y+P,{�,,� E Q►OR 1R' PLYWOOD (24/0) OR APA RATED SHEATHING WITH ad cor•rloN
��.Jlx�� v�l WALLS: NAILS AT 6' O ALL PANEL EDGER AND ed COI -PION NAILS AT
cry-Pr-Au 12' O.C. FIELD.
(t5et Ol EVirri o j 6� � , S ) e��" ' ' . �f (ALL EDGES MUST BE BLO0(ED)
L' y�� A,u l - wag= 1/2' GYPSUM WALLBOARD UWBOARD BOTH SIDES OF WALL WITH NO. 6 DRYWALL
W� SILLA 1 g i t Sam]
■
� L8 PLATES AND BLOCKS. TTER EDGER AND 12' AT ALL 011-ER
MA MA A'�' WI r� tbv.2�' �`O STUDS,
At WltJ - rtwicAL I MATc1+ ex — ,i hIci
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,, One & Two-Family Dwelling
,�'�i'�', t a Plan Check Fees
City of Tigard
PERMIT INFORMATION:
Permit #: nn s— cic,3 _ onn 5 3 Plan #: Date: -D. 5 s
Site Address: 9 i s Sty) sEierAr A w Y Parcel #: p5 I N 13A 06100
Subdivision: r el pots n . , Lot #:. - Zoning: g , -/.5 —
Jurisdiction: -r; c, Setbacks: Front: a0 ' Rear: .-q Left: 7' Right: . S'
Class of Work: A I Stories: / First Floor: 368
Type of Use: 5 Height: f,., ` Second Floor:
Construction: ,S°^! Floor Load: y Third Floor:
Occupancy Group: 1e °s Dwelling Units: Fourth Floor:
Valuation: 34 t03. �!7 Bedrooms: Total Floors:
Bathrooms: Basement:
Decks: Garage:
Porches: Other: .
FEES: Description: Fee Amount: Amount Paid: Balance Due:
Plan Check: Building: X32. 90 /`(6.7/ 16.19
Extra Set:
Permit: Building: 35'3.36 -35s, , 30
Tax: Gt•66 p ia . 66
Mechanical: - 70..5 - 0 7a 50
Tax: .6 a g' • f 0
• Plumbing: 13. .
Tax: a.66
Electrical: 5 4 So
Tax: / /. .2g' N.� ca
Low Voltage: ---
Tax: —
SDC: CDC Bldg. Rev.: . 2r) sa. .7r9"
CDC Ping. Rev.: P /) -0 . ? O
Parks: .---
TIF Res.: `"°
TIF MT:
Erosion Permit:
Erosion CWS: °°
Erosion COT: °
Water Quality: °
Water Quantity: —
' SUB - TOTAL:
Sewer: Permit:
Inspection:, .
:) . SUB- TOTAL:
TOTAL: 43/130 6'8.5 -
i: Vdsts 'forms\ResPlanCheckFees.doc 2/4/02 Page I
1 & 2 FAMILY PLUMBING FEES: 1 & 2 FAMILY MECHANICAL FEES: •
PRICE TOTAL DESCRIPTION: Price Total
FIXTURES (individual) • QTY (ea) AMOUNT Table IA Mechanical Code Qty (Ea) Amt •
Sink 16.60 1) Furnace to 100,000 BTU
Lavatory 16.60 including ducts & vents Dt4G. i <a em If / 14.00 Ili
2) Furnace 100,000 BTU+
Tub or,Tub/Shower Comb. 16.60 including ducts & vents 17.40
Shower Only 16.60 3) Floor Furnace
Water Closet 16.60 including vent 14.00
4) Suspended heater, wall heater
Urinal 16.60 or floor mounted heater 14.00
Dishwasher 16.60 5) Vent not included in appliance permit
6.80
Garbage Disposal 16.60 -
6) Repair units
L aun d ry Tray 16.60 12.15
Washing Machine 16.60 Check all that apply: Boiler Heat Air
Floor Drain/Floor Sink 2" 16.60 For items 7 -11, see Comp* Pump Cond
**
footnotes below.
3" 16.60 7) <3HP; absorb unit to
4" 16.60 100K BTU 14.00
Water Heater 0 conversion 0 like kind 16.60 8) 3 -15 HP; absorb unit
Gas piping requires a separate mechanical 100k to 500k BTU 25.60
permit. 9) 15 -30 HP; absorb
MFG Home New Water Service 46.40 unit .5 -1 mil BTU 35.00
MFG Home New San/Storm Sewer 46.40 10) 30 -50 HP; absorb
unit 1 -1.75 mil BTU 52.20
Hose Bibs 16.60 11) >5011P; absorb unit
Roof Drains ^ 16.60 >1.75 mil BTU 87.20
Drinking Fountain 16.60 12) Air handling unit to 10,000 CFM
10.00
Other Fixtures (Specify) 16.60 13) Air handling unit 10,000 CFM+
17.20
14) Non - portable evaporate cooler
• 10.00
15) Vent fan connected to a single duct
Sewer - 1st 100' 55.00 6.80
Sewer - each additional 100' 46.40 16) Ventilation system not included in / appliance permit 10.00 /!)°`
Water Service - Ist 100' 55.00 17) Hood served by mechanical exhaust
Water Service - each additional 200' 46.40 10.00
Storm & Rain Drain - 1st 100' 55.00 18) Domestic incinerators
17.40
•
Storm & Rain Drain - each additional 100' 46.40 19) Commercial or industrial type incinerator
Commercial Back Flow Prevention Device 46.40 69.95
Residential Backflow Prevention Devices 27.55 20) Other units, including wood stoves
10.00
Catch Basin 16.60 21) Gas piping one to four outlets
Inspection of Existing Plumbing or Specially 62.50 5.40
Requested Inspections per/hr 22) More than 4 -per outlet (each)
Rain Drain, single family dwelling 65.25 1.00
Grease Traps 16.60 Minimum Permit Fee $72.50 SUBTOTAL: $7;t
QUANTITY TOTAL 8% State Surcharge $
Isometric or riser diagram is required if
Quantity Total is > 9 TOTAL RESIDENTIAL $
*SUBTOTAL
PERMIT FEE:
8% STATE SURCHARGE
Other Inspections and Fees:
1. Inspections outside of normal business hours (minimum charge -two hours)
* *PLAN REVIEW 25% OF $62.50 per hour.
SUBTOTAL: 2. Inspections for which no fee is specifically indicated (minimum charge -half hour)
• Required only if future qty. total is > 9 $62.50 per hour
$ 3. Additional plan review required by changes, additions or revisions to plans (minimum
TOTAL PERMIT FEE: charge-one-half hour) $62.50 per hour
• *State Contractor Boiler Certification required for units >200k BTU.
* * Residential A/C requires site plan showing placement of unit.
* Minimum permit fee is $72.50 + 8% state surcharge, except Residential Backflow
Prevention Device, which is $36.25 + 8% state surcharge. All New Commercial Buildings require 2 sets of plans.
* * All New Commercial Buildings require 2 sets of plans with isometric or riser diagram t
for plan review.
is \dsts\ forms \ResPlanCheckFees.doc 2 /4/02 Page 2
RECEIV
FEB 0 6 2003
Y O TIIV GN SI . ........ .
13U� -N G Q
STRUCTURAL CALCULATIONS
FOR THE
PANTER RESIDENCE
REMODEL
Berry- Nordling .Engineers, . Inc.. was .retained in a. limited capacity. for this project.
Design is based upon information provided by the client who is solely responsible
for accuracy of it No responsibility and/or liability are assumed by, or are to be
assigned to, the engineer for items beyond that shown on these sheets.
x`03 Kw"
oeitureq ‘
Tom
Office Contact; Bruce Kenny
BERRY- NORDLING JOB: PANTER RESIDENCE REMODEL
® 111® ENGINEERS, INC. CLIENT: GRIMSON COMPANY JOB NO.: 03 -056
® CIVIL - STRUCTURAL DATE: FEB. 2003 BY: BWK SHEET NO.:
3607 SW CORBETT AVE., PORTLAND OR, 97201, 503 - 227.7783. FAX 503 -227 -7784. bneng @e -z.net
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U® • BERRY - NORDLING JOB: PANTER RESIDENCE REMODEL
I rus 5 ENGINEERS, INC. CLIENT: GRIMSON COMPANY JOB NO.: 03 -056
®® CIVIL - STRUCTURAL DATE: FEB. 2003 BY: BWK SHEET NO.:
3607 SW CORBETT AVE., PORTLAND OR, 97201. 503- 227 -7783. FAX 503. 227.7784. bneng @e -znet
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Illi BE NO J OB: PANTER RESIDENCE REMODEL
ENGINEERS, INC CLI ENT: CRIMSON COMPANY JOB NO.: 03 -056
rill CIVIL - STRUCTURAL DATE: FEB. 2003 BY: BWK SHEET NO.: 2
3607 SW CORBETT AVE., PORTLAND OR, 97201, 503 -227 -7783, FAX 503.727 -7784. bneng @e -z.net
Berry- Nordling Engineers, Inc 2/3/03
WIND FORCE ANALYSIS
JOB NAME: Panter Residence remodel
JOB NUMBER: 03-056
EXPOSURE: B IMPORTANCE FACTOR 1.00
WIND SPEED: 80 m.p.h. MEAN ROOF HEIGHT: 15 ft.
ANAYLSIS METHOD: I MEAN Ce: 0.62
Ce Cq qs I p
Windward wall
0 -15 ft. 0.62 x 0.8 x 16.4 x 1.00 = 8 p.s.f. in
16 -20 ft. 0.67 x " x " x " = 9 p.s.f. in
21 -25 ft. 0.72 x " x " x " = 9 p.s.f. in
26 -30 ft. 0.76 x " x " x " = 10 p.s.f. in
31-40 ft. 0.84 x " x " x = 11 p.s.f. in
Leeward wall 0.62 x 0.5 x " x = 5 p.s.f. out
Windward roof 0.62 x 0.3 x " x = 3 p.s.f. in
Leeward roof 0.62 x 0.7 x " x " = 7 p.s.f. out
Pitched roof: Y
Pitch: 4 /12 Angle of Pitch: 18.43 deg.
Horizontal roof forces (to be applied to length of roof along slope)
Windward roof 3 p.s.f. x sin 18.43 = 1 p.s.f.
Leeward roof 7 p.s.f x sin 18.43 = 2 p.s.f.
•
3