19-103928 -
an
Building - Multi Family
City of Federal way Permit #:19-103928-00-MF
Community Development Dept.
33325 8th Ave S
Federal Way,WA 98003 Inspection Request Line: (253)835-3050
Ph:(253)835-2607 Fax:(253)835-2609
Project Name: PAVILION APARTMENTS,BLDG 17
Project Address: 1900 SW CAMPUS DR Parcel Number: 132103 9103
Project Description: REP-Repair rotted portions of deck and replace posts for Units 17-201, 17-202, 17-203, 17-
204, 17-303 & 17-304.
Owner Applicant Contractor Lender
PRIME CATALINA CAMPUS TINA TSAIDOLAN COMPANY DOLAN COMPANY INC OWNER IS LENDER
DRIVE I LLC INC 220 S BRANDON ST
50 CALIFORNIA ST#2525 220 S BRANDON ST SEATTLE WA 98108
SAN FRANCISCO CA 94111 SEATTLE WA 98108
� J
Census Category: 434-Residential alt/add-no change in number of units
Includes: #1 #2 #3 #4
Occupancy Class:
Construction Type:
Occupancy Load:
Floor Area(sq.ft.)
Additional Permit Information
Mechanical to be Included? No Number of Stories 2
Is this an Online or O.T.C.applications Yes Permit for Building Shell Only? No
Plumbing to be Included? No
Total Valuation:8,000.00
IREI
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PERMIT EXPIRES Wednesday, 12 February,2020
Permit Issued on Friday,August 16,2019
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 and the City of Federal Way. Q
Owner or agent: 12
\ ►C,.? Tom,1�'� Date: 2-19 1 9
t1
THIS CARD IS TO REMAIN ON-SITE
-%.-,H4lk
CITY of
Federal Way Construction Inspection Record
y INSPECTION REQUESTS: (253)835-3050
PERMIT#: 19 103928 00 Address: 1900 SW CAMPUS DR Bldg 17
Project: PRIME CATALINA CAMPUS DRIVI FEDERAL WAY WA 98023
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.
,
® Initial Erosion Control(4365) ® Footings/Setback(4110) ® Foundation Wall(4115)
To be done PRIOR to breaking ground Approved to place concrete Approved to place concrete
By Date By Date •By Date
•
® Drainage/Downspout(4040) ® Re-steel(4215) , ® Slab/Concrete Floor(4255)
Approved to backfill Approved to place concrete or grout Approved to place concrete
By Dateo.By Date By Date
•
• ,
® Underfloor Framing(4285) ® Floor Sheathing(4105) � ® Shear Walls(4245)
Approved to sheath floor Approved to install flooring Approved to install siding
•By Date .,By Date 1•By Date
Roof Sheathing(4220) ® Fire/Draft Stops(4095) .4,--,
1111 Interim Erosion Control(4370)
Approved to install roofing Approved Approved
By Date By Date d•By Date
Prior to scheduling a Framing inspection; 13 Framing(4120) i4 Insulation(4150)
Electrical,Plumbing&Mechanical Rough-in Approved to insulate Approved to install wallboard
and Fire/Draft Stop inspections must be signed-
off and approved. IBC 109.3.4 By L Date i By Date
1:1 Gypsum Wallboard Nailing(4130) ! ® Suspended Ceiling Grid(4265) 9 Final-SKF&R(4060)
Approved to install mud&tape Approved to drop tile Approved
By Date By Date By Date
1:1 Final Erosion Control(4375) El Final-Building(4050)
Approved Approved
By Date By CWS Date It/ ���'
El Rough Electrical 0 Final ElectricalElRight of Way
Approved Approved Approved
By Date By Date By Date
,...4.„ RECEIVED PERMIT APPLICATION
CITY OF AUG3 201%
ERMIT CENTER+33325 8th Avenue South + Federal Way,WA 98003-6325
Federal Way 253-835-2607 + FAX 253-835-2609 +permitcenter@cityoffederalway.com
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT}}
PERMIT NUMBER 1 -. ( 0 5 L S. - �� ri N' A___
TARGET DATE
SITE ADDRESS SUIT / NIT# -7,,C-L
( Cl 00 5/A) Cam.71 ,vfir. 'S,0 Gc ( - •- okil� v,3
PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL#
$ IN00 2 1 0 ' - 1 0 3 *
TYPE OF PERMIT X BUILDING ❑ PLUMBING 0 MECHANICAL 0 DEMOLITION 0 ENGINEERING 0 FIRE PREVEN
0te'
NAME OF PROJECT � ////���� - 44
T av- 1�0� `R [-Vet 3 , ,,Ppa- 0c,,k o -
PROJECT DESCRIPTION ?o� Yt)-t�P ?�Yt- )\/\c 6 -- d�e� oky\s� Yllac-e r•Dc-1,
Detailed description of work to `
be included on this permit only
E n }� �,q� 'f PRIMARY PHONE
kr"PROPERTY OWNER \�t Cr.-l.11 ho, C ` u/� r tvv i
MAILING l 0,.V VV1 7 j^ (/5 > E-MAIL
CITY STATE ZIP
Saw C ���
cNAMo cJ cpyy,pavqIV L- Pr°A 3?cis7
MAILING ADDRESS E-MAIL /' /
CONTRACTOR '- -2X' S /CAN\A°V 7(�“- ' 'Vil\li�v�,�",9'Qn CAiy044'
Ca STAT$, ZI�epi
D FAX -
WA STATE CONTRACTOR' LI�F�ISE# �V,`-t, ' EXPIRATION DATE'� FEDERAL WAY BUSINESS LICENSE#
NAME
(A )26(v\-I ^ Y` l/ PItI Y PH / 4/Jo
APPLICANT- MAILING ADDS "'��VVV��, E-,,,, .II.
CI7 _ ji( S7). ZIP ^ O Q/ FAX -
NE
HO
PROJECT CONTACT e' T 0 P �p !> ��
(The individual to receive and MAILING ADDRESS p E- L �j //
respond to all correspondence 2 C �YCONCL ''t ^ ONA(1/ Weiv,I Dmpay,,if)
concerning this application) CITY \::,/,....\ STATE ZIP FAX 1
cectcdtL
PROJECT FINANCING NAME 0 OWNER-FINANCED
When value is$5,000 or more MAILING ADDRESS,CITY,STATE,ZIP PHONE
(RCW 19.27.095)
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.
/-
PRINT
SIGNATURE: DATE NAME: /MA r4 ft/l
Bulletin#100-January 29,2016 Page 1 of 2 k:\Handouts\Permit Application
GENERAL STRUCTURAL NOTES
BUILDING CODE
2015 INTERNATIONAL BUILDING CODE
DESIGN METHOD
ALLOWABLE STRESS DESIGN (ASD)
FLOOR LOADS
DEAD LOAD: 15 psf
LIVE LOAD: 60 psf (DECKS)
ROOFLOADS
DEAD LOAD: 17 psf
LIVE LOAD (SNOW): 25 psf
WIND DESIGN DATA
1. BASIC WIND SPEED (ULTIMATE): 110 MPH
2. BASIC WIND SPEED (NOMINAL): 85 MPH
3. WIND EXPOSURE: C
4. Kzt = 1.0
5. ANALYSIS PROCEDURE: ENVELOPE SIMPLIFIED
SESIMIC DESIGN DATA
1. SEISMIC IMPORTANCE FACTOR: 1.0
2. RISK CATEGORY: II
3. SPECTRAL RESPONSE ACCEL (Si 1.296
4. SITE CLASS: D (ASSUMED)
5. SPECTRAL RESPONSE COEFF (Sps): 0.864
6. SEISMIC DESIGN CATEGORY: D
7. LFRS: WOOD SHEATHED SHEARWALLS
8. RESPONSE MODIFICATION FACTOR (R): 6.5
9. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE
GENERAL
1. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, THESE
NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE
DESIGNER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING.
ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF
SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTORS RISK.
2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
CONTRACT DRAWINGS.
3. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE
CONTRACTOR SHALL PROVIDE ERECTION BRACING, FORMWORK,
AND TEMPORARY CONSTRUCTION SHORING IN ACCORDANCE WITH
ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. ANY
DEVIATION MUST BE APPROVED IN WRITING PRIOR TO ERECTION.
4. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA
STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR
TO ERECTION.
5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION PROCEDURES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS.
ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE
ENGINEER AND BE RESOLVED PRIOR TO PROCEEDING WITH THE
WORK.
7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF
CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY
INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,
SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO
REVIEW BY THE ENGINEER.
8. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL
OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT
9. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO
EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT
KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE
ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL
BE REPORTED TO THE ENGINEER SO THE PROPER REVISIONS MAY
BE MADE. MODIFICATIONS TO CONSTRUCTION DETAILS SHALL NOT
BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER.
FOUNDATIONS
1. THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION
IN THE INTERNATIONAL BUILDING CODE. FOUNDATION WORK
SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THIS
CODE.
2. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING
VALUES:
ALLOW. SOIL BEARING 1500 PSF
SOIL FRICTION .35
EQUIV. FLUID PRESSURES
ACTIVE PRESSURE* 35 PCF
PASSIVE PRESSURE 250 PCF
3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 12" BELOW THE
UNDISTURBED GROUND SURFACE OR TO FROST DEPTH. ALL
FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL OR
UNDISTURBED NATURAL GRADE UNLESS OTHERWISE NOTED.
4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING SHALL
CONSIST OF THE EXCAVATED MATERIAL AND/OR IMPORTED
BORROW AND SHALL BE FREE OF ORGANIC MATTER, TRASH,
LUMBER, OR OTHER DEBRIS. ALL WALLS SHALL BE ADEQUATELY
BRACED PRIOR TO BACKFILLING. FILL AND BACKFILL SHALL BE
DEPOSITED IN LAYERS NOT TO EXCEED 8 INCHES THICK,
PROPERLY MOISTENED TO APPROXIMATE OPTIMUM
REQUIREMENTS AND THOROUGHLY ROLLED OR COMPACTED WITH
APPROVED EQUIPMENT IN SUCH A MANNER AND EXTENT AS TO
PRODUCE A RELATIVE COMPACTION OF 90% OF MAXIMUM
POSSIBLE DENSITY AS DETERMINED BY ASTM D1557. HAND
TAMPERS SHALL WEIGH AT LEAST 50 POUNDS EACH AND SHALL
HAVE A FACE AREA NOT IN EXCESS OF 64 SQUARE INCHES. HAND
TAMPERS MAY BE OPERATED EITHER MANUALLY OR
MECHANICALLY AND SHALL BE USED WHERE LARGER POWER
DRIVEN COMPACTION EQUIPMENT CANNOT BE USED. STRUCTURAL
FILL OVER 12" DEEP SHALL COMPLY WITH A GEOTECHNICAL
REPORT.
CONCRETE
1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE
REGULAR WEIGHT HARD ROCK TYPE (150 PCF) AGGREGATES
SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE
CHARACTERISTICS OF LESS THAN 0.05%.
2. ALL CONCRETE DESIGN IS BASED ON A 28 DAY COMPRESSIVE
STRENGTH (fc) OF 2500 PSI. WHERE 3000 PSI CONCRETE IS
REQUIRED BY THE BUILDING DEPARTMENT FOR WEATHERING
PURPOSES ONLY, NO SPECIAL INSPECTION IS REQUIRED.
3. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, CSA NORMAL
4. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK.
5. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH
ACI 301.
6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR
A MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE
METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE
CAN BE ASSURED.
7. CONCRETE CAST AGAINST GROUND SHALL HAVE 3" MIN.
COVERAGE OF REINFORCING STEEL.
8. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE
EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE
SPECIFICALLY APPROVED.
9. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH
ACI 318 (WHEN STRENGTH DATA FROM TRIAL BATCHES OR FIELD
EXPERIENCE ARE NOT AVAILABLE).
CEMENT CONTENT SACKS PER
LBS/CUBIC YARD CUBIC YARD
F'c (PSI) (MINIMUM) (MINIMUM)
2500 (no special inspection, 470 5
see note A)
3000 517 5'/2
MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR
LESS. NO MORE THAN A 1" PLUS TOLERANCE SHALL BE ALLOWED.
A) WHERE SPECIAL INSPECTION IS NOT REQUIRED UNDER
CHAPTER 17 OF THE I.B.C., CONCRETE SHALL HAVE A MINIMUM
CEMENT CONTENT OF 5 SACKS PER CUBIC YARD OF CONCRETE.
B) DESIGN MIX (OTHER THAN AS SPECIFIED IN THIS TABLE) SHALL
BE SUBMITTED TO THE BUILDING OFFICIAL TWO WEEKS PRIOR TO
FIRST USE.
REINFORCING STEEL
1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE
60 (fy = 60 KSI) FOR BAR SIZES NO. 5 & LARGER, GRADE 40 (fy = 40
KSI) FOR NO. 3 AND NO. 4 BARS.
2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE
PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY
INDICATED ON THE CONSTRUCTION DOCUMENTS, LAPS AND/OR
SPLICES SHALL BE 42 BAR DIA AND BE WELL STAGGERED.
FRAMING LUMBER
1. FRAMING LUMBER SHALL BE HEM FIR NO. 2 FOR STUDS AND
JOISTS, DOUG-FIR NO. 1. FOR BEAMS AND POSTS. GRADES ARE
TYPICAL UNLESS OTHERWISE NOTED ON PLANS. LUMBER TO BE
GRADE MARKED PER WCLIB SPECIFICATIONS.
2. ALL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE
TREATED, CONFORM TO THE AWPA, AND BEAR THE QUALITY
MARK OF AN ACCREDITED ALSC INSPECTION AGENCY.
2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD OR
OSB, EXPOSURE 1 SHEATHING CONFORMING TO EITHER
COMMERCIAL STANDARDS P51-83, APA PRP-108, OR VOLUNTARY
PRODUCT STANDARD PSE-92. PROVIDE A MINIMUM OF %" EDGE
DISTANCE ON ALL NAILS AND Y" EXPANSION JOINT BETWEEN ALL
PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS
FOLLOWS, UNLESS NOTED OTHERWISE ON THE PLANS:
3. NAILING SHALL CONFORM TO CHAPTER 23 OF THE
INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE.
USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE.
4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS
SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE
STRUCTURAL ENGINEER.
5. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS AND NUTS
OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.
6. PROVIDE 3"x3"x0.229" WASHERS AT ALL ANCHOR BOLTS,
UNLESS NOTED OTHERWISE.
7. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS %s'
UNLESS NOTED OTHERWISE. LAG BOLT PILOT HOLES SHALL BE
PRE -DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG
BOLT UNLESS NOTED OTHERWISE.
8. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION
WITH)/2" MINIMUM DIAMETER BOLTS SPACED AT A MAXIMUM OF 48"
ON CENTER. BOLTS MUST BE EMBEDDED A MINIMUM OF 6" INTO
CONCRETE OR MASONRY. SEE PLANS AND DETAILS FOR
SPECIFIC REQUIREMENTS WHERE APPLICABLE.
City of Federal Way
Building Division
APPROVED 7FONSTRUCTION
Date:
ABBREVIATION LIST
A.B.
ANCHOR BOLT
ACI
AMERICAN CONCRETE
INSTITUTE
AITC
AMERICAN INSTITUTE OF
TIMBER CONSTRUCTION
SIG �31;1 r - - -
ANCH
ANCHORAGE
Q
ARCH
ARCHITECTURAL
EuteMotor titau
F
ASD
ALLOWABLE STRESS DESIGN
ASTM
AMERICAN SOCIETY FOR
_ I
TESTING AND MATERIALS
BM
BEAM
BP
BASE PLATE
BRG
BEARING
CIP
CAST -IN -PLACE
J
CL
CENTER LINE
CMU
CONCRETE MASONRY UNIT
CONC
CONCRETE
CONT
CONTINUOUS
DF
DOUGLAS FIR
DIA
DIAMETER
DIAG
DIAGONAL
TENT OF
�
DL
DEAD LOAD
SITE
S
DP
DEEP
P, I
EA
EACH
�w•• /
EF
EACH FACE
EL
ELEVATION
/
EQ
EQUAL
EQUIP
EQUIPMENT
(E)
EXISTING
=
FLR
FLOOR
FS
FAR SIDE
{
FT
FOOT
- - - -
FTG
FOOTING
:3'r'i iit i:;' P'-= '=r SW Campus Dt ® SWCtrnf
GA
GAUGE
GALV
GALVANIZED
GLIB
GLU-LAMINTED BEAM
GYP
GYPSUM
HF
HEMLOCK FIR
HORIZ
HORIZONTAL
INCL
INCLUDE
K
KILOPOUND
L
ANGLE
'V L
ILL
LIVE LOAD
LLV
LONG LEG VERTICAL
ssualztt'sr � Federal Way
LSL
LAMINATED STRAND
-n
LUMBER
.ri
LVL
LAMINATED VENEER
N s�'sztivr:_Y Sa2C1hSt
LUMBER
r
MAX
MAXIMUM
MECH
MECHANICAL
MEZZ
MEZZANINE
MFR
MANUFACTURER
SITE
MISC
MISCELLANEOUS
LOCATION ,.,r'°
MIN
MINIMUM
.�'"
swc f
NS
NEAR SIDE
NTS
NOT TO SCALE
S~ Iz
OF
OUTSIDE FACE
76
^
PCF
POUNDS PER CUBIC FOOT
PSF
POUNDS PER SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
_ stivss6sc
PT
PRESSURE TREATED
QTY
QUANTITY
'610th"-t
REINF
REINFORCING
Wild Waves Therne - Lakeland
RF
ROOF
&Water Park- South
SCHED
SCHEDULE
s'
SF
SQUARE FOOT
SHTG
SHEATHING
SIM
SIMILAR
SLV
SHORT LEG VERTICAL
SPECS
SPECIFICATIONS
SS
STAINLESS STEEL
STD
STANDARD
STRUCT
STRUCTURAL
T&B
TOP & BOTTOM
T&G
TONGUE & GROOVE
TOB
TOP OF BEAM
TOF
TOP OF FOOTING
TOS
TOP OF STEEL
TYP
TYPICAL
ULT
ULTIMATE
U.N.O
UNLESS NOTED OTHERWISE
VERT
VERTICAL
W/
WITH
WF
WIDE FLANGE
W/O
WITHOUT
WT
WEIGHT
WWF
WELDED WIRE FABRIC
RECE
AUG 13
Pavilion
Apartments Deck
Replacements
1900 SW Campus Drive
Federal Way, WA 98023
Owner:
Prime Management Group
Architect/Designer:
NKH Engineering
914 N 89th St
Seattle, WA 98103
p: 206-601-9728
e: nabilkh@gmail.com In
Structural Engi
NKH Engineering
rtr
@2018 NKH Engineering
These drawings are the property of NKH
Engineering and are not to be used or reproduced
in any manner without prior written permission.
Revisions:
Issue Set: Permit
Issue Date: 4/26/18
Drawn By: AKR
Checked By: NKH
Sheet Name:
GENERAL
STRUCTURAL
NOTES
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