APPROVED DEFSUB 9 BLD2018-1622+GENERATOR_PLANS+1.10.2022_4.08.58_PM+2613173GENERAL NOTES
6A5T-IN-FLA6E GONGRETE
DEFINITION. THE TERM "ENGINEER" AS USED IN THESE STRUCTURAL DOCUMENTS SHALL MEAN GARY
KOPCZYN5KI 8 CO., INC. P.5.
GOVERNING CODE. THE 2015 EDITION OF THE "INTERNATIONAL BUILDING CODE" (IBG), AS
ADOPTED AND AMENDED BY CITY OF EPMON05 SHALL GOVERN DE5I61N AND CONSTRUCTION,
REFERENCE STANDARDS. REFERENCE TO A5TM AND OTHER 5TANDARD5 SHALL MEAN THE LATEST
EDITION AS OF THE BID DATE OF OWNER -CONTRACTOR AGREEMENT, WHICHEVER 15 LATER,
UNLE55 NOTED IN THESE DOCUMENTS OR DE5I6NATED BY THE GOVERNING CODE.
PRAWINC75 BY OTHERS. REFER TO ARCHITECTURAL AND OTHER DRAWIN65 FOR ELEVATIONS,
SLOPES, DEPRE55ION5, NON -BEARING WALL5, FASCIA, ELEVATORS, STAIRS, CURBS, DRAINS,
DUCTS, CHASES, PIPES, RAILING5, WATERPROOFING, FINI5HE5, ETC.
OMI55ION5/GONFLIGT5.IN CASE OF DISCREPANCIES BETWEEN THE PLANS, SPECIFICATIONS,
NOTES ON THI5 SHEET, REFERENCE STANDARDS, GOVERNING CODE OR ANY OTHER INFORMATION
PERTINENT TO THE PROJECT, WHETHER WRITTEN OR VERBAL, THE MORE 5TRIN61ENT
REQUIREMENTS SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER BEFORE PROCEEDING WITH THE WORK.
5ITE VERIFICATION. THE CONTRACTOR SHALL VERIFY ALL DIMEN5ION5 AND CONDITIONS AT
THE SITE.
5ITE SAFETY. THE CONTRACTOR 15 RESPONSIBLE FOR SAFETY AT THE 5ITE AND FOR THE
5TREN6TH AND STABILITY OF ALL PARTLY COMPLETED STRUCTURE. CONFORM TO M05T CURRENT
VERSION OF A5GE 31 "DE5I67N LOADS ON STRUCTURES DURING CONSTRUCTION".
LOAD LIMITS. LOADS ON THE STRUCTURE SHALL NOT EXCEED THE DE5I6IN LOADS 5HOWN UNDER
"DE5I6N CRITERIA".
CONSTRUCTION MEANS AND METHODS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION
MEAN5/METH005 AND FOR VERIFYING STRUCTURAL CAPACITY PRIOR TO APPLYING
CONSTRUCTION LOADING.
ALTERNATES. ALTERNATES FOR SPECIFIED ITEMS MAY BE SUBMITTED TO THE ENGINEER FOR
REVIEW. ENGINEER MAY REQUEST PAYMENT FOR REVIEWING THESE SUBMITTALS.
SPECIAL INSPECTION. GARY KOPCZYN5KI AND GO. INC. P.5. I5 NOT THE SPECIAL INSPECTOR
SPECIAL INSPECTION BY OTHERS 15 REQUIRED IN ACCORDANCE WITH CHAPTER 11 OF THE
INTERNATIONAL BUILDING CODE, AS ADOPTED AND AMENDED BY CITY OF BELLEVUE FOR THE
FOLLOWING ITEMS:
ANCHORS IN CONCRETE
DE5I5N CRITERIA
GRAVITY LOADS.
GENERATOR - 5,100 Ib5
SEISMIC LOADS (ARCHITE( TURAL AND MECHANICAL COMPONENTS)
SEISMIC DE5I6N FORGE:
FF, = 0.4aF5D51NP (1 + 2(z/h)) / (R / 1 )
FP = 1.65D5IP WP (UPPER LIMIT)
FP = 0.35D5IP WP (LOWER LIMIT)
WHERE
5D5 = 0.84
ap = 1.0 (6ENERA70R5, BATTERIES, INVERTERS, MOTORS...)
RP = 2.5 (6ENERA70R5, BATTERIES, INVERTERS, MOTORS...)
Ip = 1.5
WIND LOAD5
110 MPH BASIC WIND SPEED (3-5EGOND GU5T, A5GE 1 SECT 26.5)
WIND IMPORTANCE FACTOR IN = 1.15 (A5GE 1 TABLE 1.5-2)
WIND EXP05URE CATEGORY B (A5GE 1 SECT 26.1)
ELEMENTS AND COMPONENTS:
DE5I6N WIND PRE55URE FOR DETERMINING FORGES ON ELEMENTS AND
COMPONENTS OF THE STRUCTURAL SHALL BE PER IBC SECTION 160g.
A55REVIATION5
GENERAL
L
ANGLE
MAX
@
AT
MECH'L
ANCH
ANCHOR
MFR
ARCH
ARCHITECT
MIN
MI5G
BOT
BOTTOM
BM
BEAM
(N)
NT5
(.
GENTERLINE
NO OR `
G
CHANNEL
I
GLR
CLEAR
oG
GOL
COLUMN
OPNG
GONG
CONCRETE
OFF
CONN
CONNECTION
GON5T
CONSTRUCTION
E
GONT
CONTINUOUS
PENE
P5F
d
DEPTH
P5I
DEMO
DEMOLISH
DETAIL
DETAIL
REF
PIA
DIAMETER
REINF
DIMENSION
DIMENSION
REQ'D
DWL
DOWEL
50G
SECT
(E) or EXI5T
EXI5TING
5IM
EN
EACH WAY
SPEC
EA
EACH
5TD
EMBED
EMBEDMENT
5TRUCT
ENO
ENGINEER
t
FON
FOUNDATION
t 6 b or t/b
FTG
FOOTING
TO
TYP
GA
GAGE OR GAUGE
GRND
GROUND
UNO
HT
HEIGHT OR HIGH
VERT
HORIZ
HORIZONTAL
w/
IN
INCH
w/o
w
LES
POUNDS
MT
LOG
LOCATION
I
LLH
LONG LEG HORIZONTAL
LLV
LONG LEG VERTICAL
MAXIMUM
MECHANICAL
MANUFACTURER
MINIMUM
MISCELLANEOUS
NEA
NOT TO SCALE
NUMBER
ON CENTER
OPENING
OFF05ITE
PLATE
PENETRATE OR PENETRATION
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
REFERENCE
REINFORCING (MENT)
REQUIRED
SLAB -ON -GRADE
SECTION
5IMILAR
SPECIFICATION
5TANDARD
STRUCTURAL OR STRUCTURE
TOP
TOP AND BOTTOM
TOP OF
TYPICAL
UNLE55 NOTED OTHERAI5E
VERTICAL
WITH
WITHOUT
WIDTH
WEIGHT
REFERENCE STANDARDS. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE
FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, EXCEPT AS MODIFIED BELOW:
AGI 501"STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE"
AGI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"
AGI 304 "GUIDE FOR MEA5URING, MIXIN(5, TRANSPORTING, AND PLACING CONCRETE"
AGI 511 "GUIDE FOR CONCRETE INSPECTION"
AGI 116 "CEMENT AND CONCRETE TERMINOLOGY"
AGI 111 "STANDARD SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND
MATERIALS"
A COPY OF AGI 5P-15 "FIELD REFERENCE MANUAL", WHICH INCLUDES AGI 301, SHALL BE KEPT IN THE
CONTRAGTOR'5 FIELD OFFICE AT ALL TIMES.
MATERIALS.
CEMENT ......................................... A5TM G150,C5g5
'AGGREGATE5.....................................A5TM C33
ADMIXTURES.....................................A5TM G260,G4g4 AND G1011
WATER..........................................A5TM C1602
••FLY ASH.........................................A5TM G615,CLASS F OR G
GROUND GRANULATED BLA5T-FURNACE SLAG (505) ..... A5TM GgBg
AG6REGATE5 WHICH EXHIBIT DELETERIOUS ACTIVITY WHEN EVALUATED IN ACCORDANCE
WITH A5TM G33 APPENDIX X 1, "METHODS FOR EVALUATING POTENTIAL REACTIVITY OF
AN AGGREGATE", SHALL NOT BE USED. LOCAL A66RE6ATE5 NOT GOMPLYING WITH A5TM G33
THAT HAVE BEEN 5HOWN BY SPECIAL TESTS OR ACTUAL SERVICE TO PRODUCE CONCRETE OF
ADEQUATE 5TRENGTH AND DURABILITY MAY BE USED WHEN ACCEPTABLE TO ENGINEER. SAND
EQUIVALENT FOR FINE AGGREGATE SHALL NOT EXCEED 15.
•• MAXIMUM L055 ON IGNITION SHALL BE 1%.
656585 SHALL BE GRADE 100 OR 120.
MIX SPECIFICATIONS.
COMP
MAX
MINIMUM FLY
5TRENGTH
TEST AGE
AGGR
MAX W/GM
AIR
A5H/GGB5 MIX
(P5I)
(DAYS)
5IZE
RATIO
CONTENT
(% OF CM) NOTES
GENERATOR FOUNDATION
4000
25
1"
-
5.50%
-
-
MIX DE5IGN. MIXES SHALL MEET OR EXCEED EACH REQUIREMENT SPECIFIED. WHERE BOTH
5TREN65TH AND MAXIMUM WATER/GEMENTITIOU5 RATIO ARE SPECIFIED, THE M05T 5TRINGENT
SHALL APPLY. FOR EXAMPLE, MAXIMUM WATER/CEMENTITIOU5 RATIO MIGHT RESULT IN A
5TRENGTH GREATER THAN THE MINIMUM SPECIFIED. LIKEWISE, A LOWER WATER/GEMENTITIOU5
RATIO THAN SPECIFIED MAY BE REQUIRED IN ORDER TO ACHIEVE THE REQUIRED 5TREN6TH.
WATER/CEMENTITIOU5 RATIO.W/GM RATIO SHALL BE BASED ON TOTAL CEMENTITIOU5 MATERIAL
INGLUDING CEMENT AND POZZOLAN5 SUCH A5 FLY ASH, SILICA FUME, AND 57665.
AIR CONTENT. SPECIFIED VALUES ARE TOTAL AIR, INGLUDING ENTRAPPED AND ENTRAINED.
TOLERANCE FOR AIR CONTENT SHALL BE t 1 1/2016. TE5TING SHALL CONFORM TO
A5TM C231 AND G113. THE AVERAGE OF ALL TESTS TAKEN SHALL EQUAL OR EXCEED THE SPECIFIED
VALUE. TESTING SHALL BE PERFORMED AT THE POINT OF DELIVERY.
5HRINKAGE. PERFORM 5HRINKA6E TESTS IN ACCORDANCE WITH A5TM C151 MODIFIED A5
FOLLOWS. ALL MEASUREMENTS SHALL BE RECORDED AND SUBMITTED WITH LABORATORY REPORT
TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. TE5TIN6 TO BE PERFORMED BY A
CERTIFIED LAB.
REMOVE SPECIMENS FROM MOLDS AT 23 HOURS t 1 HOUR.
5UBMER6E SPECIMENS IMMEDIATELY IN LIME-5ATURATED WATER AT 131 F t 3° F.
REMOVE SPECIMENS FROM WATER AT 30 MINUTES AND MEASURE THE INITIAL LENGTH5.
IMMEDIATELY RE5UBMERGE IN LIME-5ATURATED WATER AT 131 F t 3° F FOR 1 DAYS.
REMOVE SPECIMENS PERMANENTLY FROM WATER AT 1 DAYS AND MEASURE LENGTH5.
STORE SPECIMENS AT 50% t 4% RELATIVE HUMIDITY, AND 13' F t 3° F.
MEASURE SPECIMENS 1, 14, 21, AND 25 DAYS AFTER THE 1 DAY WATER CURE. 28 DAY
MEASUREMENTS (35 DAYS TOTAL INCLUDING THE 1 DAY WATER CURE) SHALL BE LE55 THAN
THE SPECIFIED 5HRINKAGE LIMIT.
z
INITIAL LENGTH
Q
rL
x
x
w
z
w
ko
>_
i
J
Q Q
Q
Q
Q
w w
LU
ZN
c`Av
m
�C
m
V
Ll
V
K: z
z
�
I
H
43 "
UA
UA
CURE
ALTERNATIVELY, CONFORM TO THE FOLLOWING MAXIMUM ALLOWABLE WATER CONTENT IN LIEU OF
5HRINKAGE TE5TIN6. FOR INTERMEDIATE VALUES, USE LINEAR INTERPOLATION. MAXIMUM
ALLOWABLE WATER CONTENT SHALL BE TOTAL WATER IN THE MIX AT TIME OF PLACING, INGLUDING
WATER ADDED AT THE SITE. FOR SPECIFIED 26 DAY 5HRINKAGE LIMITS BELOW .030%, A 5HRINKAGE
REDUGING ADMIXTURE 15 REQUIRED.
MAXIMUM ALLOWABLE
SPECIFIED 26 DAY WATER CONTENT
5HRINKAGE LIMIT (%) (LES. / CUBIC YARD)
.035.....................................235
.040.....................................245
.045.....................................255
MIX DE5IGN SUBMITTALS. SUBMIT A DE5I6N FOR EACH CONCRETE MIX TO THE ENGINEER FOR
REVIEW PRIOR TO CONSTRUCTION. CONFORM TO GBC SECTION N05. DATA SUBMITTED FOR REVIEW
SHALL ACCURATELY REFLECT FROP05ED MIX.
SLUMP. THE SLUMP REQUIRED FOR PROPER PLACEMENT SHALL BE DETERMINED BY THE CONTRACTOR
AND SUPPLIER AND INCLUDED IN THE MIX DE5IGN SUBMITTALS. ACCEPTANCE OF PROP05ED SLUMP
SHALL BE OBTAINED FROM THE ENGINEER PRIOR TO CONSTRUCTION. SLUMP SHALL CONFORM TO
A5TM C1602 AND MEET THE FOLLOWING TOLERANCES:
SLUMP TOLERANCE
2" AND LE55 ................... t 1/2"
MORE THAN 2" THRU 4......... .... t 1"
MORE THAN 4.................... t 1 1/2"
EMBEDDED ITEMS. VERIFY LOCATION OF EMBEDDED ITEMS WITH 5UPPLIER'5 OR DE5I6N
CONSULTANT'S DRAWINGS BEFORE PLACING CONCRETE. VERIFY WITH ENGINEER THAT THE LOCATION
OF EMBEDDED ITEMS DE5I6NED BY OTHERS I5 ACCEPTABLE BEFORE PLACING CONCRETE.
MIXING, TRAN5PORTING AND PLACING. CONCRETE SHALL BE BATGHED, MIXED, TRAN5PORTED AND
PLACED IN ACCORDANCE WITH AGI 301 SECTIONS 4 $ 5, AND AGI 304. EACH TRUCK SHALL HAVE A
TICKET SHOWING ACTUAL BATCH WEIGHTS OF MATERIALS IN ADDITION TO THE MAXIMUM AMOUNT OF
WATER WHICH MAY BE ADDED AT THE SITE. THE TOTAL WATER IN THE MIX AT THE TIME OF PLACING,
INCLUDING WATER ADDED AT THE SITE, SHALL NOT EXCEED THE AMOUNT PREAPPROVED IN THE MIX
DE5I6N.
GURING. CONFORM TO AGI 306, STANDARD SPECIFIGATION FOR CURING CONCRETE, AGI 302, GUIDE
TO CONCRETE FLOOR AND SLAB CONSTRUCTION AND AGI 301, SECTION 5. IMPLEMENT GURING
PROCEDURES IMMEDIATELY TO MAINTAIN CONCRETE IN A M015T CONDITION AFTER PLACEMENT.
LIQUID MEMBRANE -FORMING CURING COMPOUNDS SHALL CONFORM TO A5TM G30g TYPE 1-0. CURING
COMPOUNDS APPLIED TO SURFACES INTENDED TO RECEIVE FLOOR COVERING5, PROTECTIVE
COATIN655 OR SEALERS, SHALL BE COMPATIBLE WITH TH05E PRODUCTS. APPLY COMPOUNDS IN
ACCORDANCE WITH MANUFAGTURER'5 RECOMMENDATION5.
POLYETHYLENE 5HEETING AND BURLAP -POLYETHYLENE SHEETING SHALL CONFORM TO A5IM G111.
PROVIDE GURING A5 FOLLOW5:
L CONFORM TO A5IM C111.
PROVIDE GURING AS FOLLOWS:
GURING LOCATION
C1 GENERATOR FOUNDATION
CURING DEFINITION
C1 ... IMMEDIATELY AFTER 5GREEDING CONCRETE, APPLY AN EVAPORATIVE REDUCER TO ALL
EXP05EP SURFACES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
IMMEDIATELY AFTER FINAL FINI5HING, APPLY LIQUID MEMBRANE -FORMING
CURING COMPOUND TO ALL EXP05EP SURFACES.
THE COVERAGE RATE SHALL NOT EXCEED 200 SQUARE FEET PER GALLON.
SUBMIT WRITTEN PROCEDURE, INGLUDING PROP05EP EVAPORATIVE REDUCER AND CURING
COMPOUND SPECIFICATIONS TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION.
WEATHER CONDITIONS. CONTRACTOR SHALL MAKE APPROPRIATE MODIFICATIONS TO MIXING,
TRAN5PORTIN65, PLACING AND CURING PROGEDURE5 DURING PERIODS OF HOT, GOLD OR AINDY
WEATHER IN ACCORDANCE WITH AGI 301.
FORMWORK. CONFORM TO AGI 301, SECTION 2. SUBMIT PROP05ED FORMWORK DRAAING5,
INGLUDING RE5HORING WHEN REQUIRED, TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION.
TE5TING. TE5TIN6 SHALL CONFORM TO THE FOLLOWING:
MAKE ONE TEST FOR EACH 150 GU YO, OR 5,000 50. FT. OF SURFACE AREA, FOR EACH MIX
PLACED EACH DAY. A "TE57 SHALL BE THE AVERAGE 5TREN(5TH5 OF TWO 6"x12" OR THREE 4"x8"
CYLINDERS MADE FROM THE SAME SAMPLE AND TESTED AT THE SPECIFIED AGE. ADDITIONAL
CYLINDERS MAY BE MADE FOR INFORMATION FOR P05T-TEN5I0NIN6, FORM REMOVAL,
5TREN65TH DEVELOPMENT OR OTHER PURPOSES.
CONCRETE 15 ACCEPTABLE IF 1) NO TEST FALLS MORE THAN 500 P5I BELOW THE SPECIFIED
5TRENGTH AND 2) THE AVERAGE OF ANY 3 CONSECUTIVE TE5T5 DOES NOT FALL BELOW THE
SPECIFIED 5TREN65TH. CONCRETE NOT MEETING THE ABOVE CRITERIA MAY BE SUBJECT TO
FURTHER TE5TING OR REMOVAL AT CONTRAGTOR'5 EXPENSE. THE ENGINEER MAY REQUEST
PAYMENT FOR REVIEWING THE ADEQUACY OF THE CONCRETE IN QUESTION.
10" GONG BASEMENT WALL
8" GONG SLAB w/
THICKENED E065E5
LEVEL P1 PARTIAL FOUNDATION PLAN (GENERATOR) �No rt
5HEET NOTE5:
1. FIELD VERIFY ALL CONDITIONS 5HOWN. NOTIFY ENGINEER OF ANY
DISCREPANCIES PRIOR TO PROCEEDING WITH FABRICATION OF
MATERIALS OR CONSTRUCTION.
2. REFERENCE THE FOLLOWING SHEET SERIES:
50. GENERAL NOTES AND DE5I6N CRITERIA
50.1 TYPICAL REBAR DETAILS
51. 30 VIEW5
52. FRAMING AND REINFORCING PLANS
53. FOUNDATION SECTIONS AND DETAILS
54. SHEAR WALL ELEVATIONS AND SECTIONS
55. COLUMN ELEVATIONS AND SECTIONS
56. BEAM ELEVATIONS AND SECTIONS
51. TYP CONCRETE, PT, AND GMU DETAILS
58. TYPICAL STEEL SECTION AND DETAILS
Sq. TYPICAL WOOD FRAMING DETAILS
3. ALL STEEL EXP05ED TO WEATHER SHALL BE HOT DIPPED GALVANIZED.
CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
(6)1/8" V HILTI HY200 + —
HA5-R 316 55 ROD (MIN) w/
MIN EMBED 3 1/2" AROUND
PERIMETER - FILL EVERY
OTHER HOLE
1/2" RADIUS, TYP
GENERATOR BY OTHERS
(MAX TOTAL WEIGHT = 5,100 Ib5)
8" GONG SLAB w/
#5t/b @ 18"oc EW
FIELD VFY
(2) #5 GONT, TYP
BLD2018-1622
DEF SUBMITTAL 9
stud'
IC,MENG
STRAZZARA
ARCHITECTURE
PLANNING
CONSULTING
2001 WESTERN AVE SUITE 200
Seattle, WA USA 98101
206 587 3797 tel
206 587 0588
www.studioms.com
STRUCTURAL ENGINEERS
Cary Kopczynski & Company
10500 NE 8th Street, Ste 800
Bellevue, WA 98004-4351
Phone: (425) 455-2144
www.ckcps.com
Goodman Real Estate
TITLE
HWY 99
EDMONDS
23400 HWY 99
EDMONDS, WA, 98026
STAMP
EXPIRES JUNE 20, 2022
KEY PLAN
THE DESIGN AND CONCEPTS
SHOWN HEREIN ARE THE
PROPERTY OF CKC INC.
THEY MAY NOT BE USED OR
COPIED IN WHOLE OR PART
WITHOUT THE WRITTEN
CONSENT OF CKC INC.
PROJECT NUMBER
1853.G
No Issue/Revision Date
PERMIT 108.13.2021
APPROVAL BY:
DRAWN BY: BL
CHECKED BY: JK
SHEET CONTENTS
LEVEL P1
PARTIAL
FOUNDATION
PLAN
GENERATOR FOUNDATION
1" = 1'-O"
RECEIVED
Jan 10 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SHEET NUMBER
S200OG