14-103971 PLANSU-HAUL/FEDERAL WAY
EQUIPMENT PAD
35205 ENCHANTED PARKWAY SOUTH
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U-HAUL
PO BOX 29046
PHOENIX, AZ 85038
253.606.3260
CONTACT: MEGAN ELUOTT
SURUBAN PROPANE
CONSULTANTS
STRUCTURAL ENGINEER
CG ENGINEERING
250 4TH AVE S, SUITE 200
EDMONDS, WA98020
425.778.8500 FAX 778.5536
CONTACT: JESSICA JENNESS PE, SE
LEGAL DESCRIPTION
LOT 1 OF FEDFRAL WAY LLA #06-102635-00-SU REC #20070130900008 SD LLA BEING LOCATED IN E
1/2 OF NE 1/4 OF NE 1/4 OF SEC 29-21-4
PARCEL NUMBER
292104-9096
PROPERTY INFORMATION
TOTAL LOT AREA = 256,512 SQFT
EX BUILDING FOOTPRINT = 76,561 SQFT
PROPOSED BUILDING FOOTPRINT = NOT TO CHANGE
QTOTAL IMPERVIOUS SURFACE = NOT TO CHANGE
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OPE O:CONCRETE
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NSTRUCSLAB ON GRADE WITH ANCHORAGE FOR PROPOSED TANK, DISPENSER AND
CTRICALT. INSTALL TYPICAL BOLLARDS AROUND CONCRETE SLAB.
NOTE:
SITE PLAN HAS BEEN PREPARED BASED ON
FIELD MEASUREMENTS & COUNTY RECORDS &
IS NOT A SURVEY, PROPERTY LINES ARE
APPROXIMATE, THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONS & UTILITY LOCATIONS.
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ENCHANTED PARKWAY (SR-161)
SITE PLAN
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egGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS. WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
II/19/14 1
DESIGN: CGP
DRAWN:
JCS
CHECK:
JU
JOB NO:
14170.10
DATE:
07/30/14
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NOV 20 2014
CITY OF FEDERAL WAY
CDS
STRUCTURAL NOTES o
(THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS)
CODE MINIMUM LAPS AND EMBEDMENT
ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED
SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION. SPECIFICATIONS AND STANDARDS BELOW:
WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION.
DESIGN LOADS
1
DEAD LOADS:
DISPENSER 300 LEIS (ASSUMED)
FUELTANK 2,906 LBS (DRY)
LIVE LOADS:
ROOF (SNOW LOAD) 25 PSF
WIND LOAD: 115 MPH EXPOSURE C
F=gzxGxEPA =13.2PSF
qz = 25.9 PSF (Kz = 0.85, Kzt =1.0, Kd = 0.85)
G = 0.85
EPA = Cf x a = 0.6 x A
SEISMIC LOAD: SEISMIC DESIGN CATEGORY D, SOIL TYPE Sd
Fp = 0.4S&I, [1+2hx/hr] Wp = 0.269 Wp (ASD)
Rp
ap =1.0
fc = 2500 PSI
DEVELOPMENT LENGTH
LAP SPLICE
BAR
TENSION
COMPRESSION
TENSION
COMPRESSION
SIZE
TOP BARS
BARS
ALL BARS
TOP BARS
O AIR
ALL BARS
#3
24
18
9
30
23
12
#4
1 31
24
12
41
31
15
#5
39
30
15
51
39
19
#6
47
36
18
61
47
23
#7
68
53
21
89
68
27
#8
78
60
24
102
78
30
NOTE:
1. ALL LENGTHS ARE IN INCHES.
2. ALL LAP SPLICES ARE CLASS B.
3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF
CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
Rp = 2.5
Sds = 0.853 (Ss =1.280 & Fa =1.0 BASED ON LAT/LONG)
CONCRETE COVER ON REINFORCING
Ip = 1.5
hx/hr - 0.0
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"
STATEMENT OF SPECIAL INSPECTIONS
CONCRETE EXPOSED TO EARTH AND WEATHER:
#6 BARS AND LARGER 2"
O
THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND
#5 BARS AND SMALLER 1 1/2"
OWNER PRIOR TO COMMENCEMENT OF WORK IN ACCORDANCE WITH CHAPTER 1704.4 OF THE IBC.
CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED.
SLABS, WALLS AND JOISTS 3/4"
COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2"
FOUNDATIONS: SPREAD FOOTINGS
CONCRETE GENERAL NOTES
ALLOWABLE SOIL PRESSURE: 2000 PSF (ASSUMED)
VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE
LATERAL EARTH PRESSURE:
NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A
COEFFICIENT OF FRICTION: 0.40
HORIZONTAL BAR AT A MAXIMUM OF 3" FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS.
O
FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12" OF COMPACTED STRUCTURAL FILL AS REQUIRED AND
PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION LAP SPLICE AT EACH SIDE PER
AT LEAST 181' BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS
TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP.
REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE
CONDITIONS AND MUSTTHEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW
PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS
COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE.
OF NOT MORE THAN 400 SQUARE FEET EACH. AREAS TO BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE
ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT.
IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR
MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE
ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO
THAN 10% FINES (PASSING THE #200 SIEVE).
POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED
BEYONDJOINT.
FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE
O
THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM
SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF
TEST METHOD D1557-00.
OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND
OPENINGS GREATER THAN 12" IN EITHER DIRECTION WITH (2) #5 EACH SIDE AND (1) #5 x 4'-0" DIAGONAL AT EACH
BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE
CORNER. EXTEND BARS T-0" BEYOND EDGE OF OPENING. IF V-0" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE
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DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER
-- AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS.
ARCHITECTURAL SPECIFICATIONS.
BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR
EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY A SOILS ENGINEER RETAINED BY THE OWNER.
APPROVED BY THE STRUCTURAL ENGINEER.
IF EXCAVATION SHOWS SOIL CONDITIONS TO BE OTHER THAN THOSE ASSUMED ABOVE NOTIFY THE STRUCTURAL
SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND
ENGINEER FOR POSSIBLE FOUNDATION REDESIGN.
OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS
CONCRETE
NOTED'
ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH SECTION
GENERAL
CHAPTER 5 OF ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE
FOR BUILDINGS (ACI 301).
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND
MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS
CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
PER CUBIC FOOL
ATTENTION OF THE ARCHITECT BEFORE PROCEEDING.
CONCRETE STRENGTHS AT 28 DAYS (fc) AND MIX CRITERIA SHALL BE AS FOLLOWS:
CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION
MAXIMUM
MIN CEMENT
MAXIMUM
TYPE OF CONSTRUCTION
fc
WATER/CEMENT
CONTENT PER CUBIC
SHRINKAGE STRAIN
RATIO
YARD
SLABS ON GRADE
2500 PSI
0.45
5 SACK
N/A
THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS
SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING
ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE
AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND
SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 5 OF ACI 318.
ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE
WITH ACI 318 TABLE 4.2.1 FOR MODERATE EXPOSURE CONDITION.
REINFORCING STEEL
REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy
= 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED
SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL
PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE
SUBMITTED.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS. LAP
WELDED WIRE FABRIC 12" AT SIDES AND ENDS.
REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH SP-66 AND ACI
318R, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS
SHALL BE PER SCHEDULE.
REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING
EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN
HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL
ENGINEER. REFER TO CHAPTER 7 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS.
OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL
PERMANENT SUPPORT AND STIFFENING ARE INSTALLED.
CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL
ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS
ONLY WILL NOT SATISFY THIS REQUIREMENT.
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL
ENGINEER.
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PLAN VIEW
SCALE: 1/2" = V-0"
1'-0" 0 2'-0"
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4'-0"
PLAN VIEW
CENTER PIPE IN CONCRETE PIER
AND SHORE PIPE IN VERTICAL
POSITION UNTIL CONCRETE HAS
CURED SUFFICIENTLY
6" 0 STANDARD PIPE. FILL
W/ CONCRETE AND
ROUND OFF TOP. PAINT
PIPE CAUTION YELLOW
FINISHED GRADE TOP
OF PIER SHALL BE
FLUSH W/ GRADE
18" 0 x 3'-0" DEEP
CONCRETE PIER
C �
ENGINEERING
250 4TH AVE. S." SUITE 200
EDMONDS. WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
n
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II/ 19/ Ih
TYPICAL BOLLARD DETAIL :fl I i
SCALE: 1" = V-0" DESIGN: CGP
DRAWN: JCS
CHECK: JLJ
JOB NO: 14170.10
DATE: 07/30/14
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ALL BOLTS AND ACCESSORIES
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SHALL BE HOT DIP GALVANIZED
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OR STAINLESS STEEL.
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PROPANE DISPENSER
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EQUIPMENT CABINET, PER MFR
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1150 GALLON PROPANE
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SECTION
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RESUBMITTED
NOV 20 2014
CITY OF FEDERAL WAY
CDS