HomeMy WebLinkAboutB17-1087 040-670-00312"
(4) #3 CONT. IN BOND BEAM AT D < 7'-0"
(6) # 3 CONT. IN BOND BEAM AT 7'-0" < D < 8'-6"
AT DEPTHS
5'-0"
5'-0"
PROVIDE
#3
AT 10"
O.C.
AT 5'-0"
<
DEPTH
S 7'-0"
PROVIDE
#3
AT 6"
O.C.
AT 7'-0"
<
DEPTH
< 8' -6 -
PROVIDE
#3
AT 4"
O.C. —
R = PER CONT'R (1'-0" MIN.
#3 HORIZONTAL
AT 10" O.C., TYP.
AT DEPTH <
5'-0"
5'-0"
PROVIDE
#3
AT 10"
O.C.
AT 5'-0"
<
DEPTH
5 7'-0"
PROVIDE
#3
AT 6"
O.C.
AT 7'-0"
<
DEPTH
< 8' -6 -
PROVIDE
#3
AT 4"
O.C.
(2) #3 CONT. AT TOP OF WALL
5-0
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EA. WAY ON BOTTOM
NO SCALE
(4) #3 CONT. IN BOND BEAM AT D S 7'-0"
(6) # 3 CONT. IN BOND BEAM AT 7'-0" < D S 8'-6"
��
#3 AT 10" O.C. EA. WAY
AT DEPTH <
5'-0"
5'-0"
PROVIDE
#3
AT 10"
O.C.
AT 5'-0"
<
DEPTH
< 7'-0"
PROVIDE
#3
AT 6"
O.C.
AT 7'-0"
<
DEPTH
< 8' -6 -
PROVIDE
#3
AT 4"
O.C. ----
f3l AT 10" O.C.
R = PER CONT'R (1'-0" MIN.) EA. WY ON BOTTOM
#3 HORIZONTAL
AT 10" O.C., TYP.
8" MIN. ® SPA TO
POOL COMMON WALL
MIN. R= 1'-0"
1'-4"
TYP.
1'-4"
LAP
ALL REINFORCING AT CENTER, TYPICAL
SEE OPPOSITE END FOR BOND BEAM REINFORCEMENT
o
MIN. R = 1'-0" N
#3 HORIZONTAL
AT 10" O.C., TYP.
Oman "I llemw 'a
NO SCALE
+1'-6"
0" (FINISHED GRADE)
#3 AT 10" O.C. EA.
WAY ON BOTTOM
-2'-6"
#3 AT 10" O.C. HOOKED BARS (ALIGN WITH
SPA FLOOR/POOL WALL REINFORCING, TYP.)
SECTION C -C
NO SCALE
BUTTE
COUNTY
JUN 15 2017
DEVELOPMENT
SERVICES
o
TYPICAL POOL WALL REINFORCING DETAIL
MIN. R= 1'-0'-'
i. 1'-4"
SEE OPPOSITE END FOR BOND BEAM REINFORCEMENT
#3 HORIZONTAL
AT 10" O.C., TYP.
STATEMENT OF SPECIAL INSPECTIONS:
SPECIAL INSPECTION SHALL BE PROVIDED PER CBC CHAPTER 17 FOR GUNITE F'c = 3KS1.
SPECIAL INSPECTOR MUST BE EMPLOYED BY OWNER, APPROVED BY THE BUILDING DEPARTMENT,
SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT.
SPECIAL INSPECTOR SHALL BE BRAD FORSYTHE OF APPLIED TESTING CONSULTANTS, CHICO, CA
SECTION A -A AND B -B
BOND BEAM REINFORCEMENT
_"OOL/SPA PLAIN'
"PROVIDE LIGHT NICHE
WITH DIMENSIONS PER
MANUFACTURER SPECS"
(12" x 12" CAVITY MAX.)
'TH
<
5'-0"
PROVIDE
#3 AT 10" O.C.
0"
<
DEPTH
5 7'-0"
PROVIDE #3 AT 6" O.C.
0"
<
DEPTH
S 8'-6"
PROVIDE #3 AT 4" O.C.
SIDE VIEW
FRONT VIEW
TYPICAL LIGHT NICHE
NO SCALE LP 1 NO SCALE
SUl t E COUNTY DEVELI OPMEN , 161\ Cis REVIEWED --
FOR
COD� COPIPLIANCEE
STANDARD POOL WALL
DATE
THICKNESS/REINFORCING
PER 1 /P1
NOTES:
1)
ALL PORTIONS OF POOL SHELL, BOND BEAM, AND ASSOCIATED FOUNDATIONS SHALL
BEAR 12" MIN. INTO UNDISTURBED SOIL OR BEAR ON NON -EXPANSIVE AND NON-
ORGANIC FILL MATERIAL COMPACTED TO 95% RELATIVE DENSITY. GEOTECHNICAL
EVALUATION OF THE PROJECT SITE HAS NOT BEEN PERFORMED BY SUMMIT STRUCTURAL
DESIGN, IF EXPANSIVE SOILS ARE ENCOUNTERED OR IF A GEOTECHNICAL EVALUATION
SHOULD BE REQUIRED BY THE BUILDING DEPARTMENT, A LICENSED GEOTECHNICAL
ENGINEER SHOULD BE CONTACTED.
2)
SURFACES AGAINST WHICH GUNITE IS PLACED SHALL BE WETTED PRIOR TO
COMMENCING OPERATIONS.
3)
MAINTAIN BUILDING FOOTINGS A HORIZONTAL DISTANCE FROM THE EDGE OF THE POOL
EQUAL TO THE DEPTH OF EXCAVATIONS AT ANY POINT. FOUNDATIONS ADJACENT
TO POOL SHALL NOT BEAR ABOVE A LINE PROJECTED AT A 45 DEGREE ANGLE ABOVE
THE BOTTOM MOST LOCATION OF POOL SHELL.
4)
REINFORCING SHALL BE CLEAN, SECURELY TIED, AND SUPPORTED TO MAINTAIN
CLEARANCES AND SPACINGS WHILE GUNITE IS PLACED.
-PROVIDE #3 x 4'-0" 5)
POOL SHELL SHALL BE A MINIMUM OF 6" THICK WITH #3 BARS AT SPACING PER PLAN
DIAGONALS AT NICHE
EA. WAY AT CENTERLINE OF SHELL THICKNESS, UNLESS NOTED OTHERWISE.
6)
GUNITE PLACEMENT AND TESTING SHALL CONFORM TO CBC 1908.
7)
GUNITE PROPORTIONS SHALL BE ONE (1) PART CEMENT TO FOUR AND A HALF (41/2)
PARTS SAND, MEASURED ON A DRY, LOOSE VOLUME BASIS, AND SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS.
8)
REINFORCING SHALL BE ASTM A615 GRADE 60.
HT NICHE 9)
REINFORCING SHALL BE SPLICED BY NON -CONTACT LAP SPLICES SPACED 2" APART
AT LAP LOCATIONS WITH MINIMUM LAP LENGTH OF 16" FOR #3 BARS, AND
24" FOR #4 BARS.
10)
MINIMUM RADIUS OF CURVATURE OF SHELL WALLS AND FLOOR TO BE V-0".
11)
DECKING SHALL SLOPE AWAY FROM POOL.
12)
ELECTRICAL LAYOUT SHALL CONFORM TO ARTICLE #680 NEC.
2
13)
ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO LATEST EDITION OF CBC
P1AND
ALL APPLICABLE CODES.
14)
POOL DESIGN ASSUMES A HYDROSTATIC RELIEF VALVE IS INSTALLED.
15)
ALL BONDING SHALL BE SECURED AND IN PLACE PRIOR TO CALLING BUILDING
DEPARTMENT FOR REINFORCEMENT INSPECTION.
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THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
CALCULATIONS
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383 Rio Lindo Ave.
Suite 200
Chico, CA 95926
P. 530.592.4407
SummitChico.com
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REVISIONS:
RTPC #1: 06/14/17
DATE: 05/26/17
SCALE: 1/4" = 1'-0"
DRAWN BY: ACJ
JOB NUMBER: 17-204
SHEET:
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THIS PLAN TO COMP._ -PVITH THS FILO WING:
•
2016 CALIFORNIA BUILDING CODE (GBG),
• 2016 CALIFORNIA RESIDENTIAL CODE (CRC),
•
2016 CALIFORNIA MECHANICAL CODE (GMC),
• 201 6 CALIFORNIA PLUMBING CODE (GPO),
• 201 6 CALIFORNIA ELECTRICAL GORE (CEG),
• 201 6 CALIFORNIA ENERGY CODE
OCCUPANCY GROUP:
• OCCUPANCY 15 R3/U
POOL GENERAL
SPECIFICATIONS
SIZE: 1 (0,X56,
AREA: 5165gft
DEPTH: 3' TO
VOLUME: 25,504
9
SHAPE:
RECTANGLE
LINER: WHITE
PUMP: DANDY
MOTOR: 1/2 hp
FILTER: JANDY
VAG LINE/SKIMMER: 1 1/2"
RETURN: (3) 1
1/2"
MAIN DRAIN: (2) 1 1/2"
SKIMMER: (2) U-3
BACKWASH: NO
FILL LINE: 7 S' OF
1/2"
AUTOFILL: YES
ANTI 51PHON: YES
HEATER: N/A
SIZE: N/A
BTU: N/A
GAS LINE BY: N/A
VENTED BY: N/A
LIGHT: JANDY
TYPE: 10 COLOR
LED
CLOCK: YES
ELECTRIC BY: RICK
DENNEY
ELECT. BONDING: RICK DENNEY
POOL GLEANER: LETRO
LEGEND
CHLORINATOR: IN-LINE
RAINBOW
BOARD 51ZE: N/A
BD. SUPPORTS: N/A
LADDER: N/A
SLIDE: N/A
COLOR: N/A
H2O HOOKUP: N/A
GRADING: BY
BOBCAT
EXCESS DIRT: SPREAD
STUB PLUMB: YE5 -
SOLAR
DECK ALLOWANCE: 500
Sqft
NOTES:
• (3) WALK-IN STEPS SHALLOW
END
• (1) 16" WIDE X 1 2" DOWN
DEEP END CORNER
NOTICE TO OWNER:
• POOL AREA TO BE FENCED, BY
OWNER PER COUNTY OR CITY
ORDINANCE. GATES TO BE
SELF-CLOSING AND SELF -
LATCHING.
• DO NOT TURN ON POOL LIGHTS
^HEN POOL 15 EMPTY.
• NET DOWN GUNITE TWICE DAILY
FOR SEVEN DAYS.
8.5'
SPA GENERAL
SPECIFICATIONS
DIMENSION:
9'x9'
DEPTH:
4'
COLOR:
WHITE
TOTAL GALLONS:
1 OOOg
SPA JETS:
8
TILE:
AT WATERLINE
HEATER:
400,000 BTU
PUMP 4 MOTOR:
PENTAIR
AIR BLOWER:
PENTAIR
6A5 LINE:
1"_ 7 5'
PLUMBING FOR SPA: 2"
ELECTRICAL:
BY DENNEY
CLOCK:
BY DENNEY
EXCAVATION:
BY DENNEY
DECKING:
100 SOFT
5HALLOW
END
BUTTE
COUNTY
JUN 01.2017
DEVELOPMENT
SERVICES
617`100,7
G.4,LG_f CVV NOTE:
DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE
IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT
EROSION d RETAIN SOIL RUNOFF ON THE SITE:
A.) RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM
WATER ON THE SITE.
B.) WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM,
COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE
FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD
APPROVED BY THE ENFORCING AGENCY.
C.) COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT
ORDINANCE.
METHODS TO MANAGE SURFACE WATER INCLUDE: 5WALES, WATER COLLECTION AND
DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 3 OTHER WATER
MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINC75 AND AID IN
GROUNDWATER RECHARGE.
EROSION CONTROL PLAN:
1.) NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO OBTAINING A BUILDING PERMIT
OR GRADING PERMIT.
2.)THE CONTRACTOR SHALL BE RESPON51BLE FOR EROSION CONTROL.
3.) EROSION CONTROL MEA5URE5 SHALL BE IN PLACE AT ALL TIMES.
4.) SOILS TRACKED OFF 51TE INTO STREETS SHALL BE GLEANED UP AT THE END OF
EACH WORK DAY.
5.) INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE STOCKPILES SHALL BE
COVERED PRIOR TO A FORGA5TED RAIN EVENT.
6.) THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED 8 ADJUSTED
ACCORDINGLY AS THE SITE CHANGES 8 AFTER RAIN EVENTS.
1.) EROSION CONTROL MEASURES SHALL BE MAINTAINED.
8.) PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP. d TOOLS AT ANY OTHER
LOCATION THAN A PE516NATED CONCRETE WASHOUT 15 A VIOLATION OF LAW d
SUBJECT TO FINE.
POOL EQUIPMENT.
SEE GENERAL NOTE 3.
G
A
0
7 V LEACHFIELD FREE #
HAZARDOUS MATERIALS
STORAGE FREE EASEMENT
GRADING:
GROUND IMMEDIATELY ADJACENT TO
THE FOUNDATION SHALL BE SLOPED
AWAY FROM THE BUILDING AT A SLOPE
OF NOT LE55 THAN 6" WITHIN THE FIRST
10'(5% SLOPE)
PROPERTY LOCA P_IN A--I=LOOD_ZONE:
1.) THIS PROJECT 1, L GATED WITHIN THE SACRAMENTO RIVER DES SNA D
FLOOD WAY 5PEGIAL ERMIT ZONE B, SACRAMENTO RIVER DESIGN ED FLOOVP4AY
SPECIAL PERMIT ZONE FEATHER RIVER DESIGNATED FLOODW . APPROVAL
FROM THE CENTRAL VAL Y FLOOD PROTECTION BOARD I51QUIRED PRIOR TO
ISSUANCE OF BUILDING PER T5 AND BEFORE ANY GONSTRP�X.`�TION ACTIVITIES
INGLUDING GRADING AND EXG VATION CAN BE GOMMENGED.
2.) THE PARCEL 15 LOCATED IN FE FLOOD ZONE A. FIR IDE TWO COMPLETED FEMA
FLOOD ELEVATION CERTIFICATES EPARED BY A, - LIFORNIA REGISTERED
PROFESSIONAL OR LAND SURVEYO .
3J PLEASE REFERENCE THE "FLOOD ELEV ON G RTIFIGATE PREPARED BY XXXX" ON
THE PLANS AND SHOW ALL REQUIREMENT UDING FLOOR ELEVATIONS,
ELEVATION OF MACHINERY OR EQUIPMENT,,, ;tI WALL HEIGHTS, FLOOD RESISTANT
MATERIALS, FLOOD VENTING, ETC. ON THE" PLAN
4.) CLEARLY SHOW FLOOD RE515TANT GPN5TRUCTIOII
5.) PLEASE INDICATE THE BOTTOM OF FLOOD VENTS 5H L BE NO HIGHER THAN 1
FOOT ABOVE GRADE.
6.) PLEASE INDICATE INA PROMINE� LOCATION ON THE PLAN HRT A'FINI5HED
CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15 REQUIRE _IC
TO FINAL
APPROVAL OF THI5 STRUCTAE".
RICK DENNEY - GENERAL CONTRACTOR
(530) 51 8-538(, CELL
2524 ALAMO AVE, CHICO, GA 95913
TEMP. PORTA-POTTY LOCATION
ELECTKICAL SERVICE:
CONNECT TO UNDERGROUND
/ 't`LEGTRIGAL SERVICE.
/
SEPTIC W/ PUMP:
NOTE:
S PUBLIC
/ i5E1vVIGE
oe CbNG/PAINT
. /WASHOUT
Finished Construction Flood
\
\ Elevation Certificate required
\`\ Provide to field inspector prior to
\ final building inspection
"T
V"
\ r\
25' G.O�W\ SETBACK LINE
9\O
\
GONG. WALK (1
WATER SERVICE:
LONNELT TO WATER SERVILE. \
POOL BARRIER - TYP. \
/5EIE GENERAL\NOTE 2.
01" \ \
GATE ENEI�AL NOTE 2. \
6' STUCCO WALL SEE
GENERAL NOTE 2.
FLOOD ELEVATION CERTIFICATE PREPA D BY
LAUREN 4-MISSWAIN.
• TOP OF BO TOM FLOOR (INCL BAS ENT): 15
• TOP OF NEXT HER FLOOR; 1 3 .50'
• ATTACHED GAR E TOP OF 5 B: N/A
LOWEST ELEV OF GHINERY 1 32.3'
PER BUTTE GO. O INA GE 26-24(5)(1)
• LOWEST ADJACENT FINI D GRADE: 150.&W
• HIGHEST ADJACENT FIN HE GRADE: 15 1.0 1'
1) THE BOTTOM OF FL D VEIN SHALL BE
NO HIGHER THAN 1 OOT ABOV RADE.
2) A "FINISHED" CON RUCTION FLOO
ELEVATION GE IFIGATE 15 REQUIRE
PRIOR TO FIN06 APPROVAL OF THIS
STRUCTURE.
GENERAL NOTES:
1. PROVIDE (2) CIRCULATION DRAINS AT POOL 8 SPA PER PUMP THAT SHALL BE HYDRAULICALLY BALANCED, AND ARE
SEPARATED BY A DISTANCE OF AT LEAST VIN ANY DIMENSION BETWEEN DRAINS. 5UCTION OUTLETS THAT ARE LE55 THAN
12" ACROSS SHALL BE COVERED WITH ANTI -ENTRAPMENT GRATES. GBG SECTION 3 109.4.4.8.
2. POOL/SPA BARRIER SHALL COMPLY WITH GBG SECTION 3'109. THE POOL/SPA SHALL INCORPORATE THE FOLLOWING:
A.) ACCESS GATES THROUGH THE BARRIER SHALL OPEN OUTWARD AWAY FROM THE POOL AND SHALL BE 5ELF-
CLOSING AND HAVE A SELF -LATCHING DEVICE PLACED NO LOWER THAN 60" ABOVE GROUND.
B.) RESIDENCE DOORS PROVIDING DIRECT ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN ALARM THAT
PRODUCES AN AUDIBLE WARNING WHEN THE DOOR IN OPEN.
C.) THE BARRIER SHALL BE NOT LESS THAN (50" ABOVE GRADE MEASURED ON THE SIDE THAT FACES AWAY FROM THE
POOL.
3. ALL POOL/5PA EQUIPMENT MUST BE CERTIFIED BY THE ENERGY COMMISSION THAT THE SYSTEM OR EQUIPMENT
COMPLIES WITH CALIFORNIA ENERGY CODE SECTION 1 10.4 AND 1 10.5.
A.) A MINIMUM EFFICACY ACCORDING TO APPLIANCE EFFICACY REGULATIONS.
B.) AN ON-OFF 511 OUTSIDE THE HEATER,
G. ) PROVIDE PERMANENT AND WEATHERPROOF OPERATING INSTRUCTIONS.
D.) NO ELECTRIC RESISTANCE HEATING, EXCEPT:
1.) LISTED PACKAGE UNITS WITH FULLY INSULATED ENCLOSURES, 3 WITH TIGHT -FITTING COVERS,
INSULATED WITH A LEAST R-6.
1I.) POOL OR SPA GETTING 60% OR MORE OF THEIR ANNUAL HEATING FROM A SITE 50LAR ENERGY
OR RECOVERED ENERGY.
E.) SPA HEATER MAY NOT HAVE A CONTINUOUS BURNING PILOT LIGHT.
F.) OUTDOOR POOLS d SPAS WITH GAS OR ELECTRIC HEATERS SHALL HAVE A COVER INSTALLED. THE COVER SHOULD
BE FITTED 8 INSTALLED DURING FINAL INSPECTION.
NOTE:
SEE PAGE 2 FOR FLOOD ELEVATION CERTIFICATE.
0 SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER
383 RIO LINDO AVENUE #200, CHICO, GA 95926
(530) 592-4407 WORK
EMAIL ADDRE55: Ryland05ummltChlcoxom
G:\Users\Lynn\Documents\Ghlef X9 Plans\Rick Denney - Davis POOL'
OWNER: TOM d AMY DAVI5
(530) 342-4733 HOME (530) 966-161 1 HER CELL
EMAIL ADDRESS: Tom®DavlsMachine.net Amy Davis®GMail.net
NORTH
SCALE: 1" - 20'-0"
PROPERTY OWNER:
THOMAS d AMY DAVIS
761 E 5TH STREET, CHICO, GA 95926
PHONE(550)542-4133
CONTRACTOR:
RICK DENNEY
2524 ALAMO AVENUE,
CHICO, GA 95913
PHONE(550)51b-5356
SITE AD_DRF-55:
1551 PASATIEMPO DRIVE
DURHAM, GA 95938
CONSTRUCTION PERIOD:
APPROX START: 6/ 1 5/201 1
APPROX END: 9/ 1 5/201 1
ARCH G (15" X 24")
WHILE EVERY ATTEMPT HAS BEEN MADE
IN THE PREPARATION OF THIS PLAN TO
AVOID MISTAKES, THE MAKER CANNOT
GUARANTEE A6AINST HUMAN ERROR
BUILDING CONTRACTOR / HOME OWNER
TO REVIEW AND VERIFY ALL
DIMENSIONS, SPECS, AND GONNECTIONS
BEFORE CONSTRUCTION 5E61NS.
DRAFTING BY:
WY1,
0) $9 1-0585
1E VALLEY ROAD
CHICO, CALIFORNIA 95978
LYNN SMITHS 2 0 A TT.NET
THESE PLANS HAVE BEEN
REVIEWED ONLY FOR
COMPLIANCE WITH ATTACHED
STRUCTURAL CALCULATIONS.
THE ENGINEEK5 STAMP ON
THIS PLAN IS VALID ONLY WITH
A LETTER SIGNED BY THIS
ENGINEER FOR EACH
UNIQUE BUILD.
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DATE:
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SCALE:
SHOWN
FOOL
SHEET
0 COPYRIGHT 201 1
Pool.layout °R "®m LYNN SMITH - DRAFTING
1 99 SYCAMORE VALLEY ROAD,
CHICO, CA 95913
socr eal oras (530) 89 1-0585 WORK
(530) 514-0585 CELL
LYNSM.-S 2.ATT.NCT EMAIL ADDRE55: Lynn5mlth320ATT.net
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DATE:
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SCALE:
SHOWN
FOOL
SHEET
0 COPYRIGHT 201 1
Pool.layout °R "®m LYNN SMITH - DRAFTING
1 99 SYCAMORE VALLEY ROAD,
CHICO, CA 95913
socr eal oras (530) 89 1-0585 WORK
(530) 514-0585 CELL
LYNSM.-S 2.ATT.NCT EMAIL ADDRE55: Lynn5mlth320ATT.net
U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATIONCERTIFICATE
FEDERAL EMERGENCY MANAGEMENT AGENCY
National Flood Insurance Program IMPORTANT: Follow the instructions on pages 1-9.
OMB No. 1660-0008
Expiration Date: July 31, 2015
SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE
Al. Building Owner's Name Thomas & Amy Davis Policy Number:
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number:
n-44-- nr;. N
City Durham State Ca ar coae 95920
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
APN: 040-670-003
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential House
A5. Latitude/Longitude: Lat. Long. Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 8
A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) 2 682 sq ft a) Square footage of attached garage 1,584 sq ft
b) Number of permanent flood openings in the crawlspace 31 b) Number of permanent flood openings in the attached garage
or enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade .Q
c) Total net area of flood openings in A8.b 2,691 sq in c) Total net area of flood openings in A9.b 855 sq in
d) Engineered flood openings? ❑ Yes N No d) Engineered flood openings? ❑ Yes ®No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number B2. County Name 83. State
Butte County 060017 Butte I Ca
64. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/B8. Flood Zone(s) B9. Base Flood Elevation(s) (Zone
Revised Date A0, use base flood depth)
06007CO620 E 01/06/2011 01/06/2011 AE 195.60
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9:
❑ FIS Profile N FIRM ❑ Community Determined ❑ Other/Source:
B11.Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 N NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? []Yes N No
Designation Date: / / ❑ CBRS ❑ OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* N Finished Construction
W
*A new Elevation Certificate will be required when construction of the building is complete.
s.
C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Ite
C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
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Benchmark Utilized: Butte County BM# 1004 Vertical Datum: NGVD 1929
1
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I
Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 N NAVD 1988 ❑ Other/Source:UJ
Datum used for building elevations must be the same as that used for the BFE. Check the measurement used.
Z->
193 meters
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 2Q ® feet ❑
196 70 feet El
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b) Top of the next higher floor ® meters
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N/A •
c) Bottom of the lowest horizontal structural member (V Zones only) ❑ feet ❑ meters
193 60
A
d) Attached garage (top of slab) N feet ❑ meterst
196 60
--
`U
feet meters
e) Lowest elevation of machinery or equipment servicing the building ® ❑
-�
(Describe type of equipment and location in Comments)^
193.00
f) Lowest adjacent (finished) grade next to building (LAG) N feet E] meters
y,
g) Highest adjacent (finished) grade next to building (HAG) 19 70 ® feet ❑ meters
wl
rA
h) Lowest adjacent grade at lowest elevation of deck or stairs, including ❑feet ❑meters
x
structural support
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. I certify that the information on this Certificate represents my best efforts to interpret the data available.
I ,�
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
❑x Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a
El Check here if attachments. licensed land surveyor? ❑Yes ❑ No
Certifier's Name License Number ...6 �i57vvtarra
Lauren J. McSwain 8754'r No. 8754
Title Company Name
Professional Land Surve or Feeney Engineering & Surve ing, Inc. ,A
Address City State ZIP Code
PMB 301, W.. ast A ue SGite A Chico Ga 95926 OFC
Date Telephone
5 530 570-7174
Signat
FEMA Form 0RSased 7J12) See reverse side for continuation, y Replaces all previous editions.
Q
1
J
LC
ELEVATION CERTIFICATE, page 2
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
City State ZIP Code Company NAIC Number:
Durham Ca 95920
SECTION D — SURVEYOR; ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments Item C2e represents the AC unit pad elevation. The Butte County benchmark was converted from NGVD 1929 to NAVD 1988
conversionby using the NMlonal Geodetic W000 onfine height r.
Date 512 /� t O
Ems; (ri:l-111N limaI lihi 1Ar • r I ii•. a r r r
For Zones AO and A (without 8FE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C.
For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawispace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement, crawispace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items S and/or 9 (see pages 8-9 of Instructions),
the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of stab) is ❑ feet ❑ meters ❑ above or
❑ below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or
Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachments.
SECTION G — COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and
G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect
who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued SFE) or Zone A0.
G3. ❑ The following information (items G4—G10) is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: 171 feet Q meters Datum
G10, Community's design flood elevation: ❑ feet ❑ meters Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
❑ Check here if attachments.
FEMA Form 086.0.33 (Revised 7/12) Replaces all previous editions.
383 Rio Linda Ave, Chico, CA 95926
p. (530) 592-4407 www.summitchico.com
BUITE
couffy
J"UN 0I 2017;
Structural Calculations For:
'
Q " I " i ' en " t;
Thomas & Amy Davis
Project:
Davis 15x36 Pool & 9x9 Spa
Address:
1821 Pasatiempo Drive, Chico, CA
C.
tAui 18
PERMIT # M
R�W �66UN-FE-iDELOPMENT SERVICES
CI IRE -VIEWED FOR
OF CODE C�IMPLIANCE
DATE
os/so/ 1 -1 f3Y_P_t+_
Note: Summit Structural Design (SSD) is not responsible for on-site, inspection to
assure compliance with the standards, sizes, materials, or workmanship specified herein.
SSD is not responsible for any structural element or system not specifically noted in this
set of specifications/calculations unless authorized in writing by SSD. Workmanship shall
be of the highest quality and in all oases shall follow accepted construction practice, the
latest edition of the California Building Code, and local building department standards,
AML Li 1 Hill
PROJECT, i x L 4PACE:
SUMMIT' STRUCTURAL DESIGN
ENGINEER: r� www.summitchlco.com DATE.
DESIGN OF Poo 8cpA-Vi,
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204PAGE:
SUMMIT STRUCTURAL DESIGN
ENGINEER: www.stit77mitchico.com DATE:
DESIGN OF
C C-)n4'Vl, vA e-
J
T
N
1-nciAknl
0--� ) -11
........... ....... ..... ..
a
2-
Ultimate Strength Design
Pool Wall Flexure
2) Residential, No Insp.?
Concrete
Mu
d
b
fo
fy
rho b
As max
As reqd
Restrained?
0.68 k -ft
3 in
10 'n,,
�ksl
60 ksi
).021
),481 lnA2
).052 In A 2
Wall Thicknessl -Olin
Retaining Wall Loads
EQ Point Load
lbs/ft
Apply at
H
EQ PSF
psf
Pa
60 pcf
Height RetainedC5Dt-�')
4
Soil Moment
1250 ft -lb
EQ Moment
0 ft -lb
Mu
Mu
2125 ft -lb
Min An (per code) 0.12 inA2
Min AV (per code) 0.072 in'12
Bar Size
Bar Dia
Bar Area
0.11
0.22
0.33
0.44
0.55
3
0.375
011
4
0,5
0.20
0.20
0.39
0.59
0.79
0.98
5
0,625
0.31
0.31
0,61
0.92
1.23
1.53
6
0.75
0.44
0.44
0.88
1.33
1.77
2.21
7
0.875
0.60
0.60
1.20
1,80
2,41
3.01
8
1
0.79
0.79
1.57
2.36
3.14
3,93
9
1.128
1.00
1.00
2.00
3.00
4.00
5.00
10
1.27
1.27
1.27
2.53
3.80
5.07
6,33
11
1,41
1.56
1.56
3,12
4.68
6.25
7.81
14
1,693
2.25
2.25
4,501
6.75
9.00
11.26
18
2.257
4,00
4.00
8.00
12.00
16.00
20,00
Bar Size
Bar Dia
Bar Area
0,22
0.17
M'Em"
0,15
RIMM
0A1
=,Mm
0.08
0,07
3
0,375
0.11
4
0.5
0.20
0.39
0,29
0.26
0.20
0A5
0.111,
5
0.625
0.31
0.61
0.46
0.41
0.31
0.23
0.2C
6
0,75
0.44
0,88
0.66
0,59
0A4
0.33
0,2C
7
0.875
0.60
1.20
0.90
0,80
0.60
0A5
OAC
8
1
0,79
1.57
1.18
1.05
0.79
0.59
0.52
9
1.128
1.00
2.00
1.50
1.33
1.00
0.75
0.67
10
1,27
1.27
2.53
1.90
1.69
1.27
0.95
0,84
11
1.41
1.56
3.12
2.34
2.08
1.56
1A7
1.0le
14
1.693
2.25
4.50
3.38
100
2.25
1.69
1.5(
18
2.257
4.00
8.00
6.00
5,33
4,00
3,00
2.6-1
I_ --iILL J--:-: L 11 , i _ Alli I_
- - ___ _L__ -
LE41
Ultimate Strength Design
Pool Wall Flexure
[D Residential, No Insp.?
(2] Restrained?
Concrete Relnf.
MU 1.12 k -ft
d
3 in
b
6 in
fc
3 ksi
fy
60 ksi
rho b
0,021
As max
0,289 JnA 2
As reqd CO.088 in Al
Wall Thickness 61in
Retaining Wall Loads
EQ Point Load
lbs/ft
Apply at
H
EQ PSF
psf
Pa
60 DCf
Height Retained
(� _it .�
Soil Moment
3430 ft -lb
EQ Moment
MU
0 ft -lb
5831 ft-Ib�
Min AH (per code) 0,072 in A 2
Min Ay (per code) 0.0432 in A 2
Bar Size
Bar Dia
Bar Area
0,33
w
0.44
0.55
3
6.375
0.11
0.11
0.22
4
0.5
0.20
0.20
0.39
0.59
019
0.98
5
0.625
0.31
0.31
0.61
0.92
123
1.53
6
0,75
0,44
0.44
0,88
1.33
1.77
2.21
7
0.875
0.60
0.60
1.20
1.80
2.41
101
8
1
0,79
0.79
1.57
2.36
3.14
3.93
9
1.128
1,00
1.00
2.00
3.00
4.00
5,00
10
1,27
1.27
1.27
2.53
3.80
5.07
6,33
11
1.41
1.56
1.56
3.12
4.68
6,25
7.81
14
1,693
2251
2,251
4.601
6.751
9,00
11.26
18
2.257
4,00
4.00
8,001
12,001
16,00
20.00
Bar Size
Bar Dia
Bar Area
0.15
0.11
0.08
0.07
3
0,375
0.11
0.22
0.17
4
0.5
0,20
0.39
0.29
026
0.20
0.15
0.13
5
0,625
0.31
0.61
0.46
0.41
0.31
0,23
0.20
6
0.75
0.44
0.88
0.66
0.59
0.44
0.33
0.29
7
0.875
0.60
1.20
0.90
0;80
0.60
0.45
0.40
8
1
0,79
1.57
1.18
1.05
0.79
0.59
0.52
9
1,128
1.00
ZOO
1.60
1.33
1.00
0.75
0.67
10
1.27
1.27
2.53
1.90
1:69
1.27
0.95
0,84
11
1.41
1.56
312
2.34
2.08
1,56
1.17
1.04
14
1.693
215
4,501
3.381
3.001
2.251
1.69
1.50
18
2.257
4.00
8.00
6.00
5.33
4.00
3.00
2,67
Ultimate Strength Design
Pool Wall Flexure
2] Residential, No Insp.?
--7 7 0 1 r -T- f -L
n/ Restrained?
Concrete Reinf.
Mu 1.34 Ot
d
3 in
b
4 in
fc
3 ksi
fy
60 ksi
rho b
0.021
As max
0.192 inA2
-- ---- --------- -
Wall Thickness! -0 in
Retaining Wall
Loads
EQ Point Load
lbs/ft
Apply at
H
EQ PSF
psf
Pa
60 pcf
Height Retained
8.5
Soil Moment
41 ft -lb
EQ Moment
0 ft -lb
MU
10440 ft -lb
-�7 -3 � 4I` CD. C .
As reqd
0,111 in A 2
Min AH (per code)
0.048 i n" 2
Min Av (per code)
0.0288 inA2
Bar Size
Bar Dia
Bar Area
3
0.375
0.11
0.11
0,22
0.33
0.44
0.55
4
0.5
0.20
0.20
0.39
0.59
0.79
0.98
5
0.625
0.31
0,31
0.61
0.92
1.23
1,53
6
0,75
0.44
0,44
0.88
1.33
1.77
2,21
7
0.875
0.60
0.60
1,20
1.80
2,41
3.01
8
1
0,79
0.79
1.57
2.36
3.14
3.93
9
1.128
1.00
1.00
2,00
3.00
4.00
5.00
10
1.27
1.27
127
2.53
3.80
5.07
6.33
ill
1,41
1.56
1.56
3.12
4.68
6.25
7.81
14
1,6931
2,25
2.26
4.50
6.75
9,00
11.26
18
2.257
4.00
4.001
8,00
12.001
16.00
20.00
Bar Size
Bar Dia
Bar Area
-
3
-
0.375
0.11
0.22
0.17
0.16
0.11
0.08
0,07
4
0.5
0.20
0,39
0.29
0.26
0.20
015
0,13
6
0,625
0.31
0.61
0.46
OAl
0,31
0,23
0.20
6
0.75
0,44
0,88
0.66
0.59
0,44
0.33
0.29
7
0.875
0.60
1.20
0.90
0.80
0.60
0A5
0.40
8
1
0.79
1.57
1.18
1.05
0.79
0,59
0.52
9
1.128
1.00
2.00
1.50
1.33
1.00
0,75
0.67
10
1.27
1.27
2.53
1.90
1.69
1.27
0.95
0.84
11
1.41
1.56
3.12
2.34
2,08
1.56
1,171.04
14
1.693
2.26
4.50
3.38
3.00
2.25
1.69
1,50
18
2,257
4.00
8.00
6.00
5.33.
4.00
3.001
2.67
-�7 -3 � 4I` CD. C .
4
Ultimate Strength Design
Pool Wall Flexure
0 Residential, No Insp.?
F1 RestalneV
Concrete Reinf.
MU 0.94 k -ft
d
3 In
b
10 In
fc
3 ks!
fy
60 ks!
rho b
0,021
As max
0,481 in A2
As reqd 1 0,072 InA2
Wall Thickness in
Retaining Wall Loads
EQ Point Load
lbs/ft
Apply at
H
EQ PSF
psf
Pa
62.4 pcf
Height Retained
4 ft
Soil Moment
666 ft -lb
EQ Moment
0 ft -lb
Mu
1132 ft -lb
Min AH (per code) 0.12 inA2
Min Av (per code) 0.072 in A2
Bar Size
Bar Dia
Bar Area
0.17 0.15
0.33
=
0.44
0.55
3
0.375
011
0.11
022
4
0.5
0,20
0.20
0.39
0.59
0.79
0.98
5
0.625
0,31
0.31
0.61
0.92
1,23
1.53
6
0.75
0.44
0,44
0,88
1.33
1.77
2.21
7
0,875
0.60
0.60
1.20
1.80
2.41
3,01
8
1
019
0.79
1.57
2.36
3.14
193
9
1,128
1.00
1.00
ZOO
3.00
4.00
5.00
10
1.27
1.27
117
2.53
180
5.07
6.33
11
1.41
1.56
1.56
3.12
4.68
6.25
7.81
14
1.693
2.251
2.251
4.501
6.751
9.00
11.26
18
2.257
4.00
4.00
8.00
1 2A0
16,00
20.00
Bar Size
Bar Dia
Bar Area
0.17 0.15
DAI 0.08
0.07
3
0.375
011
0.22
4
0,5
0.20
0.39
0:29 0.26
0.20 0.15
0,13
5
0.625
0.31
0.61
0.46 0,41
0,31 0.23
0.20
6
0.75
0.44
0.88
0.66 0,59
0.44 0.33
0,29
7
0,875
0.60
120
OM 0.80
0.60 0A5
0.40
8
1
0.79
1.57
1,18 1.05
0.79 0.59
0.52
9
1,128
1.00
2.00
1.50 1.33
1.00 035
0.67
10
1.27
1,27
2.53
1.90 1.69
1.27 0.95
0.84
11
1,41
1.56
3.12
2.34 2.08
1.56 1.17
1.04
14
1.693
2,251
4.501
3.381 3,001
2.251 1,691
1.50
18
2,257
4.00
8.00
6.00 5.33
4.00 3.00
2.67
Summit Structural Design
383 Rio Lindo Ave #200, Chico, CA 95926
4
p. 530,592.4407 www,summitchico-com
A's
JPF
Project: Davis In -ground Pool (gunite)
1821 Pasatiempo Drive, Durham, CA 95938
Plan Check Number: B17-1087 Plan Check #1
Structural Plan Check Comments:
1)
See revised plan sheet P1.
2)
See revised plan sheet P1.
3)
See attached calculation,
4)
See revised plan sheet P1.
5)
See revised plan sheet P1.
6)
By others.
7)
By others.
S
XP. 0613012 lb
srgr IV
FC
0(./115 %1
BUM
COUNTY
pN 15 2017
DEVELOPMENT
SERVICES
IF
t�1T_ ( 0%`l
PERMIT #__ V-0-
BU -i -TE COUNTY DEVEI-OPMENTSERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE BY -----
91 ills, 1-4
H111 a .4 N4C
a 2p
a.
100-j
VdS OOd9N1AW1M5QNf)OUD-N1
SIAVG ANV *13 SVAOH1
91 ills, 1-4
H111 a .4 N4C
a 2p
a.
100-j
DESIGN 4F
R
3
9
Ultimate Strength Design
Pool Wall Flexure
Residential, No Insp.?
2]
Restrained?
Concrete Reinf,
EQ Point Load
Mu
1.12 k -ft
d
3 in
b
6 in
fc
3 ksl
fy
60 kst
rho b
0.021
As max
0.289 jnA2
As reqd 0,088 in A 2
Wall Thickness I.. j
Retaining Wall
Loads
EQ Point Load
lbs/ft
Apply at
H
EQ PSF
psf
Pa
60 pcf
Height Retained
7 ft
Soil Moment
3430 ft -lb
EQ Moment
0 ft -lb
Mu
5831 ft -lb
Min AH (per code) 0,072 inA2
Min Av (per code) 0,0432 in A2
Bar Size
ia
Di a I
Bar !I-
Ear Area
Bar Are
1
0.11
0
0.11
0 1
2 2
0. 1 2 11 2 1
0
3 3
0.33 1
0
0.44
O�55
3
0.375
0
2 0
0.20
0
2 0
0.20
0
3
0.39
0
5 9
0�59
0
0.79
0.98
4
O'g5 5
3
0. 31
0
3 1
0.31
0
0.61
0 6
2
0,92
0 9
1.23
1.77
1,53
2,21
6
0.75
4 4
0.44
0
4
0.44
0 4
8 8
0.88
0
0
1 20
1
3 3
1.33
1
1.80
1 80
2.41
3,01
7
0.875
6 0
0.60
0
0.79
772
0
060
0 61
0.79
1.57
2�31
3 .14
3,93
8
9
1
1,128
1.00
1.00
0
2.00
, 00
3 OC
4.00
5.07
5.00
6.33
10
1,27
2
1.27
1.27
5
2.53
2
3.12
3
3�80
4. 6E
4.68
6,25
7.81
11
1.41
1 . 56
221
5
56
1.56
225
2.25
'1
. 50
4.50
4
675
6 , 7
9.001
11.26
14
181
1,693
2,25 7
00
4*.001
00
4.00
8 00
8,0o
1 . 0
12*00
6.00
20.00
Bar Size
Bar Dia
Bar AreaI
0,22
0.1
0.15
0.08
0.07
3
0.375
0.11
0,20
0.39
0.29
0.26
0.20
0.15
0,13
4
5
0.5
0.625
031
0,61
0.46
0A1
0.31
0,23
0,33
0.20
0.29
6
016
0.44
0.88
0.66
0.90
0.59
0�80
0.44
0.60
0,45
0.40
7
0.876
0.60
0.79
1.20
1.57
1A8
1,05
0.79
0,59
0.52
8
9 1,128
1
1.00
2,00
1.60
1.33
1.00
0,75
0.95
0.67
0.84
10
1.27
1 .27
2.53
1.90
2.34
1.69
2.08
1.27
1.56
1.17
1.04
11
1.41
1.56
2.25
3.12
4.50
3.38
3.00
2,25
1.69
1.50
14
1s
1,693
2,2571
4.00
8.00
6.00
5.33
4,00
100
2.67
Figure:10.6 Simple Beam— Load Increasing Uniformly to One End
x"I W i 11
R,� 1 Rz
1--,57741-1
f
Shear 7
Vz
4
Moment
R., = V, . . . . . . . . . . W
R2 =V2 . . . . . . . . . . . —2W
W 1Y!x 2
Vx . = 3 C2
Me
Mm; at x = _ ..57740 . . . . = 9�%3 = .1283WC
Mx . . . . . . . . . . . . . _ W(C2 _x2)
6m41x at x = C15 El
F_�
_ .51930 = .01304 e
A . . . . . . . . . . = Wx (3x4 - 1022x2 +70)
180EIC2
Figure 10.6 Simple Beam -M Load Increasing Uniformly to Center
Mament
R=V . . . .
= W
2
V. �whenx
<
. . . .
. . . . - W (et -4x2)
MMU (at center) . . . .
. . . . _ we
6
M„
when x < ��
2
= Wx —
( 12 202
WCC
max (at Center) . . . .
. . . -
— �aEI
D
_ Wx (5E2 — 4x2)2
480EIC2