HomeMy WebLinkAboutB17-0632 000-000-000U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008
Federal Emergency Management Agency Expiration Date: November 30, 2018
National Flood Insurance Program
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1-9.
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
SECTION A — PROPERTY INFORMATION
FOR INSURANCE COMPANY USE
Al. Building Owner's Name
Policy Number:
Alonza Alcantar
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and
Company NAIC Number:
Box No.
1827 Pasatiempo Drive
City State ZIP Code
Durham California 95938
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
APN 040-670-001
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential
A5. Latitude/Longitude: Lat.39°40'47.3" Long. -121°46'20.5" Horizontal Datum: ❑ NAD 1927 ❑x 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 1 B
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) N/A sq ft
b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A
c) Total net area of flood openings in A8.b N/A sq in j > i _{ )0 i? ,
d) Engineered flood openings? ❑ Yes KNo
A9. For a building with an attached garage: N111
Po( )I
a) Square footage of attached garage sq ft
b) Number of permanent flood openings in the attached garage within 1.0 footabove ;adjacent grade
BUTTE COUNTY riEVCL:}P""tt. 5_r v i t.S
— * +
c) Total net area of flood openings in A9.b sq in }µ',9,, E1 p F" y17
d) Engineered flood openings? ❑Yes ❑ No , 1 'L It'' 6l, G
Cf
cG5_14—
DATE---- 1J_i J_-JFiv_
SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number
B2. County Name
B3. State
Butte County 060017
Butte
California
B4. Map/Panel
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
B8. Flood Zone(s)
B9. Base Flood Elevation(s)
Number
Date
Effective/
(Zone AO, use Base
Revised Date
Flood Depth)
06007CO520
E
01/06/2011
01/06/2011
AE
197.1
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9:
❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No
Designation Date: ❑ CBRS ❑ OPA
FEMA Form 086-0-33 (7/15)
Replaces all previous editions.
Form Page 1 of b
�fL G_ ��r�
OMB No. 1660-0008
ELEVATION CERTIFICATE Expiration Date: November 30, 2018
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:
1827 Pasatiempo Drive ,
Durham
State ZIP Code
California 95938
pany
SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ❑ Construction Drawings* ❑x Building Under Construction* ❑ Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
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 Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
Benchmark Utilized: KS 1937 Vertical Datum: NAVD 88
Indicate elevation datum used for the elevations in items a) through h) below.
❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) N/A, x❑ feet ❑ meters
b) Top of the next higher floor 198. 2 0 feet ❑ meters
C) Bottom of the lowest horizontal structural member (V Zones only) N/A. g feet ❑ meters
d) Attached garage (top of slab)
197 2 0 feet ❑ meters
e) Lowest elevation of machinery or equipment servicing the building
197 2 X feet ❑ meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG) 195 8 ❑x feet E] meters
g) Highest adjacent (finished) grade next to building (HAG) 196 2 0 feet meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. 0 feet ❑ meters
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 understand that any false
statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑ No ❑x Check here if attachments.
Certifier's Name License Number ,`) U",1 0 y' i
LS 8043 oC`
, l
Herb Votaw
�r���� L C�•`d
Title
Principal Surveyor
Company Name Nd�Q043
Rolls, Anderson & Rolls �� Here
Address
115 Yellowstone Drive
City State ZIP Code DI ' I � —1'7Chico California 95973
Signature Date Telephone
r 1_� 01/10/2017 (530) 895-1422
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments (including type of equipment and location, per C2(e), if applicable)
FEMA Form 086-0-33 (7/15) Replaces laces all previous editions. Form Page 2 of 6
LEGEND
x 195.8 SPOT ELEVATION - NAVD 88 VERTICAL DATUM
F.F. PROPOSED FINISH FLOOR ELEVATION
BFE BASE FLOOD ELEVATION CALCULATION
• FOUND MONUMENT PER BOOK 151 OF MAPS,
PAGE 94 UNLESS OTHERWISE NOTED.
NO MONUMENT FOUND
97 FLOOD ELEVATION CONTOUR
DATA
ZONE AE
FIRM MAP NO. 06007C0520E - MAP REVISED JANUARY 6, 2011
BENCHMARK OF ORIGIN - KS1937 NAVD 88 ELEV.: 207.19
ca/,Fc,� FaRM„S
TEMPORARY PROJECT BENCHMARK
CHISELED "Cl" ON TOP BACK OF CURB
NAVD 88 ELEVATION: 193.34 Cf/.t' /w t: /95, 33
A , /I"�E/S,5 16y 19751GEtii�ERc
LAND S�
o
ATTACHMENT
# Na 8043 # RAR
safe of Ca���OROLLS c ND IL ENGINEERS
ON&ROLLS
115 YELLOWSTONE DRIVE • CHICO, CALIFORNIA 95973-5811
TELEPHONE 530-895-1422
OCTOBER 11, 2016 16135 SHEET 1 OF 1
r
383 Rio Lindo Ave, Chico, CA 95926
p. (530) 592-4407 www.summitchico.com
Structural Calculations For:
Client:
Rick Denney
Project:
Alonzo & Courtney Alcantar 20x40 Pool
1317-0632 040-61!•_ i it IMI
IO. N17
"Address: .
1827 Pasatiempo Drive, Chico, CA
APN: 040-670-001
OQROrESS
C. J0
LU i s °ti ff
14T ' CIVI o��a\P
OF CALWF�
04-/%0/ t1
BUT11: COUNTY DEVELOPMENTSERVICES
EVI EVVED FOR
G E C 0 [APL A.kIC
DATE--_s3f -�� _ nY�—
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 cases shall follow accepted construction practice, the
latest edition of the California Building Code, and local building department standards.
PROJECT. • 1-7-1(c9 -- __ SUMMIT STRUCTURAL DESIGN PAGE:
ENGINEER: AJ wwN.summifchico.com DATE:
DESIGN OF Poo 6f- r4ln
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�_ SUMMIT STRUCTURAL DESIGN
ENGINEER: www. suminitcl7lco. com DATE:
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Ultimate Strength Design
Pool Wail Flexure
Q Residential, No Insp.?
Q Restrained?
Concrete Reinf.
MU 1.12 k -ft
d
3 in
b
6 In
fc
2.5 ksi
fy
60 ksi
rho b
0.018
As max
0.241 in^2
As reqd 0..089 in^2
Wall Thickness in
Retaining Wali Loads
EQ Point Load
lbs/ft
Apply at
H
EQ PSF
psf
Pa
60 pcf
Height Retained
7 ft
Soil Moment
3430 ft -Ib
EQ Moment
0 ft -Ib
Mu
5831 ft -Ib
Min AH (per code) 0.072 in^2
Min Av (per code) 0.0432 in^2
Bar Size Bar Dia Bar Areat.,
,�M b+�y.l14Y
i .E nA T�ri�b
# rib
S i i .t
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
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
4.50
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�i�,6
q v entr aTfir o c`bar,eaclttg
,'}..'�.°9$'.;..I""
3
0.375
0.11
0.22
0.17
0.15
0.11
0.08
0.07
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
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
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
1.17
1.04
14
1.693
2.25
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
3.00
2.67
TH15 PLAN TO COMPLY WITH THE FOLLOWING:
• 2016 CALIFORNIA BUILDING CODE (GBG),
*:2016 CALIFORNIA RESIDENTIAL CODE (CRC),
o.201 6 CALIFORNIA MECHANICAL CODE (GMC),
o.201 6 CALIFORNIA PLUMBING CODs (CPG),
• 2016 CALIFORNIA ELECTRICAL CODE (GEC),
• 2016 CALIFORNIA ENERGY CODE
OGGUPANCY (5ROUP:
• OCCUPANCY 15 R3/U
POOL GENERAL
SPECIFICATIONS
SIZE:
20'X40'
AREA:
500 5CLft
DEPTH:
3' TO 7'
VOLUME:
25,30413
SHAPE:
RECTANGLE
LINER:
WHITE
PUMP:
JANDY
MOTOR:
1/2 hp
FILTER:
JANDY
VAC LINE/SKIMMER:
1 1/2"
RETURN:
(3) 1 1/2"
MAIN ?,)RAIN:
(2) 1 1/2"
SKIMMER:
(2) U-3
BACKWASH:
NO
FILL LINE:
40' OF 1,12"
AUTOFILL:
YE5
ANTI SIPHON:
YE5
HEATER:
N/A
SIZE:
N/A
BTU:
N/A
GAS LINE BY:
N/A
VENTED BY:
N/A
LIGHT:
JANDY
TYPE:
10 COLOR
LED
GLOGK:
YES
ELECTRIC BY:
RICK DENNEY
ELECT. BONDING:
RICK DENNEY
POOL GLEANER:
LETRO
LEGEND
CHLORINATOR:
IN-LINE
RAINBOW
BOARD SIZE:
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 5q,ft
NOTES:
• (3) WALK-IN STEPS SHALLOW
END
• (1) 15" WIDE x 12"
DOWN @
DEEP END CORNER
l PROPERLY LOOATEP INAFLOOP_70
3A - 1.) THE PARCEL IS LOCATED IN FEMA FLOOD ZONE A. PROVIDE TWO COMPLETED FEMA
�1 FLOOD ELEVATION CERTIFICATES PREPARED BY A CALIFORNIA REGISTERED
• PROFESSIONAL OR LAND SURVEYOR.
. 2.) CLEARLY SHOW FLOOD RESISTANT CONSTRUCTION.
/ 3.) PLEASE INDICATE THE BOTTOM OF FLO,iD VENTS SHALL BE NO HIGHER THAN 1
FOOT ABOVE GRADE.
4.) PLEASE INDICATE IN A PROMINENT LOCATION ON THE PLANS THAT A "FINISHED
ENOSOILS
BARE CONSTRUCTION FLOOD ELEVATION CERTIFICATE IS REQUIRED PRIOR TO FINAL
/ STRAW APPROVAL OF THIS STRUCTURE".
ILE /
1`C,` ,�
0f! �tt� .�`, POOL B RIR ��EE
•� /GENER L NN<7_ S<o
J�3'—SLO�Frr►
` J ., •• GALORE€N NOTE:
TEMPORARY STRAW ROLLS y. �'"1� � -- ' ATE `�)°E GENER 4L (�IpT S #2. S DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE
' �• 'yw� / " t , i' +. " .� IMPLEMENTED T 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
J.
CONS WAILK< \ ` WATER ON THE SITE.
/ ✓ / TEMP, •RTA- BJ WWG
HERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM,
/ COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE
< -POTTY L CATION FILTERED BY USE OF A BARF:IER SYSTEM, WATTLE OR OTHER METHOD
` APPROVED BY TWE ENFORCING AGENCY.G.) COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT
POOL BAR R - oBa11c1�E.
GENERAL TE tE HODSSO_MANAGE S 1IR�CE WATER_NGLUDE: 5WALE5, WATER COLLECTION AND
DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS d OTHER WATER
"y MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN
CO�IG7fi'• I%T GROUNDWATfj�.R,EGHARGE.
(
'X40.- < 1^IAi6FF0UT-
1 5PUBLIC, SERVICE EASEMENT
+ SEE RESIID G .00RS'_'G. RAL' .NQ, E#3
20 °• \ R
SIDE i / ��� -off-5 —1.c€ \�\
NORTH
50ALE: 1" - 20'-O"
\
\
PUOL iPQUIPMNNT
NOTE:
FLOOD ELEVATION CERTIFICATE PREPARED BY
ROLLS, ANDERSON 8 ROLLS.
• TOP OF NEXT HIGHER FLOOR: l95.2'
• ATTACHED GARAGE TOP OF SLAB: 1 q7..2'
• LOWEST ELEV OF MACHINERY: 1 97.2'
• LOWE5T ADJACENT FINISHED GRADE: 1 95.8'
• HIGHEST ADJACENT FIN15HED GRADE: 1 96.2'
A "FINISHED" CONSTRUCTION FLOOD
ELEVATION CERTIFICATE 15 REQUIRED PRIOR
TO FINAL APPROVAL OF THIS STRUCTURE.
,o
`SCOP
SOT 1
0.5 \1 ACRES
\
\
a
s,
s
GENERAL NOTE5:
1. PROVIDE (2) GIR<,ULATIO14 DRAINS PER PUMP THAT SHALL BE HYDRAULICALLY BALANCED, AND ARE
SEPARATED BY A DISTANCE OF AT LEAST 3' IN ANY DIMENSION BETWEEN DRAINS. SUCTION OUTLETS THAT ARE
LE55 THAN 12" ACROSS SHALL BE COVERED WITH ANTI -ENTRAPMENT GRATES. GBG SECTION 3 109.4.4.8.
2. POOL BARRIER SHALL COMPLY WITH GBG SECTION 3 1 Ocl. THE POOL SHALL INCORPORATE THE FOLLOWING:
A.) AC.CE55 GATE5 THROUGH THE BARRIER SHALL OPEN OUTWARD AWAY FROM THE POOL AND SHALL BE
SELF-CLOSIN(S AND HAVE A SELF -LATCHING DEVICE PLACED NO LOWER THAN 60" ABOVE GROUND.
B.) RESIDENCE DOORS PROVIDING DIRECT ACCESS TO THE POOL SHALL BE EQUIPED WITH AN ALARM THAT
PRODUCES AN AUDIBLE WARNING WHEN THE DOOR IN OPEN.
C.) THE BARRIER SHALL BE NOT LE55 THAN 60" ABOVE GRADE M:-:A5URED ON THE SIDE THAT FACES AWAY
FROM THE POOL.
3. ALL POOL 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.) PROVIDE PERMANENT AND WEATHERPROOF OPERATING INSTRUCTIONS.
NOTE:
SEE PAGE 2 FOR FLOOD ELEVATION CERTIFICATE.
ER /
RUCTIO25/CCsR SET • E
• / W TER SERVICE:
ISHED FLOOR oW.TEa�r" �E.
�0
i
> SEWER CONNECTION:
C IN G. WALK CONNECT T05EWER SERVICE.
5EPjIO W/_PUM
AS PE BUTTE COUNTY
��+ I HEALT DEPARTMENT'
9F v REQUIR MENTS.
�CGATE - SE ENERA\ NOTE #2.
� % —SLOPEy \
`% TEMPORAi'ZY•S•Tk )^t ROLLS
%% \ ,S
'. POOL BARReR - SI \ S8 foo
��/GENEF•A1_NOTE #2. \ >6,
1 /
poll
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PROPERP�Y OWNER:
ALONZO4COURTNEY ALGANTAR
2350 BURLINGAME DRIVE
CHICO, GA 95928
PHONE (580) 570-3269
C.GONT_RAOTOR:
RICK DENNEY ••
2524 ALAMO AVENUE
GHIGO, GA 9 5 9 7 3 -r^
PHONE (530) 515-5356 i Y ��
SITE APPRE55:
1 821 PASATIEMPO DRIVE, COLINTY CEVELOPMENT SERVICES
GHI NSTR CTI112 REVIEWED F
CONSTRUCTION PERIOD: �/•••��rryyCV CVVVV�C� P-Q�
APPROX START: 1 1 / 15/201 6 <lLJE COMPLIANCE
0\ Ira
APPROX END: '7/15/201'7 "19 yL
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ARCH G (195" X 24")
WHILE EVERY ATTEMPT HAS BEEN MADE
IN THE PREPARATION OF THIS PLAN TO
AVOID MISTAKES, THE MAKER CANNOT
GUARANTEE AGAINST HUMAN ERROR.
BUILDING GONTRAC-TOR / HOME OWNER
TO REVIEW AND VERIFY ALL
DIMENSIONS, SPECS, AND CONNECTIONS
BEFORE CONSTRUCTION BEGINS.
DRAPTINt4 BY:
(ssoJ as 1 -alas
1 9 vGAMORE VALLCY ROAD
GHlco, GALS-ORNIA '15q'75
LYNN9MITHS 20ATT.NET
QW1111 \\
THESE PLANS HAVE BEEN
REVIEWED ONLY FOR
COMPLIANCE WITH ATTACHED
STRUCTURAL CALCULATIONS.
THE ENGINEER'S STAMP ON
THI5 PLAN 15 VALID ONLY WITH
A LETTER SIGNED BY THIS
ENGINEER FOR EACH
UNIQUE BUILD.
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' OWNER: XXXXX I
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ARCH G (18" X 24")
WHILE EVERY ATTEMPT HAS BEEN MADE
IN THE PREPARATION G? THIS PLAN TO
AVOID MISTAKES, THE MAKER CANNOT
GUARANTEE AGAINST HUMAN ERROR.
BUILDING GONTRAGTOR / HOME OWNER
TO REVIEW AND VERIFY ALL
DIMENSIONS, 5PEG5, AND GONNEGTION5
BEFORE GON5TRI ION BEGINS,
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THESE PLANS HAVE BEEN
REVIEWED ONLY FOR
COMPLIANCE WITH ATTACHED
STRUCTURAL CALCULATIONS.
THE ENGINEER'S STAMP ON
THIS PLAN 15 VALID ONLY WITH
A LETTER 516NED BY THI5
ENGINEER FOR EACH
UNIQUE BUILD.
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SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER
G:\Users\L nn\Documents\Chief X9 Plans\Alonzo Alcantar BGGG - POOL\Alcantar Residence POOL.layout °�'^' LYNN SMITH - DRAFTING
OWNER: XXXXX 1 9 9 SYCAMORE VALLEY ROAD,
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383 RIO LINDO AVENUE X200, GHIGO, GA 95926
�.;;....-„n. (530) XXXXX HOME (530) XXXX CCHICO, GA 959'13ELL
�.,. (530) 592-4401 WORK EMAIL ADDRESS: XXXXXXXX (530) 89 1-0585 WORK
EMAIL ADDRESS: Ryland®SummitGhicc.com ^ 2d �•"� _ (530) 514-0555 CELL
L.*newn.e]eAtt.veT EMAIL ADDRESS: Lynn5mith32®ATT.net
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