HomeMy WebLinkAboutUntitled ( PermrtNo Pool 19 0340•
` I
y�qc, ��� City of Arcadia, CA
, tt Development Services Department 'PermitType Pool/Spa-
240 West Huntington Drive,Post Office Box 60021 f:- -
\ Arcadia,CA 91066-6021 WPFlcGlasslficatOn Pool Residential
•r—vn (626)574-5416 r - PermitStotasrlssued
ARCADIA issueDate°0 /1.9/2019 Expiration: 08/18/2019
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
129 Loralyn DR Arcadia,CA 5766014012
Contacts
ASH&SUSAN GREEN Owner CALIFORNIA POOLS' Contractor
129 LORALYN AVE 433 W Allen AVE Ste 105,San Dimas,CA 91773
(626)304-2626 (626)587-6432 185102
Description:142 PF INGROUND POOL AND SPA.3-4.5"H X 46' r Valuation: $38,607.98 Tenant
LF RETAINING WALL IAq�
Total Sq Feet: 0.00 Plan Check p Plan N
Fees Amount Payments Amount Paid
Building Issuing Fee $47.01 Total Fees $1,403.69
Building Permit Fees $666.25 Cash/Receipt U REC-00443-19 $1,403.69
Building Plan Review Fee $433.07 — --
Amount Due: $0.00
Electrical Fee(Motors,Fix,Wiring) $71.71
Electrical Permit Issuance Fee $47.01
Plumbing Permit Issuance Fee $47.01
Pool Piping $28.69 COMPEtED
Pool P-Trap $11.51
Solid Waste Management Fee $6.25
Solid Waste Management Fee 2 $1.00
Swimming Pool,Spa/HotTub Heater $43.18 CALLS FOR INSPECTIONS
SWMF FEE 2 $1.00 Request for inspection by telephone at 626-574-5450. Leave a message
requesting the address,timeframe and what inspection item is needed.
Total: $1,403.69
This permit/plan review expires by time limitation and becomes null and
void if the work authorized by the permit is not commenced within 180 days
from the date of issuance or if the permit is not obtained within 180 days
from the date of plan submittal.This permit expires and becomes null and
void if any work authorized by this permit is suspended or abandoned for 180
consecutive days or if no progressive work has been verified by a City of
Arcadia building inspector for a period of 180 consecutive days.
February 19, 2019
Issued By: Date
February 19,2019 Page 1 of 1
AR
4 0,1-ro°rv4'•
I PERMIT/PLAN REVIEW APPLICATION`
01 .",_,; Lt.,
, EI3*1 Development Services Department,240 West Huntington Drive, Post Office Box 60021
of
%. Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173
City of
Arcadia
LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following:
Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions Code,/�and
my license is in full Cforce and effect. / ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Class C 57 License No. (b SL Exp. Date �a 1 F compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
Signature of Contractor a. a Sri
OWNER-BUILDER DELLA• ION El Ell'have and will maintain workers'compensation insurance,as required by Section
❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit
License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier Se(('' , ,{-
demolish,or repair any structure,prior to its issuance,also required the applicant 0/‘:-/ Y((moi
for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number
provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not he completed if the permit is for one hundred dollars or less)
7000) of Division 3 of the Business and Professions Code)or that he or she is
exempt there from and the basis for the alleged exempfion. Any violation of ❑ I certify that in the performance of the work for which this permit is issued,I shall
Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers'
penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the
workers'compensation provisions of Section 3700 of the Labor Code,I shall
❑I, as owner of the roe forthwith comply with those provisions.
property,rty, or my employees with wages as their sole
compensation,will do the work,and the structure is not intended or offered for
sale(Section 7044,Business and Professions Code:The Contractors License ate 2411
Srgnature ��
Law does not apply to an.owner of property who builds or improves thereon,
or who does such work himself or heiself or through his or her own
employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful,
sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one
completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation,
did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and
attorney's fees.
0 I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097,
Civil Code).
❑ I am exempt under Section 7044,Business and Professions Code,for this reason:
Lender's Name
Date Signature Lender's Address
IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING:
1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel.
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings
and structures.
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos. Please contact AQMD at(909) 396-2000 for
further information
tame kfil ncy�i lUtile
,� u/0 +rqI certify that I have read this application and state that the above information is cort and that I am the owner or duly authorized agent of the owner.
I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
Arcadia to enter upon the above-mentioned property for inspection purposes.
)3isnature ?1(1^Let
a d 4 Date
N TES1-# n/
Building Inspections Date Insp. Plumbing Inspections Date Insp. 1r /Uj�
100. Setbacks 210. Under fir/bldg.drain /� /o/, -7-0F‘4 / ,/
101. Rough grade 211. Copper underslab
102. Figs.&forms 212. Rough plumbing
103. Pre-slab 213. Rough gas
104. Floor joists 214. Shower pan
105. Steel 215. Water heater
106. Grout lift 216. Roof drains
107. Shear nailing 217. Building sewer
108. Diaph nailing 218. Water service
109. Roof nailing 219. Final gas
110. Framing 220. Fixtures -
111. Occ/Area Sept.Wall 221. Anal plumbing
112. Sound walls 222. Sewer cap/demo.
113. T-bar!rid •
114. Insulation-Flr. Pool Inspections L Date Insp.
115. Insulation-Wall 240. Excavation/steel •
116. Insulation-Ceil. 241. Rou•h•lumbinr [l�r�(�•yyc�r��U moi
I i� - //
117. Drywall nailing 242. Li•ht shell/bondin• 3�Y •Za A .L� "
118. Interior lath 243. Under•round conduit ./O, ' SiPra1 �G� /, ✓ 1
119. Exterior lath 244. P-trap sem(' an
120. Finish grade 245. Gas line&tes13 rr -.,j , • •
121. Final building 246. Fence,gates&sir.: i% 9 i
122. Final demo/lot clear 247. Pool heater 0idelat
248. Anal electric I 50% t re 4////1 74< (
Electrical Inspections Date Insp. 249. Anal •lumbin•
150. Power pole 250. Pool cover J ✓7', • %41ti.1 Ar Al
en'
��/-
151. Sales lot lighting 251. Pool final ,i0/rte/ I AO( PPC < r
152. Underground conduit
153. Underslab conduit Reroof Inspections Date Insp. /'
154. UFER ground 270. Pre-reroof insp. 4/5/? C7/�rreg
155. Water ground 271. Roof framing ..(
156. Rough electrical 272. Sheathing nailing /'L ��j�/���5
157. Fixtures 273. Anal reroof U
158. G.F.C.I. r/
159. E••t.bondin• Sign, Inspections I Date I Insp. '� '� "� P
r,
160. Service panel 280.1Footing verhang ■
161. Final electric 281. Footing
282. Conduit/wirin•
Mechanical Inspections Date Insp. 283. Disconnect ASA to ' "AM( /
180. Venting/flue 284. Anal sign
181. Furnace/A.C.
182. Rauch HVAC Miscellaneous Insp. Date I Insp.
183. Fire dampers 290. Are alarm
184. Furnace compartment 291. Underground supply
185. Combustion air 292. Are sprinklers
186. Smoke detectors 293. Monitor system
187. Metal F.P.rough 294. Hood dry chem.
188. Compressor setback 295. Anal
189. Commercial hood
190. Duct shaft Sewers&Offsite Insp. Date I Insp.
191. Anal mechanical 300. Lateral(main to P/L)
301. SaddleN
:loc a nspections date lnsp. 302. Cess••+l filled
200. Footings r ,pn /n 303. Sidewalk
201. SteeVrebar t5 p%t//'�(7 304. Driveway
202. Grout lift 305. Curb replacement
203. Final wall 306. Trash bin
�111� Patrell
— Engineering Group, Inc.
751 Sunny Grove Lane • Glendora, CA 91741 • Phone: (626) 3354362 • Fax: (626) 963-4812
ENGINEERING CALCULATIONS AND
DETAILS FOR
FREESTANDING POOL WALL WITH
INFINITY EDGE AND RETAINING WALL
DESIGNS
GREEN RESIDENCE
129 LORALYN DR
ARCADIA, CA
Q�oFESSION„_
r0
6 C
No.32994 tp^
*. EXP.6130/2020 *
AT1cOFCAN *
DATE: FEBURUARY 4, 2019
ENGINEER: DOUGLAS R. FERRELL
RCE # 32994, CALIFORNIA
751 SUNNY GROVE LANE
GLENDORA, CA 91741
(626) 335-4362
i I
Project: GIRCE>J RESIDn.jaE
0 PatreLt 1,0, o LYNI DR-
• — Engineering Group, Inc. ArRCADIA , OA
751 Sunny Grove Ln. PH : (626) 335-4362 Engineer: d-W F
- Glendora, CA 91741 FAX : (626) 9634812 Date: Sheet _of
S f TE LAYOUT .
(84.8) 5'tall wood fence
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a
36"retaining wall 36"retaining wall '
circ lawn
. , r0
Gas line' t�► �(C�.A 18"sheer descent
Electoral line � �_�
• / Piz SPA
✓ concrete +18" �,
1 i
lawn
�� 6'deep
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I
Drains
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3'deep 18"sheer d • nt
4IlINr
HCl ,► i drains
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rn 1, ~`, 48"Retaining wall
0" Intlrl $asIs Al- —
Gas line - - fir P
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Project: GREEN] R{ I DE=N CIF
. AN Patrell lac) L ORALYN nR.
A RC.A b IA, Ga
Engineering Group, Inc.
Engineer: MA r Q
751 Sunny Grove Ln. PH: (626) 335-4362 Date: Qin Sheet of V
Glendora, CA 91741 . FAX: (626) 963-4812
NEGATIVE EDGE TROUGI-I
DETAIL
- 12' / 24' 6' /
OIL.
(4) 04 CONT
12' TIE INTO 6 . EA. SIDE
r, °'' 24' OF TROUGH
d. ! *3 a 12' oA.
PERT.
/3. \//\\: (2) �4 CONT.
`r/ /CLR/ //\/) " . i 1
</�/\/\/\/\ 3'
\/\\/\/\/% 3. \l.',� . ' /: / CLR wk. 12' :. CUR.
\ \ \ \ /CLR\ �. ..r.
y\ \ \ \ \�• \� — •' : ISOLATION JOINT
NOTE: SEE STANDARD PLAN FOR
CONSTRUCTION MATERIALS
AND SPECIFICATIONS.
Project: CIA rt- .l 'REs DPNICE
0 Patrell 199 LORALYM DR.
• — Engineering Group, Inc. ARCAni GA
751 Sunny Grove Ln. PH : (626)335-4362 Engineer: 012 r
Glendora, CA 91741 FAX: (626)963-4812 ' Date: 0//9 Sheet .3 of v
RETAINING WALL
EFP:4S pcf
LEVEL SURCHARGE
graNaw
i I n (2) 04 BAR CONT.
::nriIAPA � 8' CMU BLOCK : FULLY GROUTED
,y�� _ SPEC. INSP. REQ D.
'c:11:; '
"� "Sys:,; 46'• :4 "4 A 16' o.c. VERT.
:•...,•.• • •:; \0 Q M4 A 16' O.G. HORIZ
'% N
l// / /Anaj .
i :;f': VIII 4' PERFORATED DRAINAGE PIPE
DRAIN TO DAYLIGHT. 121x121
AREA OF GRAVEL AROUND PIPE.
/ "4 DOWELS o 16' o.G.
/ AL 12' HOOK INTO FOOTING.
L/ / id -cam r.. LAP 20' INTO CMU
m 0 (3) *4 LONGITUDINAL CONTINUOUS
3'-9'
M4 A 12' o.c. TRANSVERSE
GENERAL NOTES
1. CONCRETE - 2500 per MIN. a 28 DAYS.
2. REINF. STEEL - GRADE 60
3. REINF. STEEL LAPS - MIN. 2'-3'.
4. CONCRETE MASONRY UNITS WITH TYPE 'M'
MORTAR - f'm = 1500 per. *SPEC. INSP. REQ'D
5. GROUT - I PART CEMENT (PLASTIC CEMENT
NOT PERMITTED) 2)4 TO 3 PARTS SAND,
2 PARTS PEA GRAVEL.
6. MORTAR TYPES 'M' OR '5' - I PART CEMENT,
74 PART HYDRATED LIME OR LIME PUTTY, SAND
2Y4 TO 3 TIMES THE SUM OF CEMENT AND LIME. ,
1. ALL WORKMANSHIP AND MATERIALS TO
CONFORI WITH THE CBC 2001.
8. BACKFILL - SAND OR GRAVEL SOIL.
Use menu Item Settings>Printing&Title Block Title Green Residence Page: 1
to set these five lines of information Job#: Dsgnr: JWF Date: 4 FEB 2019
for your program. Description....
3'Retaining Wall ' t /
• This Wall in File:x:\drfcurrentprojects\retaining wallslretaining walls.rpx ,t/-/I/�
RetainPro(c)1987-2018, Build 11.18.1.19
License:KW-0605678D Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13
License To: PATRELL ENGINEERING GROUP,INC
Criteria r Soil Data
Retained Height = 300 ft Allow Soil Bearing = 2,000.0 psf ' f f 'M
EuivalentWall height above soil = 0.00 ft Active HeelFPri ssuresure Method 45.0 psf/ft jt. .
Slope Behind Wall = 0.00 Height of Soil over Toe = 6.00 in = j .
Water height over heel = 0.0 ft Passive Pressure = 250.0 psf/ft
Soil Density,Heel = 110.00 pcf ki#>'in.iiiiii:alii;;5 '' F j,
Soil Density,Toe = 0.00 pcf x • kms.::? A, >.
FootingllSoil Friction = 0.400
Soil height to ignore - -
for passive pressure = 12:00 in
Surcharge Loads ` Lateral Load Applied to Stem ` Adjacent Footing Load
Surcharge Over Heel = 0.0 psf Lateral Load = 0.0#/ft Adjacent Footing Load = 0.0 lbs
Used To Resist Sliding&Overturning ...Height to Top = 3.10 ft Footing Width = 2.00 ft
Surcharge Over Toe = 0.0 ...Height to Bottom = 100 ft Eccentricity = 0.00 in
Used for Sliding&Overturning Load Type = Wind(W) Wall to Ftg CL Dist = 1.05 ft
Axial Load Applied to Stem (Service Level) Footing Type Square Footing
Base Above/Below Soil = _2.0 ft
Axial Dead Load = 0.0 lbs Wind on Exposed Stem= 0.0 psf at Back of Wall
Axial Live Load = 0.0 lbs (Service Level) Poisson's Ratio = 0.300
Axial Load Eccentricity = 0.0 in
Design Summary I Stem Construction 1 Bottom
-. Stem OK
Wall Stability Ratios Design Height Above Ftg ft= 0.00
Overturning = 4.97 OK Wall Material Above"Ht" = Masonry
Sliding = 1.53 OK Design Method = ASD
Thickness = 8.00
Total Bearing Load = 989 lbs Rebar Size = # 4
...resultant ecc. = 0.60 In Rebar Spacing = 16.00
Soil Pressure @ Toe = 243 psf OK Rebar Dat = Edge
Soil Pressure @ Heel = 285 psf OK Design Daattaed a
fb/FB+fa/Fa = 0.170
Allowable = 2000 psf Total Force @ Section
Soil Pressure Less Than Allowable Service Level lbs= 202.5
ACI Factored @ Toe = 340 psf
ACI Factored @ Heel = - 399 psf Strength Level lbs=
Footing Shear @ Toe = 1.9 psi OK Moment....Actual
Footing Shear @ Heel = 0:9 psi OK Service Level ft-#= 202.5
Allowable = 82.2 psi Strength Level ft-#=
Sliding Calcs Moment Allowable = 1,193.2
Lateral Sliding Force = 360.0 lbs Shear Actual
less 100%Passive Force= - 1563 lbs Service Leyel psi= 2.2
less 100%Friction Force = - 395.6 lbs Strength Level psi=
Added Force Req'd = 0.0 lbs OK Shear Allowable psi= 44.3
....for 1.5 Stability = 0.0 lbs OK Anet(Masonry) int= 91.50
Rebar Depth 'd' in= 5.25
Masonry Data
fm psi= 1,500
Fs psi= 20,000
Solid Grouting = Yes
Vertical component of active lateral soil pressure IS Modular Ratio'n' = 21.48
NOT considered in the calculation of soil bearing Wall Weight psf= 78.0
Load Factors Short Term Factor = 1.000
Building Code CBC 2016,ACI Equiv.Solid Thick. in= 7.60
Dead Load 1.200 Masonry Block Type = Medium Weight
Live Load 1.600 Masonry Design Method = ASD
Earth, H 1.600 Concrete Data
Wind,W 1.000 fc psi=
Seismic,E 1.000 Fy - psi
Use menu Item Settings>Printing&Title Block Title Green Residence Page: 2 •
i to set these Ove lines of information Job#: Dsgnr: JWF Date: 4 FEB 2019
for your program. Description....
3'Retaining Wall /}/`{�
• This Wall in File:x:ldrfcurrentprojectslretaining wallslretaining walls.rpx SA
LicensRetalne
(c)1997.2019, Build 11.18.1.19 Cantilevered RetainingWall Code: CBC 2016,ACI 318-14,ACI 530-13
License:TIN:
License To:PATRELL ENGINEERING GROUP,INC
Footing Dimensions&Strengths I Footing Design Results
Toe Width = 2.50 ft Seg Heel
Heel Width = _ 1.25 Factored Pressure = 340 399 psf
Total Footing Width = 3.75 Mu':Upward = 1,103 71 ft-#
Footing Thickness = 12.00 in Mu':Downward = 871 154 ft-#
Mu: Design = 232 83 ft-#
Key Width = 12.00 In Actual 1-Way Shear = 1.91 0.88 psi
Key Depth = 0.00 in Allow 1-Way Shear = 43.82 43.82 psi
Key Distance from Toe = 2.00 ft Toe Reinforcing = None Spec'd
fc = 3,000 psi Fy = 60,000 psi Heel Reinforcing = None Spec'd
Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd '
Min.As% = 0.0018 Other Acceptable Sizes&Spacings
Cover @ Top 3.00 @ Btm= 3.00 In
Toe: Not req'd:Mu<phi'5'lambda'sgrt(fc)'Sm
Heel:Not req'd:Mu<phi•5*lambda'sgrt(fc)•Sm
Key: Not req'd:Mu<phi•5•lambda•sgrt(fc)*Sm
Min footing T&S reinf Area 0.97 in2
Min footing T&S reinf Area per foot 0.26 in2 lit
If one layer of horizontal bars: If two layers of horizontal bars:
#4@ 9.26 in #4@ 18.52 in
#5@ 14.35 in . #5@ 28.70 In
#6@ 20.37 in #6@ 40.74 in
Summary of Overturning & Resisting Forces & Moments r
ti
OVERTURNING RESISTING
Force Distance - Moment Force Distance Moment
Item lbs ft ft-# lbs ft ft4
Heel Active Pressure = 360.0 1.33 480.0 Soil Over Heel = 192.5 3.46 665.7
Surcharge over Heel = Sloped Soil Over Heel =
Surcharge Over Toe = Surcharge Over Heel =
Adjacent Footing Load = Adjacent Footing Load =
Added Lateral Load = Axial Dead Load on Stem=
Load @ Stem Above Soil= 'Axial Live Load on Stem =
= Soil Over Toe = 1.25
Surcharge Over Toe =
Total 360.0 O.T.M. 480.0 Stem Weight(s) = 234.0 2.83 663.0
Earth @ Stem Transitions=
= = Footing Weight = 562.5 1.88 1,054.7
Resisting/Overturning Ratio = 4.97 Key Weight = 2.50
Vertical Loads used for Soil Pressure= 989.0 lbs Vert.Component =
Total= 989.0 lbs R.M= 2,383.4
•Axial live load NOT included in total displayed or used for overturning
resistance,but is included for soil pressure calculation.
Vertical component of active lateral soil pressure IS NOT considered in
the calculation of Sliding Resistance.
Vertical component of active lateral soil pressure IS NOT considered in
the calculation of Overturning Resistance.
Tilt I
Horizontal Deflection at Ton of Wall due to settlement of soil
(Deflection due to wall bending not considered)
Soil Spring Reaction Modulus 250.0 pci
Horizontal Deb @ Top of Wall(approximate only) 0.007 in
The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe
be . e the wall would the.t-Id • •t. - i t. th- r-t-in-d .1
2 Project CREEIJ E=S I DEIJC E —
PatreLL ,a� L RAL_Y� DR.
• Engineering Group, Inc. ARrADI A, CA
751 Sunny Grove Ln. PH : (626) 335-4362 Engineer: CIA)
Glendora, CA 91741 FAX : (626) 963-4812 Date: a/19 Sheet__of
RETAINING WALL
EPP:4S pcf
LEVEL SURCHARGE
//4�11s� oda (2) "4 BAR CONT.
;V —c 1p 8' CMU BLOCK FULLY GROUTED
S SPEC. NSF. REQ'D.
*4 0 12' on.
\c.
"4 A 16' on. VERT.
TRANSVERSE 0 Q"
4.4 9 16' on. HORIZ.
N 4' PERFORATED DRAINAGE PIPE
Ind DRAIN TO DAYLIGHT. 12'x12'
AREA,OF GRAVEL AROUND PIPE.
EMIR MIO
"4 DOWELS o 16' o.c.
12' HOOK INTO FOOTING.
►
/\� � rip_ LAP 20' INTO CMU
2'-0' .I' I'-0' (6) "4 LONGITUDINAL CONTINUOUS
3'-6' *4 KEY BARS ® 12' o.c.
GENERAL NOTES
I. CONCRETE - 2500 pal MIK 9 28 DAYS.
2. REINF. STEEL - GRADE 60
3. REINF. STEEL LAPS - MIN. 2'-3'.
4. CONCRETE MASONRY UNITS WITH TYPE 'M'
MORTAR - f'm = 1500 per. *SPEC. INSP. REQ'D
5. GROUT - I PART CEMENT (PLASTIC CEMENT
NOT PERMITTED) 24 TO 3 PARTS SAND,
2 PARTS PEA GRAVEL.
6. MORTAR TYPES 'M' OR 'S' - 1 PART CEMENT,
Y4 PART HYDRATED LIME OR LIME PUTTY, SAND
2k TO 3 TIMES THE SUM OF CEMENT AND LIME.
1. ALL WORKMANSHIP AND MATERIALS TO
CONFORM WITH THE CBC 2001.
a BACKFILL - SAND OR GRAVEL SOIL.
Use menu item Settings>Printing&Title Block Title Green Residence Page: 1
7 to set these five lines of Information Job#: Dsgnr: JWF Date: 4 FEB 2019
for your program. Description....4'Retaining Wall 7/'
• This Wall in File:x:ldrfcurrentprojects\retaining walls retaining walls.rpx t/
RetainPro(c)1987-2018, Build 11.18.1.19
License:KW-06056780 Cantilevered Retaining Wall code: CBC 2016,ACI 318-14,ACI 530-13
License To:PATRELL ENGINEERING GROUP,INC
Criteria _ _I Soil Data
Retained Height = 4.00 ft Allow Soil Bearing = 2,000.0 psf - _ ✓�'"
Wall height above soil = 0.33 ft Active HeeIl P ssurEquivalent Fluid esure Method 45.0 psf/ft ,
Slope Behind Wall = 0.00 , �%/
Height of Soil over Toe = 6.00 in = .
Water height over heel = 0.0 ft Passive Pressure = 250.0 psf/ft
Soil Density,Heel = 110.00 pcf . . . : _
Soil Density,Toe = 0.00 pcf p n liK_�Nyii
FootingliSoil Friction = 0.400
Soil height to ignore >
for passive pressure = 12.00 in - -
1_,$urcharge Loads Lateral Load Applied to Stem ` Adjacent Footing Load
Surcharge Over Heel - 0.0 psf Lateral Load = 0.0#/ft Adjacent Footing Load = 0.0 lbs
Used To Resist Sliding&Overturning ...Height to Tor = 3.10 ft Footing Width = 2.00 ft
Surcharge Over Toe = 0.0 ...Height to Bottom = 3.00 ft Eccentricity = 0.00 in
Used for Sliding&Overturning _ Wall to Ftg CL Dist = 1.05 ft
Load Type = Wind(W) Footin T e Square Footing
Lkcial Load Applied to Stem (Service Level) Base Above/Below w Soil
Axial Dead Load 0.0 lbs Wind on Exposed Stem= 0.0 psf at Back of Wall = -2.0 ft
Axial Live Load = 0.0 lbs (Service Level) Poisson's Ratio = 0.300
Axial Load Eccentricity = 0.0 In
Design Summary I Stem Construction I Bottom
Stem OK
Wall Stability Ratios Design Height AboveStg ft= 0.00
Overturning = 2.99 OK Wall Material Above"Ht" = Masonry
Sliding = 1.52 OK Design Method = ASD
Thickness = 8.00
Total Bearing Load = 1,194 lbs Rebar Size = # 4
...resultant ecc. = 2.27 In Rebar Spacing = 16.00
RebaSoil Pressure @ Toe = 452 psf OK Design Dataed at = Edge
Soil Pressure @ Heel = 231 psf OK Data
fb/FB+fa/Fa =
0.402
Allowable = 2,000 psf Total Force @ Section
Soil Pressure Less Than Allowable Service Level lbs= 360.0
ACI Factored @ Toe = 632 psf
ACI Factored @ Heel = 323 psf Strength Level lbs=
Footing Shear @ Toe = 5.0 psi OK Moment....Actual
Footing Shear @ Heel = 1.7 psi OK Service Level ft-#= 480.0
Allowable = 82.2 psi Strength Level ft4t=
Sliding Calcs Moment Allowable = 1,193.2
Lateral Sliding Force = 562.5 lbs Shear Actual
less 100%Passive Force= - 375.0 lbs Service Level psi= 3.9
less 100% Friction Force = - 477.8 lbs Strength Level psi=
Added Force Req'd = 0.0 lbs OK Shear Allowable psi= 44.7
....for 1.5 Stability = 0.0 lbs OK Anet(Masonry) in2= 91.50
Rebar Depth 'd' in= 5.25
Masonry Data
fm psi= 1,500
Fs psi 20,000
Solid Grouting = Yes
Vertical component of active lateral soil pressure IS Modular Ratio'n' = 21.48
NOT considered in the calculation of soil bearing Wall Weight psf 78.0
Load Factors Short Term Factor = 1.000 •
Building Code CBC 2016,ACI Equiv.Solid Thick. in= 7.60
Dead Load 1.200 Masonry Block Type = Medium Weight
Live Load 1.600 Masonry Design Method = ASD ,
Earth,H 1.600 Concrete Data
Wind,W 1.000 fc psi=
Seismic,E . 1.000 Fy psi
i
Use menu Item Settings>Printing&Title Block Title Green Residence Page: 2
' to set these five lines of Information Job#: Dsgnr. JWF Date: 4 FEB 2019
for your program. Description....
4'Retaining Wall Ve• This Wall in File:x:ldrfcurrentprojectstretaining wallslretalning walls.rpx
RetainPro(c)1987-2018, Build 11.18.1.19
License:KW-06056780 Cantilevered Retaining Wall Code:CBC 2016,ACI 318-14,ACI 530-13
License To:PATRELL ENGINEERING GROUP,INC
Footing Dimensions &Strengths ` L Footing Design Results
Toe Width = 2.25 ft I.9.2 Heel
Heel Width = 1.25 Factored Pressure = 632 323 psf
Total Footing Width = 3.50 Mu':Upward = 1,433 58 ft4
Footing Thickness = 12.00 in Mu':Downward = 715 189 ft4
Mu: Design = 718 - 131 ft-#
Key Width = 12.00 in Actual 1-Way Shear = 4.97 1.75 psi
Key Depth = 6.00 in Allow 1-Way Shear = 43.82 43.82 psi
Key Distance from Toe = 2.00 ft Toe Reinforcing = None Spec'd
Pc = 3,000 psi Fy = 60,000 psi Heel Reinforcing = None Spec'd
Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd
Min.As% = 0.0018 Other Acceptable Sizes&Spacings
Cover @ Top 3.00 @ Btm.= 3.00 in
Toe: Not req'd:Mu<phi•5•lambda•sgrt(fc)•Sm
Heel:Not req'd:Mu<phi'S•lambda•sgrt(fc)'Sm
Key: Not req'd:Mu<phi'59ambda'sgrt(fc)'Sm
Min footing T&S reinf Area 0.91 Int
Min footing T&S reinf Area per foot 0.26 In2 ift
if one layer of horizontal bars: If two layers of horizontal bars:
#4@ 9.26 In #4@ 18.52 in
#5@ 14.35in #5@ 28.70 in
#6@ 20.37 in #6@ 40.74 in
Summary of Overturning & Resisting Forces & Moments r
OVERTURNING RESISTING
Force Distance Moment Force Distance Moment
Item lbs ft ft4 lbs ft ft4
Heel Active Pressure = 562.5 1.67 937.5 Soil Over Heel = 256.7 3.21 823.5
Surcharge over Heel . = Sloped Soil Over Heel =
Surcharge Over Toe = Surcharge Over Heel =
Adjacent Footing Load = Adjacent Footing Load =
Added Lateral Load = Axial Dead Load on Stem=
Load @ Stem Above Soil= 'Axial Live Load on Stem =
= Soil Over Toe = 1.13
Surcharge Over Toe =
Total 562.5 O.T.M. 937.5 Stem Weight(s) = 337.7 2.58 872.5
Earth @ Stem Transitions=
= = Footing Weight = 525.0 1.75 918.8
ReslstinglOvertuming Ratio = 2.99 Key Weight = 75.0 2.50 , 187.5
Vertical Loads used for Soil Pressure= 1,194.4 lbs Vert.Component =
Total= 1,194.4 lbs R.M= 2,802.2
•Axial live load NOT Included in total displayed or used for overturning
resistance,but is Included for soil pressure calculation.
Vertical component of active lateral soil pressure IS NOT considered In
the calculation of Sliding Resistance.
Vertical component of active lateral soil pressure IS NOT considered in
the calculation of Overturning Resistance.
Tilt
I
Horizontal Deflection at Top of Wall due to settlement of soil
(Deflection due to wall bending not considered)
Soil Spring Reaction Modulus 250.0 poi
Horizontal Defi @ Top of Wall(approximate only) 0.016 in
The above calculation is not valid if the heel soil bearina pressure exceeds that of the toe
because the wall would then tend to rotate into the retained soil
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fia PatreLL 199 LORALYN] DR. I.
Engineering Group, Inc. ARC,4fj 41 CSA xl
51 Sunny Grove Ln. PH : (626) 335-4362 Engineer: 0-12 F
ilendora, CA 91741 FAX: (626) 963-4812 ' Date: cg./i9 Sheet 3 of V
RETAINING WALL
EP:45 pcf
LEVEL SURCHARGE _
s
4
paL
(2) *4 15AR CONT. - -
\ 8' CMU BLOCK : FULLY GROUTED
'` tri _.
:;�: � SPEC. INSP. REQ'D.
m � r4 a 16' o.c. VERT.
�p ' ::.:::".;;ly.:.;;;;: \. -4 *4 a 16' o.c. HORIZ.
iillitiet0
N-I PERFORATED DRAINAGE PIPE
DRAIN TO DAYLIGHT. 12'x12'
> ' >P A� AREA OF GRAVEL AROUND PIPE.
// . ,1 % '4 DOWELS a 16' o.c.
/ j , / �7�'i��� 12' HOOK INTO FOOTING. _
in a rir LAP 20' INTO CMU ii1
U (3) 0¢ LONGITUDINAL CONTINUOUS
3'-9'
•
r4 a 12' o.c. TRANSVERSE
GENERAL NOTES --
I. CONCRETE - 2500 pat MIN. 6 28 DAYS.
2. REINF. STEEL - GRADE 60
3. REINF. STEEL LAPS - MIN. 2'-3'.
4. CONCRETE MASONRY UNITS WITH TYPE 'M'
MORTAR - ('m is 1500 per. *SPEC. INSP. REQ'D
5. GROUT - I PART CEMENT (PLASTIC CEMENT
NOT PERMITTED) 2): TO 3 PARTS SAND,
2 PARTS PEA GRAVEL.
6. MORTAR TYPES 'M' OR 'S' - I PART CEMENT,
Y4 PART HYDRATED LIME OR LIME PUTTY, SAND
2Y4 TO 3 TIMES THE SUM OF CEMENT AND LIME.
1. ALL WORKMANSHIP AND MATERIALS TO
CONFORM WITH THE CSC 2001.
8. BACKFILL - SAND OR GRAVEL SOIL.