HomeMy WebLinkAbout069-030-004A.W. McGOWN 69-03-04
6157 Beckwourth Way, Orovill
Contr: Paul Tyler
�perm.it#244--85B, sinp-11
ON
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PERMIT.NO. '
PERMIT EXPIRES
OWNER A W Mc sflWN
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�,�- ASSESSOR'PARCEL
` LOCATION 0157 Blgckwourth Wal, ORnui 11 a
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OFFICE COPY
Address
2 16'x'- nate
Temp. Powe; ELECTRIC
Meter By Date 0`74
Called I,
Temp. Elec.' Service
Called PG&E
Temp. Gae Service.
Called PG&E
/
JOB FINALED,(Date) /
r ri
a
Signature /
4
r
= OK
0 = Not. OK •.
,
�'
' MOBILE HOMES
- MISCELLANEOUS
= Not Ready -
Date' MOBILE HOME UTILITIES (Plans) OK except #'s
Date
DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s .
1. Zoning Requirements -Setbacks -Easements
1. Zoning Requirements -Setbacks -Easements 3 J ,
F-'2.,Soils; Special MH Support -Sketch
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Sewer; Location -Test- Fal 1 -C/O -Concrete
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Water; Location -Test -Easement Needed (Sketch)
4: Wood Awn.; Posts-Beams-Rftrs.-Connec.-
` -' ' 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete
Shthg.-Rfg.-Bracing
6. Gas; Location -Test -Wrap: / /"L"ft.
5. Alum. Awn., -Col u m ns -Con nections-Spi ice- Decal- Encl osu res . -
/ /"Nat. or/ /"L"ft./ /"LPG
6. Carports; Windows -Doors
7. Utility Clearance
7. Elea
8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
Card -B1 Date Card -B1 .' Date
10. Roof; Shthg-Roofing
Card -131. Date Card -B1 Date
11. Ext.; Steps -Doors -Landings
Date MOBILEHOME INSTALLATION (Plans) OK except #'s
1: Zoning Requirements -Setbacks -Easements
Card -131
Date Card -131 Date
2. Footings; Size -Spacing -Marriage Line
Card -B1
Date Card -131 Date
3. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Test -Crossovers -Breakers -Clearances
Date
POOLS (Plans) OK except #'s
5. Drain; MH Test -Fall -Flex -Connector
1. Setbacks -Easements
6. Water; MH Test -Regulator -Connector
2. Soils; Compaction -Structure Stability
7. Water and.Sewer Connected -C/O to Grade -HD, Approval
3. Pool Structure; Steel -Connections -Thickness -
8. Gas and Electricity Tagged •
Dead Men -Lining
9. Exits; Insp.-Sketch
4. Elec.; Receptacles and Lighting, Distances-GFI
10.,Cert. of Occupancy
5. Elec.; Pool Lighting; 15 volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
Card -61 Date Card -B1. Date
8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
Card -131 Date Card -B1 Date
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Card=131
Date Card -131 Date
Card -81
Date Card -B1 Date
k, t
= OK
= Not OK
- = Not Applicable RESIDENTIAL (Single and Duplex)
=.Not Ready
Date UN RFLOOR (Plans) OK except #'s
4-1_,j7-8W.Zoning requirements -Setbacks -Easements
Ftg., Main; Soils-Steel-Elec. Grnd.-/
3. Ftg., Garage; Soils -Steel-/ /" Ftg. Deptl
4. Ftg., Porches & Decks; Soils -Steel-/ /111
5. Stemwalls, Main; Steel- Bloc kouts-Wrappec
6.,St6mwalls, Garage; Steel- Blockouts-Wrapl
i . Slab; Steel -Wrapped
8. P' s -Fireplace Ftg.-Steel
Ae'D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test
10. Gas Pipe; Size -Anchors
11. Water Pipe; Test -Anchors -Regulator -Service Test
12. Electric; Underground '
13. Plenums & Ducts; Clearance-Material-Supprt-Ins.
14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
15. Insulation
Card -B1 Date Card -B1 Date
Card -B Dat iS 'Zf Card -B1 Date
Date PLUMBING (Permit) OK except #'s
Writer Ht. Vent -Access -Combustion Air
W er Pipe; Test & Anchors -Nail Protection
D.1 .V.; Test-Fttngs & Anchors -Nail Protection
. Shower Pan; Test, First Floor -Tub Access
20. Test Tub & Shower, 2nd Floor -Tub Access
J23 -6s Pipe; Size & Anchors
Card -131 Date Card -131 Date
Card -B1 Date Card -61 Date
Date EL -TRICAL (Permit) OK except #'s
._ ture & Transformer Clearance -Ins. Protection
421 E c. Receptacles Spacing -Lights & Switches at Doors
. 54e Boxes & No. of Conductors -Stapled
Rqm6x Installed Close to Edge of Studs & C.J.
E . Ground made up w/Mech. Fasteners -Bond Gas & Water
Appliance Circuits in Kitchen & Conductor Size
28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga.
Cu or Al
29. Ra Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al.
sulated Neutral Yes No
0. S ice -Riser Conductors & Ground -Main Disconnect
Equi Clearances Panels-Motors-Mech. Equip.
Clothes Closet Light -Shower Light -Spa Light
Card -B1 Date Card -B1 Date
Card -131 Date Card -B1 Date
Date M A ICAL (Permit) OK except #'s
3. acts Insulation & Support
. V Fan; Exhaust above insulation
4&�'Cpadiens,ate Drain & Overflow; Size & Grade
Furn -Vent; Access -Comb. Air -Return Air Vent -115 outlet
tic Access & Platform if Furnace in Attic
Card -61 Date Card -B1 Date
Card -B1 Date Card -B1 Date
Date FRPAING (Plans) OK except #'s
W. SXs, Proper Material & Anchors
Studs -Nailing, Spacing & Bracing—Plates-Sound
451EWaring Walls over Girders & Floor Nailing
D 'ft Stop in Walls (ret proof)
Fir4 Stops; Furred Ceilings -Stairs -Chases -Tub
4 . eader & Beam -Size & Bearing
Date FRAMING (Continued)
14. H gers-Post Caps -Anchors -Connectors
45-Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng.
!ace Ties or Type A Flue -Fireplace Throat
Access; Size & Romex Protection -Draft Stop -Ins. Baffles
46'T3df Windows or Exiting Doors -Sill Hgt. & Dimensions
dD,-,.�raraige Fire Protection Framing
§P-15igperty Line Firewall & Openings
�t�Doors-One T -Check Garage -3rd story, 2 exits
&2�'Sta' s; Width -Headroom -Rise -Run -Landing -Fire Protection
Jiood on Roof Overhang -Attic Vents -Rafter Outriggers
Siding -Nailing Veneer
�3 St�co Mesh -Drip Screed -Fd. Vents-Underflr. Access
lazing Area -Glass Protection -Skylights -Plastic
57. Shear Walls; Nailing -Bolt
58.Insulation-Walls-Clg.
59. Infiltration-Walls-Wndws
Card -B1 Dat � and -81 Date
Carte Date r Card -B1 Date
Date FIN s) OK except #'s
/01-2,eV6gteps!Roor & Sidelight Protection -Landings
gog-e-re-tector
Furn ce; Vents -Clearance -Comb. Air -Connector -
In a e; Above Floor-Ducts-Mech. Protection
room Exiting
4. I. & Bath Fixtures & Tub Access -Spa
ArEl,e6. Trim & Subpanel; Breaker Sizes -Labels
Stairs & Rails
168. . Outlets at Wood Panel; Int. & Ext.
tl . Ki ixt. & Appliance; Grnd. -Air Gap -Cooking Clearance
. Eled. Outlets & Receptacles at Kit. Counter
d'Y ge Fire Door; Swing -Land -Closer
A.0 Duct in Garage -Damper
tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.-
IP-15arage; Above Floor-Mech. Protection
94.'�Elec. & Mech. Equip. Listed for Location
Jec'Receptacles in Garage; (G.F.I.)-Romex Protec.
Inpsutetion-Foam-Looked in Attic ❑ Yes
W%awd Rails & Deck Construction -Post Caps
dn. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
79. Following instld.; Drive ❑ Yes o; Walks ❑ Yes
Planters ❑ Yes ❑ No
St o; Brown -Finish
ek'A_C-.- Unit; Disconnect, Electrical, Plumbing
*,,"Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to
Well; Disconnect, Electrical, Plumbing
)r Elec. Trim; G.F.I. Receptacle-Undergrow
ition throughout House
Protection
;tions from Previous Inpections
ast-Meters Tagged; Gas -Electric
& Sewer Connected -C/O to Grade -HD Ap;
✓ Compliance Certificate -Other Certificates
(NOTE: An entry must be made each time you visit job site)
Card -B
Dat and -B1 Date
Card - 1
Date - Card -B1 Date
Card -131
Date Card -B1 Date
Comment
at Final:
(NOTE: An entry must be made each time you visit job site)
����• "������y, +�t.�'=,i. � •"l.•�.viwr� �a e�M°� "N^Y.N� �: Y'3�': . t,�tf , � �... r.�•-:Y�.���.'7
COUNTY OF BUTTE
w DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751.
7 County Center Drive, Orovi Ile — Phone: 538-7541
747 Elliott Road, Paradise— Phone: 872-63.07 i
CORRECTION NOTICE
OWNER PERMIT NO.
A routine inspection indicates that the following violations of County. Ordinance
exist at the above address and should be corrected. Please notify this office .
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
1
Inspector Date
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Orovi Ile — Phone: 538-7541
747 Elliott Road, Paradise— Phone: 872.-6307
CORRECTION NOTICE
M
c W- �
PERMIT NO.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when corregtlon of work is completed. If you have any question pertaining to this
matter; or need additional explanation, please contact this office Immediately.
Inspector- Date
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Orovi Ile — Phone: 538-7541
747 Elliott Road, Paradise— Phone: 872-6307
CORRECTION NOTICE
/ l .
OWNER PERMIT NO.
A routine Inspection Indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additionalexplanation, please contact this office Immediately.
..•� ry t
i..
Inspector wy� / Date Z1 _e l � �
,Owner; Paul Tyler
r
Permit No.
ENERGY CERTIFICATION
615j ilckg2rt0
+ N�
Material
Thickness(inches)
EXTERIOR WALL.
Material PihPrglacc
Thickness(inches) F,"
CEILING
02$0%%VT%0N OF INIUt.AT10"
Brand Name
Thermal Resistance (R Valye)
Brand Name rartnintpad
Thennal Resistance(R Value) R-141..—
Batt or Blanket Type Fiberglass Brand Name Certainteed
Thickness(inches) 16" Thermal'Resistance(R Value) u -4g
Loose Fill Type Insulsafe III Brand Name CPrtqintPPd
Minimum Thicknesi(Inches) 15" Number of Bags Wt. per bag lb.
Area covered(ft. ) Thermal Resistance(R Value) u -L7
FLOOR, ELEVATED
Material
Thickness(inches)
FLOOR, SLAB
Material
Thickness(inches)
Width(inches)
FOUNDATION WALL
Material
Thickness(inches)
Brand Name
Thermal Resistance(R Value)
Brand Name
Thermal Resistance(R Value)_.,�_
Brand Name
Thermal
Resistance(R Value)
I hereby certify that the above insula tion'was installed in the above building
in conformance with the State of California Energy Requirements.
Shasta Tnsnlatinn 511MIS
FIRM LAME/OWNER STATE CONTRACTOR'S LI(CCE1/NSE NO.'
6� AC% CA
`SI TURE OF INSTALLATION APP OR ^—�—DATE
I hereby certify the above insulation at. -id all required items as shown on tae
Building Department approved plans and attachments have been installed as
required by the State of California Energy Requirements.
All equipment, devices and materials ase of the quality prescribed or are
specifically approved by the State of California.
PAUL TYLE(1 Cj%&jsTRJcrjoM
F=j NAME/OWNER (Please print)
SIGNATURE 0 0ENERAL CONTRACTOR OWNER
4tgu
STATE CONTRACTOR'S LICENSE NO.
6 3o -&g
DATE,
THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL
INSPECTION APPROVAL AND A COPY SHALL Bir, POSTED WITHIN THE BUILDING.
January 1.984
J,
0
•
•
alai•®
W1 WL _410�.
Z/iazd�aPe S�eua�a
Safety &Lian�'bmlmty
400. Lb. Test'
-- -Safety-Back Mirror
CAT. 1.1
For walk-in closets and walk-through
or passage areas with mirror, the Con-
sumer Products Safety Council calls for
either. -tempered mirror or mirrors with
the 400 Ib. test backing.
?VaU&e&-5#xM&e4-is now purchasing
400
lb. test safety back mirror for all it's
mirror doors. In terms of liability, we feel
this is the safest and most, practical
mirror•door.
16CFR 1201
CAT. 11 400 LB.
_IMJ_P-AA_CT TESTy
WCZZ�R� ai�a'GLUKKGQ
Our mirrors have been
tested and comply with the
impact and boil test of
the Ansi Z-97.1 -
1972 & 1975
specifications for
laminated glass/
S
CERYOF
1.
FEB 9 WT
TE 0.
5
Z? irC O_
v �
W �
CONFORMA.NCE
/HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES
that the products identified below and on attached sheets Nos. are marked
with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION .(AITC)
and were manufactured in conformance with applicable provisions of American National Standard
ANSI/AITC A190.1-1983, Structural Glued Laminated limber, and that such 'manufacture ,has
been at our plant in SPR I NGF I FI O', OREGON ,.which plant has a quality -`control system
approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
and inspected periodically by such Bureau.
The manufacture of these members complies with the manufacturing and fabricating provisions of
Chapter 25 of the Uniform Building Code.
JOB NAME: PALMER G. LEWIS C -O., INC.
JOB LOCATION: SACRAMENTO, CA
CUSTOMER'S ORDER NO. 301-12227 DATE -2/2/88 MFGR'S ORDER NO. 2128—C
PROOF LOADED END JOINTS
TITLE QUALITY CONTROL ADDRESSSO 22ND ST_DATE
2/5/88
AITC HEREBY CERTIFIES that the said company at its said plant, is licensed by the
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Markin respect
of products which comply with applicable provisions of said Standard, that the adequacy of the quality
control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of
the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment-of--AITC,
said company is capable of complying, with applicable manufacturing and testing provisions of -said
Standard in respect of products manufactured at said plant. Conformance with the Standard in respect
of any specific or particular product is the sole responsibility of the manufacturer; AITC's'guarantee
hereunder being that the said company is qualified to .prbdube a product meeting the said Standard
and that its plant is periodically inspected and verified by the AITC Inspection Bureau.
AITC FORM IBCA
AITC Certificate No. 39459 A
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
0 1983 AMERICAN INSTITUTE OF TIMER CONSTRUCTION
►`l
QPPEAi ACKNOWLEDGEMENT
ROSPORO GLU-LANs PrRZODUCTS
JOB #: 21Q@S C
P.O. E{OX 20 ..(50:3)
746-8412
' SPRINGFIELD.
FEB
Dia 57477.
8 REC'Q
Customer
PALMER G. LEWIS COMPANY INC
Shin
To
P.O. PDX 28547
SACRAMENTO
CA 55888
Order Date
:::/08/83 'Rea Shio Date
::/03/83
Revision
Date
0/00/00
Cust P.
0. Cust Job #
Rev i :B i on
NUm.
Ship Via
TRUCK Route
Fre inmt
C,nas BY OTHERS
Terris 5%
10 'DAYS, NET 30
Comb SymooI :, AS NOTED
Inspectiori.AITC
Inspect.icin Paid by ROSPORO
y
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'
APPEARANCE
PROT SPC
ST BEM
PROFIL I
)MARK ; STY
WIDTH DEPTH FEET IN FRACT RADIUS
GRADE MODIFY
-ECT FIN C;EE
GR COQ. SECT
L R
S-312 4
83-1/8 1 12 68 $2. 2808
Arch,
I S D
. V4 246rF A I
W S
S-518 4
85-1/8 X 18-1/2 68 82 2808
Arch.
I S T
V4 24M A l
W S
S-512 5
85-1/8 11 12 68 82 2888
Arch..
I S D
V4 2488F A I
W S
S-513 4
85-1/8 X-13-112 68 82 2888
Arch.
I 'S D
V4 2488E A l
W S
S-515 4
85-1/8 1 15 68 82 2888
Arch.
I S D
V4 248V A •1
W S
S-51514 4
85-1/8 X 15 `o M 2888
Arch.
I S D
V4 24W A l
W S
S-516 4
85-118 1 16-1/2 68 82 2MB
Arch.
I S D
V4 2488E A l
W S
S -516N 4
85-1/8 X 16-i/2 56 88 2m
Arca.
I S. D
V4 240r- A l
W S
S-518 4
85-1/8 X I8 6882 2888
Arch.
I S D
V4 2480 A l
W S
S -518N 4
85-1/8 X 18 58 88 28m,
Arch.
I S D
V4 24MF A l
W S
S-612 2
66-3/4 X 12 68 82 2m
Arch.
I S D
V4. 249F A I
W S
S-615 2.
86-3/4 X 15 68 82 . 2m
Arch.
I S D
V4 2488F A 1
.W S t
S-61ON 1
86-3/4 X 18L 58 88 2M0
Arch.
I S D
V4 24W A I
W S
1
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r
FINISH CODES
- APPEARANCE MODIFIER CODES - = -
PROFILES
PROTECTION.
TOTAL FOOTAGE
25825
EE -End Seal
8 -None 74ounh Saw 3 S
W -Wild
L -Load Wrao
{
S -Sealer
1-Hit/miss 8 -Routh Saw 4 S
S -Square•
I=Individual
TOTAL WEIGHT
46549
X -Surf Sealer 2 -Fill All Voids -
F -Fabricate,
B -Bundle
If
O=Other
3 -Surf 3 Sides A -Sanded Purl in
/Drw Rea
C -Crate
N-None
4-Surf 4 Sides BArch Colwm
P -Plumb
N -None
5 -Other C -Cross Arms
0 -Other-
;
6 -Eased Edges
COUNTY OF BUT - DEPPjRTMENT OF PUBLIC WORKS ERMIT N0.
7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541
APPLICATION AND PERMIT
ASSESSOR P RCEL NUM ER -
_ U _ 0
ZONING
BUILDING PERMIT
OWNER
TELE HONE
SO. FT. OCC. BUILDING VALUATION
OWNER'5MAILING ADDR 55
CONTRACT 'SNA
TELEPHONE
CONTRACTOR'S MAIL`TNG DRESS
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation I $
Filing Fee
$ - 10,00
LENDER'S MAILING ADDRESS-
Permit Fee
$ 7
ARCHITECT OR ENGINEE
LICENSE NO.
Plan Checking Fee
$ ::He�
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING ADDRESS
Permit fee
$ Q
PLUMBING PERMIT
Filing Fee 10.00
Each Trap
2.00 Q
Solar or heat pump water heater
20,00
LOT f•}O.
SUBDIVISION NAME
Yr
P�R EL A�
Water piping
5.00 �-
Each qas water heater or vent
5.00
USE OF STRUCTURE
SF 92 Duplex❑ Mobilehome❑ Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer
5.00 `
Mobile Home S I G W
0.00ea
TYPE OF WORK
New Addition❑ Remodel EJ Utilities[] Installation❑ Other[]
Describe work:
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
Main service 100V OR LESS
100 AMP OR LESS
10.00
Main service EA. ADD'L 100 AMP
2.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury )
p y p l y (check one):
I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
QLzo
License No. /rlul' Classification
El 1, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044).
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
NEW CONST. ( DWELLING OCCUP
OR ADDNS. ACC, BLOGS. , �Z¢Sgft
NEW CONSTR. MULTI -OUTLET
NON.RESID .BRA CH IRC ITS 2.50ea
APPARTUS e
POWER A
(SINGLE OUTLET CIR.
a soe
Ex. Occup(OUTLETS OR FIXTURES DAL030
FIXED APLNS
Ex. OCCup. OUTLETS PRESID IKEA.) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. Wiring 15.00
g
Permit Fee $
Contractor
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate_
of Consent to Self -Insure.
❑ I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement,should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
MECHANICAL PERMIT
Filing Fee 10.00
Heating
U
Cooling
(f
Hood
3.00 on
Ventilation
J ,
Permit Fee
$ S
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County of
Butte to enter upon the above-mentioned property for inspection purposes.
also agree to save, i emnify and keep harmless the County of Butte against
all li • itieb judl opts, costs, and expenses which may in any way accrue
again s id u t i onse uence of the granting of this permit.
��
XDate z���
Signature of Applica - Owner ❑ Contractor F1eA4ent ❑
An OSHA permit is quired for excavations over S't1" deep and defgolit, or construct-
ion of structures over 3 stories in height. is
Mobile Home Installation Fee $
Energy Inspection Fee $
TOTAL PERMIT FEE $' Q
occup.1
R!?l/
CON3T.T PE
SCHOOL
PLOOD
PARC
I P
NO
ISSUE
1�
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIRECTOR F PUBLIC
BReceipt
PE EXPWHITE-D.P.W.. IRES Date
the applicable provi-
resolutions to do
tees have been paid.
WORKS
Date - �17
No. 10 v3,_
YELLOW-AS8F350R. PIN TOR, GOLDE OD N c
PAP
COUNTY OF BUTTE - DEPA TMENT,OF PUBLIC WORKS - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLEs- ALIP NIA -65965 - TELEPHONE: 916/538-7541
PERMIT APPLICATION DATA SHEET
Irv, Permit No. V
OWNER ��` A. P. No. 2 - G
Proposed Building Use �Building Inspector �.Date
At time of permit application, I was advised the following data must be submitted prior to permit processing
and/or Issuance: DATE RECEIVED APPROVED
1. All items have been submitted. . . . . . . . . . . .
2. Plot plans in duplicate/triplicate, signed by preparer of plans. .
3. Complete plans in duplicate/triplicate, signed by preparer of plans.
4. Complete engineered plans and calcs, with wet signature on plans.
5. Plans with Energy Design Compliance Statement. . . . . .
6. School District "Fees Paid" Stamp on Floor Plan.
Statement of Intent for Non- eated and AC Buildings. .
�9. Letter of signature authorizati
0. Sanitation approval from -- ealth •Dept. . .
11. Planning approval for (A) Use: (B) Parking: .
12. Certificate of Workmen's Compensation Insurance. . . . . .
13. Contractor's License Information (no., name style, classif.)
_14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ )
_.—...._15. Improvements may be required. . . . . . . . . . . .
16 Mobilehome Installation Data
• 6• Pre-Inspec.request to
/17. Pre -Inspection for_-_ .._ _. _ _ _. _. _ Required. Building Inspector
18.
19.
20. Plot plan approval from city of
21 Engineered trusses in duplicate (required prior to plan check
Recorded copy of Agricultural Acknowledgment Statement.
Driveway Permit.
22.
When. you issue the perm. t process as follows: Mai ltto owner; Mail to contractor.
4/ Telephoned ���� d and hold for pickup a60 --office, Deliver w/inspector.
Other _
Applicant
(Date)
Date 1-2-4— @A
:Copy of plans sent Health Dept.; Fire Dept., O'ther Date
The following data must be submitted prior to per
1. Index permit for above items No.
2. Additional items required:
issuance: (Circle new item not checked above).
Contractor, designer, owner, was advised of above required data by_phone__�_nail—counter by date
Contractor, de gner, ow r, was advised c' above required data by—phone —ma il—counter by date
Plans checked by' Date Z' �G –Od Plans approved by /. -J • Date .2-Z
^yi4
Sets of plans on hold in File cabinet AP folder
p
Copy–DPW
TO: Building Department +
FROM: Encroachment Permit Section
RE: 'Diiveway 'Clearance
owner location AP
Driveway permit
' y p p�� EjQ % y —�- has been issued for the above property. ,
/nub
sign ure date
Telephone _
f y 533-2000
North Burbank Public Utility' District
1960 Erin Street :
OROVILLE, CALIFORNIA 95965
DISTRICT APPROVAL AND
VERIFICATION OF INSPECTION 6-88 ,
BU.I LDI NG SEWERS
This verification form must be submitted to the Butte County Department of
Public Works Building Department prior to issuance of a building or occupancy .`
permit, iwhichever is applicable. '
Prior to final approval by ButtelCounty of a Building or an Occupancy Permit, a
copy of this verification form, `signed off by North &Burbank Public Utility District,
must be'submitted to Butte County.
'.Applicant: ARTHUR W.. MC GOWN (P:aul Tyler)
Applicant Address: 520 Silverl.eaf Drive, Or.oville
Applicant Phone No.: 589.-2578 589-1330
Property. Location(s): 6157 Beckwourth Way, Oroville
Kelly Ridge °Estates Unit'6, Lot 6
A. P.'NO. (s): 69-03-04 .
Fees Paid: ALL FEES PATn
Application for service approved:
North Burbank
January 25 1988 Public Utility District
Inspection (s) made and .successful' tests) observed:
Location: Date:
.By:',
North Burbank Public Utility District release toclose'permit: 7.
Date: i .,BY�
Return to DPW AGRICULTURAL STATEMENT Ole' ACKNOWLEDGEM IUR%OORDED S.UTTC 000NTY�
FOR RESIDEWIAL A)EVELOPMENT FICIAL; CORDS BY '
Section 26-8.1 of the Butte County Code requires this acknowledgement _
be recorded prior to issuance of a building permit. �8.., 231 8AX
P 2- ;01`
The property described herein is adjacent to land or included-` CAtdDAGr J G_UBBS
within an area zoned for agricultural purposes, and residents of this
property may, be subject to inconveniences or discomfort arising froacMK�
f� FORM
RESIDENTIAL ENERGY.PLAN.CHECK/INSPECTION SUMMARY
Owner w Climate Zone Permit No. Z41f
Floor Area)
Compliance path: Package '❑ A ❑ B ❑ C ❑ Point System ❑ Budget ❑ Other, /J�
MIN R -VALUE DESCRIPTION
REQ'D
INSTALLED ITEMS (1) INSULATION:
j,� Roof/Ceiling --=/�—
L$( Wa 1 I
(] Slab Floor Perimeter
❑ Raised Floor `
(2) INFILTRATION:
❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16.
(� (B) All manufactured windows and sliding glass doors shall meet .the
1972 ANSI Air Infiltration Standards and shall be certified and
labeled.
(� (C) All swinging doors and windows leading to unconditioned areas
shall be fully weatherstripped.
Tight - the above standard features plus:'
❑
(D)
Continuous infiltration
barrier,
❑
(E)
Electrical outlet plate
gasket
❑
(F)
Air-to-air heat exchanger.
(3) GLAZING:
(A)
Location
Area Glazing
%Floor Area
Single Double
Triple
[�
Total Bldg �'//!5$
/b• 7
_
®
North S S'
/ •_
�l
East Z4-
O,$
y_
($f,
South 3O
/,0—
l—
West Z•S
/3•Z
JC
Skylights Q
O
(B)
Shading
Shading
Coefficient Description
re
East
DUAL
6LAZIU6 .
[�
South
to
West
�`
4
Skylights
•��
'
(C)
South Overhang
,
Length of projection
Z ft. Description E+4 LE
❑
(D)
Moveable insulation: Area ft
Description
(E)
Thermal mass
Type CBNtRE[E SLAB .
Area . IS
Ft. 2 HC=
R=1
MC= %t3 Location ENTME
14lyL�R
!/EL-
❑
Type
- Area
Ft.z HC=
R= '
MC= Location
❑
Type
- Area
Ft.T HC=
R=
MC= Location
❑
Type
- Area
Ft.2 HC=
R=
MC= Location
❑
Type
- Area
Ft.2 HC=
R=
MC= Location
❑
Type i
- Area
Ft. HC=
R=
MC= Location
7/83
❑9
(4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight
fitting closeable metal or glass doors covering the entire opening
of the firebox; a combusion air intake equipped with a readily
accessible, openable- and.tight fitting damper to draw air from the
outside of the building; and a tight fitting flue damper with a '
readily accessible,control..
*1(5) HEATING VtNTILATING AIR CONDITIONING SYSTEM
(A) 'Heating `
Central Gas Furnace
(brand and model number)
Btu/hr
(heating capacity)..
Heat Pump —
(brand and model number)
Btu/hr
(heating -capacity at 47°F)
Active Solar
type (liquid or air) Collector brand.and
ft2
model number solar fraction collector area collector
orientation collector tilt rated y -intercept
SE
ACOP
F
rated slope
❑
Other
(describe)
*1
(B)
Cooling
❑
Electric Air Conditioner
(brand and model number)- (seasonal EER)
Btu/hr
(cooling capacity at 95°F)
Electric Heat Pump
EER
Btu/hr
(cooling c city at 95°F)`
EAWS'
other CASASLANCM iYP£_ -
' (describe)
(C)
A TWO-STAGE THERMOSTAT, which controls the supplementary heat on
its second stage, shall be,required for heat pumps..
❑
(D)
AN AUTOMATIC SETBACK shall be provided for all thermostats, except.
those controlling heat pumps.
❑
(E)
AN INTERMITTENT IGNITION DEVICE shall be provided 'for .all gas-fired
fan type central furnaces, gas-fired fan type wall furnaces and
gas cooking appliances.
(F)
BACKDRAFT DAMPERS shall be provided for all fan systems exhausting
air to the outside.
(G)
DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and
fitting joints shall be sealed with pressure sensitive tape or
mastic.to prevent air loss and shall be insulated to conform to
the provisions of Section,1005 of the UMC, 1976 Edition.
7/83
2
f
s
r T
`.
FORA'
(6) DOMESTIC WATER SYSTEM.
' ❑
(A) Gas Only Gallons,
(brand and model number) (tank size) ,
Heat Pump w/Electric Backup•
(brand and model number)
Gallons
(tank size)
❑ *2
Active Solar '
(collector brand and model number)
(rated y -intercept) (rated slope) (solar fraction)
ft2
(backup,heater type, brand and model number) (collector area)
(collector orientation) (collector tilt)
❑
Location of Solar Panels
❑
Other
.(Describe)
•(B) TANK INSULATION. Storage type water heaters and storage.and
backup tanks for solar systems shall be externally wrapped .with
R-12 insulation or greater.
(C) PIPE INSULATION. The five feet of pipe closest to the water
heater and outside conditioned space shall be insulated with a
minimum of R-3.' Steam and steam conditioned space shall be
insulated with a minimum of R-3. Steam and steam condensation
return piping and recirculating hot water piping outside the
building envelope shall be insulated in accordance with
T20 -1408(d).
(D) FLOW RESTRICTORS shall be provided for showerheads and faucets
as outlined in the hew appliance efficiency standards and shall
be certified top,the Energy Commission.
(7) LIGHTING
l(A)
Lamps used in luminaries for general lighting in kitchens -and
bathrooms shall have an efficacy of,not less than 25 lumens per
watt (usually florescent).
*1. Submit documentation of sizing heating and cooling equipment by Manual J, -'sizing
charts (form #4) or other approved methods, section 2-5352(g), and fill out the
following:
Heating: Winter design temperature 30 °,, elevation% 600 ', heating load4WO3 BTU
elevation factor t.0 x heating load = maximum outlet capacity gas furnace
?j BTU
Cooling: Summer design temperature �L°, cooling load BTU
(USE ONLY AS A SIZING GUIDE, COOLING MAY BE INADEQUATE)
* Submit T.I.P.S.E. chart or other approved system .(form �k5) to document sizing of
solar panels.
® .DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of
Title 24, Part 2, Chapter 2-53 of the Californ a Administration Code.
7/83
S
3
SIGNER OR APPLICAI
5,
I
1
• I
I-
' • V
t ( �
RESIDENTIAL PIAN .CHECKING GUIDE_ 7/85
(S.F., DUPLEX &'MISC. ONLY) p
Bldg.'Permit # p
OWNER A.P. #
GENERAL
I V Zoning requirements: �(sideyards and number of permitted living units).
2. V uation. `
lans signed by designer.
Energy Design and Compliance.
st ng violations on property.
PLOT PLAN
l.P,<Omplete parcel size and dimensions., y
2. etbacks, sideyards, easements 'etc'. 311
3buildings or structures.
4 fills, drainage.
5 Flood hazard.
6,--IlLpecial conditions on creation map or compliance' document`s
FLOOR PLAN w ' "�.:.: . ,.s• .•;,� ;ti., ��
1 �jmplete to scale plan with dimensions. -
2 l� quired windows for light and ventilation (Sec. 1205).
3 Required windows for second exit (Sec..•1204). '
l rt -s' (Chapter 34 & Sec 52Q7) . * ;,
5 Human impact glass (Sec: -5406),.-.'
6&000'Re uired room sizes, ceiling heights �(Sec.�1207). '
7. &G.P'.C.I.'s in baths, garage and exterior outlets (Article 210-8)'\4
8., 1. fixtures, switches, receptacles, and exterior receptacles for maintenance of.
%echanical equipment.
9��e.c cations of water heater, heating and cooling equipment, other electrical or gas
9
ipment, and plumbing fixtures.
100arage firewall, door size, and closer (Sec. 503(d)(3))-
11. 1 3'0" exterior exit door (Sec. 3304(e)).
1 0o stove location. _
1311 Smoke detectors (Sec. 1210). -'
STRUCTURAL DETAILS �' '• ,
Foundation plan complete enough•:to construct building."
2b loor construction details complete enough:to,,construct buil
dations and wall construction details' c`omp'lete enough 'to construct- building. 1
Soioof construction details complete enough to construct building•
ruction details and calcs if necessary.
Suffi_cient data and details to satisfy energy requirements (State Law) (Form 1).
MISCELLANEOUS ITEMS TO LOOK OUT FOR
1� Exposure I plywood on exposed locations -and -overhangs.
2.!- tairway details: landings, rise and run, head clearance, handrails (Sec. 3306)•
3 Guardrail details (Sec. 1711 & 3306(j))•
c.c or stone veneer (Chapter 30).
5. ,rior plaster - weep screeds (Sec. 4706).
6 ro roof pitch for roof covering (Chapter 32).
7 'after ties or bearing ridge beam.
RESIDENTIAL PIAN CHECKING GUIDE (CONT'D)
MISC LLANEOUS ITEMS -TO LOOK OUT FOR (CONT'D) _
Garage door or porch header sizes.&P •*�
Adequate bracing.
iving area over garage - complete 1 -hour separation required on garage side
inclu n upporting walls and posts, etc.
o exits on three-story dwellings (Sec. 3303 & see Mezannines'1716).
12. Attic access and ventilation (Sec. 3205).
lr. uncerfLoor access and ventilation (Sec. 2516).
1 s oyes, clearances, alcoves & 1 -hour shafts.
1 Combustion air for fuel burning appliances.
16.. Noise requirements on duplexes.
1 e1-e—soils - special foundation design.
18 g walls requiring design.
19. ape, 1 . or s lit level house requiring lateral design.
,7/'85 -
:able 3-:3. In!•ltration Control
Fer.t:res Points
r
Coct:ol Features I Points I
' I I
I. Sta:ldatd I 0 I
' I I
^.9 sir changes per hr I I
I I I
I Tight j +12. I
! I I
10.6 air changes per hr I I
i I I
TuDle 3-15. Cas Furnace I:lthouc
Rerr!aeratlon Cca!_nq Points
i Seasonal Efftcitncy I Points I
I (SE), > I I
I I I
! 71 -76 1 0 1
I 77 - 82 I +2 I
I 83 - 38 I +4 j
I 89 - 94 ! +6 I
I 95 up I +8 I
I I I
Table-lL. Peat Pa_o Points
r
1 Energy Efficiency I Ports I
I Ratio (EER) !
I 7.5 - 7.9 i +3 I
I S.0 - 8.3 I +6-
3.4
6 8.4 - 8.7 I +9 I
I 8.8 - 9.1� -,j,� +12• I
1
9.2' 9.6 I +13 1
I 9!7 - I0,2" ` I +18 I
1 10.3 - 30.8, I +21• I
I 10.9 - 11.5 I +24 I
! 1.5 - 12.3 I +27, I
I 12.4 - 13.2 1 +30 I
' I I
Table 3-17. Cas Furnace With
Refriveration Coeline Points
!3eft'leeracionl Cas Furnace I
Cooling I SE ' I
I171-17 7- i o3- 1 59-75-5--T
I 1 761 8:1 891 941 aro I
i
! 6.0 - 8.3 I 01 +:I +41 +61 +8 1
1 8.4 - 8.7 1 +21 +-4! +51 +31+10 1
! 8.8 - 5.2 1 +41 +;1 +s1+101+12 1
I 9.1 - 9.7 I +<.I +°1+101`121+14 I
9.8 - 10.3 I +.I a ;1+121+141+16 1
i
11:.4 - 10.9 I+ilii+l2i•1:I+15i+!9 I
i !!.0 - 11.5 I+l 21+i=1+151+151+20 I
I ! I I I
7i 7i 83
'ASLE 3-14 (ADAPTED)
MASS D'+ELL
t A-REA I 1,000 1.500
SM. FT. ,A-8 -C 0 A 8 C
in
157
200
Z53
100
353
400
503
60
770
230
L03
1.000
1,;00
1,200
1.ICO
1,00
I.ico
2,000
2,500
3, cr0
3,500
1,000
4,500
_ 5,eo3
2
2
2
t
2
2
2
0
4
4
4
2
2
2
2
2
6
6
6
4
4
4
4
2
8
8
6
4
6
6
4
2
10
10
8
6
I 6
6
6
4
12
12
10
6'
8
8
6
4
14
14
12
8
10
10
8
6
14
14
12
8
10
10
8
6
18
i8
16
10
1
12
10
6
22
20
18
12 1
14 4
12
8
24
24
20
14
98
16
18
10
26
24
22
16
120
16
16
10.
28
28
74
16
IZ2
20
18
12
30
30
25
18
4
20
'20
14
32
32
28
122
ZO
24
24
22
14
3432
10
30
22 '26
1
26
22
16
37
34
32
22
28
26
24
16
34
34
32
24
28
28
26
18
36
34
34
24
30
30
26
18
12
3
10
I34
10
34
32
22
IOHE it
INTERIOR THERMAL MASS POIRTS
L'AOE FOOT _
2,000 2.500 3,OJa I 3,S00 4,000 I 4,51.0 ----------S,000
'0
6 C IIA B C 0 A B C D I A 8 C A 8 C O I A -SC D B C
2-
Z
2
o
I11 0
0
0
0.
0
-0:- 0 'o
I o
a
0,
0
2
2
2
2
1 2
2
2
0
2
2-
2 .,0
2
1
0
0
2
2
2
2
2
2
2
2
2
2
2 1
2
2
2
2
4
4•
4
2
4
4
2
2
2
2
2 `= 2,
2
2
2
2
6
6
4
2
4
4
4
2
4
4
2 2
2
2
2
2
6
6
6
4
6
6
4
2
4
4
4 2
4
4
Z
2
6
6
6
4
6
6
6
2
6
4
4-2
4
4,.
4,
2
8
8
6
4
6
6
4
4
6-6
A
4 2
4
:
�4
2
10
10
8
6
1
8
6
4
6
6
6 4
6
6
6
2
12
I2
10
6
10
10
8
6
8
8-
6 4
8
6
'6
4
14
14
12
3
10
10
10
6
10
.10
8 6
I 8
8
6
4
14
14
12
8
12
10
10
6
10
10
8 E
10
A
B
S
16
15
14
10
14
14
12
8
12
12
10 6
110
10
3
6
18
18
16
10
14
14
12
8
12
12
10 -•6
12
10
10
6
20
20
18
10
16
16
14
8
14
14
12,r-8
12
12
10
6
22
20
18
12
18
18
14
10
16 26
14
12 '8
14
12
12
8
22
22
20
12
18
13
16
1
.
14.
14 9
14
T2
12
6
24
24
20
14
20
20
18
12
18
16
14 10
14
14
12
8
24
24
22
14 122
#33
20
18
12
18
18
16'10
1 16
16'
14
8
30
30
26
18
26
26
22
16
22
22
20 14
20
18
12
34
34
30
22 130
30
26
18
26
26
24 16
120
24
24
22.
14
34
32
30
22
30
30
2618
28
Z6
24
16
32
32
30 20
30
30
26
la l
32
32
30
20
A) 1.
3's• Concrete Slab: HC=a.93; P..•.29; Factor=7.3
o 0
2.
3 3/4• Thick Common Brick: IIC-7.125; R=.13: Factor•7.3
`
3) 1.
S's' Concrete Slab: HC•14.106: R•.458: Factor•).)
r
C 1.
8" Solid F111ed Block: HC -2G.63; R-1.93; Factor -6.1
Wood st(
2.
8• Solid Filled Block With Both Sides Exposed To Conditioned Air,
casablar
o
NOTE: Use all square footage directly exposed to conditioned air
1
a
for ThermalMass Area: MMC=10.164; R-.96:: Factor -6.1
o f
D) 1'
Thick Concrete/Tile: ML -2.5S; R=.083; Factor, -3.7
.
Table 3-19. Zonally Controlled
Electric Reslstance
Space. Heating Points
+ +
I Points .for thisneasurc v!11 1 -able 3-20. Solar Hazer Heatina With Cas Bscku Paints
I be comot_eted after the .:EC I
I has approved an A.lcernaclve I
Component Package for Resistance '1
1 Beat.
Table 3-13. Active Solar Space
Feating with Cas Points
I
Net Solar Fraccion I Points. I
I (.NSF), r I
I I I
I 0-6 I 0
I 7-14 I +2 I
I 15 - 23 j +4 j
I 24 - 0 I +6 I
I 31 - 39 j +8 I
I 40-47 1 ; +10 I
I 48 - 55 I +12 I
I 56 - 63 I +14 I
I 64 - 71 i +18 I
72 up i +20
1. 0' -0
0
o 0
C
0
0'
0
3
r
0 1
t'
I
I
t
z
o
o
f o
a
o
o f
2
2
2
0 Z
?
2
012
+14
2
Z
r;
2
2
2
2 2
f
22
+14
1
+l9
7
!
2
2
2
2I 2
2
2
2I
2
0
2:`
+3
2
2
2
71 2
2
2
ti
2
2
2
2 �
4
4
2
2 I 4
4
2
7'
2
2
2
2
4
4
4
2 I 4
4
2
2 I
:
4
1
2
6
5
4
11 4
<
4
2 i
4
a
4
i
6
6
6
4I 6
5
4
2f6
+5
6
4
2.
8
6.
6
4 1 h
A
5
41 6
6
R
?
0
6
6
4 I 8
6
6
C I 6
5
6
3
B
8
e 8
8
S
4!
8
6
c
10
10
10
to
10
6 1 1 3
1 0
9
( 1 ! •3
a
I'
,
•12
12
10
6 10
10
8
6 In
In
8
6 i
12
12
10
6 1 12
10
10
6 i 10
10
t.
4
14
14
12
8 12
12
;0
t. 10
10
1;
14
14
12
L' �.17
1:
10
18
18
16
10, 16
16
is
L� 14
14
1'
22
22
i3
:Z i 20
2G
24
2422
14 22
(
22
20
14 :.
:3
,':
I2 i
28
28
24
16 26
_
14
22
14 1 ._
24
,o •
1.1
30
30
16
i
10.! 29 f28
24
1 5
2•i
2:
if-�
32
32
28
ZO 30 `30
26
1.t :+i
,.
- =
32
17
.+
20 j 13
T6
1 -
ve
#33
poinfs'(no
back
up)
.ca
fan
+
1 point
Multlfaoil (per unitpoints)
?icor Area
Net Solar'Fraction (NSF), Z
per unit,
Hearing Pts.
ft2.
I System Type
1
I Points
1
I
I
TI
I Cas Only
I
0.9
10-19
20-29
30-39
40-49
50-59
60-69
70-79
600-799
0
+3
+7
+ln
+14
+17
+21
+:4
800-999
0
+3
+5
+8
+11
+14
+16
+l9
1,000-1,499
0
42
+4
+6
+8
+10
+12
+14
1,500-1,999
0
+1
+3
+4
+6
+7
+8
+1+)
2 CI;O and u
0
*l
+2
+4
+5
+6
+7
+9
All otters (pe- build r.;, points)
eu0-899
0
+5
+IU
+14
+19
+2'
X29 r +34
900-999
0
+4
+9
+13
+17
+cl
+26 ' +1,,
1,0C.0-•1,199 I
0
+4
+7
+11
+15
449
+26
1,20f,i,499
0
+3
+6
+9
+12
+IS I
+21
1,500-1,999
0
+2
+5
+7
+9
+IZ
+Ic
I..
2,U+i0-:,9:9
0
42
+3
+5
+7
+
I
+I1),r!:n
a;.d aro
0
+; l
1
+3
+S I
+5
•.1
r10
+
Table 3-21. Other Water
Table 3-21. Other Water
Hearing Pts.
I System Type
1
I Points
1
I
TI
I Cas Only
I
I Heat P,,op i
I
0
i
I
I Solar with Electric
Re+iscante Backup
Meering tie Require- 1
Ij
I menti is Part 2 I
1
0
I
I Eleccrtc Resistance I
1
I
I :.
-40
r
ZONE1
OWNER M e ?0-w]J_
PERMIT NO. -- e
1. SLAB - INSULATION
2. POISED FLOOR - R-19
3. CEILING - R-30
4. WALL - R-19
5. NORTH GLAZING
6. EAST GLAZING
7. SOUTH GLAZING
3. WEST GLAZING
9. SKYLIGHT
POINTS
ASSIGNED ACTUAL
-5
P 3$� o Z
.i
- 2.4-3.6% -1--8-
- 2.5-3.6% 0.9
9
- 1.6-3.6% )21t
- 2.9-3.6%
- 0-1.3% O
10. SHADING (Exclude Overhang)
EAST
SOUTH
WEST
SKYLIGHT
- .66
- .19-.42
- .13-.36
- .37-.57
11. HORIZONITAL SOUTH OVERHANG 2'
12.
MOVABLE INSULATION - NONE
I 3-4
13.
.INFILTRATION (Standard=0)(Tight=+12)
1 -6 1
14:
THERMAL MASS 13.5' SF
I 13 - 18
15.
GAS FUP-LACE (SE) 71-76%
16.
'.TEAT PLi1P (EER) 7.5-7.9%�
1
17.
DUAL PACK (SE, SEER) 8,0-8.3/71-76%
-1 I -3 I -6 1-
.58-.e2
WOOD STOVE
!�
.83 up
�t Q WATER -THEATER
-4 I -8 1 -16 1 -70
I I I
ATTIC %
,,OTHER Z FA u -S
1 TO
i
'ab1e'3-1. Slab Floor Points
1 Tn=7Ia- I R -Value of insulstion I
I tiva I I
I Derth,
Inches 10-2 1 3-4 ! 5-6 I 7+ I
I 1 I ! I I
Ito -111-5 !-5 I-5 I-5 I
1.12 - 15 1 -5 I -3 1 -2 1 -1 1
! 16 - 19 I -5 I -2 I -1 l 0 I
I' 20 + I -5 I -1 l 0 l +1 I
7/7/83
TO]
POINTS
R -Value of I
Insulation I Points
I below 3
I -12 I
I 3-4
I -8 1
I 5- 7
1 -6 1
I g - 12
I -4, !
I 13 - 18
I T2 I
1 19+
I
I 0 1
I 1
Table 3-3a. Ceiling Insulation
Points
I .1 11.6 13.2 1 6.4 1 3.0
I R -Value of Insulation I
I I
Points I
I
I 19 I
-4 t
1 1.5 13.1
I I
( 6.3 17.9 I
I I I
I 30 I
0 I
I 38 I
+2 I
I 49 I
1
Table 3-4a. Wall Insulation Points
I R -Value of Insulation I Points 1
I I I
I 11 I -7 I
I 19 I 0 I
I 24 I +2 I
30 i +3
Table 3-5. North-Facine Glazing Pts
I I Glazing Type I
I Total I I
I Z of I Sngl, I Dbl, Trpl,
I Floor I U- I U- l U- I
I Azea 10.66 10.42- 10.41 I
11.10 10.65 I down I
o +4 +4 +4
1 0.1- 1.2 I +4 ! +4 I +4 I
I 1.3- 2.3 ( +1 I -+jl +2 I
I 2.4- 3.6 I -2 1 O I +1 I
I 3.7- 4.8 I -4 I -2 I -1 I
I 4.9- 6.1 I -7 I -4 I -3 I
I 6.2- 7.3 I -9 I -6 I -5 I
I 7.4- 8.2 I -12 1 -8 I -7 1
I 8.3- 9.7 I -14 I -10 I -8 I
I 9.8-10.8 I -17 I -12 I -10 I
110.9-12.0 I -19 I -14 I -12 I
112.1-13.2 I -22 1 -16 I -13 1
113.3-14.5 I -24 I -18 I -15 I
114.6-15.3 I -27 1 -20 I -17 I
3-6. east-Facfnq Glazing Pts.
I I Glazing Type I
--I Total I I
I Z of I Sngl, I Dbl, I Trpl,
I Floor I (U - I (U - I (U - I
I Area 1 1.10) 1 0.65).1 0.41)1
1 1lp intsIpoints I dints!
0 I +� ♦4 M
1 up to 1.3 I +3 II +4 I
I 1.4- 2.4 I +1 I +2 I +2 I
I 2.5- 3.6 t -2 I O I 0 1
I 3.7- 4.6 I -5 1 -2 I -1 I
I 4.7- 5.6 I -8 I -4 I -3 I
1 5.7- 6.7 I -10 I -6 I -5 1
( 6.8- 7.7 I -13 1 -8 I -7 1
I 7.8- 8.7 I -15 I -10 I -8 I
I 8.8- 9.7 i -17 I -12 I -10 I
I 9.8-11.2 I -21 I -15 I -13 ;
1 11.3-12.7 ( -25 I -18 ; -15 I
112.8-14.0 I -28 I -21 I -18 1
114.1-15.3 I -32 ( -24 I -20 I
Table 3-7. Sou=h-Fzcinq Gtazine Pts
I 1 Glazing :;pe I
I • Total I I
I Z of I Smgl, Dbl, Tr;
I Floor I ('r - I (u - I (U - i
I Area 1 1-10) 10.65) 1 0.41)1
I I s I dints I ointsl
0 1� in
+3
I up to 1.5 I +2 I ,�_ I +1 I
I 1.6- 3.6 I -1 1 0 1 0 1
1 3.7•- 5.2 1 --4 I -2 I -2 I
I 5.3- 6.5 I -6 I -4 I -3 1
I 6.6- 7.7 I -9 t -6 I -5 1
I 7.8- 8.9 I -:1 I -8 I -7 I
I 9.0-10.0 I -13 I -10 .I -9 I
110.1-11.5 I -_7 I -13 I -11 1
111.6-13.0 I -:1 1 -16 I -14 I
1 13.1-14.5 I -:5 I -19 I -16 I
14.6-16.0 I ---3 I -22 I -19 I
I I I I I
Table 3-8. West -Facing Glazing Pt9.
I 61azing Type I
I Total I I
Z of I Sn;gl, I Dbl, Trpl,
I Floor I (' - I (U - I (U - I
1 Area 1 1.:0) 1 0.65) 1 0.41)1
I Ioir
is I dints I ointsl
o + +6 +6
1 up to 1.3 I -5 I +6 I +6 I
1 1.4- 2.2 ( -3 I +4 I +5 I
1 2.J- 2.8 I D I +2 I +3 I
1 2.9- 3.6 I -3 I 0 1 +1 I
I 3.7- 4.2 I -5 I -2 1 0 1
I 4.3- 5.0 I --8 I -4 I -2 I
1 5.1- 5.6 I -:1 I -6 I -4
I 5.7- 6.2 I -:3 I -8 I -6 1
I 6.3- 6.9 1 -15 I -10 I -7 I
I 7.0- 7.6 I -:B I -12 I -9 I
7.7- 8.2 I -:3 I -14 I -11 I
I 8.3- 8.8 I --: I -I6 I -13 I
I 8.9- 9.5 t -=5 1 -18 I -15 I
I 9.6-10.i 1 - I -20 I -16
110.2-11.0 I -_n I -23 I -17 I
111.1-11.8 I -13 I -26 1 -21 I
1 11.9-12.7 I -'E 1 -29 I -24- I
1 12.8-13.5 I -4; I -32 -27 I
113.6-14.3 I -4m I -35 I -29 I
114.4-15.2 I -;r I -33 I -32 1
I I I I I Table 3-11. Horizontal South
Overhand- Potnts
South Glazing
1 Length Out I Area, Z of Floor I
I from Wall I I
I ft i
1 1 0-6.3 I 6.4 up I
I I I I
0 - 0.5 1 -2 -
1 0.6 - 1.0 1 -2 I -3 I
11.1 - 1.9 I -1 I -2 I
2.0 up I 0 I J I
Table 3-12. Movable Insulation
Points
I Y.oveable Insulatloo I
I Area, Z of Floor I Points I
I I I
I 0- 5.5 I 0 I
I 5.6 - 11.5 I +2 I
I 11.6 - 17.5 I 44 1
I 17.6 - 23.5 I +6 I
I ^23.6+ I +8 I
Yable 3-10. Shading Coefficient Pot:rs
I SC by 1
I Orten- I Z Floor Area
I tation I
I I
I east I I 3.2 I
I 1 0-3.1 I to 16.4 up
I I 6.3 t
1- I I
I 0 -.19 I 0 +1 I +2
-20-.36 I 0 I 0 I
I .37-.66 I 0 I 0 1 0
I .67-.82 I 0 I 0 -1
1 .83 up ( 0 I -1 I -2
I I I I
I South 1 0 1 3.2 16.4 18.0 1 ?.!
I I to I to I to I to I up
I 13.1 16.3 17.9 19.5 1
7--
I 0 -.18 1 0 I +1 I +2 I +2 1 .3
I .19-.42 1 0 1 0 I 0 1 0 1 G
I .43-.66 1 0 1 -1 I -2 I -2 i -3
I .67 up I' -6-T -2 I -4 I -4 I -6
Vest
I .1 11.6 13.2 1 6.4 1 3.0
1 .8 1 1.6 13.2 ! -.0
I to I
to I to I to I :�
I to
1 1.5 13.1
I I
( 6.3 17.9 I
I I I
0-.12
I 0 1
I
+1 I +3 I 46 ; +7
.13-.36
I 0 1
0 1 0 1 0 1 0
.37-.57
I 0 1
-1 I -3 I -6 1-
.58-.e2
I -1 I
-3 I -6 1 -12 1�-:5
.83 up
1 -2 I
I I
-4 I -8 1 -16 1 -70
I I I
Skylight
1 .1
1 .8 1 1.6 13.2 ! -.0
I to
I to
I to
I to I :,
I .7
I 1.5 I 3.1 I 3.9 1`
0-.11
10
I +1
I +3
I +6 1 +7
.13-.36
10
I 0
I 0
I 0 1 0
.37-.57
I 0
I -1
( -3
I -6 ! --
.58-.82
I -1
I -1
I -6
I -12 1 -.
.83 up
1 -2
I
1 -4
I
I -8
I
I -16 i
I !
Table 3-9. Skyli�+t Points
1 I Glazing Type I
I Total I I
1 Z of T Seg:, Dbl, I Trpl,
I Floor I U- I U- I U- I
I Area 10.66- 10.42- 10.41 I
11.10 10.65 1 dorm I
Iupto1.31 -: I 0 I 01
I 1.4- 2.2 I I -2 I -I I
I 2.3- 2.8 I -6 I -4 I -3 1
I 2.9- 3.6 I - I -6 I -5 I
1 3.7- 4.2 I -1: I -8 I -6 I
1 4.3- 5.0 I -.- 1' -10 I -8 I
I 5.1- 5.6 1 -:i I -12 I -10 I
I 5.7- 6.2 1 -1�b I -14 I -12 I
I 6.3- 6.9 I -Z: I -16 I -13 I
1 7.0- 7.6 t -Z- I -18 I -15 I
I 7.7- 8.2 I --li I -20 I -17 I
I 8.3- 8.8 I -:3 I -22 I -19 I
I 8.9- 9.5 I -31 -24 I -21 I
I 9.6-10.1 I -33E I -26 I -22 I
a----- J -1--
ipff 2/88 ST211c i dfe*L
11 BY ........... _ .......................DATE...................... SUBJECT ..................................... ............................ .......................................
....17.9 1L......T S'. L E%2....... Cd�c/sT................................... .
CHKr3. BY.../....G%DATE�T�......�'....... ...
D6 -s /G.,/ C,12-177En/, - SE -65-' S!!T /� ✓6g ROOF,
SHEET NO......�.......... OF........�....
JOB NO...JB Z.--1 .......... -...
................................ -................. ............. --
F L T ENGINEERING
5790 CLARK RD.
PARADISE., CA 95969
Tf�E SG!l.3JECT of 7//�S'E 1-.4-G CS' .,S' Ty`c
(viV> @Aa-Ar�-a; -
RT�2/f D&SIG/1/ OF- �2/% /Cf 6 S//E/91Z vt/i9-LL 5 -
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S�/SM � c - iT � T f�C S L�% = o , � S ,r � ox / a 3 3 •,� O, /�f �l/=
sem, _--- 7,
I ,�--
77 75 6 �—
i
ti !
f
i
j
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15W -s
NTS
/YS
0,14-eml
�z�
-Z-7i,IIAu
Zl/d/y VP
NIA10- = 6.rO,ois=
P = 0.5 x 9, 3z x o , cv6 = 1.7e x-
�'- a ``'
Za36 z'
se/sM/c- /2= 5/z'f�y <o,oioxo,/y_. 3.76 X -
w X 2f 3 zXZ?1 .ro.olo v o, /e o/ t
7Ea/75 r e x o.o/o .r o, /4,e = 0 98
Z
WTTE COUNTY -V- _ 5, 75 K.
BUILDING ®EPARTMEM S
14 --- - S ` AP%y m 5
Go U,$ E -
DATE..7.-/ . SUBJECT ................... SHEET NO .. ....... OF ...........
...................
CHKD. BY
..... ................................... ............. ............. . . .................
.. .......
DATE ........................ ........ ............................................................................................ ..... JOB NO . ................................................
.............
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3.- -0/ 5
13 w5 3,
le'll
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9 (JZ 3.59 0, zoo
Z- x 0,307-
912 F;r2
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15,7
122- =RI
2,07 x 3 Z- 74/ 'v -
M(8 /Z3-
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os rosdw�s ooZ'o / 4,60,0 8� '1 S'£ zr
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5 -27-P/✓7 -DlYi7
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ra
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CHKD. BY PAM
4gATE........................ ..................................................................................
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5r,(J-3 -A"CYoZo?-GE
0, 0 Z-
o./o
04 /- C s
...................................... SHEETNO . .........
.. OF.............
.............
JOB NO, ..91000.. .
.............. : ................................................
Z- +-/ ZA
8.01
5oz- 0' '71
le. d cz 5
S 7-
S�S'�� . �3oLr 1,//Z'/E/YIBE,aMcti/ j
S/ /y/ I>S 0 AZ Lgo
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cola /,00
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53,5 F7 z 2
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orZoo� —
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siMPJo,v
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0,353
l -0a
oc.
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W/$ d e X/Z" ./ �/DZR oti Zx 57uG,
1,14 w/ /G lo .c. 7o FGA J o<s 7"
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16 0,460
�o.oo= o,oZO
000/3
wt1L = o. /9'3
/✓I�
o, 5.< o,193 x. /9.
blo moo'_
siMPJo,v
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0,353
l -0a
oc.
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W/$ d e X/Z" ./ �/DZR oti Zx 57uG,
1,14 w/ /G lo .c. 7o FGA J o<s 7"
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r -A
el-.Jgy.. ................. DATE ..... 1-1 ........
SUBJECT (�� .... 5-S . ................... SHEET OF ..................
CH. K0. BY . ....... ...... 1p
_.�ATE ........................
.................................... .......... ............................... .................... ..... JOB NO.... .. F60.4-.-7....' ................
..........
--- ..................................................... ....... ............. ............. ......................... ................................... ................................. ................................................... ..... ..............
ogtl Ic// '14-206V 6-
0, 0/0
o o 0.050
k --f
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F-Z-eo& -17V4-0,010-k- 0, 14K
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1044'r .7
0. 0,7 �
use ///Z, c4ok, P011, e X/Z 11
AJqltl 41PIr 16 Cl. (2 16. C -
e C-
112
er
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.......................................
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TYCHKD.BY .....................DAZE........................ CG�...
I ..... JOB NO . ...... �.MZ._/ . .............
. ........... ..
................ .................................. .................................................................... . ....................... .................... ....... ................................. . ...................... . . ...........
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A.r 0 . C.
Ar.
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149, 167 A�.
L
50''S
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C121 r/ c4 e— u PPC -it Law FK W4.6a
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k/r 01 Z7
3,5 6,3
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r
BY _.__.. G .. ._...�`..:� SU8JECT �r�- GT7� L.... ..... SHEET NO.
DATE.. /._.OF :...:__...�.
CHKO. BY......... DATE ........................ .57 ...
� :Y.._ / � cE:.- . .,JOB NO.__.
-- ......._.........._..-:...:: - r.....T...y C�,vr_./.:Orc..-...: F':;W:.....:.:Ei�GINE�2@1G
8790' CLARK RP.
PARADISE.
CA 95969
(8'f6) X72-03 4
s�✓7r OJT T/{zs'E-- CSG c
a�t4l_s - sez C��s
✓a4 �m - gPoo 3 141Y -7-11411/4D
/ Q�pF ESS/O*
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h�1"W";eVIta Jr
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or
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cw- 3DB.
GU, aJ xf'r7ll �'J;' 6�c�' -Cl�l �,r lv/, � ��Gr /f ll;e/,o
sum COUNTY
IL®ING DEPARTMENY,
Mpo0vF
BY GC..._..._..QATE._..L/_. !. SUBJECT. �t�� C!L:_!..` .:.!_LCv SHEETNO:._-Z .OP..'
CHKO. BY ............ _.:..._DATE._.._:_.....:_:.... .... "..."-".:.......... :_................ .... _...... _................. z ............ __":_ _...� JOB NO:
��% J�J'Y • �iiY/�u=/f y` � . S��jry f- -T 02-
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BY_._....._.................`......DAT@ _ / SUBJECT:. .....G.. G�cc - -- - - --- ' SHEET NO..: 3..-.OF._...._.'�
CHKD. BY ... _........ _........ DATE ......................... .............. _................................................. ...........
__
�1
,�� ✓-�'o�l,r"= a.79 z3. z sq,
disc= 6.� l6'
• ,� �-Z
/z-
030 rc (A/ Z) t •O/D x 4, *.eq rp
M1
SUBJECT: TYPICAL RESIDENTIAL FOUNDATIONS
BY: FLT DATE: 1/80, JOB -APA 0003
^
PROJECT: PAUL�TyLER CONSAUCTION
6151 BECKWOURTHWAv,'OROVILLE, CA 95965
�
FLT ENGINEERING
5790 CLARK ROAD '
PARADISE, CA
SHEET 1 OF 16
'
DESI8N_CRITERIA� � . _
STUD WALL, FLOOR AND ROOF ARE SUPPORTED BY CONCRETE MASONRY RETAINING -
BEARING AND CANTILEVERED WALL. RET.-BRG. WALLS ARE SUPPORTED @ TOP BY
CONCRETE SLAB AND AT THE BOTTOM BY FOOTING.
'
CODA 1985 UBC
SUPERIMPOSED LOADS:
`
MIN. DL = 010 x (3+8) = .11 k/l
' MAX. LL = .020 x 19.5 + .010 x (19.54 + .010 x'19.5+ .018 x 8 '
+ .050 x 6.5= 1.22 k/l' '
MAX. lLL - R'OF (SNOW) + ADD'L LIGHT ROOF DL + ADD'L HEAVY ROOF �L
' .^+.'AnD�'L WALL DL. + ADD 'L FLOOR D'+LL
i.
LOADING PER ABOVE IS CRITICAL FOR BOTH,- BEARING ( I' CLVDES .DLQL)
AND SLIDING RESISTANCE (MIN. DL ONLY);
SURCHARGE ~ ' 2000# WHEEL L600 '@' APPROX. 3' FROM WALL
'
2.0/6^2 = .056 KSF -- 1' SURCH. APPLIED -TO RET.-BRG. WALLS ONLY.
^
. '
CALCIS FOR: �ET.�BR8.� - A. ' 4'-0" HIGH "ALL �- SHEETS` 2 ' 3'
� � '. z
A.2 61-0" HIGH WALL - SHEETS 4 X�'5. ^
A.3, 8'-0" HIGH WALL - SHEETS :6 & 7 ^
CONSTRUCTION DETAIL SHEET R .
CANT'D - B. 1' 4'-6"
HIGH WALL SHEETS g &,10
B. 2 6' -0". HIGH WALL - SHEETS 11 & 12 `
'B.�33 8'-0" HIGH. WALL - SHEETS 13i 14 & 15
� . . CONSTRUCTI�N�DETAIL^ - SHEET' 16 -
`
^
MATERIALS:
CONCRETE - ULTIMATE COMPRESS. STRENGTH � f = 20/0 PSI @ 28 DAYS '
'
' CMU - ULTIMATE COMPRESS: STRENGTH - f.'m = 1500 PSI, GROUTED SOLID
.NO SPECIAL INSPECTION
REINFORCING - ASTM A615, GRADE 40, +
. .
WELDED WIRt MESH - ASTM A185, 6x6 � W1.4 x W1.4 (10/10f
ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF,
^ .
ALLOWABLE LATERAL BRG.. PRESSURE - 200 PSF, ,
~
�
ENGINEERING
PROJECT : TYLER CONST.
5790 CLARK ROAD
JOB NO, : 8003
`
PARADISE, CA
`
DATE : 1/1988
.
(S16) 872-0254
.
.
CALCjS BY : FLT
.
.
SUBJECT: CMU RETAINING - BEARING
____________________________
WALL
'
.
'
WALL DESIGN:
'
ALL CALCULATIONSARE IN UNITS/iN.
'
FT. '
'
GRADE SLOPE RATIO:
� �
LEVEL
'
'�
SOIEQUIVALENT FLUID PRESSURE (PSF):
30
SURCHARGE (FEET): 2000# WHEEL LOAD
1
YIELD STRENGTH REINF. �KSI):
40
ULTIMATE COMPRESSIVE STRENGTH OF
CONCRETE (PSI):
2000
ULTIMATE COMPRESSIVE STRENGTH OF
�
CMU (PSI):
1500
SPECIAL INSPECTION REQUIRED:
� �
NO
ALLOW. COMPRESSIVE STRESS OF CMU
- Fm (PSI):
250.00
GRAVITY LOAD - DEAD LOAD (KIP)
�
0.11
'
` - LIVE LOAD (KIP)
1.22-
OVERALL HEISHT OF THE WALL.- Hw
(FEET):
4 �--
OVERALL HEIGHT OF THE SOIL`- Hr
(FEET):
5
�
THICKNESS OF WALL - T (INCHES):
7.6
GROUTED SOLID - WEIGHT OF GROUT
(PCF):
135
SLENDERNESS RATIO - h/t:
6 < 25
AVERAGE WEIGHT OF WALL (PSF):
'
84
TOTAL EARTH PRESSURE,- Fhr (KIP):
0.38
'
REACTION @ TOP OF WALL - Rt (KIP):
0.16
`
REACTION @ BOTTOM OF WALL - Rb (KIP):
0.22
`
HEIGHT OF'10' SHEAR _ Ho' (FEET):
2.23
' '
MOMENT - Mw�(FT-KIP):
�
0.18
'
AREA REINF. (IN -2) 'dl(IN)
�
SIZE & SPA (IN)
'
_____--_________________________________________
0.023 - 5.35
^
4*4 @ 104.5
MIN. VERTICAL REINF. - .12% (IN^2):
0.109
MIN. HORIZONTAL REINF. - .08 % (IN^2):
0.073
DESIGN REINF. --VERTICALu
#4 @ 16
- H
'
EFFECTIVE RATIO OF REINF. - p:
|
0.0016
MODULAR RATIO. - n:
'
40.0
COEFFICIENT - k:
0.303
ACTUAL RATIO OF DISTANCE - j:
0.899
COEFFICIENT - 2/kj:
7.345
.
ACTUAL COMPRESSIVE STRESS OF CMU
- fm (PSI):
46.18A
250.00 '
ACTUAL TENSIONAL STRESS OF REINF.
- fs (KSI):
2.99
< 20.00
CQMBINED STRESSES @. WALL:
`
.30
< 1.0`
_ 4
FLT ENSINAERINS
,_.:.:.1 ;• :: TYLER CONST.
5 iii .CLARK !-'f_Ir:•1D
jOB NO. ; B003
PARADISE, CA
•
s
DENSITY OF SOIL (PCF):
loo
DENSITY .Lir {: li- f_ v'i`,{i_'E F:'I'E ,: P {_ F'' :; 0
r.:
^.LLC7IJ LATERAL L B EARING F"'F:ESSURE ' ( F'S ):
200
• BEARING F" R:._.S=]UR_ REDUCTION ( i :.? i" ) n
!_J
NET. ALLOW. BEARING !::::F-'L...•_:SURE (!-'I :?0
1500
PRELIM. FOOTING — WIDTH (INCHES)::
14.93
— DEPTH (INCHESS:
6.00
DESIGN _.O;.:JT Ii,';=:._ ! fI) i !-I "t: I!UCHE_`= ? 0
16.06
t
TOTAL GRAVITY .__L1Alam — . `•✓ & k:: I 1= :? ,:
1.97
INCREASE RE A`_?;L OF- ALLOW. !SOIL 1='RESS!. RY :
� � u c)
,
ACTUAL SOIL i'R L.:.:: S LJ r:!-. ._ Q (: Ji" ) 0
101 < 1500
. b..
SLIDING RESISTANCE Fr (KIP)--
c:; o 4 c*� > Q,22
.BLAB REINFORCEMENT:
A
REINF @ TOP OF WALL (BAR
4
MAX. HORIZONTAL SPAN OF WALL WET):
9.64
-DESIGN i --I l �! R I Cf !`••! . (A L SPAN t: i:: 1- L_ T .:, ;
SLAB THICKNESS (INCHES);
! ----.f"S WIDTH R=Q'_1IRE_D- Ir L._F.T .? v � t
3
W3
.�
DESIGN AREA OI •JL_r,S R E.. I i.!!•• . ( I hl' .G_/ f__I- ) n
O „' O i9
ALLOW. TENSILE S'T1=.,._..i..i OF R` I, IV e <KS I': e
...,U
4 , .
„
... , _ .
L..!=r'.I{:i i-t.� (.)1=- L�l.l[��L--_L..L� �. 1: i`.fI_ F -!LS:? s
9 tl 6.:_
r
PROJECT : TYLER CONST.
JOB NO. : 8003 .
DATE : 1/l988
CALCIS BY : F L 1-
SUBjECTv CMU RETAINING - BEARING WALL
------------------------------
WALL
___________________________
WALL DESIGN: `
--------------
ALL
___-_______
ALL CALCULATIONS ARE IN UNITS/LN. `T.
FLT ENGINEERING
'
5790 CLARK ROAD
. PARADISE, CA
(g16) 872_0254
��
SHEET , OF
GRADE SLOPE RATIO:
LEVEL
SOIL EQUIVALENT FLUID PRESSURE (PSF):
.30
SURCHARGE (FEET): 2000# WHEEL LOAD
1
YIELD STRENGTH REINF. (KSI):
40
ULTIMATE COMPRESqIVE'STRENGTH OF CONCRETE (PSI):
2000
ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI):
1500 '
SPECIAL INSPECTION REQUIRED:
NO �
ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI):
'
25O.00
GRAVITY LOAD _ DEAD LOAD (KIP) �
�
0.11 '
- LIVE LOAD (KIP)
1.22 `
OVERALL HEIGHT OF THE WALL _ Hw (FEET): '
6
OVERALL HEIGHT OF THE SOIL - He (FEET):
7 `
THICKNESS OF WALL - T (INCHES):
7.6
GROUTED SOLID - WEIGHT OF GROUT (PCF):
'
135
SLENDERNESS RATIO - h/t:
9 < 25'
AVERAGE WEIGHT OF WALL (PSF):
84
TOTAL EARTH PRESSURE - Fhr (KIP):
0.74'
REACTION @ TOP,OF WALL - Rt (KIP)q
0.29
REACTION @ BOTTOM OF WALL - Rb (KIP):
0.45
HEIGHT OF '0' SHEAR - Ho (FEET):
3.37 `
MOMENT - Mw (FT -KIP);
'
0.55 `
,
.AREA REINF. (IO2) 'd'<IN) SIZE &.SPA' (IN)
________________________________
'
'
0.070 5.35 #4 .5 @ 34
MIN. VERTICAL REINF. - .12 % (IN^2):
0.109
MIN. HORIZONTAL REINF. - .08 % (IN^2):
0.073
`
DESIGN REINF. —VERTICAL:
'
- HORIZONTAL2 #4 @ 32
|
EFFECTIVE RATIO OF REINF. - p:
�
0.0016-
.0016MODULAR
MODULARRATIO - n:
COEFFICIENT - �k:
0.303
ACTUAL RATIO OF DISTANCE
0.899
COEFFICIENT 7 2/kj:
7.345 �
ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI):
140.11< 250.00
ACTUAL TENSIONAL STRESS OF REINF..- fs (KSI):
9:0' < 20.00
COMBINED STRESSES @ WALL : �
'
'
0.68 < 1.0
. '
'
FLT ENGINEERING
PROJECT : TYLER CONST.
5790 CLARK ROAD
JOB NO. : 8003
�
PARADISE, CA
DATE : 1/1988
(916) 872-0254
CALC'S BY : F'T '
`
'
'
SHEET -- OF 14&
'
FOOTVIN8 DESIGN,,,
'
DENSITY OF SOIL (PCF):
DENSITY OF CONCERTE (PCF):
150
ALLOW. SOIL BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING PRESSURE (PSF):
206 .
FRICTION COEFFICIENT - Fc:
0.35
BEARING PRESSURE REDUCTION (PSF):
. 0
. NET. ALLOW. BEARING PRESSURE (PSF):
1500
PRELIM. FOOTING - WIDTH (INCHES):
16.67
- DEPTH (INCHES):
6.n0
.DESIGN FOOTING - WIDTH
�
- DEPTH
'
�
'
TOTAL GRAVITY^LOAD - Pv (KIP): `
l
.
2.36
INCREASE OF ALLOW. SOIL PRESSURE
0.0
ACTUAL SOIL PRESSURE,- Q (PSF):
1417 < 1500
.
SLIDING RESISTANCE -^ Fr (KIP):
0.53 > 0.45
`
SLAB REINFORCEMENT: `
_________________
'
' REINF @ TOP OF WALL (BAR
MAX. HORIZONTAL SPAN OF WALL (FEET):
7.13
DESIGN HORIZONTAL SPAN (FFET): p4
SLAB THICKNESS
SLAB WIDTH REQ
DESIGN ARIA OF
ALLOW. TENSILE'
LENGTH OF DOWEL
�
PROJECT' : TYLER CONST.
JOB NO. : 8003
DATE : 1/1988
CALCIS BY : FLT
�
SUBJECT: CMU RETAININ8 - BEARING WALL
---------------------
WALL
__________________
WALL DESIGN: '
^
ALL CALCULATIONS ARE INUNITS/LN. FT.
'
GRADE SLOPE RATIO:
SOIL EQUIVALENT FLUID PRESSURE (pSF):
'
SURCHARGE (FEET): 2000# WHEEL LOAD `
YIELD STRENGTH REINF. (KSI):
ULTIMATE COMPRESSIVESTRENGTH OF CONCRETE (PSI):
ULTIMATE COMPRESSIVE STRENGTHOF CMU (PSII:
SPECIAL INSPECTION REQUIRED: ' ,
ALLOW. COMPRESSIVE STRESS OF �MU - Fm (PSI)r '
GRAVITY LOAD - DEAD LOAD (KIP)
'
` - LIVE LOAD (KIP) '
OVERALL HEIGHT `F THEWALL - Hw (FEIT):
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
THICKNESS OF WALL - T'(INCHES)i
GROUTED SOLID - WEIGHT OF GROUT (PCF):
SLENDERNESS RATIO - h/t: '
)
AVERAGE WEIGHT OF WALL (PSF :
'
TOTAL EARTH PRESSURE - Fhr (KIP):
�REACTION @ TOP'OFOF WALL - Rt (KIp) : '
�REACTION @ BOTTOM OF WALL - Rb (KIP):
HEIGHT OF 10' SHEAR - Ho (FEET):
MOMENT - Mw (FT -KIP):
'
`
AREA REINF. (IN -AY 'dl(IN) SIZE & SPA {IN)
----------------------- _________________
0.155 5.35 #4 @ 15.4
'
MIN. VERTICAL REINF. - .12 % (IN^2):
,MIN. HORIZONTAL REINF. - .08 % (!N"2:1:
'
DESIGN REINF. - VERT
-
HORIZONTAL:
\
EFFECTIVE RATIO OF REINF. - p: .
MODULAR RATIO - A: �
COEFFICIENT - k: '
ACTUAL RATIO OF DISTANCE
COEFFICIENT - 2/kj: '
ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): `
ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI):
COMBINED STRESSES @ WALL:
FLT ENGINEERING
5790 CLARK ROA:
PARADISE, . CA
(916) 872-0254
'
SHEET 6 OF /4
LEVE
I
40.
2000
1500
NO
250.00
0.11
1.22
-
7.6
135
12 < 25
84
0.46
0.76
4.51
1.22
�
0.109
0.073
`
'
-d z
0.0033
'
`
40.�
0~398
0.867
5.794
246.63<
250,00
10.50
<
20.00
1.12'
��
1.0--
,
`
FLT i' N • ,' N
.r _ _ _ g 1 r_rrCONST
ce•S5:a0 CLARK
fJr+ 1.,10. 80i;._;SS[[ ;=�;i>ll:• ADISi_:,: :!_ A
(91E). 972-0254
• I S __.. -..
BY
a
FOO i' Pulte DESIGN: «r
DENSITY OF CONCERTE (PCF)w 150
ALLOW. SOIL BEARING PRESSURE (PSM 1500
ALL!_IEr. LATERAL BEARING PRASURE' (PSM 200
FRICTION COEFFICIENT - .
_ ,0.15
==AfI'= '
PRESSURE REDUCTION I CJN k F,Sl::) ,. Q -
l
PRELIM. FOOTING _ WIDTH (:IN!_:1-11: S:; 0 18.42
L}f__PTI...l, C I NI_ HE=S): 11.5Q
DESIGN FOOTING i(ING - WIDTH' YINCHESM (:?O ;
- DEPTH (INWES)i 12.00
sTOTAL GRAVITY LOAD � P -.a (KIP); o 2.92 1
INCREASE OF Eyt...LOW . SOIL PRESSURE E i.:!, .? !: 0.0
r
ACTUAL.sbiL PRESSURE 0 (PSM 145b <,450')
r, l_...L 1J I N Gi": t_S 1 SI A t`•I C 1= (KIP): 009 9 .. O.M',
L.: ,
SLAB REINFORCEMENT:
_
R = I ` F M -FOP OF WALL (BAR M, o :;.
MAX. ;""F 1 C;aFA_ SPAN OfWALL =_=T.) ; 5.55:
`„5. .
DESIGN HORIZONTAL SPANAFFET). 4
SLAB THICKNESS QNCHESM� el.,
SLAB A ri-L.I...I RE ?U I RED (:FEE::_"f ? ; '26.04 -
DESIGN AREA OF: SLAB REINF. A7:PdMr'I_.F)o ' 0.029.
ALLOW. I''ENS I L_E' STRISS OF REIN . ` (KS I );; 30 '
LEN i'I. '-,O;l::-DOWELS (: Ii`•Il=:i-IESM 25. 1,1-
_n'
.:1._n
p
LG
1
IN
BY.____ � .T __.. DATE - X/ .B SUBJECT.-• C/ / V lee '41111-0: ------ SHEET NO. ----8_.
66 .................................................
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- ---- --- -
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PER sweerT /
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EXT'Eit/� 1�ERT I
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43
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w °%`
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6 x 6 - by/.gx 1v/• r
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¢ 4' 5'',W,0Y G.ei4 t/EL
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.BOTT. D/- ^OOT/N6'
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NATUP•4L. GRADE
N ,M #V-.CD//7: .1
R CONT G?�iS/C. �� ¢ PEierO�,QTED .a.OiS/
v J ROOT/�!G /6 � �4 , / P/P� � TO PAYUG/,�T
v v 20 CV FT 0"oRo c,<P�/� GN, fT.tv
2107'E ^eoY/Ae swaemof xlxeL !/NT/L
;'We COMC, D/— Tf/E S'4 4.8 /S Ce.114_=eo,
5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254
/4.1
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NATUP•4L. GRADE
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R CONT G?�iS/C. �� ¢ PEierO�,QTED .a.OiS/
v J ROOT/�!G /6 � �4 , / P/P� � TO PAYUG/,�T
v v 20 CV FT 0"oRo c,<P�/� GN, fT.tv
2107'E ^eoY/Ae swaemof xlxeL !/NT/L
;'We COMC, D/— Tf/E S'4 4.8 /S Ce.114_=eo,
5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254
1', 171 M.
C71
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F-
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17" 171,
U) 17.1
r7i
to 0
4T.
PROJECT : TYLER CONST.
JOB NO. : 8003
DATE` : 1/1988
CALCIS BY : FLT
FOOTING DESIGN:
____________
'
FLT ENGINEERING
5790 CLARK ROAD
/ PARADISE, CA
(916) 872-0254
'
`
��
SHEET ,- OF 16 -
DENSITY OF SOIL (PCFI: '� .
100
DENSITY OF CONCERTE (PCF):
150
OVERTURNING RATIO - MINN
1.5
- MAX:'
2.5
ALLOW. LLOW. SOIL BEARING PRESSURE (PSF):.
1500
ALLOW. LATERAL BEARING PRESSURE (PSF):
200
FRICTION COEFFICIENT - Fc:
0.35
FOOTIN&DEPTH (INCHES):
1�)
FOOTIN8 WIDTH - HEEL (INCHES):`
4''
^ - TOE (I
12
FOOTING KEY - DEPTH & WIDTH
� - BAVK TOB
'
TOTAL WIDTH OF FOOTING
OVERTURNING FORCE - to (KIP):
6.35
OVERTURNING MOMENT - Mo (FT -KIP):
0,56
TOTAL RESISTING WEIGHT - W (KIP):
0.95`
RESISTING MOMENT - Mr (FT -KIP): `
1.28
OVERTURNING RATIO - SF
2.26
'
^
NET MOMENT - Mn (FT -KIP):
0.71
ECCENTRICITY - e (FEET):
ECCENTRIC MOMENT -Me (FT -KIP):
0.24
FOOTING AREA - Af (FT -2):
2:00
SECTION MODULUS - S (FT -3):
.0.67
SOIL PRESSURES - DL ONLY - SPt (PSF):
834.47 <
' 1500
' - SPh (PSF):
117.51
> 0
SOIL PRESSURES - ADDED LL- SPt' (PSF>:
864.97 <
1500
- SPh' (pSF):
1307.01
> 0 -
SLIDING RESISTINGTORCE - Fr (KIP): 0.47 > 0.35
FOOTING
EARTH PRESSURE @ TOE - Fv (KIP): 1.16
MAX. MOMENT @ TOE- Mt (FT -KIP): 0.63
AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN)
---------------------- W_=____-________
^.064 6.75 #4 @ 37.5
DESIGN TOE REIN
` |
°
.
FLT ENGINEERING
. PROJECT : TYLER CONST.` 5790 CLARK ROAD
JOB NO. : 8003_ , PARADISE, CA
DATE : 1/1988 � ' � (916)' 872-0254
CALCIS BY : FLT ' SHEET �V OF �
la,.
`.
'
'
^
SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL
. _________________________�_______ '
.
^ WALL DESIGN: '
____________ ^ .
.
ALL CALCULATIONS�ARE IN UNITS/LN. FT.
^
GRADE SLOPE RATIO:
LEVEL `
SOIL` EQUIVALgNT FLUID -PRESSURE (PSF):
'
30
SURCHARGE (PSF):
0 '
YIELD STRENGTH OF &EINF. —Fy (KSI):
^ .
40
ULTIMATECOMPRESSIVESTREN6TH OF CONCRETE
\PSI):
2000,
ULTIMATE COMPRESSIVE STRENGTH Or CMU (PSW
1500
SPECIAL INSNECTION REQUIRED:.
NO
'
ALLOW. COMPRESSIVE STRESS OF CMU - Fm
'
(PSI): .'
250.00
GRAQITY LOAD - DEAD LOAD (KIP): ^
`.11 ^
-LIVE LOAD (KIP)��
�~
1 . 22
'�.
OVERALL HEI8`HT'OF THE WALL - H <FEET):
' '''
^
E.
OVERALL HEIGHT,OF THE SOIL - Hr (FEET):
.5
THrCKNESS OF WALL - TOP (INCHES):
.^
� ^
7.6 ` .
� ��-�BOTTbM (INCHES):
~
7,6
GROUTED SOLID -.WEIGHT OF GROUT (PCF):'
135 '
'R4
AVERAGE WEIGHT OF WALL (PSF):
-
^ ' '
TOTAL EARTH -PRESSURE'_ Fw (KIP).-.,
`
0,45
_
MOMENT - Mw (FT -KIP):
,
0.83 .
'
' . .
AREA REINF. (IN^2) 'd' (IN) SIZE
& SPO(IN)
'
_______________--------------- _________________
0.106 ` 5.35 #4
@ 22.8
.
MIN. VERTICAL REINF. - .12 % (IN^2):
^
' r
0.109
MIN. HORIZONTAL REINF. ''- .08 % (IN -2):
.
01073. '
.
DESIGN REINF.,n VERTI
16
-'HORIZONTAL: 44
32
COMBINED STRESSES @ WALL:
�
'
!
0.73.< 1.0
EFFECTIVE RATIO OF REINF. - p: �
` '
0.0016 1 '
MODULAR.RATIO - n: '
'
40.0 �
COEFFICIENT - k:'
�
. !
0 303 `
ACTUAL RATIO OF DISTANCE - j:
0.899
COEFFICIENT - 2/kj: '
7.345
ACTUAL COMPRESSIVE STRESS OF CMU'- fm
(PS^I):
213.48 < 250.�V
A�TUAL TENSIONAL STRESS OF REINF. - fs
� `
.
(KSI):
13.84 < 20.00 `
'
FLT ENGINEERING
P`OI__r % TYLER CONST.
5790 _ LAR"OhD
jOB NO. : 8003
PARADISE, CA
DATE : 1/1988
(916) 872-0254
i •;,L;..,,,. S B FI__F.
Y
SHEE:.I.. /Z OF /ro
FOOTING DESIGN:
DENSITY OF SOIL (I::;iM1 i_-) g
i C) C)
DENSITY OF.. CONi_ ERIE (FCF-) .
15C)
OVERTURNING RATIO -- • M.J: tai c
1...'
- MAX.-
2.5
ALLOW. SOIL BEARING PRESSURE (PSF) ,.
.1500
ALLOW. -L_ATERAL_ BEARING PRESSURE (PSF) -.
20C)
FRICTION COEFFICIENT — Fc:
C). 35
FOOTING TING DEPTH (INCHES):
1'
FOOTING WIDTH - HEEL (i NCHES) N
cl
7 TOE (INCHES)-
24
FOOTING KEY -- DEPTH & W I DTH (I NICHES )'o
O
` — BAVK TO BACK OF WALL_ (INCHES):
i i
.I..O'i AL W I Lj'1 H OF FOOTING (INCHES) .
SE
OVERTURNING FORCE .— F'-o (KIP) o
0.74
OVERTURNING MOMENT HENT ..... Mo ( F'1"—K i P li : ' "
, a 1.72
TOTAL RESISTING WEIGHT — W (KIPA
1.52
RESISTING MOMENT —"Hr (FT—KIP):
3. SS
-OVERTURNING RAT40 0 - SF
1 A4
NET MOMENT HENT - h'IO(F T K I F-') :
1.6-2
ECCENTRICITY . .. 1 - CF l_L_T) :
0.44.
ECCE.I'•.iTR I C MOMENT Me Me (FT—KIP):
0.66
FOOTING AREA — A f (F•T":_) .o
00
-3.00
SECTION MODULUS '-' S (FT"S) :
1 5� f
SOIL L PIT:L-_'SSURES -- ISL_ ONLY -- SF't ( PSF) e
948143
. 1500
_.. SPh (PSF) o
65.7.4
> i
SOIL PRESSURES — ADDED LL — SPP " (PSF) o
690.87
i
. 1500
- SPh Y (PSF) .
1 1 6. L3
> 6
SLIDING RESISTING-FORCE Fr (KIP) e
0.73
> 0.74
7r4
FOOTING TOE:
EARTH PRESSURE @ TOE F C K i F') d
1.36
MAX. 11OMENT @ 'TOE. - Mt (FT—KIP):,
1.73
•
F=RE; RE_INF. (:I:I`d�'�21 9Us (Ill) 'SIZE b SPA
QN)
,.
0.1`5 8.75 #4 C 17.8'
FLT ENGINEERING
PROJECT : TYLER CONST. 5790 CLARK ROAD
JOB NO. : 800l ' PARADISE, �A
DATE ' : 1/1988 (916) 872-0254
CALCIS BY : FLT SHEET �.� OF la
`
SUBJECT: COW. MASONRY CANTILEVER RETAINING 'ALL
----------------------------------------
WALL
______________________________________
WALL DESIGN:
--------------
ALL CALCULATIONS
___________
ALLCALCULATIONS ARE IN UNITS/LN. 'FT.
GRADE SLOPE RATIO:
SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (PSF):
YIELD STRENGTH OF REAF. - Fy (KSI):
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI):
SPECIAL INSPECTION REQUIRED.-
ALLOW.
EQUIRED:ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI):
GRAVITY LOAD - DEAD LOAD (KIP):
TOTAL EARTH PRESSURE - Fw (KIP):
MOMENT - Mw (FT -KIP):
AREA REINF. (IN -2)
�
-
LIVE LOAD (KIP):
&
OVERALL
HEIGHT'OF
THE WALL
'- H (FEET):..
OVERALL
HEIGHT
OF THE SOIL
- Hr (FEET).
THICKNESS OF WALL_ TOP (INCHES):
`
.
- BOTTOM
(INCHES):
GROUT ED
SOLID
- WEIGHT OF GROUT (PCF):
AVERAGE
WEIGHT
OF WALL (PSF):
MODULAR RATIO - n:
TOTAL EARTH PRESSURE - Fw (KIP):
MOMENT - Mw (FT -KIP):
AREA REINF. (IN -2)
�
'd'(IN) ,
SIZE
&
SPA <IN)
-----------------------------
0. 15:4.
0.154
________________-___________
9.35
#4
@
15.8
LEVEL
30
0
40
2000
1500
NO
250.00
.11
8
- ,-
7.5
7.6
11.6
V35 �
`133
0.84
2.11 '
-
MIN. VERTICAL REINF. - .12 A
(`N^2):
0.167
MIN. HORIZONTAL REINF. - .08
% (IN^2):
0.111
DESIGN REINF.
O I NT
`
.
COMBINED STRESSES @ WALL:
`
0.52 < 1.0'
EFFECTIVE RATIO OF-REINF. - p:
`
0.0022 '
MODULAR RATIO - n:
40.0
COEFFICIENT - k:
_ .
0.338
ACTUAL RATIO OF DISTANCE - j:
0.887
COEFFICIENT - 2/kj:
.
6,671
ACTUAL COMPRESSIVE STRESS OF
CMU -
fm (PSI)v
160.95 < 250.00
ACTUAL TENSIONAL STRESS OF REINF.
`
- fs (KSI):
10.17 < 20.00
`
-�
u
Is
FOOTING DESIGN:
FLT ENGINEERING
PROJECT : TYLER CONST.'
DENSITY OF SOIL (PCF):
5790 CLARK
ROAD
JOB NO. : 8003PARADISE,
-
OVERTURNING RATIO - MIN:1,
-
- 5,
CA
DATE : 1/1988
ALLOW. SOIL BEARING PRESSURE (PSF): ~.-
(916) 872_0254
' ..
ALLOW. LATERAL BEARING PRESSURE (PSF):` '
CALCIS BY : FLT `
FRICTION COEFFICIENT - Fc: �� '' ��
SHEET
OF /6
HEIGHT FROM TOP OF THE WALL - H2 (FEET):
6'
- SF�
- TOE (INCHES)`: � '
HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET):-
5.5'-
4e Ie6714�,
- BAVK TO BACK OF WALL (INCHES) :
THICKNESSOF WALL - BOTTOM2 (INCHES)�-
7.6
A`AV.
GROUTED SOLID - WEIGHT OF GROUT (PCF):
135
AVERAGE WEIGHT OF WALL (PSF):
84
TOTAL EARTH PRESSURE - Fw2 (KIPY:
0.45
MOMENT @ Hw2 - M�2 (FT -KIP):
0.83
`
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
�
0.106 5.35. . #4 @ 22.6
'
DESIGN REINF. -
`
^
`
.
FOOTING DESIGN:
NET MOMENT - Mn (FT -KIP):
ECCENTRICITY - e (FEET):
ECCENTRIC MOMENT - Me (FT -KIP):
FOOTING AREA - Af (FT^2):
SECTION MODULUS - S (FT^3):
SOIL PRESSURES - DL ONLY - SPt (PSF):
- SPh (PSF):
SOIL PRESSURES - ADDED LL - SPt' (PSF):
- SPh' (PSF):
SLIDING RESISTING FORCE - Fr (KIP):
.��
3.11
0.57
1.23
4.00
2.67
1004.81 < 1500
81.15 > 0
631.19 < 1500
1064.77 > 0
.
�
1.32 > 1.22
'
' .
DENSITY OF SOIL (PCF):
100' `
DENSITY OF CONCERTE (PCF):
156
OVERTURNING RATIO - MIN:1,
-
- 5,
-
- MAX:
'
2~5�
ALLOW. SOIL BEARING PRESSURE (PSF): ~.-
'1500 �
`' `
' ..
ALLOW. LATERAL BEARING PRESSURE (PSF):` '
200. '
FRICTION COEFFICIENT - Fc: �� '' ��
0.3
FOOTING DEPTH (INCHES): � � � `_�
'�� 12.
FOOTING WIDTH -.HEEL (INCHES):
- SF�
- TOE (INCHES)`: � '
. '
FOOTING KEY - DEPTH & WIDTH (INCHES): '
4e Ie6714�,
- BAVK TO BACK OF WALL (INCHES) :
"'
TOTAL WIDTH OF FOOTING (INCHES): � , -�: 0
A`AV.
NET MOMENT - Mn (FT -KIP):
ECCENTRICITY - e (FEET):
ECCENTRIC MOMENT - Me (FT -KIP):
FOOTING AREA - Af (FT^2):
SECTION MODULUS - S (FT^3):
SOIL PRESSURES - DL ONLY - SPt (PSF):
- SPh (PSF):
SOIL PRESSURES - ADDED LL - SPt' (PSF):
- SPh' (PSF):
SLIDING RESISTING FORCE - Fr (KIP):
.��
3.11
0.57
1.23
4.00
2.67
1004.81 < 1500
81.15 > 0
631.19 < 1500
1064.77 > 0
.
�
1.32 > 1.22
'
' .
OVERTURNING
FORCE
- Fo (KIP): � � `
' 1.22
OVERTURNING
MOMENT
- Mo (FT -KIP):
� `' 3.`5.
TOTAL RESISTING
WEIGHT - W (KIP):
2.17
RESISTING MOMENT
-
Mr (FT -KIP): -
� ' 6.76
OVERTURNING
RATIO
- SF�
1.85
NET MOMENT - Mn (FT -KIP):
ECCENTRICITY - e (FEET):
ECCENTRIC MOMENT - Me (FT -KIP):
FOOTING AREA - Af (FT^2):
SECTION MODULUS - S (FT^3):
SOIL PRESSURES - DL ONLY - SPt (PSF):
- SPh (PSF):
SOIL PRESSURES - ADDED LL - SPt' (PSF):
- SPh' (PSF):
SLIDING RESISTING FORCE - Fr (KIP):
.��
3.11
0.57
1.23
4.00
2.67
1004.81 < 1500
81.15 > 0
631.19 < 1500
1064.77 > 0
.
�
1.32 > 1.22
`
FLT ENGINEERING
FreOJECT TYLER -CONST.
-
5790 ' CLAF'k:: ROAD
JOB NO. e 8i is � J
PARADISE, i_ A
DA1"E e 1/ 1' 88
CD I E) 872—i X 54
-'A L C' S BY FLT
SHEET OF /6
FOOTING* — TOE-.
EARTH F RE- SSUF'E C TOE
— Fv. ([,,*I
F') e
2.02
MAX. MOMENT C - TOE .=
. Mt is 1:'T—i::,: I
F') a
-,
3.e2
AREA F::EINF. (IN''•-' )
sd9 (IN)
SIZE
&" SPA
(IN)
�
---------------------
0. ' 98
-----------------------
8.75:
#4
-
C 8. 10 �� ii 1
�
DES I 13N TOE RE I NF ..
.. `";° `
1#4
C 8
PL %• DATE-// SUBJECT,-- C _ ft/TIGE'v 'EP SHEET NO. -I6 _-_ OF
SY.. 6
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• 9
CONCRETE BLor
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PERMIT 244-86 -