HomeMy WebLinkAbout079-290-019D93-1566.BPEN
NORTH, RICH
. GOMM
25 CIRCLEVIEW, OROVILLE
CONTR: RICHARD WOOD
NEW SF SO,�
09-&-t5-8-844 96-1000 B,E
NORTH, Ritch
25 Circle View Drive, Oroville
(new swimming pool) Adonis Pool
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RESIDENTIAL
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036-13-0-044 96-1000 B,E
NORTH, Ritch
25 Circle View Drive, Oroville
(new swimming pool) Adonis Pools
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JOR FINALED (Date) -
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Signature ; - '
V=OK
O = Not OK
Not Applicable
YMOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1. Zoning Requirements - Setbacks - Easements
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
2. Footings; Soils-Size-DepthSpacing-Connectors-Steel
3. Sewer; Location -Test -Fall -C/0 -Concrete
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Water, Location -Test -Easement Needed (Sketch)
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg.-Rfg: Bracing
5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Gas; Location -Test -Wrap; / P'L'ft.
/ /Nat. or/ PL"ft./ /LPG
6. Carports; Windows -Doors
7. Well Clearance & Disconnect
7. Electric
8. Utility Clearance
8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements- Setbacks Easements
Card B-1 Date Card B-1
2. Footings; Size -Spacing -Marriage Line
Card B-1 Date Card B-1
3. Gas; MH Test -Demand Valve -Connector
POOLS Plans OK except #'s
4. Electricity; MH Test -Crossovers -Breakers -Clearances
etb cks-Easements
5. Drain; MH Test -Fall -Flex Connector
oil mpaction-Structure Stability
6. Water; MH Test -Regulator -Connector
ool Structure; Steel -Connections -Thickness
Dead Men -Lining
7. Water and Sewer Connected -C/O to Grade -HD Approval
4. Elec.; Recepta . es and Lighting, Distance-GFI
8. Gas and Electricity Tagged
5. Elec.; Pool 'ghting; 15 Volts-GFI
9. Tie Downs -Type -Installation Cert.
6. Elec.; E -sures; Conduit Entries -Terminals -Listed
10. Exits; Insp.-Sketch
7. Elec.; onding; Metal w/6 -Circulating Equip. -Heater
11. Cert of Occupancy
8. Eleo , Grounding; Equip. w/S Circulating Equip. -Pool Lghtg.
B eS-Enclosures-Panelboards-Ins. to Main in Conduit
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
'
MISCELLANEOUS
Date
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
+
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils-Size-DepthSpacing-Connectors-Steel
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg.-Rfg: Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
+
7. Electric
8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
r
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
POOLS Plans OK except #'s
etb cks-Easements
oil mpaction-Structure Stability
ool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Recepta . es and Lighting, Distance-GFI
5. Elec.; Pool 'ghting; 15 Volts-GFI
6. Elec.; E -sures; Conduit Entries -Terminals -Listed
7. Elec.; onding; Metal w/6 -Circulating Equip. -Heater
8. Eleo , Grounding; Equip. w/S Circulating Equip. -Pool Lghtg.
B eS-Enclosures-Panelboards-Ins. to Main in Conduit
9. alth Department Approval
10. lumb.; Cir. Test -Water Supply Test
V
Dade` 6 and B-1 Date Card B-1
Date% �'j Card B-1 /: /o Date Card B-1
I5�
S.
V OK
O = Not OK
= Not Applicable
Not Ready RESIDENTIAL (;
' ='
Date UNDERFLOOR (Plans) OK except #t's
1. Zoning -Setbacks -Easements -Flood -Slope
2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth
5. Stemwalls, Main; Steel -Bloc kouts-Wrapped
6. Stemwalls, Garage; Steel -Bloc kouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab; Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test
11. Water Pipe; Test -Anchor -Regulator -Service Test
12. Electric; Underground
13. Pienums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
15. Access & Ventilation
16. Insulation
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date PLUMBING (Permit),OK except n's
16. Water Htr.: Vent -Access -Combustion Air -Baffle
-- --------------------------------------------------------------
17. Water Pipe: Test & Anchor -Nail Protection
--------- - --------------------
18. D.W.V : Test -Fittings & Anchor -Nail Protection
--------------------------------------------------- --- ---
--- - --19. Shower Pan: Test_ First Floor -Tub Access
- - -------------------------
20. Test Tub -&-Shower.- Second Floor -Tub Access
21. Gas Pipe: Size & Anchors
-------------------------------------------------------------------------------
Date Card B-1 Date Card B -t
---------------------------------- -------- ------------------
Date Card B-1 Date Card B-1
Date ELECTRICAL (Permit) OK except rr's
22. Fixture & Transformer Clearance -Ins. -Protection
------- ---- -- ------------
23. Elec. Receptacles Spacing -Lights & Switches at Doors
------- - - -------- ----------------------------------------
24. Size Boxes & No. of Conductors -Stapled
----------------------------------------- - -
25. Romex Installed Close to Edge of Studs & C.J.
--...---------------------------------- ----------._ -
26. Equip Ground made up wrMech. Fasiners-Bond Gas & Water
-------------------------------- ------------------------....... ........ ......
27. 2 Appliance Circuls in Kitchen & Conductor Size/GFl
------------------------------------------------------ ............................ --
28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga.
Cu or At
---------- ------------------------------------ ..
29. Range Circ r r ga. Cu or AI -Oven Circ. r r ga. Cu or Al.
Insulated Neutral ❑ Yes ❑ No
------------------------------------------------------------------------------- ..
30. Service -Riser Conductors & Ground -Main Disconnect
------- -------...... .............. ..........
......... ..
31. Equip_ Clearances Panel s.Motors:Mech. Equip.
...... ....... ..
32. Clothes Closet Light -Shower Light -Spa Light
-------- - - ----- ------..........I--- .. ...... ........ ... ...
33. Smoke Detector
-------------------------...._. ----------...._ ---- ....... ..
Date Card B-1Date Card B-1
------------......_..._.............. ...............
... ....... ... ... ..
Date Card B-1 Date Card B-1
Date MECHANICAL,(Permit) OK except a's
34. A.C. Ducts Insulation & Support
-----------------...-- -----.......................................
35. Vent Fan: Exhaust above insulation
--------------------------------------- ....... .. .... ... ... ....... ..
36. Condensate Drain & Overflow: Size & Grade
--------- ...--..._.....................__..... .
37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet
-------------- --- --- ....... ... ..
38 Attic Access & Platform if Furnance in Attic
-
... .................... .. ;
i
--- ---- -- - --------------- .. ... .... ......... ..
Date Card B-1Date Card B-1
-. --------- - ... ... ....... ............. ..... ... .
Date Card B-1 Date Card B-1
Date FRAMING (Plans) OK except a's
39. Sils. Proper Material & Anchors
__. ... ... ... ............ ... ...
....... ....... ..
40. Walls Studs -Nailing. Spacing & Bracing - Plates -Sound
41. Bear ng Walls over Girders & Floor Nailing
.................... ......... ...... ... .. ..
42. Draft Stop in Walls (rat proof)
-- ....... ....... I........ ......---
43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub
-----------. _... .. ............. ..... ..
44. Headers & Beam -Size & Bearing
iiingle & Duplex)
Date FRAMING (Con- nued)
45. Hangers -Post Caps -Anchors -Connectors
46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng.
47. Fireplace Ties or Type A Flue -Fireplace Throat clearance
------------------ --- -
48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
----------------------
---------------
49.---Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
--------- -
50. Garage Fire Protection Framing
-------- ------------------------
51. Property Line Firewall & Openings _
_ 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits
________ 53. _Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers
55. Siding -Nailing Veneer
---------------
56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
57. Glazing Area -Glass Protection -Skylights -Plastic
--------------- 58. Shear Walls: -Nailing -Bolts
59. Insulation -Walls -Ceilings
-----------------------------------------
60. Infiltration -Walls -Windows
- ------ ------------------------
C ----------- -
Date and B-1 Date • Card B-1
Date Card B-1 Date Card B-1
Date FINAL (Plans) OK except h's
61. Ext. Steps -Door & Sidelight Protection -Landings
------------------------------------- - -
62. Smoke Detector
---------------------------------------------
63.
----------- - ----------------------------63. Furnace: Vents -Clearance -Comb. Air -Connector -
In Garage: Above Floor-Ducts-Mech.-Protection
----------------------------------------
64. Bedroom Exiting
- ------------------------------------------------
65. G.F.I. & Bath Fixtures & Tub Access -Spa
.... -- --_..... --- - - - -- -----
66. Elec. Trim & SubP anel: Breaker Sizes & Labels
---------------------------
67. Stairs & Rails
68. Fireplace or Stove: Clearances -Hearth
-..._..------------------------------- -
69. Elec. Outlets at Wood Panel. Int. & Ext.
...... ..- - ------------------ -- - ------ --
70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance
....----------------------------------- --
71. Elec. Outlets & Receptacles at Kit. Counter
. --- . _ - - - - - -- ----- -- - ------------------------
72. Garage Fire Door: Swing -Landing -Closer
73. A.C. Duct in Garage -Damper
.........------------------------------
-------------
74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V.
In Garage: Above Floor -Meth. Protection -
....- ------------------------------------------
75. Plb._Elec_ & Mech. Equip. Listed for Location
76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection
...... ----------------------------------------
-----------
7;. Insulation -Foam -Looked in Attic ❑ Yes
- - ----------------------------------------
78. Guard Rails & Deck Construction -Post Caps
...... ------------...---------------------------------- --
79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes 11No;
Planters ❑ Yes ❑ No
---- -----------------------------------------------
81. Stucco: Brown -Finish
- - - - - - - -- .._ .... _ ... _.. _ ...-------------------------------------
82. A C. Unit: Disconnect. Electrical, Plumbing
.. ... ... ... ... . • --------------------------------------------
83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to
Openings
............... _ ......... - -- .. _ ..----------------------------
84. Water Well: Disconnect. Electrical. Plumbing
- -- ---- ----- - --------------------------------------------
a5 Exterior Elec. Trim: G.F.I. Receptacle -Underground
. . .. . ..... .---- ------ -------------------------------
86 Vent lat on Throughout House
------ ----------------- ---------------
87 Glass Protection
. . ---- ...._._.----------------------------
----
88. Corrections from Previous Inspections
.. ... ... ... .. ....... - -- -- -- ----------------
89 Gas Test -Meters Tagged: Gas -Electric
- - ---------------------------
90. Water & Sewer Connected -C/O to Grade -HD Approval
. . .. ........ .... ... .------------------------------------------
91. Energy Compl ante Certificate -Other Certificates
- - -- ---------------
Date Card B-1 Date Card B-1
---------------------------------
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments. at Final:
COUNTY OF BUTTE-_
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307 -
CORRECTION NOTICE
OWNER PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
0 JOZA
� b LAX
i
J
Date Inspector %--
REV 10/' 2
COUNTY OF BUTTE
BUILDING DIVISION : }
DEPARTMENT OF DEVELOPMENT SERVICES E
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Croville, CA - (916) 538-7541 rl
747 Elliott Road, Paradise, CA - (916) 872-6307
�Y
CORRECTION NOTICE
OWNER PERMIT NO:
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
G// I -Dr lPi
Date —Q Inspector em
REV 10/92
`kms
el
COUNTY OF BUTTE
BUILDIkG6IVIS'ION
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chirp, CA - (916) 891-2751
7 Courfty.Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
2
OWNER PERMIT NO. 4
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
Please contact this office immediately.
r
Date Inspector
REV 10/92
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 P/IN
APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER 036-130-044
ZONING AR5
BUILDING PERMIT `
OWNER RITCH NORTH
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
OWNERS MAILING ADDRESS 25 CIRCLE VIEW DR OROVILLE, 95965
CONTRACTOR'S NAME ADONIS POOLS
TELEPHONE1-1197
CONTRACTOR'S MAILING ADDREf2 PHEASANT RUN CT CHICO, 95973
Fireplace
CONSTRUCTION LENDER NONE
UNKNOWN
Total Valuation $
Fling Fee
$ 20.00
LENDER'S MAILING ADDRESS
Permit Fee
$ 21 .00
ARCHITECT OR ENGINEER NONE
LICENSE NO.
Plan Checking Fee
$ 23.00
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEERS MAILING ADDRESS
Penalty
$
BUILDING ADDRESS
25 CIRCLE VIEW DR
PERMITFEE
S 259.00
OROVILLE, 95965
PLUMBINGPERMIT
Filing Fee 20.00
Each Trap
7.00
LAT No.
SUBDIVISIONS NAMEP
RCEL MAP L/('/, ��
Solar Or heat pump water heater
23.00
Water piping
15.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other POOL
SPECIFY
Each gas water heater or vent
15.00
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
TYPE OF WORK
New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: MASTER # 503-94
—
Mobile Home S G W
920.00
PERMITFEE
$
Contractor
ELECTRICAL PERMIT
Filina Fee 20.00
Main Service a OV OR LESS
( 2000A OR LESS )
23.00
Main Service ( 200A TO 1000A )
46.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is i full for and effect.
License Class Lic. No. II�-{Y 6 �'37
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
NEW CONST. DWELLING OCCUP.
OR ( a ACC. BUDS. )
s0.
3.50 FT.
CNS.
NEW CONST. MULTI -OUTLET
NON-RESID. ( BRANCH CIRCUITS )
@7.50
S
( POWER APPARATUS )
8 SINGLE OUTLET UCIR
Ex. Occup. ( OUTLET OR FIXTURES )
20 Q 1.00
BAL .50
Ex. Occup. ( OUTLETS (RESD.)EA)
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wirin
23.00
30.00
PERMITFEE
$ 50.00
Contractor
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
erformance of the work for which this permit is issued.
I
� I have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My worker ' Xp.2n`sa,1tion insurance symi . er number are:
Carrier mow(/ ?CG /«
MECHANICAL PERMIT
Filing
9 Fee 20.00
Heating
Cooling
Hood
6.50
Ventilation
PERMITFEE
$
Contractor
�
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' co ro of section 3700 of the Labor Code, I shall
fo m with o ro ision
Date ��—�� _
f1gna ure of Applicant - ❑ Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee
$
Energy Inspection Fee $
occ
CONST. TYPE
TOTAL FEE $ 309. QO
HAZ. 0. FEES IMP/
i�
FLOOD
C� P9RCfL
v
HD u
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indi d above for ich f shave been paid.
`
5�3 96
BY Date?
PERMI EXPIRESON �1 7
(Date)
Receipt No. 195541
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
."t' -r yyQ-(M"frr4!';yil;ltiWSl+iiidlYi'�'r"�'.^J� Fi�:7laG�,l"`J�`,'�'�'f�irR�i'�7�'�47��'x''S��'�i�_{�''tri�t9'.i,�i,''�^��'';'Y�Y°.(.:�:.t"`..r...•bt�yr: y.:t...
CO". TY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541
OWNER
Proposed Building Use
PERMIT APPLICATION DATA SHEET
, f C ", y- 4 oj�
00 Building Inspector Date
At time of perit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
DATE RECEIVED BY
1. All items have been submitted . ....................................... .
2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... .
3. Complete plans, 3/4 sets, signed by preparer of plans . ......................
4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . .............
5. Hazardous Material Form . ............................................
6. Energy Design Compliance and supporting documentation . ..................
7. Statement of Intent for Non -Heated and A/C Buildings . ......................
8. Engineered truss details and layout in duplicate (required prior to plan check). ... .
9. Mobilehome data and manufacturer's installation instructions, 2 sets. ...........
10. Fees of $.........................................
11. Impact fees as shown on attached schedule . ..............................
12. California Department of Forestry plan approval/fees. ....................... .
13. Flood elevation letter (100 year flood) by California Engineer . ...................
14. Sanitation and plot plan approval Health Department . ............
15. City of Chico plumbing permit . ........................... '............. .
16. Plot plan and business license approval from City of Biggs/Gridley. .............
17. Planning approval for (A) Use: (B) Parking:
18. Contact Land Development about (A) Improvements (B) Drainage. .......... .
19. Driveway permit (construction approval required prior to occupancy). . .
Pre4Aspedion requeis
20. Pre -inspection for required. .. to Building Inspector (Date)
21. Contractor's license information. (No., Name Style, Classification) . ..............
22. Certificate of Workmans Compensation Insurance . ..........................
23. Owner -Builder Verification (Given to owner , Mail to owner ) ............
24. Recorded copy of Agricultural Acknowledgement Statement . ..................
25. Letter of signature authorization . ....... ............................... .
26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... .
27. Letter of intent on building use . .........................................
28. Mobilehome utility clearance . ...........................................
29. Documentation of legal access . ..................... :...................
30. Documentation of 50% subdivision developed or (A)'Road improvements completed
and (B) Parcel meets zoning area and frontage requirements . ...............
31. Existing violations/expired permits . ......................................
32. Plan check list . .................................................... .
33.
34.
When you issue the permit, process as follows: Mail to owner. Mail to contractor.
Telephone and hold for pickup at _ office. --,Be Iver with inspector.
Other ,
Parcel Creation
Acreage Applicant Date p ��
Copy of Haz-Mat foim sent iHealth Dept. Fire Dept. Air Pollution Date
Copy of plans sent Health `Dept. Fire Dept. Other Date By
The following data must be submitted prior to permit issuance: (Circle new item not checked above).
1. Index permit for above items No.
2. Additional items required:
Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date
Contractor, designer, owner, was advised of above required data by _phone _mail Counte b'yDate
Plans checked by Date Plans approved by Ire Date
Sets of plans on hold in File cabinet AP folder
Copy - Department of Public Works
00: Building Department
FROM: Environmental Health
11
SUBJECT: Sanitation Clearance
Owner Location
Plan Approved for: Sewage Disposal Wa*T Sly: Vpblic
Clearance for bedroom mobile homer. ther - d O L
Final clece O.K. for:
Ny
Environmental Health Sl
aim
R.H.USE OW
Plot Phn MkcLed
Floor PLn Anocbed
Sort to B.D. /
3�-/3 -
APAP
Private Well
Da
RESIDENTIAL
036-13-0-044
f J NORTH,5 CIRCLEVIEW, OROVILLE
NEW SF
�./ CONTR: RICHARD WOOD
OFFICE COPY
Address
GAS Date 2 � l
Meter By E
{ ELECTRIC `
Meter By Date [I
9
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93-1566 BPEM�
ell
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1. D[ 'tIr
' t OFFICE COPY `
Address
e;erBy_��y e
• ELECTRIC,
Meter By Date
JOB FINALED (Date) . 2-191
,
Signature
V=OK
O = Not OK
- = Not Appl(cable
= Not Ready MOBILE HOMES
Date/Initials MOBILE HOME UTILITIES (Plana) OK except #'a
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer; Locatlon-Teat-Fall-C/O Concrete
4: Water; Location -Teat -Easement Needed (Sketch)
5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete
6. Gas; Location -Teat -Wrap: / /" L"ft.
/ /"Net. or/ /" L"ft./ /"LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date/Initials MOBILE HOME INSTALLATION (Plana) OK except #'a
1. Zoning Requirements -Setbacks Easements
2. Footings; Size -Spacing -Marriage Line
3.. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Teat -Crossovers -Breakers -Clearances
5. Drain; MH Test -Fall -Flex Connector
6. Water; MH Test -Regulator -Connector
7. Water and Sewer Connected -C/O to Grade -HD Approval
8. Gas and Electricity Tagged
9. Exits; Insp.-Sketch
10. Cert. of Occupancy
MISCELLANEOUS
Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftre: Connectors
Shthg: Rfg.-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg; Slls-Anchors-Studs-Rftre-Trusses
9. Siding; Nailing -Veneer -Stucco -Mash
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
Date/Initials POOLS (Plans) OK except #'a
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distances-GFI
5. Elec.; Pool Lighting; 15 volts-GFI
6. Elec.;Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes -Enclosures -Pane lboards- Ins. to Mein in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
V=OK
O = Not OK
= Not Applicable RESIDENTIAL d
= Not Ready
Datg/lnitials UNDERFLOOR Plans OK except M's
Z . Zoning -Setbacks -Easements -Flood -Slope
T 2. Fig., Main; Soils-Elec. Grnd.-/ P' Ftg. De
3. g., Garage; Soils -Steel -Ela r . / 9JX Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped
8. Stemwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab; Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test
11. Water Pipe; Test -Anchor -Regulator -Service Test
12. Electric; Underground
13. Plenums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
15. Access & Ventilation
16.. Insulation
Date/Initials PLUMBING Permit OK except N's
?� er Htr.; Vent -Access -Combustion Air -Baffle
Pipe; Test & Anchor -Nail Protec n
.W.V.; Test -Fittings & Anchor Protects '
Shower Pan; Test, First Floor -Tub Access
20. Test Tub & Shower, Second Floor -Tub Access
21. Gas Pipe; Size &-Anchors
Date/initials ELECTRICAL Permit OK except M's
ure Transformer Clearance -Ins. Protection
lec. Receptacles Spacing -Lights & Switches at Doors
j!K_S_ize Boxes & No. of Conductors -Stapled
5 mex Installed Close to Edge of Studs & C.J.
j quip. Ground made up w/Meth. Fastners-Bond Gas & Water
2 Appliance Circuts in Kitchen & Conductor Size/GFI
28. Subfeed Wire Size/4 ga. or AI-A.C. Wire Size / / ga.
Cu or Al �i rt /_
29. Range Circ. / i ga. Cu or AI -Oven Circ. /,&Tga,/Prior Al.
Insulated Neutral 91*6s ❑ No
Service -Riser Conductors & Ground -Main Disconnect
31. Equip. Clearances Panels -Motors -Mach. Equip.
Clothes Closet Light -Shower Light -Spa Light
Smoke Detector
Date/Ini HANI CAL Permit OK except #'s
'tZ34. .C. Ducts Insulation & Support
V n't Fan; Exhaust above insulation
3 !42ndensate Drain & Overflow; Size & Grade
. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet
'f33Attic Access & Platform if Furnance in Attic
Date/Initials FRAMING Plane OK except p's
_01s, Proper Material & Anchors
TL405. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound
Bearing Wells over Girders & Floor Nailing
raft Stop in Walls (ret proof)
�Mdire Stops; Furred Ceilings -Stairs -Chases -Tub
Headers & Beam -Size & Bearing
Single & Duplex)
Date/Initials FRAMING (Continued) '
ng. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng.
Fireplace Ties or Type A Flue -Fireplace Throat clearance
Access; Size & Romex Protection -Draft Stop -Ins. Baffles
Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
#50. Garage Fire Protection Framing ,--(° _
51. Property Line Firewall & Openings
Ex oors-One 3' -Check Garage -3rd Story, 2 Exits
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers
5 - ailing Veneer
C . tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
57. gialing Area -Glass Protection -Skylights -Plastic
. Shear Wells; Nailing -Bolts
fil�IWV59. Insulation -Walls -Ceilings r -
60. Infiltration -Walls -Windows
itials
Vents -Clearance -Comb. Air -Connector -
e; Above Floor -Ducts -Mach. Protection
5 & Bath Fixtures & Tub Access -Spa
Ele rrtrim & Subpanel; Breaker Sizes & Labels
. tairs & Rails
. it ace or Stove; Clearances -Hearth
l`. . ec. Outlets at Wood Panel: Int. & Ext.
L70. Kit..FDd. & Appliance; Grnd: Air Gap -Cooking Clearance
Outlets & Receptacles at Kit. Counter
-72. Garage Fire Door, Swing -Landing -Closer
,n Garage -Damper
jX_Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.
In Garage; Above Floor -Meth. Protection
., Elec. & Mach. Equip. Listed for Location
8. lec. eptacles in Garage; (G.F.I.)-Romex Protection
sulation-Foam-Looked in Attic ❑ Yes
uard Rails & Deck Construction -Post Caps
9. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Floor u Yes
80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No;
_0117nters 13Yes
_ixf Stucco Brow - finish
82. A. C. Unit; sconnect, Electrical, Plumbing
8 ants Above Roof; Pibg -Appliance-Fireplace: Clearance to
L#*. -We ell; Disconnect, Electrical, Plumbing
or Elec. Trim; G.F.I. Receptacle -Underground
e Brion Throughout House
8 . Glass Protection
88. dfi ns revious Inspections
es T eters Tagged; Gas -Electric
90. Wat r'& Sewer Connected -C/O to Grade -HD Approval
i
91-ZAergy Compliance Certificate -Other Certificates
Comments nal:
0
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Oroville, California 95965 - Telephone: 916.538-7541
APPLICATION AND PERMIT
PERMIT NO.
93-1566
ASS E550 PARCEL NUMBER
20NING�''.
AR5
BUILDING PERMIT
` 936"130 044
A •;
'-
OWNER
RICH NORTH
TELE ONE
534-7572
SO. FT. OCC. BUILDING
VALUATION
354 R 191 646.00
OWNER'S MAILING ADDRESS
484 M
8,712.00
WAY OROVIIIE 95966
CONTRACT O '-NAM5'1210D
PT
-_
TELEPHONE
911 6997
698 C
9,074.00
_
CONTRAC IIN A RE SA 2=5540
400 0
2,800.00
91171 T.QNC. BAR RT) DROVTT.T.F. Q9966
Fireplace "A"@3
4,500.00
CONSTRUCTION LENDER
-
UNKNOWN
Total Valuation $ 216,732,00
LENDER'S MAILING ADDRESS
Filing Fee
$ 155,00
Permit Fee
$ 1007.00
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$ 503.50
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Energy Plan Checking Fee
$ 20.00
Penalty
$
BUILDING ADDRESS
25 CIRCLE VIEW DR '
Permit fee
$ 1545.50
PLUMBING PERMIT
Filing Fee 1 15.00
Each Trap
151 5-001 75.00
Solar or heat pump water heater
1 20.00
LOT NO.
SUBDIVISION NAME
PARCEL MAP
Water piping
7.00 7,00
69-48
Each pas water heater or vent
7.00
USE OF STRUCTURE
Gas piping system 1 - 5 outlets
5.00 9,00
Building sewer
15.00 1 5-00
SFXX Duplex❑ Mobilehome❑ Other
Mobile Home I S FGTWT
@ 15.00
SPECIFY
TYPE OF WORK
New JX Addition iJ Remodel ❑ Utilities ❑ Installation[] Other ❑
Permit Fee
$
Describe work: SF 5 BEDRMS
Contractor
ELECTRICAL PERMIT
Filing Fee 15.00
Main service 200A OR LESS
18.50 18 U
Main service 200A TO 1000A,
37.50
CONTRACTORS LICENSE LAW
NEW CONST. r DWELLING 0CCUP.8
1
3.6Q sq.ft. '
I declare under penalty of perjury (Check One):
OR ADDNS. 1 ACC. BLDGS. r
NEW CON5TRULTI.OUTLET
@ 5.00
❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business
N.R ESI
NO D BRANCH C'RC', TS
APPARATUS e1
and Professions Code and my license is in full force and effect.
(POWER
SINGLE OUTLET CIR. r
License No. Classification
Ex. Occup(OUTLETS OR FIXTURES
20 760
I, as the owner, or my employees with wages as their sole compen-
FIXED APLNS.❑
Ex. Occup. OUTLETS PIRESID IREA.1
I 3.00
sation, will do the work,.and the structure is not intended or offered
Temporary service
15.00
for sale. (Sec. 7044)
I, as the owner, am exclusively contracting with licensed contract-
Mobile Home Facilities
15.00
ors. (Sec. 7044)
Misc. Wiring
g
15.00
❑ 1 am exempt under Sec. , Business and Professions Code
for this reason
Permit Fee
$ 17
-
Contractor
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
MECHANICAL PERMIT
Filing Fee 15.00
❑ The permit is for $100.00 (valuation) or less.
Heating
11.00
❑ 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.
Cooling
g
16.50
( I shall not employ any person in any manner so as to become subject
Hood
6.50 6,50
to the W. C. laws of California.
Ventilation
2 4.50 9..000
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
plt F
ertnFee
$ 58.00
provisions or this permit shall be deemed revoked.
Contractor
I certify that I have read this application and state that the above information
Mobile Home Installation Fee
$
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Ener Inspection Fee
9Y p
$ UU
Butte to enter upon the above-mentioned property for inspection purposes.
OCC COy�TTYPE 1942.15
I also agree to save, indemnify and keep harmless the County of Butte against
"gments,
R3 VN TOTAL FEE
$ i
all liabilities, j costs, and xpenses which may in any way accrue
HA2 DFEES IMP FLOOD CDF
PARCEL PD HD ISSUE j
against sai nt in consequenc the granting of this permit.
- - X X -
X - X X
/ /
X Date Z �'C��
This permit is hereby issued under the applicable provi-
,S
Signature of Applicant - Owner Contractor ❑ ❑ Agent
sions of the Butte County Code and/or resolutions to do
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
work indicated above for which fees have been paid.
ion of structures over 3 stories in height.
DI B C
WORKS
Receipt No. 143142-583.50//ZXXHMX-1358.65-143356
By
Dat 9
PERMIT EXPIRES Da e
WHITE-D.P. W., YELLOW-ASS[SSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT
COUNTY OF BUTTE '
BUILDING DIVISION I
DEPARTMENT OF DEVELOPMENT SEI,V4CES ,
146SHumboldt:Road , Chico, CA - (91'6) 91,27'8•1
"7 CountyC`Drive, Oroville, CA - (916):538 7541
/4 'EfliOtt Road, Paradise, CA - (916) 872-6367
CORRECTION NOTICE,-.
t
OWNER I PERMIT NO.
A routine inspection indicates that the following violations ofiButte County Ordinances exist at
the above address and should be corrected. Please notify this office wheri correction of work
is completed..lf you have any questions pertaining to this matter, or need additional explanation, -
please contact this office immediately.
-COUNYTY OF BUTTE
BUILDING DIVISION -
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 891-2751,
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE.
PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
�,��,�,•�,�.�� . ,o �>otv 1 � ; H � � 11 _ a ,,, ,., ,�1,►� u ,.�
!--- It _ 1
`t
4 Date Inspector e
REV 10/92
/A h
`4 i
y4
Date Z Inspector
REV 104 2 '
COUNTY OF BUTTE
BUILDING DIVISION
-
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 891-2751'
i,
7 County Centet Drive, Oroville, CA - (916) 538-7541
'
747 Ellidtt Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE. t
L
OWNER ' PERMIT NO.
j
'
A routine inspection indicates that the following violations of Butte County Ordinances exist at +:
the above address and should -be corrected. Please notify this office when correction of work. "
is com e'ted. If you have any questions pertaining to this matter; or need additional explanation,
ple a con act t is office i mediately.
411
/A h
`4 i
y4
Date Z Inspector
REV 104 2 '
a
OJUL-22-1994 10:`�5 FP,4DM' GEDRGIA—PACIFIC/SACTO. TO 15340735 P.02
APA.
Certificate -of conflonnan . ce
Certificate N° 19683
THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products
identified below and marked with a collective mark of American Wood Systems (AWS) were man-
ufactured in accordance with the specifications indicated below.
IN ANSI Standard A190.1-1983, for Structural Glued Laminated Timber
❑ NER 267.
Proof loaded end joints
Job Name GEORGIA PACIFIC CORPORATION
Job Location SACRAMENTO, CA
SAC -36130 072693
Customer's Order No. Date
5643
Mfgr's Order No. _ _
It
-Signature w, TitleQuality Control
�1 1 a son
Y Bohemia Inc . Address Vaughn, Oregon 07
Compan 2'793
Oate
ITIS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named
manufacturer which carries a collective mark of American Wood Systems (AWS) is subject to regular
I
udit by American Wood Systems, such audit consisting of the inspection with reasonable frequency
of,the manufacturing process, with adequate sampling to verify the quality of glulam construction and
the adequacy of glue bond.
mull -,4#,
cA��i
.t
�= SEAL - .
y
A/
Michael R. O'Halloran
Executive Vice President
14
1�
A -, P ATMAIO Pq
-Certificate of Conformance
Certificate N? 16724
THE UNDERSIGNED MANUFACTURER I-IEnEBY CERTIFIES that [he struclural wood products
Identified below and marked with a collective mark of American Wood Systems (AWS) were man-
ufactured in accordance with the specifications indicated below.
ANSI Slandard A190.1-1933, for Siructural Glued Laminated Timber
O NER 267
❑0
P1*0(:)l' 1cr::1.rlr-,ct rr►cl jc�irtl;;;
Job Name r✓ -Ti; ..(5l:i -4A.13,f:lc:,- I -.*:;1-?---(,
Job Location U&i
Customer's Order No. =A I D;rte
Migr's Order No. _ _J.,SJ.3
SignatureAlw-
-Y
—. 'rille ---------------------
Company BehAddress D:,Ic
IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named
manufacturer which carries a collective mark of American Wood Systems (AWS) is subject to regular
audit by American Wood Syslerns, such audit consisting of [lie inspection with reasonable frequency
of the manufacturing process, with adequate sampling to verify the qualily of glulam construction and
the adequacy of glue bond.
y — 1'e ---- —._._
Michael n. O'Halloran
Executive Vice President
nrma-nu,nrr wncm sr^rrr,a^ n nr-, nrrn r-nnrnnnrrnrr or- nMarmrnrt
Description of installation
'ROOF
Matcnmal Band Name
Thickncss'(inchcs) Thermal Rr w= (R -Value)
CEILING
But orBlankctType FIBERGLASS
Brand Name CERTAINTEED
]i»cfcncss (inches) ) :Z Thermal Resivance (R -Value)
ImseFmllType INSULSAFE. III Brand Name -Fn
Contractes's minimum installed weight/ft lb thickness / inches
Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) 3k
EXTERIOR WALL•
Material FIBERGLASS Brand Name CERTATNTPP.p
Thickness (inches) �,! Thermal Resistance (R -Value) /
RAISED FLOOR
Material FIBERGLASS Brand Name CERTAINTEED
Thickness (inches) ' Thermal Resistance (R -Value)
l
SLAB FLOOR
Material Brand Name
Thickness (inches) Thermal Resistance (R-Va! ue)
Width (inches)
FOUNDATION WALL
iw�rial FIBERGLASS
Thickness (inches)
Declaration
BrandNamc _CERTAINTEED
Thermal Resistance (R-Valuc)
I hcrtby certify that the above insulation was installed in the building at the above location in conformance with
.the current Building Energy Efficiency Standards for new residcribil buildings contained inTitle 24 of the
California Administrative Code.
Genual Contractot (Builder)
Signature WTidc
SHASTA INSULATION
r ub-C lot( anon lnuuncr)
Sipsatum and Tidc
license Number
Due
272941
licenc Number
Date
•{-r..rr r.�...-n--1(.�. J.,�,��,..�...r,..�nry,,v.-r..a�...v.,.t�r...� <vvr'�
COUNTY OF BUTTE - DEPARTMENT OFD
7COUNTYCENTERDRIVE -OROVILLE,(
PERMIT APPLICATI
CES - BUILDING DIVISION
65 - LEPHONE (916) 538-7541 U /
0
HEET
At time of permit application, I was advised the following data must be submitt"prior to permit processing and/or issuance:
DATE RECENED BY
1, All items have been submitted . ........................................
Plot plans, 04 sets, signed by preparer of plans . ..........................
3.. Complete plansoX sets, signed by preparer of plans . ......................
•4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ .
5. Hazardous Material Form . ............................................. .
6. Energy Design Compliance and supporting documentation . ................. .
K7. Statement of Intent for Non -Heated and A/C Buildings. ot
8. Engineered truss details and layout in duplicate (required prior to plan check). ....
9. Mobilehome data and manufacturer's installation instructions, 2 sets. ...... ....
.Eep. Fees of $ 1.358L .................................
11. Impact fees as shown on attached schedule ............................... .
2. California Department of Forestry plan approval/fees.........................
13. Flood elevation letter (100 year flood) by California Engineer ................... r�
Sanitation and plot plan approval 6W W 11e Health Department . ............ 'r
15. City of Chico plumbing permit . ......................................... 1
16. Plot plan and business license approval from City of Biggs/Gridley. . ... ........ .
17. Planning approval for (A) Use: (B) Parking: ........
18. Contact Land Development•about (A) Improvements, (B) Drainage. ....... .. .
Of i Ile 19. Driveway permit (construction approval required prior to occupancy). . .
st
20. Pre -inspection for required. .. o e.°,a.9I�spector (Date)
21. Contractor's license information. (No;, Name Style,. Classification) . .............. - _
22. Certificate of Workmans Compensation Insurance . ........................ .
23. Owner -Builder Verification (Given to owner Mail to owner
24. Recorded copy of Agricultural Acknowledgement Statement . .................g3
25. Letter of signature authorization . .........................................
26. Copy of recorded deed of parcel creation and 60 right of way to a. public road.
27. Letter of intent on building use. .
28. Mobilehome utility clearance. .............................................
29. Documentation of legal access . .....................
30. Documentation of 50% subdivision developed or (A) Road improvements completed
and (B) Parcel meets zoning area and frontage requirements . ...............
-/31. Existing violations/expir d
.erm'ts.
---�✓ 32. Plan check list. .......ETT-..cp.�11��vr.................
33.
-34.
When you issue the permit, process as follows: Mail to owner. Mail to contractor.
Telephone 53y- 7572- and hold for pickup atoffice. Deliver with inspector.
Other Zl ,
Parcel Creation a;
Acreage Applicant
Date `-/Z- 7^
Copy of Haz-Mat form sent Health Dept.- Fire Dept. Air Pollution Date
Copy of plans sent Health Dept. Fire Dept. Other Date By y
The following data must be submitted prior to permit issuanc( ircle
1. Index permit for above items No.
2. Additional items required:
Contractor esigner, owner, as advised of above required data by _phone mail Counter byjDate _�
Contractor, esigner, owner, was advised of above required data by _ phone _ mai Counter by _ Date
Plans checked by Date Plans approved by ✓ Date /9
Sets of plans on hold in
Copy - Department of Public Works
File cabinet AP folder
3
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
Owner
1. 11. t I s I
1'I,it I'lan Aunthcd _
tied t
to
/ Location
Plan Approved for: Sewage Disposal v Fater Supply
Clearance for 57' bedroom home. Othcr
Hold �final�f!
Finalarance O.K. i(r:
NOTE_
Environmental Health Specialist
8/92
I AP#
Public v Private Well
T—
V),Ite
.+''
COUNTY OF BUTTE - DEPARTMENT OF PUBLICjWORKS - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541
OWNER ld A.P. NO . .3( /3 U C5�/
PROPOSED BUILDING USE J DATE S ��
/ REC. # DATE REC
U. 1. School District Fees 0 "U (6f -C` C�
(paid at District Office)....... 3
2.. Sheriff Fees
(paid at Building Department)
1-51
Residential X
unit amt.
Commercial(per sq.ft.) X =$
sq.ft. amt.
3. Urban Area Fees
(paid at Building Department
Residential (per unit) X _$
# units amt.
Commerical(per sq.ft.) X =$
sq.ft. amt.
4. Recreation District Fees
(paid at District Office)
5. Drainage District Fees
(Contact Land Development)
6. Other
7. Other
At time of permit application, I was advised the above fees are required to be paid prior
to issuance of the permit.
APPLICANT DATE S ��
� 1\ y;W'4WWN rIY � F.' TYr. : r; e�..w�....-fir..-.•.,- : n.«r��.lIId?',�',Lt�,K�i„
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One Form Per Building)
School Distri ct �e2��✓�-( Building Department No.
I
A.P. Number`G��-OVL/Jurisdiction City ® County
Property Owner
Property Location/Address
a0ay/
Subdivison Lot No.
Residential Development 0
No. of &nfg MHI Addition
Units
Commercial/Industrial
0
New
Building Department Representative
Addition
(Floor Plans reviewed by School District Personnel)
Sq. Footage 3 SLI
(Group R)
Sq. Footage
Date
District Identification No.
School District certifies thatL
(Applicant)
(Including Exterior
Roofed Areas)
(Street Address) (Phone Number)
(City) (State) (Zip Code)
has complied with the requirements of Resolution No. C/ /- %2 - / 7 by payment of $
representing ��� 9. square feet.
School District Representative,
Paid by Check Number Remarks:
Bank Number Aa-
Paid
o -a /, 1
Paid by Cash
Date
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee
Certification Form, the School`District is notified by the applicable Local Planning Agency that this project
is being reviewed under the California Environmental Quality Act (CEQA), this,project may be subject to
additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeform.wkl (4/92)
9875 Falcon Meadow Drive
Elk Grove, California 95624
(916)685-2832
November 11, 1993
Mr. John R. Henry
BUTTE COUNTY BUILDING DIVISION
Department of Development Services
7 County Center Drive
Oroville, California 95965-3397
Re: North Residence -
Dear Mr. Henry:
You will find enclosed the additional information requested in your Plan check list dated October
14, 1993. This resubmittal contains revised plans and calculations per your request. The
following is an item by item list of action taken on each item contained in your correspondence.
1. All engineering requirements have been shown on the plans and sketches attached to
the plans.
XThe calculations for retaining walls have been revised to include 1,500 psf foundation
bearing pressure, 200 psf/ft lateral bearing (passive) and 0.35 friction coefficient
because no soils report is available for this site.
( 3./ The basement wall that supports the garage slab. has been revised to include the
surcharge load imposed by vehicle loading in the garage. Revised calculations are
enclosed.
A note has been added to sheet 5 regarding temporary shoring during backfill
operations.
5. The foundation wall dimensions shown on the plans are coordinated with the
calculations. Note that the calculations indicate maximum wall heights for each
condition.
Reinforcing that is shown for CMU walls is in compliance with U.B.C. Section 2407.
Note that this is a 2 story structure.
The calculations provided indicated reinforcement at 32" o.c. The plans have been
updated accordingly.
Mr. John R. Henry
November 11, 1993
Page 2
8. An additional detail has been provided for the clear story area. Calculations have also
been provided for combined axial and bending loads on the column at this location.
X I
A specification sheet has been added to the front of the plans.
10. Please refer to ICBO report No. 1823/1318 in regard to the type F shear wall.
However, please note that the shear walls have been revised on this set of plans.
11. The load on beam GLB2A has been revised for loading from two floors. Calcs have
been revised accordingly. Please note that the span of this beam has been reduced by
the addition of a post and footing:
12. Footing calculations have been enclosed for various footing sizes and post loading
from beams. Drawings have been updated accordingly.
Plywood specification has been updated.
Retaining wall calculations have been revised to include conditions with no axial
loading to verify safety against sliding and overturning.
15. Method of calculation of shear wall loads has been revised so that all walls on one line
have equal wall shear loads. Shear wall designations on the plans have been updated
accordingly.
16. There appears to be only three locations where holdowns occur over beams or
headers. Drawings have been updated to include additional strap connections to
assure load path continuity.
17. Details have been provided to show typical shear transfer from roof to foundation.
18. Size and location of footings have been updated on the drawings.
19. The size of the front porch has been revised as requested.
20. Location of the glu-lam beam has been revised.
21. Shear wall lengths for calculations have been coordinated with the plans.
Mr. John R. Henry
November 11, 1993
Page 3 '
22. The calculations for the lateral analysis have been revised to indicate specific shear
wall data including Unit shear, overturning moment, resisting moment under dead
load conditions only, holdown requirements and anchorage requirements. The
drawings have been updated accordingly.
I trust that the information provided herein will provide clarification as necessary to complete
your review, of the North Residence documents. If you or your staff have any questions do not
hesitate to give me a call.
Very truly yours,
Mark Wright
cc: Ritch North a
r
Mark Wright
9875 Falcon Meadow Dr.
Elk Grove, Ca 95624
Dear Mr. Wright:
DATE: October 14, 1993
RE: Proposed Residence
A. P: -036-130-044 B.P.# 93-1566
With reference to the above subject, attached is:
[] Plan check list
[ ] Red marked calculations
[ ] Red marked plans
Other:
ACTION REQUIRED:
[XXX] Comply with plan check list
CXXX] Resubmit plans with revisions as required
[KXX] Resubmit calculations with revisions as required.
Remarks:
If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00.
cc: Richard North Very truly yours,
John R. Henry
Plan Check Engineer
utte Count
� n i
M EA T= A IN
+ BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES "
7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397
TELEPHONE: (916) 538.7541
FAX: 19161 538-2140
DATE: October 14, 1993
RE: Proposed Residence
A. P: -036-130-044 B.P.# 93-1566
With reference to the above subject, attached is:
[] Plan check list
[ ] Red marked calculations
[ ] Red marked plans
Other:
ACTION REQUIRED:
[XXX] Comply with plan check list
CXXX] Resubmit plans with revisions as required
[KXX] Resubmit calculations with revisions as required.
Remarks:
If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00.
cc: Richard North Very truly yours,
John R. Henry
Plan Check Engineer
Permit Applicant: Richard North IDate: 10/14/93
Permit # 93-1566
The above referenced building plans were reviewed by this office.
Provide additional information and/or make appropriate revisions
to plans, specifications, and calculations as follows:
1. All engineering requirements are to be clearly shown on the plans.
Butte County allows 1,500 psf foundation bearing pressure; 200 psf/ft lateral
bearing (passive) and 0.35 friction coefficient without a soils report. Re-
vise retaining wall design accordingly.
RGarage wall which supports the garage slab must bedesign for surcharge (ve-
icle) loading. �u� G'E AjO_ 1&,f&aOE49
Provide a note on the plans that shoring is required to support wall during
backfill operation for wall which is supported at the top.by a slab.
Coordinate foundation wall dimensions shown on plan with requirements in cal-
culations.
SEc7-iov F - / S�1 T S NG
6: Reinforcing in CMU walls must comply with U.B.C. Section 2407.
8" CMU cannot have reinforcing spaced at 30" o.c. as shown on plans.
/8! Provide complete framing details of clerestory at entrance. Provide analysis
for combined bending and compression due to wind load "normal" to wall.
XProvide complete specifications for all structural materials. (Concrete, re-
inforcing, masonry units, grout, mortar, lumber, anchor bolts, glue laminated
beams, etc.)
Clarify allowable load for type F shear wall, specifically source of informa-
tion. See U.B.C. Table 47 I.
6?X /P5 /?Elaay.
6�rBeam GLB2A supports two floors. Calculated load is incorrect - revise accord-
ingly.
Provide calculations for and specify size of footings which support beams.
Current plywood specification is not PSI - 74.
14. Retaining walls must be stable against sliding and overturning with dead load
only. Clarify 1,000 lb. axial load used in wall calculations.
Clarify why shear walls in one line do not have equal wall shear loads. This
is not consistant with the design assumptions used for flexible diaphragms.
P&'SEI)
16. Holdowns which occur over beams or headers below must be analyzed and have
load path continuity to the foundation.
17. Plans must include complete shear transfer details showing load path contin-
uity from roof to foundation at all shear walls.
18. Specify size and location of all footings on foundation plan.
Coordinate size -of -front porch on-framing`plan-and.floor =plan..-
Location of glu-lam beam is incorrectly shown on section SS -1.
1, Coordinate shear wall lengths shown on plans with that of calculations.
22. Clarify meaning of "Panel Moment Capacity," and why these values differ for
wind and seismic loading. Calculations should include wall shear, overturn-
ing moment, resisting moment, holdown required, and anchorage.
I
7 111t e County
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965.3397
TELEPHONE: (916) 538-7541
FAX: (9161538-2140
Mark Wright DATE: June 18, 1993
9875 Falcon Meadow Dr.
Elk Grove, CA 95624 RE: North'Residence
Dear Mr. Wright: A. P: 036-130-044 B•P•# 93-1566
With reference to the above subject, attached"is:
VXX] Plan check list
[ ] Red marked calculations
[ ] Red marked plans
Other:
ACTION REQUIRED:
RXX] Comply with plan check list
EXX] Resubmit plans with revisions as -required
[ ] Resubmit calculations with revisions as required.
Remarks:
If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00.
cc: Rich North Very truly yours,
John Jr. Henr
Plan Check Engineer
pp # Rich North Permit
Permit Applicant: 93-1566
A.P. No.' 036-130-044 Date: June 18, 1993
The above referenced plans were reviewed by this office.
Provide additional information and/or make revisions to'plans-,
specifications, and calculations as follows:
Design engineer must include his address and telephone number on calculations
and plans to facilitate communication with this office.
!/Butte County lies within a 75 MPH design wind speed zone per U.B.C. and.
ANSI -A58. Revise design accordingly.
3. Provide complete shear transfer details which provide load path continuity
from point of origin.to load resisting element per U.B.C. Section 2303. Shear
transfer from roof diaphragm to walls, through floor system, to foundation
must be clearly.shown.
------ 73(-06. ! s 7'a _O(Ia Yt-Y. CCK C S . .
Provide second exit at third floor per U.B.C. Section 3303.
Clarify glulam beam size. 1 Z" lamination is the stock size. �v3�l�•i�lS Nil
Clarify loading values for beams. Provide calculations showing how load was
arrived at.
The lateral design (structural) plan .check was not done due to insufficient -
plans.
Return to DPW... AGRICULTURAL STATEMENT OF ACKN WLEDGEKFM
.4, FOR RMIDENTIAL DEVELOPMENT J
Section 26-8.1 of the Butte County Code
requires this acknowledgement be recorded n
prior to issuance of a building permit.
:�-02C�„j" 9 47 1 Rec Fee
The property described herein is adjacent I Check
to land or included within an area zoned Recorded I
for agricultural purposes, and residents Official Records I
of this property may be subject to incon- County of I
veniences or discomfort arising from the Butte I
use of agricultural chemicals, including; Candace J. Grubbs I
but not limited to herbicides, pesticides,
and , fertilizers; and from the pursuit Recorder I
10:27am 22 -Jun -93 I PUBL
8. 00
8.00
XX 2
of agricultural operations including,
but not limited to cultivation, plowing,
spraying, pruning, and harvesting which
occasionally generate dust, smoke, noise, and odor. Butte County has established agricul-
tural zones which have as a priority use for productive agricultural purposes, and residents
within said zones and on adjacent property should be prepared to accept such inconvenience
or discomfort from normal, necessary farm operations.
All that real property situate in the County* of Butte, State of California, described as
follows: 1 !�
l9�9 - t%l3 E -13 0 - O Vey
Date:
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
tate of ra 1 i fc�rni a
ounty of Butte
PROPERTY0 RS:
d
T
Patsy L Carter, Notary Public ,
On before me, NAME, TITLE OF OFFICER - E.G., JANE DOE, NOTARY PUBLIC
DATE r /I i , n /
personally appeared i/,6KI-C-1e r "
personally known to me - OR -Improved to me on the basis of satisfactory evidence
to be the person(s) whose name(s) is/are
subscribed to the within instrument and ac-
knowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s),
PATrYL.cnpTFQ or the entity upon behalf of which the
ppppp¢ w°� i°�'� Prson s acted, executed the instrument.
� [ - NOt plbflCi:ONtbRtiQ� •� p .. (`) -
„ ' eurTE couwy
No. 5193
OPTIONAL SECTION
CAPACITY CLAIMED BY SIGNER
Though statute does not require the Notary to
till in the data below, doing so may prove
invaluable to persons relying on the document.
INDIVIDUAL
C] CORPORATE OFFICER(S)
TITLES)
PARTNER(S) LIMITED
GENERAL
ATTORNEY. IN -FACT
TRUSTEE(S)
GUARDIAN/CONSERVATOR
OTHER:
I SIGNER IS.REPRESENTING:
�"' MAY 11•IOP6 y hand and official seal. NAME of PERsoN(s) OR ENTITY(IES)
WITNESS
SI TURE OF NOTARY
s.� nPTIONAL SECTION
iCRIPTION
90-11983
ORDER NO. BU -111277-3
ALL THAT CERTAIN REAL PROPERTY SITUATE IN
CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS:
THE STATE OF
PARCEL I:
A PORTION
OF LOT 126,
AS SHOWN ON THAT CERTAIN
MAP ENTITLED,
"OFFICIAL
MAP OF OROVILLE WYANDOTTE FRUIT LANDS
UNIT NO. 4",
WHICH MAP
WAS RECORDED
IN THE OFFICE OF THE RECORDER OF THE
COUNTY OF
BUTTE, STATE
OF CALIFORNIA, ON DECEMBER
17, 1927, IN
BOOK 11
OF 'MAPS, AT
PAGE(S) 27, 28, 29, 30
AND 31, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 126; THENCE NORTH
ALONG THE WESTERLY BOUNDARY OF LOT 126, A DISTANCE OF 470 FEET;
THENCE LEAVING SAID WESTERLY BOUNDARY, NORTH 88 DEG. 52' 13" EAST
A DISTANCE OF 530 FEET TO A POINT IN THE EASTERLY BOUNDARY OF
SAID LOT 126; THENCE SOUTH ALONG SAID EASTERLY BOUNDARY A
DISTANCE OF 470 FEET TO THE SOUTHEAST CORNER OF SAID LOT 126;
THENCE SOUTH 88 DEG. 52' 13" WEST, ALONG THE SOUTHERLY BOUNDARY
OF LOT 126, A DISTANCE OF 530 FEET TO THE POINT OF BEGINNING.
PARCEL II•
AN EASEMENT FOR WATER PIPELINE TOGETHER WITH RIGHT OF INGRESS AND
EGRESS FOR THE INSTALLATION, MAINTENANCE, REPAIR OR REPLACEMENT
OF SAID PIPELINE; SAID EASEMENT IS DESCRIBED AS 4 FEET WIDE; 2
FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE:
BEGINNING AT A POINT IN THE EAST LINE OF LOT 126, REFERRED TO IN
THE ABOVE DESCRIBED PARCEL I, WHICH POINT IS 340 FEET SOUTH OF
THE NORTHEAST CORNER OF SAID LOT 126; THENCE WEST A DISTANCE OF
30 FEET; THENCE SOUTH, PARALLEL TO THE EASTERLY BOUNDARY OF SAID
LOT 126, A DISTANCE OF 388.29 FEET; THENCE SOUTH 88 DEG. 52' 13"
WEST, PARALLEL TO THE SOUTHERLY BOUNDARY OF SAID LOT 126, A
DISTANCE OF 530 FEET, MORE OR LESS, TO A POINT IN THE WEST LINE
OF LOT 126.
END OF DOCUMENT
8
vro TV
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—TAN— 1 S-94 T H U 1 4 2 2 SAE C H C
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HAA -W Lk)944-Wr
WoR-k 45 WIS
IP004i'-
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44\�
p
RETAINING WALL CALCULATIONS — TYPE C WALL
WORKSHEET C — OVERTURNING, SLIDING, and BEARING ANALYSIS
;SOIL PROPERTIES: � SLIDMG RESISTING FORCE:
FRICTION
'assumed active soil pressure (EFP): 30•psf. coef. of frictioWEIGHT ;
n
assumed passive soil pressure; ` "204.psl, j i 0.35 ` 4,845)b. 1,696 Ib.
�
.
coefficient of friction: 0:35 NOTAL
allowable soil bearing pressure: 1,504:.psf.
OVERTURNING RESISTING FORCES:
AREA FORCE ARM i MOMENT
w(i)f 372 lb. ` 2.00 ft. 744 ft.lb. {
PASSIVE TOTAL
100 Ib. 1.796 tb
1, 796 Ib
SLIDING FORCE:
OTA LF0RCE FORCE @ TOPI FORCE @ BOTTOM I TOTAL SLIDING(
1,059 Ib. 353 Ib. 706 Ib. 706 Ib.
TOTAL 706 lb.
W(s) 2,880 lb. i 4.00 ft. 1 1, 520 ft -Ib.
> 1.25
SAFETY FACTOR ON SLIDING:
W(W)
768 Ib. �
200 ft.
1,536 ft.lb.
w
825 Ib.
2.75 ft.
2,269 ft.lb.
w k
0 Ib.
2.00 ft.
Ott..
SUBTOTAL
4,845 Ib.
16,069 ft.10'
top restraint
452 Ib.
9.00 ft.
4,064 ft.lb.
TOTAL
20,132 ft.1b.
OVERTURNING FORCES:
AREA FORGE ARM :MOMENT
W(s) 1,059 Ib. 3.00 ft. 3,178 ft. 1b.
(TOTAL 1.059 Ib. i 3.00 ft. 3,178 ft.lb.
NORTH RESIDENCE
CHECK IF LOCATED IN MIDDLE THIRD:
distance from center of tooting (a) is: 0:75 ft: < 0.92 ft.
CHECK BEARING PRESSURE:
Iq(max}= ..,•:.:1 601` sf.:;:: < 1,500 ps
SAFETY FACTOR ON OVERTURNING: 6.3 > 2
14—Dec-93
FILE: REM -WK3
T
UJ
03G� /30 -- D44
SPECIFICA TIONS?,
1. CONCRETE 7 f c=2000 PSI @ 28 DAYS
2. REINFORCING - ASTM 'A615, GRADE 40 MIN
J. LAP SPLICES - 20" MIN
4. FOOTINGS SHALL BE EXCA VA TED INTO FIRM, UNDISTURBED SOIL TO DEPTH D
FLOORS HORIZ BARS VERT BARS T B- D
ONE #4@13"0. C. #4@22 "0. C. 6" 12" 12"
*FLOORS REFERS TO NUMBER OF FLOORS PER UBCY-
TABLE 29-A, WHERE GARAGE SLAB IS FIRST FLOOR.( -c / nii
PAT/D S Cft6
6X6-10/10 WWF
® SLAB CIL
3 1/2" --—
SLAB
COMPACTED
BA CKFILL
HORIZ. BARS
VERT. BARS
UNDISTURBED
SOIL ;
DOWELS #4X —
® 48" 0. C.
6"
MAX
26" ALTERNATE CURB
FOR HEIGHT 24" OR
LESS, NO REINF.
IS REQUIRED.
PROVIDE SHORING FOR
3" CLR 1 - #4 CONT. WALL DURING BACKFILL
F IN FOO D_ UN11L SLAB HAS
F DA YS
Aliy
ER H HTS OR CONDI TIONS REQUIRE ENGINEERING A n pARTAPP.
%J
RESIDEN77AL IMETAM FOUNDATION WALL REV
scncE J/s A /92
BUTTE COUNTY BUILDING DEPARTMENT DWG: WALL2R STD 125
f
3275 �
SbQ'o C
5Z'S
52'5
0
A.P. No. 036-130-044
CIRCLE VIEW
OROVILLE, CA 95965
STRUCTURAL CALCULATIONS
prepared by
MARK WRIGHT
9875 Falcon Meadow Drive
Elk Grove, California 95624
(916) 685-2832
Revised -November 11, 1993
t
%0 Essloa
s : No. 40020 •
n
1 UP. X13'
`? '••.CIV\L •..
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C
1 ST LEVEL LAYOUT
WORKSHEET A
line 1
81-0
line 2
S
27'
—
linea
T
7'— 0"
line 4 1
S
line 5 2'
line 6 2'
6'— 8
2'
line 7
NOTE: B indicates beam or header
S indicates shear wall
P indicates post
GL indicates glue lam beam
J indicates joists
R indicates rafters
50'— 6"
a
16-0"
b
10'-0"
48'
c
)d
22'— 0"
e
line A I line B I line C I line D
NORTH RESIDENCE 08— Nov -93 FILE: LAYOUT2.WK3
2ND LEVEL LAYOUT
WORKSHEET A.
line 1
line 7
NOTE: B indicates beam or header
S indicates shear wall
P indicates post
GT indicates girder truss
50'— 6"
2' '35'— 0" 2'
I I
2'
7'-0"
41
2'
14'-0" 21'-6"
line A I line B I dine C I line D
M
8'—
line 2
27'
line 3
7'-0"
line 4
1
line 5
2'
line 6
2
line 7
NOTE: B indicates beam or header
S indicates shear wall
P indicates post
GT indicates girder truss
50'— 6"
2' '35'— 0" 2'
I I
2'
7'-0"
41
2'
14'-0" 21'-6"
line A I line B I dine C I line D
M
I
I
�
I
. . .
I �
I
. .
*
I
VERTICAL - WORKSHEET A � '
BEAM CALCULATIONS - LOAD ASSUMPTIONS
. . .
I .
-
-
'
LOAD DURATION, FACTORS: 0.90 for dead load
1.00 for live load
I
-
I I
1.15 for snow load
.. 1.25 for roof live load
I - 1.33 for EQ or Wind load
. '
1 2.00 for impact load
. �
I
I
.1%1
" --
" \-'
",
. I
. I
I
I
I
. .
I
I
NOTES: . . .
I
(1) Refer to schematic layouts. . .
(2) Selected from Load Duration Factor Table. - I
I
I . I
I
I
NORTH RESIDENCE /FILE: VERTICAL.WK3 29 -Oct -93 . PAGE _I OF- +
BEAM
BEAM'
I .
CONTRIBUTING UNIFORM LOADS ( sf.) ' .
.
UNIFORM
LEVEL
NO.
SPAN
TRIBUTARY
L.D.F.
ROOF
ROOF
.
CEILING
WALL -
FL OOR �
FLOOR
OTHER
I
TOTAL
I LOAD ON
(1)
(1)
� (1) -
AREA pe r ft.
(2)
D.L.
L.L.
D.L.
D.L. .1
D.,L.
L.L.
�
LOAD
�
LOAD
BEAM (W)
� --;- ....
- ...............
..... '�i�!�i�i�-"."'.-'."-.�
.....
.......
...............
aseft-ft- 88-1, -
.0
- On - '
.1'
* .... . .. .. .
....'.".'-,..*'*.*.."....,:S"..,:ft.
..... .... .. -
.. .. .. .
......... g.. ..
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......................- .... � ....
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::�iiii�iiii�iiiV." ,'.'��."-'..'.'.-'i:i:iii.."�:.�.
....................:-------.......:....-
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...... . . . .
. .....
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.
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......... :..,..n
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.'. %':-'-'..:.:.X.:.:.%'..W
"""" ' �
......-.1.................
- 65 psf.
---.
585 ppf.
mm;"w�
... ..... ................ ... . .. ......
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- emen t .-.-.-.-.-.-.%-.-.-.-.-.-.-.-.
Basement t 1B 0 '16"
- ........................-Y.
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'+1
VERTICAL - WORKSHEET B
BEAM CALCULATIONS (BEAMS 4' WIDE AND LESS)
.: ..:..., :..:. . .: MATERIAL SPECIFICATION: MODULUS OF ELASTICITY:
ALLOWABLE STRESSES: F(b)-single use: 1:;450;: psi.
F(b)-repetitive use:
psi.
FM: 95 psi.
F(c)perp: :385::: psi.
FORMULAS: A (required for shear) = 1.6*PA.DF*F(v)
I (required for deflection) = 6*W*L*L*L*144*360/384*E
S (required for bending) = 1.6*W*(L*L)/LDF*F(b)
P (supported) = L*W/2
A (required for bearing) = P/F(c)perp
(1) Refer to Worksheet A.
(2) Cross sectional area required.
(3) Moment Of Inertia required to limit deflection to Span/360.
(4) Section Modulus required for Single Use Members.
(6) Section Modulus required for Repetative Use Members.
(6) Load that must be carried by supporting member.
(7) Bearing Surface required.
NORTH RESIDENCE / FILE: VERTICAL.WK3 29 -Oct -93 PAGE 2 OF
Shear
Deflection
Single
Use
RepetatNe
Use
Support
Load
Bearing
Surface
SPECIFICATION
(MUST BEV' WIDE OR LESS)
Beam
Number
1
Beam
Span (L)
1
Uniform
Load (W)
1
LDF
1
A
required
1
required
3
S
required
4
S
required
P
Imposed
A
required
ALLOWABLE BEAM SIZE
POST SIZE
BB1a
5 ft
585 ppf,
1.00
23.1 In.2
29.0 in.4
15.1 In.3
13.3 in.3
1,463 Ib.
3.8 In.21
4x10
04
BBIb
4 ft.
585 ppf.
1.00
18.5 In.2
14.9 in.4
9.7 In.3
8.5 In.31
1,170 Ib.
3.0 in.
4x8
2x4
1381c
6 ft.
585 ppf.
1.001
27.7 In.2
50.2 In.4
21.8 In.3
19.1 In.j
1,755 Ib.
4.6 ln.0
010
4x4
BB2a
3 fL
845 ppf.
1.001
20.0 In.2
9.1 In.4
7.9 In.3
6.9 In.3
1,268 Ib.
3.3 ln.j
08
2x4
GLB2a
16.5 IL
1,625 ppf.
1.00
211.7 ln.2
2,898.4 InA
457.7 In.3
402.2 In.3
13,406 Ib.
34.8 In. 0
SEE WORKSHEET C
B11a
16 ft.
144 ppf.
1.00
18.2 In.2
234.2In. 4
38.1 In.3
33.5 ln.3
1, 152 lb.
3.0 In.0
4x12
04
B11 b
6 ft.
808 ppf
1.00
38.3 In.2
69.3 In.4
30.1 In.3
26.4 ln.3
Z424 Ib.
6.3 in.
4x12
4x4
B11c
4 ft
808 ppf.
1.00
25.5 In.2
20.5 in.4
13.4 In.3
11.8 In.3
1,616 Ib.
4.2 In.21
08
0r4
B11d
6 ft
808 ppf.
1.00
38.3 in.2
69.3 in.4
30.1 In.3
26.4 in.3
Z424 Ib. 1
6.3 in.21
012
04
B7 2a
$ fL
630 ppf.
1.00
39.8 In.2
128.1 In.4
41.7 In.3
36.7 In.3
2,520 Ib. 1
6.5 In.0
4x12
4x4
BI 2.5a
3 fL
1,313 ppf.
1.001
31.1 ln.2
14.1 In.4
12.2 In.3
10.7 In.3
1,970 Ib.
5.1 In.0
010
04
B13a
3 fL
1,010 ppf.
1.00
23.9 In.2j
10.8 In.4
9.4 In.3
8.3 In.3
1,515 Ib.
3.9 In.j
4x8
2x4
B14a
6 R
404 ppf.
1.00
19.1 ln.2
34.6 In.4
15.0 In.3
13.2 In.3
1,212 Ib.
3.1 In.0
4x6
2x4
B15a
6 fL
630 ppf.
1.00
29.8 In.2
54.0 In.4
23.5 In.3
20.6 In.3j
1,890 Ib.
4.9 In.0
4x10
4x4
GL16a
21.5 ft.
396 ppf.
1.00
67.2 In.2
1,562-7 In.4
189.4 In.3
166.4 In.31
4,257 Ib.
11.1 In.
EE WORKSHEET C
B16.5a
15 ft
144 ppf.
1.00
17.1 in.2
193.0 in.4
33.5 in.3
29.5 ln.311
1 080 Ib.
2.8 in.21
010
aro
BI 6.6b,
13 ft.
180 ppf.
1.00
18.5 In.2
157.0 In.4
31.5 In.3
27.7 In.3j
1,170 Ib.
3.0 In.0
4x10
2x4
B17a
16 R
216 ppf.
1.00
27.3 In.24
351.3 In.4
57.2 In.3
50.3 In.
1,728 Ib.
4.5 In.
4x12
4x4
B21a
8 fL
759 ppf.
1.00
47.9 in.2
154.2 In.4
50.2 In.3
44.1 In.
3,034 Ib.
7.9 In.
4x14
4x4
B21b
6 ft.
759 ppf.
1.00
35.9 In.2
65.1 inA
28.2In. 3
24.8 In. N
2,276 Ib. 1
5.9 In.0
4x12
4x4
B24a
12.5 fL
759 ppf.
1.00
74.9 In.2
588.2 In.4
122.6 In.3
107.7 ln.j
4,741 Ib.
12.3 In.O
SEE WORKSHEET C
B24b
21.5 ft.
759 ppf.
1.00
128.7 In.2
Z993.11 In.4
362.7 In.3
318.7 In.
154 Ib.
21.2 In.
EE WORKSHEET C
GT24a
21.5 ft
759 ppf.
1.00
128.7 in.2
993.1 in.4
362.7 In.3
318.7 in.3
8,154 Ib.
21.2 In.2
/ZED BY MANUFACTURER
0
0 ft.
0 ppf.
1.00
0.0 In.2
0.0 In.4
0.0 In.3
0.0 In.
0 Ib.
0.0 In.
0
0 ft.
0 ppf.
1.00
1 0.0 In.2
0.0 In.4
0.0 In.3
0.0 In.
0 Ib.
NORTH RESIDENCE / FILE: VERTICAL.WK3 29 -Oct -93 PAGE 2 OF
VERTICAL - WORKSHEET C
BEAM CALCULATIONS (BEAMS 6" WIDE AND GREATER)
ALLOWABLE STRESSES: F(b)-single use: 1;350.:: psi.
F(b)-repetitive use:ili:taltoVved
......::..............:..
F(v):
F(c)perp: >[»:385:„ psi.
FORMULAS: A (required for shear) = 1.6*P/LDF*F(v)
I (required for deflection) = 6*W*L*L*L*144*360/384*E
S (required for bending) 1.6*W*(L*L)A.DF*F(b)
P (supported) = L*W/2
A (required for bearing) = P/F(c)perp
MODULUS OF ELASTICITY: >`:<>>::>>:>:.
NOTES:
(1) Refer to Worksheet A.
(2) Cross sectional area required.
(3) Moment Of Inertia required to limit deflection to Span/360.
(4) Section Modulus required for Single Use Members.
(6) Section Modulus required for Repetitive Use Members.
(6) Load that must be carried by supporting member.
(7) Bearing Surface required.
NORTH RESIDENCE / FILE: VERTICAL.WK3 29 -Oct -93 PAGE 3 OF 4-
Shear
Deflection
Single
Use
Repetative
Use
Support -
Load
Bearing
Surface
SPECIFICATION
(MUST BE V' WIDE OR GREATER)
Beam
Number
1
Beam
Span (L)
1
Uniform
Load (W)
1
LDF
1
A
required
2
1
required
3
S
required
4
S
required
6
P
Imposed
A
required
ALLOWABLE BEAM SIZE
POST SIZE
BB1a
5 ft
585 ppf.
1.00
25.8 In.2
30.8 in.4
16.3 in.3
N/A
in.3
1,463 Ib.
3.8 In.2
6x6
ar6
BB 1 b
4 fL
585 ppf.
1.00
20.6 In.2
15.8 In.4
10.4 In.3
N/A
In.N
1,170 Ib.
3.0 In.
6x6
2x6
13131c
6 ft
585 ppf.
1.00
31.0 In.2
53.3 In.4
23.4 In.3
N/A
In.31
1,755 Ib.
4.6 In.0
6x8
2x6
BB2a
3 ft.
845 ppf.
1.00
224 In.2
9.6 In.4
8.5 In.3
N/A
In.3
1,268 Ib.
3.3 In.21
6x6
2x6
GLB2a
16.5 IL
1,625 ppf.
1.00
236.6 In.2
3,079.6 In.4
491.6 In.3
N/A
In.3
13,406 Ib.
34.8 In.
SEE WORKSHEETD)
B11 a
16 R
144 ppf.
1.00
20.3 In.2
248.8 In.4
41.0 In.3
N/A
In.3
1,152 lb.
3.0 In.A
6xi 0
2x6
B11b
6 R
808 ppf
1.00
428 In.2
73.6 In.4
323 In.3
N/A
In.3
Z424 Ib.
6.3 In.
6x10
4x6
B11c
4 ft
808 Pppf..
1.00
28.5 In.2
21.8 In.4
14.4 in.3
N/A
in.3
1 616 Ib.
4.2 in.
6x6
Zr6
B11d
6 ft
808 ppf.
1.00
428 In.2
73.6 In.4
323 in.3
N/A
in.3
424 ib.
6.3 In.0
6x10
4x6
B1 2a
8 It
630 ppf.
1.00
44.5 In.2
136.1 In.4
44.8 In.3
N/A
in.
2,520 Ib.
6.5 ln.0
6x10
4x6
BI 2-6a
3 R
1,313 ppf.
1.00
34.8 In.2
15.0 In.4
13.1 in.3
N/A
In.1
1,970 Ib.
5.1 ln.0
6x8
4x6
Bi 3a
3 fL
1,010 ppf.
1.00
26.7 In.2
11.5 In.4
10.1 In.3
N/A
In.j
1,515 IN
3.9 In.0
6x6
2x6
B7 4a
6 R
404 ppf.
1.00
21.4 In.2
36.8 In.4
16.2 In.
N/A
In.
1,212 Ib.
3.1 In.0
6x10
4x6
B1 6a
6 It.
630 ppf.
1.00
33.4 In.2
57.4 In.4
25.2 In.3
N/A
In.
1,890 Ib.
4.9 In.0
6x8
4x6
GLI 6a
21.5 R
396 ppf
1.00
75.1 In.2
1,660 ' 3 in.4
203.4 In.3
N/A
InA
4,257 Ib. I
11.1 In. 21
6x16
4x6
B16.5a
15 ft
144 ppf.
1.00
19.1 In.2
205.0 In.4
36.0 in.3
N/A
In.31
1,080 Ib. 1
28 In.2
6x10
Orb
BI 6.6b
13 IL
180 ppf.
1.00
20.6 In.2
166.8 In.4
33.8 In.3
N/A
In.
1,170 Ib.
3.0 In.0
6x8
2x6
131 7a
16 ft.
216 ppf.
1.001
30.5 In.2
373.2.In.4
61.4 In.3
N/A
In.
1,728 Ib.
4.5 In.0
6x10
4x6
B21a
8 ft.
759 ppf.
1.00
53.5 In.2
163.8 In.4
53.9 In.3
N/A
in.
3,034 Ib.
7.9 In.0
6x10
4x6
B21
6 I
759 ppf
1.00
40.2 In.2
69.1 In.4
30.3 In.3
N/A
In.j
2,276 Ib.
5.9 In.0
6x8
4x6
B24a
125 fL
759 ppf.
1.00
83.7 In.2
625.0 In.4
131.7 in.3
N/A
In.
4,741 Ib.
123 ln.0
6x16
4x6
B24b
21.5 fL
759 ppf
1.00
143.9 In.2
31180.2 In.4
389.6 In.3
N/A
In -31,
8,154 Ib.
21.2 In.
8x22 SEE WORKSHEET D
6x8
GT24a
21.5 ft
759 ppf.
1.00
143.9 In.2
3,180.2 In.4
389.6 in.3
N/A
in.3
8,154 Ib.
21.21n.
912ED BY MANUFACTURER
0
0 fL
0 ppf
1.0011
0.0 In.2
0.0 In.4
0.0 In.3
N/A
In.3
0 Ib.
0.0 In.
0
0 fL
1 0 ppf4
1.0011
0.0 In.21
0.0 In.4
0.0 In.3
N/A
In.3
0 Ib.
0.0 In.
NORTH RESIDENCE / FILE: VERTICAL.WK3 29 -Oct -93 PAGE 3 OF 4-
t�.
VERTICAL - WORKSHEET D
BEAM CALCULATIONS (GLUED -LAMINATED BEAMS)
::.; .;::::: <........;:.;;:.;:.;:.: .::.::.::.:::..
US OF ELASTICITY. :<:°>;:€::::»:>:<::::>::>::>::>::.
0 ..
MATERIAL SPECIFICATION.:.;:.::.:.:;.;:.;:.;:.;:.:;.:;.;;:.;:.;:.;:.;:.;:.;:.: 24:F:.;;,;:::;:.:::<:;.....::;::;::;::>::::::>::>::>;;::>::>::::>::: MODUL
ALLOWABLE STRESSES: F(b)-single use: <'':>;2;400 psi.
...::................::..
F(b)-repetitive use:iribt;allowed
F(v): 65::; psi.
F(c)perp: psi.
FORMULAS: A (required for shear) = 1.6*PA.DF*F(v)
I (required for deflection) = 6*W*L*L*L*144*360/384*E
S (required for bending) = 1.6*W*(L*L)/LDF*F(b)
P (supported) = L*W/2
A (required for bearing) = P/F c er
(1) Refer to Worksheet A.
(2) Cross sectional area required.
(3) Moment Of Inertia required to limit deflection to Span/360.
(4) Section Modulus required for Single Use Members.
(6) Section Modulus required for Repetative Use Members.
(6) Load that must be carried by supporting member.
(7) Bearing Surface required.
NORTH RESIDENCE / FILE: VERTICAL.WK3 29 -Oct -93 PAGE 4 OF
Shear
Deflection
Single
Use
Repetative
Use
Support
Load
Bearing
Surface
SPECIFICATION
(MUST BE GLUED -LAMINATED)
Beam
Number
1
Beam
Span (L)
1
Uniform
Load (W)
1
LDF
1
A
required
1
required
3
S
required
4
S
required
P
Imposed
A
required
ALLOWABLE BEAM SIZE POST SIZE
BB1a
5 ft
585 ppf,
1.00
13.3 ln.21
27.4 In.4
9.1 in.3
N/A
In.3
1.463 Ib.
3.3 in.2
BB 1 b
4 ft.
585 ppf.
1.00
10.6 In.21
14.0 InA
5.9 In.3
N/A
In.3
1,170 Ib.
2.6 In.
BB1c
6 fL
585 ppf.
1.00
16.0 ln.2
47.4 In.4
13.21n.3
N/A
In.3
1,755 lb.
3.9 In.
BB2a
3 ft.
845 ppf.
1.00
11.5 In.2
8.6 In.4
4.8 In.3
N/A
In.3
1,268 Ib.
2.8 In.
GLB2a
16.5 IL
1,625 ppf.
1.00
121.9 In.2
2,737.4 In.4
276.5 In.3
N/A
In.3
13,406 Ib.
29.8 In.
8 314'x 16 1/2'24F 6x8
Bl to
16 fL
144 pp(
1.00
10.5 In.2
221.2 In.4
23.0 In.3
N/A
ln.3
1,152 lb.
2.6 In.
B11b
6 fL
808 ppf
1.00
220 In. 2
65.4 inA
18.2 In.3
N/A
In.
424 lb.
5.4 In.
BI 1c
4 ft
808 ppf.
1.00
14.7 In.2
19.4 in.4
8.1 in.3
N/A
in.3
116-16- Ib.
3.6 In.2
B1 Id
6 fL
808 ppf.
1.00
22.0 in.2
65.4 in.4
18.2 in.3
N/A
in -3
2.424 Ib.
5.4 in.2
BI 2a
8 IL
630 ppf.
1.00
229 In.2
121.0 In.4
25.2 In.3
N/A
In.3
2,520 Ib.
5.6 In.
BI 2.6a
3 fL
1,313 ppf.
1.00
17.9 ln.2
13.3 In.4
7.4 In.3
N/A
In.q
1,970 Ib.
4.4 In.
BI 3a
3 ft
1,010 ppf.
1.00
13.8 ln.2
10.2 In.4
5.7 In.3
N/A
In.1
1,515 Ib.
3.4 In.
BI 4a
6 fL
404 ppf.
1.00
11.0 In.2
32.7 In.4
9.1 In.3
N/A
In.j
1,212 Ib.
2.7 In.
B16a
6 ft
630 ppf.
1.00
17.2 In.21
51.0 In.4
14.2 In.3
N/A
in.
1,890 Ib.
4.2 In.
GL16a
21.5 ft.
396 f
1.00
38.7 In.
1,475.8 In.4
114.4 In.3
N/A
In.
4,257 Ib.
9.5 In.
6 314'x 14 114'24F 4x6
B16.5a
15 ft
144 ppf.
1.00
9.8 In.2
182.3 in.4
20.3 in.3
N/A
in.3
1,080 Ib.
2.4 In.2
BI 6.613
13 It.
180 ppf.
1.00
10.6 In.2
148.3 In.4
19.0 In.3
N/A
In.3
1,170 lb.
2.6 In.
BI 7a
16 fL
216 ppf.
1.00
15.7 In.2
331.8 In.4
34.6 In.3
N/A
ln.3
1,728 Ib.
3.8 In.
B21a
8 fL
759 ppf.
1.00
27.6 ln.2
145.6 In.4
30.3 In.
N/A
ln.3
3,034 Ib.
6.7 In.
B21 b
6 ft
759 ppf.
1.00
20.7 In.2
61.4 In.4
17.1 In.3
N/A
In.31
2,276 Ib.
5.1 In.
B24a
12.5 fL
759 ppf.
1.00
43.1 In.2
555.5 In.4
74.1 In.3
N/A
In.
4,741 Ib.
10.5 In.
B24b
21.5 R
759 ppf.
1.00
74.1 In.2
2.826.8 In.4
219.1 In.3
N/A
In.3
154 Ib.
18.1 In.
GT24a
21.5 ft
759 ppf.
1.00
74.1 In.2
Z826.8 in.4
219.1 in.3
N/A
in.3
8,154 Ib.
18.1 In.
0
0 fL
0 ppf.
1.00
0.0 In.2
0.0 In.4
0.0 In.3
N/A
ln.3
0 Ib.
0.0 In.
0
0 ft
0 ppf.
1.00
0.0 In.2
0.0 In.4
0.0 In.3
N/A
In.
0 Ib.
0.0 In.
NORTH RESIDENCE / FILE: VERTICAL.WK3 29 -Oct -93 PAGE 4 OF
Post Analysis
Post No. 1
Post No. 2
Location:' lines B4 & C4
Location: lines C.2 & 2.4
Physical Data:
X Anis
Y Axis
X Axis
Y Axis
P, vertical load
5,000 lbs.
5,000 lbs.
15,000 lbs.
15,000 lbs.
LDF, Load duration factor
1.00
1.00
1.00
1.00
w, lateral load along this axis
0.00 lbs/ft.
30.00 lbs/ft
0.00 lbs/ft
0.00 lbs/ft
L, unbraced length along this axis
0.00 ft.
8.00 ft.
8.00 ft.
8.00 ft.
Species
Douglas Fir
Douglas Fir
Douglas Fir
Douglas Fir
Grade
No. 2 or better
No. 2 or better
No. 1 or better
No. 1 or better
d, nominal dimension along this anis
3.50 in.
3.50 in.
5.50 in.
7.50 in.
F(b) single use
1,450 psi.
1,450 psi.
1,200 psi.
1,200 psi.
F(v)
95 psi.
95 psi.
85 psi.
85 psi.
F.(c)
1,000 psi.
1,000 psi.
1,000 psi.
1,000 psi.
f
1,700,000
1,700,000
1,600,000
1,600,000
A (area)
12.25 sq.1n.
12.25 sq.1n.
41.25 sq.1n.
41.25 sq.1n.
S modulus along this axis
7.146 cu.in
7.146 cu.1n
51.56 cu.in
37.83 cu.in
Stability Analysis:
f(c)=P/A
408 psi.
408 psi.
364 psi.
364 psi.
L/d
0.0000
27.4286
17.4545
12.8000
K=.671(sgrt[(E/(F(c)*(LDF))D
27.6660
27.6660
26.8400
26.8400
(L/D)/K to the 4th power
0.000000
0.966106
0.178856
0.051726
L/d(Y) less than or equal to 11? Enter 1 if yes.
1
0
0
0
L/d(Y) greater than 11 ? Enter 2 if yes.
0
2
2
2
L/d(1) less than or equal to K? Enter 3 if yes.
3
3
3
3
L/d(Y) greater than K? Enter 4 if yes.
0
0
0
0
L/d(Y) less than or equal to 5o? Enter 6 if yes.
5
5
5
5
F(c'), allowable compressive stress - short column
1000 psi.
0 psi.
0 psi.
0 psi.
F(c'), allowable compressive stress - Intermediate column
0 psi.
678 psi.
940 psi.
983 psi.
F(c'), allowable compressive stress - long column
0 psi.0
psi.
0 psi.
0 psi.
Factor of Safety (must be greater than 1.00)
.::.24..
: .
;:
.......
Bending Analysis:
M=w*L*L/8
0 ft.lb.
240 ft.lb.
0 ft.lb.
0 ft.lb.
f(b)=M*12/S
0
...............................................
ps<i:>.
.. ..........................
4x6003
0 p<:si.:
0
..............
Factor of Safety (must be greater than
:>ps>:i>.<>:
.. ::0..
`.p...s.....i.....
Combined Stress Anlysis:
J, adjustment factor for p - effect on short columns
0.0000
0.0000
0.0000
0.0000
J, adjustment factor for p- effect on Intermediate columns
0.0000
0.9858
0.4075
0.1136
J, adjustment factor for p- effect on long columns
0.0000
0.0000
0.0000
0.0000
[f(c)/F(c')j+[f(b)/(F(b)-J*f(c))), Unityformula
0.4082
0.9867
0.3867
0.3700
Factor of Safe must be greater than 1.00
Safety ( 9 )
:> 2:45.........>;'>
01;::>:::::::>
::::<:<:> :::>:::;2 59 :<<::::>::::<
::>:>:
Spread Footing Analysis
FTG. No. 1
FTG. No. 2
FTG. No. 3
FTG. No. 4
Physical Data:
Fs
Location
Allowable soil bearing pressure1.5
psi.
1,50 si
1.50b�
1,500(ED
f(c'), concrete strength
2,000 psi.
2,000 psi.
2,000 psi.
2,000 psi.
f(y), steel strength
40,000 psi.
40,000 psi.
40,000 psi.
40,000 psi.
P, vertical load
15,000 Ib.
8,500 Ib.
5,000 Ib.
3,000 Ib.
b(w), width of footing
42 in.V
36 in.
24 in.
18 in.
d, depth of footing
12 in.
12 in.
12 in.
12 in.
d(r), depth to reinforcement in footing
9 in.
9 in.
9 in.
9 in.
rebar size
#4 Z
#4
#4
#4
Number of bars each way
3
3
3
3
A(s)actual
0.6 sq.in.
0.6 sq.in.
0.6 sq.in.
0.6 sq.in.
P(f), weight of footing
1,838 Ib.
1,350 Ib.
600 Ib.
338 Ib.
W, total load
16,838 Ib.
9,850 Ib.
5,600 Ib.
3,338 Ib.
D, minimum width of post
3.5 in.
3.5 in.
3.5 in.
3.5 in.
Bearing Analysis:
A, required area of footing
11.23 sf.
6.57 sf.
3.73 sf.
2.23 sf.
Factor c or of Safet must be rester than 1.00)"
...............................................................................................................................................
............................................................................................................................................
......................................................................................................................................
.:.. ...... ::::::.:>::.:><:>:<:>::::::
'T <;: >:>:>::>
:[< :> :>;:<: ... ; »>><> ?:>:::>
:>::><:::»:; : 01 :<:»::
One Way Shear Analysis:
v(c)=2*sgrt[f(c')]
89.44 psi.
89.44 psi.
89.44 psi.
89.44 psi.
V(n)=v(c)*b(w)*d
45,079 Ib.
38,639 Ib.
25,760 Ib.
19,320 Ib.
V(allowable) =0.85*V(n)
38,317 Ib.
32,843 Ib.
21,896 Ib.
16,422 Ib.
A(E) = b(w)* [b(w) - (D/2) - d]
1,187 sq.in.
801 sq.in.
246 sq.in.
77 sq.in.
V(actual) = [W/((b(w) *b(w))] *A(E)
11,325 lb.
6,088 Ib.
2,392 Ib.
788 Ib.
Factor of Safetymust be greater t
e ter han 1.00
...............................................................................................................................................
::>::>::<::<::338:>:>::>::>::>[:::::>:::>5'39>>><<>::><:>>:9s:j;'S»::::>::>:<:<:<>20:'.84>':>>
Two Way Shear Analysis:
v(c)=2*sgrt[f(c')]
b(o)=4*(D+d)
62 in.
62 in.
62 in.
62 in.
V(n)=4*sgrt[f(c')]*b(o)*d
133,091 Ib.
133,091 Ib.
133,091 Ib.
133,091 Ib.
V(allowable)=0.85*V(n)
113,127 Ib.
113,127 Ib.
113,127 Ib.
113,127 Ib.
A(E)=[b(w)*b(w)]-((D+d)*(D+d)]
1,524 sq.in.
1,056 sq.in.
336 sq.in.
84 sq.in.
V(actual) = [W/((b(w)*b(w))] *A(E)
14,544 Ib.
8,024 Ib.
3,264 Ib.
863 Ib.
Factor of Safetymust be greater than 1.00
7.7
...
.........
3g> <
'
<<13.... > > >
Bending Analysis:
w= 1.5*W/[(b(w)*b(w)]
14.32 psi.
11.40 psi.
14.58 psi.
15.45 psi.
L= (b(w) - D)/2
19.25 in.
16.25 in.
10.25 in.
7.25 in.
M=w*b(w)*L*L/(2*12)
111,417 in.lb.
54,188 in.lb.
18,386 in.lb.
7,309 in.lb.
R(u)=M/(0.85*b(w)*d(r)*d(r))
38.53 psi.
21.86 psi.
11.13 psi.
5.90 psi.
m=f(y)/(0.85*f(c'))
23.53
23.53
23.53
23.53
r(ratio)=(1/m)*[1-sgrt(1-(2*m*R(u)/f(y))]
0.0010
0.0006
0.0003
0.0001
A(s)required=r(ratio)*b(w)*d(r)
0.37 sq.in.
0.18 sq.in.
0.06 sq.in.
0.02 sq.in.
Factor of Safety (must be greater than 1.00);::
1:63^:
3.37 , :
9 95
..
25 07
NORTH RESIDENCE/ FILE: FOOTING.WK3 08 -Nov -93 PAGE OF
LATERAL SEISMIC LOAD ANALYSIS DATA
WORKSHEET Al
Height crawl space (CS):
Height of wall (1-11):
Height of wall (1-12):
Height of gable(HR):
Roof dead load :
Calling dead load:
Upper partition dead load:
Upper floor/cig. dead load
Lower partition dead load:
Lower floor/cig. dead load:
Crawls ace partition dead
DEAD SEISMIC SEISMIC
LOAD FACTOR LOAD
ROOF P - 1 23 PSI. 0.1031 2.37 sf.
2nd FLOOR PLATE 20 psf. 0.1031 2.06 psf.
1st FL. BASE PLATEI 25 psf. 1 0.1031---7 2.58 psf.
FACTORS'
V = (ZIC/R(w))W
DEAD LOADS
WHERE:
ROOF
seismic zone factor
Z .........................
ROOF =
12 psf.
(H R)
C
numerical coefficientR(w)= :B OQ
2ND FL CLG. =
6 psf.
2ND FL.
Upper partition dead load:
2ND FL PART.
10 psf.
(H2)
Lower partition dead load:
2ND FLOOR =
10 psf.
IST FL.
CRAWL SPACE
1 ST FL PART.
10 psf.
(1-11)
1ST FLOOR =
10 pat.
CRAWL SPACE
CRAWL PART..
10 pst.
(6s)
Height crawl space (CS):
Height of wall (1-11):
Height of wall (1-12):
Height of gable(HR):
Roof dead load :
Calling dead load:
Upper partition dead load:
Upper floor/cig. dead load
Lower partition dead load:
Lower floor/cig. dead load:
Crawls ace partition dead
DEAD SEISMIC SEISMIC
LOAD FACTOR LOAD
ROOF P - 1 23 PSI. 0.1031 2.37 sf.
2nd FLOOR PLATE 20 psf. 0.1031 2.06 psf.
1st FL. BASE PLATEI 25 psf. 1 0.1031---7 2.58 psf.
FACTORS'
V = (ZIC/R(w))W
= 0.1031 W
WHERE:
V=base shear
seismic zone factor
Z .........................
Importance tactor
I=:::'1s:OQ
..........:................
numerical coefficient
C
numerical coefficientR(w)= :B OQ
12.0 psf.
W =total dead load
Seismic Load Height Percent Distributed Load Sum Of Dist. Loadsl Moment
ROOF PLATE 1 2.4 PSI. 24.0 ft 51% 3.6 pal. 3.6 Pat. 1 56.9 ft. Psf.
2ND FLOOR PI 1 2.1 psf. 1 16.0 ft 1 30% 2.1 psf. 1 5.7 osf. 1 33.0 ft osf.
BASE SHEAR 1 7.0 PSI.
ft 1 19% 1 1.3 psf. I 7.0 psf. I 20.6 ft psf.l
BASE MOMENT 100% 110.6 M sf.
>yo uj is W11(10 Co,#r� D15T�'i&�T�
LATERAL WIND LOAD ANALYSIS DATA
WORKSHEET A2
2
4P
AREA OF
DIAPHRAM I TRIBUTARXAREA n OF TRIG. ARE
ROOF PLATE t295`E 3.0 sf. 3.07 Pest.
12nd FLOOR PLATE 1:;::>:::::23.00Q:sf. 1 2.12 PPsf.1 5.19 ppsf. I
1st FL. BASE PLATE :<:>150'O:sf. 2.83sf. 8.02 ppsf.
Maximum exposure length of wag: :;3TO.ft.
VARIABLES:
WIND LOADS
ROOF
8.0 ft
Height of wall (1-11):
8.0 it.
(H R)
8.0 ft
Height of gable(HR):
WIND LOAD = 3,975 lbs.
2ND FL.
12.0 psf.
Calling dead load:
(1-12)
Upper partition dead load:
WIND LOAD = 4.240 lbs.
1ST FL.
10.0 psf.
Lower partition dead load:
(H1)
Lower floor/cig. dead load:
WIND LOAD = 4,240 lbs.
CRAWL SPACE
10.0 psf.
(CS)
2
4P
AREA OF
DIAPHRAM I TRIBUTARXAREA n OF TRIG. ARE
ROOF PLATE t295`E 3.0 sf. 3.07 Pest.
12nd FLOOR PLATE 1:;::>:::::23.00Q:sf. 1 2.12 PPsf.1 5.19 ppsf. I
1st FL. BASE PLATE :<:>150'O:sf. 2.83sf. 8.02 ppsf.
Maximum exposure length of wag: :;3TO.ft.
VARIABLES:
Height crawl space (CS):
8.0 ft
Height of wall (1-11):
8.0 it.
Height of wall (1-12):
8.0 ft
Height of gable(HR):
7.0 ft
Roof dead load :
12.0 psf.
Calling dead load:
6.0 psf.
Upper partition dead load:
10.0 psf.
Upper floor/cig. dead load :
10.0 psf.
Lower partition dead load:
10.0 pst.
Lower floor/cig. dead load:
10.0 psf.
Crawls ace parliflon dead load
10.0 psf.
NORTH RESIDENCE
FORMULAS*
design wind pressure p
p=C(e)C(q)q(s)1=
14.326 psf.
WHERE:
............................
...........................
hgL exp. & gust fact C (e)
pressure coefficient
wind stagnation
Importance factorI =
011:
08 -Nov -93
(rev 1)
(rev 1)
FILE: LATERALI.WK3
SHEAR WALL SPECIFICATIONS
WORKSHEET 8
SEISMIC DATA – 2nd Floor
SUrI OF DISTRIBUTED LOAD FROM WORKSHEET AI 3.6 pst.
PANEL HEIGHTFROM WORKSHEETAI 8 R
TOTAL SF ON THIS FLOOR FROM SHEET A2 1,295 st.
SEISMIC DATA – 1st floor
SL#A OFDISMIBUTED LOAD FROM WORKSHEETAI S7 psf.
PANEL HEIGHT FROM WORKSHEETAI aft
TOTAL SF ON THIS FLOOR FROM SHEET A2 Z000 St.
SEISMIC DATA – Crawl Space
SLAA OFOISTRIBUTED LOAD FROM WORKSHEETAI7.0 pst.
PANEL HEIGHT FROM WORKSHEET Al e R
TOTAL SF ON THIS FLOOR FROM SHEET A2 1,500 St.
WIND DATA
UNIFORM DISTRIBUTED LOAD FROM WORKSHEET A2 3,07 bs./st.
PANEL HEIGHT FROM WORKSHEET A2 8 R
TOTAL SF ON THIS FLOOR FROM WORKSHEET A2 1,285 St.
WIND DATA
UNIFORM DISTRIBUTED LOAD FROM WORKSHEET A2 5.19 bast.
PANE L HEIGHT FROM WORKSHEET A2 B R
TOTAL SFONTMSFLODRFROMWORKSHEETA2 2.000sf.
WIND DATA
UNIFORM DISTRIBUTED LOAD FROM WORKSHEET A2 8.02 bs./st.
PANELHEIGHTFROM WORKSHEET A2 8 R
TOTAL SF ON THIS FLOOR FROM WORKSHEET A2 1,500 sf.
SHEAR WALL SCHEDULE
Blocftl to I Plate to I Ancor Bolt
Well Unit Material
Type Sheer Descrlpdon
fastener
spacing blocking
SEISMIC
WIND
GOVERNING SPECIFICATION
Shear
Wall
Une
Shear
Wall
Length
Tributary
Area
Unit
Shear .
Developed
Unit
Sheer
Developed
Unit
Shear
Developed
USE
Wall Type
2nd Floor
B
125 bsAt 1/2' gypsum wal board
5d cooler nails
4• cc none
minimum 16d @ 17 OC
S21
19 R
848 sf.
123 bit
105 bAR
123 Wit.
E
S28
14 R
848 St.
197 bAt
142 bAt
197 bAL
E
SZa
17 R
848 sf.
138 bAL
117 bAL
138 bAt
E
S23
32.5 R
848 al.
72 bAL
81 bAL
72 WAt
E
200 bsAR 5/18• STRI Plywood
R
sf.
0 bAL
0 bAL
0 bAL
F
R
St.
0 b/IL
0 bAt
0 bAt.
5!–O*oc
R
Sf.
0 bAL
0 bit
0 bAL
3'-6' ot
6-0'
R
sf.
0 bAil.
0 Wilt
0 bit
A-35048' cc 16d@ 51 cc
3'-0'
R
sf.
0 b/IL
0 bAL
0 bAL
4';6';1? blocked
A-35 Q 37 cc 16d @ 4 1R' cc ?-6'
R
sf.
0 bA1L
0 bit
0 bAt
2 1/?;6': blocked
1 at Floor
J
800 3/8' STR1 plywood
S11
17 It.
553 sf.
188 b/fL
199 b/IL
188 bAt
N
S12
aR
310 s
221 bAL
201 bit
221 bill.
O
S13
19 R
310 st
93 b/IL
85 b/fL
93 b/R
A
S15
10 R
310 sf.
177 bAL
161 b/fL
177 bill.
E
S17
8 R
242 sl.
230 bAt
209 bAL
230 b/fL
G
SIA
a It.
315 al.
225 b/R
204 b/fL
225 bit.
G
SIB
13 R
588 sf.
258 bAR
235 bAR
258 bAL
G
SIC
35 R
852 al.
139 bAt.
128 WIL
139 bAt
CA—
SID
29 R
521 sf.
102 bAt
93IcAt
102 b1t.
E
R
sl.
0 b/IL
0 lb/IL
0 bA t
Crawl Space
S81
17 R
429 at.
177 bAt
202 bAt
202 bAt
N
SB2
15 R
2012 sl..
94 bAL
108 bAt
108 bAt
E
S83
21 R
288 sl.
88 bAt
- 109 bAt
109 bAL
E
SB5
14 R
195 St
88 bAL
112 bAt
112 bAt
E
SBO
15 R
203 al.
95 bill.
108 bill.
108 bAL
E
SBA
27 It
216 sf.
56 bAt
64 bAL
84 bAt
E
Sea
32 R
416 Sf.
91 bit
104 bAt
104 b/fL
E or Masonry
SBD
26 R
390 sf.
105 b/it.
12D b/It
120 bAt
E
R
sf.
0 bAt.
0 belt.
0 bAt
R
sf.1
0 bill.
1 0 WAt
1 0 bAt
TOTALS
14,465 sf.
SHEAR WALL SCHEDULE
Blocftl to I Plate to I Ancor Bolt
Well Unit Material
Type Sheer Descrlpdon
fastener
spacing blocking
Plate Blocking
Nailing Mailing
Schedule
1/7 5/8'
1 3/4'
A
100 lbsAt 1/21 gypsum wal board
5d cooker nails
T cc none
minimum 16d Q 16' cc
4'-0'
B
125 bsAt 1/2' gypsum wal board
5d cooler nails
4• cc none
minimum 16d @ 17 OC
4'-0• 04
C
150 lbaft 1/7 gypsum wal board
5d cooler raft
4' cc blocked
minimurn 16d @ 10' cc
W-0' 04
D
175 bs& 5/8' gypsum wal board
6d cooler nails
a• cc blocked
minimum 16d @ 6' cc
4'-0'
E
180 bsAR 7/8' cement plaster on wire lath
18 gauge staples, 3/4' crown, 7/8' lags
6' cc none
minimum 16d@ 8' cc
4'–W
N
200 bsAR 5/18• STRI Plywood
6d nails
8':8';1? blocked
A-35@48• cc 160@ 5'oc
3'-6'o45'–O'oc
F
250 baft 7/8' cenent plaster on wire lath
18 gauge staples, 3/4' crown, 7/8' legs
7 oc blocked
A-35 @ 481 cc 18d Q 5' cc
3'-8'
5!–O*oc
G
270 bsAt. 3/8' STR1 plywood
8d nails
8';8';1? blocked
A-35 @ 48' cc 16d @ 5' cc
3'-6' ot
6-0'
O
300 bsAR 5/16'SMI plywood
6d nails
4';6•;12' blocked
A-35048' cc 16d@ 51 cc
3'-0'
H
380 bsAt 3/8' SIR I plywood
8d nails
4';6';1? blocked
A-35 Q 37 cc 16d @ 4 1R' cc ?-6'
1
530 bsAt. 3/6' STRI plywood
8d reit
2 1/?;6': blocked
A-35 @ 16' cc 16d @ 3' oc
J
800 3/8' STR1 plywood
ed nails
?:3':1? blocked 3x bound" members
A-35@ 1? oc 18d @ 2 1? oc
%Z-613*--Woc
K
875 bait 32"plywood8d
nails
?:3';1? blocked, 3x al member
A-35 @ 12' oc 18d @ 21/! oc
L
530beAt1/?STRtplywood
10dnails
?;3';1? blocked 3x bound" members
A-3S@10'ot 16d@?oc
M
920 1/7STRtplywood
10dnails
?;3';1? blocked 3x al members
A-35@eoc 16d@?oc
NORTH RESIDENCE
08–NOV-83
FILE; LATERALI.WK3
"K
SHEAR WALL STABILITY ANALYSIS
WORKSHEETC
it Tributary areas oar bot of wall
Shear
Wall
No.
Shear Unit Wall
Wall Shear Shear Wall Overturning
Len th Deveb ed Developed Height Moment
2nd FI.
Roof Ceil.
@ 10 pst @ 6 psf
2nd Fl.
Walls`
@ 10 psf
2nd Fl. 1st FI.
Floor Cell.
@ 10 psf @ 6 psf
list Fl.
Walls
@ 10 psf
1st Fl. Total
Floor Tributary
@ 10 psf DL per ft.
Resisting
Moment
Safety Holdown
Factor Reqired
> 1.5 fur SF=1.5
Holdown Specification
S 81 a
4 ft.
202 lbs/ft
808 lbs.
8 ft.
6,464 ft.lbs
16.5 sf/tt
16.5 st/ft
8 sf/ft
2 sf/tt
2 sf/ft
8 sf/ft
8 sf/ft
536 lbs/ft
4,288 ft.lbs
:::?0:66
1352 lbs
H02A or LTT20
S B1 b
6 ft.
202 lbs/ft
1,212 lbs.
8 ft.
9,696 ft.lbs
16.5 Wit
16.5 st/ft
8 sf/ft
a sf/ft
8 st/ft
a sf/ft
8 st/tl
632 lbs/ft
11,376 ft.lbs
::;;:1':17::
528 lbs
HD2A or LTT20
S Bt c
3 ft.
202 lbs/ft
606 lbs.
8 ft.
4,848 ft.lbs
16.5 sf/ft
16.5 sf/ft
a sf/tl
8 soft
a st/ft
8 sf/ft
8 st/ft
632 Ibs/tt
2,844 ft.lbs
<?:;0:59:
1476 lbs
HD2A or LTT20
S Bt d
4 ft.
202 lbs/ft
808 lbs.
8 ft.
6,464 ft.lbs
16.5 sf/ft
16.5 sf/ft
a sf/tt
8 sf/tl
8 SIM
a sf/ft
8 sf/ft
632 lbs/ft.
5,056 ItAbs
:::::'0:78:
1160 lbs
HD2A or LTT20
S, 82a
15 ft.
108 Ibs/tt
1,620 lbs.
8 ft.
12,960 ItAbs
17.5 sf/ft
0 st/ft
0 sf/ft
0 sf/ft
17.5 sf/tt
8 sf/ft
8 sf/tt
440 Ibs/tt
49,500 flAbs
.,:.:3.,82:
0 lbs
S B3a
21 ft.
109 lbs/ft
2,289 lbs.
8 ft.
18,312 ItAbs
2 sf/ft
2 sf/ft
8 sf/ft
10 sf/tt
5 spH
a sf/ft
5 sf/ft
372 Ibs/tt
82,026 ft.lbs
>:: C48'
0 lbs
SMai
14 ft.
112 lbs/ft
1,568 lbs.
8 ft.
12,544 ft.lbs
16.5 sf/ft
16.5 st/ft
8 sf/ft
0 sf/ft
0 sf/ft
8 sf/tt
8 sf/ft
504 lbs/ft
49,392 ft.lbs
:.:..:3.94
0 lbs
SB6a
15 ft.
108 lbs/ft
1,620 lbs.
8 ft.
12,960 ft.lbs
17.5 sf/ft
0 SIM
0 sf/ft
0 sf/ft
17.5 sf/ft
a sf/ft
8 sf/ft
440 lbs/ft
49.500 ItAbs
::::::3:82:
0 lbs
S Ma
27 ft.
64 lbs/ft
1,728 lbs.
8 ft.
13.824 ft.lbs
2 sf/ft
2 sf/ft
a sf/ft
0 sf/ft
2 sf/ft
8 sf/tt
8 sf/ft
284 Ibs/tt 103,518 ft. tbs
::::57:49:
0 lbs
S68a
17 ft.
104 lbs/It
1,768 lbs.
8 ft.
14.144 ItAbs
4 sf/ft
2 sf/ft
a sf/ft
7 sf/tt
7 sf/ft
8 sf/ft
4 sf/tt
364 Ibs/tt
52,598 ItAbs
:::::Z;72:
0 lbs
S BBb
15 ft.
104 lbs/ft
1,560 lbs.
8 ft.
12,480 ft.lbs
4 sf/ft
2 sf/ft
8 sf/ft
7 sf/ft
7 sf/tt
8 sf/ft
4 sf/ft
364 Ibs/tt
40.950 ItAbs
»::3:28
0 lbs
S BDa
26 ft.
120 IbsM
3,120 lbs.
8 ft.
24,960 ft.lbs
2 sf/ft
2 sf/ft
a sf/tt
2 sf/ft
2 sf/ft
8 SIM
2 sf/ft
244 lbs/ft
82,472 ft.lbs
: 3:30'
0 lbs
S11a
4 ft.
186 lbs/ft
744 tbs.
8 ft.
5,952 ItAbs
16.5 sf/ft
16.5 st/ft
8 st/ft
2 sf/tt
2 sf/ft
8 sf/tt
0 sf/ft
456lbs/11
3,648 ft.lbs
.;0.61
1320 tbs
MSTA36
Sttb
9 It.1
186 lbs/ft
1,674 lbs.
8 ft.
13,392 ItAbs
16.5 sf/ft
16.5 sf/ft
8 sf/ft
8 sf/ft
a sf/ft
8 sf/ft
0 sf/ft
552 lbs/ft
22,356 ft.lbs
'::1: 8T
0 Ibs
S / 1 c
4 ft.
186 lbs/ft
744 tbs.
8 ft.
5,952 ItAbs
16.5 sf/ft
16.5 sf/ft
8 st/ft
8 sf/ft
a SIM
8 st/ft
0 sf/ft
552 IbsM
4,416 ft.lbs
>::0:7.4
1128 Ibs
MSTA36
S 12a
4 ft.
221 Ibs/tt
884 tbs.
8 ft.
7.072 ItAbs
17.5 sf/ft
0 sf/tt
0 sf/ft
0 sf/tt
17.5 sf/il
8 sf/tt
0 spit
360 lbs/ft
2,880 ft.lbs
't>:0;41'
1932 Ibs
MSTA36
S 12b
4 ft.
221 Ibs/tt
884 tbs.
8 ft.
7.072 ft.lbs
17.5 sf/ft
O sf/ft
0 sf/tt
0 sf/tt
17.5 sf/ft
8 sf/ft
0 spit
360 lbs/ft
2,880 ft.lbs
x::.0.41`
1932 Ibs
MSTA36
S 13
10 ft.
931bs/ft
930 tbs.
8 ft.
7,440 ItAbs
2 sf/ft
2 sf/ft
8 sf/ft
10 spft
5 sf/ft
8 spit
0 sf/ft
3221bs/ft
16.100 ItAbs
..::2:16
0 Ibs
S 13b
9 ft.
93 lbs/ft
837 tbs.
8 ft.
6.696 ItAbs
2 sf/ft
2 sf/ft
8 sf/ft
10 sift
5 sf/ft
8 SIM
0 spit
322 IbsM
13,041 ItAbs
::'::1':95.
0 Ibs
S158
5 ft.
177 IbsM
885 tbs.
8 ft.
7,080 ft.tbs 1
17.5 sf/ft
0 sf/It
0 sf/ft
0 sf/ft
17.5 s1M
8 sf/ft
0 st/ft
360 Ibs/ft
4,500 ItAbs
::::0:64:
1224 Ibs
H02A or LTT20
S15b
5 ft.
177 lbs/ft
885 tbs.
8 ft.
7,080ft.lbs
17.5 sf/ft
0 sf/ft
0 sf/ft
O sf/ft
17.5 sf/ft
8 sf/ft
0 sf/ft
360 lbs/ft
4.500 ItAbs
::>0.64
1224 Ibs
HD2A or LTT20
S17a
3 ft.
230 Ibs/tt
690 tbs..
8 ft.
5,520 ft.lbs
6 sf/ft
O st/ft
0 spit
0 sf/ft
0 SIM
8 sf/ft
0 sf/it
140 lbs/ft
630 ft.lbs
::::;0:11'
2550 Ibs
HD5A
S 17b
3 ft.
230 lbs/11
690 tbs.
8 ft.
5,520 ft.lbs
6 sf/ft
0 sf/tt
0 SIRS
0 sf/ft
0 sf/ft
8 sf/Il
0 sf/tt
140 lbs/11
630 ft.lbs
': 01 f
2550 Ibs
H05A
S1Aa
4 ft.
225 lbs/ft
900 tbs.
8 ft.
7 ,200 ItAbs
4 sf/ft.
0 sf/ft
0 SIM
0 sf/ft
4 sf
8 SIM
0 sfM
144 lbs
1.152 ft.tbs
<:::0A6'
2412 Ibs
MST136 or HD5A
S1Ab
4 ft.
225 lbs/ft
900 tbs.
8 ft.
7,200 ft.lbs
4 sf/ft
0 SIM
0 st/ft 1
0 sf/ft
4 sf/ft
8 SIM
0 sf/tt
144 tbs/ft
1,152 ft. tbs
<:: 0 16!
2412 Ibs
MS1136 or HD5A
S18a
4 ft.
258 Ibs/tt
1,032 tbs.
8 ft.
8,256 ft.lbs
4 sf/ft
2 sf/ft
8 spit
7 spit
7 sf/tt
8 st/It
0 sf/ft
324 Ibs/tt
2,592 ft.lbs
0:31'
2448 lbs
MST136 or HD5A
S 1 Bb
9 ft.
258 lbs/ft
2,322 tbs.
8 ft.
18,576 ft.lbs
4 sf/ft
2 sf/tt
8 sf/tt
7 st/ft
7 sf/ft
8 st/ft
0 ef/tt
324 IbsM
13,122 ft.lbs
::::0:71.
1638 lbs
H02A or ST6224
S 1Ca
6 ft.
139 lbs/ft
834 tbs.
8 ft.
6,672 ft.lbs
4 sf/ft
4 sf/ft
8 sf/ft
8 spit
8 SIM
8 st/ft
0 sf/ft
352 Ibs/tt
6,336 ft.lbs
'::'0:95.
612 Ibs
LSTA15
S1Cb
29 ft.
139 Ibs/tt
4,031 Ibs.
8 ft.
32,248 ft.lbs
4 sfM
4 sf/ft
8 sf/tt
8 st/ft
a SIM
8 sf/ft
0 sf/ft
352 1bs/it 148,016 ItAbs
:::.4.,59
0 Ibs
S1Da
6.5 ft.
102 IbsM
663 tbs.
8 ft.
5,304 ItAbs
4 sf/ft
2 sf/ft
8 st/ft
2 sf/ft
2 sfM
8 st/It
0 sf/ft
244lbs/ft
5,155 ft.lbs
:;:'0:97:
431 Ibs
LSTA15
S1Db
6.5 ft.
102lbs/ft
663 tbs.
8 ft.
5.304ft. tbs
4 sf/ft
2 spit
8 sf/ft
2 sf/it
2 sf/ft
8 SIM
0 sf/tt
244 Ibs/tt
5,155 ft.lbs
:::0'.97:
431 Ibs
LSTA15
S1Dc
3.5 ft.
102lbs/tt
357 tbs.
8 ft.
2.856 ft.lbs
4 sfRt
2 sf/ft
a st/ft
2 sf/ft
2 sf/ft
8 sf/It
0 sf/ft
244 Ibs/tt
1.495 ItAbs
`:::0.52
797 Ibs
LSTA15
S1Dd
7 ft.
102 Ibs/tt
714 tbs.
8 ft.
5,712 ft.lbs
4 sf/ft
2 sf/ft
8 st/ft
2 sf/tt
2 sf/ft
8 spit
0 sf/tt
244 Ibs/tt
5,978 ft.lbs
::>:4-.05:
370 Ibs
LSTA15
SIDe
6 ft.
102 lbs/ft
612 tbs.
8 ft.
4.896ft. tbs
4 sf/ft
0 SIM
0 SIM
0 sf/tt
0 sf/tt
8 SIM
0 sf/ft
120lbs/tt
2,160 ft.lbs
::;;:0,.44'
864 Ibs
LSTA15
S21a
8 ft.
123 Ibs/tt
984 tbs.
8 ft.
7,872ft.lbs
17 sf/ft
17 spit
8 sf/ft
0 sf/ft
0 sf/ft
O spit
0 sf/ft
352 Ibs/tt
11,264 ft.lbs
:::.1.43'
68 Ibs
S21b
11 ft.
123 lbs/ft
1,353 tbs.
8 ft.
10,824 ItAbs
17 st/ft
17 sf/ft
a sf/tt
0 sf/it
0 sf/ft
0 st/tt
0 sf/ft
352 Ibs/tt
21,296 ItAbs
:::::.1..97:
0 Ibs
S26a
3.5 ft. 1
167 lbs/ft
585 tbs.
8 ft.
4,676 ft.tbs
2 st/ft
2 st/ft
8 sf/ft
0 sf/it
0 sf/ft
0 st/ft
0 sf/ft
112 IbsM
686 ft.lbs
:::::0:.15:
1808 Ibs
MSTA36
S26b
7 ft. 1
167 lbs/ft
1,169 tbs.
8 ft.
9,352 ft. tbs,
2 sf/ft
2 sf/ft
8 sf/ft.
0 sf/ft
0 sf/fl
0 SIM
0 sf/ft
112 IbsM
2,744 ItAbs
::;::0:29
1612 Ibs
MSTA36
S26c
3.5 ft. 1
167 lbs/ft
585 tbs.
8 ft.
4 676 ft.lbs
2 sfM
2 sf/ft
8 st/ft
0 spit
0 sf/ft
0 SfIft
0 sf/tt
112 lbs
686 ft.lbs..%:6j
5.
1808 Ibs
MSTA36
S2Ba
6 ft. 1
138 IbsM
828 Ibs.
8 ft.
6,624 ft.tbs
4 spit
2 sf/ft
a st/ft
0 sf/ft
0 sf/tt
0 st/ft
0 sf/ft
132 lbs/ft
2,376 ft.lbs
::<0:30
1260 Ibs
MSTA24
S2Bb
6 ft. 1
138 Ibs/tt
828 tbs.
8 ft.
6,624 ft.lbs
4 sf/ft
2 sIM
8 st/ft
0 st/ft
0 sf/ft
0 sf/ft
0 sfM
132 lbs/It
2,376 ItAbs
::;::0.,36.
1260 Ibs
MSTA24
S2Bc5
ft.
136Ibs/ft
690 Ibs.
8 ft.
5.520 ft.lbs
4 sf/ft
2 sf/ft
8 st/ft
0 sf/ft
0 sf/ft
0 sf/ft
0 st/ft
132 lbs/ft-
1,650 ItAbs
:::;0:30:
1326 Ibs
MSTA24
921 a
13 ft.
72 lbs/ft
936 Ibs.
8 ft.
7.488ft.lbs
4 sf/ft
2 sf/ft
8 sf/ft
0 Sim
0 st/ft
0 sf/ft
0 sf/tt
132 Ibs/tt
11,154 ft.lbs
>:;::1'49
6 Ibs
S20b
5.5 ft. 1
72 Ibs/R
396 tbs.
B ft.
3,168 ft.lbs
4 sf/ft
2 st/ft
8 sf/ft
0 spit
0 sf/tt
0 sf/tt
0 sf/ft
132 IbsJft 1
1,997 ft.lbs
;0:63
501 Ibs I
LSTA15
S2Dc
16 ft.
72 lbs/ft
1,152 tbs.
8 ft.
9.216 ft.lbs
4 soft 1
2 sf/ft
8 st/ft
0 sf/ft
0 st/ft
0 sf/tt
Osf/it
132 Ibs/tt
16,896 ft.lbs
;:::::.1::83'
0 Ibs
NORTH RESIDENCE 29 -Oct -93 FILE: LATERALI.WK3
RETAINING WALL CALCULATIONS- TYPE B WALL
WORKSHEETA — WALL LAYOUT ,
I_ t(1)
I_ t(2)
h'(3)
h' (2)
h'(1)
t(f)
t(k)
I
d(1) d(k) d(2)
4.66 Ft. Maximum Wall Height
ASSUMPTIONS:
wall not restrained at the top
combined bending and axial stresses.
no special inspection (allowable masonry stresses cut by 1/2)
no tensile strength in masonry '
no shear reinforcement
masonry units reinforced and grouted solid
deformed bars are used for reinforcement
reinforcement in footing is scheduled the same as in section 1 of wall
DIMENSIONAL DATA:
t(1) =
8 in.
t(2) =
0 in.
P) =
0 in.
h'(1) =
4.66 ft.
h'(2) =
0 ft.
h'(3) =
0 ft.
M = ..............................
8 in.
t(k) _
Oin.
d(1) =
1Oin.
d(2) _
<10
d k =
8 in.
NORTH RESIDENCE -12—Nov-93 �� FILE: RETB3.WK3
RETAINING WALL CALCULATIONS — TYPE B WALL
WORKSHEET B — STRUCTURAL CALCULATIONS
MATERIAL PROPERTIES:
CALCULATED STRESSES
f'm (specified masonry strength from T 24—C)
€:::::;;;1.;500; psi.
f's (specified steeel strength)
:::1:::::40;000` psl.
f'c (specified concrete strength)
2500psi.
Em = 750f'm (modulus of elasticity for masonry)
1,125,000 psi.
Es (modulus of elasticity for steel)
29,000,000 psi.
_E STRESSES:
CALCULATED STRESSES
SECTION 1
Fa=0.2of'm[1— ((h'/42t) (cubed))1/2 (all. axial stress)
150 psi.
Fb=.33f'm/2, 2000psi. max ( all. flexural stress)
248 psi.
n (modular ratio = Es/Em)
Fs=.5fy, 24,000 psi. max (all. streel stress)
20,000 psi.
0 ftlb.
Fv=SORT(f'm)/2, 50psi. max (all. shear stress)
19 psi.
26
u (allowable reinforcing bond stress)
140 psi.
11130psi.
0.034
30 psi.
VARIABLES:
CALCULATED STRESSES
SECTION 1
F.S.
SECTION 2
326 Ib./ft.
SECTION 3
n (modular ratio = Es/Em)
Mmax = w*h'*h'*h'/6
26
0 ftlb.
26
p = As/(b*d)
26
w (equivilant fluid pressure)
ERR
11130psi.
0.034
30 psi.
ERR
30 psi.
P ( load axial per foot of wall)
ERR
[11110001Ib./ft.
J = 1— (k/3)
1,000 Ib./ft.
ERR
1,000 Ib./ft.
t (effective thickness of wall
9.42
ERR
ERR
20,000 psi.
I's = 12*Mmax/(I*d*As)
0 in.
f t
d distance from com ace o tensile bars
( P
ERR psi.
5: In.
ERR psi.
n.
19 psi.
0:1n.
,::.:.;..::
Ae (effective area of axial load per ft. of wall)
: 3:29
42.1.In.2
:::.ERR
42 In.2
_ ERR
4 2 In.2
steel size andspacing
119.59 psi.
4 32:
ERR psi.
1 ERFi
ERR psi.
:` ERR
As (effective area of steel per ft. of wall)
( P l)
0:08::In.2
:In.2
11<10 In.2
So(sum of P erimiters of bars
.:..............
in.
' wall
h (effective height of )
»< >1146G ft.
............... '<1111ft.
O.A.
b (width per foot of wall)
12 In.
12 In.
12 In.
CALCULATION OF PARAMETERS:
CALCULATED STRESSES
F.S.
Vmax = w*h'*h'/2
326 Ib./ft.
0 Ib./ft.
0 Ib.M.
Mmax = w*h'*h'*h'/6
506 ftlb.
0 ftlb.
0 ftlb.
p = As/(b*d)
0.001
ERR
ERR
np = n*As/bd
0.034
ERR
ERR
k = (sgrt[(np*np)+2*npJ)—np
0.2301
ERR
ERR
J = 1— (k/3)
0.9233
ERR
ERR
yk
9.42
ERR
ERR
ALL. STRESS
CALCULATED STRESSES
F.S.
F.S.
F.S.
150 psi.
fa = P/Ae
23.81 psi.
6:30
23.81 psi.
:::.6.30
23.81 psi.
:; 6,30
248 psi.
fb = (Mmax/(d*d))*(2/Jk)
190.56 psi.
::1:30
ERR psi.
EFA
ERR psi.
::::ERR
1.00 max.
unity formula (fa/Fa+fb/Fb)<1
0.93
;1:08
ERR
>;;ERR
ERR
»ERR
20,000 psi.
I's = 12*Mmax/(I*d*As)
16,439.91 psi.
;:1:22
ERR psi.
::ERR
ERR psi.
:„ERR
19 psi.
fv = Vmax/(b*i*d)
5.88 psi.
: 3:29
ERR psi.
:::.ERR
ERR psi.
_ ERR
140 psi.
I u(computed) = Vmax/ So* *d
119.59 psi.
1:17
ERR psi.
1 ERFi
ERR psi.
:` ERR
NORTH RESIDENCE 12—Nov-93 FILE: RETB3.WK3
RETAINING WALL CALCULATIONS - TYPE B WALL N4/P Y -%^L .
WORKSHEET C — OVERTURNING, SLIDING, and BEARING ANALYSIS
SOIL PROPERTIES:
assumed active soil pressure (EFP): 30 psf.
............................
............................
assumed passive soil pressure: 20,O;psf.
coefficient of friction:
allowable soil bearing pressure: »<>:1500psf.
OVERTURNING RESISTING FORCES:
AREA
FORCE
ARM
MOMENT
w i
1,000 ib.
1.17 ft.
1,167 ft.lb.
w(s)
466 Ib.
1.92 ft.
893 ft.lb.
w w
298 Ib.
1.17 ft.
348 ft.lb.
w
233 Ib.
1.17 ft.
272 ft.lb.
w(k)
0 Ib.
1.17 ft.
0 ft.lb.
SUBTOTAL
1,998 Ib.
2,680 ft.lb.
top restraint
0 Ib.
5.33 ft.
0 ft.lb.
TOTAL
2,680 ft.lb.
OVERTURNING FORCES:
AREA FORCE ARM MOMENT
w(s) 326 Ib. 1.78 ft. 578 I'Llb.
TOTAL 326 Ib. 1.78 ft. 578 ft.lb.
J
SLIDING RESISTING FORCE:
coef. of friction WEIGHT IFRICTION PASSIVE TOTAL
0.35 1,998 Ib. 699 Ib. 67 lb. 766 Ib.
TOTAL 766 lb.
SLIDING FORCE:
OTAL FORCE FORCE @ TOP FORCE @ BOTTOM TOTAL SLIDING
326 lb. 0 lb. 326 lb. 326 lb.
TOTAL 1 1 326 lb.
SAFETY FACTOR ON SLIDING: z;,: •2:35's;::::<::> > _ 1.25
CHECK IF LOCATED IN MIDDLE THIRD:
distance from center of footing (e) is: >:.>.0:1.1::;:ft:>>:::::<: < 0.39 ft.
CHECK BEARING PRESSURE:
a(max)= ;::.1.L108.psf:<::; < 1,500 psf
SAFETY FACTOR ON OVERTURNING: 4.61 > 2
NORTH RESIDENCE 12—Nov-93 FILE: RETB3.WK3
RETAINING WALL CALCULATIONS - TYPE B WALL P0 /NX -IAL, L -00,v "PL-ke.-V
WORKSHEET B – STRUCTURAL CALCULATIONS
MATERIAL PROPERTIES:
CALCULATED STRESSES
Pm (specified masonry strength from T 24–C)
F.S.
f's (specified steeel strength)
�psl.
f'c (specified concrete strength)
::PSI.
Em = 750f'm (modulus of elasticity for masonry)
1,125,000 psi.
Es (modulus of elasticity for steel)
129,000.000 psi.
-E STRESSES:
Fa= 0.2of'm[i – ((h'/42t) (cubed))1/2 (all. axial stress) 150 F—S1.
Fb=.33f'm/2, 2000psi. max (all. flexural stress) 248 psi.
Fs=.5fy, 24,000 psi. max (all. streel stress) 20,000 psi.
Fv=SQRT(f'm)/2, 50psi. max (all. shear stress) 19 psi.
u (allowable reinforcing bond stress) 140 psi.
VARIABLES:
CALCULATED STRESSES
SECTION i
F.S.
SECTION 2
326 lb./ft.
SECTION 3
n (modular ratio = Es/Em)
Mmax = w*h'*h'*h'/6
26
0 ftlb.
26
p = As/(b*d)
26
w (equivilant fluid pressure)
ERR
............
0.034
30 psi.
ERR
30 psi.
P (axial load per foot of wall)
ERR
�
Ib /ft.
1 – (k/3)
0 lb./ft.
ERR
0 lb./ft.
t (effective thickness of wall)
9.42
... ................ 8:1n.
... ............ .....
%
ERR
20,000 psi.
I'S 12*Mmax/(I*d*As)
in
d! from comp. face to tensile bars)
ERR psi.
............ .......
. . ......... ...... In.
........................
ERR psi.
. . ...........
. ...........
.... ....................
................... In.
19 psi.
.........
X. 01n.
Ae (effective area of axial load per ft. of wall)i.
*1-29
1n.2
thR
In.2
:::::'ERR
42 In.2
steel size ands pacing
1 119.59, psi.
....... ..
ERR psi.
..........
ERR psi.
'..:ERR
As (effective area of steel per ft. of wall)
...........
In 2
So (sum of perimiters of bars)n.
..................
......
h' (effective height of wall)
... ........................
... ..........
. ..............
......
b (width per foot of wall)
12 In.
12 In.
12 In.
CALCULATION OF PARAMETERS:
CALCULATED STRESSES
F.S.
Vmax = w*h'*h'/2
326 lb./ft.
0 lb./ft.
0 lb./ft.
Mmax = w*h'*h'*h'/6
506 ftlb.
0 ftlb.
0 nib.
p = As/(b*d)
0.001
ERR
ERR
np = n*As/bd
0.034
ERR
ERR
k = (sqrt[(np*np)+2*np1)–np
0.2301
ERR
ERR
1 – (k/3)
0.9233
ERR
ERR
ERR
9.42
ERR
ERR
ALL. STRESS
CALCULATED STRESSES
F.S.
F.S.
F.S.
150 psi.
fa = P/Ae
0.00 psi.
::.:.ERR
0.00 psi.
!.*ERR
X
0.00 psi.
:ERR
248 psi.
fb = (Mmax/(d*d))*(2/jk)
190.56 psi.
ERR psi.
ERR psi.
1Ehn'
1.00 max.
unity formula (fa/Fa+fb/Fb)<l
0.77
ERR
Elis
ERR
ERR
20,000 psi.
I'S 12*Mmax/(I*d*As)
16,439.91 psi.
ERR psi.
Rk
ERR psi.
ERR
19 psi.
fv = Vmaxl(b*l*d)
5.88 psi.
*1-29
ERR psi.
thR
ERR psi.
:::::'ERR
140 psi.
I u(computed) = Vmax/(So*i*d)
1 119.59, psi.
171
ERR psi.
f.ERR
ERR psi.
'..:ERR
NORTH RESIDENCE 12–Nov-93 FILE: RETB3.WK3
RETAINING WALL CALCULATIONS - TYPE B WALL �✓I Nv f'-'`1�}�- '-��'`�'pr-r�Q
WORKSHEET C — OVERTURNING, SLIDING, and BEARING ANALYSIS
SOIL PROPERTIES:
assumed active soil pressure (EFP): 30 psf.
............................
............................
assumed passive soil pressure: 200<psf.
coefficient of friction: 0:35;::
allowable soil bearing pressure: 1 : psf.
OVERTURNING RESISTING FORCES:
AREA
FORCE
ARM
MOMENT
w i
0 Ib.
1.17 ft.
0 ft.lb.
w(s)
466 Ib.
1.92 ft.
893 ft.lb.
w w
298 Ib.
1.17 ft.
348 ft.lb.
w
233 Ib.
1.17 -ft.
272 ft.lb.
w(k)
0 Ib.
1.17 ft.
0 ft.lb.
SUBTOTAL
998 Ib.
1,513 ft.lb.
top restraint
0 Ib.
5.33 ft.
0 ft.lb.
TOTAL
1,513 ft.lb.
OVERTURNING FORCES:
AREA FORCE ARM MOMENT
w(s) 326 Ib. 1.78 ft. 578 ft.lb.
TOTAL 326 Ib. 1.78 ft. 578 ft.lb.
SLIDING RESISTING FORCE:
coef. of friction WEIGHT FRICTION PASSIVE TOTAL
0.35 9981b. 349 lb. 67 Ib. 416 lb.
TOTAL 1 416 Ib.
SLIDING FORCE:
TOTAL FORCE FORCE @ TOP FORCE @ BOTTOM TOTAL SLIDING
326 Ib. 0 Ib. 326 Ib. 326 Ib.
TOTAL 326 Ib.
SAF ACTOR ON S.LIDIN ::::: I > 1.25
l• 5 k��
CK IF LOCATED IN/MIDDLE THIRD:
dista a ootinq (e) is: 0:23:.ft ::>::;:::>:--. < 0.39 ft.
CHECK BEARING PRESSURE:
max = ?;:.680 sf:: < 1,500 sf.
SAF EV FACTOR ON OVERTURNING: ::>::;:2.6 > 2 ,
NORTH RESIDENCE 12—Nov-93 FILE: RETB3.WK3
RETAINING WALL CALCULATIONS - TYPE C WALL
WORKSHEET A — WALL LAYOUT
Surcharge load (S)
I T
. O h 2)
h'(1)
�1
d(1) I d(k) I d(2)
1
I d(S)
Location of
1 horizontal force
i (Rs) from surcharge
I d(R) '
I
1
8 Ft. Maximum Wall Height
ASSUMPTIONS:
wall restrained at top and bottom
combined bending and axial stresses
no special inspection (allowable masonry stresses cut by 1/2)
no tensile strength In masonry
no shear reinforcement
masonry units reinforced and grouted solid
deformed bars are used for reinforcement
reinforcement in footing Is scheduled the same as In section 1 of wall
DIMENSIONAL DATA:
t(1) =
12 In.
42) _=
12 In.
t(3) =
12 In.
h'(1) =
8 ft.
h'(2) =
0 ft.
h'(3) =
0 ft.
t(f) =
12 In.
.........................
t(k) =
d(1) _
18'in.
d(2) _ ...........>
€36 in.
d(k) =
12..In.
x —
3 ft.
g � cry U
�I
NORTH RESIDENCE 12—Nov-93 FILE: RETCI.WK3
RETAINING WALL CALCULATIONS - TYPE C WALL
WORKSHEET C — OVERTURNING, SLIDING, and BEARING ANALYSIS
SOIL PROPERTIES:
assumed active soil pressure (EFP): 30 psf.
............................
assumed passive soil pressure: 120:O;psf.
coefficient of friction: {Oa3...
€
allowable'soil bearing pressure: 150.O:psf.
OVERTURNING RESISTING FORCES:
AREA
FORCE
ARM
MOMENT
w i
372 Ib.
2.00 ft.
744 ft.lb.
w(s)
2,880 Ib.
4.00 ft.
11,520 ft.lb.
w w
768 Ib.
2.00 ft.
1,536 ft.lb.
w f
825 Ib.
2.75 ft.
2,269 ft.lb.
w(k)
0 Ib.
2.00 ft.
0 ft.lb.
SUBTOTAL
4,845 Ib.
16,069 ft.lb.
top restraint
320 Ib.
9.00 ft.
21880 ft.lb.
TOTAL
18,949 ft.lb.
OVERTURNING FORCES:
AREA FORCE
ARM MOMENT
w(s) 960 Ib.
3.00 ft. 2,880 ft.lb:
TOTAL 960 Ib.
3.00 ft. 2,880 ft.lb.
SLIDING RESISTING FORCE:
coef. of friction WEIGHT FRICTION PASSIVE TOTAL
0.35 4,845 lb. 1,696 lb. 100 lb. 1,796 lb.
TOTAL 1 1,796 Ib.
SLIDING FORC
OT ORCE CE @ TOP FORCE @ BOTTOM TOTAL SLIDING
960 Ib. 320 Ib. 640 Ib. 640 Ib.
TOTAL 640 Ib.
SAFETY FACTOR ON SLIDING: »'.::.2:St::::;:»•:: > 1.25
CHECK IF LOCATED IN MIDDLE THIRD:
distance from center of footing (e) is: »: 0:57)f t < 0.92 ft.
CHECK BEARING PRESSURE:
g(max)= ..'A'425: sf:.>.. < 1,500 PSI.
SAFETY FACTOR ON OVERTURNING: 6.61 > 2
F -=ZX 0.0'x. S2= �•d�0 le—,
NORTH RESIDENCE 12—Nov-93 FILE: RETCI.WK3
RETAINING WALL CALCULATIONS - TYPE C WALL '
WORKSHEET B - STRUCTURAL CALCULATIONS
MATERIAL PROPERTIES:
SECTION 1
I'm (specified masonry strength from T 24-C)
3 1 500;'psi.
is (specified steeel strength)
4000Opsi.
f'c (specified concrete strength)
2500'psi.
Em = 750f'm (modulus of elasticity for masonry)
1,125,000 psi.
Es (modulus of elasticity for steel)
29,000,000 psi.
ALLOWABLE STRESSES:
SECTION 1
Fa=0.20f'm[1-((h'/42t)(cubed))]/2 (ail. axial stress)
150 psi.
Fb=.33f'm2, 2000psi. max ( all. flexural stress)
248 psi.
Fs=.5fy, 24,000 psi. max (all. streel stress)
20,000 psi.
Fv=SORT(f'm)/2, 50psi. max (all. shear stress)
19 psi.
u allowable reinforcing bond stress
140 psi.
VARIABLES:
SECTION 1
SECTION 2
SECTION 3
n (modular ratio = Es/Em)
26
26
26
w (equivilant Auld pressure)
............
..............
€:: 30; psi.
30 psi.
30 psi.
P(A) (axial load per foot of wall)
........::: €€::372:€Ib.M.
3721b.M.
372 Ib./ft.
S(su rch arge I oad per ft of wall)
::>:>:::::>_::>:::::::>::;OIb.
Olb.
ib.
::.:.in
thickness of wall
t(effectivethc
12 in.
2 in.
0 .
t e ensile ars
d distance from coon ac to b
( P )
"`'`''" gin.
"`'`'"""` 9 in
.............
n
........ >0 i .
Ae effective area of axial load per ft. of wall
( P )
42:in.2
42 in.2
42 in.2
steel size ands spacing
P 9
%<5` `.`:]6'i
@::.:.::.
#5'. :1.6.'.:
ERR
As (effective area of steel per ft. of wall
( P )
in .
X23. 2
€€f023 in .2
......... 0 in .2
erimiters of sum
So( P of bars)
.. Z.ii:
..1.. ..
>[>>..... Orin.
ive heiwall)8
h' (effect ght o f
_..... ftAl
.... ft.
0:ft.
b width per foot of wall
12 in.
12 in.
12 1n.
CALCULATION OF PARAMETERS:
CALCULATED STRESSES
R(s) = (.3*S*h'*h')/(x*x+h *h) 0 lb.
O lb.
F.S.
d(S)=x[((x"x/h*h)+1)(arctan(h/x))-0j 3.02 ft.
0.00 ft.
150 psi.
d(R)=h-d(S) 4.98 ft.
8.00 ft.
.<16.94
Vmax = ((2/3)w*h'*h'/2) + R(s) 6401b./ft.
6401b./ft.
- 0 Ib./ft.
Restraining force at top of wall = Vmax/2 320 Ib.M.
3201b.fit.
01b./ft.
Mmax = (0.1283*w"h'*h'*h'2)+(h*R(s)/2) 985 ft b.
985 fflb.
0 fflb.
p = As/(b*d) 0.002
0.002
ERR
np = n*As/bd 0.055
0.055
ERR
k = {sgrt[(np*np)+2*np]}-np 0.2810
0.2810
ERR
j = 1- (k/3) 0.9063
0.9063
ERR
2/jk 7.85
7.85
ERR
ALL. STRESS
CALCULATED STRESSES
F.S.
F.S.
F.S.
150 psi.
fa = P(A)/Ae
8.86 psi.
.<16.94
8.86 psi.
1694
8.86 psi.
;;16.94
248 psi.
ib = (Mmax/(d*d))*(2/jk)
95.54 psi.
:2:59
95.54 psi.
': 2:59
ERR psi.
ERR
1.00 max.
unity formula (fa/Fa+fb/Fb)<1
0.45
2.25
0.45
:::::;:::225
ERR
> ERR
20,000 psi.
Its = 12*Mmax/(j"d'As)
6,302.41 psi.
3:17
6,302.41 psi.
:::::;:;:3;17
ERR psi.
><> ERR
19 psi.
tv = Vmax/(b*j"d)
6.54 psi.
:::::::'2.96
6.54 psi.
:`:;:2.96
ERR psi.
'>< ERR
140 psi.
u(computed) = Vmax/ So*'*
53.37 psi.
'> 2.62
53.37 psi.
<
si.2.62 ERR
'>«- ERR
NORTH RESIDENCE 12 -Nov -93 FILE: RETCI.WK3
Mandatory Measures Checklist: Residential MF -1 R
NOTE: Lownse resroential buildings subject to the Standards must contain these measures regardless of the compliance
approach used. Items marked with an asterisk (') may tie suberseded by more stringent compliance requirements
listed on the Certificate of Compliance. When this checklist is incorporated into true permit documents, the features
noted shall be considered by all parties as binding minimum component performance specifications for the
mandatory measures whether they are shown eisewnere in the documents or on this checklist only.
DESCRIPTION I DESIGNER I ENFORCEMENT I
Building Envelope Measures
• §150(a): Minimum R-19 ceiling insulation.
§150(b): Loose fill insulation manufacturer's labeled R -Value.
• §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls).
§150(d): Minimum R.13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors.
§150(1): Slab eooe insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no
greater than 20 oemvinch.
§118: Insulation specified or installed meets California Energy Commission quality standards.
Indicate type and form.
§116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls
a. Doors ano winnows between condilitxied and unconditioned spaces designed to limit air leakage.
b. Manufactured fenestration products have label with certified U -value. and infiltration certification.
c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.
§150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
§150(0: Special infiltration barrier installed to comply with §151 meets Commission quality standards.
§150(e): Installation of Fireplaces. Decorative Gas Appliances and Gas Logs
1. Masonry and tactory-built fireplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper and odntrol
c. Flue damper and control
2 No continuous burning gas pilots allowed.
Space Conditioning, Water Heating and Plumbing System Measures
§110.13: HVAC equipment water heaters, showerheads and faucets certified by the Commission.
§150(1): Setback thermostat on all applicable heating systems.
§150(j): Pipe and Tank Insulation
1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation
blanket (R-12 or greater) or combined intenovextenor insulation (R-16 or greater).
2 First 5 feet of pipes closest to water heater tank non -recirculating systems. insulated (R-4 or greater).
3. All buried or exposee'piping insulated in recirculating sections of hot water system.
4. Cooling system piping below 5VF insulated.
5. Piping insulated between heaung source and indirect hot water tank.
• §150(m): Ducts and Fans
1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004: duan insulated
to a minimum mstalleo value of R-4.2 or ducts enclosed entirely within conditioned space.
2. exhaust tan systems nave oackdrafr or automatic dampers
3. Gravity venuiacno systems servino conditioneo space have either automatic or readily accessible.
manually operated campers..
§114: Pool and Soo Heating Systems and Equipment
1. System is cerafied with 78% thermal efficiency, on-off switch, weatherproof'operating instructions.
no electric resistance neauno ano no Pilot light.
2 System is instwleo with:
a. At least 36' cioe oetween filter and heater for future solar heating.
b. Cover for outcoor pools or out000r spa.
3. Pool system nas c rectionai inlets ano a circulation pump time switch.
§115: Gas-iireo centra., furnace, pool neater, spa neater or household cookino appliance have no
conanuousiv bunno phot tight. ( Exception: Non -electrical cooking appliance win pilot c 150 Btwhr.)
Lighting Measures
§I50(k): 40lumenswat or greater for general lighting in kitchens and rooms with water closets: and
recessed ceiiino fixtures iC ;insulation coven approved.
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance specifications needed to eompyvrith Title 24, Parts 1 and 6, of
the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the
individual with ovens design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple
orientations, any shading feature that is varied is indicated in the Special Feawries/Remanks section.
Designer or Owner (per 6uelneae a Profession c°de)
Name:
Tide/Firm:
Address:
Telephone:
Lic. s:
(signature) (date)
Enforcement Agency
Name:
Tide:
Agency:
Telephone:
(Signature/stamp) Coale)
Documentation Author
Name:
Tide/Firm:
Address:
Telephone:
(signature) V (date)
Certificate of Compliance: Residential Climate Zone 11
I
ProjectTlUe
Bu' din atait N — /
medced y Date
Enter eanent Aaenev Use Oniv
Fenestration
BUII,DING DATA Area
tioned Floor Area Number of Stories 3 North
:kt
sed Floor Number of .Units East
South
Single Family Detached (SFD) [ ] Addition Alone West a2�o.
(]Single Family Attached (SFA) [ ] Existing Building Skylight />_ A "•,
(]
Multi-Family(MF) [ ] Existing -Plus -Addition Total 53. err
B UU,DING SHELL INSULATION
Component Insulation Locatiion/eommerls
Type R -Value (Syne, to garage, Dmf%l. ere)
Roof ............. IS -06
Roof ....
Wall..............1-� s=�--
Wall..............
Floor .............
Floor .............
Slab Edge....:
FENESTRATION
Shading Devices
-Eenestration Area Type Interior Exterior Overhing Framing Type
North ( )
North ( )
East ( )
East ( )
South ( )
South ( ) ——
West ( )
West (
Skylight........
THERMAL MASS
Type/Covering Area 'Thickness
(slab/exvosed. tile, etc j (so (inches) L.Ocation/Descri0don (kitchen. bath, etc.)
IiVAC SYSTEMS 'Minimum
Duct
Type (furnace, air Efficiency
Location
conditioner, hent vumv) (AF UE, SEER.HSPF)
(,atttic.eetcc.)
IIOT WATER SYSTEMS Tank
Duct
R --/Value
Thermostat Tyne
Heat Pump
(tinlit or nkg)
System Type (storage gas, etc.) Capacity Numberir' ">�er— y Factor"t
-7 7Z6
SPECIAL FEATURES/REMARKS
Point System Summary: Climate Zone 11
1. Calling Insulation _q_ or
R -value (381 U -value [0.028)
2. Wall Insulation _ A or
value f191 U -value (0.065)
S. Raised Floor Insulation or
R-vwue [191 U -value (0.037)
A. Slab Edge Insulation or
R -value [01 F2 factor [0.751
Infiltration Any Ducts in Unconditioned Space? ( Y / N) [Y]
6. Fenestration Heat Loss
Type U -value 10.651 Total % Fenes. 1161
7. Fenestration Heat Gain
% Fenestration SCshade open Eft. % Fenes. Shade Eli. Ratio
North - 7 x % J ,
East x = �j
South ';? • C X o
West -5.7x =
Skylight x =
Overhangs? ( Y / N )
8. Interior Thermal Mass or
% Exp. Slab [201 Int MasVCFA
9. Exterior Wall Mass
10. Heating System
Ext Wag Masa
x
R-vaiue
One
AFUE or HSPF
Duct Effie. (1 sorry:
Effective AFUE
-74
[78% or 6.81
0.63:2+ story: 0.881
or HSPF'
11. Cooling System
/ o
x
R-30
•1
SEER 110.01
Duct Effie. (1 story:
Effective SEER
0
0
0.81: 2+ story: 0.871
2. Wall Insulation
12. Water Heating
Numow of stones
.51
Single-
System 1 SG50
Threi
J2 ()L'
Family
Heater Type
Energy Factor
Ext Ins. R-vaiue
Auxiliary Input
(SG501
10.531
11 2j
[None[
System 2
Heater Type (None) Energy Factor
1. Ceiling Insulation
R -0
Number of stones
-43
R-vaiue
One
Two
Three -
R -0
-74
-48
-27
R-19
-5
-4
-2
R-30
•1
-1
0
R-38
0
0
0
2. Wall Insulation
.67
Numow of stones
.51
Single-
Single.
Threi
R-0
Family
Family
Willi -
R -0
-72 -57
-43
R-11
-7 •6
-4
R-13
-5 -4
•3
R-15
-4 .3
•2
R-19
0 0
0
R-21
1 1
1
3. Raised
Floor Insulation
.67
.52
Insuisthm In Floor
.87
.67
Numow of stones
.51
R -slue
One Two
Threi
R-0
.14 -9
-5
R-11
-3 .2
-1
R-19
0 0
0
R-30
2 1
1
Point Scores
O
O
Sum 1.6
srb
Dismoution
ISM] 4-5
Ext Ins. R -value Auxuiety Input Distruzuoon
Point Total _0
4. Slab Edge Insulation
Numoer of Stones
R -value One Two Three
R-0 0 0 0
R-5 6 4 2
R-7 7 4 2
6. Fenestration Heat Loss
7. Fenestration Heat Gain (based on Shaoe Enecuveness Rano)
Eh
.,Houses With Ducts (R-4.2)
North
S
(Slab -on -grade
Sum 7-9
Zonal Control
Family
Adjustment 101
Family
Two
west
ZoriwigC road
slry8gnt
Adjustment 101
.87
srb
Dismoution
ISM] 4-5
Ext Ins. R -value Auxuiety Input Distruzuoon
Point Total _0
4. Slab Edge Insulation
Numoer of Stones
R -value One Two Three
R-0 0 0 0
R-5 6 4 2
R-7 7 4 2
6. Fenestration Heat Loss
7. Fenestration Heat Gain (based on Shaoe Enecuveness Rano)
Eh
.,Houses With Ducts (R-4.2)
North
Method A
(Slab -on -grade
East
Pereelrt
Family
South
Family
Two
west
Exposed
slry8gnt
%
.87
.67
.52
51
.87
.67
.52
.51
.87
.67
52
.51
.87
.67
.52
.51
.67
.66
Fen-
or
to
to
or
or
to
to
or
or
to
to,
or
or
to
to
or
or
or
estra.
more
.86
.66
less
more
.86
.66
less more
.86.
.66
less more
.86
.66
less mora
hiss
Pon
-69
-62
-55
48
-41
-38
.34
.31
-27
-24
-20
-17
-13
-10
407.
-77
-58
-52
18--
-5
-4
.3
-2
-21
-20
-15
-12
.26
-23
.16
.12
.36
-32
.23
-16
-75
-50
115%
-4
-4
.2
-1
-18
-16
.13
.10
.21
.19
.13
.9
-31
-27
.19
-14
•65
"
14%
-4
-3
.2
-1
-14
-13
.11
.8
•16
•14
.10
-7
.26
-23
-16
-11
-55
-38
127.
-3
-2
.1
-1
-11
-10
.8
.6
.12
•10
.7
-4
.21
-18
-13
-8
46
-31
117E
-2
-2
•1
0
-10
-9
-7
-6
•10
-8
.5
-3
-19
-16
-11
-7
-41
-28
10%
•2
-2
.1
0
-8
-8
-6
-5
.8
-7
.4
-2
.16
-14
-9
-6
-37
-25
9%
'-2
-1
.1
0
-7
•7
.5
.4
-6
-5
-3
-1
-14
-12
-8
-5
•32
-22
8%
-1
-1
-1
0
-6
-5
-4
.4
-4
.4
-2
0
-11
-10
-6
-4
-28
-19
71Y.
-1
-1
0
0
-5
-4
.4
-3
.3
-3
-1
0
-10
-8
-5
-3
-24
-17
6%
-1
-1
0
0
-4
-4
-3
-2
-2
-2
.1
0
-8
-7
-4
-2
-20
-14
5%
-1
0
0
0
-3
-3
-2
.2
•2
-1
0
0
-6
-5
-3
-1
-16
-12
4%
0
0
0
0
-2
-2
-1
-1
-1
-1
0
1
.4
-4
-2
0
-12
-10
3%
0
0
0
0
-1
-1
-1
0
0
0
0
1
-2
-2
0
1
-9
-7
2%
0
0
0
1
0
0
0
0
0
0
1
1
0
0
1
2
-6
-5
1%
1
1
1
1
1
1
1
1
0
0
0
0
1
1
2
2
-3
-2
O%
1
1
1
1
1
1
1
1
0
0
0
0
3
3
3
3
0
0
5. Infiltration (Duct Air Leakage)
Duns to Unconortlorted Space 0
No Ducts in UnconcittOned Soave 3
8. Interior Thermal Mass
.,Houses With Ducts (R-4.2)
Exterior
Method A
(Slab -on -grade
Construction Only)
Pereelrt
Family
U-vdue
Family
Two
Three
Exposed
sloe
0.00
Stones
Total
1.31
1.21
1.11
1.01
.91
.81
.76
.71
.66
.61
.56
.51
.46
.41
.36
.35
Percent
or
to
to
to
to
to
to
to
to
to
to
to
to
to
to
or
Fenestration more
130
1.20
1.10
1.00
.90
.80
.75
70
65
60
55
.50
45
40
less
50Y.
.100
•76
-69
-62
-55
48
-41
-38
.34
.31
-27
-24
-20
-17
-13
-10
407.
-77
-58
-52
-47
-41
-36
-30
-27
-25
-22
-19
-16
.13
.11
.8
.5
35%
-66
49
-44
-39
-34
-29
-25
-22
.20
.17
-15
.12
-10
-7
-5
•3
3011-
-54
40
-36
-31
-27
-23
-19
-17
-15
-13
-11
3
-6
-4
.2
0
MY.
-50
-36
-32
-28
-25
-21
-17
-15
-13
-11
-9
.7
.5
-3
.1
1
26%
-45
-33
-29
-25
-22
-18
-14
-13
.11
-9
-7
-5
-4
-2
o
2
24%
41
-29
-26
-22
-19
-16
-12
-11
-9
.7
3
-1
.2
-1
1
3
227.
-36
-25
-22
-19
-16
-13
-10
-8
-7
-5
-1
-2
-1
1
2
4
20%
-31
-22
-19
-16
-13
-11
-8
-6
-5
.4
-2
-1
1
2
3
5
18%
-27
-18
-16
-13
-11
-8
-6
-f
'-3
-2
-1
1
2
3
4
6
16%
-22
-14
-12
--10
-8
-6
-3
-2
-1
0
1
2
3
4
6
7
14%
-18
-11
-9
-7
-5
-3
-1
0
1
2
3
4
5
6
7
8
12%
.13
.7
-6
-t
-2
-1
1
2
3
4
4
5
6
7
8
9
107:
-8
-t
.2
.1
1
2
3
4
5
5
6
7
8
8
9
10
87.
-4
0
1
2
3
4
6
6
7
7
8
8
9
9
10
11
8. Interior Thermal Mass
.,Houses With Ducts (R-4.2)
Exterior
Method A
(Slab -on -grade
Construction Only)
Pereelrt
Family
One
Family
Two
Three
Exposed
sloe
0.00
Stones
Stones
0
0.20
.3
3
.2
0.40
-1
10
4
.2
9
.1
6
-1
20
10
0
1.00
0
12
0
30
17
1
10
1
18
1 .
40
1.60
3
17
2
1.80
1
50
14
4
24
3
14
2
60
1.
5
0
3
7.4
2
70
4
6
2
4
1
2
80
7.6
8
7
5
4
3
90
950.
9
8.0
6
9
3
100
4
10
100%
6
8.5
4
11
9
Method B
4
2
Int
-15
Slab Fbw
+5
Raised Floor
Mass
(AFUE or
stories
-7
Effective
Stones
-17
/CFA
One
Two Three
One
Two
Three
0.0
-11
-8
-6
-1
.1
0
0.1
-10
-7
-6
0
0
0
0.3
-9
3
-5
1
1
1
0.5
.8
-5
-4
2
2
2
1.0
-0
3
.1
4
4
5
1.5
-0
.1
1
6
6
6
2.0
-2
2
4
8
8
8
2.5
1
3
5
9
9
9
3.0
3
'6 .
5
11
10
10
4.0
4
6
7
13
13
13
5.0
4
6
6
14
14
14
6.0
5
7
9
15
15
15
7.0
7
8
10
16
16
16
8.0
8
9
11
18
17
17
9. Exterior WaU Thermal Mass
.,Houses With Ducts (R-4.2)
Exterior
Single-
Single-
Mufti
Wall
Family
Family
Family
Mass
Detached
Attached
-14 to
0.00
0
0
0
0.20
3
3
2
0.40
7
5
4
0.60
9
8
6
0.80
12
10
7
1.00
14
12
9
1.20
17
13
10
1.40
18
14
11
1.60
21
17
13
1.80
23
18
14
zoo
24
19
14
10. Heating-Systetn
.,Houses With Ducts (R-4.2)
1000
Waw o wit g
SEER
to
Point Score
Houses With Ducts (R-41)
1499
30
Spin
Pckg .25 or
-24 to
-14 to
-4 to
Sum
of 1.6
AC
AC
Gas
Split
Pkg
-25
-24
-14
-4
+6
16
AFUE
HP
HP
or
to
to
to
to
or
-
HSPF HSPF
less
-15
-5
+5
+15
more
787.
6.8
6.6
0
0
0
0
0
0
807.
7.0
6.8
1
1
1
1.
0
0
85%
7.4
7.2.
5
4
3
2
2
1
90%
7.8
7.6
8
7
5
4
3
1
950.
8.3
8.0
11
9
7
5
4
2
100%
8.7
8.5
13
11
9
7
4
2
less
-15
Effective AFUE or HSPF
+5
.15
more
(AFUE or
HSPF x duct efficiency)
-7
Effective
-0
-17
5.0
Sum of 1.6
•29
-23
Gas
Split
Pkg
-25
-24
-14
-4
+6
16
AFUE
HP
HP
or
to
to
to
to
or
1.1
HSPF KSPF
less
-15
-5
.5
+15 mora
One Story House
0
0
8.1
7.9
0
0
33%
Z.9
Z8
-62-
-53
44
-34
-25
-16
407.
3.5
3.4
-40
-34
-28
-22
-16
-10
507.
4.4
4.2
-19
-16
-13
-10
-7
-5
60%
5.2
5.1
-4
-4
-3
-2
•2
-1
64%
5.6
5.4
0
0
0
0
0
0
70%
6.1
5.9
6
5
4
3
2
1
80%
7.0
6.8
13
11
9
7
5
3
90%
7.8
7.6
19
16
13
11
8
5
100%
8.7
8.5
24
20
17
13
10
6
Two or
Three Story
House
-11
A
-7
-4
33%
2.9
Z.8
-69
-S8
-48
-37
-26
-15
40%
3.5
3.4
-46
-39
-32
•24
-17
-10
50%
4.4
4.2
-24
-20
-16
-13
-9
.5
60%
5.2
5.1
-9
-8
-0
-5
-3
-2
69%
6.0
5.8
0
0
0
0
0
0
707.
6.1
5.9
1
1
1
1
0
0
80%
7.0
6.8
9
8
6
5
3
2
907.
7.8
7.6
15
13
10
8
6
3
100%
8.7
8.5
20
17
14
11
8
4
Zonal Corral Adjustment
System Type
Resistance
6
4
3
2
1
0
Other
3
3
2
1
1
0
I1. Cooling System
Adjustment for No Taal( lnsatsloo
Numow of Water Mewe rt
Water Hewer Tvoe One Two
SG50 -2 .5
SG75 .3 a
SE .5 -4
MP .2 .4
Souse Sire Adjustment
Hage Site (rte)
Subtotal
.,Houses With Ducts (R-4.2)
1000
Waw o wit g
SEER
to
Point Score
Sum of 7.9
1499
30
Spin
Pckg .25 or
-24 to
-14 to
-4 to
+6 to
16 or
AC
AC
less
-15
-5
+5
+15
more
10.0
9.7
0
0
0
0
0
0
11.0
10.7
4
3
2
2
1
0
1Z.0
11.6
8
6
5
3
1
0
13.0
12.6
11
9
6
4
2
0
14.0
13.6
13
11
8
5
2
0
15.0
14.6
16
12
9
6
2
0
IGi
As
Efteaive SEER
2
5
3
(SEER x duct efficiency)
Eft SEER
All
0.93
-21
Sum of 7.9
Solrt
Pckg
-25 or
-24 to
-14 to
-4 to
+6 to
16 or
AC
AC
less
-15
-5
+5
.15
more
One Story House
am
-7
.4
-0
-17
5.0
4.9
•29
-23
-17
-11
.4
0
6.0
5.8
-16
•13
-9
-6
-2
0
7.0
6.8
-7
3
-4
-3
1.1
0
8.0
7.8
-1
0
0
0
0
0
8.1
7.9
0
0
0
0
0
0
9.0
8.7
5
4
3
2
1
0
10.0
9.7
9
7
5
3
1
0
11.0
10.7
12
10
7
4
2
0
1Z.o
11.6
15
12
9
6
2
0
13.0
12.6
18
14
10
6
3
0
14.0
13.6
20
16
11
7
3
0
15.0
14.6
22
17
12
8
3
0
Two or Three
Story House
5.0
4.9
-35
•27
-20
-13
-5
0
6.0
5.8
-21
-17
-12
-8
•3
0
7.0
6.8
-11
A
-7
-4
•2
0
8.0
7.8
-4
-3
-2
-1
-1
0
8.7
8.4
0
0
0
0
0
0
9.0
8.7
2
1
1
1
0
0
10.0
9.7
6
5
4
2
1
0
11.0
10.7
10
8
6
4
1
0
12.0
11.6
13
10
7
5
2
0
13.0
126
16
12
9
6
2
0
14.0
13.6
18
14
10
6
3
0
15.0
14.6
20
16
11
7
3
0
Adjustment for No Taal( lnsatsloo
Numow of Water Mewe rt
Water Hewer Tvoe One Two
SG50 -2 .5
SG75 .3 a
SE .5 -4
MP .2 .4
Souse Sire Adjustment
Hage Site (rte)
Subtotal
loris
1000
Waw o wit g
than
to
Point Score
1000
1499
30
17
.5
-25
•14
1
-20
-11
3
.15
-9
7
-10
-0
.2
.5
3
.1
0
0
0
5
3
1
10
6
2
15
9
3
2D
11
3
25
14
4
House She Adjusttnest
SG50
AD
HMO sae (ftp
suixotw
1500
2000
Witter Hewg
to
or
Pont Score
1999
more
30
0
7
-25
0
2
.20
0
2
-15
0
t
.10
o
t
.5
0
0
0
0
0
5
0
0
10
0
t
15
0
-t
20
0
.2
25
0
.2
Zonal Control Adjustment
All 6 5 4 2 1 0
U. Water Heating
One Water Hester - No Atndllary Grwdtts
Dltttribtmi symm2
Retie Svstems
wase Mmass Enrpp STD HWR tip@ NO Tlnw Demo
Heger Tvoel Zones Factor POU Iniad Cut
SG50
AD
am
0
3
1
-0
-5
0
0.63
5
8
6
-4
0
5
0.73
8
11
9
0
4
8
SG75
All
0.46
-2
1
-1
-12
-7
-2
0.58.
3
6
5
-5
-1
4
am
7
10
8
-1
3
7
SE
All
0.87
-20
-12
-17
-41
32
-19
0.93
-17
-0
-13
38
,28
-16
IGi
As
OBD
2
5
3
IE
All
0.93
-21
-12
HP
6-11.13.15
1.80
4
7
5
-5
-1
4
Two W ser Heater(+ - No AnzzMary Credits
SGSO
At
am
-7
.4
-0
-17
-12
-7
0.63
1
5
3
-0
•4
1
0.T)
6
to
6
-2
2
7
SG75
At
0.48
-12
-0
-11
-22
-17
•12
(158
.1
3
0
-11
b
-1
0.68
6
9
7
-4
1
6
SE
All
0.87
-22
•14
-19
46
-35
-22
0.93
.16
•7
-12
-39
-28
-15
!G
All
am
.4
•1
.3
IE
AN
O.M
-21
-12
HP
• 6-11.13.15
1.80
.1
3
1
-10
-6
0