HomeMy WebLinkAbout017-260-170ti tt x
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011-410-170 PERMITN97-0641
EGBERT, Mike & Monica '
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19 Alms Bluff, Chico
71
New Single Family
O// 70 03-3684
COMCAST COMM,
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PLACE CATV POWER SUPPLY
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011-410-170 PERMIT#97-0641
,EGBERT, Mike & Monica
19 Alms Bluff, Chico
New Single Family
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OFFICE COPY
Address \�
HCl polL� t/U" �e J)6% GAS
G C Meter By Date' j
C S N ELECTRIC R
Meter'By Date
7
JOB FINALED (Date)
,Signature
V=OK -
0 = Not OK
Not Apicable
=Not Ready MOBILE HOMES'
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements - Setbacks - Easements
2. Soils; Special MH Support Sketch
3. Sewer, Location -Test -Fall -C/0 -Concrete
4. Water, Location -Test -Easement Needed (Sketch)
5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap; / /"L'ft.
/ /Nat. or/ PL"ft./ /LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date
Card'13-11 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
2. Footings; Size -Spacing -Marriage Line
3. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Test -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. Tie Downs -Type -Installation Cert.
10. Exits; Insp.-Sketch
11. Cert of Occupancy
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-ConnectorsSteel
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shth : Rf .-Brgcin
yt �r�,'5 iAQty A�41; L'$Iumns Connections Splice A I -Enclosures
6. Carpokh; Windows -Doors
7. Electric
8. Frmg.; Sils-Anchors-Studs-Rttrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distance-GFI
5. Elec.; Pool Lighting; 15 Volts-GFI
- 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
//
✓ = OK
0 = Not OK
- = Not Applicable
= Not Ready
RESIDENTIAL (Single & Duplex)
Date
UNDERFLOOR (Plans) OK except #'s
Z ' g-Setbacks-Easments-Flood-Slope
Ftg,rMain; Soils-Elec. Grnd -/ P' Ftg. Depth
Ftg. Garage; Soils-Steel-Elec. Grnd/ P' Ftg. Depth
4.
Ftg. Porches & Decks; Soils -Steel-/ P' Ftg. Depth
Stemwalls, Main; Steel-Blockouts-Wrapped
mwalls, rage; Steel-Blockouts4Nrapped
Hold DAfwns a Special Anc o dJt..1l
7.
Slab, Steel-Wrapp
iers-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-Anchors-Regulator-Service Test
12.
Electric Underground
13.
Pienums & Ducts; Clearance-Mater:al-Support-Ins.
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15.
Access & Ventilation
16.
Insulation
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card E-1
Date
JWUMBING (Permit) OK except #'s
ater Htr.; Vent -Access -Combustion Air Baffle
at -ipe; Test & Anchor -Nail Protection
20.
D.W.V.; Test Fittings & Anchor -Nail Protection
Shower Pan; Test, First Floor -Tub Access
21.
Test Tub & Shower, Second Floor -Tub Access
22. Gas Pipe; Sixe & Anchors
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date ELECTRICAL (Permit) OK except #'s
23 ixture & Transformer Clearance -Ins. Protection
24 E ec. Receptacles Spacing -Lights & Switches at Doors
2*-'5§ze Boxes & No. of Conductors Stapled
26:'-Romex Installed Close to Edge of Studs & C.J.
Equip. Ground made up w/Mech Fastners-Bond Gas & Water
?,$.-2 Appliance Circuits in Kitchen & Conductor Size GFI
29�ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al
30. Ran.re Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or At
Insulat-d Neutral (1 Yes n No
31. Service -Riser Conductors & Ground -Main Disconect
quip. Clearances Panels-Motors-Mech. Epuip.
Clothes Closet Light -Shower Light -Spa Light
Smoke Detector
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MECHANICAL (Permit) OK except #'s
A.C. Ducts Insulation & Support
ent Fan, Exhaust above insulation
3.z-.�ondensate Drain & Overflow, Size & Grade
Furnance-Vent Access -Comb. Air -Return Air Vent 115 outl t y
1 �ti 3 is Access & Platform if Furnace in Attic
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FRAMING (Plans) OK except #'s
49—'Sits P oper Materials & Anchors
qjswStucls-Nailing Spacing & Braces -Plates -Sound
Bearing Walls over Girders & Floor Nailing
A3 -(Draft Stop in Walls (rat proof)
Fir Stops, Furred Ceilings -Stairs -Chasers -Tubs
Headers & Beams -Size & Bearing
(Continued)
JA-Ciing. Joist-Rftr. Ties-Pudin-roff Brac.-Truss-Shting.-Rfng.
replace Ties or Type A Flue -Fireplace Throat clearance
c_lece-ss; Size & Romex Protection -Draft Stoo-lns. Baffles
54P!Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
15.1!Garage Fire Protection Framing
52—Property Line Firewall & Openings
53,-Uf. Doors -One 3' -Check Garage 3rd Story, 2 Exits
54.-Stairc'aW4'dih-Headroom-Rise-Run-Landing-Fire Protection
pod on Roof Overhang -Attic Vents -Rafter Outriggers
iding-Nailing Veneer
ucco_ Mesh -Drip Screed -Fd. Vents-Underflr. Access
6 . azi ea -Glass rotection-Skylights-Plastic
2e 5 ear Walls; N" g -Bolts
60. Brace Wall Panels
61. Insulation -Walls -Ceilings
62. Infiltration -Walls -Windows
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FINAL (Plans) OK except #'s
.,Pit Steps -Door & Sidelight Protection -Landings
. %oke Detector
06- Furnace; Vents -Clearance -Comb, Air-Conector-
_,tt't'Garage; Above Floor-Ducts-Mech. Protection
6. Bedroom Exiting
F.I. & Bath Fixtures & Tub Access -Spa
Ejpc. Trim & Subpanel, Breaker Sizes & Labels
6 Lairs & Rails
7 yPireplace or Stove, Clearance -Hearth
.,Elec. Outlets at Wood Panel, Int. & Ext.
i. t. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance
7f. Oec. Outlets & Rece ticales at Kit. Counter
ge Fire Door; Swing -Landing -Closure
._Z6-7St _Duct in Garaae-Damper
Htc; Vents -Clearance -Comb. Air Connector-P.R.V.
Above Floor-Mech.
MpAb., Elec. & Mech. Equip. Listed for Location
.�Elec. Receptacles in Garaae (G.FI.)-Romex Protection
4. Insulation -Foam -Looked in Attic
_. Guard rails & Deck Construction -Post Caps
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor 0 Yes
2kFollowing Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No
33. ,Stu -Finish
n.. .C. Unit Disconnect, Electrical -Plumbing
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
later Well, Disconnect, Electrical, Plumbing
erior Elec. Trim, G.F.I. Receptacle -Underground
aV/Jentilation Throuaht House
ss Protection
from Previous Inspections
1p`.!fn I Gas Test -Meters Tagged, Gas -Electric
Water & Sewer Connected -C/O to Grade -HD Approval
q/. Energy Compliance Certificate -Other Certificates
Date Card B -1c24 Date Card B-1
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
GOUIT'Y OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
CORRECTION NOTICE
666/4--- 7�7-
OWNER V PERMIT NO.
V
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
r
Date Inspector
REV 10/92 r
CQUNTY 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
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 co�ct this office immediately.
/ < < 6 I -E-- &2zL C/'4 --2C-
2FLez aa -:L
Date j — Z--_ Ins
REV 10192
COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75419 PJERMIT NO.
(Rev. 12/96) APPLICATIbN AND PERMIT
ASSESSOR PARCEL NUMBER ZONING
11-41-170 R3
BUILDING PERM
OWNER TELEPHONE
MIKE & MONICA EGBERT 891-1594157,626
KQ.FF7r.OCC.BUILDING VALUATION
OWNERS MAILING ADDRESS
2921 GRAPE WAY CHICO 95973
U
25,470
CONTRACTOR'S NAME
UNKNOWN
TELEPHONE -
199010,660
590 0
3,850
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
NORTH STATE NATIONAL BANKlace
Fireplace "A"
1,500
1
LENDER'S MAILING ADDRESS
Total Valuation $
199,106
ARCHITECT OR ENGINEER
LICENSE NO.
Filen Fee $
20.00
Permit Fee $
989.50
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
643.18
BUILDING ADDRESS
19 ALM BLUFF CHICO
Energy Plan Checking Fee $
23.00
$
PERMIT FEE s
1675.68
LOT NO.
SUBDIVISION'S NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SFX Duplex ❑ Mobilehome ❑ Other
A SPECIFY
Each Trap4
7.00 98.00
Solar or heat pump water heater
23.00
Water piping
15.00 15.00
Each as water heater or vent
15.00 15.00
TYPE OF WORK
New CR Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: 3br
Gas piping system 1 - 5 outlets
15.00 15.00
Building sewer
15.00
Mobile Home I S I G I W
@20.00
PERMIT FEE $
178.00
ELECTRICAL PERMIT
Filing Fee 20.00
S9
Main Service zoOo*oA oROR LELEss
23.00 23.00
LICENSED CONTRACTOR'S DECLARATION
1 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 in full force and effect.POWER
License Class LIC. No.
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.
XI, 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
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
Z& I have and will maintain a certificate of consent to self -insure for workers'
R4 compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 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 workers' compensation insurance carrier and policy number are:
Carrier
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.)
I 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 1 should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
X Date _ _
Signature of Applicant - E�Pher ❑Contractor ❑ Agen
An OSHA permit is required for excavatioover 5'0" deep and molition or construction
n
of structures over 3 storie in height.
Main Service TO 46.00
NEW CONST. DWELLING OCUP. SO
W:CCU
OR ADDNS. ( a ACC. BLDS. 3.5¢Fr. 151.69
NOWFIESIOT' M�uLTI-ounET @7,50
APPARATUs
8 SINGLE OUTLET CIR.
Ex. OCCu OUTLET OR FIXTURES 20 Q t.00
BAL @ .30
Ex. Occup. ouTLEETS REQS o.oea
5.00
Temporary Service 23-Ool 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
EE
PERMIT FEE $ 217.69
MECHANICAL PERMIT Filing Fee 20.00
Heating 3 115.00 45.00
Cooling 3
25.00 75.00
Hood 6.50 6..50
Ventilation 4 4.5018.00
PERMIT FEE $ 164.50
Mobile Home Installation Fee $
Energy Inspection Fee $ 46.00
occ
R1
CONST. TYPE
VN TOTAL FEE $ 2281,
HAZ.
_
D. FEES IMP
X
FLOOD
X
CDF
j(
PARCEL
X
PD
X
HD SSU
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By ate _
ON 2
ate
Receip o. do � L Ltit� 8�XPIRES
WHITE•O.D.S.•B.D. CANARY -ASSES PINK -INSPECTOR GOLDENROD -APPLICANT..
l
i
r COWNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754PERMIT NO.
(Rev. 12/96) APPLICATION AND PERMIT �?`7-0&�_
ASSESSOR PARCEL NUMBER/ / _ C� / .` f •7
(/ ` `
ZONING
Sit - 3
BUILDING PERMIT ,
OWNER M/
G�
/MAILING
T�5 NE /5
SO, OCC. BUILDING VLUATION
OWNERS ADDRESS
'L C7 aA� e �„/e CGfiC� L10-
/F/T.
Z ! q A /5--7 62-(.
/K! s7 V 25 70
CONTRACTOR'S NAAQE _ , / I
J �'�J
TELEPHONE
TELEPHONE
G,Gs `t A
V
CONTRACTORS MAILING ADDRESS
r-0
CONSTRUCTION LEND�2l�'1 l>G�/a;TG yyif7-1-el 61
LENDER'SMAILING ADDRESS CK/
Fireplace ,� / SC7 0
Total Valuation $ (J
ARC 014 ENGINEER. l..' C' ��� I
/7j
L//Vl V N
LICENSE // /
c�
Filing Fee $ 20.00
ARCH1�Cr OR ENG EER M'AIy{NG RE9s O
H? 4 r Z/J tJ� iJL' �%�l G� C� QJ S �/ ��
Permit Fee . S
Plan Checkin Fee $
BUILDWGADDRESs ;1
Energy Plan Checking Fee $ 23
Com/
$ 5.
PERMIT FEE s
LOTNO. SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT Fling Fee 20.00
USEOFSTRUCTURE
SF � Duplex ❑ Mobilehome ❑ Other SPECIFY
Each Trap %L/ 7.00 cyC
Solar or heat water heater 23.00
-pump
Water piping 15.00 /57-
Each gas water heater or vent 15.00 16-
TYPE OF WORK
New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Vr,�A7
Describe Work: ��
Gas piping system 1 - 5 outlets 15.00 /S7
Building sewer 15.00
Mobile Home S G W @20.00
PERMIT FEE $ 7ej'
ELECTRICAL PERMITFling Fee 20.00
Main Service800 oR LEss
200, OR LESS 23.00
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 in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
I herebyaffirm under penalty of perjury that I am exempt from the Contractors License
P tY P 1 rY P
Law for the following reason:
❑ 1, 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.
❑ 1, 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
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'—Cooling
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 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 workers' compensation insurance carrier and policy number are:
Carrier
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' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
X Date
Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures 3 stories in height.
11
Main Service 200A TO 1000A 46.00
NEW CONST. 37DWELLING OCCUP. SO /S/ /
OR ADDNS. ( a ACC. SLDS. 3.5QFT_ /
NON-RESIDT NEW (MANC OUTLET 97.50
POWER APPARATUS
a SINGLE OUTLET CIR.
Ex. Occup. OUTLET OR FO(TURES RAL I yo
Ex. OCCU • FlxEO AWOR
OUTLETS RESID. EA 5.00
Temporary Service 23.00 `t-3
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE $
MECHANICAL PERMIT Fling Fee 20.00
Heating 3 1 I S , ys •
Z 1;' %
Hood 6.50 %
Ventilation y _.
PERMIT FEE $ I 'St7
Mobile Home Installation Fee $
Energy Inspection Fee $
-
° 9 TOTAL FEE $
HAZ'
cl—.t
I D. FEES MP F 00 F
P C PD
HD ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By Date
PERMIT EXPIRES ON
/Oe1e1
oover
Receipt No. oL/' 'Ll 013Z -6 0a
WHITE-D.D.S.-B.D. CANARY• S SSOR P K -INSPECTOR GOLDEN ROD -AP PL ICANT
it •
APPROM r .
APPROVED � .
Butte County
�° Envhwk �r ta! Hesu1
r Ertvtronmentai Hearth
Date
�I Signature Sigti,.::re
COUNTYOFBUTTE DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION
J
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER Alike- 117 o.J / CSA rG/3 kAf
A. P. No.
Proposed Building Use /J e -J /Gc Building Inspector 4-:�- Date L
At time of permit 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 a a d ufacturer's installation instructions, 2 sets. .
10. Fees of$ //-% ...............................
1 Impact fees as shown on attached schedule. .�gineer.
z�
2. California Department of Forestry plan approval '.......... .
A3. Flood elevation letter (100 year flood�V orn.........:: :
14. Sanitation and plot plan approval ��ll Health Department. .. -J;W Gam/
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). ...Prea�spe�o� RqueT-
20. Pre -inspection for required. . to Building lnspeaor (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. . .......... .
`\124. 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 JIM,
and (B) Parcel meets zoning area and frontage requirements . ...............
31. Existing violations/expired permits . ......................................
32. Plan check list ......................................................
33.
34.
WVyou issue the ermi , rocess as follows: Mail to owner. Mail to contractor.
Telephone `��/" /� and hold for pickup at H�a'o office. Deliver with inspector.
Other �j
Parcel Creation
Acreage Applicant 4 y/~, -t/ ? Date' n�Y�
Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date
Copy of plans sent Health Dept. Fire Dept. Other Pate By
The following data must be submitted prior to permi iss a e: (Cir ew it t 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 Counter by _ Date
Plans checked by Date Plans approved by -- Date - R
Sets of plans on hold in File cabinet AP folder
Copy - Department of Public Works
p
'USE 6NLY
.7 mot man Attad%W 5-
4
I:Itxjr Man Att2ched.-
Scnt to B. D.
TO: Building Department
;FROM: Environmental Health
-SUBJECT: Sanitation Clear
ance
A
_V
.
*#Okn' L AP#
ocation':
er
0�Plan Approved for: Sewage Disposal. Water' Supply: PLiblic Private Well -
Clearance'for.bedroom iionie. Other
Hold final' for.::
Final clearance O.K.j6r:'.'.`
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OTE:
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A TRANSM ITTAL From:
RD ROBERTSON and DOMINICK
Civil Engineers & Surveyors
870 Manzanita Ct, Ste. D
Chico, CA 95926
Phone: (530) 894-3500
. Fax: 894-8955 '
01/27/98
To: George Kellogg From: Eric Robertson
OF: Butte County Bldg. Dept.
Re: Egbert Residence
CC:
❑ Urgent ❑ Please Reply ® Per Your Request
• Comments:
George,
This transmits two copies of revised Sheet S10 for the Egbert residence which reflect the
addition of the information you requested in our telephone conversation and your fax to me. As
you'll see the hold down of the vertical lattice members on detail 4 is accomplished with 7
Simpson H4 ties (capacity = 7x360 = 2520#) which easily handles the 1666# uplift without
including the 2-8d toe nails on the remaining 23 verticals.
If you have any further questions please call me.
Thanks, JAN 2 d 1998
BUII,DING D VISIQ
AT
A TRANSM ITTAL From:
RD ROBERTSON and DOMINICK
Civil Engineers & Surveyors
870 Manzanita Ct, Ste. D
Chico, CA 95926
Phone: (530) 894-3500 ,
Fax: 894-8955
01/19/98
To: George Kellogg From: Eric Robertson '
OF: Butte County Building Dept.
Re: Egbert Residence
CC:
❑ Urgent ❑ Please Reply ® Per Your Request
• Comments:
Dear George,
This transmits the additional calculations, information supplied by the column manufacturer, and
revised details as requested in your letter dated 1/15/98. Please let me know if you have any
questions.
Thanks,
A TRANSM ITTAL From:
FR7D ROBERTSON and DOMINICK
Civil Engineers & Surveyors
870 Manzanita Ct, Ste. D
Chico, CA 95926
Phone: (530) 894-3500
Fax: 894-8955
01/14/98
To: George Kellogg From: Eric Robertson
OF: Butte County Building Dept.
Re: Additions to Egbert Plans
CC:
❑ Urgent ❑ Please Reply ® Per Your Request
• Comments:
George,
Per our meeting on-site yesterday this transmits plans and structural calculations for the column
connections and beam lateral strut for the Mike and Monica Egbert house at 19 Alm Bluffs Drive
in Chico.
Please review this information and process thru your department for permit issuance. If you
have any questions please feel free to call me.
Thanks,
RECEIVED
JAN 15 1998
Eric L Robertson
Robertson and Dominick
870 Manzanita Ct., Suite D
Chico, CA 96080
Re: Single Family Residence
A. P. No. 011-410-170
BEAUTY
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397
TELEPHONE: (916) 538-7541
Fax: (530) 529-0953 ✓ r - 'So FAX: (916) 533-2140
With reference to the above subject, attached is:
[x] Plan Check List
[ ] Red Marked Calculations
[ ]-Red Marked Plans
Action Required:
[x] Comply with plan check list
[x] Resubmit Plans with revisions as requested
[x] Submit additional calculations as requested
[ ] Return originally submitted material
Date: 1/15/98
Permit #97-0641
D? PkTi—....gyp 1/21/ Y6
Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday
through Thursdaxbetween 1:00 P.M. and 4:00 P.M..
Sincerely
George R. l
Plan Check
cc: MikV& Monica Egbert
2921 Grape Way
Chico, CA 95973
Larry E. Coffman
234A West Third Street, Suite F I
Chico,. CA 95928 4l m- (530) 343-6358,
Jim Serrao
Fax: (530) 894-3123 M A I L
Crt 1 C0/ CA . `-tS 926
PLAN CHECK LIST
Permit Applicant: Mike & Monica Egbert Date: 1/15/98
V? 'Akc F_V2 x %
Permit #97-0641
A revision plan and structural calculations for the above referenced project were reviewed by
this office. Please provide additional information and/or make revisions to plans,
specifications, or calculations as follows:
1. For Detail #2:
1 r. Serrao mentioned that a 4x8 will be present under the column location. It
appears that this will conflict with your column bottom connection. Please review
situation and revise as necessary.
,VsupDplied
eck bearing of the beam and column at the top connection of the column.
tural specification and material properties of the fiberglass column should
r reference.
Provide tensioning instructions for the column assembly
.-2. For Detail #1:
heck the nails at the Simpson A35/beam connection for withdraw.
3. For Details #3:
lease check bearing of the beam and column at the top connection of the column.
.2) Provide design and details for the load path connects from the beam to the roof
naming. i " c*Lc 6, TrcSvV, r•Ai" FAc-T&M cth .G7
S/& wk5 FiXASC r,v-1F"4 P . ?F-,tSr hsrlrcrys�,� T„ WLhwfVL-i
3XThe structural specification and material properties of the fiberglass column should
e supplied for reference.
3/0 Provide tensioning instructions for the column assembly
4. A standard Building Division revision fee based on $46/hour will be charged for the
review of revised plans for this project. Fee is to be paid prior to approval of the
revised plans. Time assessed to date is short of one hour.
P.O. Box 1216
410 Pine Street
Red Bluff, CA 96080
(916) 529-3560
FAX 529-0953
870 Manzanita Ct.
Suite D
Chico, CA 95926
(916) 894-3500
FAX 894-8955
Joe Dominick
Land Surveyor
Eric Robertson
Civil Engineer
ROBERTSON AND. DOMINICK
Civil Engineers & Surveyors
January 1998
Plan Revision
Structural Calculations
for
Mike and Monica -Egbert
19 Alm Bluffs Drive
Chico, CA
Robertson and Dominick accepts responsibility for only those structural elements
specifically addressed in these- calculations.
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Red Bluff, CA 96080
(916)529-3560.
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870 Manzanita Ct.
Suite D
Chico, CA 95926
(916)894-3500
FAX 894-8955
Joe Dominick
Land Surveyor
Eric Robertson
Civil Engineer
R 0BE.R TSON AND DOMINICK
Civil Engineers & Surveyors
January 1998
Plan Revision
Structural Calculations
for
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19 Alm Bluffs Drive
Chico, CA
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(916) 529-3560
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870 Manzanita Ct.
Suite D
Chico, CA 95926
(916).894-3500
FAX 894-8955
Joe Dominick
Land Surveyor
Eric Robertson
Civil Engineer
ROBER TSON AND DOMINICK
Civil Engineers & Surveyors
January 1998
Plan Revision
Structural Calculations
for
Mike and Monica Egbert
19 Alm Bluffs Drive
Chico, CA
Robertson and Dominick accepts responsibility for only those structural elements
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COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO.
(Rev. 12/96) APPLICATION AND PERMIT � �
ASSESSOR PARCEL NUMBER VARIOUS SEE ATTACHED
ZONING
BUILDING PERMIT
OWN COMCAST COMMUNICATIONS TELEPHONE
OWN S g 9ACM1M0 95838
WESTCOAST COMMUNICATIONS
SO. FT. OCC. BUILDING VALUATION
CONTRACTOR'S NAME
53d-343-2473
TELEPHONE
C0 RsE140MYERSST CHICO 95973
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
Fireplace
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
—Filing Fee $
20.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Permit Fee $
Plan Checking Fee $
BUILDING ADDRESS
SEE ATTACHEDEnergy
Plan Checking Fee $
$
PERMIT FJEELOT
NO.
SUBON610N5 NAME
PARCEL MAPPLUMBING
PERMIT
20.00
USEOFSTRUCTURE
❑ Duplex ❑ Mobilehome ❑ Other
sPECIFv
Each Trap
Solar or heat um water heatSF
Water pi ing
OF WORK
❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: PLACF ATV OMER TPPTY
Each as water heater or ventTYPE
Gas i in s stem 1 - 5 outletsNew
Buildin sewer
Mobile Home S G WPERMIT
F
ELECTRICAL PERMIT
Fling Feel 20.00
Main Service aR LEN 11
23.001 253.0
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 fo ce�gnd effect. •/` /J j1- �`] /
License Class � C/ Lic. No. Y65 / t Z4
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 safe.
❑ 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
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
performance of the work for which this permit is issued.
❑ 1 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 workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed ifthe 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 workeri'
compensation laws of California, and agree that if I should become subject to the
workers' co pensatio visions of section 3700 of the Labor Code, I shall
forthw' o pi y w' provisions.
I/')— t! O�
X Date GJ
Signature of Applicant - ❑ OwnerContractor ❑ Agent
An OSHA permit is required for excav tions over 60" deep and demolition or construction
of structures over 3 stories in heig
Main Service 200A TO IOTwA
46.00
NEW CONST. DWELLINGOCCUP. SO
OR ADONS. ( a ACC. Btns. 3.5¢FT:
Ew cors 1. MULTI-OUTLET@7.50
NON gESID. RANCH CIRCUITS
POWER APPARATUS
a SINGLE OUTLET CIR.
Ex. Occup. OUTLET OR FIXTURES B20 @ I:S°°D
FlXED LNS. OR
Ex. Occup. oMD.APPRM'. EA. 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE 9 273.00
MECHANICAL PERMIT Fling Fee 1 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEI S
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE TOTAL FEE $ 273.00
HAZ.
D FEES IMP FLOOD cDF PARCEL PD HD ISSUE
This permit is hereby issued under the applicable
of the Butte County Code and/or Resolutions
indicated above for which fees have been
By DateReceiptNo.
PERMIT EXPIRES ON
provisions
to do work
paid.
#Cov
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ca �.
WHITE-D.D.S.-B.D. —CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
20S
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261Y
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LOCATION:
CH27—P01A
APN : ?
AD] 135 SPANISH GARDEN DR
N
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5
PROPOSED CATV DATE:
NONE
���` 7-2-03
COt11CgStL� aCA95M POLE MOUNTED POWER SUPPLY APPROVED �'
REVISION:
CH27-P01A 0
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A41 -INV
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TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
1$ F.H. USE ONIN
IF
I'lo[ Plan nunched VE S
i SFloor I'I:m Au❑ch.d
Scnl to B. D.
? ate-
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O vner / Location APS
Plan Approved for: Sewage Disposal V Water Supply: Public Private Well
Clearance for3 bedroom P*,-iome. Other
Hold final for:
Final clearance O.K. for:
NOTE
Environme al H alth Sp cialist
8/92
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P.O. Box 1216
410 Pine Street
Red Bluff, CA 96080
(916) 529-3560
FAX 529-0953
870 Manzanita Ct.
Suite D
Chico, CA 95926
(916)894-3500
FAX 894-8955
Joe Dominick
. Land Surveyor
Eric Robertson
Civil Engineer
.�.. ♦ ., a .. 1 . .. . (' 1 rwK'JYsP:ilX1_ n.��:kF'RA�v?:�'�Fm(�'+.CfN'¢�
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ROBERTSON AND DOMINICK
Civil Engineers & Surveyors
March 1997
Structural Calculations
for
Mike and Monica Egbert
19 Alm Bluffs Drive
Chico, California
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LOCATION:
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EQUIVALENT BEAM METHOD
`,..{{.}•:;{�:C•:{:x::{'{,'Fii:?{{{{{{{?!i.}'4'4}'{n;lr:+S4'ii:4:rr,{{: {{{{{y'l: •$f$!Ri%?,;,;; •;::: 4{:.;{.
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WIDTH
DEPTH LENGTH.
FOOTING DIMENSIONS: (in.)
(in.)
fA{{:{SSS {{{ :f{•}}::4'f.$4:C{+'
:,?`j2fYky2#'$' �';' {?:
• i,????t.:${::%:t?Y$}yt2t?ik�5:{.:.::;
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FOOTING UNIT WT. 0.469 K/FT.
TOTAL WEIGHT OF SUPPORTED STRUCTURE
`KIPS
RESULTANT "R"= 24.1809375 KIPS
MOMENT ON FOOTING= '> `' ?<_`'<'•'
FT.- KIPS
ECCENTRICITY "e"= M/R=.
3.35 ft. LENGTH/ 4.88-
"e"< LENGTH/6 => TRAPEZOIDAL
STRESS DISTRIBUTION
BEAING PRESSURES
ALLOWABLE BEARING PRESSURE=1.33 X
2.00 KSF ,
q=R/b1,(1+-(6*e)/I)
gmax= 0.093 ksf
q max < q allowable => O.K.
gmin= 0.017 ksf
DEAD LOAD MOMENT=
29.82 FT. -KIPS
LIVE LOAD MOMENT=
80.9 FT. -KIPS
Mu = 0.75(1.4(DL MOM.) + 1.7(LL MOM.))/0.9 =
149.40 ft. -kips
= 1792.76 in. -kips
STEEL REQUIREMENTS
?<y v><fF27 Psi
........... .
fY= psi
"d"= 27 in.
W= 15 in.
As min.= bxd x 200/fy=
1.35 sq. in.
As REQUIRED DUE TO FLEXURE=
1.21 'sq. in.
As= 1.33 x As DUE TO FLEXURE _
#NIA sq. in.
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Civil Engineers & Surveyors PROJECT
CHICO (926)884-3600 RED BLUFF (816)628-3860 DATE
d
SHEETS OF
14 tit 5/S
GOM y0 c of- 2 , o
S
M i S,
-74
7J
DL
L v , 38
WOOD BEAM DESIGN
SIMPLE SUPPORTED & UNIFORM LOAD
PROJECT:
MEMBER LOCATION
UNIFORM LOAD
S I
LB /L N. FT'
LENGTH=
FT. 252 INCHES
ALLOWABLE DEFLECTION= 1.05 INCHES
ALLOWABLE STRESS MODIFICATION FACTOR=
LUMBER GRADE
ALLOWABLE STRESSES:.
,BENDING PSI SHEAR
MODULUS OF ELASTICITY
BENDING MOMENT=
MAX. SHEAR=
SECTON MODULUS REQUIRED:
AREA REQUIRED:
MOMENT OF INERTIA REQUIRED
27066 FT. -LBS.
.5156 LBS.
1081.27 IN A 3
37.49 IN.A 2
1136.79 IN.A 4
6Z4fW IN. -I-138.
A.
=> 5%8x
056 .,6 ll� " x / s "
1, uf LAA4
ROBERTSON and DOMINICK JOB NO.
Civil Engineers & Surveyors PROJECT
CWCO (918)894-3800 RED BLUFF (916)629-3660
DATE
SHEET ..Z_ OF
2
!sw
z
i
f-70,4
P77
�vv v► � �i-rc� L��.�. G
/say
Z. s -fl/j
WOOD BEAM DESIGN
SIMPLE SUPPORTED & UNIFORM LOAD
PROJECT:
37�Ii.{�?>:E'•4�''K��'41�. ' #. ':2•:i:73i'y2 `�i3
MEMBER LOCATION: .�.. . {„.,rl:;,..{;..:.,; {�Jrvr..4.{v: �,<•':«.:
UNIFORM LOAD w= >''vY «<`.>. "'
• 4iI'
�f:�v;<<�>•:�z�iY'.r�l�t� LBS/LIN. FT.
#s { {{:{.i::iiia<':<.�.{ .Y.,.,;.,z{.,v.:: ;•.a .
FT . 96 INCHES
LENGTH=
ALLOWABLE DEFLECTION= 0.40 INCHES
ALLOWABLE STRESS MODIFICATION FACTOR= res%'}
yryY}YZ Y}v: n}..: Y•:c:}�.:{;}s{}>i Y':i is
LUMBER GRADE
ALLOWABLE STRESSES:
BENDING :{ ;<.<«£
n< f>?3C' PSI SHEAR ,..?:,:
MODULUS OF ELASTICITY x4`iuj
BENDING MOMENT= 1072 FT.-LBS. 12864 IN.-LBS.
MAX. SHEAR= 536 LBS.
SECTON MODULUS REQUIRED: 4.29 IN^3 =>
AREA REQUIRED: 3.90 IN.^2
MOMENT OF INERTIA REQUIRED: 17.15 IN.^4
i
WOOD BEAM DESIGN
SIMPLE SUPPORTED & UNIFORM LOAD '
PROJECT:
MEMBER LOCATION: woro ;r}:::.:.
UNIFORM LOAD w=Y•+:"€ x > LBS/LIN. FT.
f.:i. .i:: 't•`.•:::t:..3.y,.n../?ii•: i::a:.
irr :: •
LENGTH= € `{ } n `% sFt 96 INCHES
ALLOWABLE DEFLECTION= 0.40 INCHES
'
ALLOWABLE STRESS MODIFICATION FACTOR=
LUMBER GRADE
ALLOWABLE STRESSES:
BENDING } .Ai:.i::.:.:.i• o;:.:•r
PSI SHEAR
MODULUS OF ELASTICITY
BENDING MOMENT= 3400 FT. -LBS.
40800 IN. -LBS.
MAX. SHEAR= 1700 LBS.
SECTON MODULUS REQUIRED: 24.18 IN ^3
AREA REQUIRED: 24.00. IN 2. _>
&X6
MOMENT OF INERTIA REQUIRED: 61.20 INA4
ROBERTSON and DOMINICK
Civil Engineers & Surveyors
cErco (916)894-3500 RED BLUFF (916)629-3660
JOB NO.
PROJECT
DATE
SHEET
Is -
Os I -S
i/
C)C)7(2
McL�
-10
c
do vile to
S
c, (0
l�.S � �J��Z s �� 's � 2� o
TJI'°' JOIST RESIDENTIAL FLOOR SPAN CHARTS
40 PSF LIVE LOAD, 10 PSF DEAD LOAD
(Example: Single layer glue -nailed wood sheathing and direct applied ceiling)
L/360 LIVE LOAD DEFLECTION (Code Minimum)
1'9f�i 77717-7. "w:%r2
11 1 1I ^�h
d�a'G��t.'.M�6:_11a�4Ji.Vy}Y���bllle�f�`��
: Y win
Y•. [ _:
Slt �' .:. i .f.
ait'��1' •ClT`xAd. tl l`m.
21'-11'•
L • • 19'-3" . e'
' 18',2' .., . 1;18'.11."m.
22'-10"
20'-9"
19'-7"
.:24'-0"
21'-10" •6
u20' -7'r•
25'-11 "
23'-7"
22'-2" 20'-8"m
28'-7'
1. 24'-3"
: 22'-10'rn
28'-8"
26'-1"
24'-7"17) 20'-10"m
Yi -F 'lV 191 lr rq "I ®®®
ALA
EZM13MN®®
E3
®®
'Y�
y
y1
6G
L/480 LIVE LOAD DEFLECTION
17'-0" 1 15'-6" 1 14'-8 1 13'-7"
:171-9"
.rt
20'-3"
18'-5"
17'-5" 15'- "
21'-11'•
L • • 19'-3" . e'
' 18',2' .., . 1;18'.11."m.
22'-10"
20'-9"
19'-7"
.:24'-0"
21'-10" •6
u20' -7'r•
25'-11 "
23'-7"
22'-2" 20'-8"m
28'-7'
1. 24'-3"
: 22'-10'rn
28'-8"
26'-1"
24'-7"17) 20'-10"m
40 PSF LIVE LOAD, 22 PSF DEAD LOAD
(Example: Single layer glue -nailed wood sheathing with 11/2" lightweight concrete and direct applied ceiling)
U360 LIVE LOAD DEFLECTION (Code Minimum)
773t6ljr
;nh L .f / l , N 1,Jiee.,. ) itiJ•�1 LI
M C7=7771
..i'.... �"
,r""'ti
. t
t 1
_yr..",°
WITb 'ffs=
i i 1 r •�. fir_
KOUNKOM
Yi -F 'lV 191 lr rq "I ®®®
ALA
L/480 LIVE LOAD DEFLECTION
°t ' '►' f E
�ip,
Vis,= -;t7
,� [
,r""'ti
fle+gR.�✓N�
S iN� 71, 77 f
9
1 S-+
Nrr " z �,,i3�1:1
�
•t t R J
E3
®®
'Y�
y
y1
NU It: Altnougn the "L/480 Live Load Deflection" charts will usually provide better floor performance than the "L/360 Live Load Deflection" charts, the
resulting performance still may not be adequate for your project. See page 3 for "A WORD ABOUT FLOOR PERFORMANCE," or contact your Trus
Joist MacMillan representative for assistance.
GENERAL NOTES:
1. Span charts assume composite action with single layer of the appropriate stun rated glue -nailed wood sheathing for deflection only.
Spans shall be reduced 5" where sheathing panels are nailed only.
2. Spans are based on clear distance between supports, uniformly loaded joists, and include allowable increases for repetitive
use members.
3. For loading conditions not shown, refer to allowable uniform load tables on page 14.
4. Spans shown reflect the most restrictive of simple span or multiple span applications.
5. Long term deflection under dead load which includes the effect of creep, common to all wood members, has not been considered
for any of the above applications. LGE4y18haded;spans iellect initial dead load deflection exceeding 0.33;' which may be unacceptable.
For additional information contact your This Joist MacMillan representative.
WEB STIFFENER REQUIREMENTS
6. End Bearings: Web stiffeners (see detail "K" on page 7) are not required at end bearings of TJI1 floor joists listed in this guide except in
hangers when the sides of the hanger do not laterally support the TJI1 joist lop flange. (See detail "H1" on page 7).
7. Intermediate Bearings: At intermediate supports where the joists are continuous span, web stiffeners are required only if the
intermediate bearing width is less than 51/4" and the span on either side of the intermediate bearing is greater than the spans
shown in the following chart:
/LOAD"'10 P8 DEAD 't,7AD
0 WEB STIFFENERS NOT REQUIRED Y WEB STIFFENERS NOT REQUIRED
Not Required 1 25'-111 1 20'-10" 1 16'-8" 26'-11" 1 20'-2" 16'-9" 13'-5"
Not Required I Not Required I 24'-2" 1 19'-4" 31'-3" 1 23'-4" 19'-5" 1 15' -6 -
8. When using IUT9 hangers with this load/spacing condition file maxinurnr joist span is 13'-9"
Page 5
ROBERTSON and DOMINICK JOB NO.
Civil Engineers & Surveyors PROJECT I-qeZ? !
CWCO (916)894-3600 RED BLUFF (916)629-3660
DATE
SHEETS OF
(A10. 1- _ 9-7
70 5oo--7
-7of
A = 5 - J Z /. Z �� �� /(� �� x'20 714-447
�1= Lj-Q 2
-3 S� )((, 57 ?
—tqoo
4
is
C/SE Co os L
ROBERTSON and DOMINICK
Civil Engineers & Surveyors
CXICO (918)884-3800 RED BLUFF (816)829-3860
h� 767-1
9��
J
JOB NO.
PROJECT��L7 - fi
DATE
SHEET OF
29 s
'Key Depth =
18.00
in
Total Width
= 6.25 ft
Key Width =
12.00
in
Thickness
ROBERTSON and DOMINICK.
TITLE: Egb
87Q MANZANITA CT., STE. D
1,432.9
DESCR Foundation Retaining Wall
CHICO, CA 95926
DESIGN ------------------------------
Pressure @ Toe =
1,240
psf
(916)894-3500
--Heel--
JOB #: 97-518. BY:ELR
@ 3/04/97
---------------------------------------------------------------------------
CANTILEVERED RETAINING WALL DESIGN
-_-------------------------------------------------------------------------------
Overturning =
of 2
Pg 1
---------- SOIL DATA
-------------
------ ADDED VERTICAL LOADS -=----
1.39 :1
Allowable Bearing
= 1,500 psf,
Axial DL on Stem =
350
plf
Active Lateral
= 30.0 psf
Axial LL on Stem =
0
plf .
.....Max. Active
= 0
...Ecc. (Toe side +) _
2.25
in
.Slope Active
= 0.0 "
#4 @
Backfill Slope
= 8.0:1
Surcharge over Toe =
. 0.0
psf
(horiz:vert,O=Level)
Surcharge over Heel =.
0.0
"
Passive Lateral
= 150
Using Heel Surcharge to
16.86
16.86
Soil Density
_ 110_.0_-pef
resist overturning ?
No
22.99
Soil Ht .over Toe=
X12 O"in
Using' 1/3 vertical ?
No
#8 @
----------- =---------- ADDED LATERAL LOADS -------------------------
30.27
Ru = Mu/bd^2
Lateral Load Acting
On
Adjacent Footing:
38.31
38.31
Stem. Above Soil
= 0.00 psf
Vertical load =
0
plf.
48.00
Footing Width =
0.00
ft
Add'1 Lateral Load
= 0.0 plf
Ftg. CL to Wall =
0.00
ft
...dist. to start
= 0.00 ft
Ftg. Base Above/Below
Soil
dist. to end
= 0.00 ft
At Wall Face [+/-]=
0.00
ft
Footing Type
Line
-----------------------
- - WA!L
FOOTING DATA -------------------------
Retained Height
10.00 f
Toe Width =
1.75
ft
Wall Ht. above soil
=
Heel Width =
4.50
ft
'Key Depth =
18.00
in
Total Width
= 6.25 ft
Key Width =
12.00
in
Thickness
= 18.00 in
Key Dist. to Toe =
3.00
ft
_.
1,432.9
-------------------------------
------------------------
SUMMARY --------------------------------
--------------------------------
DESIGN ------------------------------
Pressure @ Toe =
1,240
psf
Factors of Safety:
--Heel--
Pressure @ Heel =
594
2,500 psi.
Overturning =
3.10 :1
Allowable Press. =
1,500
_
Sliding =
1.39 :1
Eccentricity =
4.40
in
Sliding Ratio <
1.5
1 -Way Shear @ Toe =
3.0
psi
.Allowable Shear _
85.0 psi
1 -Way Shear @ Heel =
10.6
psi
--
Toe --
SLIDING CHECK
Ftg/Soil Friction
= 0.250
Lateral Pressure =
11890.0 #
Factor of Safety
= 1.39
(-)Passive
Pressure =
1,200.0
Add'1 Force Req'D
=
0 #
(-)Friction
_.
1,432.9
----------------------------
FOOTING
DESIGN ------------------------------
---Toe---
--Heel--
f'c
=
2,500 psi.
ACI 9.1 Pressure =
1,505
722
psf Fy
_
60,000 psi
Mu - Upward =
2,193
0
ft-# Using
SP @ Heel ?
-No
Mu - Downward =
791
11,676
---------
Rebar Choices --------
Mu - Design =
11402
11,676
--
Toe --
-- Heel --
One -Way Shear:
#4 @
7.66 in o.c:
7.66
Actual
= 2.97
10.59
psi #5 @
11.88
11.88
Allowable
= 85.00
85.00
#6 @
16.86
16.86
Rebar Cover
= 3.50
3.50
in #7 @
22.99
22.99
Depth to -steel
= 14.50
14.50
#8 @
30.27
30.27
Ru = Mu/bd^2
= 7.4
61.7
#9 @
38.31
38.31
Min. Rebar %
_ 0.0018
#10@
48.00
48.00
ROBERTSON and DOMINI CK
870. MANZANITA CT., STE. D
CHICO, CA 95926
(916)894-3500
TITLE: Egbert
DESCR: Foundation Retaining Wall
JOB #: 97-518. BY:ELR @ 3/04/97
STEM DESIGN
Pg 2 of 2
<------------- Stem
Designs ---------=---->
Wall Info....
------------------------------------------------------------------
<
At
Various Heights Above
F.tg.
>
DESIGN HT. ABOVE FTG.
_
10.00 ft
WALL TYPE ABOVE HT.
Masonry
Thickness (nominal)
=
8.00 in
Rebar Size
# 4
Rebar Spacing
=
16.00 in!
Rebar Placed at
Cente
DESIGN DATA..'.. .....................350#•
Lateral Load @ Ht.
_
MOMENT..... Capacity
=
326 ft-#
Applied
=
66 it
SHEAR...... Applied
=
3.84. psi
Interaction Value
=
0.231
Wall Weight
=
76.0 psf
Rebar Depth
=
3.75 in
MASONRY DATA .................................. ...........
f1m
........750.psi
-
Fs
=
24.,000 psi
Grouting
Full
Special Inspection
No-
n : Es / Em
=
51.56
Tension Embed=.004DbFs
=
9.66
Short Term Increase
=
1.00
CONCRETE DATA ............. .................. ..........................Psi
f'c
Fy
-
=
psi
-------------------------
SUMMARY
OF FORCES & MOMENTS ----------------------
I-
Overturning
Moments
Resisting
Moments
-�
Origin of Force:
---------------- --------
#
ft
------
ft-#
#
ft
ft-#
Active Soil Press. =
1,984
3.83
---------
7,604
------- -----
---------
Soil over Heel =
4,217
4.33
18,272
Soil over Toe =
-94
0.83
-78
193
0.88
168
Sloped Soil @ Heel =
101
4.97
502
Adjacent Ftg. Load =
0
0.00
0
0
0.00
0
Surcharge @ Heel =
0
0.00
0
Surcharge @ Toe =
0
0.00
0
0
0.00
0
Axial Load on Wall =
350
2.27
795
Load @ Proj. Wall =
0
0.00
0
Averaged Stem Wt.s. =
760
2.08.
1,583
Added Lateral Load =
0
0.00
0
Ftg & Key Weight =
1,631
3.18
5,182
1/3 Active Pressure=
0
0.00
0
TOTALS =
1,890
7,526
--------
5,731
-----�---
23,336
RetainPro (tm)
(C)1989,1990
ENERCALC
13
Wa11 Loading Diagram
i :+e^r. !• r�q�ti�ri+��or i:F.:r.•.icre
SConcrete
® Masonry.
® poi 1
® S.urcharge,
® Added Load
®Adj Footi
1 Axial
Soil
----------------------------------------------
8"Mas
wi4CR16"
,Ht
13
1 8 ll
Wall Constructi.on
A
N
ROBERTSON and DOMINICK
Civil Engineers & Surveyors
CffiCO (916)894-3600 RED. BLUFF (916)629-3660
S,ee "c. bo �Tc ht -IJ N
fI1=�1I =111 `
C0xl��ot-/1
�� �� �� i �S Cy ro✓•1�-t �1 /
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.,Pit Fv ✓ - 12✓c,
PP. rruj
7 W",'7 , cl �
40 -,5G.)
rs S � I Z o. �. ° `�a � �►
�p 0.
JOB NO.
PROJECT 576e7 -
DATE
SHEET OF
T✓l� S
11
MA
I o,
}
ROBERTSON and DOMINICK
870.-MANZANITA CT., STE. D
CHICO, CA 95926
(916)894-3500
TITLE: Egbext-)
DESCR: FoundationRetain ing all
JOB #: 97-518. BY:ELR @ 3/04/97
- -----------------------------------------------------------------------------
CANTILEVERED RETAINING WALL DESIGN
----------------------------------------------------------------------------
Pg 1 of 2
---------- SOIL DATA -------------
Total Width =
3.00 ft
------ ADDED VERTICAL LOADS ------
_ 8.00
Allowable Bearing =
1,500
psf
Axial DL on Stem _
350
plf
Active Lateral =
30.0
psf
Axial LL on Stem
O.plf
Ftg/Soil Friction
.....Max. Active =
0
= 1,100
...Ecc. (Toe side +) =
2.25
in
. .Slope Active =
0.0
15Backfill
Overturning =
1.49 :1
Allowable Press.
Slope =
8.0:1
Sliding =
Surcharge over Toe =
0.0
psf
(horiz.:vert,O=Level)
OTM Ratio < 1.5
!!
Surcharge over Heel =
0.0
"
Passive Lateral =
150
11Using
Heel Surcharge to
2,500 psi
ACI 9.1 Pressure =
Soil Density =
110.0
pcf
resist overturning ?
No
Mu - Upward. _
Soil Ht over Toe =
12.0
in
Using 1/3 vertical ?
No
Mu - Downward =
----------------------------
ADDED LATERAL LOADS -------------------------
---------
Rebar Choices --------
Lateral Load Acting On
17
837
Adjacent Footing:
Toe --
-- Heel --
Stem Above Soil =
0.00
psf
Vertical load =
0
plf
Actual =
0.23
5.78
Footing Width =
0.00
ft
Add'l Lateral Load =
0.0
plf
Ftg. CL to Wall =
0.00
ft
....dist. to start =
0.00
ft
Ftg. Base Above/Below
Soil
39.22
dist. to end =
0.00
ft
At Wall Face [+/-]=
0.00
ft
Ru = Mu/bd^2 =
0.3
12.9
Footing Type
Line
48.00
------------- ----------
Retained Height' =
-- � OOTING DATA -------------------------
00 Toe Width =.
1.00
ft
Wall Ht, above soil _
0..0
ft
Heel Width =
2.00
ft
Key Depth
= 14.00
in
Total Width =
3.00 ft
Key Width
_ 8.00
in
Thickness _
12.00 in
Key Dist. to Toe
= 1.00
ft
------------------------------=
-----------------
SUMMARY --------------------------------
--------------------------------
Ftg/Soil Friction
= 0.250
Pressure @ Toe-
= 1,100
psf
Factors of Safety:
Factor of Safety
Pressure @ Heel
= 0
(-)Passive
Overturning =
1.49 :1
Allowable Press.
= 1,500
#
Sliding =
1.54 :1
Eccentricity
= 9.57
in
OTM Ratio < 1.5
!!
1 -Way Shear @ Toe
= 0.2
psi
Allowable
Shear =
85..0 psi
1 -Way Shear @ Heel
= 5.8
psi
---------------------SLIDING
CHECK ------------------------------
Ftg/Soil Friction
= 0.250
Lateral Pressure
=
675.0 #
Factor of Safety
= 1.54
(-)Passive
Pressure =
752..1
Add'1 Force Req'D
= 0
#
(-)Friction
=
289,7
----------------------------
FOOTING
DESIGN ---------=--------------------
---Toe---
--Heel--
f'c
_
2,500 psi
ACI 9.1 Pressure =
530
0
psf. Fy
=
60,000 psi
Mu - Upward. _
223
0
ft-# Using
SP @ Heel ?
No
Mu - Downward =
206
837
---------
Rebar Choices --------
Mu - Design. =
17
837
--
Toe --
-- Heel --
One-Way Shear:
#4 @
13.07 in o.c.
13..07.
Actual =
0.23
5.78
psi #5 @
20.26
20.26
Allowable =
85.00.
85.00
#6 @
28.76
28.76
Rebar Cover =
3.50
3.50
in #7 @
39.22
39.22
Depth to steel =
8.50
8.50
#8 @
48.00
48.00
Ru = Mu/bd^2 =
0.3
12.9
#9 @
48.00
48.00
Min.. Rebar % =
0.0018
#10@
48.00
48.00
l./
ROBERTSON..and DOMINICK TITLE: Egbert
870. MANZANITA CT., STE. D DESCR: Foundation Retaining Wall
CHICO, CA 95926
(916)894-3500 JOB #: 97-518. BY:ELR @ 3/04/97.
-------------=------------------- STEM DESIGN - - - - - -
Soil over Heel
Soil over Toe _
---------------------------
Sloped Soil @ Heel =
2,053
Adjacent Ftg. Load =
0
Pg 2
of 2
Surcharge @ Toe =
<=------------ Stem Designs ------g.------>
Axial Load on Wall =
Wall Info....
-----------------------------------------------------------------------
< At Various Heights Above
Ft >
Averaged Stem Wts. _
DESIGN HT. ABOVE FTG.
=
10.00
ft
WALL TYPE ABOVE HT.
1/3 Active Pressure=
Masonry
0.00
Thickness (nominal)
=
8.00
in
Rebar Size..
0
# 4
Rebar Spacing
=
32.00
in
Rebar Placed at
Cente
DESIGN DATA .................. ................ ............
.....••350•#•
Lateral Load @ Ht.
_
MOMENT..... Capacity
261
ft-#.
Applied
=
66
SHEAR...... Applied
=
3.84P
si
Interaction Value
=
0.282
Wall Weight
=
76.0
psf
Rebar Depth
=
3.75
in
MASONRY DATA ........................................ .......
f1m
....750.psi
-
Fs
=
241000
psi
Grouting
Full
Special Inspection
No
n : Es / Em
=
51.56.
Tension Embed=.004DbFs
=
12.09
Short Term Increase
=
1.00
.CONCRETE DATA..........................................................
f 1c
=
psi
Fy
=
psi
-------------=-----------
SUMMARY OF FORCES & MOMENTS ----------------------
�-
Overturning Moments Resisting Moments
-)
Origin of Force:
--------
# ft . ft-# #
------
ft ft-#
Active Soil Press. _
---------------- -----
735 2.33 1,715
---------
Soil over Heel
Soil over Toe _
-60
Sloped Soil @ Heel =
2,053
Adjacent Ftg. Load =
0
Surcharge @ Heel =
55
Surcharge @ Toe =
0
Axial Load on Wall =
31
Load @ Proj. Wall =
0
Averaged Stem Wts. _
0
Added Lateral Load =
0
Ftg & Key Weight =
0
1/3 Active Pressure=
0
TOTALS = 675
0.67
0.00
0.00
0.00
0.00
C
760 1.33
567 1.47
0 0.00
--------- --------
1,675 1,159
1,013
831
0
2,489
RetainPro (tm) (C)1989,1990 ENERCALC
880
2.33
2,053
-40
110
0.50
55
12
2.56
31
0
0
0.00
0
0
0.00.
0
0
0
0.00
0
350
1.52
532
0
C
760 1.33
567 1.47
0 0.00
--------- --------
1,675 1,159
1,013
831
0
2,489
RetainPro (tm) (C)1989,1990 ENERCALC
t
Soil Ht 8"Mas' w'i4CR32
6.00
Toe:4013",5020"
Hee1:4@13",5@20'
12"
Toe:4013",5020"
Hee1:4@13",5@20'
8
1 0 2 0
Wall Loading Diagram 3.00
tJAll
dLl aji k I LA
Concrete
® Masonry:
®Soil
® Surcharge
® Added Lo.a.d .
® Adj F.00a i
Axial
ROBERTSON and DOMINICK
Civil Engineers & Surveyors
CHICO (816)884-3800 RED BLUFF (916)829-3860
JOB NO.
PROJECT
DATE
SHEET 2L OF
r I
'2-
2 2 = ...
1711 '1V Vol' I .
-7-
AA AA
fi
2�,
r
s�
pp t
-To t4
S-ee IY2� 617 f�
G17
WOOD COLUMN DESIGN
COMBINED
AXIAL COMPRESSION AND BENDING
.PROJECT H: :.
................. E RT> .... :::':...................................................
:::::::::::>:< :>::;;::::'
:.: :
LONG COLUMN: le/d > K
12" o. c.
MEMBER: :?:XB:<no~Isfzf
E_
;.:..;:..;:;:.1:70:00:0:: PSI
Fc= 's'lE4p: PSI
d=
`:;::.::5'4: INCHES
Fb= :.: dA PSI
F'b=1.33(Fb)=
;'i::....1330 PSI
A= :::';'::`8:25? SQ. IN.
L=:::2Q:INCHES
Ke=
BENDING :::.................................
BENDING MOMENT
:; a:$:16;0::
I N . - LBS.
BENDING STRESS (fb)
1079
PSI
(fb=M/S)
COMPRESSION
K= 22.975395
le/d=
21.82
F'c= 1071..35
1.33F'c=
1424.90
AXIAL LOAD .,P,=
J= 0.90 THEREFOR 0.90
fc= 90.18 .PSI
COMBINED STRESS
fc/F'c + fb/(F'b-Jfc)=
0.06
+ 0.86 _ 0.93
ROBERTSON. and DOMINICK
Civil Engineers & Surveyors
CXICO (918)894-9800 RED BLUFF (818)828-9680
04+cxL N
PC) 1--- y vJg
, - � Nom► �S
1
4
1
Y
f
e
Qo
1;4_e
s
Cot. hwoouS
A/d, i D 2/< G Z e�
t
JOB NO.
PROJECT
DATE
SHEET .OF
p�YLduad
2�(9s
f 2 „ o, c.
Cu til VaYy / yo)L4
10'
,ra,3'S'
[--�g Vol
111
IZ'' 9t : v►
. i n
WOOD BEAM DESIGN
SIMPLE SUPPORTED & UNIFORM LOAD
PROJECT:
MEMBER LOCATION:
r
UNIFORM LOAD w=r `u LBS/LIN. FT.
LENGTH=
_ . ..�FT. 72 INCHES
ALLOWABLE DEFLECTION= 0.30 INCHES
i/•Y�Y 1
ALLOWABLE STRESS MODIFICATION FACTOR=
LUMBER GRADE
of Y, :„' �yy”
. 4 11
ALLOWABLE STRESSES:
BENDING:.. PSI SHEAR 3 ...
MODULUS OF ELASTICITY
BENDING MOMENT= 477 FT. -LBS. 5724 IN. -LBS:
MAX. SHEAR= 318 LBS.
SECTON MODULUS REQUIRED: /-Y 3.19 IRA
..AREA REQUIRED: y -% 4.22 IN.^2 O, K
MOMENT OF -INERTIA REQUIRED: y- Y 6.44 IN.^4. _> _ ,r (o O
7r
N .
�o
ROBERTSON and DOMINICK
Civil Engineers & Surveyors
CHILD (816)894-3600 RED BLUFF (916)629-3880
✓ �E� uJc-)3
JOB NO.
PROJECTG��
DATE
SHEET OF
• Y
i
6a�dtjvo j 2x =>
J
� y)
uses% ToUhl
v, 2 r<6J woja 2n
0, K
/Vo. I D,0-�
9('s
WOOD BEAM DESIGN
SIMPLE SUPPORTED & UNIFORM LOAD
PROJECT:
MEMBER LOCATION:i,vkV...4:.`•>.
UNIFORM LOAD w=s: LBS/LIN. FT.
LENGTH=yFT. 48 INCHES
ALLOWABLE DEFLECTION= 0.13 INCHES /�j Go
ALLOWABLE STRESS MODIFICATION FACTOR=x
LUMBER GRADE��yr�tt
ALLOWABLE STRESSES:
BENDING P I
S SHEAR
MODULUS OF ELASTICITY <'2<
BENDING MOMENT= 40 FT. -LBS.
484 IN. -LBS.
MAX. SHEAR= 40 LBS.
SECTON MODULUS REQUIRED: Y-`/ 0.52 IN^3 _>
/
2 b 0. K,
AREA REQUIRED: 0.76 IN.^2 =>
2 X 0.14"
MOMENT OF INERTIA REQUIRED: — Y 0.73 IN.^4 _>
2 • be
.. , is J/ `I-•r.-��3 �.
WOOD BEAM DESIGN
SIMPLE SUPPORTED .& UNIFORM LOAD
PROJECT:
MEMBER LOCATION: :{,:f5k2'?><s,i �r<.`':>:•<}.#..:,?
UNIFORM LOAD w= �">:>Mwf€�€�k>s�t� LBS/LIN. • FT:
akkkk#,k::rk:kkk..<tka:ka.°`
:ut tt t
LENGTH= #,>FT. 96 INCHES
ALLOWABLE DEFLECTION= 0.40 INCHES
ALLOWABLE STRESS MODIFICATION FACTOR=x<$><
LUMBER GRADE ��':<�?:�'.•:�.,»k}##k;:2:kk:.':s
ALLOWABLE STRESSES:
BENDING >k`«<};> PSI. SHEAR
' ;::,t}.k:kt.:t•
MODULUS OF ELASTICITY }
.. r..akc.'t•::..: %.:•.k.a#tasks:::#
BENDING MOMENT= . 1600 FT.—LBS.
19200 IN.—LBS.
MAX. SHEAR= 800 LBS.
SECTON MODULUS REQUIRED: 14.22 IN^3
AREA REQUIRED: 14.12 IN.^2 =>
7�
MOMENT OF INERTIA REQUIRED: 28.80 IN.^4
JSt A4, I Dr- 41 'S rc-D !a
' ., s, a a..'•arc�. q.{.ncdy,r «:...; i •.,tea m _..a,.
ROBERTSON and DOMINICK JOB NO.
Civil Engineers do Surveyors P R OJ ECT
CHICO (910)684-3600 RED BLUFF (816)529-3560 DATE
SHEET OF
cost,
I
L. 014 G
WSJ 2X 6 s
51 M,peSoAl
W-5 4 G
fix( ►s (p 410"
O, 6, M,,.�l
2� 6
J(N, I J
ROBERTSON and DOMINICK
Civil Engineers & Surveyors
CHICO (916)894-3800 RED BLUFF (916)829-3860
JOB NO.
PROJECT
DATE
SHEETS_. OF
Me, -4
5 Z;K vsa
�awfi. 4 x 6
coU
.y .
tj
H uLlc,
Co L,+, 1 vsT
ROBERTSON and DOMINICK
Civil Engineers & Surveyors
C1,UC0 (918)894-3600 RED BLUFF (816)626-3660
JOB NO.
PROJECT lC fi
DATE
SHEETS OF
C Yo s. s �Y� f �.� tc t�
A 0 A)l v --Q )Qo�ew(1�)' yc.-y4j-r- C"61 10
Co �-P c fi, v,�• S 20 �-P - ad .e ' I
m b I La c` 1y/ s
Lw� t� bvw�► �g cu(�l-� to
,
L412 - 5/0
may.
( U4 0. )
1�lo lc: As Al-\ Alkt
5 cam.
�ol� Lr�I�s cu -K. � ✓t.�d.
ROBERTSON and DOMINICK JOB NO.
Civil Engineers & Surveyors PROJECT
CWCO (818)884-31500 RED BLUFF .(916)529-3500 DATE
SHEET_ D7 OF
ro sfis 0. r. Nj
20 7f
Mo -T iti %
US��..� Si^��Sc�� 1-�.Z-J �1vv✓t ��e '�r-P
_ 22 cD o
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2 x 4 7w
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q<c.
Woo,
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Al
04/22/97 12.51 FAX 1 916 898 8220 LARRY E COFFMAN
1 IS 8;. !RAND
AV8NIIa
Caicos CA
9 3 9 2 6
Aa r l IICTUiZ
& MAHMG
916. $23.6229
FAX 998.8220
0001
4, •� � � ` i ` A� \ � ` l 1 ' 1. � , . •` l 1
W i..,.
It ` '"
FAINO: —fl b 0
A
Lpyocl^
te:
mm
A MAL CAP—lPAMW M=MM COT= SAL)
FAX NUME
04/22//9rW
9 77 112:51 FAX 1 916 898 8220 LARRY E COFFMAN 11002
jWeLai -REM m rsi 0ATtn
Table of Basic Sizes Scale 1/8" = V-0" (1:96)
V-8" Height
FWG 4089
U?Ur QIAd 2- B'
�BtI
ReK OPO.
(6m
0.1117Tj$TitFS
ti m jq
FWG 29685
T.?
(Ul
7 2
(=tea)
FWG MCA
6.2'
(1270)
4'- 2,1
(12B9)
(tgu"a! (iSOa^7
51-(' S•0•
(1524) '(1F24)
a., --,e I 2'- 5. Y -.w; ,Y -W,
(�) (l ;* rm I M
FWG 5068L FWG S06BR
(181U}
T -a'
(1828)
2.11b1: 2=iiI
FWG MI.
T-11,41
(2419)
BW
(2436}
7-11310' 1 3'-1191.'
MID) 11210)
3-
(88d} (864) (9D67
FWG 12096.4'
15.9
(dddt)
(4M)
3'-11+9.i 10111,; 3-101"1,; 8'.11+`1K
(1211) (11%) (1169) (1211)
FWG 41886 FWO e068L
Four panel doors open without obstruction.
NOTE: Rough opening height is 914' larger than the unit dimension on
FVVG 16068-4 size.
When ordering specify; Whtte (n Sandtone (5NO) or Terratone (T) -
Mite ....................... FWG 6068L W
Sandtone .................FWG 6068L SND
Terratone......--,---...... PWG 6068L T
Code No. (L) for left-hand operating or (R) for right-hand operating as viewed
from the exterto�.y' `
FG 10
FWU 1601184'
Dimensions in parentheses ih=ghout
this book are metric equivalerrts, shown
in millimeters unless otherwise noted.
NOTE-
A ways specify and check for the
Anderse& dame or trademark to be
sure you're getting top quality
Andersen® extension jambs, tread
and seat boards. platforms and other
window parts and accessories.
04-Z2.2/97 12:51 FAX 1 916 898 8220 LARRY E COFFMAN 14003
A
Lin de! 9
._NP
A
Table of Basi6 Sizes Scale 1/8" = V-011 (1:96)
6'-8" height UWDUL 2'811.1 9.6 V., Z-6
�
(756) Offs) (1M41 (1w (15H 11 �r O
ROKOK. 7-77 2--F T-7- T -W 6-V T
(1&14) (152A) —(1-524:
EASTRAGAL Z.
(752) (752) (792)
C3:4!
7-2
FWKM P&HUN" P6105M MOM F*VSQBBM FWHSMA, FNNS068APLR
FWHMWALB
UNUD111A. 2'-8+1i 7-0119, Z-8 I.'
(816) (2416) (2416)
RGKOPG- 2'4r 7-9. Ir -T e,0'
CHH) (24"
7.7w" 7-7112 2711 21-74,�1
(090 (MM (MM (am x8i MA (am Q W4
FWM29B FWWZ6W FWR2MML FW142M R"MUSIR PAhMODSASL
UNITDM 3-0111, 3'-0119, T, D% 94A.I.,
Isis) (sla) (Ole) (1810) jisi (1810 (1810)
P66K MG. T-1- V -W ir-C W -W
(9oo) (w) P44 (IBM (1mg) (I829) (IBM 1
F2411' LASTRAGAL z -its); zm-4,1 2' 171'
ai
np
_U
F—TTI
FWHMW FwKrrEsag FwKrysiAL Femaw FWasum FWKWWAL FWPNDMPLR
FWK600PALR
UNTOM 8-11ti0, —
(2721)
RGK OPG.
(Z743)
2&74* CASTRArIAL
) 1 (910) (MG]
C3
FWH3169 Fwmsmsmyt
— - 1 ^
94Y
1';743) (2743)
J910) (K-21 (9tG) (91G) (902)
rNHAMOSASL FUfH 4S
0imansions in parentheses
throughout this book are
metric equivalents, shown
in m4firtwers unless
otherwise noted.
t-4/22/97 12:51 FAX 1 910 898 8220 LARRY E COFFMAN
R1004
/eQ exp eb
f-% i i n P- UU M1 M n XJV P
Table of BilSie SIM Scale 1/8" =1'-0° (1:96)
UWum.
AGIIOFCa W-cr
(014) (1218) ( '15241
GLASS 1 249
J—Ufli =5t
02 G42
T:?
-�f[ 7a.53 ED SM
G53
HtC
am
W
9-1111.1 1.
Elm)
81-o`
(IGM).
20,110,
VM
E. - 12
NoTF—, 'unit Dimension' always refers to outside Vinyl to Vinyl dirriension.
, Unobstrigled glass sizes shown fn Inches (andrruffmaters).
Unit and Rough Opening Description
Scale V- 0" (1:8)
0imensfons in parbntheses throughout
oris book are metric equivalents. shown
in nigrimeters unless otherMse noWd.
(49) Hortr-ordW Section
eal
verticai section
01/22/9T 12:51 FAX 1 916 898 8220 LARRY E COFRUN RI005
A s ac
ixn H AWNING WINDOWS
6 �.. -
table of Basic Sizes Scale 119" = V-®" (1:96) _
f ;
Grille lsaRteMS
FEW,
NMI mmm !>�� s>•s�,
H
I Z
��==
�
1 1 one ■al A.■.I
I�� l
■■■ ■■■ i1■■O
■ ■■ ■■■■
iw �u■
21-11, L: 3'-Qol
(9t�t c1�m
3'-0+1' 3'•fi''
(n (1051)
31 J; 3B'
(791} (914)
AR31 AR
(
AN" Ar,18B1
r
A351
AlAW351
A330
i. `i i �•
A AM
A92
frr
Alf AP3stl
AW4A
A42
_max.•-•�.
ULS
VENTLAYOUT
When ordering iffy;
ti hIM (W), Sandtone (SPID)
or Terratorm M.
White ............... -.A31W
Sandlnne ............ A31 SND
T@nratane .........._.A31T
NOTE.- Hinging of salt that
is shown is standard. For
other hinging of multiple units
contact your local supplier.
'Unobstructed glass sizes shown in inclm. `°Verkill legs V AS35 gnilo are not In precise 9lignmtlftl,,var1 o01or cIrmlar tvldth luedeisen AwNt g uni@
H&E: `Unil 06ncnslon' giways refers to outside valyl M vinyl d inension.
(''
I Dimensions iri throughout
UNrTDML 4'-4-/'
parentheses
this book are metric equiNalants, shown
RGH. 0FQ.
4 5�Jo
in millimeters unless otherwise noted.
ARM
48'
–
(12191
AAS AF%
f e N V
{
d 'p mLa m
A�t
�•--AM AN AWEA,11-b6--� f ANS
—
Fiala
ARra As ASS a
A451
c s
EV tTl
AV946 AW5 AW56 AWS
ABl9Sf
AM
■■■ ■■■ i1■■O
■ ■■ ■■■■
iw �u■
21-11, L: 3'-Qol
(9t�t c1�m
3'-0+1' 3'•fi''
(n (1051)
31 J; 3B'
(791} (914)
AR31 AR
(
AN" Ar,18B1
r
A351
AlAW351
A330
i. `i i �•
A AM
A92
frr
Alf AP3stl
AW4A
A42
_max.•-•�.
ULS
VENTLAYOUT
When ordering iffy;
ti hIM (W), Sandtone (SPID)
or Terratorm M.
White ............... -.A31W
Sandlnne ............ A31 SND
T@nratane .........._.A31T
NOTE.- Hinging of salt that
is shown is standard. For
other hinging of multiple units
contact your local supplier.
'Unobstructed glass sizes shown in inclm. `°Verkill legs V AS35 gnilo are not In precise 9lignmtlftl,,var1 o01or cIrmlar tvldth luedeisen AwNt g uni@
H&E: `Unil 06ncnslon' giways refers to outside valyl M vinyl d inension.
(''
I Dimensions iri throughout
UNrTDML 4'-4-/'
parentheses
this book are metric equiNalants, shown
RGH. 0FQ.
4 5�Jo
in millimeters unless otherwise noted.
CLASS'
48'
(12191
AAS AF%
f e N V
{
d 'p mLa m
�•--AM AN AWEA,11-b6--� f ANS
—
Fiala
ARra As ASS a
A451
c s
EV tTl
AV946 AW5 AW56 AWS
ABl9Sf
—.4A
6'-1 I ria
(r�iJ
os�l
55 Y,s
ARtit
ASi61
ASi jI
AIM
?'-gnfie
(FEW
s -A,
fill
a
AN51
ASM
II
MUT
6-11714'
(rffi6} I
s-o�•
(IMM
67 4u
17A9)
ARM
3 •x`"0:1_
Alifil
A511
C.�:!•'•..
1C �
•i-. yea.
AVM
04/22/97 12:51 FAX 1 916 898 8220 LAM E COMUN Z006
Andel.w-n
4. C E^ E.I.-I Z'"'.1.17
Typical Combinations Scale I/So 1,_On (1:96)
C URM (Narrow Mullion) Unit and Rough Opening 13mription
Scale 1-1/2" =1'-X (1:8)
UNI—I DAIL 4.911-
F(CMpry.
V.911-F(CMOM.
5-T
1-41- &f�
�Ig
g 21
- - r
Er- I JA0,-
1 all
041V
PW
-
;ta.
0142
C146-2
CIS -2
0=4 14,
pq
a,1 Ye 1
7-W-- � N 72
wa
CV -3
C14-3
�
CIw
elm
Ow's
C-164
C12A
Cw
U- I V&* (24743
C14&4
fr-lVaTC41
CIG&4
ar-OWfum
C2m
CIA C34 C14
IV. I'll' 3077)
101-1 all'
L14rP5
I 1T. 02le IMS91
lol. OVD,
cis C35 cis
Horizontal Section
SIS
IP -1 in
M
Cal
Er- I JA0,-
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Horizontal Section
SIS
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ti
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page1 CF -1R
Project Title.......... Egbert Shop Date....., 03/03/97
.Project Address........ 19 Alm Bluffs Drive *******
Chico, California *v4.50*
Documentation Author... Donna Wallace ******* Building P r
Wallace Energy Consulting W9'
399 East 9th Avenue P a - ec Date
Chico, CA 95926
916-893-4982 Fie C ec Da e
Climate Zone.. ..... 11.
Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc.
MICROPAS4 v4.50 File -SHOP Wth-CTZ11S92 Program -FORM CF -1R
User#-MP0995 User -Wallace Energy Consulting Run-Egbert Shop
GENERAL INFORMATION
Conditioned Floor Area.....
Building Type ..............
Construction Type ...
Building Front Orientation.
Number of Dwelling Units...
Number of Stories.. ......
Floor Construction Type....
Glazing Percentage.........
Average Glazing U -value....
Component Frame
Type Type
Wall Wood
Door n/a
Roof Wood
S1abEdge n/a
Orientation
Window Back (N)
Window Right (E)
Type
S1abOnGrade
S1abOnGrade
406 sf
Single Family Detached
New
Front Facing 200 deg (S)
1
1
Slab On Grade
6.9 % of floor area
0.35 Btu/hr-sf-F
!BUILDING SHELL INSULATION
Cavity Sheathing Insul Assembly
R -value R -value R -value U -value Location/Comments
R-17'.8 R-0 R-17.8 0.065 Typical
R-0 ` R-n/a R-0 0.330 South Entry
North Entry
R-11 R-27 R-38 0.025 Typical
R-.0 R-n/a R-0 0.900 Typical
Area U_
(sf Value
14.0 0.350
14.0 0.350
Exposed
Yesi
No
FENESTRATION
# of Interior
Pan- Shading/
es Description
2 Drapes.Std
2 Drapes.Std
THERMAL MASS
Area Thickness
(sf) (in)
365 3.9
41 3.5
Over -
Exterior hang/ Framing
Shading Fins Type
None Yes Wood
None None Wood
Location/Comments
Typical
Beneath Walls & Doors
e'
t 'tom 003t4v �
CERTIFICATE OF
COMPLIANCE:4RESIDENTIAL
Page 2
CF -1R
Project Title.......... Egbert Shop
Date........
03/03/97
MICROPAS4 v4.50 File -SHOP Wth-CTZ11S92 Program -FORM CF -1R
User#-MP0995 User -Wallace Energy Consulting Run-Egbert Shop
Minimum,
Equipment Type Efficiency
HVAC SYSTEMS
Duct Duct Thermostat
Location R -value Type
Furnace 0.920 AFUE Attic R-4.2 Setback
ACSplit 12.90 SEER Attic R-4.2 Setback
WATER HEATING SYSTEMS
Number Tank
in Energy Size
Tank Type Heater Type ;Distribution Type System Factor (gal)
Water Heater to meet minimum CEC Standards
SPECIAL FEATURES/REMARKS
System -3 HVAC Equipment:
L.P. gas furnace: Trane TUC040C924B
37,000 Btu/hour heating output and 92.0 AFUE
Electric air conditioner: Trane TTX018C
18,900 Btu/hour cooling output and 12.9 SEER
These units have been certified to the CEC.
Reference: CEC Database Files downloaded by documentation author
A water heater will not be installed at this time.
Windows shall be by Andersen Windows.
Maximum U -value: 0.35
Maximum Shading Coefficient: 0.50
Reference: Manufacturer's Literature
I
External
Insulation
R -value
CERTIFICATE OF COMPLIANCE:RESIDENTIAL Page 3 CF -1R
Project Title...... ... Egbert Shop Date........ 03/03/97
MICROPAS4 v4.50 File -SHOP Wth-CTZ11S92 Program -FORM CF -1R
User#-MP0995 User -Wallace Energy Consulting Run-Egbert Shop
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance
specifications needed to comply with 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
overall 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 Features/
Remarks section.
DESIGNER or OWNER
Name.... Larry E. Coffman
Company. Architect
Address. 158 E. Second Avenue
Chico, California 95926
Phone... (916) 89.8-8220
License. C 10191
DOCUMENTATION AUTHOR
Name.... Donna Wallace
Company. Wallace Energy Consulting
Address. 399 East 9th Avenue
Chico, CA 95926
Phone... 916-893-4982
Signed.. Signed.. G�C� U ►� 3/4��
a e (date)
ENFORCEMENT AGENCY
Name....
Title...
Agency..
a
Phone...
Signed..
(date)
Mandatory Measures Checklist: Residential MF -1R
Project Title Egbert Shop
Date 03/03/97
NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach
used. Items marked with an asterick (*) may be superseded by more stringent compliance requirements listed on the
Certificate of Compliance. When this checklist is incorporated into the 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 elsewhere in the documents or on this checklist only.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures
R-38
*150(a): Minimum R-19 ceiling insulation.
By Contractor
N/A
150(j):
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).
R-19
1. Indirect hot water tanks (e.g. unfired storage tanks or backup solar hot water tanks)
150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised
N/A
floors.
(R-16 or greater).
N/A
First 5 feet of pipes closest to water heater tank, non -recirculating systems,
150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor
transmission rate no greater than 2.0 perm/inch.
Fiberglass
insulated (R-4 or greater).
118: Insulation specified or installed meets California Energy Commission quality
standards. indicate type and form.
'Batts
116-17: Fenestration Products, Exterior Doors and Infilitration/Exfiltration Controls
Cooling system piping below 55 degrees Fahrenheit insulated.
5.
Piping insulated between heating source and indirect hot water tank.
a. Doors and windows between conditioned and unconditioned spaces designed to limit air
leakage.
CF -1R Page 2
1.
b. Manufactured fenestration products have label with certified U -value, and
&
infiltration certification.
By Contractor
c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and
By Contractor
2.
sealed.
3.
N/A
150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only.
150(f): Special infiltration barrier installed to comply with Section 151 meets Commission
quality standards.
N/A
System is certified with 78% thermal efficiency, on-off switch, weatherproof
150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs
operating instructions, no electric resistance heating and no pilot light.
1. Masonry and factory -built fireplaces have:
a. Closable metal or glass door
a. At least 36" pipe between filter and heater for future solar heating.
N/A
b. Outside air intake with damper and control
N/A
c. Flue damper and control
Pool system has directional inlets and circulation pump time switch.
N/A
2. No continuous burning gas pilots allowed.
appliance with pilot < 150 Btu/lir.)
Space Conditioning, Water Heating and Plumbing System Measures
110-13:
HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
By Contractor
HVAC equipment - See CF -1R Page 2.
By Contractor
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 interior/exterior insulation
(R-16 or greater).
2.
First 5 feet of pipes closest to water heater tank, non -recirculating systems,
N/A
insulated (R-4 or greater).
3.
All buried or exposed piping insulated in recirculating sections of hot water system.
4.
Cooling system piping below 55 degrees Fahrenheit insulated.
5.
Piping insulated between heating 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;
ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely
within conditioned space.
By Contractor
2.
Exhaust fan systems have backdraft or automatic dampers
3.
Gravity ventilating systems serving conditioned space have either automatic or
readily accessible, manually operated dampers.
114: Pool and Spa Heating Systems and Equipment
1.
System is certified with 78% thermal efficiency, on-off switch, weatherproof
N/A
operating instructions, no electric resistance heating and no pilot light.
2. System is installed with:
a. At least 36" pipe between filter and heater for future solar heating.
N/A
b. Cover for outdoor pools or outdoor spa.
3.
Pool system has directional inlets and circulation pump time switch.
N/A
115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance
have no continuously burning pilot light. (Exception: Non -electrical cooking
appliance with pilot < 150 Btu/lir.)
Lighting
Measures
150(k):
40 lumens/watt or greater for general lighting in kitchens and rooms with water
N/A
closets; and recessed ceiling fixtures IC (insulation cover) approved.
i
Residential
Compliance Form
January 1995
COMPUTER METHOD SUMMARY Page 1 C -2R
Project Title.......... Egbert Shop Date........ 03/03/97
P t Add 19`•A1 B1 1P -P **** ***
rojec ress........ m u s Drive
Chico, California *v4.50*
Documentation Author... Donna Wallace ******* But ing Fermi
Wallace Energy Consulting
399 East 9th Avenue Plan Check Da e
Chico, CA 95926
916-893-4982 Field Check/ Date
Climate Zone.. ..... 11
Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc.
MICROPAS4 v4.50 File -SHOP Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run-Egbert Shop
MICROPAS4 ENERGY USE SUMMARY
Energy Use
(kBtu/sf-yr)
Space Heating.. ......
Space Cooling.. ......
Water Heating.. ;......
Standard
Proposed
Design
Design
18.42
16.65
20.43
10.23
39.33
39.33
Compliance
Margin
1.77
10.20
0.00
Total 78.18 66.21 11.97
i
*** Building complies with Computer Performance ***
GENERAL INFORMATION
Conditioned Floor Area.....
Building Type ..............
Construction Type .........
Building Front Orientation.
Number of Dwelling Units...
Number of Building Stories.
Weather Data Type..........
406 sf
Single Family Detached
New
Front Facing 200 deg (S)
1
1
ReducedYear
Floor Construction Type....
Slab
On Grade
Number of Building Zones...
1
Conditioned Volume.........
3460
cf
Footprint Area .............
406
sf
Ground Floor Area..........
406
sf
Slab -On -Grade Area.........
406
sf
Glazing Percentage.........
6.9
% of floor area
Average Glazing U -value....
0.35
Btu/hr-sf-F
Average Ceiling Height.....
8.5
ft
t
V
COMPUTER METHOD SUMMARY ' Page 2 C -2R
Project Title.......... Egbert Shop Date........ 03/03/97
MICROPAS4 v4.50 File -SHOP Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run-Egbert Shop
Zone Type
SHOP
Residence
Surface
SHOP
1 Wall
2 Door
3 Wall
4 Wall
5 Door
6 Wall
7 Roof
Surface
Area
(sf)
SHOP
8 S1abEdge
Surface
SHOP
1 Window
2 Window
Surface
SHOP
1 Window
U- 3 Insul Act Solar Form 3
value R-val Azm Tilt Gains Reference
Vent Special
Height Vent Area
(ft) (sf)
2.0 n/a
Location/
Comments
154
R
17.8
200
BUILDING ZONE
INFORMATION
Floor
# of
0.330
Area
Volume Dwell
Cond- Thermostat
(sf)
.(cf) Units
itioned Type
406
3460 1.00
Yes Setback
90 Yes
OPAQUE SURFACES
Area
(sf)
SHOP
8 S1abEdge
Surface
SHOP
1 Window
2 Window
Surface
SHOP
1 Window
U- 3 Insul Act Solar Form 3
value R-val Azm Tilt Gains Reference
Vent Special
Height Vent Area
(ft) (sf)
2.0 n/a
Location/
Comments
154
0.065
17.8
200
90 Yes
W.19.2X6.16
Typical
42
0.330
0
200
90 Yes
None
South Entry
141
0.065
17.8
290
90 Yes
W.19.2X6.16
161
0.065
17.8
20
90 Yes
W.19.2X6.16
21
0.330
0
20
90 Yes
None
North Entry
145
0.065
17.8
110
90 Yes
W.19.2X6.16
406
0.025
38
n/a
0 Yes
R.38.2X4.24
Typical
PERIMETER
LOSSES
Length
F2
Insul
Solar
(ft) Factor
R-val
Gains
Location/Comments
r
81
0.900
R-0
No
Typical
# of
Area Pan- Frame
(sf) es Type
FENESTRATION SURFACES
Vent
SC
SC
Interior
Open
U- Act Glass
Int
Shading/
Type
value Azm Tlt Only
Shade
Description
14.0 2 Wood Slider 0.350 20 90 0.50 0.78 Drapes.Std
14.0 2 Wood Slider 0.350 110 90 0.50 0.78 Drapes.Std
OVERHANGS AND SIDE FINS
Window— Overhang Left Fin Right Fin—
Area Left Rght
(sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght
14.0 3.5 n/a 3.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a
I
I
COMPUTER METHOD SUMMARY Page 3 C -2R
Project Title... ..... Egbert Shop Date........ 03/03/97
MICROPAS4 v4.50 File -SHOP Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run-Egbert Shop
SHOP
Furnace 0.920 AFUE Attic _ R-4.2 0.830
ACSplit 12.90 SEER Attic R-4.2 0.810
=� WATER HEATING SYSTEMS
Number Tank
in Energy Size
Tank Type Heater Type Distribution Type System Factor (gal)
Water Heater to meet minimum CEC Standards
SPECIAL FEATURES/REMARKS
System -3 HVAC Equipment:
L.P. gas furnace: Trane T0004OC924B
37,000 Btu/hour heating output and 92.0 AFUE
Electric air conditioner: Trane TTX018C
18.,900 Btu/hour cooling output and 12.9 SEER
These units have been certified to the CEC.
Reference: CEC Database Files downloaded by documentation author
A water heater will not be installed at this time.
Windows shall be by Andersen Windows.
Maximum U -value: 0.35 k
Maximum Shading Coefficient: 0.50
Reference: Manufacturer's Literature
External
Insulation
R -value
i
THERMAL MASS
Area
Thick Heat Conduct- Surface
Mass Type
(sf)
(in)
Cap ivity R -value
Location/Comments
SHOP
1 S1abOnGrade
365
3.9
28.0 0.98 R-0.0
Typical
2 S1abOnGrade
41
3.5
28.0 0.98 R-2.0
Beneath Walls & Doors
HVAC SYSTEMS
i
Minimum Duct
Duct Duct
System
Type
Efficiency Location
R -value Efficiency
SHOP
Furnace 0.920 AFUE Attic _ R-4.2 0.830
ACSplit 12.90 SEER Attic R-4.2 0.810
=� WATER HEATING SYSTEMS
Number Tank
in Energy Size
Tank Type Heater Type Distribution Type System Factor (gal)
Water Heater to meet minimum CEC Standards
SPECIAL FEATURES/REMARKS
System -3 HVAC Equipment:
L.P. gas furnace: Trane T0004OC924B
37,000 Btu/hour heating output and 92.0 AFUE
Electric air conditioner: Trane TTX018C
18.,900 Btu/hour cooling output and 12.9 SEER
These units have been certified to the CEC.
Reference: CEC Database Files downloaded by documentation author
A water heater will not be installed at this time.
Windows shall be by Andersen Windows.
Maximum U -value: 0.35 k
Maximum Shading Coefficient: 0.50
Reference: Manufacturer's Literature
External
Insulation
R -value
HVAC SIZING Page 1 HVAC
Project Title.......... Egbert Shop Date........ 03/03/97
P
t A , *******
rojec A ress........ 19 - ,Alm Bluffs Drive
Chico, California *v4.50*
Documentation Author... Donna Wallace ******* Building Permit
Wallace Energy Consulting
399 East 9th Avenue Plan Check Da e
Chico, CA 95926
916-893-4982 Field Check/ Da e
Climate Zone.. ..... 11
Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc.
MICROPAS4 v4.50 File -SHOP Wth-CTZ11S92 Program -HVAC SIZING
User#-MP0995 User -Wallace Energy Consulting Run-Egbert Shop
GENERAL INFORMATION
Floor Area .................
Volume.. ............
Front Orientation..........
Sizing Location............
Latitude.!. .... ........
Winter Outside Design......
Winter Inside Design.......
Summer Outside Design......
Summer Inside Design.......
Summer Range.. .... .....
Interior Shading Used ......
Exterior Shading Used......
Overhang Shading Used......
Latent Load Fraction.......
406 sf
3460 cf
Front Facing
CHICO EXP STA
39.7 degrees
27 F
70 F
102 F
78 F
37 F
No
No
Yes
0.20
200 deg (S)
HEATING AND COOLING LOAD SUMMARY
Heating Cooling
Description (Btuh) (Btuh)
Opaque Conduction and Solar......
6151
1790
Glazing Conduction ...............
421
235
Glazing Solar ....................
n/a
453
Infiltration.. .................
2188
719
Internal Gain..! .................
n/a
1650
Ducts.............................
876
485
Sensible Load .................... 9636 5332
Latent Load ....................... n/a 1066
Minimum Total Load 9636 6398
Note: The loads shown are only one of the criteria affecting the selection
of HVAC equipment. Other relevant design factors such as air flow
requirements, outdoor .design temperatures, coil sizing, availability of
equipment, oversizing safety margin, etc., must also be considered. It is
the HVAC designer's responsibility to consider all factors when selecting
the HVAC equipment.
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R
Project Title.......... Egbert Residence Date........ 03/03/97
Project Address........ 19 Alm Bluffs Drive *******
Chico, California *v4.50* '77 -0& Y/
Documentation Author... Donna Wallace ******* Build P '
Wallace Energy Consulting , �- Zf-o�
399 East 9th Avenue Plan Check a e
Chico, CA 95926
916-893-4982 Field Check/ Date
Climate Zone.. ..... 11
Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc.
MICROPAS4 v4.50 File-EGBERT Wth-CTZ11S92 Program -FORM CF -1R
User#-MP0995 User -Wallace Energy Consulting Run-Egbert Residence
GENERAL INFORMATION
A
Conditioned
Floor Area.....
2919 sf
Building
Type ..............
Single Family Detached
Construction
Type .........
New
Building
Front Orientation. Front Facing
200 deg (S)
Number of
Dwelling Units...
1
Number of
Stories.. ......
1
Floor Construction
Type....
Raised Floor
Glazing Percentage.........
24.1 % of
floor area
Average Glazing
U -value....
0.47 Btu/hr-sf-F
BUILDING SHELL INSULATION
Component Frame
Cavity Sheathing Insul Assembly
Type
Type
R -value R -value
R -value U -value Location/Comments
Wall
Wood
R-17:8 R-0
R-17.8
0.065 Typical
Roof
Wood
R-11 R-27
R-38
0.025 Typical
Floor_
Wood
R-19 R-0
R-19
0.037 Typical
i FENESTRATION
# of
Interior
Over
-
Area U- Pan-
Shading/
Exterior
hang/
Framing
Orientation
(sf) Value es
Description
Shading
Fins
Type
Door
Front (S)
21.0 0.550 2
Drapes.Std
None
Yes
Wood
Door
Front (SW)
42.0 0.550 2
Drapes.Std
None
Yes
Wood
Window
Front (SW)
22.0 0.350 2
Drapes.Std
None
Yes
Wood
Window
Front (SW)
24.0 0.570 1
Drapes.Std
None
Yes
None
Window
Left (NW)
28.0 0.350 2
Drapes.Std
None
Yes
'Wood
Door
Back (NE)
53.0 0.350 2
Drapes.Std
None
,,Yes
Wood
Window
Back (NE)
77.0 0.350 2
Drapes.Std
None
Yes
Wood
Door
Left (NW)
40.0 0.550 2
Drapes.Std
None
Yes
Wood
Window
Back (N)
36.0 0.350 2
Drapes.Std
None
Yes
Wood
Window
Back (N)
12.0 0.350 2
Drapes.Std
None
None
Wood
Door
Back (NE)
40.0 0.550 2
Drapes.Std
None
Yes
Wood
Door
Left (NW)
93.0 0.350 2
Drapes.Std
None
Yes
Wood
Window
Right (SE)
63.0 0.350 2
Drapes.Std
None
Yes
Wood
Window
Right (E)
14.0 0.350 2
Drapas.Std
None
None
Wood
Window
Right (SESU777rp'MUNW
Drapes.Std
None
None
Wood
Window
Front--. (S)
gyp,, � . 0=. Y5kOr�,.; pes. Std
None
None
Wood
Door
Righ � ( -
�a2'i 9-+ `U" a2��a►��
pes .Std
None
Yes
Wood
Skylight
Fron (SP
ft 462 0M0`,�2
Meme
None
None
Metal
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R
Project Title.......... Egbert Residence Date........ 03/03/97
MICROPAS4 v4.50 File-EGBERT Wth-CTZ11S92 Program -FORM CF -1R
User#-MP0995 User -Wallace Energy Consulting Run-Egbert Residence
FENESTRATION
SPECIAL FEATURES/REMARKS
System -1 HVAC Equipment:
L.P. gas furnace: Trane TUC040C924B
37,000 Btu/hour heating output and 92.0 AFUE
Electric air conditioner: Trane TTX024C
25,000 Btu/hour cooling output and 12.6 SEER
These units have been certified to the CEC..
Reference: CEC Database Files downloaded by documentation author
E
System -2 HVAC equipment:
L.P. gas furnace: Trane TUC10OC948B
92,000 Btu/hour heating output and 92.0 AFUE
Electric air conditioner: Trane TTX048C
48,500 Btu/hour cooling output and 11.55 SEER
These units have been certified to the CEC.
Reference: CEC Database Files downloaded by documentation author
Average SEER = (12.6 x 868 + 11.55 x 2051)/2919 = 11.86 SEER
Recommended L.P. gas water heater: State TV-50-PKRT*-**.
This unit has been certified to the CEC.
Reference: P400-93-024 page 138
Windows and sliding glass doors shall be by Andersen Windows.
Maximum U -value.:: 0.35
P,
# of Interior
Over -
Area U- Pan- Shading/
Exterior
hang/ Framing
Orientation
(sf) Value es Description
Shading
Fins Type
Skylight Back (NE)
16.0 0.800 2 None
None
None Metal
Skylight Left (W)
16.0 0.800 2 None
None
None Metal
Skylight Right (E)
16.0 0.800 2 None
None
None Metal
Skylight Left (NW)
16.0 0.800 2 None
None
None Metal
Skylight Right (SE)
16.0 0.800 2 None
None
None Metal
HVAC SYSTEMS
Minimum Duct
Duct Thermostat
Equipment Type Efficiency Location
R -value
Type
Furnace
r
0.920 AFUE Crawlspace
R-4.2 Setback
ACSplit
11.86 SEER Crawlspace
R-4.2 Setback
WATER HEATING SYSTEMS
Number
Tank External
in Energy
Size Insulation
Tank Type Heater
Type Distribution Type
System Factor
(gal) R -value
Water Heater to meet
minimum CEC Standards
SPECIAL FEATURES/REMARKS
System -1 HVAC Equipment:
L.P. gas furnace: Trane TUC040C924B
37,000 Btu/hour heating output and 92.0 AFUE
Electric air conditioner: Trane TTX024C
25,000 Btu/hour cooling output and 12.6 SEER
These units have been certified to the CEC..
Reference: CEC Database Files downloaded by documentation author
E
System -2 HVAC equipment:
L.P. gas furnace: Trane TUC10OC948B
92,000 Btu/hour heating output and 92.0 AFUE
Electric air conditioner: Trane TTX048C
48,500 Btu/hour cooling output and 11.55 SEER
These units have been certified to the CEC.
Reference: CEC Database Files downloaded by documentation author
Average SEER = (12.6 x 868 + 11.55 x 2051)/2919 = 11.86 SEER
Recommended L.P. gas water heater: State TV-50-PKRT*-**.
This unit has been certified to the CEC.
Reference: P400-93-024 page 138
Windows and sliding glass doors shall be by Andersen Windows.
Maximum U -value.:: 0.35
CERTIFICATE OF COMPLIANCE:,RESIDENTIAL Page 3 CF -1R
Project Title.......... Egbert Residence Date........ 03/03/97
MICROPAS4 v4.50 File-EGBERT Wth-CTZ11S92 Program -FORM CF -1R
User#-MP0995 User -Wallace Energy Consulting Run-Egbert Residence
e SPECIAL FEATURES/REMARKS
Maximum Shading Coefficient: 0.50
Reference: Manufacturer's�Literature
Default U -values were used for the glass doors and skylights.
Reference: P400-95-002, Table G-4
The U -value for the glass block was taken from CEC Blueprint #48.
h
Doors at the Entry, near the Laundry, and Kitchen were calculated
as full glass doors. The Owners may elect to install wood doors
or doors with less glass.
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance
specifications needed to comply with 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
overall 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 Features/
Remarks section.
DESIGNER or OWNER
Name.... Larry E. Coffman
Company. Architect
Address. 158 E. Second Avenue
Chico, California 95926
Phone... (916) 898-8220
License. C 10191
DOCUMENTATION AUTHOR
Name.... Donna Wallace
Company. Wallace Energy Consulting
Address. 399 East 9th Avenue
Chico, CA 95926
Phone... 916-893-4982
Signed.. Signed.. 060x�UVal� 3/4/9 7
(d a Fe) ate
ENFORCEMENT AGENCY
Name....
Title...
Agency..
Phone...
Signed..
(date)
i
Mandatory Measures Checklist: Residential MF -1R
Project Title Egbert Residence
Date 03/03/97
NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach
used. Items marked with an asterick (*) may be superseded by more stringent compliance requirements listed on the
Certificate of Compliance. When this checklist is incorporated into the 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 elsewhere in the documents or on this checklist only.
DESCRIPTION I I DESIGNER I ENFORCEMENT I
Building
Envelope Measures
R-38
*150(a):
Minimum R-19 ceiling insulation.
N/A
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).
R-19
150(d):
Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised
R-19
1. Indirect hot water tanks (e.g. unfired storage tanks or backup solar hot water tanks)
floors.
have insulation blanket (R-12 or greater) or combined interior/exterior-insulation
N/A
150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor
(R-16 or greater).
transmission rate no greater than 2.0 perm/inch.
2.
Fiberglass
118: Insulation specified or installed meets California Energy Commission quality
standards. Indicate type and form.
Batts
116-17:
Fenestration Products, Exterior Doors and Infilitration/Exfiltration Controls
4.
a. Doors and windows between conditioned and unconditioned spaces designed to limit air
Leakage.
CF -1R
b.
Manufactured fenestration products have label with certified U -value, and
Pages 2-3 &
1.
infiltration certification.
By Contractor
c.
Exterior doors and windows weatherstripped; all joints and penetrations caulked and
sealed.
By Contractor
N/A
150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only.
150(f):
Special infiltration barrier installed to comply with Section 151 meets Commission
Gravity ventilating systems serving conditioned space have either automatic or
quality standards.
N/A
150(e):
Installation of Fireplaces, Decorative Gas Appliances and Gas Logs
114: Pool and Spa Heating Systems and Equipment
1.
1. Masonry and factory -built fireplaces have:
N/A
a. Closable metal or glass door
operating instructions, no electric resistance heating and no pilot light.
b. Outside air intake with damper and control
N/A
c. Flue damper and control
N/A
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.
By Contractor
HVAC equipment and water heater - See CF -1R Page 2.
By Contractor
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 interior/exterior-insulation
(R-16 or greater).
2.
First 5 feet of pipes closest to water heater tank, non -recirculating systems,
By Contractor
insulated (R-4 or greater).
3.
All buried or exposed piping insulated in recirculating sections of hot water system.
4.
Cooling system piping below 55 degrees Fahrenheit insulated.
5.
Piping insulated between heating 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;
ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely
within conditioned space. I
By Contractor
2.
Exhaust fan systems have backdraft or automatic dampers
3.
Gravity ventilating systems serving conditioned space have either automatic or
readily accessible, manually operated dampers.
114: Pool and Spa Heating Systems and Equipment
1.
System is certified with 78% thermal efficiency, on-off switch, weatherproof
N/A
operating instructions, no electric resistance heating and no pilot light.
2. System is installed with:
a. At least 36" pipe between filter and heater for future solar heating.
N/A
b. Cover for outdoor pools or outdoor spa.
3.
Pool system has directional inlets and circulation pump time switch.
115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance
have no continuously burning pilot light. (Exception: Nonelectrical cooking
N/A
appliance with pilot < 150 Btu/hr.)
Lighting
Measures
150(k):
40 lumens/watt or greater for general lighting in kitchens and rooms with water
By Contractor
closets; and recessed ceiling fixtures IC (insulation cover) approved.
Residential
Compliance Form
January 1995
COMPUTER METHOD SUMMARY Page 1 C -2R
Project Title.......... Egbert Residence Date........ 03/03/97
Pro' t Addss
pec 19'A1 B1 ff D 4
Chico, California *v4.50*
Documentation Author... Donna Wallace ******* Building Permi
Wallace Energy Consulting
399 East 9th Avenue Plan -Check / Date
Chico, CA 95926
916-893-4982 Field Check/ Date
Climate Zone.. ... 11
Compliance Method..!... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc.
MICROPAS4 v4.50 File-EGBERT Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run-Egbert Residence
MICROPAS4
ENERGY USE
SUMMARY
Energy Use
Standard
Proposed
Compliance
(kBtu/sf-yr)
Design
Design
Margin
Space Heating...'.......
13.01
11.13
1.88
Space Cooling..........
13.24
12.47
0.77
Water Heating..........
8.95
8.95
0.00
Total
i
35.20
32.55
2.65
*** Building complies
with Computer Performance ***
GENERAL INFORMATION
Conditioned Floor Area.....
Building Type ..............
Construction Type .........
Building Front Orientation.
Number of Dwelling Units...
Number of Building Stories.
Weather Data Type..........
Floor. Construction Type....
Number of Building Zones...
Conditioned Volume.........
Footprint Area .............
Ground Floor Area..........
Slab -On -Grade Area.........
Glazing Percentage.........
Average Glazing U -value....
Average Ceiling Height.....
2919 sf
Single Family
New
Front Facing
1
1
ReducedYear
Detached
200 deg (S)
Raised Floor
1
27907 cf
2919 sf
2919 sf
0 sf
24.1 % of floor area
0.47 Btu/hr-sf-F
K6 ft
COMPUTER METHOD SUMMARY Page 2 C -2R
Project Title.......... Egbert Residence Date........ 03/03/97
MICROPAS4 v4.50 File-EGBERT Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run-Egbert'Residence
BUILDING ZONE INFORMATION
Floor
# of
Vent Special
Area
.Volume
Dwell
Cond- Thermostat Height
Vent Area
Zone Type
(sf)
(cf)
Units
itioned Type
(ft) (sf)
HOUSE
Residence
2919
27907
1.00
Yes Setback
2.0 n/a
OPAQUE SURFACES
Area
U-
Insul
Act
Solar Form 3
Location/
Surface
(sf)
value
R-val
Azm Tilt
Gains Reference
Comments
HOUSE
1
Wall
35
0.065
17.8
200
90 Yes W.19.2X6.16 Typical
2
Wall
468
0.065
17.8
245
90 Yes W.19.2X6.16
3
Wall
458
0.065
17.8
335
90 Yes W.19.2X6.16
4
Wall
62
0.065
17.8
20
90 Yes W.19.2X6.16
5
Wall
408
0.065
17.8
65
90 Yes W.19.2X6.16
6
Wall
451
0.065
17.8
155
90 Yes W.19.2X6.16
7
Wall
21
0.065
17.8
110
90 Yes W.19.2X6.16
8
Wall
21
0.065
17.8
200
90 Yes W.19.2X6.16
9
Roof
1301
0.025
38
n/a
0 Yes R.38.2X4.24 Typical
10
Roof
226
0.025
38
245
27 Yes R.38.2X4.24
11
Roof
236
0.025
38
290
27 Yes R.38.2X4.24
12
Roof
332
0.025
38
335
27 Yes R.38.2X4.24
13
Roof
266
0.025
38
65
27 Yes R.38.2X4.24
14
Roof
236
0.025
38
110
27 Yes R.38.2X4.24
15
Roof
420
0.025
38
155
27 Yes R.38.2X4.24
16
Floor
2919
0.037
19
n/a
0 No FC.19.2X8.16 Typical
FENESTRATION
SURFACES
# of
Vent
SC SC
Interior
Area Pan-
Frame
Open
U- Act Glass Int
Shading/
Surface
(sf) es
Type
Type
value Azm Tlt Only Shade
Description
HOUSE
1
Door
21.0 2
Wood
Hinged
0.550 200 90 0.88 0.78
Drapes.Std
2
Door
21.0 2
Wood
Hinged
0.550 245 90 0.88 0.78
Drapes.Std
3
Window
14.0 2
Wood
Slider
0.350 245 90 0.50 0.78
Drapes.Std
4
Door
21.0 2
Wood
Hinged
0.550 245 90 0.88 0.78
Drapes.Std
5
Window
24.0 1
None
Fixed
0.570 245 90 0.88 0.78
Drapes.Std
6
Window
14.0 2
Wood
Slider
0.350 335 90 0.50 0.78
Drapes.Std
7
Window
14.0 2
Wood
Slider
0.350 335 90 0.50 0.78
Drapes.Std
8
Door
53.0 2
Wood
Slider
0.350 65 90 0.50 0.78
Drapes.Std
9
Window
14.0 2
Wood
Slider
0.350 65 90 0.50 0.78
Drapes.Std
10
Window
14.0 2
Wood
Slider
0.350 65 90 0.50 0.78
Drapes.Std
11
Door
40.0 2
Wood
Hinged
0.550 335 90 0.88 0.78
Drapes.Std
12
Window
18.0 2
Wood
Fixed
0.350 20 90 0.50 0.78
Drapes.Std
13
Window
6.0 2
Wood
Hinged
0.350 20 90 0.50 0.78
Drapes.Std
14
Window
18.0 2
Wood
Fixed
0.350 20 90 0.50 0.78
Drapes.Std
15
Window
6.0 2
Wood
Hinged
0.350 20 90 0.50 0.78
Drapes.Std
16
Door
40.0 2
Wood
Hinged
0.550 65 90 0.88 0.78
Drapes.Std
COMPUTER METHOD SUMMARY Page 3 C -2R
Project Title.......... Egbert Residence Date........ 03/03/97
MICROPAS4 v4.50 File-EGBERT Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run-Egbert Residence
FENESTRATION SURFACES
# of
rVent
SC
SC
Interior
Area
Pan-
Frame
Open
U-
Act
Glass
Int
Shading/
Surface
(sf)
es
Type
Type
value
Azm
Tlt
Only
Shade Description
17
Door
53.0
2
Wood
Slider
0.350
335
90
0.50
0.78
Drapes.Std
18
Door
40.0
2
Wood
Slider
0.350
335
90
0.50
0.78
Drapes.Std
19
Window
21.0
2
Wood
Slider
0.350
65
90
0.50
0.78
Drapes.Std
20
Window
7.0
2
Wood
Hinged
0.350
65
90
0.50
0.78
Drapes.Std
21
Window
21.0
2
Wood
Slider
0.350
65
90
0.50
0.78
Drapes.Std
22
Window
21.0
2
Wood
Slider
0.350
155
90
0.50
0.78
Drapes.Std
23
Window
14.0
2
Wood
Hinged
0.350
110
90
0.50
0.78
Drapes.Std
24
Window
7.0
2
Wood
Hinged
0.350
155
90
0.50
0.78
Drapes.Std
25
Window
14.0
2
Wood
Hinged
0.350
200
90
0.50
0.78
Drapes.Std
26
Window
21.0
2
Wood
Hinged
0.350
155
90
0.50
0.78
Drapes.Std
27
Window
21.0
2
Wood
Hinged
0.350
155
90
0.50
0.78
Drapes.Std
28
Window
8.0
2
Wood
Hinged
0.350
245
90
0.50
0.78
Drapes.Std
29
Door
21.0
2
Wood
Hinged
0.550
155
90
0.88
0.78
Drapes.Std
30
Skylight
16.0
2
Metal
Fixed
0.800
245
27
0.88
1.00
None
31
Skylight
16.0
2
Metal
Hinged
0.800
65
27
0.88
1.00
None
32
Skylight
16.0
2
Metal
Hinged
0.800
290
27
0.88
1.00
None
33
Skylight
16.0
2
Metal
Hinged
0.800
110
27
0.88
1.00
None
34
Skylight
16.0
2
Metal
Fixed
0.800
335
27
0.88
1.00
None
35
Skylight
16.0
2
Metal
Fixed
0.800
155
27
0.88
1.00
None
OVERHANGS
AND SIDE FINS
Window-
Overhang
Left Fin
Right
Fin -
Area
Left
Rght
Surface
(sf)
Hght
Wdth
Dpth Hght
Ext
Ext
Ext
Dpth
Hght Ext Dpth
Hght
HOUSE
1
Door
21.0
7.0
n/a
10.3 1.9
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
2
Door
21.0
7.0
n/a
11.0 0.9
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
3
Window
14.0
3.5
n/a
8.0 1.3
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
4
Door
21.0
7.0
n/a
3.0 0.9
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
5
Window
24.0
7.3
n/a
3.0 0.6
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
6
Window
14.0
3.5
n/a
6.0 1.3
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
7
Window
14.0
3.5
n/a
6.0 1.3
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
8
Door
53.0
6.7
n/a
3.0 1.3
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
9
Window
14.0
3.5
n/a
3.0 1.3
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
10
Window
14.0
3.5
n/a
3.0 1.3
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
11
Door
40.0
6.7
n/a
5.5 2.6
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
12
Window
18.0
6.0
n/a
5.5 0.6
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
14
Window
18.0
6.0
n/a
5.5 0.6
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
16
Door
40.0
6.7
n/a
5.5 2.6
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
17
Door
53.0
6.7
n/a
3.0 1.3
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
18
Door
40.0
6.7
n/a
3.0 1.3
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
19
Window
21.0
3.5
n/a
6.0 1.3
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
20
Window
7.0
2.0
n/a
6.0 1.3
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
21
Window
21.0
3.5
n/a
6.0 1.3
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
22
Window
21.0
3.5
n/a
3.0 1.3
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
26
Window
21.0
3.5
n/a
3.0 1.3
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
27
Window
21.0
3.5
n/a
3.0 1.3
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
COMPUTER METHOD SUMMARY Page 4 C -2R
Project Title...... .. Egbert Residence Date........ 03/03/97
MICROPAS4 v4.50 File-EGBERT Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run-Egbert Residence
Surface
28 Window
29 Door
OVERHANGS AND SIDE FINS
Window— Overhang Left Fin Right Fin—
Area Left Rght
(sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght
8.0 2.5 n/a 6.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a
21.0 7.0 n/a 8.0 0.9 n/a. n/a n/a n/a n/a n/a n/a n/a
System Type
HVAC SYSTEMS
Minimum Duct
Efficiency Location
Duct
R -value
Duct
Efficiency
HOUSE
Furnace 10.920 AFUE Crawlspace R-4.2 0.830
ACSplit 11.86 SEER Crawlspace R-4.2 0.860
WATER HEATING SYSTEMS
Number Tank
in Energy Size
Tank Type Heater Type Distribution Type System Factor (gal)
Water Heater to meet minimum CEC Standards
SPECIAL FEATURES/REMARKS
System -1 HVAC Equipment:
L.P. gas furnace: Trane TUC040C924B
37,000 Btu/hour heating output and 92.0 AFUE
Electric air conditioner: Trane TTX024C
25,000 Btu/hour cooling output and 12.6 SEER
These units have been certified to the CEC.
Reference: CEC Database Files downloaded by documentation author
System -2 HVAC equipment:
L.P. gas furnace: Trane TUC10OC948B
92,000 Btu/hour heating output and 92.0 AFUE
Electric air conditioner: yTrane TTX048C
48,500 Btu/hour cooling output and 11.55 SEER
These units have been certified to the CEC.
Reference: CEC Database Files downloaded by documentation author
Average SEER = (12.6 x 868:+ 11.55 x 2051)/2919 = 11.86 SEER
Recommended L.P. gas water heater: State TV-50-PKRT*-**.
This unit has been certified'to the CEC.
Reference: P400-93-024 page 138
Windows and sliding glass doors shall be by Andersen Windows.
Maximum U -value: 0.35
Maximum Shading Coefficient: 0.50
Reference: Manufacturer's Literature
Default U -values were used,for the glass doors and skylights.
External
Insulation
R -value
COMPUTER METHOD SUMMARY Page 5, C -2R
Project Title.......... Egbert Residence Date........ 03/03/97
MICROPAS4 v4.50 File-EGBERT Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run-Egbert Residence
SPECIAL-FEATURES/REMARKS
Reference: P400-95-002, Table G-4
The U -value for the glass block was taken from CEC Blueprint #48:
Doors at the Entry., near the Laundry, and Kitchen were calculated
as full glass doors. The Owners may elect to install wood doors
or doors with less glass.
HVAC SIZING Page 1 HVAC
Project Title.......... Egbert Residence Date........ 03/03/97
Project Address........ 19 Alm Bluffs Drive *******
Chico, California *v4.50*
Documentation Author... Donna Wallace ******* Building Permit
Wallace Energy Consulting
399 East 9th Avenue Plan Check Da e
Chico, CA 95926
916-893-4982 Field Check/ Da e
Climate Zone.. ..... 11
Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc.
MICROPAS4 v4.50 File-EGBERT Wth-CTZ11S92 Program -HVAC SIZING
User#-MP0995 User -Wallace Energy Consulting Run-Egbert Residence
GENERAL INFORMATION
FloorArea .................
Volume.. ............
Front Orientation..........
Sizing Location............
Latitude... .... .......
Winter Outside Design......
Winter Inside Design.......
Summer Outside Design......
Summer Inside Design.......
SummerRange..... .. .....
Interior Shading Used......
Exterior Shading Used......
Overhang Shading Used......
Latent Load Fraction.......
2919 sf
27907 cf
Front Facing 200
CHICO EXP STA
39.7 degrees
27 F
70 F
102 F
78 F
37 F
No
No
Yes
0.20
HEATING AND COOLING LOAD SUMMARY
deg (S)
Latent Load ...................... n/a 9237
Minimum Total Load 49472 55419
Note: The loads shown are only one of the criteria affecting the selection
of HVAC equipment. Other relevant design factors such as air flow
requirements, outdoor design temperatures, coil sizing, availability of
equipment, oversizing safety margin, etc., must also be considered. It is
the HVAC designer's responsibility to consider all factors when selecting
the HVAC equipment.
Heating
Cooling
Description
(Btuh)
(Btuh)
Opaque Conduction and Solar......
13252
6048
Glazing Conduction ...............
14075
7856
Glazing Solar ....................
n/a
22181
Infiltration .....................
17647
5799
Internal Gain ....................
n/a
2100
Ducts ............................
4497
2199
Sensible Load..' ..................
49472
46183
Latent Load ...................... n/a 9237
Minimum Total Load 49472 55419
Note: The loads shown are only one of the criteria affecting the selection
of HVAC equipment. Other relevant design factors such as air flow
requirements, outdoor design temperatures, coil sizing, availability of
equipment, oversizing safety margin, etc., must also be considered. It is
the HVAC designer's responsibility to consider all factors when selecting
the HVAC equipment.
RESIDENTIAL PLAN CHECKING GUIDE
SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY
OWNER: BUILDINGPERMRNUMBER
PLAN CHECKER: �-- a A. P. NUMBER: T 0
r=1=0 AT - s ,
Zoning requirements: (side yards and number of permitted living units).
Valuation.
Plans signed by'designer.
Proper description of work on application.
Existing violations on property.
Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.).
Recorded notice of violation.
Complete parcel size and dimensions.
Setbacks, side yards, easements, etc. •:+r a
Other buildings or structures.
Grading, fills and/or drainage.
Flood hazard.
Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.).
F.A.U. & F.A.S. road setback.
Building or utilities across lot lines (Record form)
Complete to scale plan with dimensions.
Required windows for light and ventilation (Section 1203).
Required windows for second exit (Section 310.4).
Skylights (Section 2409 & 2603.7).
Glazing in Hazardous Locations (Section 2406).
Required room sizes, ceiling heights (Section 310.6).
G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210).
Lights, switchesMoorsize
s, and exterior receptacles for maintenance of mechanical equipment.
Location wateeating and cooling equipment, other electrical or gas equipment.
Garage fire nd closer (Section 302.4).
Minimum of one 3'0" exterior door (Section 1004.6).
Fireplace and wood stove location, alcoves and clearance.
Smoke detectors (Section 310.9.1).
Plumbing fixtures, water closet clearances and shower size.
Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4).
Standard bracing or engineered design (Section 2326.11.3).
-Clerestory requiring balloon framing and/or engineering.
_Three story building requiring engineered calculations and plans.
Foundation plan complete enough to construct building.
Floor construction details complete enough to construct building.
Elevations and wall construction details complete enough to construct building.
Roof construction details complete enough to construct building.
"Rafter ties or bearing ridge beam.
Fireplace construction details and cafe. if necessary.
Garage door and/or porch header sizes.
Stud heights.
Adobe soils - special foundation design.
Retaining walls requiring design.
.�pecial Inspection requirements.
.Header size.
Sheetrock nailing inspection required?
July 1996 3,2
u
Stairway details: landings, rise and run, head clearance, handrails (Section 1006).
Guardrail details (Section 509).
Brick or stone veneer (Section 1403).
Exterior plaster - weep screeds (Section 2506). a
Proper roof pitch for roof covering (Section 1501).
Roof covering type - (fire hazard).
Foam insulation - protection.
36" halls and stairways.
Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts..
Two exits on three - story dwellings (Section 1003).
Underfloor access and ventilation (Section 2317.7).
Attic access and ventilation (Section 1505).
Combustion air for fuel burning appliances - L.P. G. requirements.
Noise requirements on duplexes.
Energy design.
Flashing at all exterior openings.
C.D.F. responsible area requirements.
v/ r� �
.
�� -�
July 1996
3.3
LAND DEVELOPMENT
BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. — O(D`"
nuk) Sr_
NAME:: I-- Q ���, 1 / 1 V�-�. l�il�� C��— iNUMBER:
PRINT LA AME FIRST
COUNTY ZONING r'
DESIGNATION: S R3 FLOOD ZONE: FLOOD MAP: 2058
APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMSRIOR TO APPROVAL:
PARCEL CREATION BY DEEDS OR MAP
DEED INFORMATION:
DATE OF CREATION: DEED REFERENCE:
LEGAL ACCESS PROVIDED: YES NO
COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION
COMM ENTS/COND.ITIONS:-
j
MAP INFORMATION:
LEGAL ACCESS REQUIRED: . YES NO
YES NO
�f� 3 � L• �s
DATE OF RECORDING _ 7 �� G%� ��' LOT 22 BOOK O PAGE J� 2
COMPLIANCE WITH OLD SUBDI ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT
PAGE 23): YES ' NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW:
A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements.
CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THEBU/LD/NG DIVISION UNLESS OTHERWISE NOTED.
X1. Maintain a 50 ft. building setback from centerline of road.
_ 2. Maintain a ft.building .setback from right-of-way/centerline of
3. Comply with Zoning code for building setback from road.
_ 4. Maintain a 100 ft. leachfield setback from all existing wells.
5. Maintain a ft. leachfield setback from
_ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department.
7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290.
_ 8. Connect to a public water supply.
_ 9. Connect to a public sewer system.
_ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National
Fire Protection Association Standard for the installation of sprinkler systems in one and two family,dwellings and mobile
homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department
specifications, serves the parcel.
11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $
12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone n6mbe*r below)
13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010.
_ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated
in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be load(® to the Pkarzag DivWw.
+ f
_ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic
safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3
requirements of the Uniform Building Code.
_ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors.
X 17. Pay school impact mitigation fees.
X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte
County Code.
_ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California
Clean Air Act of 1988 as amended.
_ 20. If any cultural resources are encountered during ground disturbing -activities, all work shall cease in the area of the find
pending examination of the site by a prof essional'archaet?ILU*isf.., This person would -then be able to assess the site
significance and suggest appropriate mitigation measures.
X 21. N o A -CC (f S5 S1YLc h ^-Lo N c SKY w a y
22. SeLe_ UDO M SS r -b (L L0 Chi iON d 1::: bNVEW&'� 6 7'KIffAMLO- '"
1b Lor A0, POIF
23.
24.
25.
26.
'AIa IMN013A30 UN1f1
31.1(18 j0 A1N665
1661 10 ddd
a3nI303a
LD 7/96
CeAWP51 TORMS.MBLDGPERMUR
L AND OF NATURAL W E A L T H A N D B E A U T Y
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
Mike & Monica Egbert 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397
2921 Grape Way'
a TELEPHONE: 19161 538-7541 -
p y FAX: (916) 538-2140
Chico, CA 95973
Re: Single Family Residence Date: 4/24/97
A. P.* No. 0.11=041-170 Permit. #97-0641
- With reference to the above subject; attached is:
[x] Plan Check List
[ ] Red Marked Calculations
[ ] Red Marked Plans
[ ] Other:
Action Required:
[x] Comply with plan check list
[x] Resubmit Plans with revisions as requested .
[ ] Resubmit calculations with revisions as necessary
[ ] Return originally submitted material
Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday
through Thursday between 1:00 PM and 4:00 -PM.
SincereIV,
George R. Kellogg
Plan Check Engi
rl
cc: Larry Coffman, Architect
158 E. 2nd Avenue
Chico, CA 95926
Eric Robertson
Robertson & Dominick
870 Manzanita Ct., Suite D
Chico, CA 95926
%4
SUPPLEMENTAL PLAN CHECK LIST
Permit Applicant: Mike & Monica Egbert Date: 4/24/97
Permit #97-0641
Plans for `the above referenced project were reviewed- by this office. Please provide additional
information and/or make revisions:to plans, specifications, or calculations as follows:. . .
/Foundation/retaining.walls; The steel placement in the structural calculations does not.
000001� match that of the steel placement on the plans. Both appear to be different than
commonly shown on these types of walls. - Please check. development lengths and
placement detailing to be sure toe, -heel and wall dowelplacement is adequate.
2� Soil type assumed in the structural calculations appears to be equivalent to UBC Class
-4.'' -Please verify that foundation subgrade is UBC Class 4 or better.
Z3. In foundation/retaining .wall -calculations, 12" of soil over the toe is assumed: ! This is
not shown on the plans. Please check the design to the situation actually desired in the
field _and show as such on the plans.
Wind exposure B is assumed in the calculations. Please verify that this is the case at
the project site.
,4r5�70'Specify the connection requirements between the shear wall base in the Master
Bedroom closet and the floor sheathing.
Where are the glu-lams designed on page G-1 (5 1/8 x15) of the structural calculations
shown on the plans?
P.O. Box 1216
410 Pine Street
Red Bluff, CA 96080
(916) 529-3560
FAX 529-0953
870 Manzanita Ct.
Suite D
Chico, CA 95926
(916) 894-3500
FAX 894-8955
Joe Dominick
Land Surveyor
Eric Robertson
Civil Engineer
ROBER TSON AND DOMINICK
Civil Engineers & Surveyors
May 19, 1997
Butte County Building Dept.
7 County Center Dr.
Oroville, Ca 95965
Attn: George Kellogg and Linda Sexton
Re: House plans for Mike and Monica Egbert
Dear George and Linda,
This is in response to your plan check comments for the plans submitted
for the proposed house of Mike and Monica Egbert. Specifically. those
comments were relayed to me in a letter dated 4/24/97 from George and
during a telephone conversation on 4/29/97 with Linda.
George's letter:
The foundation/retaining wall steel has been revised to reflect my
calculations and more conventional placement. See Sheet S3.
1. Based on my inspection of the cut -banks and other observations of
the soil on this lot, it is my opinion that it meets UBC Class 4
requirements.
2. The 12" of soil over the toe of the walls is now shown on the plans.
See Sheet S3.
3.- The location the lot complies with the criteria of wind exposure B.
4.. The connection of the base of the shear wall and the sheathing is
now specified on the plans. See Detail 4/S3.
5.: The glu-lam beams are now shown on Sheet S7 (roof framing plan)
Linda's Telephone Conversation with me:
/I. The glu-lam beams have been checked for deflection, bending, and
shear code requirements and are significantly over -designed. The
long cantilevers are present to achieve an architectural effect.
✓2. The extents of the main glu-lam beams is now correct as shown on
Sheet S7 and match the architectural plans.
Connection for the porch roof to the main roof: The truss layout now extends over
the porch area as shown on Sections H and I on Sheet A11. Also the roof plan shown
on Sheet S7 accurately depicts this new layout.
,4. Support of the architectural columns from under the deck is accomplished with
additional 4x6 columns and footing (with additional deck girders) as shown on Sheet
S5.
Please let me know if you have any additional comments or questions.
Sincerely,
Eric L. Robertson, P.E.
Civil Engineer/Partner
r
DATE:
PERMIT #:.
ASSESSOR PARCEL #: nil- L118-- f
OWNER'S NAME:
FEES (Amount and Purpose):
REVISED PLAN CHECK: $
BALANCE OF FEES: $
ADDITIONAL FEES: $
REINSPECTION FEE: $
SHERIFF FEE:
CUA FEE:
$
TUA FEE:
$
CSA 87 TRAFFIC FEE:
$
2500.00
WATER TENDER FEE:
$
200.00 BATTALION #
THERM DRAINAGE FEE
$
IF BALANCE OF FEES OR ADDITIONAL VALUATION:
VALUATION: $
ADDITIONAL VAL: $
(Check One) COUNTY -
CITY OF BIGGS
(Check One) RESIDENTIAL ' x
COMMERCIAL
RECEIPT NUMBER: Z
F
COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541[' PERMIT NO.
(Rev. 12/96) APPLICATION AND PERMIT 7 �� rckJ
ASSESSOR PARCEL NUMBER
11-41-170
ZONING
SR3
BUILDING PERMIT
OWNER
MIKE & MONICA EGBERT
TELEPNONE
891-1594
SO. FT. OCC. BUILDING VALUATION
OWNERS MAILING ADDRESS
2921 GRAPE WAY CHICO 95973
1415 U
25,470
CONTRACTOR'S NAME
UNKNOWN
TELEPHONE
10,660
550 0
3,850
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
NORTH STATE NATIONAL BANK
Fireplace "A"
1,500
LENDERS MAILING ADDRESS
'
Total Valuation $
199.106
ARCHITECT OR ENGINEER
LICENSE NO.
Fee
$ 20.00
-Filing
Permit Fee
$ 989.50
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$ 643.18
BUILDING ADDRESS 19 ALM BLUFF CHICO
Energy Plan Checking Fee
$ 23.00
$
PERMIT FEE
S 1675.68
LOTNO. SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
Each Trap
.41 7.00 98.00
USEOFSTRUCTURE
Duplex ❑ Mobilehome ❑ Other
SF ,P SPECIFY
Solar or heat pump water heater
23.00
Water I in
piping
g
15.00 15.00
Each gas water heater or vent
15-00 15.00
TYPE OF WORK
New IR Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: 3br
Gas piping system 1 - 5 outlets
15.00 15.00
Building sewer
15.00
Mobile Home S G W
@20.00
PERMIT FEE
S 178.00
ELECTRICAL PERMIT
Filing Fee 20.00
Main Service zo.Aooa�ss
23.00 23.00
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 in full force and effect.
License Class Lic. No.
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
Main Service 200A TO 1000A
46.00
NEW CONST. OwEwNo occuP.
OR AODNS. ( a ACc. Bins.
so 51 .69
3.5¢FT.
,�µgalpT MULTI -OUTLET
@7.50
POWER APPARATUS
8 SINGLE OUTLET CIR.
EX. Occup. OUTLET OR FIXTURES
20 00
aAL 1.50
FlXED APFIES,PLN1 OR
Ex. Occup.ouTLErs REBID. EA.
5.00
Temporary Service
23.00 23.00
Mobile Home Facilities
20.00
Misc. Wiring23.00
PERMIT FEE
$ 217.69
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
I 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
performance of the work for which this permit is issued.
❑ 1 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 workers' compensation insurance carrier and policy number are:
Carrier
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.)
I 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 io workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
X _ Date _=' _
Signature of Applicant - wner ❑ Contractor ❑ Agent .
� O
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
MECHANICAL PERMIT
Fling Fee 20.00
Heating 3 .5.00 45.00
Cooling
3 25.00 75.00
Hood 8.50 6.50
Ventilation 4 4.50 1 18.00
PERMIT FEE $ 164.50
Mobile Home Installation Fee $
Energy Inspection Fee $ 46.00
occ
CONST. TYPE
TOTAL FEE $ 2281.87
I
HAZ. D. FEES IMP FLOOD
- X X
CDF PARCEL PD HO (ISSUE
X X X
This permit is hereby issued under
of the Butte County Code and/or
indicated above for which fees have
By
PERMIT EXPIRES ON
the applicable provisions
Resolutions to do work
been paid.
Date
/Osla/
ReceiptNo. /L" ` % %- '_-XX ,-X-_ X
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROO•APPLICANT
And when recorded mail to:
Building Division
#7 County Center Drive
Oroville, Ca. 95965
97-023*1.04,
Recorded. I
Official Records I
County of I
Butte I
Candace J. Grubbs I
Recorder I
2:05pm 25 -Jun -97 I
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
PUBL . XX 1
Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit The
property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this
property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including; .but. not limited to
herbicides, pesticides, and fertilizers; and from the pursuit 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
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:
PARCEL I:
Lot 22, as shown on that certain map entitled, "The Bluffs at Spanish Garden",
which map was recorded in the Office of the Recorder of the County of Butte,
State of California, on July 19, 1985, in Book 100 of Maps, at Page(s) 52-56.
Excepting therefrom a one foot no access strip located along the southerly
boundary of the above described parcel of land as dedicated to the County of
Butte, and as shown on the above referenced map.
Parcel II:
An easement for ingress and egress over and across Spanish Garden Drive and
Alm Bluffs Drive, as shown on that certain map entitled, "The Bluffs at Spanish
Garden", which map was recorded in the Office of the Recorder of the County of
Butte, State of California, on July 19, 1985, in Book 100 of Maps, at page(s)
52-56.Exceppting therefrom all that portion lying within the bounds of Parcel I, described
Date: l -Z9-9� PROPERTY, OWNERS:
rein
State of California )
County of
On i lL3 i 4'7 before me, Linn Irl �/tc./�t�r,
personally appeared Mit, /1" j l F h e,- t�S6 Gr�yeFsoII'�T�
known-to.me (or proved to me on the basis of sat sfuctory evidence) to be the persons) whose name(s)-Ware subscribed to the
within instrument and acknowledged to me that htishe/they executed the same in hislhes/their authorized capacity(ies), and
that by hisLhedtheir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted.
executed the instrument.
WITNESS my band and official seal.
LYNN M. NEWTON
Co mmi lon t► 11>MM
NoiQy Kok — CoYf mix
Signature h1 Seal: Butte Coin
My Comm E)vtes Apr 27. MW
A.P.# ;I I - o U
Rec Fee-'
5.60
IHF
'2.00
COP
1.00 i.
Check
8.00_-
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
PUBL . XX 1
Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit The
property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this
property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including; .but. not limited to
herbicides, pesticides, and fertilizers; and from the pursuit 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
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:
PARCEL I:
Lot 22, as shown on that certain map entitled, "The Bluffs at Spanish Garden",
which map was recorded in the Office of the Recorder of the County of Butte,
State of California, on July 19, 1985, in Book 100 of Maps, at Page(s) 52-56.
Excepting therefrom a one foot no access strip located along the southerly
boundary of the above described parcel of land as dedicated to the County of
Butte, and as shown on the above referenced map.
Parcel II:
An easement for ingress and egress over and across Spanish Garden Drive and
Alm Bluffs Drive, as shown on that certain map entitled, "The Bluffs at Spanish
Garden", which map was recorded in the Office of the Recorder of the County of
Butte, State of California, on July 19, 1985, in Book 100 of Maps, at page(s)
52-56.Exceppting therefrom all that portion lying within the bounds of Parcel I, described
Date: l -Z9-9� PROPERTY, OWNERS:
rein
State of California )
County of
On i lL3 i 4'7 before me, Linn Irl �/tc./�t�r,
personally appeared Mit, /1" j l F h e,- t�S6 Gr�yeFsoII'�T�
known-to.me (or proved to me on the basis of sat sfuctory evidence) to be the persons) whose name(s)-Ware subscribed to the
within instrument and acknowledged to me that htishe/they executed the same in hislhes/their authorized capacity(ies), and
that by hisLhedtheir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted.
executed the instrument.
WITNESS my band and official seal.
LYNN M. NEWTON
Co mmi lon t► 11>MM
NoiQy Kok — CoYf mix
Signature h1 Seal: Butte Coin
My Comm E)vtes Apr 27. MW
A.P.# ;I I - o U
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541
01
PROPOSED BUILDING USE /V" s/per
3.
/4.
5.
Z6.
7.
8.
9.
A.P.
DATE Alzillf
REC. # DATE REC
SCHOOL DISTRICT FEES
(paid at District Office) -�
SHERIFF FEES (paid at Building Division)
Residential.: j :. _ . x
unit amt.
..:
Commercial (sq.ft.). x _$
(paid at Building Division)
Residential (per unit). x =$
#units amt.
Commercial (sq.ft.). x =$
sq. ft.
RECREATION DISTRICT FEES CAPL
(paid at District Office)
THERMALITO DRAINAGE DISTRICT FEES
$400.00 (paid at Building Division)
SRA FIRE INSPECTION AND PLAN CHECK
$89.00 (paid at Building Division)
WATER TENDER FEES
(BATTALION # )
$200.00 (paid at Building Division)
CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
'A -
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the
permit.
APPLICANT DATE
4
... ..tires..-n,t. nn:N---✓� ^.. ... ^'-tr•n �.. w"v''.*ti '`r``'.�..�1�-!�'t�..i'-�/� f4�:-. �.�.?f"*""tr•."�r�L..:::i�`.Ty.^.r,',t�. -
BUTTE COUNTY SCHOOL LS IMPACT FEE CERTIFICATION FORM
(One form per Building)
School District"1 G
A.P. Number )/ '-/% - 120 Jurisdiction:
Property Owner
Property Location/Address
Building Department No.6 Aa
/C L
City 1/ County
Subdivision Lot No.
Residential Development Sq. Footage
No of Living Mobile Home Addition
Units Installation.
Commercial/Industrial
Representative
New Addition
(Floor Plans reviewed by School District Personnel) -
District Identification No. 0A g
School District certifies that
0
(Street Address)
(City)
. teas" complied with the requirements of Resolution No
t representing
School District Representative
square feet.
.I
Paid by Check # Remarks:
79/5'
%—vup III
Sq. Footage
(Including Exterior
Roofed Areas)
Z
Date
pplicant)
�/
(Phone Number)
(State)
(Zip Code)
by payment of $ �3/O
B 2926
$
ULL MITIGATION $
Date `
Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the imposition of the fees in any court action.
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.xls (2/97)dmm
1 Y
51
s
BUTTS COUNTit PARRS DEVELOPMENT FSS CERTIFICATION FORK
`., CHIC:�AREA RECREATION AND PARR DISTRICT
Assessor Parcel Number=s,).-
Property
umber=s): Property Owner ✓�.
Project Location/Address c% �� t"7 5 C- V ��-
Subdivision Lot Number(s)
Residential Development: (check one) '
,New Development _Alteration/Addition Mobilehome(s) _Non -Residential
_7� to Residential
Total Number of Dwelling Units
Comment:
yz
Building Department Representative Da•e
Chico Area Recreation and Park District(CARD) certifies lthat
CY11 CGtJ ew
Applicant Name) (Phone Number)
(Street Address) 1 Q
OA p�,q 3
if (City)
(State
i
has compliedwiththe requirements of Butte Co. Resolution No.0-140by
payment for t dwelling units @ $1.189 for total payment of $ 1j 1�tq . OU
CARD Represative Date .
PAID BY CHECK .No. REMARKS:
BANK NO.
PAID BY CASH
RIxGI
Distribution: White --Applicant
Pink --CARD
park.fee (form revised 11/90)
Yellow --Butte Co. Building'Dept.
Goldenrod --City of Chico Building.Dept.
i
G619 ,T 12:?2,°A 001A#3S:.4,
irEN' X11301.00
64 t
717)
A TRANSM ITTAL From:
RD ROBERTSON and DOMINICK
Civil Engineers & Surveyors
870 Manzanita Ct, Ste. D
Chico, CA 95926
Phone: (530) 894-3500
Fax: 894-8955
01/29/98
To: George Kellogg From: Eric Robertson
OF: Butte Co. Bldg. Dept.
Re: Egbert
CC:
❑ Urgent ❑ Please Reply ® Per Your Request
• Comments:
Geroge,
'This transmits the revised calculation sheet that we discussed in our telephone conversation
earlier today.
Thanks,
ECEl`ED.
FEB 0 2 1998
BUTTE COUNTY
BUILDING DIVISION
ROBERTSON and .DOkINICK
Civil Engineers & Surveyors
CWCO (810)894-3600 RED BLUFF (918)628-3680
S110,e� Co /,e - j 4,�4
JOB NO.
PROJECT
DATE
SHEET 7c OF
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