HomeMy WebLinkAbout073-280-0040 z ¢j L. i} �, iT' . c C :... 7 rr *' •�� a � ;' i„ � d. ,� + ~�, u a p} i�` �°'. � �� �� � yS �I
} i , r 4' S £!._ :i� � •i . � y � `a � r a s �}_ A }. y��S :'i y ��+ t cFiS
x' �� 1 �tp4 U �is+ ri z e � n `���t ! � tk, i a dztty. Si•'� s � e ` ,± ��1 � { 9� �j. �� �� x�-` 2 NF s °
il
f t z
;
1 l` s �c t �#, s } �• ti � _ rr � ei d ! r ti • i '3'i - 3 t -d � � 'f.` -i �ySyi �1,}}�Si'ti t� td tk ?y ���tt• sti ` r,�i t
t C . '+ }'stf +
NOTES
RESIDENTIAL
073-280-004 99-2586
PERMIT NO. '. WALDRON FAMILY TRUST
///;,f BREEZY BLVD, CLIPPER MILLS
CONTR: OWNER ' '
NEW SINGLE FAMILY
j
I
;
t.
}
•4
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
;j
SPECIAL INSPECTION ITEMS
VERIFY
Y
i
USF-^P_ERM.I_T_r-0W T-I,0XS
— — — —
SUE; I
OFFICE COPY
;.
Address
'1
I
GAS F
Meter By Vz D2'—(i,�-
ELECTRIC
C
Meter By Date
I
r
I. Address r
GAS
Meter By Date
ELECTI
'1
Meter ByQa��•�
I
JOB FINALED (Date)
s
Signature
,J=OK
0 = Not dK
-=.NotAppliL%ble -
= Not Ready
MOBILE HOMES
�,_•
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
8.
1.
Zoning Requirements -Setbacks -Easements
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
2.
Soils; Special MH Support Sketch
5.
3.
Sewer; Location -Test -Fall -C/O -Concrete
Elec.; Enclosures; Conduit Entries -Terminals -Listed
4.
Water; Location -Test -Easement Needed (Sketch)
8.
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
MOBILE HOME INSTALLATION (Plans) OK except #'s
6.
Gas; Location -Test -Wrap;-/ /" L'ft.
/ P Nat. or / /"L"ft./ PLPG
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts- Beams- Rftrs.-Connectors
Shthg.-Frg-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusseg
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
' 12. Braced Wall Panels
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date
7.
Well Clearance 6 Disconnect
Setbacks -Easements
8.
Utility Clearance
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
Date
Elec.; Enclosures; Conduit Entries -Terminals -Listed
Card B-1 Date Card B-1
Date
8.
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
10.
1.
Zoning Requirements -Setbacks -Easements
Liaht Niche
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 Can.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
12.
Permanent Foundation Only; License Decal
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 -Depth -Spacing -Connectors -Steel
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts- Beams- Rftrs.-Connectors
Shthg.-Frg-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusseg
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
' 12. Braced Wall Panels
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date
FINAL (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/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip: -Pool Lghtg.
Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Liaht Niche
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
V= OK
0 = Not OK
- = Not Applicable =Not Ready
RESIDENTIAL (:
Date
9ndelloor (Plans) OK except #'s
Date
o •Setbacks -Ease ments-Flood-Slope
1,7
Ig., Main; Soils-Elec. Grnd.-/ /" Fig. Depth
1-aXw9ter
tg., Garage; Soils-Steel-Elec. Grnd.- Fig. Depth
je�Ftg.,
Porches & Decks; Soils -Steel-/+ /" Ftg. Depth
5.
Stemwalls, Main; Steel-Blockouts-Wrapped
6.
Stemwalls, Garage; Steel-Blockouts-Wrapped
29.
H owns and Special Anchors
Slab, Steel -Wrapped
8.
Piers -Fireplace Ftg.-Steel
9.
D. .V.; Fall•Fitting-Test•2 Way C/O -Sewer Test
(
UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
11.
Water Pipe; Test -Anchors -Regulator -Service Test
12.
Electric Underground
13.
Plenums & Ducts; Clearance -Material -Support -Ins.
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15.
Access & Ventilation
16. Insulation
Date p O
Card B-1Date Card B-1
Date
.Z47Date Card B-1 Date Card B-1
Date
KUMBING (Permit) OK except #'s
1,7
-"Water Htr.; Vent -Access -Combustion Air Baffle
1-aXw9ter
Pipe; Test & Anchor -Nail Protection
1
.W.V.; Test Fittings & Anchor -Nail Protecti ,/
20.
S er an; Test, First Floor -Tub Access
_ 22.
Test Tub & Shower, Second Floor -Tub Access
Gas Pipe; Sixe & Anchors
Date Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELE RICAL (Permit) OK except #'s
23
fixture & Transformer Clearance -Ins. Protection
24.
E . Receptacles Spacing -Lights & Switches at Doors
2 .
Si Boxes & No. of Conductors Stapled
A ' A cess; Size & Romex Protection -Draft Stop -Ins. Baffles
Romex Installed Close to Edge of Studs & C.J.
27.
Eyg l round made up w/Meth Fasteners -Bond Gas & Water
28.
2 Applia_WxYtircuits in Kitchen & Conductor Size GFI
29.
eed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI
30.
Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al
sulated Neutral ❑ Yes O No
1.
Ser 'a --Riser Conductors & Ground Main Disconnect
3
quip. Clearances Panels-Motors-Mech. Equip.
33.
ClotCloset Light -Shower Light -Spa Light
3A,2Koke
Detector
ate
Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MECHANICAL (Permit) OK except #'s
A. Ducts Insulation & Support
ent Fan, Exhaust above insulation
/37.Aondens3Rb Drain & Overflow, Size & Grade
urn a -Vent Access -Comb. Air -Return Air Vent 115 outlet
tic Access & Platform if Furnace in Attic
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date RAMING (Permit) OK except #'s
S'ts Proper Materials & Anchors
4 . alls Studs -Nailing Spacing & Braces -Plates -Sound
Bearing Walls over Girders & Floor Nailing
4 Dratt op in Walls (rat proof)
44. P6 Stops, Furred Ceilings -Stairs -Chasers -Tubs
Headers & Beams -Size & Bearing
'ingle & Duplex)
Date
FRAMING (Continued)
a ers-Post Caps -Anchors -Connectors
4
C' . Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring.
F' lace Ties or Type A Flue -Fireplace Throat Clearance
A ' A cess; Size & Romex Protection -Draft Stop -Ins. Baffles
m. Windows or Exiting Doors -Sill Ht. & Dimensions
G ra6ge Fire Protection Framing
Proine Firewall & Openings
5
D rs-One 3' -Check Garage 3rd Story, 2 Exits
. S rs; Width -Headroom -Rise -Run -Landing -Fire Protection
Zft1w,food
on Roof Overhang -Attic Vents -Rafter Outriggers
5
Siding -Nailing Veneer
eed-Fd. Vents-Underflr. Access
GI ' Ar lass Protection -Skylights -Plastic
Sh alts; Nailing -Bolts
6
1.
6
Date
r e Interior/Exterior Wall Panels
sulation-Walls-Ceilings
I nfi Itration- Walls -Windows
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
INAL (Plans) OK except #'s
Ext. $teas -Door & Sidelight Protection -Landings
6
mo a Detector
6
. urnace Vent//s-c^llearance-Comb, Air -Connector -
In G9bnve Floor -Ducts -Meth. Protection
_§7-G.F.I._4AI9ffi Fixtures & Tub Access -Spa
68 ec. rim Subpanel, Breaker Sizes & Labels
s & Rails
efr Fir lace or Stove, Clearance -Hearth
7 Ele Pets at Wood Panel, Int. & Ext.
Kit. Fi r& Appliance; Ground -Air Gap -Cooking Clearance
7 'e utlets & Receptacles at Kit. Counter
Garaae Fire Door: Swing-Landino-Closure
Z6!Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor -Meeh. Protection
Ele Mech. Equip. Listed for Location
Receptacles in Garage (F.F.I.)-Romex Protection
Insul ion -Foam -Looked in Attic
Rails & Deck Construction -Post Caps
Fdn. VBe is & Crawl Hole Door Drainage & Wood -Earth
Cle nce Looked under Floor ❑ Yes
ollowing Inslld./Drive 7 Yes O No/Walks 0 Yes 0 No/Planters 0 Yes J No
rown-Finish
nit isconnect, Electrical -Plumbing
Ve Ab -Roof, Plbg-Appliance-Fireplace-Clearance to Openings
W r W II, . isconnect, Electrical, Plumbing
E , lec. Trim, G.F.I. Receptacle -Underground
tilation Throughout House
g0. rrect' ns from Previous Inspections
1. G est -Meters Tagged, Gas -Electric
er & Sewer Connected -C/O to Grade -HD Approval
gy Compliance Certificate -Other Certificates
f _ _r 0 Address Posted
Bate Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
I
l
COUNTY OF BUTTE
BUILDING DIVISION. ,.q
DEPARTMENT OF DEVELOPMENT -SERVICES
411 MainStreet • Chico, CA • (530)`891=2751E
7 County Center Drive • Oroville, CA • (530) 538-7541
.S
CORRECTION NOTICE
Z_
6WNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the 7
above address and should be corrected. Please notice 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.
ry
�rA&V' i 0 E 'XOLD/2�5�
Date /5� I T-
REV 10/92
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 89172751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
ER
PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
plgase contact this office immediately..
/1 ) ( X ) t'? ---7 Ji //� � 6L
CO NTY OF BUTTE
BUILDING DIVISION
DEPA-RTMtNT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (5i6)891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
n
PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
Date Inspector
REV 10/92
FF Sirra Insulat-bon 9.16:?.7 2 8 5 16
P.01.
ff
INSULATION CERTIFICAT-1.0-0
ThisW .Wifornta. Administrative Code,
.kify that, in conformance with the current energy regulations (C
ofCalifomias') and approved plans, insulation has been installed'in the.
building located at:
city
3RZZZY 3LVD,
street Lot NWITIncr
DESCRIPTION 'OF INSTALLATION
:ROOFS'.
Type Manufacturer Viickness R Value"
irXTEFki?
...... n value.. 14
Manufacturer Thickness
(Or Trace Name)
1C. E I Lij.N.GR
BATT 40"',
Manufacturer "WILLg Thickness 134. R Value"
(or Trade Namel
Covered
4
Ty" qp:••Manufacturer Thickness No. Sags
(Or Trade Name)
Ag Sq. Ft, Covered
R Value—
L 00 A 4,
TV pi.�It Manufacturer
VISEROWS T�icknsThickness6TV R Value"
(Or Tr4oe Name)
S LA 0_0fii;E.
:W'..'; Thickness
Manufacturer R Value"
(or rfooe Name)
-041�,.Qf Insulation Inches
7`FOUND A,
_11. Y�34`-W.A L S (if mquiredl,
'Type vVIV Manufacturer PiOnass —A Value**
Or T,ado Na -e)
VMMY SIZAL C0,14PUT21)
,Generail-C" '-'.�(SujWof) License Number
By Title Date
Von Applicator) Sierra Insulation Co, Inc. License Number
444172
J(State "SAME General some as enef3l con trOULar)
CIL Tlile 07FICE WIR Date
jja Code. Energy Insulation Standards, declare6:
of the Installation of insulation. a card
11 Plot been installed in conforma'nae with the
shall be completed and executed by
704�1i and by the builder, insulation compliance
:,.it A tortzoicuous location within the dwelling,")
�F!541111ii-ao i "' I" '...
snail
Value:.'.
.,."-9�ure of the resistance of a material or building
onent•
' AW 1,resistancew
40 Of hwat. The resistance value IR) of m5 -type
or ions';tKV?iO-�deany value for reflective facing.)
vie 7
EXCERPT from Sec. 19875 rit the Weafth and Safety Code of the State
of California:
"No cartiticate of accuoaricv or similar cortitication that a newly con-
structed hotel, motel, apartment mouse, home or other msklehtib!
dwellino is habitable shell he issued by jpch a kjoilding department
unless she structure at least sarisiles ik4 minimumenergy insulati&T
standards established pursuant to this ;hPP1V1r.
�i
CANARY -CONTRACTOR PINK -BUILDING DEPARTMENT GOLDEN80D.-SUBCONTRACTOR ..:
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 53M541 541 PERMO.
(Rev. 12/96) APPLICATION AMb PERMIT '
ASSESSOR PARCEL NUMBER 073-280-004
ZONING R 1
BUILDING PERMIT
OWNER
DANIEL WALDRON FAMILY TRUST
TELEPHONE
675-0702
SO. FT. OCC. BUILDING VALUATION
1678 R 54 90,612.00
. OWNER'S MAILING ADDRESS
P.O. BOX 128, CLIPPER MILLS, CA 95930
672 G GE 2 12 096.00
CONTRACTOR'S NAME OWNER
TELEPHONE100
OPN K 7 700.00
475 MY DCK 6.1 5.00
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total valuation $ 109.583.00
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.00
Permit Fee $
674.50
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
438.45
BUILDINGADDRESS f /a BREEZY BOULEVARD,
Energy Plan Checking Fee $
23.00
$
CLIPPER MILLS, CA
PERMIT FEE $
1.155C; .95
LAT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
Each Trap 121
7.00 4.00
USEOFSTRUCTURE
SF 10 Duplex ❑ Mobilehome ❑ Other
SPECIFY
Solar or heat pump water heater
23.00
Water piping 1,
15.00 5.00
Each gas water heater or vent
15.0015.00
TYPE OF WORK
New EX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: NEW SINGLE FAMILY DWELLING
3 BEDROOM, 3 BATH, ATTACHED GARAGE &
Gas piping system 1 - 5 outlets
15.0019.00
Building sewer15.00
19 00
Mobile Home S G W
@20.00
PERMIT FEE $
DECK
ELECTRICAL PERMIT
Fling Fee 20.00
Main Service '.OA OR tESS
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.
%� Lic. No.
License Class C 7° / Z
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 astheir 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
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 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, 1 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 �n' Date �(%� Z 70% /� _
Signature of Applicant Owner Contractor ❑Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Main Service 200A TO 1000A
46.00
NEW CONST. DWELLING OCCUP. SO
OR ADONS. & ACC. BUDS. 3.50sT.
NOFFgEOSIpT. MULTI.OUTLEr @7.50
POWER APPARATUS
8 OUTLET CIS.
zo p 1.00
OUTLET
Ex. Occup. oLlTLET oR FIXTUREs aAL- @ .50
Ex. Occup. ouT MED"PP(RRES D °�
5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE $ 125.25
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
19.00
Hood
6.50
Ventilation
PERMIT FEP $
Mobile Home Installation Fee $
Energy Inspection Fee $
o c
R37U
CONST. TYPE
W OTAL FEE $ 1 556.70
HAZ. D. IMP FLOG
CDP P
HD I XUE
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.
c2 co
BY to 7
PERMIT EXPIRES ON
Da e
Receipt No.
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECTOAf GOLDENROD -APPLICANT
�,,►"^..=: h-• Vit.
COUNTY OF BUTTE DEPARTMENT
' " oo 7 COUNTY CENTER DRIVE - ORO'
V.
PERMIT APPLICA
PMENT SERVICES - BUILDING DIVISION
NIA 95965 - TELEPHONE (508-7541
a
L
DATA SHEET
OWNER: ASSESSOR PARCEL NUMBER: DO
Proposed lKildinj Use: Building Inspector:: Date:
At time of permit application, I was advised the ollowing data must be submitted prior to permit p easing and/or issuance:
Date Received By
❑ 1. All items have been submitted --------------------------------------------------------------------------------------
Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------ =----------------------------------
Complete plans, 3/4 sets, signed by the preparer bf pla'ns-------q ----------------------------------------------
04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. --------
Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ----- ----
•. Energy Design Compliance and supporting documentation. ----------------------------------------------------
d 7. Statement of Intent for Non -Heated and A/C Buildings. ---------------------------------------------------------
08. Hazardous Material Form. --------------------=---------------------------------------------------------------------
W
ufactured Home data and installation instructions including Tie Down Specifications.------------------
lees of $r. ;vS- 2S t-------------------------------------------------------------------------------------"!LSO
pact fees as shown on the attached schedule. -----------------------------------------------------------------
❑ 12. California Department of Forestry plan approval/fees.------- =------------------------------------------------
❑ 13 .lood elevation certificate. -------------------------------------------------y,-' - l-
4. Sanitation and plot plan approval Health Department. '- -/I _- 1 / Z 0 CL,�
❑ 15. City of Chico plumbing permit. -----------------------------------------------------------------------------------
❑ 16. Plot plan and business license approval from the City of Biggs. ----------------------------------------------
❑ 17. Planning approval for (A) Use: (B) Parking: --------------------------
Ell 8.
-------------------------
❑18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. -----------------------
. Encroachment Permit for driveway (construction approval prior to occupancy). ----------------------------
0 20. Pre -inspection for required.. Request to Building Inspector on (Date)
021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------
022. Workers' Compensation carrier and policy number. -----------------------------------------------------------
023. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - --------------------------------------
❑ . Letter of signature authorization. --------------------------------------------------------------------------------
25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 7
❑26. Letter of intent on building use. -----------------------------------------------------------------------------------
❑27. Manufactured Home utility clearance. ---------------------------------------------------------------------------
❑28. Existing violations and/or expired permits. ----------------------------------------------------------------------
❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .---------------
030.
--------------
❑30. Other: +' -------
When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor.
4elephone � 75s-5 762 and hold for pickup at 6v&, ���—' office. ❑ Deliver with inspector. q
Applicant: (J`'��� Date: / // C)l
Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By:
Copy of plans sent ❑ Health Department, ❑ Fire Department, o then: Date: By:
1. Index permit application for the above items numbered: ❑ Plan Check List'
2. Additional items required: Ur
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildiq&Divisi n counter, by Date:
Plans reviewed by: Date: Plans approved by: Date: -
Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date:
Yellow Copy - Department of Development Services, Building Division.
TO: Building Department
FROM: SEnvironmental Health
SUBJECT: Sanitation Clearance
E.H. %NL
Plot Plan Attached
Root Plan Attached
Sant to B.O. 2
q�-- as9&
P/
Owner
Tal Z14 V p d LDS �z
Owner Location AP#
Plan Approved for: Sewage Dispos Water Su Public Private Well _
Clearance for dwelling. Other 3 ' LL
Hold final for:
Final clearance O.K. for:
NOTE:
Environmental Health Specialist
8/96
Date
,
OWNER D,4,
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
SCHEDULE OF FEES DUE
PROPOSED BUILDING USE
-- tsatance liue ................ a �U i
-- Additional Fees Due ........... $
-- Additional Fees Due ........... $
-- Revised Plan Checking Fee .......
$
SCHOOL DISTRICT FEES
(paid at District Office)
HERIFF FEES (paid at Building Division)
Residential ........ x $360.00 = $
Units
Commercial (sq.ft.)... x $0.03 = $
Sq.Ft.
4. URBAN AREA FEES (paid at Building Division)
Residential (per unit) . x = $
#Units Amt.
Commercial (sq.ft.) .. x =$
Sq.Ft. Amt.
5. RECREATION DISTRICT FEES (paid at District Office)
6. THERMALITO DRAINAGE DISTRICT FEES
$510.00 (paid at Building Division)
7. SRA FIRE INSPECTION AND PLAN CHECK
$89.00 (paid at Building Division) )04 00 P e-
8. WATER TENDER FEES (Battalion # )
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division)
10. OTHER
DATE %d 7�,-- / 9
RECEIPT # DATE REC
'-`0`D
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit.
These fees may be changed during the plan checking process.
APPLICANT DATE 11 1 d " f
\ Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your
project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may
protest. The requirements for a protest are specified in Government Code Section 66020(a).
Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner
(Rev. 2/97)
f\
Attention Property Owner:
An "owner -builder" building permit has been applied for in your name and bearing your
signature. .;-; .
Please complete and return this information at your earliest opportunity to - avoid
unnecessary delay in processing and issuing your building permit. No building permit will
be issued until this verification is received.
�1. I personally plan to provide the mMr-111-'bor and materials for construction of the .
proposed property improvement : �[ NO[ ].
2. I HAVE[ HAVE NOT[ fined an application for a budding permit f6r the
proposecVv° k. `r
3. I have contracted with the following person (firm) to provide' the proposed
construction:
NAME:
ADDRESS: CITY:
PHONE: CONTRACTOR'S LICENSE NO.
4. I plan to provide portions of this work, but I have hired the following person to
coordinate, supervise, and provide the major work:
NAME:
ADDRESS: CITY:
PHONE: CONTRACTOR'S LICENSE NO.
5. I will provide some of the work but I have contracted (hired) the following -persons to
provide the work indicated:
NAME ADDRESS PHONE TYPE OF WORK
SIGNED:
PROPERTY OWNER:
SOCIAL SECURITY NUMBER:
DATE: I01% Z LF
NOTE: This owner -Builder Verification is required by Section 19831 and
19832 of the California Health and Safety Code.
This verification must be completed and returned to our office before
we are permitted to issue the permit.
May 1995 2.26
Dear Property Owner:
An application for a building permit has been submitted in your name listing yourself as the builder of
property improvements specified.
For your protection, you should be aware that as "owner -builder" you are the responsible party of record
on such a permit. Building permits are not required to be signed by property owners unless they are personally
performing their own work. If your work is being performed by someone other than yourself, you may protect
yourself from possible liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a
business license from the city or county. They are also required by law to put their license number on all permits
for which they apply.
If you plan to do your own work, with the exception of various trades that you plan to subcontract, you
should be aware of the following information for your benefit and protection:
0 If you employ or otherwise engage any persons other than your immediate family, and the work (including
materials and other costs) is $300 or more for the entire project, and such persons are not licensed as
contractors or subcontractors, then you may be an employer.
0 If you are an employer, you must register with the State and Federal Governments as an employer and you. are
subject to several obligations including state and federal income tax withholding, federal social security taxes,
workers compensation insurance, disability insurance costs, and unemployment compensation contributions.
0 There may be financial risks for you if you do not carry out these obligations, "and these risks are especially
serious with respect to worker's compensation insurance.
0 For more specific information about your obligations under Federal Law, contract the Internal Revenue
Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your
obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial
Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to
perform their work personally or through their own employees, without a licensed contractor or subcontractor, only
under limited conditions.
A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder"
building permit, erroneously implying that the property owner is providing his or her own labor and material
personally. Building permits are not required to be signed by property owners unless they are performing their own
work personally.
Information about licensed contractors may be obtained by contracting the Contractors State License
Board in your community or at 1020 N Street, Sacramento, CA. 95814.
Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm
that you are aware of these matters. The building permit will not be issued until the verification is returned.
Sincerely,
Michael C. Vieira, C.B.O.
Manager, Building Inspection
NOTE: This O- ner-Builder Information is required by Section 19830 of the California Health and Safety Code.
May 1995 2.27
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
' 7 Count Center Drive •
y Oroville, California 95965 •Telephone (530) 538-7541 // PERMIT NC
l�tes•tZns) ArrL1%;A1 1UN ANU 1JLHMI
T
7 7 ro
A1115E28OAPAACKNI MBER "" D '- DO
DD G ,� /
BUILDING PERMIT
PR�%LG ��G��j/U
Tgeui►wNe 7�
SO. FT• OCC. BUILDING VALVA
OW
/`'lL
owNET1a MAaJNG ,
COMRAC1ORa
TELMIONE
�M
C/
COMMACTORa MAILM ADDRESS
3
.
CON.TRUC"ON tDOE11
LENDER'$ MAILING ADORIM
Fireplace
Total valuation t
AacNrtEcroRENaNEe1
LICENSE No.
Filing Fee S
20.00
ARCWECT OR ENONEER'S MOU ING ADDRESS
Permit Fee S
, 0
Plan Checkina Fee S
euaowoADDREsa /L��/
Energy Plan Checking Fee i
Oa
> Ln
$
PERMIT FEE t
,
�TNo
sleoNsnNaNAAfa
PAaxEL MAP
PLUMBING PERMIT
Fling Fee
20.00
USEOFSTRUCTURE
SF flex O Mobilehome O Other
sPeCry
Each Trap
7.00
Solar or heat pump water heater 23.00
Water piping 15.00
6,p.0
TYPE OF WORK
New Addition O Remodel O Utilities .O Installation O Other O
Describe Work:
Each as water heater or vent I
15.00J:f
C0
Gas piping system 1 - 5 outlets 15.00
, 00
Buildingsower t 5.00
_4, 0
Mobile Home I S G W @20.00
PERMIT FEE S
A&
,0
_
ELECTRICAL PERMIT
Filing Fee
20.00
Main Service 00OM oR LEss
sow OR LESS
23.00
,
c
J
�j
Mein Service 20" To I—A
48.00
NEW CONST. DWELLlJO OCCUP. SO
OR AooNs. ( a ACC. e1ns. 3.5ttR: ,
NEW MuIT
NONRESID. FOUREr
@7.SO
POWER APPARATUS
i 9NOLE OflfLET C0.
Ex. Occup. OURET OR FOnuREs 200 1'00
SAL .30
Elf. OCCU FDfEO APPLAM
ovrtET. EsID. Fw 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE _ 6 --
MECHANICAL PERMIT Fling Fee 20.00
Heating Me- IWAW ,Old /ADO
—Cooling T17 D 1-<
Hood 1 6.50 , Q
ventilation O rl,O
PERMIT FEt: i ,
Mobile Home Installation Fee E
Energy Inspection Fee $ , d
3
`o� TOTAL FEE $
NAZ. .FEESI P FLOOD I CDf PAA PO 6SUE
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
PERMIT EXPIRES ON
Date
BUTTE COUNTY SCHOOLS IMPACrT FEE CERTIFICATION FORM 2
(One form per Building)
yam/ ,
School District V LC.0 Y Xu Building Department No.
A.P. Number 073 fi' a�Y Jurisdiction: City County
Property Owner
Property Location/Ac
Subdivision
Residential Development L�
No of Living
1 Mobile Home
r Units
3 Installation
Commercial/Industrial r t
Now
ArMitinn
Lot No.
...................................................................................................................
Sq. Footage
Addition/ *Supplemental to
Conversion Permit q
'(No foundation inspection);
...... .............
Sq. Footage
(Floor Plans reviewed by School District Personnel)
District Identification No.
'
-)
(Including Exttvofr
P.,;x?9
Date
A Ir gat (� School District certifies that J� I LAdzzN�CiD[�
(Applicant)
191Gi B Sfi
5"3'0 7Y5 -telly _
(Street Address) (Phone Number)
(Citt) Q % (State) (Zip Code) &
0 / !
has complied with the requirements of Resolution No. by payment of $
representing square feet. r AB 2926 $
MITIGATION $
i
School District Representative r' Date
Paid by Check N Remarks: /J
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. r`
White (applicant), Yellow (building department), Pink (school district) f feeform.xls (10/98)dmm
t '
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
III IIII II II IIII 111 II IIII III II III II
' 1 999-0052262-
`0 Recorded
Official Records
I REC FEE 7.00
I COPIES 1.00
CoRUTunt Of
CANDACE J. GRUBBS
I
Recorder
I
ROSEMARY DICKSON
I
Assistant
I Myles
11:23AM 17 -Dec -1999
I Page 1 of 1
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required 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:
If 1 -1, ,Q s Sh.dw w or) +hXi G�r�i l I� qD en+f )e J
wo
of ?kms
Date L' lo PROPERTY OWNERS:
State of California
County of R,,
On DEC 13 1999
before me,
personally appeared Dernsonany
(mown to me (or proved to me on the basis of sa ' factory evidence) to be the peg ) -whose name*is ubscribed to the within
instrument and acknowled d to me tha he/ execu d the same i bi authorized capackl(k<and that by
is ' signatureon the instrument, the person(46 or the entity upon behalf of which the persopfgl-icted, executed the
instrument.
WITNESS my haj4)and officioseal. /
ignature !� Seal: GRACIE JEAN WHfTELEN
—Com # 1140921
/A� f(�1 Notcry Public — Ca„fomla
A.P. # O, r 1Y Va County
My COMMCOM
E�Ires Jun 20, 2001
U
t
2
" 1
t
2
•
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DMSION 1 9 9 9—
0 0 5 2 2 6 2
7 COUNTY CENTER DRIVE Recorded
OROVILLE,CA95965 Official
I REC FEE 7.00
Records
I COPIES 1.00
CountDf
I
CANDACEUJ. GRURPS
I
Recorder
I
ROSEMARY DICKSON
I
Assistant
I Myles
11:23AM 17 -Dec -1999
I Page 1 of 1
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required 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: ,
il +Jixt certrl �, vr,n� >✓r�+►tl�d ' /�'1 e rry
1 i Li
I&
�� out F111ss
Date ( LII v I PROPERTY OWNERS:
State of California
County of g,, l -
On DEC 13 1993
before me,
personally appeared ✓0 ersonally
known to me (or proved to me on the basis of sa ' factory evidence) to be the pens )'whose nam is ubscribed to the within
instrument and acknowled d to me tha he! execu d the same ' �Ii authorged capacit , and that by
is signature on the instrument, the person or the entity upon behalf of which the perso acted, executed the
instrument.
WITNESS my h d offici seal.
Signature Seal: GRACIE JEAN wHrn:IiY
Comm1won # 1140921
� • t Notory Put!Ic — Cc.;tornb
A.P. # ' . iV 4 County
My Cann
n EExxpires Jun 20, 2001
•
9
•
RECEIVED
DEC 2 -1 1999
BUTT N
BUILDING DIVISION
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
Instructions for recording Agricultural Statement of Acknowledgment:
Insert the legal description of the property in the space provided on the attached form.
The legal description is the narrative description of the property - which will be on your
deed. If you don't have access to the deed, the Recorders Office can provide this in-
formation. (The description may be handwritten or typed in the space provided or
attached on a separate sheet if more space is required.)
2. Property owners must sign in the presence of a Notary Public and have the form notarized.
3. Make a copy of the form and then take the original and copy to the Recorder's Office at
25 County Center Drive, Oroville (the Administration Center building). The Recorder will
record both the original and copy. They will keep the original and return the copy to you.
Just bring the copy back to the Building Division at 7 County Center Drive.
RECORDER'S FEES: $7.00 - 1st Page
$3.00 - Each Additional Page
RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. MONDAY - FRIDAY
9:00 a.m. - 4:00 p.m. for Recording
i
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required 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:
Date PROPERTY OWNERS:
State of California
County of
On
before me,
personally appeared personally
known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the
instrument.
WITNESS my hand and official seal.
Signature Seal:
A.P. #
9
LAND DEVELOPMENT
BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Buading PermkNo.
OWNERS• . cctt / f A. P. 2 �/
NAME: W' 12 Oot/ 0112 S L/Q' NUMBER: 9J' c�Q "od 7
PRINT LAST NAME RBST II i cry,
ADDRESS / LOCATION: �CJG Z y V� • �¢ / of
COUNTY ZONINGS
DESIGNATION: 9`S FLOOD ZONE: FLOOD MAP:
APPROVED: CONDMONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL
PARCEL CREATION BY DEEDS OR MAP
DEED INFORMATION:
DATE OF CREATION: DEED REFERENCE:
LEGAL ACCESS PROVIDED: YES - NO LEGAL ACCESS REQUIRED: YES NO
COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO
COMMENTS/CONDITIONS: '
MAP INFORMATION: 1 �`��� Y TQ}`�- V, L, C 4 -
DATE OF RECORDING 7/00/7Z LOT J:�� ! BOOK 3 8 PAGE ') 5 10
COMPLIANCE WITH OLD SU DIVISION 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 S. 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 THE BU/LD/NO DMS/ON UNLESS OTHSVW W NOTED,
1. 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 S 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.
___X_ t 1. 5Er-- On c> 1= '-2->8 p/�� �1 ►2 Loc -�co�l, �c ,v�tYG S Ei i�-
11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of S
_ 12. Meet the requirements of the Department of Fish_and Game for the preservation of oak trees. (See phone number below)
13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010.
_ 14. A trbffic 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 made to the PAww9 Divbnat
_ 15. All new residential buildings shall be constructed �o 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 Calif omia
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 professional archaeologist. This person would then be able to assess the site
significance and suggest appropriate mitigation measures.
21.
—22.
24.
26.
RECEIVE®
MAY 2 7 1998
rc
�7:kc :;��:wN71v.
LO 5J97
—25.
26.
RECEIVE®
MAY 2 7 1998
rc
�7:kc :;��:wN71v.
LO 5J97
r n
�d�� `�cua:�� �. QCor7 ><�� .S moi- C�.�B�I`f •��CI i Z l 2.�3 �o� S�o�3
'��� .� c� ��-� �c (e -�1 C,�� �S �C! 1 = = �, � � w �►�, urs_ -+� s r ��
q �GT7)( N,�) cl
n
0.�2 a. sac 4. .'5 LEE
9
(baa �2 W �rt�a S 5101 2-
99 L
_ ] m
CAO
U ..�� .C�q i�11 � X \�3 t 2 , � -1- a.2 •C.3 P(7L. rf-- 7.2 X S4 -f � X 2S - .
w LOA
IVU12- (6) (-2-
uy�ci.'6yz"
2 6 6q. L ice( - 112`1'L . MAP AA tt 3o e SR(CSS.
C1ZI�L�IJYL��. & 3c-3
l`a c* u/�e
1,f��Q 8iC► = �,o a
V�c��� O)J IL4 ��s
Rol
0
(2)
� s `i 1 LUM `QLA-vJ ,
2/6
' 1997 UNIFORM BUILDING CODE
TABLE 16-F
TABLE 16-G
TABLE 16 -F -WIND STAGNATION PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEET (10 058 rnm)
Basic wind speed (mph)' (x 1.61 for km/h) 70 80 90 100 110 120
�
20. 25
Pressure qc (psQ ( x 0.0479 for kN/m-) 12.6 .6 31.0 1 36.9
'Wind speed from Section 1618. 6
6s 2 14S, PS �C V��
130
43.3
TABLE
HEIGHT, EXPOSURE AND
GUST FACTOR COEFFICIENT
(Ce)
TABLE 16 -13 --COMBINED
Method 1 (Normal force method)
1. Primary frames and systems
LEVEL OF
HEtGADJOIN
NG GROUND
EXPOSURE D
EXPOSURE C
EXPOSURE B
x 304.8 for mm
1.39
1.06
1.13
0.62
0.67
0-15
20
1.45
1.50
1.19
0.72
25
1.54
1.23
0.76
30
1.62
1.31
0.84
40
1.73
1.43
0.95
60
1.81
1.53
1.04
80
1.88
1.61
1.13 .
100
1.67
1.20
120
•1.93
2.02
1.79
1.31
160
2.10
1.87
1.42
200
2.23
2.05
1.63
300
2.34
2.19
1 1.80
400
'Values for intermediate heights above 15 feet (4572
mm) may be interpolated.
130
43.3
TABLE
16 -H -PRESSURE COEFFICIENTS (Cq) l
STRUCTURE OR PART THEREOF
DESCRIPTION
Cq FACTOR
Method 1 (Normal force method)
1. Primary frames and systems
Walls:
Windward wall
ard
0.8 outward
Leeward wall
0.5 outward
Roofs':
Wind perpendicular to ridge
Leeward roof or flat roof
0.7 outward
Windward roof
less than 2:12 (16.7%)
0.7 outward
or 0.3 inward
00.4
Slope 2:12 (16.7%) to less than 9:12 (75%)
outward
nward
Slope 9:12.(75%) to 1_.l_ (100%)
0.7 inward
Slope > 12:12 (100%)
Wind parallel to ridge and flat roofs
0.7 outward
Method 2 (Projectearea met od)
On vertical projected area
�._.._...___ AA c_... ri-I 101 .....n nr IPcc in he.ieht
1.3 horizontal anv direction
XN-:!!342) a cl�, �'� U�u
C31 CLkfE (Z)
2
ox Ky w�f�u I�
U2 a x (H 4- t U-7 K 1Y
Cz�
LL we
U9-2- SKJ2- Kcl 4 ll+,"7 vlUz �X\ \ICS 4-Z,)b,'W,12j10,7)
kH
CC))
Ch1 i►2� G�rv.►�c,
(.U2 LtJa�P ��ri �'t iZe�CZ = <6-K L0 fi d to
(20TXO . Z9 25 Zc 7 6, 03 Yea
CA h an-h&e7 vt 2 .2r.
Z -L
sl -
S
en 2n vz&2
/U� o.2.�r2'��G� s z 6.1 S- o:Z2V- V2—
�-�?Isz- &DIE- &\-q- n-y—
Cj ► avna�n ry c
Inae _LTT Lq . UT '7344Q0.
���� �-�►-testis
4 Cly Oed)o C�
- ws
Ma5ET 4, O
WAU2-6�
Z`
FESSI
L M
r rz L�
�0
1
Of CAO\
Pa s
`7
S c Lc� ►�,l �� i�Zor�n�SZ�wt.� �l � QL/�Y�!
( b
��4
ST rax C QA -o.
a
LA Iii /4
2 �0 �� s 1. WO2z ��5
C3) ra '3
SO Dc 4,S6 a C 2 is
44 go -4- E;�l t
�-
_Cq 1 -� 4— -
- 12.E 5"�
rL(j)
C�/a ►���� azo F
Ct)1 _
Cis 116 'Mac)
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-01
5A MADRONE AVE
OROVILLE, CA 95966
Date: 11/04/99 Page:4/77
TIMBER JOIST & RAFTER DESIGN
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MONEY. KW -0601576
DESIGN DATA
-J
� 2 J
3O
Timber Section
---
��---
---
-
.... Depth
in
12.00
11.25
11.25
0
....Width
in
3.13
3.50
5.50
3
Le: Unsupp-
ft
: 2.00
2.00•
2.00
2 0
Fb- Allow
psi
2400.00
875.00
875.00 24
0 0
Fv- Allow
psi
165.00
85.00-
85.00 1
5 0
Elastic Mod.
ksi
1800.00
1300.00
1300.00 18
0 0
Load Duration Factor
1.25
1.25
1.25
1 0
Stress Ratio
->>
0.77
0.34
0.49
0 3
CENTER SPAN
-OK-
-OK-
-OK-
-
Span Length
ft
16.33
6.25
6.25
Uniform DL
plf
210.00
210.00
445.00 1
.
LL
plf
224.00
224.00
536.00
RESULTS
Morax @ Cntr
k -in
173.60
25.43
57.48
X -Dist
ft
8.16-
3.12
3.12
REACTIONS
Left: Dead
Load
#
1714.65
656.25
1390.62
3. 0
Live
Load
#
1828.96
700.00
1675.00 2
0
Right: Dead
Load
#
: 1714.65
656.25 .
1390.62
1 3 0
Live
Load
#
1828.96
700.00
1675.00 2
0
STRESSES
-OK-
-OK-
-OK-
Fb.. Allow
psi
3000.0
1203.1
1093.8
0
Fb.. Actual
psi
2314.7
344.4
495.5
.6
Fv.. Allow
psi
206.25
106.25
106.25
0
Fv.. Actual
psi
124.74
36.51
52.52
98
DEFLECTIONS
Center...
Dead Load
in
-0.415
-0.013
-0.018
44
X -Dist
ft
8.16
3.12
3.12
5 21
OL Ratio
472
5616
4165
3 62
Live Load
in
-0.442
-0.014
-0.022
. 77
X -Dist
ft
8.16
3.12
3.12
6 21
LL Ratio
443
5265
3458
1
Total Defl
in
-0.857
-0.028
-0.040
2
X -Dist
ft
8.16
3.12
3.12
1
Ratio
229
2718
1889
672
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MONEY. KW -0601576
W
�Q- k
2
(IL 46/z-xa �c►
B' n'-- l C >.
= lis -1 OL + L'
T2�
/x. f2
CS) C-7pjM ST 2x. n
l
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-01
5A MADRONE AVE
OROVILLE, CA 95966
Date: 11/04/99 Page:
TIMBER JOIST & RAFTER DESIGN
U4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576
W
U
�Qvs'y-
DESIGN DATA
2
3
Timber Section
---
---
...
.... Depth
in
11.25
11.25
11.25
....Width
in
3.50
5.50
1.50
Le: Unsupp
ft
2.00
2.00
2.00
Fb- Allow
psi
875.00
875.00
1005.00
Fv- Allow
psi
85.00
85.00
95.00
Elastic Mod.
ksi
1300.00
1300.00
1600.00 .
Load Duration Factor
1.00
1.25
1.00
Stress Ratio
->>
0.54
0.74
0.48
CENTER SPAN
-OK-
-OK-
-OK-
Span Length
ft
6.25
8.33
12.25
Uniform DL
plf
110.00
408.00
13.00
LL
plf
440.00
496.00
53.00
RESULTS
Mmax @ Cntr
k -in
32.23
94.09
14.86
X -Dist
ft
3.12
4.16
6.12
REACTIONS
Left: Dead
Load
#
343.75
1699.32
79.62
Live
Load
#
1375.00
2065.84
324.62
Right: Dead
Load
#
343.75
1699.32
79.62
- Live
Load
#
1375.00
2065.84
324.62
STRESSES
-OK-
-OK-
-OK-
Fb.. Allow
psi
962.5
1093.8
986.6
Fb.. Actual
psi
436.5
811.0
469.5
Fv.. Allow
psi
85.00
106.25
95.00
Fv.. Actual
psi
46.27
70.59
30.66
DEFLECTIONS
Center...
Dead Load
in
-0.007
-0.052
-0.023
X -Dist
ft
3.12
4.16
6.12
DL Ratio
10722
1919
6356
Live Load
in
-0.028
-0.063
-0.094
X -Dist
ft
3.12
4.16
6.12
LL Ratio
2681
1578
1559
Total Defl
in
-0.035
-0.115
-0.117
X -Dist
ft
3.12
4.16
6.12
Ratio
2144
866
1252
U4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-01
5A MADRONE AVE
OROVILLE, CA 95966
TIMBER JOIST & RAFTER DESIGN
DESIGN DATA
Timber Section
....Depth
....Width
Le: Unsupp
Fb- Allow
Fv- Allow
Elastic Mod.
Load Duration Factor
Stress Ratio
CENTER SPAN
Span Length
Uniform DL
LL
RESULTS
Mnax @ Cntr
X -Dist
REACTIONS
Left: Dead Load
Live Load
Right; Dead Load
Live Load
STRESSES
Fb.. Allow
Fb.. Actual
Fv.. Allow
Fv.. Actual
DEFLECTIONS
Center... Dead Load
X -Dist
DL Ratio
Live Load
X -Dist
LL Ratio
Total Defl
X -Dist
Ratio
Date: 12/20/99
v
- 1 2
in 11.88 11.88
in 3.25 5.25
ft -2.00 2.00 .
psi 2900.00 2900.00
psi 290.00 290.00
ksi 2000.00 2000.00
1.00 -1.00
->> 0.52 0.55'
-OK- -OK-
ft 12.42 15.42
plf 110.00 110.00
plf 440.00 440.00
k -in 127.26 196.17
ft 6.21 7.71
# 683.10 848.10
# 2732.40 3392.40
# 683.10 848.10
# 2732.40 3392.40
-OK- -OK-
psi 3190.0 2900.0
psi 1666.1 1589.8
psi 290.00 290.00
psi 111.51 88.42
in -0.065 -0.095
ft 6.21 7.71
2296 1938
in -0.260 -0.382
ft 6.21 7.71
574 484
in -0.325 -0.477
ft 6.21 7.71
459 388
Page:
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOCNEY. KW -0601576
SEE BASEMEMT WALL DETAIL
-u LOW
2 23 I BUTTE COUNTY
BUILDING DIVISION
GARAGE FOUNDATION
2
I
4� DOWELS AT
48" OC.
FESS/p
h- �O
F Ck
6X6X10WWF
RECEIV
J
-u LOW
2 23 I BUTTE COUNTY
BUILDING DIVISION
GARAGE FOUNDATION
2
I
4" SLAB SLAB REQUIRES 6X6X10 GA
WWF.
6" f4 DOWELS AT 4&"cc.• 24" "
,L
1� •
COMPACT BACKFILL
J4 DOWELS A T 16 cc.
33 L
n,.
2" CLR
#4's of 16"cr
(3) 14's C01MNJOL/S
NORZ STEEL
#4's AT 117cc.
-- VERT STEEL
J4's AT 16"
T REBAR CENTEIRED
IN WALL
1t" I,
12 -1 6'l
t9"
6 FOOT BASEMENT BEARING WALL
REINFORCED CONCRETE
UNDISTURBED
GROUND
5/�
3" CLR
tAlaJ�l- X5—vi lkt
RECEIVED
BUTTE C�� rh►�-�
BUILDING 01Vi5►QN'
• MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-01
5A MADRONE AVE
OROVILLE, CA 95966 �-7
Date: 12/28/99 Page: L
RESTRAINED RETAINING WALL DESIGN
WALL DATA
Soil
FOOTING DATA
Retained Soil Ht.
5.67 ft
Footing Thickness -
ACI 9-1
= 1392
Toe Width -
Ht. Above Top Support -
0.17 ft
Heel Width -
Dist: Ftg. To Top Support -
5.83 ft
Total Footing Width -
Total Wall Height
6.00 ft
Passive Lateral =
.Fixity @ Base of Wall -
0 %
Key Depth
VERTICAL LOADS
Cover over Rebar
Key Width =
Axial DL on Stem -
274.0 plf
Key Dist. to Toe -
Axial LL on Stem -
224.0 plf
32.23 in
....Eccentricity -
0.05 in
Pressure @ Toe -
Surcharge over Toe -
0.0 psf
Pressure @ Heel -
Surcharge over Heel -
100.0 psf
Allowable Press. -
LATERAL LOADS
Sliding F.O.S. -
Lateral Load Acting on
- 0.15
0.16 int
Stem above soil -
0.0 psf
.Restraint Force Req'd
Add'l Lateral Load -
0.0 plf
at'Top of Wall -
....Top Ftg to load start -
0.00 ft
Additional Restraint
....Top Ftg to load start -
0.00 ft
Req'd at Bottom =
SLIDING CHECK @ BASE
48.00 in
Ftg/Soil Friction -
Soil to Neglect -
Factor of Safety
Lateral Pressure
Passive Pressure =
Friction Pressure
Addn'l Force Req'd =
- STEN DESIGN DATA
Stem Material
f'c
Fy
Rebar Cover
Wall Thickness
SOIL DATA
12.00 in Allow. Soil Bearing
0.92 ft Active Fluid Press
1.07 ft Design Fluid Press
1.99 ft Backfill Slope -
250.0 psf,
12.00 in Soil Density
12.00 in Soil Ht Over Toe
0.50 ft
SUMMARY
968.0 psf Ecc. of Resultant
820.0 psf Kern Distance
1500.0 psf Footing One -Way Shear:
86 :1 @ Toe
@ Heel
Allowable Shear
231.9 # Footing Overturning
Stability Ratio
1500 psf
30 pcf
30.00 pcf
0.00 :1
110.0 pcf
0.00 in
- 0.33 in
3.98 in
0.0 #
FOOTING DESIGN
Heel f'c
1179 psf Fy
195 ft-# Min. Asteel % -
199 ft-#
-4 ft-# Rebar Choices
Toe
2.13 psi
0.00 psi
85.0 psi
4.D:1
OIC
2500 psi
40000 psi
0.0014 %
Heel
622.7
Soil
Press. hilt.
Toe
0.350
by
ACI 9-1
= 1392
0.00 in
Mu -
Upward
- 575
1.86 :1
Mu
Downward Y
= 89
602.4 #
Mu
Design
- 486
500.0 #
One -Way Shear:
Cover over Rebar
SOIL DATA
12.00 in Allow. Soil Bearing
0.92 ft Active Fluid Press
1.07 ft Design Fluid Press
1.99 ft Backfill Slope -
250.0 psf,
12.00 in Soil Density
12.00 in Soil Ht Over Toe
0.50 ft
SUMMARY
968.0 psf Ecc. of Resultant
820.0 psf Kern Distance
1500.0 psf Footing One -Way Shear:
86 :1 @ Toe
@ Heel
Allowable Shear
231.9 # Footing Overturning
Stability Ratio
1500 psf
30 pcf
30.00 pcf
0.00 :1
110.0 pcf
0.00 in
- 0.33 in
3.98 in
0.0 #
FOOTING DESIGN
Heel f'c
1179 psf Fy
195 ft-# Min. Asteel % -
199 ft-#
-4 ft-# Rebar Choices
Toe
2.13 psi
0.00 psi
85.0 psi
4.D:1
OIC
2500 psi
40000 psi
0.0014 %
Heel
622.7
#
Actual
- 2.1
0.0 psi
#4 @
16.33
14.65 -in
0.0
#
Allowk.85
- 85.0
85.0 psi
#5 @
25.31
22.71 in
Cover over Rebar
- 3.25 "
2.25 in
#6 @
35.92
32.23 in
Ru - Mu/bdz
- 7
0 psi
#7 @
48.00
43.96 in
As Req'd
- 0.15
0.16 int
#8 @
48.00
48.00 in
#9 @
48.00
48.00 in
STEM SECTION
DESIGNS
Concrete
.,NOTE !! Maximum Moment Occurs at
2.54 ft above Top of Footing
2500
psi
Top
8 Ht
.6 Ht
.4 Ht
.2 Ht
Bottom
40000
psi
✓
OK
OK
OK
OK
OK
OK
3.00
in
Dist. above Ftg
6.00
4.80
3.60
2.40
1.20
0.00 ft
6.00
in
Bar Size
4.00
4.00
4.00
4.00
4.00
4.00
Rebar Spacing
16.0
16.0
16.0
16.0
16.0
16.0 in
Rebar Location
Center
Center
Center
Center
Center
Center
Rebar 'd' Dist.
3.00
3.00
3.00
3.00
3.00
3.00 in
Tension Face
Front
Front
Front
Front
Front
Front
Moments: Actual
0
380
701
803
599
0 ft-#
Allowable
1297
1297
1297
1297
1297
1297 ft-#
Shears: Actual
0.0
9.3
5.2
0.8
9.6
19.1 #
Allowable
85.0
85.0
85.0
85.0
85.0
85.0 #
Wall Weight
72.50
72.50
72.50
72.50
72.50
72.50 psf
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576
V
'MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-01
5A MADRONE AVE
OROVILLE, CA 95966
RESTRAINED RETAINING WALL DESIGN
V 6'40@NIIFi.00"
Support
a 4 @ 16.00"
a 4 4b 16.00"
s 40 16.00" co
x 4 @ 16.00"
N
a 4 @ 16.00" �(L_
lipHEEL (top) 5 Q " o.c.
TOE (bot) : # 5 0 " o.c.
4 HORIZ. AS SHOWN
9 91 y..
ti
V4.4C1 W 1983-96 ENERCALC
Date: 12/28/99 Page:
I�
io
to
MICHAEL MOONEY. KW -0601576
SEE BA SEMEM T WA L L DE TA IL
#4 DOWELS AT
------ 48" OC.
�6X6X 10 WWF
GARAGE FOUNDATION
4" SLAB
0
SLAB REMN ES 6X6X10 CA
WWF.
6" #4 DOWELS A7 48"cc. 24" 12"
L
#4'svt 16 cc -
(3) #4's camm ois
3" CLR
9_
6 FOOT BASEMENT BEARING WALL
REINFORCED CONCRETE .
. . r
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R
Project Title.......... WALD•RON Date..09/01/99 21:30:02
Project Address........ BREEZY BLVD *******----------------/-n----
CLIPPER MILLS, CA 95930 *v5.00*---�ZS--i'�--
Documentation Author... FRAN PORTA BuilLL4.oq Permit #
SLP Energy Calc At %QO
13999 Sun View Court ; heck / Date
Penn Valley, CA 95946
530-477-5628 Field Check/ Date
Climate Zone........... 16 ---------------------
Compliance Method...... MICROPASS v5.00 for 1999 Standards by Enercomp, Inc.
MICROPASS v5.00 File-WALDRON Wth-CT216S92 Program -FORM CF -1R
User#-MP1697 User -SLP Energy Calc Run-WALDRON MOUSE
-------------------------------------------------------------------------------
GENERAL INFORMATION
-------------------
Conditioned Floor Area..... 1678 sf
Building Type .............. Single Family Detached
Construction Type ......... New
Building Front Orientation. Front Facing 270 deg (W)
Number of Dwelling Units... 1
Number of Stories.......... 2
Floor Construction Type.... Raised Floor
Glazing Percentage......... 17.8 % of floor area
Average Glazing U -value.... 0.59 Btu/hr-sf-F
Average Glazing SHGC....... 0.55
BUILDING SHELL INSULATION
Component Frame Cavity Sheathing Total 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
Roof Wood R-11 R-27 R-38 0.025 Attic
Door None R-0 R-0 R-0 0.330 Solid Wood
Floor Wood R-19 R-0 R-19 0.037 To Outside 61 CA�
FENESTRATION
-------------
Over-
Area U- Interior Exterior hang/
Orientation (sf) Value SHGC Shading Shading Fins
-------------------- ----•- ------ ----------------------------------- -----
Window Front (W) 70.0 0.600 0.550 Standard Standard Yes
Window Front (W) 40.0 0.600 0.550 Standard Standard None
Window Left (N) 4.0 0.600 0.550 Standard Standard None
Window Left (N) 20.0 0.600 0.550 Standard Standard None
Door Back (E) 40.0 0.550 0.550 Standard Standard Yes
Window Back (E) 9.0 0.600 0.550 Standard Standard None
Window Right (S) 95.0 0.600 0.550 Standard Standard Yes
Window Right (S) 20.0 0.600 0.550 Standard Standa�r�i,1,� None
JJTTE
OVikppRED
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R
Project Title.......... WALDRON Date..09/01/99 21:30:02
MICROPASS v5.00 File-WALDRON Wth-CT216S92 Program -FORM CF -1R
User#-MP1697 User -SLP Energy Calc Run-WALDRON HOUSE
--.._----------------------------------------------------------------------------
Minimum
Equipment Type Efficiency
---------------- ------------
Furnace� �BU%Aw��
ACSplit 10.00 SEER
HVAC SYSTEMS
------------
Duct Duct Tested Duct ACCA Thermostat
Location R -value Leakage Manual D Type
------------ ------- --------- --------- -------
None R-0 No No Setback
None
R-0 No
WATER HEATING SYSTEMS
---------------------
Number
in Energy
Tank Type Heater Type Distribution Type System Factor
------------ ----------- ------------------- ------ --------
Water Heater to meet minimum CEC Standards
No
Tank
Size
(gal
Setback
External
Insulation
R -value
--IQ _12 -
SPECIAL FEATURES AND MODELING ASSUMPTIONS
-----------------------------------------
*** Items in this section should be documented on the plans, ***
installed to manufacturer and CEC specifications, and ***
*** verified during plan check and field inspection. ***
This building incorporates non-standard Duct R -value.
This building incorporates non-standard Duct Location.
REMARKS
TTE COUP I
IiPALDING DEPART WI
v
CERTIFICATE 0F' COMPLIANCE: RESIDENTIAL Page 3 CF -1R
Project Title.......... WALDRON Date..09/01/99 21:30:02
MICROPAS5 v5.00 File-WALDRON Wth-CT216S92 Program -FORM CF -1R
User#-MP1697 User -SLP Energy Calc Run-WALDRON HOUSE
------------------------------------------------------------_.------------------
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
Modeling Assumptions section.
DESIGNER or OWNER
Name.... DAN WALDRON
Company. WALDRON CONSTRUCTION
Address. PO BOX 128
CLIPPER MILLS, CA 95930
Phone... (530)675-0702
License. #367912
Signed..
(date)
ENFORCEMENT AGENCY
Name....
Title...
Agency..
Phone...
Signed..
(date)
DOCUMENTATION AUTHOR
Name.... FRAN PORTA
Company. SLP Energy Calc
Address. 13999 Sun View Court
Penn Valley, CA 95946
Phone... 530-4775628
Signed.. �GT'� 9 —/-�
(date)
_,JILDING DEPA s-ME4",N.
V
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R
Project Title.......... WALDRON Date..09/01/99 21:30:02
Project Address........ BREEZY BLVD ******* ---------------------
CLIPPER .MILLS, CA 95930 *v5.00*
Documentation Author... FRAN PORTA ******* ; Building Permit #
SLP Energy Calc
13999 Sun View Court ; Plan Check / Date
Penn Valley, CA 95946
530-477-5628 ; Field Check/ Date
Climate Zone........... 16 ---------------------
Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc.
MICROPAS5 v5.00 File-WALDRON Wth-CTZ16S92 Program -FORM MF -1R
User#-MP1697 User -SLP Energy Calc Run-WALDRON HOUSE
-------------------------------------------------------------------------------
Note: Lowrise residential buildings subject to the Standards must contain these
measures regardless of the compliance approach used. Items marked with an
asterisk (*) 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
minimum component performance specifications for the mandatory measures whether
they are shown elsewhere in the documents or on this checklist only.
BUILDING ENVELOPE MEASURES
Design- Enforce -
150(f): Special. infiltration barrier installed to comply with
Sec. 151 meets Commission quality standards.
150(e): Installation of Fireplaces, Decorative Gas ApplianQlu"Vai
and Gas Logs
1. Masonry and factory -built fireplaces have: "'JILOIN
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control lip.
2. No continuous burning gas pilots allowed. _,�_ _._._
ern/ went
*150(a): Minimum R-19 ceiling insulation.
150(b): Loose fill insulation manufacturer's labeled R -Value.
*150(c): Minimum R-13 wall insulation in wood framed walls or
equivalent U -value in metal frame walls (does not apply
to exterior mass walls).
*150(d): Minimum R-13 raised floor insulation in framed floors.
150(1): Slab edge insulation - water absorption rate no greater
than 0.3%, water vapor transmission rate no greater than 2.0
perm/inch.
118: Insulation specified or installed meets CEC quality
standards. Indicate type and form.
✓
116-17: Fenestration Products, Exterior Doors and Infiltration/
exfiltration controls
1. Doors and windows between conditioned and unconditioned
spaces designed to limit air leakage.
2. Fenestration products (except field fabricated) have
label with certified U -value, certified solar heat gain
coefficient, and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints
and penetrations caulked and sealed.
150(g): Vapor barriers mandatory in Climate Zones 14 and 16
only.
150(f): Special. infiltration barrier installed to comply with
Sec. 151 meets Commission quality standards.
150(e): Installation of Fireplaces, Decorative Gas ApplianQlu"Vai
and Gas Logs
1. Masonry and factory -built fireplaces have: "'JILOIN
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control lip.
2. No continuous burning gas pilots allowed. _,�_ _._._
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF --1R
Project Title.......... WALDRON Date..09/01/99 21:30:02
MICROPASS v5.00 File-WALDRON Wth-CTZ16S92 Program -FORM MF -1R
User#-MP1697 User -SLP Energy Calc Run-WALDRON HOUSE
-------------------------------------------------------------------------------
SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES
--------------------------------------------------------------
Design- Enforce--
er ment
110-113: HVAC equipment, water heaters, showerheads and
faucets certified by the Commission.
150(h): Heating and/or cooling loads calculated in accordance
with ASHRAE, SMACNA or ACCA.
s�
150(i):.Setback thermostat on all applicable heating and/or
cooling systems.
150(j): Pipe and Tank insulation
1. Storage gas water heaters rated with an Energy Factor of
less than 0.58 must be externally wrapped with insulation
having an installed thermal resistance of R-12 or greater.
2. First 5 feet of pipes closest to water heater tank, non -
recirculating systems, insulated (R-4 or greater).
3. Back-up tanks for solar systems, unfired storage tanks, or
other indirect hot water tanks have R-12 external
insulation or R-16 combined internal/external insulation.
4. All buried or exposed piping insulated -in recirculating
sections of hot water system.
5. Cooling system piping below 55 degrees insulated.
6. Piping insulated between heating source and indirect
/
hot water tank.
✓
*150(m): Ducts and Fans
1. All ducts and plenums constructed, installed, in-
sulated, fastened, and sealed to comply with the ICBO
1997 UMC sections 601 and 603; ducts insulated to a
minimum installed R-4.2 or ducts enclosed entirely
within conditioned space. Openings shall be sealed
with mastic, tape, aerosol sealant or other duct closure
system that meets the applicable requirements of UL181,
UL181A, or UL181B and other applicable specified tests
for longevity given in Sec. 150(m).
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 operating instructions, no electric
resistance heating and no pilot light.
2. System is installed with:
a. At least 36 inches of pipe between filter and heater
for future solar heating.
b. Cover for outdoor paol s or outdoor spas.
3. Pool system has directional inlets and a circulation
pump time switch.
J� rw' Aim:.
115: Gas-fired central furnaces, pool heaters, spa heatersP "
household cooking appliances have no continuously burning
ve
pilot light (Exception: Non -electrical cooking appliances
J
with pilot < 150 Btu/hr).
1/
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R
Project Title.......... WALDRON Date..09/01/99 21:30:02
MICROPAS5 v5.00 File-WALDRON Wth-CTZ16S92 Program -FORM MF -1R
User#-MP1697 User -SLP Energy Calc Run-WALDRON MOUSE
-------------------------------------------------------------------------------
LIGHTING MEASURES
-----------------
Design- Enforce--
er ment
150(k)1: Luminaires for general lighting in kitchens shall
have lamps with an efficacy of 40 lumens/watt or greater
for general lighting in kitchens. This general lighting
shall be controlled by a switch on a readily accessible �-
lighting control panel at an entrance to the kitchen.
150(k)2: Rooms with a shower or bathtub must either have at
least one luminaire with lamps with an efficacy of 40
lumens/watt or greater switched at the entrance to the
room or one of the alternatives to this requirement
allowed in Sec. 150(k)2.; and recessed ceiling fixtures
are IC (insulation cover) approved.
dl Tye; �...
f4JILDING
COMPUTER METHOD SUMMARY Page 1 C-2R
Project Title.......... WALDRON Date..09/01/99 21:30:02
Project Address........ BREEZY BLVD ******* ---_------------------
CLIPPER MILLS, CA 95930 *v5.00*
Documentation Author... FRAN PORTA Building Permit #
SLP Energy Calc
13999 Sun View Court Plan Check / Date
Penn Valley, CA 95946
530-477-5628 Field Check/ Date
Climate Zone........... 16 ---------------------
Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc.
MICROPAS5 v5.00 File-WALDRON Wth-CTZ16S92 Program-FORM�C-2R___
User#-MP1697 User -SLP Energy Calc Run-WALDRON HOUSE
-----------------------------------------------..__-------------------------------
____________________________
MICROPASS ENERGY USE SUMMARY
= Energy Use
Standard
Proposed
Compliance -
_ (kBtu/sf-yr)
_-----------------------
Design
----------
Design
----------
Margin -
-
Space Heating..........
40.64
36.52
----------
4.12 -
= Space Cooling..........
5.20
1.72
3.48 =
- Water Heating..........
_
14.61
--------
14.61
0.00 =
- Total
60.45
--------
52.85
-------- -
7.60 =
_ *** Building complies
with Computer
Performance
GENERAL INFORMATION
Conditioned Floor Area..... 1678 sf
Building Type .............. Single Family Detached
Construction Type ......... New
Building Front Orientation. Front Facing 270 deg (W)
Number of Dwelling Units... 1
Number of Building Stories. 2
Weather Data Type.......... ReducedYear
Floor Construction Type.... Raised Floor
Number of Building Zones... 1
Conditioned Volume......... 13424 cf
Slab -On -Grade Area......... 0 sf
Glazing Percentage......... 17.8 % of floor area
Average Glazing U -value.... 0.59 Btu/hr-sf-F
Average Glazing SHGC....... 0.55
Average Ceiling Height..... 8 ft
JUT-rE
couly J ti
GILDING
COMPUTER METHOD SUMMARY Page 2 C --2R
Project Title.......... WALDRON Date..09/01/99 21:30:02
MICROPAS5 v5.00 File-WALDRON Wth-CTZ16S92 Program -FORM C -2R
User#-MP1697 User --SLP Energy Calc Run-WALDRON HOUSE
-------------------------------------------------------------------------------
Floor
Area
Zone Type (sf)
-------------- -----
HOUSE
Residence 1678
Area
Surface (sf)
HOUSE
Area
1
Wal1
256
2
Wall
256
3
Wall
256
4
Wall
192
5
Wall
256
6
Wall
256
7
Wal1
256
8
Wall
192
9
Roof
1038
10
Door
20
11
Floor
1038
Orientation
BUILDING ZONE INFORMATION
-------------------------
# of Vent Vent Air
Volume Dwell Cond- Thermostat Height Area Leakage
(cf) Units itioned Type (ft) (sf) Credit
HOUSE
Area
1
Window
Front
(W)
2
Window
Front
(W)
3
Window
Left
(N)
4
Window
Left
(N)
5
Door
Back
(E)
6
Window
Back
(E)
7
Window
Right
(S)
8
Window
Right
(S)
13424 1.00 Yes Setback 8.0 Standard No
OPAQUE SURFACES
---------------
U- Insul Act Solar Form 3 Location/
value R-val Azm Tilt Gains Reference Comments
----- ----- --- ---- ----- ------------ ----------------
0.065 17.8 270 90 Yes W.19.2X6.16
0.065 17.8 270 90 Yes W.19.2X6.16
0.065 17.8 0 90 Yes W.19.2X6.16
0.065 17.8 0 90 Yes W.19.2X6.16
0.065 17.8 90 90 Yes W.19.2X6.16
0.065 17.8 90 90 Yes W.19.2X6.16
0.065 17.8 180 90 Yes W.19.2X6.16
0.065 17.8 180 90 Yes W.19.2X6.16
0.025 38 n/a 0 No R.38.2X4.24 Attic
0.330 0 270 90 No None Solid Wood
0.037 19 n/a 0 No FC.19.2X8.16 To Outside
FENESTRATION SURFACES
---------------------
Area U_ Act Exterior Shade Interior Shade
(sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC
----- ----- ----- --- ---- -------------- --------------
70.0 0.600 0.550 270 90 Standard/0.76 Standard/0.68
40.0 0.600 0.550 270 90 Standard/0.76 Standard/0.68
4.0 0.600 0.550 0 90 Standard/0.76 Standard/0.68
20.0 0.600 0.550 0 90 Standard/0.76 Standard/0.68
40.0 0.550 0.550 90 90 Standard/0.76 Standard/0.68
9.0 0.600 0.550 90 90 Standard/0.76 Standard/0.68
95.0 0.600 0.550 180 90 Standard/0.76 Standard/0.68
20.0 0.600 0.550 180 90 Standard/0.76 Standard/0.68
OVERHANGS AND SIDE FINS
-----------------------
---Window-- ------Overhang----- ---Left Fin--- ---Right Fin --
Area
Left
Rght
Surface
(sf)
Wdth
Hgth
Dpth
Hght
Ext
Ext
Ext
Dpth Hgf� (y�r,!• Hght
HOUSE
--
----
----
----
---� '6% ��'
f_'RA,`
1 Window
70.0
n/a
6.66
7.0
1.33
n/a
n/a
n/a
n/a n/a
5 Door
40.0
n/a
6 . 66
10.0
1 . 33
n/a
n/a
n/a
'�° a
n/aApAq/
4h"a
7 Window
95.0
n/a
6.66
7.0
1.33
n/a
n/a
n/a
n/a n/a n/a
4 � ^
COMPUTER METHOD SUMMARY Page 3 C --2R
Project Title.......... WALDRON Date..09/01/99 21:30:02
MICROPAS5 v5.00 File-WALDRON Wth-CTZ16S92 Program -FORM C -2R
User#-MP1697 User -SLP Energy Calc Run-WALDRON HOUSE
-------------------------------------------------------------------------------
System Type
HOUSE
Furnace
ACSplit
WATER HEATING SYSTEMS
---------------------
Number
in
Tank Type Heater Type Distribution Type System
------------ ----------- -------- ----------- ------
Water'Heater to meet minimum CEC Standards
Tank External
Energy Size Insulation
Factor (gal) R -value
SPECIAL FEATURES AND MODELING ASSUMPTIONS
-----------------------------------------
*** Items in this section should be documented on the plans, ***
*** installed to manufacturer and CEC specifications, and ***
*** verified during plan 'check and field inspection. ***
This building incorporates non-standard Duct R -value.
This building incorporates non-standard Duct Location.
REMARKS
`out% 1
G D
%1
x_ppme��
4 �1
HVAC SYSTEMS
------------
Minimum
Duct Duct
Tested Duct
ACCA
Duct
Efficiency
Location R -value
Leakage
Manual D
Eff
0.630 AFUE
None R-0
No
No
1.000
10.00 SEER
None R-0
No
No
1.000
WATER HEATING SYSTEMS
---------------------
Number
in
Tank Type Heater Type Distribution Type System
------------ ----------- -------- ----------- ------
Water'Heater to meet minimum CEC Standards
Tank External
Energy Size Insulation
Factor (gal) R -value
SPECIAL FEATURES AND MODELING ASSUMPTIONS
-----------------------------------------
*** Items in this section should be documented on the plans, ***
*** installed to manufacturer and CEC specifications, and ***
*** verified during plan 'check and field inspection. ***
This building incorporates non-standard Duct R -value.
This building incorporates non-standard Duct Location.
REMARKS
`out% 1
G D
%1
x_ppme��
4 �1
HVAC SIZING Page 1 HVAC
Project Title.......... WALDRON Date..09/01/99 21:30:02
Project Address........ BREEZY BLVD ----------------------
CLIPPER MILLS, CA 95930 *v5.00*
Documentation Author... FRAN PORTA ******* Building Permit #
SLP Energy Calc
13999 Sun View Court Plan Check / Date
Penn Valley, CA 95946
530-477-5628 ; Field Check/ Date
Climate Zone........... 16 ----------------------
Compliance Method...... MICROPASS v5.00 for 1999 Standards by Enercomp, Inc.
MICROPASS v5.00 File-WALDRON Wth-CT216S92 Program -HVAC SIZING
User#-MP1697 User -SLP Energy Calc Run-WALDRON HOUSE
-------------------------------------------------------------------------------
GENERAL INFORMATION
Floor Area ................. 1678 sf
Volume ..................... 13424 cf
Front Orientation.......... Front Facing 270 deg (W)
Sizing Location............ PORTOLA
Latitude ................... 39.8 degrees
Winter Outside Design...... -3 F
Winter Inside Design....... 70 F
Summer Outside Design...... 89 F
Summer Inside Design....... 78 F
Summer Range ............... 48 F
Interior Shading Used...... No
Exterior Shading Used...... No
Overhang Shading Used...... No
Latent Load Fraction....... 0.20
HEATING AND COOLING
LOAD SUMMARY
Heating
Cooling
Description
---------------------------------
(Btuh)
------------
(Btuh)
-----------
Opaque Conduction and Solar......
14324
1239
Glazing Conduction ...............
12906
1945
Glazing Solar., ..................
n/a
10263
Infiltration .....................
19174
967
Internal Gain ....................
n/a
2100
Ducts............................
0
0
Sensible Load ....................
46404
16514
Latent Load ......................
n/a
3303
Minimum Total Load
46404
19816
Note: The loads shown are only one of the criteria affecting t*rs.�lection
of HVAC equipment. Other relevant design factors sufth- as V rco�1,9w
requirements, outdoor design temperatures, coil sizing, a QWL�W�Pjlk ity ,¢ �.
equipment, oversizing safety margin, etc., must also be cor,;;idere�s
the HVAC designer's responsibility to consider all factors eIehg,,tn
the HVAC equiprnent.;,
V �
1�-
_.51►zPc-... -Co 14.5..: - �.-i z.,_.,°►.�o._
....�o�...
_..__.....
..7
l 2.CS
_
:... :.:
.o.Ga-Sd .ICr-� ..f, ......: -?-:.
'1
0Q)
0
0
l s -r ,
2/4
:X
TABLE 16-F
TABLE 16-G
1997 UNIFORM BUILDING CODE
3/4 -
TABLE 16 -F -WIND STAGNATION PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEET (10 058 mm)
Basic wind speed (mph)' (x 1.61 for km/h) 80 90 100 110 120 130
��7�0
20. 25.6 31.0 36.9 43.3
Pressure gs (psf) (x 0.0479 for kN/m'--)
Wind speed from Section 1618. u
TABLE 16 -G -COMB
HEIGHT ABOVE AVERAGE LtvtL Ur
ADJOINING GROUND (feel)
x 304.8 for mm
0-15
20
25
30
40
60
so
100
120
160
200
300
400
rrw r•Tno rnCCCICIFNT !C_1>•�
NrU r1r-1"r-111 Jnr v.av•.�.�•••-
EXPOSURE D
-•--• ---- -
EXPOSURE C
-
EXPOSURE B
1.39 -
1.06
0.62
1.45
1.13
0.67
1.50
1.19
0.72
1.54
1.23
0.76
1.62
1.31
0.84
1.73
1.43
0.95
1.81
1.53
1.04
1.88
1.61
1.13
1.93
1.67
1.20
2.02
1.79
1.31
2.10
1.87
1.42
2.23
2.05
1.63
2.34
2.19
1.80
1
I Values for intermediate heights above 15 feet (4572 mm) may be interpolated.
-STRUCTURE OR PART
1. Primary frames and systems
TABLE 16 -H -PRESSURE COEFFICIENTS (
Method 1 (Normal force method)
Walls:
Windward wall
Leeward wall
Roofs':
Wind perpendicular to ridge
Leeward roof or flat roof
Windward roof
less than 2:12 (16.770)
Slope 2:12 (16.7%) to less than 9:12 (75%)
Slope 9:12 (75%) to 12:12 (100%)
Slope > 12:12 (100%)
Wind parallel to ridge and flat roofs
iVlethod 2 (Projecte area met od)
On vertical projected area
r._.. _... _.__ nA r....• n� 1o) --N nr I -c 1n height
0.8 inward
0.5 outward
0.7 outward
0.7 outward
0.9 outward or 0.3 inward
0.4 inward
0.7 inward
0.7 outward
1.3 horizontal anv direction
IN1�t,Dm�l c�] Q-
1 V-7 51 F
99 wt�\o
I c
�Il
/LEE ao_,Jn
-7 2
CAJUW CAJ 1-71d
Cal ms- VA N ps 1-1 uc--p- T
Chi �crr. S�nu.�- --�.. � �o�Z� � 2 1,11�`$�9-e S�r2.k�P c�n_s`C��� � S-��.c..c�.
(to e -
I a a S- I - (:nn"CL
LTr---ig gyj iD&
v
VMICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-01
5A MADRONE AVE
OROVILLE, CA 95966
Z/1
•
Date: 12/28/99
Page:
RESTRAINED RETAINING WALL DESIGN
WALL DATA
FOOTING DATA
SOIL DATA
Retained Soil Ht.
5.67 ft
Footing Thickness
12.00 in
Allow. Soil Bearing
1500 psf
Toe Width
0.92 ft
Active Fluid Press
30 pcf
Ht. Above Top Support
0.17 ft
Heel Width
=
1.07 ft
Design Fluid Press
=
30.00 pcf
Dist: Ftg. To Top Support -
5.83 ft
Total Footing Width
=
1.99 ft
Backfill Slope
=
0.00 :1
Total Wall Height =
6.00 ft
Passive Lateral
250.0 psf,
=
.Fixity @ Base of Wall0
S
Key Depth
=
12.00 in
Soil Density
=
110.0 pcf
VERTICAL LOADS
Key Width
12.00 in
Soil Ht Over Toe
=
0.00 in
Axial DL on Stem =
274.0 plf
Key Dist. to Toe
=
0.50 ft
Axial LL on Stem =
224.0 plf
SUHKARY
....Eccentricity
0.05 in
Pressure @ Toe
=
968.0 psf
Ecc. of Resultant
=
0.33 in
Surcharge over Toe
0.0 psf
Pressure @ Heel
=
820.0 psf
Kern Distance
=
3.98 in
Surcharge over Heel =
100.0 psf
Allowable Press.
-
1500.0 psf
Footing One-Way Shear:
LATERAL LOADS
Sliding F.O.S.
_
rr.86 .I
@ Toe
m2.13
psi
Lateral Load Acting on
@ Heel
0.00 psi
Stem above soil -
0.0 psf
Restraint Force Req'd
Allowable Shear
85.0 psi
Add'l Lateral Load -
0.0 plf
at•Top of Wall
-
231.9 #
Footing Overturning
Top Ftg to load start -
0.00 ft
Additional Restraint
Stability Ratio
-
4.42 :1
....Top Ftg to load start -
0.00 ft
Req'd at Bottom
-
0.0 #
SLIDING CHECK @ BASE
FOOTING
DESIGN
Soil Press. Mult.
Toe
Heel
f'c
=
2500 psi
Ftg/Soil Friction =
0.350
by ACI 9-1
= 1392
1179 psf
Fy
40000 psi
Soil to Neglect =
0.00 in
Mu - Upward
575
195 ft-0
Min. Asteel X
=
0.0014 X
Factor of Safety =
1.86 :1
Mu Dowiward
= 89
199 ft-#
Lateral Pressure
602.4 #
Mu Design
= 486
-4 ft-0
Rebar Choices
Passive Pressure =
500.0 #
One-Way Shear:
Toe
Heel
Friction Pressure
622.7 #
Actual
= 2.1
0.0 psi
#4 @ 16.33
14.65-in
Addn'l Force Req'd -
0.0 #
Al1aw*.85
85.0
85.0 psi
#5 @ 25.31
22.71 in
Cover over Rebar
= 3.25
2.25 in
#6 @ 35.92
32.23 in
Ru - Mu/bdz
7
0 psi
#7 @ 48.00
43.96 in
As Req'd
= 0.15
0.16 int
#8 @ 48.00
48.00 in
#9 @ 48.00
48.00 in
STEM DESIGN DATA
STEM SECTION DESIGNS
Stem Material
Concrete ,,NOTE !! Maximum Moment Occurs at
2.54 ft above Top of Footing
f'c =
2500 psi
Top
8 Ht
.6 Ht .4 Ht
.2 Ht
Bottom
Fy -
40000 psi
OK
OK
OK OK
OK
OK
Rebar Cover -
3.00 in
Dist. above Ftg
6.00
4.80
3.60 2.40
1.20
0.00 ft
Wall Thickness =
6.00 in
Bar Size
4.00
4.00
4.00 4.00
4.00
4.00
Rebar Spacing
16.0
16.0
16.0 16.0
16.0
16.0 in
Rebar Location
Center
Center
Center Center
Center
Center
Rebar 'd' Dist.
3.00
3.00
3.00 3.00
3.00
3.00 in
Tension Face
Front
Front
Front Front
Front
Front
Moments: Actual
0
380
701 803
599
0 ft-#
Allowable
1297
1297
1297 1297
1297
1297 ft-#
Shears: Actual
0.0
9.3
5.2 0.8
9.0
19.1 #
Allowable
85.0
85.0
85.0 85.0
85.0
85.0 #
Wall Weight
72.50
72.50
72.50 72.50
72.50
72.50 psf
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576
'MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-01
5A MADRONE AVE
OROVILLE, CA 95966
RESTRAINED RETAINING WALL DESIGN
Date: 12/28/99
Page: 3
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MDDNEY. KW -060157E
6'4O*NKB.00' 9.G
Support
4 @ 16.00" a.r,:a
4 16.00"
M
4 16.00"
m
o
4 16.00" o c
U,
io
N
4 16.00" -
.�
is .
HEEL (top) : 5 " o.c.
TOE (bot) : * 5@ " O.C.
"'
S
4r 4 HORIZ. AS SHOWN
9 9! 4"
•
3
Page: 3
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MDDNEY. KW -060157E
SEE BASEMEMT WA L L DE TA IL
#4 DOWELS AT
------ 4.8 OC.
�6X6X, 10 WWF
GARAGE FOUNDATION
0
2
I
4" SLAB
SLAB REQUIf?ES 6X6X10 GA
' 6" #4 DOWELS AT 4&' cc. 24" 12"
#4's at 16 cr-
(3) f 4's COMN XB
19-
6 FOOT BASEMENT BEARING WALL
REINFORCED CONCRE TE
Sent By: R. C. E.; 5308948805; Jan -3-00 12:46PM; Page 1/1
APN: 073-280-004 -- Plancheck Ct►mmtnts
Daniel Waldron Family Trust
The above referenced building plans were reviewed by this office. Please respond in writing to
each comment by creating a response letter. Indicate which devil, specification, or calculations
shows the requested infornuttion. Your complete and clear response will expedite the re -check
and approval of this project. Please be sure to include on the re -submittal the engineer's "wet"
stamp, signature, registration number and expiration date on all sheets of the plans depicting the
designed elements and cover sheets of the calculations. Provide additional information and/or
make revisions on plans, specifications and calculations as follows:
1. O.K.
2. 0. K.
3. 0. K.
4. Provide under -floor access for raised floor foundation, per section 2306.3 of the 1997
U13C. Provide note on plans.
tProvide note for under -fluor ventilation per section 2306.7 of the 1997 jTRC:. !'r'uvicle
1. note on plans.
,6. Provide note for attic access and ventilation per section 1505.1 and 1505.3 respectively of
the 1997 UBC. Provide note un plans:
7. Provide calculations for 5-1/8" GLB seen. on sheet 7/8 and for 6x14 garage duur header
seen on sheet 3/R. Also add note to plan stating that the glued -laminated fabrication shall
be performed in an approved fabricator's shop in accordance with UAC 1707.7. Note
should also indicate that glued -laminated bemun inspection certificates shall he submitted
to the field inspector prior to completion of the framing inspection in accordance with
section 1704.6.2 of the 1997 URC. C'ulculutions have been received and are ok. Please
acicl note mentioned above.
'1
•
APN: 073-280-0040 Plancheck Comments
R2
Daniel Waldron Family Trust
The above referenced building plans were reviewed by this office. Please respond in writing to
each comment by creating a response letter. Indicate which detail, specification, or calculations
shows the requested information. Your complete and clear response will expedite the re -check
and approval of this project. Please be sure to include on the re -submittal the engineer's "wet"
stamp, signature, registration number and expiration date on all sheets of the plans depicting the
designed elements and cover sheets of the calculations. Provide additional information and/or
make revisions on plans, specifications and calculations as follows:
1. O.K.
0
3. O.K.
4. Provide under -floor access for raised floor foundation, per section 2306.3 of the 1997
UBC. Provide note on plans. It is unclear where on the plans this. is located, please
clarify.
5. O.K
6. Provide note for attic access and ventilation per section 1505.1 and 1505.3 respectively of
the 1997 UBC. Provide note on plans. Attic access was found, but it is unclear where
the note for attic ventilation can be found, please clarify.
7. Provide calculations for 5-1/8" GLB seen on sheet 7/8 and for 6x14 garage door header
seen on sheet 3/8. Also add note to plan stating that the glued -laminated fabrication shall
be performed in an approved fabricator's shop in accordance with UBC 1707.7. Note
should also indicate that glued -laminated beam inspection certificates shall be submitted
to the field inspector prior to completion of the framing inspection in accordance with
section 1704.6.2 of the 1997 UBC. Calculations have been received and are ok. Please
add note mentioned above. It is unclear where on the plans this note can be found,
please clarify.
APN: 073-280-004 -- Plancheck Comments
Daniel Waldron Family Trust
The above referenced building plans were reviewed by this office. Please respond in writing to
each comment by creating a response letter. Indicate which detail, specification, or calculations
shows the requested information. Your complete and clear response will expedite the re -check
and approval of this project. .Please be sure to include on the re -submittal the engineer's "wet"
stamp, signature, registration number and expiration date on all sheets of the plans depicting the
designed elements and cover sheets of the calculations. Provide additional information and/or
make revisions on plans, specifications and calculations as follows:
1. O.K.
3. 0. K.
4. Provide under -floor access for raised floor foundation, per section 2306.3 of the 1997
UBC. Provide note on plans.
5. Provide note for under -floor ventilation per section 2306.7 of the 1997 UBC. Provide
note on plans.
6. Provide note for attic access and ventilation per section 1505.1 and 1505.3 respectively of
the 1997 UBC. Provide note on plans.
7. Provide calculations for 5-1/8" GLB seen on sheet 7/8 and for 6x14 garage door header
seen on sheet 3/8. Also add note to planstating that the glued -laminated fabrication shall
be performed in an approved fabricator's shop in accordance with UBC 1707.7. Note
should also indicate that glued -laminated beam inspection certificates shall be submitted
to the field inspector prior to completion of the framing inspection in accordance with
section 1704.6:2 of the 1997 UBC. Calculations have been received and are ok. Please
add note mentioned above.
n
\_J
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647
Expires 9-30-01
Butte County
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
Re: Daniel Waldron Family Trust
APN 99-2586
•
5A Madrone Ave.
Oroville, CA 95966
530-533-2131
530-534-0902 Fax.
December 20, 1999
This transmits response to Martha Whitney's letter of November 24, and Charles J. Roberts
letter of December 14.
Whitney letter: (Response to items indicated by my client as being my responsibility to respond to)
Item 3) Lateral Analysis provided.
Item 4) Gravity Analysis provided.
Roberts Letter:
Item 1) Lateral analysis provided.
Item 2) Detailed, see sheet 8.
Item 3) Provided see sheet 2.
Item 4) Provided detail, 'see: sheet 2.
Items 5 and 6) will be responded to by my client.
Item 7) Provided.
Thank you for your consideration.
Yours,
Michael Mooney
MICHAEL MOO VY
CIVIL ENGINEER
RCE 20647
Expires 9-30-01
Butte County
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
Re: Daniel Waldron Family Trust
APN 99-2586
5A Madrone Ave.
Oroville, CA 95966
530-533-2131
530-534-0902 Fax.
December 20, 1999
This transmits response to Martha Whitney's letter of November 24, and Charles J. Roberts
letter of December 14.
Whitney letter: (Response to items indicated by my client as being my responsibility to respond to)
Item 3) Lateral Analysis provided.
Item 4) Gravity Analysis provided.
Roberts Letter:
Item 1) Lateral analysis provided.
Item 2) Detailed, see sheet 8.
Item 3) Provided see sheet 2.
Item 4) Provided detail, see sheet 2.
Items 5 and 6) will be responded to by my client.
Item 7) Provided.
Thank you for your consideration.
Yours,
a
Michael Mooney
O V 7 5 0
D V 7 6 0 1AEC7 �'_�r G45 S T 0 V L
•
12/27/1999 10:26 53j 739062 SIERRA
All"
a•
I BTOVd I
1
ed4„045VIt:
'r W carnix a"
.-W, .e fu nom
combumble c/Nfg
l
•' I
I
I
S7OY6 '
I
11
V—T C..._. .__ ..
The DV750's direct vent system gives you installation cptions which
atu nul nvnilvote wterr 111Y 110MG4 gas hoar—w. you uon vent
hnrirnninlly clraight fh.n,.,dh the wall, or —,booby u„uwdl, tl m t vur, '1uu
can also use turns and offsets to fit your stove in locations away from
exterior walls. When you plan your installation, you must make certain
it will comply with the installation instructions. and you must use only
the vent p;pe recommended. Here are some basic clearances and
guidelines;
■ 3" clearance required above elbows in vent system.
is 1/2" clearance required on bottom and sides of horizonta! vent,
1 1/2" clearance required on top of horizontal vent,
• Maximum horizontal run in horizontal termination: 15'.
• Maximum vertical run in horizontal termination: 16'.
e Required rise: 1/4" for every 1' of horizontal run.
If Required vent supports (horizonta! runs): one every
j Venting can only
IW I
terminafa MAX. I !
VA"M tris area. ! I
� II
1
i
F- I
•Xf• I I �I7 Y9• I UT"N IT 1/N
r-••—�I7.• WN.
i—rte. I
Oulelda
TIM®ERLINE
•
PAGE 03
M II N I M U M P R O D U C T
The following minimum clearances from
idol uuter metal to combustibles must be
maintained when Installing this product:
back or corner of stove to wall_ 4", floor
w--0", slCetr of stove to wall—B", base of
stove to osiling 72', minimum alcove
height to combustible ceiling -72'. Make
before insta!lation. and consult the instal-
lation manual for horizontal or vertical
vnt:ny, elooroncr .VWW!l MIIV h milli x•wr•,-
flcations.
P a s
I C A 1t.,kV M S
Neatlrw Canwitye
Up to a,UUU square feet
Btu pear hour
31,000 to 47,000 (natural gas)
31,000 to 43,000 (LP gas)
EHkiency Rating
Average overall heating efficl y up to
80%
W1111W
310 pounds
Materwe
Cast iron, steel and Ceramic glass
Standard Color
Metallic black
Clearance to Cornbustible Materials
rel Floor protecton measuring 22 3/4" A
14 3/4" Is required when this appliance
has been installed on combustible materi-
al other than wood flooring."
1
4" mbNmu ft
well /I/aMtteo
to stove i
i
FISPan s .... 110111para 4
rionzomal Vanting. (rvutn: I'lurl4v„1,a t„a,npre of nontomol urma,u:wn
runs will require the Use cf cine vent outside wail.
.uf.w.: f•�, .Nry ;fof n.n 1.
safety usting
Underwriter's Laboratories (UL) far USA
and C'anMilt
Vrontling syeterne
Muu% by vorda•M w,tt, �.., r -\.t,... a� li.`� .I:.•w.••
eont oon,ytr,•v„tu. Hv•���ntal aern�in wt:•++••
require the u3c of an HTAJ Cap. See man -
will rvr •xtatlls.
• Mt"wv caoacrty rarer Is w ne usea as a
auiaeane only ars may arae *IWO Jua w ck-
mm*. h.9imna construction and condition.
wnovnt and quaiity of ,newiation, location of the
hua:or, and all rnow!riwrt In }he (rutin.
12/ 27/1939 10:26 it 739062
From the gently arched glass in the doors, to the graceful
legs and cast -in detailing, a, DV760 gas stove brings clas-
sic design and eery charm to any room. Manufactured
from, traditional cast iron for strength and durabi1ty. the
DV750 uses an advanced flame technology for maximum,
fuel efflclency and high haat output Isvelt. Our direct vont
system features a sealed combustion chamber and two-
way intalto/oxhouat. Outside air is prpwn through fho M -
tem to feed the fire, so no warmed room air is lost up the
C{1irt1r5ry. Thit ntaii-jim yuu'll UuL u muiiimurn not hooting
efhclency higher than any conventionally designed gas
stove. Direct venting also offers more installation options.
You car vent it up through the roof or out through a wall,
en IIn„ r.an nI,+ N •ally " —1—hnm 'Thn MIT Gn, vnrn.nlln
practical and beautiful.
S T. A. N O A R D PA A T U R E S-•
■ Durable cast iron body with ceramic viewing glass, fin-
ished in matte black metallic paint,
'JIVii1iC6liCrvV0-v''1gaii.irr; '''"'''`'o"''•'_a
a pdvre Flame Technology features ceramic fiber logs
molded to look like real wood, and golden, flickering
flames with glowing embers to create a fire that looks
just like burning hardwood.
_ a'R;I''rFnB"TI^Nli;tl�:('�i'c9"9B�! to
on,i�.'o ooai.�t�•. n e,I
age
• Convonront on/ off switch
• Secondary control knob ad)'usts trte variable input at up
TO ase, Irrrici—W.v ` 31.000 to 41,--W Stu
rhr irwtbunl
gas) and 31.00 t0 4J,OW Btu;'11r tLe 9&;1
p Approved as a heater, 64 you can adc an 0Q.iUnV wall
thermostat for temperature control.
a Approval) ru, t/cd.'oom and mobile hnma installations
■ Five-year limited warranty.
• Tested and listed 5y Underwriters Laboratories :o
heater standards, a so P4 tested.
TI,,.I 41-1 ,..» .,•.+,.... ,. , ft— .&wYa oviafina rhim•
nay whom replacing 9 Womr1 .waive.
PAGE 72
C O L O R O P T I O N S
evrsa�eK Ytr „or
6I40k P4fGCf0ii. frrnrr•Pnrrr.lniu
Y• I iY1YA V � a .rv• u�
Green Porcelain Blua Porcelorr
Porcelaln finishes are custorr.•forrnulated for oeDth and
ncnness of color an0 a amcoth, lustrous &nine.
YeINc+.iTa.-minarinn_ ____
An
29bt' air I
i
Horicontai Terminatiol1
(Vent cap_ located 0'%
r 0..._
"ip d,root vont unit �•cou 9 tw -sky ven 'ne system wtth a 3" Outer ve^1
deliv^rtng intake Air to AIR anti m 4" inner vent for exhaust.
INSTALLATION & OPERATING
INSTRUCTION MANUAL
owners GAS-FIRED TOP VENT
manual GRAVITY WALL FURNACE
MODEL NOS.
3509622
5009612
5009622
FOR USE WITH
NATURAL GAS ONLY
pESIGN
ERIC4
Gps
7fJOct \OZ'
�fATIS
MODEL NOS.
2509611
2509621
3509611
3509621
5009611
5009621
FOR USE WITH
LIQUEFIED
PETROLEUM (L.P.)
GAS ONLY
Save This Manual For
Future Reference.
READ THIS OWNERS MANUAL
CAREFULLY BEFORE YOU INSTALL
YOUR NEW IMPROVED EFFICIENCY
WILLIAW-,WALL FURNACE
ARNING: If the information in this
manual is not followed exactly, a fire or ex-
plosion may result causing property
VIIIIIIIIII damage, personal injury or loss of life.
— Do not store or use gasoline or other
flammable vapors and liquids in the
vicinity of this or any other appliance.
— WHAT TO DO IF YOU SMELL GAS
• Open all windows.
• Do not try to light any appliance.
• Do not touch any electrical switch; do
not use any phone in your building.
• Extinguish any open flame.
• Immediately call your gas supplier
from a neighbor's phone. Follow the
gas supplier's instruction.
• If you cannot reach your gas supplier,
call the fire department.
— Installation and service must be per-
formed by a qualified installer, service
agency or the gas supplier.
WARNING: Improper installation, adjust-
ment, alteration, service or maintenance
can cause Injury or property damage.
NOTE: CANADIAN MODEL NUMBERS THIRD Refer to this manual. For assistance or
DIGIT FROM LEFT TO BE: additional information consult a qualified
1 FOR BASIC ALTITUDES - ; installer, service agency or the gas
2 FOR HIGH ALTITUDES rl �� 1 `-- supplier.
EXAMPLE:
MODEL: 3509612 BECOMES 3519612 CEC L i i`JC;,' WARNING: Do not install any of these fur -
(0 -2000 FT. BASIC ALTITUDE) naces (Natural or L.P. Gas) in mobile
OR BECOMES 3529612-o -TE CUNT'
(2000-4000 FT. HIGH ALTITUD6-NG ;, homes, trailers, or recreational vehicles.
til'/ oi� ?
Williams Furnace Co., 225 Acacia St., Colton, CA 92324 U.S.A
PRINTED IN U.S.A. 11/95 P322085
January 3, 2000
0 •
Daniel Waldron Family Trust
P.O. Box 128
Clipper Mills, Ca. 95930
Department of Development Services
Building Division
7 County Center Drive
OrovlUe, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Parcel Number: 073-280-004
Building Permit Number: 99-2586
The above referenced building plans were reviewed by this office. Please respond in writing to
each comment by creationg a response letter. Indicate which detail, specification, or calculation
shows the requested information. Your complete and clear response will expidate the re -check
and approval of this project. Provide additional information and/or make revisions to plans,
specifications and calculations as follows:
1. Enclosed is your structural plan review letter. Please have your engineer of record address
each item and resubmitt.
Plan check will continue upon reciept of all of the above items. Additional items may be required
when your plan check is resumed. If you wish to discuss any requirements, you may contact me
at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays.
Sincerely,
Martha Whitney
Plans Examiner
cc Michael Mooney
Sent By: R. C. E.;
5309948805;
ATN: 073-280-004 -- Plancheek Comn'ients '
Daniel Waldron Family Trust
Jan -3-00 12:46PM;
•
Page 1/1
The above referenced building plans were reviewed by this office. Please respond in writing to
each comment by creating a response letter. Indicate which detail, specification, or calculations
shows the requested infotmttion. Your complete and clear response will expedite the re -check
and approval of this project. .Please be sure to include on the re -submittal the engineer's "wet"
stamp, signature, registration number and expiration date on all sheets of the plans depicting the
designed elements and cover sheets of the calculations. Provide additional information and/or
make revisions on plans, specifications and calculations as follows.
1. O.K.
2. O.K.
3. O.K.
4. Provide udder-11our access for raised floor foundation, per section 2306.3 of the 1997
UBC. Provide note on plans.
5. Provide note for under -livor ventilation per section 2306.7 of the 1997 TJRC. Fruvide
note on plans.
6. Provide note for attic access and ventilation per section -.1505.1 and 1505.3 respectively of
the 1997 UBC. 1'rovide note on plans.
7. Provide calculations for 5-1/8" GLB seen on sheet 7/8 and for 6x14 garage duur header
seen on sheet 3/9. Also add note to plan stating that the glued -laminated fabrication shall
be perlomied in an approved fabricator's shop in accordance with UAC 1707.7. Note
should also indicate that glued -laminated begun inspection certificates shall be submitted
to the field inspector prior to completion of the framing inspection in accordance with
section 1704.6.2 of the 1997 UBC. Calculations have been received and are A. Please
add note mentioned above.
APN: 073-280-004 Alancheck Comments •
Daniel Waldron Family Trust
The above referenced building plans were reviewed by this office. Please respond in writing to
each comment by creating a response letter. Indicate which detail, specification, or calculations
shows the requested information. Your complete and clear response will expedite the re -check
and approval of this project. Please be sure to include on the re -submittal the engineer's "wet"
stamp, signature, registration number and expiration date on all sheets of the plans depicting the
designed elements and cover sheets of the calculations. Provide additional information and/or
make revisions on plans, specifications and calculations as follows:
1. Wall lines 2 and C do not comply with the prescriptive portion of the building code.
Please provide lateral analysis of these wall lines. If wall line C is to have an "Alternate
Braced Waff Panel", provide detail showing construction.
2. Provide detailing for shear transfer from the roof diaphragm to the foundation. Include
both gable end and eave conditions.
3. Provide detail of holdown condition.
4. Provide under -floor access for raised floor foundation, per section 2306.3 of the 1997
UBC.
5. Provide note for under -floor ventilation per section 2306.7 of the 1997 UBC.
6. Provide note for attic access and ventilation per section 1505.1 and 1505.3 respectively of
the 1997 UBC.
7. Provide calculations for 5-1/8" GLB seen on sheet 7/8 and for 6x14 garage door header
seen on sheet 3/8. Also add note to plan stating that the glued -laminated fabrication shall
be performed in an approved fabricator's shop in accordance with UBC 1707.7. Note
should also indicate that glued -laminated beam inspection certificates shall be submitted
to the field inspector prior to completion of the framing inspection in accordance with
section 1704.6.2 of the 1997 UBC.
November 24, 1999
Daniel Waldron Family Trust
P.O. Box 128
Clipper Mills, Ca. 95930
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Parcel Number: 073-280-004
Building Permit Number: 99-2586
The above referenced building plans were reviewed by this office. Please respond in writing to
each comment by creationg a response letter. Indicate which detail, specification, or calculation
shows the requested information. Your complete and clear response will expidate the re -check
and approval of this project. Provide additional information and/or make revisions to plans,
specifications and calculations as follows:
Plans have been sent out for structural review. I will notify you when I receive plan review
from our engineer.
6)Enclosed is your school fee form. Pay any required fees at district office and return yellow
copy to the building division.
3. This building looks like a combination of braced wall panels and partial lateral design.
However you do not show method, location and attachment of the braced wall panels. Please
show all braced wall panels directly on the plans.
Provide gravity load calculations, by a licensed professional for all beams supporting the
second story.
Provide two copies of truss layout with trusses labeled. Provide two copies of gable end
detail. Provide one additional copy of truss calc submitted.
6. Provide specifications on both heating units. These specifications must show that they are
capable of heating entire house per code and they must meet heating load requirements.
Plan check will continue upon reciept of all of the above items. Additional items may be required
when your plan check is resumed. If you wish to discuss any requirements, you may contact me
at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays.
Sincer
a Whitney a
Plans Examiner
r,
DRAFT COPY 4`,
RESIDENTIAL PLAN
REVIEW GUIDE
SINGLE FAMILY, DUPLEXAND
MISCELLANEOUS ONLY
Owner:!! Building Permit Number:
Plans Examiner: A. P. Number: 0 -13 - 2go -00 CL
RAL:
ming
requirements - (number of permitted living units).
ilding permit valuation.
,Plans signed by the designer.
'proper description of work on the application.
sting violations on the property.
Recorded notice of violation.
PLAT PLAN:
omplete parcel size and dimensions.
�
etbacks, side yard, easements, etc.
er buildings or structures.
rading, fills and/or drainage.
Flood hazard.
6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers,
fees).
AU & FAS road setback.
Water Tender, Traffic and Drain'age'
. Building or utilities across lot lines (record form).
FLOOR PLAN: "
,X*_'Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building
Code section 106.3.3).
x 10% of natural light and 5% of ventilation'(Uniform Building Code # sect ion 1203)."
�gress windows (Uniform Building Code section 310.4).
kylights (Uniform Building Code section 2409 & 2603.7).
Glazing in Hazardous locations (Uniform Building Code section 2406). `
equired room sizes and ceiling heights (Uniform Building Code section 310.6). r
GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210).
Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5).
X Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5).
;Garage firewall separation-,-re5uired on garage side including supporting walls and posts (Uniform
wilding Code section 302.4 exception #3).
ood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space).
oke detectors (Uniform Building Code section 310.9.1).
131
J. ter closet clearances (Uniform Plumbing Code 408.5).
Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7).
Page 1 of 2
DRAFT COPY
-40
RUCTURAL DETAILS:1.24.9 S
Conventional construction — Unusually shaped buildm&s (Uniform Building Code section 32
2. Standard bracing or engineered design (Uniform Building Code settion 2320.11.3).
,Clerestory requiring balloon framing and/or engineering. tr� c.LP.aa
Three story building requiring engineered calculations and plans. >J hra
Foundation plan complete enough to construct building.e-
Floor construction details complete enough to construct building. tpa�► Co-�.fi�
V7 Elevations and wall construction details complete enough to construct building. (I r ire SKo►^�
Roof construction details complete enough to construct building. 30
R ties or bearing ridge beam.
Fireplace construction details and calculations if necessary. a si ZG
11. rage door header size(s). Af X 17 # t pv'U►rS ra ven cz(' Z �p
12. Porch header size(s).
,3: Stud heights.
14. Expansive soil — special foundation design required. i, Lbw
Retaining walls requiring design. �,
,K. Special Inspection requirements. pre
�
17. Header sizes.la
18. Gypsum wallboard nailing inspection required. �r"ide I ad-& �;Ond
MISCELLANEOUS ITEMS: Copy 0fr'a/>9 Co. (CA
1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section
1006).
2. Guardrails (Uniform Building Code section 509).
3. Brick or stone veneer (Uniform Building Code section 1403).
Exterior plaster — weep screeds (Uniform Building Code section 2506.5).
Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2).
�. oof covering type — (fire hazard).
jY Foam insulation — protection.
X36" halls and stairways (Uniform Building Code section 1004.3.3.2).
Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2).
10. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7).
11. Attic access and ventilation (Uniform Building Code section 1505).
12. Combustion air for fuel burning appliances — LPG requirements.
13. Sound requirements. I IL
14 nergy design compliance and Supporting documentation. �Y c,a �i�(►�-n_S
15. Flashing at all exterior openings. `� 1,iivufil — /-yea
�. DF responsible area requirements. ®�
I7. Building Puirements: alej
17.1. e eq
17.2. Flood elevation certificate.
17.3. Fire Sprinklers required.
17.4. Special Inspection requirements.
17.5. Use Permit conditions.
17.6. Sub -Standard Housing letter.
Page 2 of 2