HomeMy WebLinkAbout068-400-003' f
oc�g- 400- 003
06R--346-033
MALCOLM I-IALI_ 01�-1293
15 ROSCMCL CT. ORO LLC `
CONT: O WNCR
NCWSH
063-400-003 02-0639
HALL, MALCOLM
15 ROSEMEL'CT, OROVILLE
NEW AC: UNIT
A
1
ti
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO.
(Rev. 12/96) APPLICATION AND PERMIT 02-0639
ASSESSOR PARCEL NUMBER 068-400-003
ZONING
BUILDING PERMIT
OWNER
MALCOM HALL MALOMAR CONSTRUCHON
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
. OWNERS MAIUNG ADDRESS
BOX 1001 OWATONNA MN 55060NAME
CONTRACTORS A S
OWNER
TELEPHONE
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
Fireplace
LENDER'S MOJUNG ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
UCENSE NO.
Filen Fee $
20.00
Permit Fee $
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
BUILDING ADDRESS
1
Energy Plan Checking Fee $
PERMIT FEE $
LOT NO.
SUBDIVISION'S NAME _
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: new AC unit:
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
@20.00
PERMIT FEE S
ELECTRICAL PERMIT
Fee 20.00
RLESFiling
800VMain Service 20 OA oR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is In II force and effect.POWER
�^--
License Class Lie. No. _5_7 /4?/ 5_00
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
�I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
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.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
3.^ O
X _Date
Sign ure 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. OWFlUNG OCCUP.
OR ADDNS. ( a ACC. BIDs.
SO
3.5¢FT;
NOOWN-REOSID. MULTI-OUTLETITS 97,50
APPARATUS
8 SINGLE OUTLET CIR.
Ex. Occup. OUTLET OR FIXTURES BAL @ .50
FIXED UNS
Ex. Occup. pUTg RES 6,OEA
5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE $
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling 1 15.00 15.00
Hood 6.50
Ventilation
PERMIT FEE $ 35.00
Mobile Home Installation Fee $
Energy Inspection Fee $
OCC
CONST. TYPE
TOTAL FEE $ 35.00
HA2.
p. FEES IMP
I FLOOD
I CDF
PARCEL
I PD
I HD
I ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County C e and/or Resolutions to do work
indicated ove for whic, fees have been paid.
/
By Date 3-22-02
PERMIT EXPIRES ON 3-22-03
Date
Receipt No. , 0
WHITE-D.D.S.-B-.. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
CLIMATE PRO® FIBER GLASS BLOWING WOOL
Your home has been professionally insulated to provide
a guaranteed thermal resistance.
STATE Q_ft W
RECORD OF INSTALLATION
BLOWING WOOL
NEW CONSTRUCTION IF RETROFIT:
❑ RETROFIT DEPTH OF PREVIOUS
NUMBER OF BAGS USED 3 1
INSULATION
INCHES
AREA INSULATED 1, ('3 O
ESTIMATED R -VALUE OF
SIO. Fr..
PREVIOUS INSULATION
IN,
SQ. FT.
THICKNESS OF INSULATION 1101%4
T1PE(S) OF PREVIOUS
INCHES
INSULATION IN ATTIC
R -VALUE OF INSULATION
Installed
The number of bags
BATTS AND ROLLS
R -VALUE THICKNESS
CEILINGS 3 2
WALLS 1.5
FLOORS
AREA INSULATED
I .Z IN.
� SQ. FT.
IN.
SQ. FT.
IN,
1 3b D SQ. FT.
IN,
SQ. FT.
IN.
SQ. FT.
IN.
SQ. FT,
CLIMATE
PRO, BAG WEIGHT - 25 LB. NOMINAL
R -VALUE
MINIMUM
BAGS PER
MAXIMUM
MINIMUM WEIGHT
THICKNESS
1000 SM FT.
NET COVERAGE
-PER S0. FT.
To obtain an
Installed
The number of bags
Contents of
The weight per
insulation
insulation
per 1000 sq, ft. of
this bag should
sq. ft. of installed
resistance
should not
net area should not
not cover
insulation should
(R) of
be less than:
be less than:
more than:
not be less than:
11
53; in.
7.0
142 sq. ft.
0.176 Ibs.
19
8Y4 in.
12.5
79.9 sq. ft.
0.313 Ibs.
22
10 in.
14.6
68.4 sq. ft.
0.365 Ibs.
26
1134 in.
17.2
58.0 sq. ft.
0.431 lbs.
30
13 in.
20.0
50.0 sq. ft.
0.500 Ibs.
38
163, in.
26.3
38.0 sq. ft.
0.659 Ibs.
44
18y in.
30.5
32.8 sq. ft.
0.763 Ibs.
50
20% in.
35.5
28.2 sq. ft.
0.886 Ibs.
60
23% in.
43.0
23.2 sq. ft.
1.076 Ibs.
INSULATION
ppCONTRAcTORSIGNATURE ,r\�� ,` DATE t`L-3o"_'
COMPA,N'YQA"I A AH Y'a�.�l6>`AI DRESS i `1 `� v 9 4 � PHONE g� -C fib(
HOME BUILDER SIGNATURE
COMPANY ADDRESS PHONE
II
Johns Manville
�m
Johns Manville Corporation, P.O. Box 5108, Denver, CO 80217-5108, Internet: http:/Avww.im.com. For more information call 1-800654-3103.
VC -1914 7H7
CO!po/.Cion
n
NOTES RESIDENTIAL
1
MALCOLM HALL
15 ROSEMEL CT. OROVILLE
t CONT: OWNER
NEW SF
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
OFFICE COPY
y
Address
y•v' i
FGASwt`
Meter By ,M; -Date
EL F"a` t
M y :..
M�fec-By ��Y=P
ELECTRIC
Meter By
JOB FINALED D to
_ Signature
3
= OK
0 = Not OK
- = Not Applicable
= Not Ready
r
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
1.
Zoning Requirements -Setbacks -Easements
.4.
2.
Soils; Special MH Support Sketch
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
3.
Sewer; Location -Test -Fall -C/O -Concrete
t 7.
4.
Water; Location -Test -Easement Needed (Sketch)
Frmg.; Sills -Anchors- Studs- Rftrs-Trusses
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
10.
6.
Gas; Location -Test -Wrap;-/ /" L'ft.
/ P Nat. or / /"Uftd PLPG
Ext.; Steps -Doors -Landings
7.
Well Clearance & Disconnect .
8.
Utility Clearance
Date
Card B-1 Date Card B-1
Date
` '
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
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 Cent.
-
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.
t 7.
Electric
8.
Frmg.; Sills -Anchors- Studs- Rftrs-Trusses
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-
ntries-Terminals-Listed-'
-4
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Panelboards-Ins. to Main in Conduit
9.
Health Department Approval `
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche w
Date Card B-1 Date ' _'Card B-1
Date Card B-1• Date Card B-1
✓ = OK
0 = Not OK
= Not Applicable RESIDENTIAL
= Not Ready _
Date ' %_'k."' q. rfloor (Plans) OK except #'s
Zog-etbacks- Ease ments-Flood- Slope
(iltg_ Main; Soils-Elec. Grnd.- ZJ%Fig. Depth
tg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth
4. Fla.. Porches & Decks: Soils -Steel-/ P' Fla. Depth
5. Stemwalls, Main; Ste el-Blockouts-Wrapped
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
(Single & Duplex)
6a.
Hol Downs and Special Anchors
Lol<lab,
Steel -Wrapped
8.
Pier Fireplace Ftg.-Steel
W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10.
OF Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
Date
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
Attic Access & Platform if Furnace in Attic
Date
Card B -1J Date Card B-1
Dat r
Card B-1 Date Card B-1
Date_,PLUMBING
(Permit) OK except #'s
Water Htr.; Vent -Access -Combustion Air Baffle
Q -Water Pipe; Test & Anchor -Nail Protection
D W.V.; Test Fittings & Anchor -Nail Protection
2,ower
Pan; Test, First Floor -Tub Access
Test Tub & Shower, Second Floor -Tub Access
2
Gas Pipe; Sixe & Anchors
Date ! Z
Card B-1%- Date Card B-1
Date
Card B-1 Date Card B-1
Date
ECTRICAL (Permit) OK except #'s
6Kjkxture
& Transformer Clearance -Ins. Protection
4.
E lag ceptacles Spacing -Lights & Switches at Doors
e Boxes & No. of Conductors Stapled
6
Romex Installed Close to Edge of Studs & C.J.
Ltaip. Ground made up w/Mech Fasteners -Bond Gas & Water
41'f8. 2 Appliance Circuits in Kitchen & Conductor Size GFI
Sueed Wire Size / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al
30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At
Insulated Neutral O Yes O No
Service -Riser Conductors & Ground Main Disconnect
Date Card B-1 Date Card B-1
Date RAMING (Permit) OK except #'s
Sills Proper Materials & Anchors
—Walls Studs -Nailing Spacing & Braces -Plates -Sound
W- nearing Walls over Girders & Floor Nailing
Draft Stop in Walls (rat proof)
L44'.�_Firja Stops, Furred Ceilings -Stairs -Chasers -Tubs
Headers & Beams -Size & Bearing
Date FRAMING (Continued)
Hangers -Post Caps -Anchors -Connectors
'ing. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring.
48. Fireplace Ties or at Clearance
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
Garage Fire Protection Framing
roperty Line Firewall & Openings
Jit. Doors -One 3' -Check Garage 3rd Story, 2 Exits
P�rs; Width -Headroom -Rise -Run -Landing -Fire Protection
L115—
. Plywood on Roof Overhanq-Attic Vents -Rafter Outrioaers
Stuc Mesh -Drip Screed -Fd. Vents-Underflr. Access
Glazing Area -Glass Protection -Skylights -Plastic
59. S alts; Nailing -Bolts 6-r LZ _teXA///1:
lExterior Wall
61. Insulatiod-Wallr2 ei s`K_—%
62. Infiltration -Walls- Windows
Date Q Card B-1 IbiP Date Card B-1
Date Card B-1 Date Card B-1
Date fFINAL (Plans) OK except #'s
AaO'V. Steps -Door & Sidelight Protection -Landings
Smoke Detector
mace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
edroom Exiting
.F.I. & Bath Fixtures & Tub Access -Spa
utft!5 Trim & Subpanel, Breaker Sizes & Labels
Lairs & Rails
ire 1 ce or Stove, Clearance -Hearth
7 Ie�Outlets at Wood Panel, Int. & Ext.
Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
lec utlets & Receptacles at Kit. Counter
Garage Fire Door; Swing -Landing -Closure
A.C. Duct in Garage -Damper
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in rage; Above Floor-Mech. Protection
Plb., Elec. fisted for Location
Stec. Receptacles in Garage (F.F.I.)-Romex Protection
(solation -Foam -Looked in Attic
Construction -Post Caps
94 E+. VBaa c & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor O Yes
82. Following Instld./Driv – No/Walks pW�j No/Planters J Yes
tucco Brown -Finish
84. .C. Unit Disconnect, Electrical -Plumbing
a
nts Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings
Water ell, Disco , Electrical, Plumbing
8 xterior Elec. Trim, G.F.I. Receptacle -Underground
A88 ntilation Throuahout House
from
91.
Wat Sewer Connected -C/O to Grade -HD Approval
(38�jfnergy Compliance Certificate -Other Certificates
Address Posted
Date Card B-1 Date Card B-1
DatQard B-1 Dated Card B-1
Datel Card B-1 Date Card B-1
Comment Final:
IT 'Irnwwr W, WON
Owl- W
._ Equip. Clearances Panels-Motors-Mech. Equip.
51'
othes Closet Light -Shower Light -Spa Light
Smoke Detector
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
('35-'A.C. Ducts Insulation & Support
056- Vent Fan, Exhaust above insulation
ndensate Drain & Overflow, Size & Grade
K. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet
Attic 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
Sills Proper Materials & Anchors
—Walls Studs -Nailing Spacing & Braces -Plates -Sound
W- nearing Walls over Girders & Floor Nailing
Draft Stop in Walls (rat proof)
L44'.�_Firja Stops, Furred Ceilings -Stairs -Chasers -Tubs
Headers & Beams -Size & Bearing
Date FRAMING (Continued)
Hangers -Post Caps -Anchors -Connectors
'ing. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring.
48. Fireplace Ties or at Clearance
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
Garage Fire Protection Framing
roperty Line Firewall & Openings
Jit. Doors -One 3' -Check Garage 3rd Story, 2 Exits
P�rs; Width -Headroom -Rise -Run -Landing -Fire Protection
L115—
. Plywood on Roof Overhanq-Attic Vents -Rafter Outrioaers
Stuc Mesh -Drip Screed -Fd. Vents-Underflr. Access
Glazing Area -Glass Protection -Skylights -Plastic
59. S alts; Nailing -Bolts 6-r LZ _teXA///1:
lExterior Wall
61. Insulatiod-Wallr2 ei s`K_—%
62. Infiltration -Walls- Windows
Date Q Card B-1 IbiP Date Card B-1
Date Card B-1 Date Card B-1
Date fFINAL (Plans) OK except #'s
AaO'V. Steps -Door & Sidelight Protection -Landings
Smoke Detector
mace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
edroom Exiting
.F.I. & Bath Fixtures & Tub Access -Spa
utft!5 Trim & Subpanel, Breaker Sizes & Labels
Lairs & Rails
ire 1 ce or Stove, Clearance -Hearth
7 Ie�Outlets at Wood Panel, Int. & Ext.
Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
lec utlets & Receptacles at Kit. Counter
Garage Fire Door; Swing -Landing -Closure
A.C. Duct in Garage -Damper
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in rage; Above Floor-Mech. Protection
Plb., Elec. fisted for Location
Stec. Receptacles in Garage (F.F.I.)-Romex Protection
(solation -Foam -Looked in Attic
Construction -Post Caps
94 E+. VBaa c & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor O Yes
82. Following Instld./Driv – No/Walks pW�j No/Planters J Yes
tucco Brown -Finish
84. .C. Unit Disconnect, Electrical -Plumbing
a
nts Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings
Water ell, Disco , Electrical, Plumbing
8 xterior Elec. Trim, G.F.I. Receptacle -Underground
A88 ntilation Throuahout House
from
91.
Wat Sewer Connected -C/O to Grade -HD Approval
(38�jfnergy Compliance Certificate -Other Certificates
Address Posted
Date Card B-1 Date Card B-1
DatQard B-1 Dated Card B-1
Datel Card B-1 Date Card B-1
Comment Final:
IT 'Irnwwr W, WON
Owl- W
�. -_ _!. _ .r .1'�.-..:fLi .wa+'a..F?! �TR'f^'� .. ...� syy'•...-�.e+w-�w-.- ._� .�,.�,��+r. 7
�~ COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES.
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
ase/contact this office immediately.
Tf,
Er�4
COUNTY OF BUTTE
:.: Ri nt nimr_ nivicinm
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 -County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE - /.
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
}, above address and should be corrected. Please notice this office when correction of work is t
completed. If you have any questions pertaining to this matter, or need additional explanation,
please ntact this office immediately.
... r1
�/' , ( 2, , '- �' ' -! � - 2 64L
C
Date •� J� f Inspector
REV 492
I
COUNTY OF BUTTE
Lr .
' BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (53b) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
I CORRECTION NOTICE
OWNER PERMIT NO.
;- A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please 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.
1' /v w z o� _� /
Date Inspector �f!�
REV 1 1 2 '
MICHAEL M,OONEY :S.A MADRONEAVE.
Civu ENGINEER. u OnoviuEXA 95966 '
` RCE 20647, - (530) 533-2131 FAX 534-0902
`Butte County : ' July `24, 2001
Development Services Department fi
Building Division
7 County Center Drive"
Oroville, CA 95965
Re. Malcolm Hall w ;
Lot 3 ,
Hold downs and two pour. a
I have reviewed the hold down situation and conclude that the
hold. downs as shown will be :adequate-..
The -hold downs -at. line 3 •.for the 32" .panels have. a maximum
allowable tension force of 2035 pounds at 2000'psi concrete. Ilam
confident that at 2500 "psi -concrete the.y.. will carry design force (2188.
pounds). ,
Thank you for,your consideration and patience.r
p
PRI
HA s�o
Yours,
CgOFORN#p
Michael Mooney
4
My license•expires 9-30-01
R
0
CO9SNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO.
:Rev. 12/96) APPLICATION AND PERMIT lal- l aei3
ASSESSOR PARCEL NUMBER
068-346-023
ZONING
AR
BUILDING PERMIT
OWNER
:MALCOLM HALL MALOMAR CONSTRUCT 0
TELEPHONE
'OA42
SQ. FT. OCC. BUILDING VALUATION
2042 R 114
3 2. 00
. OWNERS MAILING ADDRESS
PO BOX 1001 OWATONNA MIN 55060
625 U 11
250.00
CONTRACTOR'S NAME
OWNER
TELEPHONE
251 C 3, 263.00
CONTRACTORS MAILING ADDRESS
i
CONSTRUCTION LENDER
Fireplace 1 1,500.00
LENDER'S MAILING ADDRESS
Total Valuation $ 130.365.00
ARCHITECT OR ENGINEER
LICENSE NO.
Filen Fee
$ 20.00
Permit Fee
$ 748.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$ 486.20
BUILDING ADDRESS
15 RQSR4M$
Energy Plan Checking Fee
$ 23.00-'
PERMIT FEE
$
LOT NO.
LOT 3
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Pee 20.00
Each Trap
1 7-0070.00
USEOFSTRUCTURE
SF !X Duplex ❑ Mobilehome ❑ Other
SPECIFY
Solar or heat pump water heater
23.00
Water piping
15.00 x_,5,00 j
Each gas water heater or vent
15.00 15.00
TYPE OF WORK
New N Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: NEW SF
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
920.00
PERMIT FEE
$ 150.00
ELECTRICAL PERMIT
Fling Fee 20.00
Main Service 200AORLESS
23.00 23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.PSINGLE
License Class LIC. No.
OWNER -BUILDER DECLARATION
Aaffirm under penalty of perjury that I am exempt from the Contractors License
he following reason:
s owner of the property, or my employees with wages as their sole compensation,ll do the work, and the structure is not intended or offered for sale.
Ed�l, 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 the permit is for work of a valuation
/ of one hundred dollars ($100) or less.)
e I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
with tho, a provisions.
forthwith comply s
X � Date S�j!4,
Signature of Applicant - ❑ wrier/ ❑ 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 TO
46.00
CCU000A
NEW CONST. DWELLING OCCUP.
DWE200ALLING
OR ( a ACC. BLDS.
SO
3.50'
CNS.
NEW CONST. MULTI -OUTLET 7.50
NDN-REslo. c @
b OCIR.CWER APUTLETPARATUS
Ex, Occup. OUTLET OR FIXTURES BAL @ I .50
Ex. Occup. OFIx�e A oR�
5.00
Tem orar Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring23.00
PERMIT FEE $ 43.00
MECHANICAL PERMIT Fling Fee 20.00
Heating 4 TON
25.00 25.00
Cooling SPLIT SYSTEM 25.00 29-00
Hood
6.50 90
Ventilation 2 4.50 9.00
PERMIT FEE $ 85.00
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
R3
CONST. TYPE
VN
TOTAL FEE $ 1.555.70
HAZ.
X
D. FEES
X
IMP
X
FLOOD
X
COF
X
PARCEL
X
PD
X
11
ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By JDatp
PERMIT EXPIRES ON
Dere
Receipt No. &2q` /5,�.%D
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
}
-.:;�.24:..� "h�l�.LyS:�.'re•°Pi•��Sii i.,"C4:�`-',•�sk r:`'r'c'.8-. hs�'���►��r��+:�'� �'��7cq.�13'P �"�i�°r%�� ��'�:;!�t'W�S ....,�,�'.
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, C�, EFORNIA 95965 - TELEPHONE (530) 538-7541 ,
1 '` •
PERMIT APPLICATION DATA SHEET0 k2 25 _ �l to ., G 2
OWNER: 114 MA 1 146 ASSESSOR PARCEL ER:
Proposed Buildin se: Building Inspector: a -P. Date: a
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
Date Received By
Eltil items have been submitted--------------------------------------------------------------------------------------
;,Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------_
TP
�W,..
Com Tete plans, 3/4 sets, signed b the r arer of plans -----------------------------------------------------
4 s " �1"
,.f. r, ,. P P >� Y P eP PQj
pj�- _ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- -- j – rl �.ngineered truss details and layout in duplicate (required prior to plan review) No faxes!------------------ Design Compliance and supporting documentation. ---------------------------------------------
Energy–
❑ 7?` Statement of Intent for Non -Heated and A/C Buildings. ---------------------------------------- ------------------
El 8" Hazardous Material Form. ------------------------------------------------------------------------------------------
E19; Manufactured Home data and installation instructions including Tie Down Specifications .------------------
10. Fees of $ -------------------------------------------------------------------------------------
1
' 1 .Imnact fees as shown on the attached schedule. -------------------------------------- ----- - ------ D I 90�(
-
I ornia Department of Forestry plan approval/fees- ----- � --�-d- vl --- '---ID
1 . Flood elevation certificate. ---------------= ----------------------------- --------------- n
4. Sanitation and plot plan approva Uj ealth Department..QLT_%----------------------- / AM&I
015. City of Chico plumbing permit. -----------------------------------------------------------------------------------
❑ 16. Plot plan and business license approval from the City of Biggs. ----------------------------------------------
I'l
O 17. Planning approval for (A)•Use: K (B) Parking: -------------------------- 6–�=—
❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, m4xgal Parcel. -----------------------
❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ----------------------------
❑20. Pre -inspection for ?required. Request to Building Inspector on
❑21. Contractor's license information. (Number, Name Style, Classification).
❑22.Wor s' Compensation carrier and policy number. -----------------------
❑ weer -Builder Verification (Given to owner ❑, Mailed to owner ❑). -
Letter of signature authorization. --------------------------------------------
r5. Recorded copy of Agricultural Acknowledgment Statement. -------------
❑26. Letter of intent on building use. ----------------------------------------------
027. Manufactured Home utility clearance.
❑ 28. Existing violations and/or expired permits. ----------------------------------------------------------------------
t
❑29. ❑❑
433 A, Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . -----`i--------
030.
-------
❑30. Other:------
a� nen you issue the permit, process as follows ❑ Mail to owner, Wail to contractor,
Telephone c.) o / J �2 (lel and hold for pickup at t:J t ovd/'e office. ❑`
aL—_/Le!IN Cort$/01 14–. APPlicant:
Copy of Haz-Mat form sent ❑ Health Department, ❑ Frre D artrnent Air ollution
Copy of plans sent ❑ Health Department ❑ Fire Departure er'
(Date)
jnspector.
0
_.1
1. Index permit application for the above items numbered: ❑ Plan Check List
2. Additional items required:
Contractor, designer, owner, was advised of the above required data by phone, , ❑MgU*
to counter, by ate:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildtion 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:
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.
PERMIT NO.: 50-01
Lake Oroville Area Public. Utility District
1960 Elgin Street ;
OROVILLE, CALIFORNIA 95966
' 533-2000
DISTRICT APPROVAL AND
VERIFICATION OF INSPECTION
BUILDING SEWERS
This verification form must be submitted to the Butte County Department of Public Works Building
Department prior to issuance of a building or occupancy permit, whichever is applicable.
Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification '
form, signed off by Lake Oroville Area Public Utility District,'m,ust'be submitted to Butte County.
Date: July 2, 200.1
Applicant: Halamar Construction
P O Box 1001
Applicant Address: Owatonna, -24N 55060
Applicant Phone No.: (507) 455--;0442 '
Property Locations(s): 15 Rosemel `Court
Melrose F:stat-Ps , T,nt #3
A.P. No.(s): 068-3.4.6-023::-3
Fees due: $3078:89 Total $1503.89 Capacity Charge, $575.00
Connection Fee, $1,000:00 Regional Facility Charge
Paid, Check. #270
Application for service approved:
LAKE OROVILLE AREA
• . PUBLIC UTILITY DISTRICT "
Inspection(s) made and successful test(§) observed: f
Location: Date:—
By-
ate: By: '
Lake Oroville Area Public Utility District release to close permit:
Date: By:
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541.
YM ii � I#/
PROPOSED BUILDING USE
SCHEDULE OF FEES DUE
1. BUILDING PERMIT FEES
--Balance Due ...............................................:........ $
--Additional Fees Due ............................................ $
--Additional Fees Due ............................................ $
--Revised Plan Checking Fee..' $
a^-2.' SCHOOL DISTRICT FEES IGUf II,� QL°19V(1t&7Q�'-
(paid at District Office) g� Jv 7--l-v%
3. 'SHERIFF FEES (paid at Building Division)
Residential ....................................
Units
Commercial (sq. ft.) ...................... x $0.03 = $
Sq. ft.
4. URBAN AREA FEES
Residential ............................ x = $
# Units Amt.
Commercial (Sq. ft.) ............. x =$
Sq. ft. Amt. .
5. RECREATION DISTRICT FEES
6. THERMALITO DRAINAGE DISTRICT FEES
$510.00 (paid at Building Division)
7. S RE INSPECTION AND PLAN CHECK
$89.00 aid at Building Division)
8. WATER TENDER FEES (Battalion # )
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
10. OTHER
A.P. # 1916
DATE
RECEIPT # DATE REC.
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 �KPq
DATE
Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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. 6/00)
I
School District �
IR}'7�'�".ik'rf'ft-try
BUTTE. COUNTY SCHOOLS'IMPAGM-FEE CERTIFICATION FORM
.i�Vw
(One f"Irm per'BuildIA:F'ing)
�y Building Department No.
A. llumber "3 � 3 Jurisdiction: v City County
ir�7 H
Property'Cwvrler
Property Location/Address ✓ �j(�Q� `'^/!/`t
Subdivision Lot No.
• f
ya .�...............................................................................................................
Residential Development � Sq. Footage
No of Living Mobile Home Addition 'Supplemental to (Group R) -
Units Installation Conversion Permit #
'(No foundation inspection)::
..................................................................
Com mercial/Industrial
Building Department Represent;
0 0
New Addition
(Floor Plans reviewed
sisv • .
School District Personnel)
District Identification- No.
School District certifies that
/x/.c:-C
LA_
Sq. Footage
(Including Exterior
Roofed Areas)
Date
a
(Applicant)
L r
(Street Address) (Phone Number)
CSS - CAM 6
(City)' (State) (Zip Code) t p/
'has'complied with the requirements of Resolution No. 9 by payment of $
representing �� 7` ��— square feet. AB 2926 $
FULL MITIGATION $
School District Representative _ • o Date.
Paid by Check # � Remarks:
Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with
s' 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 ori the school district's schools.
White (applicant), Yellow (building department), Pink (school district)` feeform.xls (10/98)dmm
CONNECTION PERMIT
APPLICATION FOR SEWER CONNECTION AND SERVICE FROM
rLAKE OROVILLE AREA PUBLIC UTILITY DISTRICT
tX_t/ ll ll/VKXAtIL hereinafter referred to as "Applicant",
being the properly owner or owner's anent do siring ;ewer service, hereby requests Lakc Orovillc Area Public Utility
Di:;lricl, hi;rr,in;_rllr.r rulc:rwd to ;"i:: "I)i:..lrit l to connuct Appliconl';-;uwogc: di:;l>U::jI line to Di;;lri(X.--, :;.rniloly : c,wr,r
•sy:;lCnr ;"nrd to providu :;uwcrayc ,;Crvrcu. '
Location of properly: �A. P.M: 3`� ` 3
Subdivision: &.0 LU Leta Lot/k J? Block/k
Property Annexed
❑ Properly Nol Annexed
❑ Property Annexation in Progress
Kind of Service:
OILcsidential
/E5. Residence of Owner
❑ Rental (single family)
❑ Rental (duplex) ❑ Apartmen
❑ Industrial
Commercial
E) Site plan reviewed E]Jobsite reviewed
No. of E.D.U.'s this permit:
Multiplication Factor:
'Monthly Chargcs: � 3
Capacity Charge: I So3 ,
S
` Connection Fee: oap
Apartment SC -OR Facility Charge:
�9
Total Amount Payable This Permit:
Remarks: V) &h,076 CZ—X/� 0�
The service applied for hereby shall be in accordance with the conditions hereinafter set forth and Ihc ordinances,
rules, regulations and policies adopted, or to be adopted, by the Board of Directors of District, all of which Applicant
agrees to abide by and fully perforni. Applicant a�jrces to pay for such crvicc al talc; and charrlcs as arc
established by Dislricl frorn lime to lime. C
� k
/ A Ct��s%r/VVi�
XZ:A_iof Applican Name of Owner if not Applicant
WC
Mailing Address of Applicant r Mailing Address of Owner
Phone Il of Appficanl:_ 15 / -'Sc ` LI Phone It of OwnJ('01>
�_CONDITl0N_S OF ACCEPTANrr OF.S.EW.ERAGF_SERVICF,, ,-._., --,
J. In accepting this application, District does not hold itself liable to Applicant for failure to perform any of
(lie obligations imposed upon it or assumed by it under [his application if such failure be caused by accident, Act of
God, fire. strikes, riots, war, lack of capacity in SC -OR Ircalmenl/disposal plant or District's lines to handle the
sewage or nay other cousc beyond reasonable control of District.
2. Installation of the sewer Jcrvlcc line pertinent to this application shall conform in all respecls to District's
specifications.
3. Applicant shall secure permil(s) as necessary from the County of Butte prior to doing any work,
including encroachment-perm.its when work is within county right of way.
4. Installation of the subject sewer line shall be at the sole cost and expense of Applicant.
5. Actual conncclion of Ihc subjccl sewer service line to District's sewer mainline s -hall be accomplished by
District staff.
6. All work shall be inspected and approved by District.
7. This permit is valid for one (1) year. If work is not completed within said year, permit renewal will-bc .
required, together with payment of any increase in capacity fee,-conncclion fee ane!/or SC -OR Facility Charge.
fi.
District v&ificalion form must be issued with This permit.
Payment of fees/Charges required prior to final LAKE ORO LE AREA P.U.D: .
inspc 'o P yment received by: ' ��
Dole: r7 _,Receipt By.
❑ CASH OCHECI< It CZ -7 Dale:
Permit !l: 5D-,
'Monthly charge payable at the current rale at time of connection.
PLANNING DIVISION -BUILDING_ PLAN APPROVAL
^ Use: I< - Date:
Parking: Landscaping:
14 Other:
E— .,
t'
-Q.
'a
-
PLANNING DIVISION -BUILDING_ PLAN APPROVAL
^ Use: I< - Date:
Parking: Landscaping:
14 Other:
§ 26-24 BUILDINGS § 26-24
regulatory flood elevation; or, such nonresidential struc-
tures, together with attendant utility and sanitary
facilities, shall:
1. Be floodproofed so that below the base flood ele-
vation the structure is watertight with walls sub-
stantially impermeable to the passage of water;
2. Have structural components capable of resisting
hydrostatic:and hydrodynamic loads and effects of
+' buoyancy; and F
3. Be certified by a registered professional engineer
or architect that the design and methods of con-
struction are in accordance with accepted stan-
dards of practice for meeting the provisions of this
. ; paragraph.
.t
(2) Require within any AO Zone that all new construction and
substantial improvements of residential structures have
the lowest floor elevated above the highest adjacent grade
' 'at least one (1) foot higher than the depth number specified
in feet on the official map (at least three (3) feet if no depth
number is specified. Nonresidential structures shall either
meet the requirements of.this subsection or be floodproofed
in accordance with the requirements of subsection (b)(1)b.,
above. ,
(3) Assure that in regard to manufactured homes specific
anchoring requirements are as follows:
a., Areas designated Zone A and AO:
1. The lowest floor elevation of new manufactured
homes and substantial improvements to manufac-
tured homes shall be elevated one (1) foot or more
above the regulatory flood elevation.
` 2.' 'All manufactured homes and additions to, manu-
factured homes shall be anchored to resist floata-
tion collapse or lateral movement bygone (1) of the
following methods: 9,
,(a), By providing an anchoring system designed to
withstand horizontal forces of fifteen (15)
pounds per square foot and uplift forces of
nine (9) pounds per square foot; or
242.6.13 Supp. No. 6-96
FROM HALL CONSTRUCTION INC PHONE NO. 507 455 0442 Jun. 28 2001 05:51PM P1
''J VPi'-�L'-cU'�12 11 1 HM I.. INDr7 RMt'S .i3® a:d 9 53s�, F'. eft r
makkohn Hell
P.O. Bal 1001
Qwatopffil, MN SSW
5077455.0442
lww 28, 2001
,
Butte County Building IDep wftcnt
0mv1e, CA 95965
please amcpt this Ismer as autharizaiion for Linda Aisles to act as my agent &sr matters
ponaong to bu&ik% plans for lot 3, Malmse Estates, a portion of AP# 069-346-023,:
�irtccrely,
im H4 Prat l
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647
Job Number 1011-04-64 Page
Job Name Lot 3/Malamar
Assessor Parcel No.
Date May 25, 2001
Analysis UBC 1997
Dead Loads Live loads
Roof
Comp 6.0
1/2" plywood 1.5
Framing 4.5
Insulation 1,
1/2 Gyp 2.5 15 psf, 16 psf.
Wall
Stucco' 10.0
Plywood 1.5.
Framing A.5,
1/2 gyp 2.5
Insulation 1.0 17 psf.
Floor
Slab 50.0 40 psf.
Lateral loads
Wind
P = .Ce.Cq q I where
Exposure B
C6,= 0.62@ 15 feet Cq = 0.3 in/ 0:9 out windward roof q 14.5'psf @ 75 mph
0.67 @ 20 feet 0.7'out leeward•roof I = 1
0.72 @ 25feet 0.8 in windward% wall
0.76 @ 30 feet 0.5 out leeward wall
Seismio
V=2.5CaIW/1.4R
Ca=0.36,I= 1,R=5.5/4.5
Soil Bearing
1500 pounds per square foot
Friction = 0.35
Lateral bearing — 250 psf/ft.tA
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ICHAEL M OONEY s A MADRONE A vE.
CIVIL ENGINEER ORovttLE, CA 95966 (2
RCE 20647 (530) 533-2131
Butte County May 21, 2001
Development Services Department
Building Division
7 County Center Drive
Oroville, CA 95965
Re: Truss calculations
Lot3/Malamar Const.
I have, reviewed the .truss calculation,s for, this -job. My review
includes identifying and locat�i'ng loads in excess of 3000 pounds.
Where inadequate, foundation elements have been revised to'reflect a
maximum design bearing load of-1500 pounds per square foot.-
Thank you for your consideration- and :patience
Yours,
Mit ael Mooney
M,y license expires 9-30-01'
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Water closet clearances (Uniform Plumbing Codp 408.5),
.-IT'Shower compartment minimum 1024 sq. in. &. 30". circle (Uniform Plumbing Code, 412.7).
17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support
all loads (Uniform Building Code section -1806.3).
STRUCTURAL DETAILS:
1.Brace * d wall panels shall start at not more than 8 feet from * each end of a braced wall line. Braced wall panels
must ' be inline or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not
exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced Wall
linis.must be continuous throughout the structure. o Go � t_ -,"Y r - POVE-41 'NE�S 4LIJ I J
2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building
that do not comply with the Uniform Building Code. This must include the designees "wet" stamp, signature,
registration number and expiration date.on'all sheets of plans depicting the designed elements and cover sheets
of calculations.
Clerestory requiring balloon framing and/or engineering.
Foundation plans complete enough to construct building (Uniform Building Code Table 18-1-C).
Floor construction details complete enough to construct building.
Elevations and wall construction details complete enough to construct building.
oof construction details complete enough to construct building.
Fireplace construction details and calculations if necessary.
Garage door header size(s).
Porch header size(s).
ypical header size(s).
Stud heights.
High expansive soil - special foundation design 6 required.
g walls requiring design.
ypsum wallboard nailing inspection required.
if' e area below the I ' owe'st floor is fully enclosed, than a minimum of two openings are required with a total
net area of at least one square inch for. every square foot of area enclosed with the bottom of the openings no
m6re.than one foot above grade. Alternatively, certification may be provided by a registered professional
engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls.
-Building must be designed and anchored to pie.vent floatation, collapse or lateral movement. Construction
:design requirements must. be shown on the building plans.
El&tric, heating, ventilation, -plumbing.and air conditioning equipment and otherservicefacilities shall be
designed t
conditions
located so as to prevent water from.entering or accumulating with the components during
Z( of flooding.
M1SCELLA OUS ITEMS:
tSta"ay details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006).
G * uardrails (Uniform Building Code section 509).
Brick or stone veneer (Uniform Building Code section 1403).
xterior plaster - weep screeds (Uniform Building Code section'2506.5).
�
Guardrails
j
B
.Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2).
Ioarn insulation - protection.
36" halls and stairways (Uniform Building Code section 1004.3.12).
Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2).
Underfloor
nderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7).
Attic access and ventilation (Uniform Building Code section 1505).
bouna requirements.
Energy design compliance and supporting documentation.
CDF responsible area requirements.
ING PERMIT REQUIREMENTS:
I., SRA.
2. Flood elevation certificate.
3. El Fire Sprinklers required.
4. D Special Inspection requirements.
5. 0' Use Permit. conditions.
6. El Sub -Standard Housing letter.
Page 2 of 2
RESIDENTIAL PLAN
REVIEW GUIDE
SINGLE FAMILY, DUPLEX AND
MISCELLANEOUS ONLY
Owner: Building Permit Number: ,4 l— /,-Z9 3
Plans Examiner: Linda Simpson A. P. Number:
GENERAL:
J.1 -Zoning requirements – (number of permitted living units).
Plans signed by the designer.
,01Proper description of work on the application.
`4-. Existing violations on the property.
0j. ecorded notice of violation.
�6. Building permit valuation.
PLOT PLAN:
Complete parcel size and dimensions.
Setbacks, side yard, easements, etc.
Other buildings or structures.
Grading, fills and/or drainage.
Flood hazard
pecial con'ditio on arcel Map:
Noise ❑ SRA_j< Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑
Federal Aid Rodfie anor Federal Aid Secondary Route setback requirement
Building or utilities across lot lines (Lot merger approval by Butte County Land Development)
FLOOR PLAN:
. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3).
10% of natural light and 5% of ventilation (Uniform Building Code section 1203).
Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimum net
clear operable height dimension shall be 24". The minimum net clear openable width dimension shall be 20".
When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than
44" above the floor (Uniform Building Code section 310.4).
Skylights (Uniform Building Code section 2409 & 2603.7).
i. Glazing in Hazardous locations (Uniform Building Code section 2406).
Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this
section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet
measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1)..
All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in
- any dimension (Uniform Building Code section 310.6.2 & 310.6.3).
GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 2.10).
Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be
used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath, -
r bedroom (Uniform Plumbing Code section 509.0). _ • <
uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom; or in
a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code. section 304.5).
Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building
Code section 302.4 exception #3).
nder no circumstances shall a private garage have any opening into a room used for sleeping purposes
(Uniform Building Code section 312.4).
Wood stove location - Alcove – UMC section 205 confined space & 223 unconfined space & 304.2).
Smoke detectors (Uniform Building Code section 310.9:1).
Page 1 of 2
MICHAEL MOONEY
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TABLE OF CONTENTS TOC
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Project Title.......... MALAMAR CONST. #3 Date..05/08/01 21:51:03
Project Address........ LOT #3 ROSEMEL CT. ******* ---------------------
OROVILLE, CA. 95966 *v6.00*
Documentation Author... Barry Rubanoff ******* B ildir}g� rmit #
Barry Rubanoff J l(Op l
P.O. Box 1123 Plan Check / Date
Berry Creek, CA 95916
530-589-4102 Field Check/ Date
Climate Zone.. ..... 11 ---------------------
Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc.
-------------------------------------------------------------------------------
MICROPAS6 v6.00 File-MALAMAR3 Wth-CTZ11S92 Program -TOC
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #3
--------------------------------------------------------------------------------
TABLE OF CONTENTS
-----------------
Report Page
FORM CF -1R................ 1
FORM MF -1R ................ 4
FORM C -2R ................. 7
HVAC SIZING...............11
BUI Fi;�' I .
.� W
I
CERTIFICATE OF COMPLIANCE: RESIDENTIAL
Page 1 CF-1R�
-----------------------------------------------------
Project Title..........
MALAMAR CONST. #3
-
Date..05/08/01 21:51:03
Project Address.........
LOT #3 ROSEMEL CT.�
*******
-Number of Dwelling Units...
OROVILLE, CA.•9.5966'
*v6.00*
Documentation. Author...
Barry Rubanoff
******* Building Permit #
Glazing Percentage.........
Barry Rubanoff
Average Glazing U -value....
0.51 Btu/hr-sf-F
P.O. Box 1123
Plan Check / Date
�..
Average Ceiling Height.....
Berry Creek, CA 95916
BUILDING SHELL INSULATION
(E)
530-589-4102
Field Check/ Date
Climate Zone...........
11
--------------- -.------
Compliance Method......
MICROPAS6 v6.00 for 2001,Standards
by Enercomp, Inc.
MICROPAS6 v6.00
File-MALAMAR3 Wth-CTZ11S92 Program -FORM CF -1R
User#-MP2246 User -Barry Rubanoff
-------------------------------------------------==----------------------------
Run-MALAMAR #3
GENERAL INFORMATION -
Conditioned Floor Area.....
2042 sf
Building Type ..............
Single Family Detached
Construction Type .........
New
Building Front Orientation.
Front Facing 0 deg (N)
-Number of Dwelling Units...
1
Number of Stories..........
1
Floor Construction Type....
Slab On Grade
Glazing Percentage.........
15-90 of floor area
Average Glazing U -value....
0.51 Btu/hr-sf-F
Average Glazing SHGC......
0.65
�..
Average Ceiling Height.....
'10 ft
BUILDING SHELL INSULATION
Component
Type
Wall
Roof
SlabEdge
SlabEdge
Door
Orientation
Frame
Type.
Wood
Wood
n/ a-
n/a
n/a
Window
Front
(N)
Window
Front
(N)'
Window
Front
(N)
Window
Front
(N)
Window
Front
(N)
Window
Front
(N)
Window
Front
(N)
Window
Left
(E)
Window
Left
(E)
Cavity
Sheathing _Total Assembly
R -value
R -value
R -value U -value
Location/Comments
R-15
R-0
R-15 0.081
R-11
R-27
R-38 0.025
Attic
R-0
R-0_
F2=0.760
R-0
R-0
F2=0.510
R-0
R-n/a
R-0 0.330
FRONT DOOR, TO GARAGE
FENESTRATION
Over -
Area
U-
Interior
Exterior
hang/
(sf)
Value
SHGC Shading
Shading
Fins.
11..3
0.510
0.650 Standard
Standard
Yes
2.5
0.490
0.670 Standard
Standard
Yes
11.3
0.510
0.650 Standard
Standard
Yes
2.5
0.490
0.670 Standard
Standard
Yes
3.0
0.490
0.670 Standard
Standard
Yes
36.0
0.510`
0.650 Standard
Standard
Yes
8.0
0.490
0.670 Standard
Standard
Yes.
25.0
0.510
0.650 Standard
Standard
None
9.8
0.490
0.670 Standard
Standard
None
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R
---------------------------------
-------------------------------
Project Title.......... MALAMAR CONST. #3 Date..05/08/01 21:51:03
----------------
I MICROPAS6 v6.00 File-MALAMAR3 Wth-CTZ11S92 Program -FORM CF -1R
User#=MP2246 User -Barry Rubanoff Run-MALAMAR #3'
-------------------------------------------------------------------------
REMARKS
FENESTRATION
------------
Over-
Area
U-
Interior
Exterior
hang/
Orientation
(sf)
Value SHGC
Shading
Shading
Fins
Window
Left
(E)
25.0
0.510 0.650
Standard
Standard
None
Window
Left
(E)
25.0
0.510 0.650
Standard
Standard
None
Door
Back
(S)
40.0
0.520 0.650,Standard
Standard
Yes
Window
Back
(S)
20.0
0.510 0.650
Standard
Standard
Yes
Window'
Back
(S)
30.0'
0.510 0.650
Standard
Standard
Yes
Window
Back
(S)
16.0
0.490 0.6.70
Standard
Standard
Yes
Window
Right
(W)
15.0
0.510 0.650
Standard
Standard
None
Window.
Right
(W)
15.0
0.510 -0.650
Standard
Standard
None
Window
Left
(SE)
6.0
0.510 0.650
Standard
Standard
Yes.
,Window
Back
(SW)
6.0
0.510 0.650
Standard
Standard
Yes
SLAB SURFACES
-------------
Area
Slab Type
(sf)
Standard
Slab 2042
HVAC SYSTEMS
Minimum
-------------
Duct
Duct Tested Duct ACOA
Thermostat
Equipment
Type
Efficiency
•Location
R -value Leakage Manual
D Type
Furnace
0.800 AFUE
Attic
R-4.2
No' No
Setback
ACPackage
10.00 SEER
Attic.
R-4.2
No No-
Setback
WATER HEATING SYSTEMS
---------------------
Number
Tank
External
in
Energy Size
Insulation
Tank Type Heater
Type Distribution Type System
Factor (gal)
R -value
Storage,
Gas,
Standard,
1
0.62 40
R- n/a
REMARKS
CERTIFICATE OF COMPLIANCE; RESIDENTIAL Page 3 CF -1R
Project Title...:...... MALAMAR CONST. #3 Date..05 08 O1 2,1:51:03
MICROPAS6 v6..00 -File-MALAMAR3 Wth-CTZ11S92 Program -FORM CF -1R
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #3
---------------------------------------------------------------------------------
COMPLIANCE STATEMENT i
--------------------
This certificate of compliance lists the building features and performance
specifications needed to comply with Title -24, Parts l 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 he built in multiple orientations,
any shading feature that is varied is indicated'in the Special Features
Modeling Assumptions section.
DESIGNER or OWNER DOCUMENTATION AUTHOR
Name.... MALCOLM HALL Name..:. Barry Rubanoff
Company. MALAMAR CONST. Company: Barry Rubanoff
Address. Address. P.O. Box 1123 ;
' Berry Creek, CA 95916
Phone... Phone... 530-589-4102
License.'
Signed.. Signed..
(date)
(date)
' ENFORCEMENT AGENCY 60
y
Name....
Title...
Agency..
Phone...
Signed..
(date)
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R
- ----------------------
Project Title.......... MALAMAR CONST. #3 Date..05/08/01 21:51:03
Project Address........ LOT #3 ROSEMEL CT. ******* ----------------.-----
OROVILLE, CA. 95966 *v6.00*
Documentation Author... Barry Rubanoff ******* Building Permit #
Barry Rubanoff
P.O. Box 1123 Plan Check / Date
Berry Creek, CA 95916
530-589-4102 Field Check/ Date
Climate Zone........... 11 ---------------------
Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc.
MICROPAS6 v6.00 File-MALAMAR3 Wth-CTZ11S92 Program -FORM MF -1R
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #3
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-
er ment
*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 -factor 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 insulation 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 -factor, certified Solar Heat Gain
Coefficient (SHGC), 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 Appliances
and Gas Logs
1. Masonry and factory -built fireplaces have:
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R
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Project Title.......... MALAMAR CONST. #3 Date..05/08/01 21:51:03
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MICROPAS6 v6.00 File-MALAMAR3 Wth-CTZ11S92 Program -FORM MF -1R
I User#-MP2246 User -Barry Rubanoff Run-MALAMAR #3
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a. Closeable metal or glass door
b. Outside air intake with damper and control 7�
c. Flue damper and control
2. No continuous burning gas pilots allowed.
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 ACOA.
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
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 system, 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 installed, sealed and in-
sulated, to meet the requirements of the 1998 CMC sectons
601, 603, and 604, and standard 6-3; ducts insulated to a
minimum installed level of R-4.2 or enclosed entirely
in 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. If mastic or tape is used to seal openings
greater than 1/4 inch, the combination of mastic and.either
mesh
or tape shall be used. Building cavities shall not be used
for
conveying conditioned air. Joints and seams of duct systems
and
their components shall not be sealed with cloth back rubber
addhesive duct tapes unless such tape isused in combination
with
mastic and drawbands.
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 789.- thermal efficiency, on-off
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R
Project Title.......... MALAMAR CONST. #3 Date�..05 08 01 21:51:03
______-----------
MICROPAS6 v6.00 File-MALAMAR3 Wth-CTZ11S92 'Program -FORM M9 -1R
User#-MP2246• User -Barry Rubanoff Run-MALAMAR #3
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 pools or outdoor spas.
3.`Pool system has directional inlets and a circulation
pump time switch.
115: Gas-fired central furnaces, pool heaters, spa heaters or
-household cooking appliances have no continuously burning
pilot light (Exception: Non -electrical cooking appliances
with pilot <'150 Btu/hr) . ,
LIGHTING MEASURES-
-----------------
150(k)l:
EASURES-----------------150(k)l: 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.
15.0(k)2: Rooms with a.shower or bathtub must have either 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.
,t,
Design- Enforce-
er ment
X.
COMPUTER METHOD StMMARY Page 7 C-2R,
--------------------------------------------_-------_----------------------- - -
Project Title.......... MALAMAR CONST. #3 Date..05/08/01 21:51:03
Project Address........ LOT #3 ROSEMEL CT. ******* ---------------------
OROVILLE, CA. 95966 *v6.00*
Documentation Author... Barry Rubanoff ******* Building Permit #
Barry Rubanoff
P.O. Box 1123 Plan Check / Date
Berry Creek, CA 95916
530-589-4102 .Field,Check/ Date
Climate Zone........... 11 ---------------------
Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc.
---------------------------
MICROPAS6 v6.00 File-MALAMAR3 Wth-CTZ11S92 Program -FORM C -2R
I User#-MP2246 User -Barry Rubanoff Run-MALAMAR #3
-------------------------------------------------------------------------------
----------------------------
----------------------------
MICROPAS6 ENERGY USE SUMMARY
= Energy Use.
Standard Proposed
Compliance =
_ (kBtu/sf-yr)
Design- Design
Margin _
= Space Heating..........
17.79 15.51
2.28 =
= Space Cooling..........
10.57 13.99
-3.42 _
= Water Heating..........
12.87 10.89
1.9.8 =
= Total
41.23 40.39
0.84 =
_ *** Building complies
with Computer Performance
GENERAL INFORMATION
-------------------
Conditioned Floor Area.....
2042 sf
Building Type ..............
Single Family
Detached
Construction Type .........
New
Building Front Orientation.
Front Facing 0
deg (N)
Number of Dwelling Units...
1
Number of Building Stories.
1
Weather Data Type..........
°ReducedYear
Floor Construction Type....
Number of Building Zones...
Conditioned Volume.........
Slab -On -Grade Area.........
Glazing Percentage.........
Average Glazing U -value....
Average Glazing SHGC.......
Average Ceiling Height..:..
Slab On Grade
1
20520 cf
2042 sf
15 % of floor area
0.51 Btu/hr-sf-F
0.65
10 ft .
COMPUTER METHOD SUMMARY- Page 8 C -2R
Project Title.......... MALAMAR CONST. #3 Date..05 08 01 21:51:03
MICROPAS6 v6.00 File-MALAMAR3 Wth-CTZ11S92 Program -FORM C -2R
User.#-MP2246 User -Barry Rubanoff Run-MALAMAR #3 I,
BUILDING ZONE INFORMATION
Floor
# of
Vent
Vent
Air
Area Volume
Dwell- Cond- Thermostat
Height
Area,
Leakage
Zone Type (sf) .(cf) .
Units itioned Type
----
(ft)
(sf)
Credit
-------------- ------------
HOUSE
------------- ------
-----
--------
---------
"Residence 2042 20520
1.00 Yes Setback
2.0,Standard
No
OPAQUE SURFACES
Area . U- Insul Act Solar Form 3.Location/
Surface (sf) value R-val Azm Tilt Gains Reference Comments
----------------
HOUSE-
1
OUSE'1 Wall 158 0.081 15 0 90 Yes W.15.2X4.16
2 Wall 180 0.081 15 0 90 No W:15.2X4.16
3 Wall 458 0.081 15 -90 90 Yes W.15.2X4.16
4 Wall 344 0.081 15 180 90 Yes W.15.2X4.16
5 Wall 411 0.081 15 270 90 Yes W.15.2X4.16
6 Wall 102 0.081 15 270 90 No W.15.2X4.16
7 Wall 19 0.081 15 135 90 -Yes W.15.2X4.16
8 Wall -19 0.081 15 225 90 Yes W.15.2X4.16
9•Roof 1132 0.025 38 n/a 0 Yes R.38 -.2X4.24 Attic
10 Roof 910 0.025 38 0 14 Yes R.38.2X4.24 Attic
14 Door 20 0.330 0 0 90 Yes None FRONT DOOR
15 Door 18 0.330 0 0 90 No None TO GARAGE
PERIMETER LOSSES
----------------
Length F2 Insul Solar
Surface (ft) `Factor- R-val Gains Location/Comments
HOUSE '
it S1abEdge. 135. 0.'760 R-0 No
12 S1abEdge 47 0.510 R-0 No
13 SlabEdge 22 0.510 R-0 No,
FENESTRATION SURFACES
Area
U-•
Act
Exterior Shade
Interior Shade
Orientation
(sf)
Value
SHGC
Azm
Tilt
Type/SHGC
Type/SHGC
HOUSE
1
Window
Front
(N)
11.3
0.510
0.650
0
90'
Standard/0.'76
Standard/0.68
2
Window
Front
(N)
2.50.490
0.670
0
9.0
Standard/0.76
Standard/0.68
3
Window
Front.(N)
11.3
0.510
0.650
0
90
Standard/0.76
Standard/0.68
4
Window
Front
(N)
2.5
0.490
0.670
0
'90
Standard/0.76
Standard/0.68
5
Window
Front.
(N)
3.0
0.490
0.670
0
90
Standard/0.76
Standard/0.68
6
Window
Front -(N)
36.0
0:510'
0.650
0
90
Standard/0.76
Standard/0.68
COMPUTER METHOD SUMMARY Page 9 C -2R
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Project Title.......... MALAMAR CONST. #3 Date..'05/08/01 21:51:03
-------------------------------------------------------------------------------
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MICROPAS6 v6.00 File-MALAMAR3 Wth-CTZ11S92 Program -FORM C -2R
I User#-MP2246 User -Barry Rubanoff Run-MALAMAR #3,
-------------------------------------------------------------------------------
FENESTRATION SURFACES
Exterior Shade
Type/SHGC
--------------
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
OVERHANGS AND SIDE FINS
Interior Shade
Type/SHGC
--------------
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
,Standard/0.68
Standard/0.68
Standard/0.68
---Window-- ------Overhang----- ---Left Fin--- ---Right Fin --
Area
Area
U-
.Act
Rght
Orientation
(sf)
Value
SHGC
Azm
Tilt
----------------------
7
Window
Front
(N)
-----
8.0
-----
0.490
-----
0.670
---
0
----
90
8
Window
Left
(E)
25.0
0:510
0.650
90
90
9
Window
Left
(E)
9.8
0.490
0.670
90
90
10
Window
Left
(E)
25.0
0.510
0.650
90
90
11
Window
Left
(E)
25.0
0.510
0.650
90
90
12
Door
Back
(S)
40.0
0.520
0.650
180
90
,13
Window
Back
(S)
20.0
0.510
0.650
180
90
14
Window
Back
(S)
30.0
0.510
0.650
180
90
15
Window
Back
(S)
16.0
0.490
0.670
180
90
16
Window
Right
(W)
15.0
0.510
0.650
270
90
17 -Window
7.5
Right
(W)
15.0
0.510
0.650
270
90
18
Window
Left
(SE)
6.0
0.510
0.650
135
90
19
Window
Back
(SW)
6.0
0.510
0.650
225
90
Exterior Shade
Type/SHGC
--------------
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
Standard/0.76
OVERHANGS AND SIDE FINS
Interior Shade
Type/SHGC
--------------
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
,Standard/0.68
Standard/0.68
Standard/0.68
---Window-- ------Overhang----- ---Left Fin--- ---Right Fin --
SLAB SURFACES
-------------
Area
Slab Type (sf)
---------------- ------
HOUSE
Standard Slab 2042
Area
Left
Rght
Surface
(sf)
Wdth
Hgth
Dpth
Hght
Ext
Ext
Ext
Dpth
Hght
Ext
Dpth
Hght
-----------
HOUSE
-----
-----
-----
----
----
----
----
----
----
----
----
----
----
1
Window
11.3
2.5
4.5
2.0
1.50
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
2
Window
2.5
2.5
1.0
2.0
0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
-n/a
3
Window
11.3
2.5
4.5
7.5
3.0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
4
Window
2.5
2.5
1.0
7.5
1.0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
5
Window
3.0
3.0
1.0
7.5
1.0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
6
Window
36.0
8.0
4.5
2.0
1.50
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
7
Window
8.0
8.0
1.0
2.0
0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
12
Door
40.0
6.0
6.67
10.0
1.25
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
13
Window
20.0
5.0
4.0
6.0
1.25
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
14
Window
30.0
6.0
5.0
2.0
1.25
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
15
Window
16.0
4.0
4.0
2.0
1.25
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
18
Window
6.0
1.5
4.0
10.0
1.25
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
19
Window
6.0
1.5
4.0
5.0
1.25
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
SLAB SURFACES
-------------
Area
Slab Type (sf)
---------------- ------
HOUSE
Standard Slab 2042
REMARKS
COMPUTER METHOD SUMMARY
Page 10
C -2R
.Project Title..........
MALAMAR CONST. #3
Date..05 08 01
21:51:03
MICROPAS6
v6.00 File-MALAMAR3. Wth-CTZ11S92 Program -FORM C -2R
I.
--------------------------------------------------------------------------------
User#-MP2246 User -Barry Rubanoff. Run-MALAMAR #3
HVAC SYSTEMS
•
Minimum Duct Duct Tested Duct ACOA
Duct
System Type
Efficiency Location R -value
Leakage Manual
D Eff
HOUSE
Furnace
0.,800 AFUE Attic R-4.2
No No
0.737
ACPackage
10.00 SEER Attic= R-4.2
No No
0.645
WATER HEATING SYSTEMS
---------------------
Number
Tank
External
in
Energy Size
Insulation
Tank Type
Heater Type, Distribution Type System
Factor(gal)
R -value
If Storage
Gas Standard .1
-0.62. 40
R- n/a
REMARKS
HVAC SIZING Page,11 HVAC
----------------------------------
Project Title.......... MALAMAR CONST. #3' Date 05/08/01 21 51 03
Project Address........ LOT #3 ROSEMEL CT. ******* ---------------------
OROVILLE,.CA. 95966 *v6.00*
Documentation Author.., Barry Rubanoff ******* Building Permit #
Barry Rubanoff.
P.O. Box 1123 Plan Check / Date
Berry Creek, CA 95916,
530-589-4102 Field Check/ Date
Climate Zone........... 11 ---------------------
Compliance Method...... MICROPAS6 v6.00 for.2001 Standards by Enercomp, Inc.
----------------------------------------
MICROPAS6 v6.00 File-MALAMAR3 Wth-CTZ11S92 Program -HVAC SIZING
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #3
-------------------------------------------------------------------------------
GENERAL INFORMATION
Floor Area... ....... 2042 sf
Volume ..................... 20520 cf
Front Orientation.......... Front Facing 0 deg (N)
Sizing Location... ....... OROVILLE RS
Latitude ..................... 39.5 degrees
Winter Outside Design...... 30 F
Winter Inside Design....... 70-F
Summer Outside Design....... 104 F
Summer Inside Design......... 78 F
Summer Range.......... .... 37 F
Interior Shading Used...... Yes
Exterior Shading.Used...... No
Overhang Shading Used...... Yes
Latent Load Fraction....... 0.20
HEATING AND COOLING LOAD SUMMARY
Note: The loads -shown are only one of the criteria affecting the selection
of HVAC equipment. Other relevant design factors such as air flow.
requirements, outside air, outdoor design temperatures, coil sizing,
availability of equipment, oversiz,ing safety margin, etc., must also be
considered. It is the HVAC designers responsibility to consider all
Heating
Cooling
Description
(Btuh)
(Btuh)
Opaque Conduction and Solar......
13519
5714
Glazing Conduction.. ...........
6251
4063
Glazing Solar..................,
n/a
8349
Infiltration..... ..............
11672
4792
Internal Gain ....................
n/a
2100
Ducts............ ..........
3144
2502
Sensible Load .....................
34587
27520
Latent'Load......................
n/a*
5504
Minimum Total Load
34587
33024
Note: The loads -shown are only one of the criteria affecting the selection
of HVAC equipment. Other relevant design factors such as air flow.
requirements, outside air, outdoor design temperatures, coil sizing,
availability of equipment, oversiz,ing safety margin, etc., must also be
considered. It is the HVAC designers responsibility to consider all
r
HVAC SIZING Page 12 HVAC
Project Title.......... MALAMAR CONST #3 Date..05/08/01 21:51:03
MICROPAS6 v6:00 File-MALAMAR3 Wth-CTZ11S92 Program -HVAC SIZING
I User#-MP2246 User-Barry-Rubanoff Run-MALAMAR #3
factors when selecting the HVAC equipment.
AND W14EN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION,
7 COUNTY CENTER DRIVE
OROVILLE, CA 95%5
' IIII'IIII'�I'lll�ll'II��IIII�II�I)
200 1 —0Ca Z3
Recorded
Official Records
CountyBUTTE f
CANDACE J. GRUBBS
Recorder. '
ROSEMARY DICKSON
Assistant
02:11PM 31 -May -2001
AGRICULTURAL STATEN}' -N7 OF A::P:.NOVVLEDGMENT
FOR RESIDENTL:L DEVELOPMENT
REC FEE 7.00
COPIES 1.00
Cindy
Page 1 of 1
Section ::6-8 cf the Butte County Code required this acknowledgment to be recorded.piior 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, pesticHts; and fertilizers; and from the pur aii of agric mor a! operations including, but not limited to cultivation,
plowing, spraying, pruning, and harvesting which occasionaiY:wnerate dus&', spoke, noise, and odor. Butte County has established
agricu tural purposes and residents within said zones and should 6e prepared to accept such inconverdence
or discomfort from normal, necessary farm opt-7ations. ,4
All drat real property situate in the County of Butte, State of California, described as follows:
The land referred to herein is situated in the State of California, County of Butte, and is
described as follows:
Lot 3, as shown on that certain map entitled, "Melrose Estates", which map wasrecorded in the
office of the Recorder of the County of Butte, State of California, on February 15, 2001, in book
151 of maps, at page (s) 15, 16, and 17.
State of Cak:fornia
County of �����
PROPERTY OWNERS:
before me,
;►ersonally appeared personally
known to me (or pmved to me on the basis of satisfactory evi-dente) to ke ti;e fsrson(s) whose name(s) Ware subscribed to the within
instrumaut aed acknowledged to me that he/she/they execu•.ed tLe— same in his!her/tL•eir authorsed capaekty(ies), and that by
his/her/their signature(s) on the instrument, the person(s) or the entit;; upon behs.'f of. which the person(s) acted, executed the
instrument.
WITNESS my hand and official seaL
r
SignANGELA D. MASTELOTTO
comp 11119"25 MR CPS1
NOW FuW,
A. P. # .l /0 a ' D�� >�or 1 o eu"e County, C *Offk
My Comm 6p. SEPT. 16.2002
SITE PLAN -REVIEW APPLICATION
Date: Zo - - AP# B ` 3 Li b - 2�
• Permit Number (if applicable)
APPLICANT INFORMATION Parcel Size:, i
2 A: �
Owners Name: H A LL
Owners Address: Or -1 U'>�' D( Q W la7r701J A yy;1 J\j (i
Telephone No.;
Situs Address: is P-O.Se Com'
Proposed Use• '
Residential
® New Single Family Residential
❑ Single Family Addition ❑ Single Family Remodel
❑ Mobile Home
❑ Residential Accessory
❑ Permanent Second Dwelling
❑ Temporary Mobile Home (Aunt. Minnie) `
❑ Temporary Travel Trailer-
Multi-family
railerMulti-family F
Non-residential
❑ New Commercial
❑ Commercial Addition ❑ Commercial Remodel
❑ New Industrial.
❑ Industrial. Addition ❑ Industrial Remodel
Other
❑ Septic ` ❑ Well . .
❑ Agricultural Exempt Building
❑ Other:
Brief Explanation (if necessary):
DO NOT WRITE BELOW. THIS LINE
DEVELOPMENT SERVICES INFORMATION (For Staff Use)
i
a Approved ❑ Conditionally Approved ' ❑ Resolve Problems Prior to .
Approval
Site Plan Stamped Approved
By 4f Date (o�8-
Page I of 5 -. .
ALL ITEMS CHECKED APPLY TO THE PROPERTY
Parcel Is In:
❑ Snow Load Area:
❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract
❑ Nitrate Action Plan (See Environmental Health for standards)
❑ Watershed Protection Overlay Zone (See attached standards and requirements)
❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required)
SRA - (CDF to•determine specific requirements)
❑ 100 -Year Flood Plain: (See a `cid)
• Flood Zone: _
• Flood Panel No.: OR &S-175—Index Date: Li QlfiD
❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board)
❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)
❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements)
❑ Chapman/Mulberry (See attached standards and requirements)
❑ Cohasset Area (See attached standards and requirements)
❑ Grading Zone (See attached handout)
Use Requires:
❑
Use Permit
❑
Minor Use Permit ❑ Administrative Permit
❑
Minor Variance
❑
Variance
❑ Detached Building Use Form ❑ Encroachment Permit
❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement
Zoning:A�
Applicable Building Setbacks:
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
•
n
u
•
Zoning Code
Streets & Highways
Fire Prevention
Subdivision' Map
Front
So CA -
-Side
Side
S
'�
Side Street
Rear
3
Height
Waterway
N/A
N/A
N/A
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
•
n
u
•
Applicable Development Fees:
Standard Fees Amount Formula..
• ❑ Fire
❑ School* ,
❑ Parks/Recreation
❑ Roads
❑ Sheriff _
❑ Drainage
❑ NCSP/CSA 87
❑ Chico Urban Area — Road
❑ Thermalito Impact
❑ Other
-------------------------------------------------------------------------------------------------------------=-----------
Subdivision Map Special cial Fees # '
P_ ,
❑ Water Tender
❑ Road Improvement
❑ North Oroville Area
❑ Other (per map)
* Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of
the. building permit.
Parcel Created By
❑ Deeds:
Date of Creation: Legal Access Provided; ❑.No ❑ Yes
Deed of Reference.: F Legal Access Required ❑ No ❑ Yes
Parcel Frontage on Publicly Maintained Road: ❑ No , ❑ Yes, Road. Name:
Complies with County Standards for Deed Creation: ❑ No ❑ Yes �.
Comments: `
❑ Parcel Deemed to be legal 7-
❑ Verify Legal Parcel ❑ Verify Legal Access " '❑Provide Deed of Creation
❑ Obtain a Certificate of Compliance
❑ Obtain a Merger ❑,. Obtain a Lot Line Adjustment '
❑ Comply -with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
❑ Construct road to: ❑ Meet Parcel size required by zone
❑ Meet current Environmental Health Department requirements
•----------------------------------------------------.--------------------------------------------------- -----------------�--
Page 3 of 5
IM Subdivision Map/Parcel Map:
Map Date of Recording:
Lot: v
❑ Use Permit/Minor Use Permit
Permit Number:
S-rra`� S
Book: ? S
Date of Approval:
❑ Comply with the following Conditions of Approval:
❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290
Page: I S 1 7 •
❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the
National Fire Protection Association Standard for 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 the Fire Department specifications, serves
the parcel.
❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission
requirements of the California Clean Air Act of 1988, as amended.
❑ Provide an erosion control plan for building and land disturbance on slopes steeper than
30%. The Erosion Control Plan must be prepared by a registered civil engineer or other
qualified professional and be submitted to and approved by the Department of' Public
Works.
❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing
on-site mature trees, located in any area proposed for buildings and vehicular access, and
provides for methods to protect the trees identified to be preserved, shall be provided to and
approved by the Planning Division prior to the issuance of building permits .and/or prior to
grading or vegetation removal. The removal of mature trees shall be minimized, where
possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in
diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1
ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a
circular zone (minimum 40 -foot radius) identified by an orange fence during construction
activities. No vegetation removal, soil disturbance, : or other development activities shall
occur within the fenced area.
❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil
construction associated with residential development. Approved dust control measures are
found in the fugitive dust control plan for the site approved by the Butte County Air Quality
Management District, a copy of which can be obtained from the Butte County Department
of Development Services, Building Division."
❑ Engineered foundations are required. •
❑ Class A roofs are required.
Page 4 of 5
1
MICHAEL MOONEY 5A MADRONEAvE.
CIVIL ENGINEER OwviLLE, CA 95966
RCE 20647 (530) 533-2131 FAx534-0902
Butte County December 11, 20001
Development Services Department
Building Division
7 County Center;Drive ;
Oroville, CA 95965
Re: Malcolm Hall
Apn 068-346-023
Permit # 01-1293
I have reviewed the new' trusses and conclude that -they are
adequate for this structure.
The addition of a concentrated load at.the-midspan will not, in
my opinion overload the foundation. The stem wall and the footing are
reinforced allowing•the load to be spread across a greater length of
foundation. In addition the truss supports an area great- enough'to
allow the live load to be reduced (truss companies never seem to take
this reduction), and the bearing capacity of the foundation soils is
closer to 2000 psf.-than the 1500 psf. accepted by Butte County
(without question).
Thank you for your consideration and patience.
i
YSS/ pal
w 020647 m
ichael Mo
1� ns ��ae' pires 9-30-01
lF OF CA1-�E��
♦ y �
(MH2042 MAIAMAR / 2042 LOT 3, Al HIPSET 6` SB ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.
DEFLECTION MEETS L/240.00 LIVE AND L'/180.00 TOTAL LOAD.
TOP CHORD 2X4 DF-L #1 t
RnT CHORD-2z4 OF-L#1 10 PSF BC LIVE LO�D PER UBC.
WEBS 2x4 DF-L Standard
O-`RTES DESIGNED FOR GREEN (UMBER PER NDS-97 TABLE 7.3.3. - � #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY
FRAME_D,a_��---
IC ILDING'DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING.
r - USE THIS DESIGN FOR .COMMON HIPIRUSSES @ 24.0" OC. -EXTEND SLOPING TC OF
TRUSS AND JACKS TO HIP RAFTER.'SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT
LIEU OF RIGID SHEATHING USE PURLINS TO BRACE _
z AT TC @ 24" OC, BC @ 72.0" OC., .TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS '
.,AND DIAGONALLY BRACE PER NIB-91 13.2.1(FIG.33)-, OR DWG. BRCALHI00699.
` SUPPORT HIP RAFTER WITH CRIPPLES AT 5 1-14 OC.
W3X8 W3X10 = 4!4X4—= W3X8 -
6
0 6 r
a
o
r +9-0 0
Y w -4J1".5X4 111
W2 .5X4
4!4X4
r.=� -W3X6 = W3X10 (8.3) - -
z 4 W3X10(B3) — HS2512 — z
w �z O-0::;j
L<2-0-0::-,J,.
z 4-11-8 4-11-8 4-11=8 5-6-12
5 6 12 6-0-0.
p— '6-0-0 4-6-4 _ 4-11-8 4 6-4 -
• 6-0-0 14-0-0 6-0-0
¢ 1
I26i_0-0 Over 2 Supportsv I
R-1863 W—_ 3.5" R-1863 W-3.5"
¢ • ry
~ Design Criteria: TPI STD UBC•19.5a CA 1 F Scale =.25" Ft.
_~ PLT TYP. High Strength,4lave TPI 95 R- TC LL 16.0 PSF REF R427_--26689
O LOO CeIIOW LluDbeT ••WARNING" TRUSSES REOUIpE EITRENE CARE IN FABRICATION, •HAH6LI1-- SHIPPING, INSTALLING AND \�O ��
0 89 Loreu Avenlluow lco CA 959- BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PU8lISNED BV TPI (TRUSS PUTS T C D L 1 0 . 0 PSF DATE 0 7 / 0 5 / 0 1
CV 1NSTITUTE. 503 O'ONOFRIO DR., SUITE 200. DAOISOH, W1 53719). POR SAf ETY PRACTICES PRIOR TO �y .... ems-• A a
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALLUAVE PROPERLY AT {� W. �', - y 4
•� 'STRUCTURAL •IHPORTANT.„NELFURN/SNDA COPYCHORD
ENG
SMALL
THISHAVE
DESIGNPROPERLY
INSTALLATIONRIGID
CONTRACTOR. ALP.)
ENGINEERED
B C D L y�*7 . 0 P F R•W�'BAFl�SR427 �1 ,Q6006
PRODU[TS, INC. SHALL NOT BE RESPONSIBLE FOR ANY. DEVIATION FROM THIS DESIGN; AMY'• FAILURE 70
t9 fi P ..q
BUILD THE TRUSSES IN CONiORMANCE WITH
TPI: OR FABRICATING. DANDLING, SHIPPING. IMSTALLIAG AND T_ B C L +F� NG (hJ
ALPINE .BRACING OF TRUSSES. ,THIS DESIGN COOFONNS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OES LGN cyE,�• '1 C „ A _'T.�.A
,-� SPCC IF ICAT]ON PUBLISHED BY THE AHER (CAH FOREST ANO PAPER ASSOCIATION) AND TPI- • ALP.LNE Vw�•. �r ' TOT , L' "' 3.��. PSF.' - SF�Qt - 69 L— r
CONNECTORS ARE;MADE OF ZOGA ASTM A653 GR40 GALV.'STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AMD UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
)RAWIRGS 160 A-Z. THE SEAL ON THIS ORANING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING ' tlYll• D U R . - C . 1 . F R K
ff
RESPONSIBILITY SOLELY FOR THE TRUSS COMPOIIENT DESIGN SHOWN. THE SUITABILITY AND USE Of TH
IS CAf� , S P A CI N G 24. 0 " '
I. Alpine Eugineered Products, Inc. COMPONENT FOR ANY PART ICUL A0. BUILDING IS THE RESPONSIBILITY OF 7HE BUILDING DESIGNER. PER
Saaamento,CA95829 ARSI/TPI 1.1995 SECTIO 11
2.
(MH2O42-MALAMAR J•2042 LOT 3 A2 COM
TOP CHORD 2x4 DF -L #1
RnT CHORD 2x4 DF -L #1
CC) WEBS 2x4 DF -L Standard
2rLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3.
I `
C-3
d•
C
O
2
E
V`
Q
O
a
W4X4==—
SUBMITTED BY TRUSS MFR -
THIS DWG 'PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS)
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PUKLIN�): IU DKNLC 1b
24.00•• OC, BC @,72.00•' OC.-
DEF
C.
DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
10 PSF BC LIVE LOAD PER UBC.
NZXt) kA1)
z
w 'L---z-o-off
L--2-0 0:J . 6=9-4
•� 6-2-12 6-2-1 '
_ 694 10914
a 8 10 3
8-3-11 1.11-12
13 0 :0
"` 26-0-0 -Over._2_ Supports
R=962 W=3.5' R=962 W=3.5
N
i
Scale =-25° Ft.
~ Design Criteria: TPI STD
ti
CA 1 F
Scale =-25° Ft.
~ Design Criteria: TPI STD
UBC 19.5a
CA 1 F
PLT TTP- Wave TPI -95 R
'•WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDL IH6, SiIIPP]NG. INSTALLING ANO
PUBLISHED BY TPI (TRUSS PLATE.
0.
TC LL 16.0 PSF
REF R427--26690
O LOII�fEBOAV LTnobe[
0 89 Loren Avenue, Chico CA 95928 BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACT"G),
INSTITUTE, 503 D•ONOrR 10 OR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TD
NAVE PROPERLY ATTACHED
•" W. I�'/y�
rf. 6 lC,=.
T C D L 1 0.0 P S F
''�''�/'
DATE 07/05/01
N
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL
PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
7��i0
BC DldU � BT
W C SR427 .01186007
LS") STRUCTURAL
" IMPORTANT" fURMt SII A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIUEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY BE, IATIOW FROM THIS DESIGN: ANY FAILUIIE TO
INSTALLING AND
r 'a
/� B.
9 , A L /
�EEE...��jq
G J / C W C
BUILD THE TRUSSES inCONFORMANCEWITH TPI: OR FABRICATING, HANDLING, SNIPPI"G,
THIS DESIGN CONFORHS'SY APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN6X20
hn— M.. cyn °�
.,I', .,L
3
ALPINE. BRACING OF TRUSSES.
SPECIFICATION PUBLISHED BY THE AHER ICA" FOREST ANO PAPER ASSOCIATION) AHD TPI. ALPINE
By
EXCEPT AS NOTED. APPLY CONNECTORS TO
*
*
T 0 -. 0 _3 3. P S
S 0' .
• CONNECTORS AN MADE OF ASTM A653 GR40 GALT. STEEL.
EACH FACE OF TRUSS. SS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POS(T10N CONNECTORS PER
OH 1N15 ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN6111EERING
E�rr� `
CNp. V"
D U IFA l .
I„' D,
DRAWINGS 160 A-E. THE SEAL
AJ ine En Eared Products, IRC. RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS
11 g1I1 COMP DNENT FOR ANY PARTICULAR-BUIIDiNG TS THE RESPONSIBILITY OF THE BU f LDIN6 OE SIGNER. PE0.
S:ICTBIIIPJIID, CA 95929 ANSI/TPI 17,1995,SECTION 2.
OF
SPACING 2 4 .A 11
+ w =
..
j r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR.
(MH2O42-MALAMAR / 2042 LOT 3 - B1 HIPMSTR 4' SB )
TOP CHORD 2x4 OF-L $1 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
OR
RnT CHORD'2x4 DF-L #1 e. #1 HH[P SUPPORTS 4-�0 O–JACKS WITH NO WEBS,, CORNER SETS ARE CONVENTIONALLY.
NI
2x4 DF-L Standard
Slider 2x6 DF-L #2°: BLOCK LENGTH 1.833'
�t Slider 2x6 DF-L #2: BLOCK LENFRAMEO—
GTH = ,1'.833' BUILDING DESIGNER IS RESPONSIBLE•FOR,CONVENTIONAL•'FRAMING.
Ic-SATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3•
TACH 2x4 LATERAL BRACING TO FLAT,TC @ 24.00" OC WITH -
0 16d NAILS AND DIAGONALLY BRACE PER HIB-91'13.2.1(FIG.33,) „
OR DWG. BRCALHIPO699. '
W2.5X4 4J3X6 (R)
,. ..
W3X4 +413X4
Q 6 6 -
A - 12-0-0
1-12'.5X4 = W1 .5X4 III
w - L•13X6 (C6)
z W2X4 (A1)
z A W3X6(C6) _ 4J2X4(A1)
_fit-2-e� �i 2 e0-0
2 �
w 2 0-0
z 3-6-12 3-5-4 4-0-0-
4-0-0 3-5-4 3-6-12
4-0-0 I' 3-0-0 1 4-0-0 J Y
�11T 0 0 Over
2—Supports---
_ -
R=625 W=3.5"
¢ R=625 W=3:5" -
N
~I PLT.TYP."Wave�TPI 95 R .` Design Criteria: TPI STD UBC 19.5a CA 1 F Scale =.375" Ft.
O I,OIIgfeIIOW I.Ilrnber - `•WAR111NG•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING.SHIPPING, INSTALLING AND e ESS T C LL
16.0 PSF REF-R427--26691
0 89 Lor LAmgellowluinber 928 BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �PQ`'Q �C DL 10-0 PSF DATE 07/05/01
N INSTITUTf, 503 O'ONOFRIO OR.. SUITE 200. MADISON. Ml 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE fUNCTIOHS. UNLESS OTHERWISE [ND ICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �.f. -
Lci STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •0 A� BC DL 7.0 PSF DR41 CAUSR427 01186029
`•IMPORTANT•• FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION I G fgOM THIS DESIGN; ANY FAILURE TO , {{yy BC `•LL •- 0.0 - PSF CA-ENG JCJ/CWC
a
BUIL THE TRUSSES '10 CONFORMANCE WITH TPI; 00. FABR ICATIN6, HANDL IMG, SHIPPING, INSTALLING AND p� K r )� +
A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE P0.0Y15[ONS OF NOS (NATIORAI DESIGN ✓ ' oTO;TL D .3 3" 0; PSF SE 0 N - 31707
tiSPECIFICATION PUBLISHED BY THE AMERICAN FOREST_.ANO PAPER ASSOCIATION) AND TPI. ALPINE *• h., -
CONNECTORSARE MADE OF•20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY IO CON CONOECTORS 70 -
EACHDRAWINGS 160 AOF piSS. ATHEUSEALSON1THlWS ORAtl INGISE T IMO ICATESSACCEPTANCE OfTPROFESS) ALR EN6[IgIEERINGr C _d i - U RA F A � ,_1 ',Z 5., FROM KD
`
Alpine Engineered Pfod11CIS, Inc* RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY .AND USE OF THIS f
P SEngin Ire CA 95828 COMPONENT-FOR-ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER -• CAS S P G �4".�0�
ANSI71P1 I-199S SECTION 2. C
• 4
/ ) ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR.
(h1H2O42 NALAMAR 2042 LOT 3 B2 COM
.IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @
TOP CHORD 2x4 DF-L #1, 24.00" OC, BC @ 72.00" OC.-
ROT CHORD-2x4 DF-L #1.
� UEBS 2x4 DF-L Standard DEFLECTION MEETS,L/240.00 LIVE AND L/180.00 TOTAL LOAD.
L Slider 2x6 DF-L #2: BLOCK LENGTH = 1.833'-
c t Slider.2x6 DF-L #2: BLOCK LENGTH = 1.833'
IriATLS DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3.
r
o
4!4X4
)
' 413X4 W3X4 ' ..
E— ~ 6 —� 6
•. L _, W1.5X4III
w , R '143X6 (C6)
w 4!2X4 (A1)
W.3X6(C6) W2X4(A1)
2-8�.. [i-2•8��2-0-0
2-0-0 _
z J
5.6-0— -1 11-4---7; 5-4
�. 5-6-0 I 5-6-0
• ' • f0"0
ver-2=Supports "`�'•�
R=467 W=3.5" .. 4
.. R=467 4l=3.5" �UTT
cc)E •
Design Criteria: TPI STD UBC 19.5a CA - 1 Ft_.
�I PLT TYP. Wave TPI-95 R 2:
O Longfellow Lumber ••NARNING^ TRUSSES REQUIRE EITREHE CARE IN FABRICATION. HANDLIX6. SN [DPING, INSTALLING'ANO RafE�o T L' 1 P R
O B9 Loren g ello Ctunb r 9S92R BRAC 1716. REFER TO HIB•9l. (IIANDLIRG IIISTALLING AND Bfl ACING), PUBLISHED BY TPI (TRUSS PLATE @� [ice
cu INST]TUTE, SB3 O'OHOFRIO 1) SUITE 200. MADISON. Y1 53719), FOR SAFETY PRACTICES PRIOR TD TC DL 1 0 rrlf7t711%1 E 0 �05/
_ PE
NG THESE FUNCTIONS. UNLESS OTNERNISE IN0I GATED, TOP CHORD SNALL NAYS PROPERLY ATTACHED : ��• ��'
LCi STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING.
"IMPORTANT•' 'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGINEERED 'D �i BC -OL 7.0 PSF DRW CAUSR427 01186030
P0.000Ci S. [NC. SHALL NOT BE RESPONSIBLE FOR 'ANY DEVIATION FROM 7N75 DESIGN; ANY, FAILURE TO
a - BUILD THE TRUSSES IM COxFORMANCf WIT
TPI; OR FABRICATING. NANDLIIIG. SHIPPING. INSTALLING AND a� r 9 BC LL 0.0 PSF CA -ENG JCJ/C4JC
A L P I N E BRACIIIG Of TRUSSES. .• THIS OFSIGX COxFORnS NITH APPLICABLE P0.0YISIORS OF XOS (NATIONAL DESIGN
SPEUF[CAT 1071 PURI ISIIED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE * "TOT.LD. 33.0 PSF SEAN - 31709
' COHNECi0R5 ARE MAGE Of, 20GA.ASTH A653 GR40 GALY. STEEL. EYCEPT AS DOTED. APPLY CONRECTORS TO * n-
fACE OF•TRUSS. AXD UNLESS OTHERYISE LOCATED ON THIS OFSl6R, PDSITIOH CONNECTORS PER `' _,{�• OUR. FAC 1:25 FROM KD-
EACH 'DRANINGS{160 A-[ THE SEAL ON THIS DRANING IND (GATES ACCEPTANCE OF PROFESSIONAL ENG HE
ERING
AI IneCn incercdProducts;lnc RESPONSIBILITY SOLELY FOR THE TRUSS COHDONEXT DESIGN SHOHfl. TILE SUITABILITY AHD USE OF'THIS ��� SPACING 24.0"
P $OCI8Nen1U, CA 95828 coxroxexr FOR ANY PARTICULAR BUILDING
IS THE RESPONSIBILITY OF THE BUI LDIN G DESIGNER, PER
ANSI/TPI 1.1995 S CTION 2.
MH2O42 MALA�IAR / 2042 LOT 3 [SCE] C1 DTC _ ) THIS DWG PREPARED FROM, COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HFR. ;
SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS.
TOP CHORD .2x4. DF-I. #1
ROT CHORD'2x4 DF-L #1 IN LIEU OF RIGID4EILING USE PURLINS: TO BRACE BC @ 72.00" OC
�
- 41EBS 25E4 DF-L-Standard :W2, 143 2x4 DF L
DEFLECTION'MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ,
aTES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE,? 3.3.
10,PSF-BC LIVE LOAD PER,UBC_.'
IcrilS TRUSS DESIGNED-TO SUPPORT 18'• TOP CHORD OUTL6bKERS' r'
aLE_AREA TO SUPPORT SIDING LOAD NOT TO EXCEED 10 PSF. '
4.
o) 2X4 DF-L #1.--FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD
z WITH W2X4 ALPINE PLATES @ 24"oc..THROUGHOUT.PLUS.PLATES
AS SHOWN. • .� w L
W5X4
Q W3X8 W2 W3 , W3X8
W3X8= W3X8 -
a (K)
r�
(K) +9.-0-0
w
w _ W04 = W04 = W3X8 (B1) .= '
z
W3X8 (BI) = W3X4
5-7-4 5-7-4 6-1-12
a 8 0-3a 7-5--11 8 0-.3
'
11-9-0 I 11-9-0
23-6-0 Over .2 SuPPort H,TT1
R=1617 t1=3.5" Y Y' r'P
R A47 Wr�)3 5"
N
Note: All Plates Are W1.5X4 Except As Shown. - Scale =.25i1 Ft.
—•( Design Criteria: TPI STD UBC 19.5a CA -d�
_ PLT TYP. Wave TPI-95 R TCL 0 •-FY,- R427--26694
O Lon ellow Lumber '•NARII I HG- - TRUSSES.REOUIRE EXTREME CARE 1N FABRICATION, HANDLING, SHIPPING. INSTALLIN6 PMD a ES -
•� BRACT NG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE �Q`O�ESS10 TIC D L 1 0. 0 xF75 F t ATE 07/05/01
C� 89 Loren Avenue, Chive CA 95928 INSTITUTE, 593 O.ONOFRIO DR., SUITE 200, MADISON. NI 53719), fOR SAFETY PRACi10E5 PR100. TO
CV PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .�.
l.[-) STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING
S
-IMPORTANT-- FURNISH A COPT OF THIS DESIGN TO THE IIISTALlAiIOiYCONTRACTOR. ALPINE EHG[NEEREO V~, BC DL 7 .0 PSF DQ,�9'.:•CAUSR427 01186012
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO B C L L- 0 . 0 PSF : C A -ENG J C.J / Cl'!C
•� BUILD THE TRUSSES IN CONFORMANCE PITH TPI: OR FABRICATING. HANDLING. 'SHIPPING, INSTALLING AND
A L P T N E BRACING OF TRUSSES. THIS OES[GR COMFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED By THE ARE [CAN FOREST AND PAPER ASSOCIATION) AND TP). ALPINE
CONVECTORS ARE MADE. OF QOGA ASTM A653 G0.40 GALV: STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * w f ^ TOT
T . L D . - 3 3 . 0 PSF - S E 0 N 31715
EACH FACE OF 11% USS.
AN
UNLESS OTHERWISE IOCATEO ON THIS DESIGN, POSlT10N-COMNECTORS PER V.NBRv OUR . FAC - 1 . 2 5 FROM • •K D
DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING UIDICATES ACCEPTANCE OF PROFESSIONAL ENGIIIEEAING� CA1
RESPONSIBILITY SOLELY FOR THE TRUSS COMPOIIENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Y SPACING 2 4.0 �•
Alpine Engineered Producis.Inc. COMPONENT roll ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 0.OIy0116 DESIGNER. PER
Sacmmenlo, CA 95828 ANSI/TPI 1.1995 SECTION 2. `
.� I nT v _ E9 rE1M ) THIS DVIG PREPARED FROM COMPUTER INPUT (LOADS ,& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(PIH LU 4C-PI/A L /T rl„n / ���.- -- -- - -
TOP CHORD 2x4 DF=L1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILI
24.00” OC, BC @ 72.00" OC.
ROT CIIORD,2x4�DF-L $1
r� 11E65 -2x4 DF -L Standard DEFLECTION MEETS/240.00-LIVE AND L/180.00 TOTAL LOAD..
9=�:ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3,3. 10 PSF BC LIVE LOAD PER UBC. `
M
C_
C
O '
W4X4
v
0
ca
0
x
w
x
w
z 1'lZxb(Al) W3X4
r , p
5-7-4 6-1-12
z 5-7-4
6 1 12 8-0-3
Fi. .. 17. 8-0-3 7-5-11 _I
L_
11-9-0 I 11-9-0
23 6 -0 -_Over 2 Supports ; I
� R=879 W=3.5"
R=879 N=3.5"
N
Design
Criteria: TPI STD UBC 19.
~_I PLT TYP. Wave TPI -95 R
O Lon fellow LumtTer "NAR IT I NG" TRUSSES REOUTRE EETREME CARE IN FABRICATION. MANDL IMG, SHIPPING, IHSIALLING AND
O B9 Loren Avenue, CIMCO CA 95928 -BRACING. REFER TO HIB -91 (HANDLING 1N$TAILItIG IIID BRACIMG), PUBLISHED BY TPA (I RU 55 PLATE
N INSTITUTE. SB3 D'ONOFRIO DR.. SUITE 200, MADISON• NI 53719), FOR SAFETY PR ACYICES PR OR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CNORO SHALL NAYE PROPERTY AT TACMED
L.C7 STRUCTURAL. PANELS, BOTTOM CHORD SMALL HAVE A PROPERTY ATTACHED RIGID CEILING.
—IMPORTANT— FURNISH A COPT OF THIS DESIGN TO THE INSTALLAI ION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIIURf TO
�j BUILD THE TRUSSES IM CONFORNANCF WITH TPI: OR FABRICATING, IIAt10LING, SHIPPING. INSTALL INE AND
A L P I N E BRACING OF TRUSSES: THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESIGH
SP ECIFECATION: PUBLISIIED BY THE AMERICAN FOREST AND PAP E0. ASSOCAAT IOU) AND IPI. ALPINE
ECOXACH FACEC ORSOFRE HAD TRUSS. ANDOGA UNLESSTOTHERWISEH A653 `LOCATED ON0 GALV. E in 'DESIGII^SPOSI TION CON NECTORSHPERORS TO
' DRAWINGS 160'A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS TON AL EMG INEERING Q
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNONN: THE SUETAB ILITY AND USE OF THIS ,
Npine Eng Products, Inc. COMPONENT FOR ANY PAR i1CULAR BUILDING IS THE RESPONSIBILITY OF THE 8UILOT NG OE SI GNER, PER
SacraLneoto, CA 95828 ANSI/TPA 1.1995 SECTION 2.
i
CA1 •':,. F Scale =..25" Ft:
W 16.0'< -SE REF R427--26693
on
C p .0?iO--PSF ;f DATE 07/05/01
gCpi) ] 40 1pSF'; DR4) CAUSR427 01186015
BC LL eSY O W1P 'C6 -ENG JCJ/CWC
b
TOT.LD. 33.0 PSF &•ON - 31712
DUR.FAC. 1.25 FROM KO
SPACING 24.0"
r 1
3 C3 •GIRD
THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(MH2O42-MALAMAR / 2042 LOT _ _ -
TOP CHORD 2x4 -DF L #1 BEARING BLOCKS:•NAIL'TYPE: 0._131x3.0_9 nal -I
BRG w X=LOC '- #BLOCKS T LENGTH/BLK #NAILS/BLK
RnT CHORD 2x8 DF -L SS .1-: 11.708 tiT ""15' -n .23
WEBS 2x4 DF -L Standard :4J3, V!7 2x4
DF -L #1: BEARING BLOCK TO 8E SAIIE SPECIES `SIZE&�GRADEaASr80TTOM;CHORD:,
• *+ REFER TO -DRAWING CNBRGBLK1299 FOR ADDITIONAL -INFORMATION.
"-':ETES DESIGNED FOR GREEN'LUMBER PER NOS -97 TABLE 7.3.3.
Iri31TI0NAL LOADING PER TRUSS MANUFACTURER. NEGATIVE REACTION(S) OF -191# MAX`, .(SEE BELOW) FROM A NON -WIND LOAD CASE
_ REQUIRES UPLIFT CONNECTION.
---------- --
C_ 1163 LB Conc. Load at 1.50, 3.50; 5.50, 7.50_ 9.50
0 1355 LB Conc. Load at 11.50 r(A) CONTINUOUS LATERAL BRACING EQUALLY SPACEDYON MEMBERr
DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
[RECOMMENDED
N LIEU OF RIGID CEILING.USE-PURLINS: TO BRACE BC'@ 48.00" OC ^.
CONNECTION FOR 1163#, 1355# TO BC:
SIMPSO� N.NUS26''-
SEE`SIMPSON-CATALOG C-2001.• +
4!4X4 = r
10 PSF BC LIVE LOAD PER UBC. ° r
' W7X8 W7X8
W5X8 e
1)5X8 % � •
v W3 N .
U
_ W4X12 Ill W5X12 (R) III/ _ 4)5X12 (R)� III , W3X10 (B3)`
W3X10(83) W8X8(R). UI
tom/ W6X6 = W4X12 III
11
w L<2 O Oy
�. �-4 5 15-7-3 7 8- ���3 7 8-4 5 15
-' 11 9 0 I 11-9-0 _I
� f .
I 23 _6 7 0 Over 3 -SU -0rts ` I
R=3010 W=3.5" • v R=6111 W=3.
¢ Y• 5 R=267`/-191 W=3.5"
Q7
• �I PLT TYP Wave TPI 95 R Design Criteria: TPI STD UBC 19.5a • CA 1 - - F s
Ccale =.25" Ft.
o LoDgfelloa Lumlxr -'HARMING-- TRUSSES 0.EOUIRE EXTREME CARE IN FABRICATION. 'HANDLING, SNIPPING. INSTALLING AND -TC 'L L 16.0 P S toF R4217- 26759
0 89 Loren Avenue, Chico CA 95928 BRAC1116. REFEfl TO 1118.91 (HANDLING INSTALL[tIG AND BRACING). PUBLISHED BY TP7 (TRUSS PLATE e 1 tr 0 7 / Q 5 / Q 1
N 1NST]TUTE. SB3 D'ONOFRIO OR., SUITE 200, MADISON, NI 57719). FOR SAFETY PRACTICES PRIOR TO`W. u�y
PERFORHIN6 THESE FUNCT]OHS. UNLESS OTNERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TF �1�.
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ! CpU SR42J Ol 186021
••IMPORTANT•- FURNISH A COPY OF THIS DESIGN To THE INSTALLATION COM
TRACTOR. ALPINE ENGINEERED
NECPFD .O
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AHY DEVIATION FROM THIS DESIGN: ANY FAILURE TO C� '�' {{{eed����—
BUILD THE TRUSSES [N CONfORnANCE NITN TPI; OR FABRICATING, HANDLING, SHIPPING, IIISTALLIIIG ANO ���, L L F C A N G - J'C J / C 41C
7A L P I N E BRACING OF TRUSSES. - THIS DESIGN -CONFORMS WITH APPLICABLE PNOV ]SIONS OF MDS (NATIONAL DESIGN 1 O F - S E Q N : 3 1 7 5 7
-,� SPECIFICATION PUBLISHED BY THE AMERICA FOREST ANDPAP ER ASSOCIATION)AND TPI. ALPINE W`• �1W°
_ CONNECTORS ARE MADEOFZOGA ASTM A65J GR40 GALV. STEEL. EICE IT AS NOTED. APPLY CON NECTOAS TO
EACH FACE OF TRUSS, AND UNLESS. OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER CIYi1. �6 •. D U R .FAC . 1 . 2 5 a FROM. KD
'
• DRAWINGS 160 A•l. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .N�`
AI En eefed Products Inc. RESPONSIBiL17Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. • THE SUITABILITY AND USE OF THIS CA�6 S PA C I N G 2 1 "
R N PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER
P 30cram to, CA 95828 coxPancxT Fo A T
ANSIITP I.1�I995 SECT 1 H 2.
(M112042-MALAT1A9 2042 LOT 3 D1 COM HVAC ill IS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHOR6-2x4 DF -L #1 JN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE
C=D BOT CHORD 2x4 DFL #1 TC @ 24.00" OC.,BC @.72,00"'OC.
WEBS 2x4 DF -L Standard
\
�PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3- DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. rc
ri ADDITIONAL LOADING PER TRUSS MANUFACTURER 10 PSF BC LIVE LOAD PER UBC.
--------------------- =--------- 7---
rniC From O,PLF at 35.00 to` 42 PLF at 41.00- Y '
o RR`USS SUPPPORTS-24'0#-MECH"UNI*TAUNTT CENTERED AT 20-6
�oUPPORTfDy,BY TC:_UNIT_WID_TH 2 4-O;s'SUP,P.ORTE.D..BY.`_TRUSSE .
(1) REVISED 7/6/01 -TSB; HVAC NOTE 145X6 = a:
W2 AX4 W2. 5X4 ' . . • ':
W3X6 - W3X6 •F `
ti W1.SX4 6 r 6
W1 5X4
1
CZD-
- •' q
w
W3X6 = W3X4 - W3X4 W3X6 142:5X4 = 9-0-0
� • W3X8 (B1) = A - - 0.5X4 = _
w • W3X`8(B1)
z 2I o -
c0.01
w 7-2-5 1 6-7-13 6 7 13 6-7-13 • 6-7-13 7 2 5
8-6-5 7 11 1'3 7 11 13 7-11-13
z Lr 20-6-0. a-6 5
• 1
20-6-0
I
'4' 41- 0 -Over --2—S upports -�
IR=1542 W=3.5"
R=1658 W=3.5" -
N PLT TYP. Wave TPI 9S R Design Criteria: TPI STD UBC 19.5a "t� ��'"
1 '
Longfellow Lumber "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND A fey 1^� } Aph3C 1 e = . 1875
" F t - a
— 89 Laren Avenue, Chico CA 95929 BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ee♦'VESS �1rC fLA Udy�S`i� `n: F R427 -26760
O INSTITUTE. 583 O'O1IOFRI0 DR., SUITE 200. HAOISO14: W1 $3719). TOO SAFETY PRACTICES PRIOR TO {�`
O PERFORMING THESE FUNCTIONS. U14LESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED a ,,,sss1lT���ccc t� ��;; tt1l,
N ' STRUCTURAL PANELS. BOiT011 CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 11 �.j• T C O L 1 • O F 'DSA y'Ao 7/05/01
•'IMPORTANT•• FURIIISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIIIE ENGINEERED
C!] PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC D L 7 . O F D R AD$R 27 01186025
A L P I N E OR THE TRUSSES ]H CONFORMANCE WITH ipl; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND r
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN V r m B C L L 0 - O PSF , 'C A G • I B / C W C
.--a SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE HAOE OF 20GA ASiH A657 6RA0 CALV, STEEL. EXCEPT AS NOTfO. APPLY CONNECTORS TO * T 0 T . L D . 3 3. 0 PSF S E Q N - '31746
EACH FA OF TRUSS, AN UNLESS Or O's SE LOCATED ON THIS DESIGN, POSITION CONNECTORS .PER
DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS]ONAI ENGINEERING p '
AIpil a Engineered Products, Inc. RESPONSIBILIry SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ACID USE OF TN[S CIYl1. DUR .FAC . 1.25 FROM KD '
$aaaalento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RE
SPON5181LI Y OF THE BUILDING DESIGNER, PER • ` `•A ' �
T ANSI/TPI 1.1995 SECTION Z. - SPACING 24.0" -
THIS DWG PREPARED FROM COMPUTER INPUT •(LOADS & DIMENSIONS) SUBMITTED BY TRUSS HFR.
uAn , 11 IAT '1 - n7 Crlcc )
(I'InLVYc-1•IM LHI'Iltn ) •c v-rc -- _
TOP CHORD 2x4 DF -L �1 CALCULATED HORIZONTAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.17
-I BOT CHORD 2x4 OF -L #1 TO DEAD LOAD. M
cam-, WEBS 2x4 DF -L Standard "
IN LIEU OF STRUCT'ORAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC
?LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 24.00" OC, BC @ 72.00" OC.
I' DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. _
C`.7 r
d•
•10 PSF BC LIVE LOAD PER UBC.
W5X6
W2.5X4 W3X4% W2 5X4
W3X6,0 —' 6 143X6 0
W1 5Xk,- 144X4
o W7X6(R) UI T
a 31 10-3,
Q 3 W3X4 : �10-6-0
1'12.5X4
04— W2. 5X4 s*HS2512 143X8
z` 141.5X4 III
C.-I.P. W3X8(A1) =
w
z 5-8-14- 4 11 1 4 11 1' 4-11-1 4-11-1 4 11-1 4-7 15
p 7 4-9 6-6-12 6 6-12 6 6-12 6-6-12
20-6-0 -�— 14-6-0
� 35--0-0-Over 2,Supports�
� • R=1163
d R-1147 W=3.5"
c-7)
�gif
~I PLT TYP- High Stren th,Wave TPI -95\R Design Criteria: TPI STD UBC 19•.5a (%�a�; #`C R, A, 3 �- FGC
C=) IoI1gCe11ow LlmlbeT 'g'WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AMD B ` 3T � LL r kr6 . 0�P CII AL,
O 89 Loren Avenue, Chico r 95928 BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IP l (TRUSS PLATE Q�FESS10 SI W f Y
N, INSTITUTE. 583 C'OHOFRIO DR.. SUITE 200. MADISON. W1 53119). -FOR SAFETY PRACTICES PRIOR TO � 9FC L 0 0 5Ft
PERFORHING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL^HAVE PROPERLY ATTACHED
Js,�I Y `•�'
L.[ -i STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING., VVV
IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '� r� B C D L• .. 7 0 PS
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR. ANY DE ATION FROM THIS DESIGN: ANY FAILURE URE TO
.� Bry
U1L0 THE TRUSSES IH CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AHD OWL r D C LL 0 � . P S
A L P I N E BRACING OF TRUSSES. 7X15 DESIGN CONf ORNS 141711 APPLICABLE PROtl IS10N5 OF HDS (N ATI THAI. DESIGN
.� 'SP ECIFI CATTOM PUBLISHED BY THE AHERICAfl FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CoHH ECT ARE MAGE OF 20GA ASTH A653 GRAD QALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * * T 0 T . L D . 3 3.0 P S
EACH FACE OF TRUSS• AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITTON COHNECT0R5 PER XLX� D U R .FAC . 1.25
DRAWINGS 160 A -Z.- THE SEAL ON THIS DRAW IDG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �1 ■,�'
Alpine En fed products Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF 1X15 CA1�
P Saas�o,CA oduct COMPONENT FOR ANT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER.- PER 4 SPACING 2.4 . 0 "
ANSI/TPI 1.1995 SECTION 2.
Scale "1875"/Ft
REF 8427--26763
DACE 07/05/01
r%c SR427 01186027
C#,ENG`' JCJ/CWC
SS�QN - 31753
FROM KO
/ • THIS DWG PREPARED FROM;COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(MH2O42-`MACAMAR / 2042 LOT 3 D3 SCISS )
CALCULATED HORIZONTAL DEFLECTION IS 0:32" DUE TO LIVE LOAD AND 0.36" DUE
ITOP CHORD 2x4 06F -L #1• TO DEAD LOAD '
AnT CHORD 2x4.DF-L #1 ` r
M WEBS 2x4 DF -L Standard
IN LIEU OF S7RU04JRAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC
I`
24:00" OC,•BC @ 72'00" OC.
ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3.
DITIONAL LOADING PER TRUSS MANUFACTURER:
MEETS L/240.00 LIVE- AND L/180.00 T6TAL LOAD.
�`?
c— -- --- ------
---"-"-�" 10 PSF BC LIVE LOAD PER UBC., ,
From 0 PLF,at 35.00 to 42 PLF at 41.00 r
!'!2.5X4 416X6
_ W2.5X4 !•!2.5X4 W3X6 a
W3X6 W2.5X4 s -
c� 6 r
W1 _5X41, 4!1.5X4
W7X8=
-
Ta 3",.W2:5X4 4!2.5X4 _ 3
w
w - !!2.5X4 HS2512.-
w
_
413X10 (F2) 56 W2.5X4 = W3X10(F2)
CZ3 HS2512
w 2<y
2
5-8-14 4 11 1 4 11 1 4-11-1 4-11-1 4-11-1 4 11 1 5-8 14
7-4-9 6-6 12 6 6 12 6-6-12 6-6-12 7 4 9 r
_--c 20-6-0 20-6-0 j
I641-0-0 Over`2-Supports I I Y
R=1355 W-3.5"
R-1581 W=3.5"
i
Design Criteria: TPI STD UBC 19.4a , '~t C7+ 1 - �� �= F� ••� cale .125" Ft:
_ PLT TYP. High Strength,l•Jave TPI 95 R 27-`26762
O LoO�C1tOWLumbcr '•HARMING•" TRUSSES REQUIRE EFTREHE CAPE IN FABRICATION, HANDLING. SHIPPING. IRSTALLING AIID l tp�✓ TF''G LL ; 16.0 �•SF bR�:F;
�. 89 Laren nAvenue.lo Lumber
r 95928 BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE QFESsfQ4 £7
CV INSTITUTE. 533 O'ONOFRIO OR., SUITE 200: MADISON. WI 53119). FOR SAFETY PRACTICES PRIOR TO • n.,(� T�C D � 10 ` T Ee; 67/05/01
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED y �.
�-j STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. p
-;IMPORTANT", fURHISH A COPY OF TM IS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED D y�'Oi0 i BC DL 7 .0 'PSF , ORI! -CAUSR427 01186026 "
PRODUCTS, INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AMT FAILURE TO r BC LL 0.0 PSF CA -ENG JCJ/CWC
BUILD THE TRUSSES IV CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND j r a
ALPINE BRACING OF iRU55E 5. THIS DESIGN COLIFORMS WITH APPL ICABIf PRovlsroxs OF HDI (NATIONAL ofslcx - TOT.LD. 33'.0 PSF SEON - 31729 f
SPECTFICATI ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASIOCI AT 1011) AND TPI. ALPINE � �.yw ��;
CONNECTORS ARE MADE OF 20GA ASTM A653 SR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONIIECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTNERNISE LOCATED ON THIS DESIGN, POSITION COIINECTORS PER CIVl1.` , , D UR . FAC . 1.25
.FROM K D
DRAWINGS 160 A - Z. THE SEAL ON Tills DR AWING
IN ICATES .ACCEDTANCE OF PROFESSIONAL CM6I HEER1xG 6 V
En6lllExTC,. THE TRUSS
COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
AJpinedProductsIncRESPONSIBILITY SOLELY FOR TSPACING 24.0"
95826 C
I SOCr.Lllent0, CA OHPOxENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER
AN51/TPI 1.1995 SECTION 2.
S
L .
Departlent. of Development Services
Building Division
s 7 County Center Drive
Oroville, CA 95965 -
(530) 538-7541 (530) 538-2140 FAX
December 3, 2001
Malcolm Hall
P.O. Box 1001
'Owatonna, MN. 55060
Assessor Parcel Number: 068-346-023
Building Permit Number: 01-1293
This office reviewed revised trusses for the permit application referenced above. The plan
examiner's comments are listed below. =
Provide additional information and/or make revisions to plans, specifications and calculations as
follows:
1. You submitted revised trusses for this project on November 29. Any time an engineer has
done work on a project, he must, approve the truss design. (As he did with the original truss
package)
2. Truss C3 is now a three-point bearing truss, with a point load' in the middle of 6111 pounds.
Please have Mr. Mooney address this also.
If you wish to discuss these requirements, you may contact me at (530) 538-7541 between the
hours of 1:00 p.m. and -4:00 p.m., Monday through Friday
Sincerely,
Linda Simpson
Plans Examiner
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