HomeMy WebLinkAbout079-080-044-1610 _ �9, QQ
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MARTIN Frieda,,
�414.'Har
� n t� Dr Oroville "' $, wl D v
.(new ysingle family.) ,` ��k `'� � �*TT* •� � -
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PRESIDENTIAL
36-80-44 - -1610-90B,P,E,M
MARTIN, Frieda I
14 Hart Dr, Oroville {
p (new single family)
�v
t
OFFICE COPY
Address
x
GAS
Date/
�%L�� F�
Meter Bye
i ELECTRIC a
Meter By _
OFFICE COPY
Address
GA
y _ Date
1 ELECTRIC
Meter By ate�Zs�%
f
0
'JOB FINALED (Date)
Signature
J=OK
Q.= Not OFC
Not
yable MOBILE HOMES
Date MOBILE HOME UTILITIES (Plans) OK except Irs
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/O Concrete '
4. Water; Location -Test -Easement Needed (Sketch)
S. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap: / /"L"ft.
/ )"'Nat. or/ /" L"ft./ /"LPG
7. Utility Clearance
Date Card B-1 Date Card B-1
Date Card B-1 Date Caro B-1
Date MOBILE HOME INSTALLATION (Plans) OK except Ws
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
S. Drain; MH Test -Fall -Flex Connector
6. Water; MH Test -Regulator -Connector
7. Water and Sewer Connected -C/O to Grade -HD Approval
8. Gas and Electricity Tagged
9. Exits; Insp.-Sketch
10. Cert. of Occupancy
Date Card B-1 Date Card B-1
Date Card B-1 Date Caro 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg: Rfg.-Bracing
S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses
9. Siding; Nall Ing -Veneer -Stucco -Mesh -
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
Date Caro B-1 Date Card B-1
Date Caro B-1 Date Card B-1
Date POOLS (Plans) OK except #a
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and.Lighting, Distances-GFI
5: Elec.; Pool Lighting; 15 volts-GFI
6. Elec.;Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
'8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
r
.J=QK
O = Not OK
- = Not Applicable
' Not Ready
RESIDENTIAL (E
=
Date UNDER OOR (Plans) OK except #'s
V-Zo'nioSetbacks-Easements-Flood-Slope
g., Main; Soils-Elec. Grnd.-JJC' Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4—Rif, Porches & Decks; Soils-Steel-PZ/,Ftg. Depth
J.a mwalls, Main; Steel-Blockouts-Wrapped
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab; Steel -Wrapped
8. Pier -Fireplace Ftg.-Steel
W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. s Pipe; Size -Anchors
. Water Pipe; Test -Anchor -Regulator -Service Test
12. Electric; Underground
13. ffien.ms & Ducts; Clearance -Material -Support -Ins.
Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
15. Insulation
Date - J C 13-1 Date Card B-1
Date / and B-1 Date Card B-1
Dat BING Permit OK except #'s
ft�Ar Htr.; Vent -Access -Combustion Air -Baffle
it.W ipe; Test & Anchor -Nail Protection
1 . D.W.V.; Test -Fittings & Anchor -Nail Protection
1 Shower Pan; Test, First Floor -Tub Access
20,.Ts ub & Shower, Second Floor -Tub Access
1. Gas Pipe; Size & Anchors
Date 'fMAW lCard B-1 NVAz /bate Card B-1
B-1 FW Date Carey B-1
Date 19LEti`tRICAL Permit OK except #'s
22. Fixture & Transformer Clearanc -In .
48-Elec. Receptacles Spacing -Lights & Switches at Doors
&C Si Boxes & No. of Conductors -Stapled
. mex Installed Close to Edge of Studs & C.J.
.fiq'uip. Ground made up w/Mech. Fastners-Bond Gas & Water
Pf 2 Appliance Circuts in Kitchen & Conductor Size/GFI
Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga.
or Al
Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al.
nsulated Neutral 0 Yes ❑ No
ice -Riser Conductors & Ground -Main Disconnect
uip. Clearances Panels-Motors-Mech. Equip.
othes Closet Light -Shower Light -Spa Light
Smoke Detector
Date Card B-1 gZv Date Card B-1
Date C d B-1 Date Card B-1
Date ME ANICAL Permit OK except #'s
A.C. Ducts Insulation & Support
an; Exhaust above insulation
. Condensate Drain & Overflow; Size & Grade
3 Pance-Vent; Access -Comb. Air -Return Air Vent -115 outlet
.'Attic Access & Platform if Furnance in Attic
Date JTV Card B-1 JV Date Card B-1
Date Card B-1 Date Card B-1
Date FRA G Plans OK except #'s
,Sit'; Proper Material & Anchors
Studs -Nailing, Spacing & Bracing -Plates -Sound
. B ' ig Walls over Girders & Floor Nailing
4. raft Stop in Walls (rat proof)
it ps; Furred Ceilings -Stairs -Chases -Tub
—44.A6eaders & 8eam-Size & Bearing
jingle & Duplex)
Date AAMING (Continued)
Hangers -Post caps-Anchors-Connecto
46. Cing. Joist-Rftr. ties-Purlin-roof Br hthng.-Rfng.
. it ce ies r Type A Flue -Fireplace Throat cleara
Attic Access; Size & Romex Protection -Draft Sto -I affl
Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
Gar ge Fire Protection Framing
Pro arty Line Firewall & Openings
52.' -Ext. Doors -One T -Check Garage -3rd Story, 2 Exits
droom -Rise-Run-Landing-Fire Protection
y,22d on Roof Overhang -Attic Vents -Rafter Outriggers
5 . iding-Nailing Veneer
Screed -Fd. Vents-Underflr. Access
5 az'ng Area -Glass Protection -Skylights -Plastic,
5 h -ear Walls; N g -Bol
59. Insulation- I Ceilin
GO. -Walls -Windows
M. Cor tions from Previous Inspections
8"as -Meters Tagged; Gas -Electric
& Sewer Connected -C/O to Grade -HD Approval
Certificates
Date / (I I I/ /,t/Card B-1 / L -" Date Card B-1
Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
(NOTE: An entry must be made each time you visit job site)
Date VZ5MLCard
Date yyZIDCard
B-1 JCKDate Card B-1
B-1 Date Card B-1
Date FINAL(plans) OK except #'s
qXjl53_t,,Meps-Door
d'—Smoke
& Sidelight Protection -Landings
Detector
urnace; Vents -Clearance -Comb. Air -Connector -
In arage; Above Floor-Ducts-Mech. Protection
4.
'Bedroom Exiting
25r61F.l. & Bath Fixtures & Tub Access -Spa
Elec. Trim & Subpanel; Breaker Sizes & Labels
U,8faiirs & Rails
64,.,P
eplace or Stove; Clearances -Hearth
6
ec. Outlets at Wood Panel; Int. & Ext.
7
it. I. & Appliance; Grnd.-Air Gap -Cooking Clearance
7
I . Outlets & Receptacles at Kit. Counter
7 .
Garage Fire Door; Swing -Landing -Closer
uc in arage-Damper
7
r. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.
In arage; Above Floor-Mech. Protection
7
1 ., lec. & Mech. Equip. Listed for Location
7 .
Ele Receptacles in Garage; (G.F.I.)-Romex Protection
7 .
nsulation-Foam-Looked in Attic ❑ Yes
7
ck Construction -Post Caps
7
dn. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clear ked under Flop.k 0 Yes
80. Following instid.; Drive es O No; Walks Yes 13 No;
Planters []'Yes o
83
- finish
C. Unit; Disconnect, Electrical, Plumbing
ants Above Roof; PIbg.-Appliance-Firep lace. -Clearance to
Openings
84
onnect, Electrical, Plumbing
x rior Elec. Trim; G.F.I. Receptacle -Underground
yontilation Throughout House
Glass Protection
M. Cor tions from Previous Inspections
8"as -Meters Tagged; Gas -Electric
& Sewer Connected -C/O to Grade -HD Approval
Certificates
Date / (I I I/ /,t/Card B-1 / L -" Date Card B-1
Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
(NOTE: An entry must be made each time you visit job site)
U,NFIRG, LNSTALLr\TLtffl CER'TIFICATL
Building Owner
- Q / ,C�� t.c� Building Permit #
„ 1 �.�
Building Location
DESCRIPTION
OF INSULATION
ROOF
Material
Brand Name
_
Thickness(inches)
Thermal Resistance (R -Value)
EXTERIOR WALL
Material
Brand Name dG
Thickness(inchesl
Thermal Resistance(R
Value) ,Q -r/
CEILING
Batt or Blanket Type
Brand Name
Thickness(inches)
Thermal Res'st� R.Value)
Loose Fill Type ,je �
Brand Name .
Minimum Thickness (Inches) .io• 3" .
Number of Bags 7a Wt:
per bag.. a.$ lb.
Area covered(ft.2) 1789
Thermal Resistance(R
Value).. R. 38'.
FLOOR, ELEVATED
Material
Brand Name
Thickness(inches)
Thermal Resistance(R..Value).,
FLOOR, SLAB
Material
Brand Name
Thickness(inches)
Thermal Res.istance(R;Value)
Width(inches)
FOUNDATION WALL
Material
Brand Name
Thickness(inches)
Thermal Resistance(R.Value)_�_
I•hereby certify that the above insulation
was installed in the Above'building,•
is consistent with approved building department
plans and attachments and con=
form with requirements of Chapter 2-53
of State of.California
Energy Requirement
FIRM NAME/OWNER
STATE CONTRACTOR'S LICENSE NO.: �'•:
SIGNATURE OF.INSTALLATION APPLICATOR
DATE
I hereby certify the required features, devices, and equipment; as .shown on.the approved
Building Department plans and attachments have been installed and conform to.the..appli-
ance standards and Chapter 2-53 of the State of California'Energy:,.equirements:;
BUILDING CONTRAOTOR/OWNER (Please Print) STATE CONTRACTORS LICENSE :NO.- '
IRM NAi`'fE) :
IGNATURE OF BUILDING CONTRACTOR/OWNER DATE
j 2,�7 Z
HVAC FIRM NAME/OWNER (Please Print) &/-7/V STATE -CONTRACTOR'S LICENSE NO.
SIGNATAJRE OF HVAC CONTRACTOR/OWNER DATE
THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION
APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING.
SEPTEMBER 1988
COUNTY OF BUTTE'
DEPARTMENT OF PUBLIC WORkS
196 Memorial Way,, Chico ' Phone: 891-2751
7 County Center Drive. Oroville — Phonfe: 538-7541'
747 Elliott Road, Paradise — Phone. 872-6307
CORRECTION NOTICE
ER PERMIT NO.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, orneed adotional explanation, please contact this' office immediately.
D a t e Inspector
OWNER
COUNTY OF BUTTE,
DtPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County�-Center Drive, Orovi Ile — Phone: 538-7541'
a -dise
747 Elliott Road, P ra — P, -hone: 872-6307
CORRECTION NOTICE
') �b -7,? b
PERMIT Nb-.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
Date Y/s /YL-) Inspector
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541
APPLICATION AND PERMIT
PERMIT NO.
1V
:,
ASSESSOR PARCEL NUMBER
ASSESSOR
36-80-44
ZONING
1
BUILDING PERMIT
OWNER
Frieda -Martin
TELEPHONE
533-9323
SQ.FT. OCC. BUILDING VALUATION
1 5 R 66 000
OWNER'S MAILING ADDRESS
195 Parson Ln. Oroville 95966
630 M 8,820
CONTRACTOR'5NAME
TELEPHONE
257 cov
2,570
CONTRACTOR'S MAILING ADDRESS
Fireplace
CONSTRUCTION LENDER
UNKNOWN
C
Total Valuation $ 77.3 0
Filing Fee
$ 10.00
LENDER'S MAILING ADDRESS
Permit Fee
$ 367.00
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$ 183.50
Energy Plan Checking Fee
$ .00
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING ADDRESS
14n -rt Fir
Permit fee
$ 575.50
PLUMBING PERMIT
Filing Fee 10.00
Each Trap
8 2,00 16.00
Oro 'IJ�lp
Solar or heat pump water heater
20.00
LOT NO.
33
SUBDIVISION NAME
Copley Acre
PAR L MAP
%
WaterIn 1
p p g
5.00 5.00
Each qas water heater or vent
5.00 5.00
USE OF STRUCTURE
SF K2 Duplex❑ Mobilehome❑ Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00 5.00
Building sewer
5.00
Mobile Home S I G I W
10.00e
TYPE OF WORK
New ®X Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑
Describe work: 3BR _
Permit Fee
$ 46.00
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
Main service 600V OR LESS
100 AMP OR LESS
10.00
Main service EA. ADD'L 100 AMP
2.50
CONTRACTORS LICENSE LAW
1 declare under penalty of perjury (check one):
® I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license Is In full force and effect.
License No. 19��
�� Classification
❑ I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ 1, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
oR ADDNST l ACCLBLDGSCCU
21/4sgft
NEW CONSTR. ULT(.OUTLET
NO N•R ESID BRANCH CIRC ITS
2.50 ea
POWER APPARATUS &)
(SINGLE OUTLET CIR.
Ex. Occu p�OUTLETS OR FIXTURES
2ALO 30
eA1030
EX. OCCUp. OUTLETS (RESID,)FIXED APPLNS.REA.1
2.00
Temporary service
10.00
Mobile Home Facilities
15.00
Misc. Wiring
g
15.00
Permit Fee
$
79 _5o_
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
❑ I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Contractor
MECHANICAL PERMIT
Filing Fee 10.00
Heating
6,00
Cooling
6.00
Hood
3.00 3.00
Ventilation
Penult Fee
$ 25.00 •
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County of
Butte to enter upon the above-mentioned property for inspection purposes.
1 also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against said County in consequence of the granting of this permit.
X40 ��' 9d
Signature of Applicant - Owner❑ Contractor 5' Agent ❑
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee SIXON 30,00
O CONST TYPE
P
TOTAL FEE $ 7/56.00
HAZ
CUA
-- I
PARK
-
scHL
FLD
PD
HD
IssuE
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which fees
DI C OF PUBLIC
By
PERMIT EXPIRES ate
the applicable provi-
resolutions to do
have been paid.
WORKS
Date i6h7loo
Receipt No. hh757
WHITE-D.P.W.. FELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT
COUNTY OF BUTTE - DEPARTMENT�QF PUBLICWORKS - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE,. CALIFORNIA 95965 - TELEPHONE: 916/538-7541
PERMIT APPLICATION DATA.SHEET
Permit No.
OWNER Fr\ I t_:b47,� Dr/L/ A P. -No.
Proposed Building Use iilding Inspector' Date����
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
DATE RECEIVED APPROVED
1. All items have been submitted . .....................................
2. Plot plans in duplicate/triplicate, signed by preparer of plans........
3.* Complete plans in duplicate/triplicate, signed by preparer. of plans . .
4. Complete engineered plans and calcs, with wet signature on plans . .
5. Hazardous Material Form ..........................................
6. Energy Design Compliance and supporting documentation .........
7. Statement of Intent for Non -Heated and AC Buildings ...............
8. Engineered truss details and layout in duplicate (required prior to plan check)
9. Mobilehome installation data including manufacturer's installation
instructions....................................................
10.'Fees of $ ........................
11. Chico Urban Area fees paid .......................................
19 Park fees paid
If School Is rict fees paid . !o- Z-90 Ik4
D� . Sanitation approval from �� �� Health Department
15. City of Chico plumbing permit .....................................
16. Plot plan and business license approval from City of
. (see City for other requirements)
17. Planning approval for (A) Use: (B) Parking: ......
18. Improvements may be required. Contact Land Development Section DPW
19. Driveway permit (construction approval required prior to occupancy)
20. Pre -Inspection for required Pre-Inspec.request to
Building Inspector (Date)
21. Contractor's license information (No., Name Style, Classifications ...
22. Certificate of Workmans Compensation Insurance ..................
23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) .....
24. Recorded copy of Agricultural Acknowledgment Statement .........
25. Letter of signature authorization .................................. .
26.
27.
When you issue the permit, process process as follows: Mail to,gwner. Mail to contractor.
r Telephone S3 Z:3a-_�hnd hold for pickup at office. Deliver w.
/inspector.
Others
Applicant �` /,�'��` Date
3
Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date
Copy of plans sent Health Dept. _Fire Dept. Other Date By
The following data must be submitted prior toDemit A' J` an_ge�:_(Circle new item not checked above).
1. Index permit for above items No.
2. Additional items required: ���
Contractor, designer,(own , was advised of above required data by-)Lphone---jnail—counter by_date
Contractor, designer, owner, was advised of above required data by —phone _maII—counter by date
Plans checked by Date G� Ians approved by Date &-_ If 90
Sets of plans on hold in -tgL"File cabinet AP folder
Copy—DPW
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC
7 County Center Drive - OPoville,California 95965
WORKS
- Telephone: 916 •539-7541
PERMIT NO.
ASSESSOR 7771 APPLICATION AND PERMITCEL -
-
MBE=
ZONING
°wNER /G/t�TEL�
—
1�^
BUILDING -PERMIT
��PMON 3
1
owNER-�., INco R�ss
S0. F i . I OCC. BUILDING VALUATION
0;U c
CONY R AO
C TGR'S NAME
j I
-- 'ELERvONE
CJNTRACTOR'3
V
V
— ��
I
MAILING ♦DOR E33
I I
CONSTRUC TI ON-LEND ER
Fireplace
I
UNKNOWN
LENDER'S MAILING ADOR>:55
Total Valuation S
.. A.R CMITECT OR ENGINEER r^".r '��.Yr.wts::,.7..a:.lav"1^7�6p'.,^a,�l:.iu:r`sr•n?ti''"+-_=.C,�;+
Fee ,.. 'S :n.;•. wall 0.00-
-Perm [ Fee
-t=,
LICENSE .40.
ARCH ITECT OR
Plan Checxing Fee
I S
I
ENGIN EER•5 MA, LING ApOPSS
E
Energy Paan C`ecxinc Fee
S
BUILDING ADDRESS
Pendl[y
S y
Permit fee
I S
t
PLUMBING PERMIT
Filing Fee 10.00
Eacn Trao
2.00 �Q
LOT o. sueolvlslo�AME
Solar or heat pump water heater
RARC EL MAP
,
Nater pioing
20.00
----------------
500
USE OF S CTURE
Each pas water heater or vent
°•00
SF Duplex Mobilehomel Other
Gas piping system 1 - 5 outlets
5.00
Building sewer
SP c:Fv
TYPE OF WORK
Mobile Home I S t ;+ 1
G r 1
5.00 i
110.00 ea
New I Addition ElRemodel II _ II
Utilities❑ InstallationC Other
Permit Fee
Describe work: 7
S 6
Contractor
ELECTRICAL PERMIT
I Filing Fee 10.00
Main service 5001 0,R'-RssEss
10.00
CONTRACTORS LICENSE LAW
I declare under penalty'of
Main service EA. AOD•L sap AMP
NEw coNST.
2.50
er ur
P j y (check one):
GC', CL_INc occ P..
OR AODNs. Acc. BLOCS.
12Y:¢sgftl
I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code
"EW RESIO uL-;.OUTL E
No N.R�sID Ba ANcu c:Rc:Ts
12.50 eaj
and my license is in full force and effect.
License No.
(P^WER APPARATUS
sNCLE ouTL_T c:R.
Classification
I, as the owner, or my employees with wages as their sole
sation,
Ex- Occup (OUTLETS OR Fix -, UR-5
Ex. Occup. �L-E° L .s JR2.00
PP=sIG
IIzo.3� r,
30
compen-
will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
-s `A
Temporary service
ISAI
I, as the owner, am exclusively contracting with licensed contract-
(Sec. 7044)
Mobile Home Facilit�s��Jl
.00I
Gors.
am exempt under Sec. _ — . Business and Professions Code
Misc. Wiring
.00
for this reason
-
Permit Fee
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury
Contractor
S
(check one):
l_ The permit Is for 5100.00 (valuation) or less.
MECHANICAL PERF IT
I FiiimFee � 10.00
CI have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation
Heating
I I
Insurance or a Certificate
of Consent to Self-Insure.
I Shall not employ an
Y y person in any manner so
Cooling
to the W.P as to become subject
C. laws of California.g
Hood
ca this
Notice to Applicant: If atter making this statement; should you become subject
to the W. C. provisions of the Labor Code,
Ventilation
I 300 I
you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Permit Fee
S
I certify that I have read this
Contractor
-
application and state that the above information
is correct. I agree t0 comp) t0 all relating
to building construction, and hereby State Laws
Mobile Instailadon Fee
Ener
S •
i
authorize representnances atives of the County
Butte to enter upon the above-mentioned y
Inspection Fee
S
s
property for inspection purposes.
I also agree to save, Indemnity and keep harmless
°CccoNsr riv e
the County of Butte against
all liabilities, judgments, costs• and expenses which may in any way
against said-County in
accrue
consequence of the granting of this
"AZ ct"` PARK sc„` °c°
PAR POI No
permit.
X
Issue
I
Date
Signature of Applicant - Own.r � Contractor G Agent G
Th;s permit is nereov issued under [ne a
sions or the applicable prove-
Butte County Cade and/or resolutions to
work
!
_ I
A. OSHA permit if required for escavations over 5'0' "
ion of structures over 3 stories in height. de p and demolition or construct-
1.0
do
indicated above for which fees have been paid-
ECT OF PUBLIC
N
WORKS
{
..
�.:.—
Receipt No. — _ ...
. '...:
_
-
-
Wert-a.P. W., TtLLow. A�et7lOw, Pip e.,p SPC CT011, 40"CNROD-AP-LJ CANT -
_
By
..
PERMIT EXPIRES
-•- -
_..
Date' _
�i
ORtP
PERMIT NO: 38-90
Lake Oroville Area Public Utility District
1960 Elgin Strut
OROVILLE, CALIFORNIA 95966
533-2000
®ISTRICT APPROVAL AN®
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, must
be submitted to Butte County.
Date:
Applicant:
Applicant Address:
Applicant Phone No.:
Property Location (s):
A. P. No. (s):
Fees due:
April 24, 1990
Frieda E Hart Martin
195 Parson Lane, Oroville, CA 95966
533-9323
Copley Acres No. II - Lot 33
36-80-37
$275.00 Connection fee and $900.00 SC -OR Facility
Application for service approved:
LAKE OROVILLE AREA
PUBLIC UTILITY DISTRICT
Inspection(s) made and successful test(s) observed:
Location:
M
Date:
Lake Oroville Area Public Utility District release to close permit:
Date: By:
BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM
!(lOne Form per Building)
A.P. Number —0_11` Building Department No.
School District oeo - FI -F, City F-1 County Jurisdiction
Property Owner ;}= e )3 04 - M 19,E -rt V ,.
Project Location/Address 14A e'r it e 19,6o,
Subdivision Coo10- f—r-4 Lot Number
w
Residential Development:
Sq. Footage
# of Living MHI Addition ( roup R)
Units
Commercial/Industrial: Sq. Footage
New Addition (Including Exterior
Roofed Areas)
Building'Department Representative
Date
r * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
(Floor Plans reviewed by School District Personnel)
in
District Id No..
��"P School District certifies that
(Applicant,'Name) (Phone Number)
lja'x� 1 4
(Street Address)
"J.6_
(City) (State) (Zip Code)
1
has complied with the requirements of Resolution No. Pq- 57d -D 49
by the payment of $ a'2(00'7 representing square feet.
School District2gepresentative Date
PAID BY CHECK NO.
BANK NO 9O - Zi09,?�/�/%
PAID BY CASH
W
white -applicant, yellow -building department, pink -school district
SCHOOL.FEE (8/88)
RESIDENTIAL PLAN CHECKING GUIDE
MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D)
Exterior plaster - weep screeds (Sec. 4706).
Proper roof pitch for roof covering (Chapter 32).
Roof covering type - (fire hazard).
Rafter ties or bearing ridge beam.
5/89
Adequate bracing.
. Living area over garage - complete 1 -hour separation required on garage side
including supporting walls and posts, etc.
. Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716).
. Attic access and ventilation (Sec. 3205).
. Underfloor access and ventilation (Sec. 2516).
1 Combustion air for fuel burning appliances.
1 Noise requirements on duplexes.
. Adobe soils - special foundation design.
. Retaining walls requiring design.
1 Unusual shape, size, or split level house requiring lateral design.
. Flashing at all exterior openings.
'_s001MOP
Mv'! L e, 4! ��L - e
M
1
v�1D�T`eN "Fea2 "1'eu%S'E:S
OAF
vim- ` \ / � _ 1 �: �,-•`� ' "� �1
/,�
0
I 2C1_�f (::�
5/89
RESIDENTIAL PLAN CHECKING GUIDE
(S.F. , DUPLEX; &• MISC. ONLY)
Bldg. Permit # — ��
OWNER f D A.P.. W ;�
GENERAL
Zoning requirements: (sideyards
Valuation.
Plans signed by designer.
Energy Design and Compliance.
Existing violations on property.
6. ItEms on data sheet.
PLOT PLAN
and number of permitted living units).
Complete parcel size and dimensions.
Setbacks, sideyards, easements, etc.
Other buildings or structures.
Grading, fills, drainage.
Flood hazard.
SpEcial conditions on creation map or compliance document.
FAL- & FAS road setback.
PT.nnp PT. AN I '
Complete to scale plan with dimensions.
Rec,uired windows for light and ventilation (Sec. 1205).
Required windows for second exit (Sec. 1204).
Skylights (Chapter 34 & Sec. 5207).
Hunan impact glass (Sec. 5406).
Required room sizes, ceiling heights (Sec. 1207).
GFCIs in baths, garage, and exterior outlets (Article 210-8).
Light fixtures, switches, receptacles, and exterior receptacles for maintenance
of, mechanical equipment.
Locations of water heater, heating and cooling equipment, other electrical or
gas equipment, and plumbing fixtures:
Garage firewall, door size, and closer (Sec. 503(d)(3)).
1 = 3'0" exterior exit door (Sec. 3304(e)).
Fireplace and wood stove location, alcoves, and clearance.
Smoke detectors (Sec. 1210). 1
DET.
��Foundation plan complete enough to construct building.
i2� Floor construction details complete enough to construct building.
Elevations and wall construction details complete enough to construct building.
Roof construction details complete enough to construct building.
Fireplace construction details and calcs if necessary.
MI CELLANEOUS ITEMS TO LOOK OUT FOR
Stairway details: landings, rise and run,
Guardrail details (Sec. 1711 & 3306(j)).
Br_ck or stone veneer (Chapter 30).
head clearance, handrails (Sec. 3306).
Certificate of Compliance: -Residential ._ Climate.Zone ___ _ -a;� :
1 Y T
w7
- r Mandatory Measures Checklist: Residential -... MF -1R
x r^ NOTE Lowrlse tesidential buildings subject to the Standards mats contain these owes regardless of the compliance
Project Title F/ approach used. Items marked -with an asterisk (') may be superseded try more stringent•;anplianoe requirements liars
s: ' Bu ermit N on the Certificate of Compliance When this checklist is incorporated into the permit documents. ulk features rioted shall
Protect AdtStest be considceA by all panics as binding minimum component perform&= specifications for the mandatory rrteasurei
, — L 9 p E whether they are shown elsewhere in the documents or on this checklist only.
tb
eaked By / Date
Documentation Author rTelephone Fnfomement Agency Use Only I DFSt'R1lriloN DESIGNER ENFORCEMENT
Building Envelope Measures
BUILDING DATA -
Glass. Area % Glass • §2.5352(a): Minimum ceiling insulation R-19 wcithted average.
North �`� §2.5352(b} Loose fill insulation manufacturer's labeled R.Value.
Conditioned Floor Area 16,6o Number of Stories I East 2 . 7 ' 42.5r c): Minimum call insulation in famed walls R•l l weighted average (does not apply to
1 'sed Floor Number of .Units South .I V_ ' exterior (m>St b edge
§2•sls2(kY slab edge irn:ttlation .water absorption rate no greater dun 0.3'b, water vapor
Single Family Detached (SFD) [ ] Addition Alone - Wim ` + transmission rate no greater than 2.0 perm/inch.
[ ] Single Family Attached (SFA) [ ] Existing Building Skylight Q
J2-531 1: & Indicate
specified o installed motes California Energy Commission (CEC) quality
standards Indicate type and form.
[ ] Multi -Family ClAn [ ] Existing -Plus -Addition Total �_ 62.5352(0: Vapor barriers mandatory in Climate Zones 14 and 16 only.
BUILDING SHELL INSULATION
Component
Insulation
Locanorr/Comments
Type
R -Value
(attic, to garage, r pitaL etc.)
Wall ..............
Q—/�
. MIA1. ')c7-= IilAi4if S
Wall .............
South ( )
Roof .............-3�
West (✓�
C •
Roof .............
Skylight.......
Floor .............
—
t
Floor .............
Slab Edge.....
t7
SG14
.GLAZING--
Shading Devices
Glazing
Area
Glass Type Interior Exterior
Orientation
(SO (single, d
North
AZ
North ( )
East
East )
South.
South ( )
West (✓�
West ( )
Skylight.......
Q
THERMAL MASS
Type/Covering
Area
Overhang Framing Type
Thickness
t.
§2.5317: Infiltrabon/Esfiltration Controls
a. Doom and windows buween conditioned and unconditioned spaces designed to limit air
leakage.
b. Doors and windows certified.
c. Doors and windows weathersuipped: all joints and penetration caulked and sealed
12-5352(c): Special infiltration barrier installed to comply with 12-5351 mccu CEC quality
standards.
§2.5352(d): installation of Fireplaces
I. Masonry and factory -built fireplaces have
a. Tight fitting. closeable metal or glass door
b. Outside au intake with damper and control
e Flue damper and control
2. No continuous burning gas pilots allowed.
HVAC and Plumbing System Measures
§2-5352(8) and 2-5303: Space conditioning equipment siring: attach calculations.
§2-5352(h) and 2-5315: Setback dnernnostat on all applicable heating systems.
§2-5316(a): Ducts constructed, installed and insulated per Chapter 10. 1976 UMC.
§2.5316 ft Exhaust systems have damper conoolL
§2-5314(c): Gas-fired space heating equipment has intermittent ignition devices
§2-5314: HVAC equipmetit, water neaten. showerheads and faueeu certified by the CEC.
12.5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/cxterior
insulation (R-16 or greater). fust S fes of pipes closest to Lank insulated (R-3 or greater).
12.5312(Excepeion 1): Pipe insulation on steam and steam condensate return At recirculating
piping.
§2 .5318(d): Swimming Pool Heating
1. System has..
a. On/off switch on heater.
b. Weatherproof instruction plate on heater:
e. Plumbed to allow for solar.
2. 75 percent thermal efficiency.
3. Pool cover.
4. Time clock.
5. Directional water inlet.
Lighting and Applunce Measures
' §2-53520): Lighting .25 lumens/watt or greater for general lighting in kitchens and bathrooms.
§2-5314(c): Gas fired appliances equipped with intermittent ignition devices.
§2.5314(a): Refrigerators. refrigerator-frx7ers. freezers and fluorescent lamp ballasts certified
by the CEC. Indicate make and model number.
21ARMLff A 160 AL2 !t+ p411yrr #+/ &AV#40R / r"T. /EM I XY COl► PUANCE STATEMENT
This certificate of compliance lists the building fcatute3 and performance spetafiptions needed to comply with
' Title 24, Chapter 2-53 and Title 20. mptrr 2. Subchapter 4. Article 1 of the California Administrative code. This
{ certificate has been signed by the individual with overaU design responsibility and the building owner. who shall
HVAC SYSTEMS Mirimutn Duct { j retain a copy of it and transmit the certificate to any subsequent pur laser of the building.
Type (furnace, air Efficiency Location Duct Output Manufacturer/ Model # Desi Building Owner
conditioner, heat pump) (SE, SEER.HSPF) (attic, etc.) R�Val')ue (Binh) (or approved equal) i g
�% �• `
-92. ''�— 1 Tu1e/Ftmt: Name
TitkJFum.
g.9 1 C- S.7 Addseas: Address:
' Telephone: Telephone
Maximum Furnace Heating Output: Btuh Lic• 0:
HOT WATER SYSTEMS Tank Manufacturer/Model#
System Type (storage gas, etc.) Capacity (or approved equal) Special Featum(s) (signature) (at.) (signattae) (date)
-II GAS I Documentations Author Enforcement Agency
• = i ;_ Name: N
SPECIAL FEATURES/REMARKS (Add -extra sheets if necessary) a. c
. _... K.
.. l'•e Telephone
1. Ceiling Insulation...
Single- Single -
- `
Number of stories
I.
R -value One
Two
Three -
R -0 -103
49
32..
R-19 -8
-4
-2:
R-30 -2
-1
-1
R38 0
0
0
U -value
U -value
-21
0.50 -176
-84
-54
0.30 -102
-49
32
0.10 -26
-13
-8
0.08 -18
-9
-6.
0.06 -11
-5
-4
0.04 -4
-2
-1
0.02 4
2
1
0.00 ii
5
3'
2. Wall Insulation
U -value
Single- Single -
- `
Number of stories
Family Family
Mule -
R -value
Detached Attached
Family
R-0
-68 -51
34 `
R-11
0 0
0
R-13
2 2
1
R-19
8 6
4
U -value
-21
-14
0:80
-153 -114
-76
0.50
-91 -68
-46
0.30
-47 36
-24
0.10
0 0
0
0.08
4 3
2
0.06
9 7
5
0.04
14 11
7
0.02
19 -14
10
0.00
24 18
12 :
3. Raised Floor Insulation
-4
-
Insulation inaFloor'
• 0.80
-1
Number of stories
0
R -value
one Two
Three .
- R-0
-17 -8
-5
R-11
3 -2
-1
R-19
0 0
0
R-30
3 1
1
U -value
"- -- -
- `
Number of stories
'-----0.60.
444
-70
46
0.50
-120
-58
38
i 0.40
-95
-46
30
0.30
39
34
-22
0.20
-13
-21
-14
0.10
-17
-8
-5
0.08
-11
-6
4
--- 0.06
-6
-3
-2
0.04
-1
0
0
0.02
4
2
1
0.00
10
5
3
Controlled Ventilation Crawlspace
"- -- -
- `
Number of stories
Mass_
R -value
One
Two
Three
R-0
-11
-7
-5
R-5
-4
-4
3
R-11
-2
-2
-2
R-19
-1
-2
-2
' 4. Slab Edge Insulation
4
40
-90
Number of Stories---
.26
R-value
One
Two
Three
'. R-0
0
0
0
R-5
8
5
2
R-7
8
6
3
F2 factor
29
-58
-20
0.90
-4
3
-1
• 0.80
-1
-1
0
0.70
2
2
1
' 0.60
6
4
2
0.50
9
6
3
0.40
..4.
12
8
4
S.- Infiltration (Air Leakage)
Specification _ Points
Standard.
6. Glass Heat Loss
Total
"- -- -
- `
Raised Floor..-.
Mass_
Ll -value
%Glatt
Percent
Effective Pereatt Glsus
Soud1:
.51 to
.41 to
.31 to
0.30 or
Glass Single
Double
.60
.50
.40
less
50 .
-121
-53
-39
-24.
-10
4
40
-90
37
.26
-14:
3
8
35
-75
-29
-19
.9
= 1
10-
0"30
30
-61
-21
-13
-4
4
12
29
-58
-20
-12
-3
5
12
28
-55
-18
-10
.2
5
13
27
-52
-17
-9
-2
6
13
26
-49
-15
-8
-1
7
14
25
-46
-14
-7
0
7
14
24
-43
-12
.5
1
8
14
23
-40
-11
-0
2
8
15
22
37
-9
3
3
9
15
21
-34
-7
-2
4
10
15
20
31
-6
0
5
10
16
19
-29
.4
1
6
11
16
18
-26
3
2
7
12
16
17
-23
-1
3
8
12
17
16
-20
0
4
9
13
17
15
-17
1
6
10
14
17
14
-14
3
7
10
14
18
13
-12
4
8
11
15
18
12
-9
6
9
12
15
19
11
3
7
10
13
16
19
10
3
9
11
14
17
19
9
-1
10
13
15 '
17
2
T
2 -
12
14
16_
18
_20
20
7. Shading (Shade Open)
-
Slab Floor -
Raised Floor..-.
Mass_
'
%Glatt
Norft
Effective Pereatt Glsus
Soud1:
West
Sig6plu
(percent Plass x SC)
-14
Effective
-b9
-64
na
.Glass
North
East South 'West
Skylight
18
5
1 .. 4 1
na
16
4
2 5 1
na
14
4
2 5 1
na
12
3
3 5 2
na---
a-'11
11
3
3 5 2
na
10
2
3 5 2
1
9
2
3 5 2
2
8
2
3 S 2
2
7
1
3 4 2
2
6
1
3 4 2
3
5
1
2 4 2
3
40
3
2 3 1
3
3
0
1 2 1
3
2
0
0 1 0
3
1
-1
-1 -1 -1
2
0
-1
-2 -4 -2
0
na = not allowed
-5
-4
IB. Shading (Shade Closed)
2
I
Effedlve.Pes cmt Glass
-2
-1
-9
(pescmt Blas x SC) -
4
Elfec*a
-
Slab Floor -
Raised Floor..-.
Mass_
'
%Glatt
Norft
Ead
Soud1:
West
Sig6plu
18�
-14
48
-b9
-64
na
16
-12
-42
39
-55
na
14
-10
35
-50
-46
na
12
-8
-29
-40
37
na
11
.7-
-26
36
33
na
10
-6
-23
31
-29
-74 "
9
-5
-20
-27
-25
-65
8
-5
-17
23
-21.
-56
7
-4
-14
-19
-18
-47
6
3
-11
-15
-14
38
5
-2
-9
-11
-10
-30 _
4
-1
-6
-8
-7
-23
3
0
-4
-5
-4
-16
2
I
-1
-2
-1
-9
1
4
6
8.
8
9
r2
3- .__._4,.....,.,..3t,....,.,...0-
5
7
na - not allowed
9
10
4.0
3
9. Interior Thermal Mass
Interior
-
Slab Floor -
Raised Floor..-.
Mass_
'
Stories
Mule
.
Stories
Attached
/CFA
One
Two
Three
One
,Two
Three
0.0
-8
-5
-4
-2
::.-1':
-1
0.1:
-8
-5
3
-1
" 0
0
0.3 =.::..
-7
-4
-2.
0 '
1
1
8
1.40
12
13
9
1.60
10
0.7.
-5
-2
-1
1
2-
2
0.9
-5
-1
0
2
3
3
1.1
-4
-1
1
3
4
4
1.3
-3
0
2
3
4
5
1.5
-3
.1 ...
2
4
5
5
20
-1
2
4
5
6
7
25
0
3
5
7
7
8
3.0
1
4
6
8.
8
9
3.5
2
5
7
9-
9
10
4.0
3
6
8
9
1110
-7
4.5
3
7
8
10
11
11
5.0
4
7
9
11
12
12
5.5
5
8
9
11
12
12
6.0
5
8
10
12
13
13
6.5
6
9
10
12
13
13
7.0
6
9
11
13
13
14
7.5
6
10
11
13
14
14
8.0
7
10
11
13
14
14
8.5
7
10
12
13
14
15
10. Exterior Wall Thermal Mass
Exterior
Wall
Single-
Single.
Sum of 1.6
-2
Family
Family
Mule
Mass
Detached
Attached
Family
0.00
0
0
.0
0.20
3
2
1 ;
0.40
5
4
3
0.60
8
6
4
0.80
10
8
5
1.00
13
10
7
1.20
13
12
8
1.40
12
13
9
1.60
10
13
11...
1.80
10
12
12
200
10
11
13
11. Heating System
SE or FLSPF
(assumes ducts In attic)
Zonal Control Adjustment
System Type ' .
Resistance /0 9. 7 6 4 3
Other 6 5 4 3 2 2
12. Cool[ng Sy vm
-5
-4 -4
Sum of 1.6
-2
SEER
Two +
3
25 or -24 to
-14 to 4 to
+6 to
16 or
SE
HSPF
less
-15..
-5
+5
+15
more
0.72
6.60
0
0
0
0
0
0
0.75
6.88
3
3
3
2.
2
1
0.80
7.33
8 -
7
6
5
4
3
0.85
7.79
13
11
10
8
7
5
0.90
8.25
17
15
13
11
9
7
0.95
8.71
-20
18
15
13
11
8
7
6 5
Effective
SE or HSPF
2
11.0
(SE or HSPF x dud efficiency)
9 7
Effective -25
or -24 to -14b
-4 to +6 b 16 or
SE
HSPF
less
45
3
+5
+15 more
0.30
2.75
-73
-64
-56
.47
-38
-30
na
3.41
-45
-39
-34
-29
-24
-18
0.40
3.67
-34
30
-26
-22
-18
-14
0.50
4.58
-10
-9
-8
-7
-5
-4
0.56
5.13
0
0
0
0,
0
0
0.60
5.50
5
5
4
3
3
2
0.70
6.42
17
15
13
11
9
7
0.80
7.33
25
22
19
16
13
10
0.90
825
32
28
24
20
17
13
1.00
9.17
37
32
28
24
19
15
Zonal Control Adjustment
System Type ' .
Resistance /0 9. 7 6 4 3
Other 6 5 4 3 2 2
12. Cool[ng Sy vm
-5
-4 -4
-3
-2
SEER
Two +
3
3_i 2
2
2
(assume: ducts
In attic)
Interior Massl rior
. ' CFA
.....
r
U -value 10.0301
Stm of 7-10
Wall Insulation
Single -Family Detached
and
Attached
-25 or ,24 b i -t4 b
-4 b
+610
16 or
SEER
lest
-15 -6
+5
+15
more
8.0
-14
-12 -10
-8
-6
-4
. 8.5
.9
-7 -6
-5
-4
3
8.9
-5
-4 -4
-3
-2
-2
9.0
-4
3 -3
-2
-2
-1
9.5
0
0 0
0
0
0
10.0
4
3 3
2
2
1
10.5
7
6 5
4
3
2
11.0
10
9 7
6
4
3
-• 120
15
13 11
9
7
5
13.0
20
17 .. 14
12
9
6
0
WSB
Effective SEER
-12
-10'
•8
(SEER xduct eificlency)
POU
-All --12
-9
Sun of 7-10
-6
IG
None
Effective -25 or -24 to -14 b
-4 b
+6 b
16 or
SEER
lest
-15 b
+5
+15
more
5.0
30
-25 -21
-17
-13
-9 .
6.0
-12
-11, -9
-7
3
4 ;
6.6
-5
-4 -4
3
-2
-2
7.0
0
0 0
0
0
0!
8.0
9
8 6
5
4
3
9.0
16
14 12
9
7
5 '
10.0
22
19 16
13
10
7
11.0
26 ,
23 19
15
12
8
12.0
30
26 22
18
14
9
13.0
33
29 24
20
15
10
i
Zonal Control Adjustment
3
HP
10
8 7
6
4
3
To Cooling System Installed
.- Stories
One
-5
-4 -4
-3
-2
-2
Two +
3
3_i 2
2
2
1.
. _
Interior Massl rior
. ' CFA
.....
r
U -value 10.0301
2'.
Wall Insulation
Single -Family Detached
and
Attached
8. Shading (Shade Closed)
TiK 2 PASS
! Unit Size (sq
..
Water
-
IITJ .1200
1700
2200
2700
Heater
Credit
or ,1 b
to
to
or .
Type.
Type
less 1699
2199
Infiltration
more
SG
None
0' t 0
0..
_2699
0
0
or
Solar
12 "i 8
6
5
4
- HP
-HWR
8 5
4
3
3
Slab)
WSB
5 3
3
2
2
= J
POU
. 8 5
_4
3
3
SE
None
37 -24
-18
-15
_
-12
-
Solar
-1 -1
-1
0
0
80%
HWR
-18 -12
-9
-7
3
0
WSB
-25 -16
-12
-10'
•8
_
POU
-All --12
-9
-7
-6
IG
None
-5 -3
-2
.2
-2
3.8
So!ar
7 5
4
3
2
5
POU
3._ _ 2
1
1
1
IE
None
-28 7-9-14
1.4
-11
-9
21'
Solar
8 5
4
3
3
3.3
POU
-10 ` 3
-5
-4
.3 ,
4.6
Muld-FamRy (Individual
5
units)
Y
217%
0.3
--i Lh-A Size (so
0.8
Water
1.2
699 700
1200
1700
2200
Healer
Creditor
b
b
b
or
Type
Type
lest ;1169
16%
2199
more
SG
None
0 0
0
0
0
or
Solar
14 7
5
4
3
HP
HWR
9. 5
3
2
2
3
WSB
9 4
3
2*
2
43
POU
9 5
3
2
2
SE
None
-45 _-23
-15
-it
-9
/3
Solar
2 1
1
0
0
26
HWR
-23" -12
-8
.6
.3
3.8
WSB
-25 =13
-8
-6
-5
5.1
EQU---�3
' -12
8
6
-5.
IG
None
. -8 . , -4
-3
-2
)_-2
21
Solar
.. 6 . ! 3
2
1
) .1
3.4
POU _
1 0 ....
o
0
; . 0�.
E
None :
30 = -15
_
-10
'_8
b .
--
Solar ;18 :: 9
64
0.9
4
POU =3"�" 2
2„
Point system summary: Climate Zone 11 ;
SCORE CARD
:....
SC
% Glass _ SC
Eff. % Glass
Measures
- -
......
Ceiling Insulation
or
, 7
. _
Interior Massl rior
. ' CFA
.....
-
U -value 10.0301
2'.
Wall Insulation
or
0 x
d. West
8. Shading (Shade Closed)
TiK 2 PASS
..
..
Raised Floor Insulation
-
x
#77
9. Interior Thermal Mass
R-value[191
U -value [0.037]
4.
..'
�_ or
InteriorWass/CFA
COND. FLOOR
R -value t01
F2 factor [0.771
5.
Infiltration
-
AREA
6.
Glass Heat Loss
WL
ND. FLOOR
Ie.tyae.a .awl
11. Heating System
Type [double]
U -value [0.65]
'S
= • �i o
Zonal Control? ( Y / N)
SE or HSPF
t TYPE
I MASS
(UIIIC & 4.2.
Let
exposed
Slab)
:-
HSPF [0.56/5.15]
12. Cooling System
x
= J
= %• 2%
Zonal Control? ( Y / N)
SEER 19.51
0%
5%
10%
15% 20%
25%..30%
35% 40%
45%
50%
33%
60%
66k
70%
75%
80%
85%
90%
95%
100% 105% 110% 115% 120% 125-
0%
0
0.2
0.4
0.6
0.8
.1.1
13
1.5
1.7
1.9
21
23
25
2.7,
29
3.2
3.4
36
3.8
4
4.2
4.4.
4.6
4.8
5
53
10Y.
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.9
21'
23
2S
27
2.9
3.1
3.3
3.5
3.7
4
4.2
4.4
4.6
4.8
5
5.2
54
217%
0.3
0.6
0.8
1
1.2
1.4
1.6
1.6
2
2.2
24
27
29
3.1
3.3
3.5
37
3.9
4.1
4.3
4.5
4.6
5 '
5.2
5.4
5 6
30%
0.5
0.7
0.9
1.1
1.4
1.6
1.8
2
22
24
26
26
3
32
3.5
3.7
39
4.1
43
4.5
4.7
4.9
5.1
5.3'
5.6
58
40%
0.7
09
1.1
/3
1.5
1.7•
1.9
22
24
26
26
3
32
3.4
3.6
3.8
4
4.3
4.5
4.7
4.9
5.1
5.3
5.5
5:7
5.9
SOY.
0.9
1.1
1.3
15
1.7
1.9
21
23
25
27
3
32
3.4
3.5
3.6
4
42
4.4
4.6
4.8
5.1
5.3
5.5
5.7
5.9
6.1
55%
0.9
1.1
1.4
1.6
1.8
'
2
2.2
24
2.6
26
3
32
3.5'
3.7
3.9
4.1
43
4.5
4.7
4.9
5.1
5.3
5.6
5.8
6
6.2
60%
1
12
1.4
1.7
1.9
21
23
2.$
2.7
29
3.1
3.3
3.S
3.8
4
.4.2
4.4
4.6
4.8 '
S
5.2
5.4
5.6
5.9
6.1
63
65%'
1.1
13
1.5
1.7
1.9
2.2
24
2.6
2.8
3
3.2
3.4
3.6
3.8
4
4.3
4.S
4.7
4.9
5.1
5.3
55
5.7
5.9
6.1
64
70%
1.2
1.4
1.6
1.8
2
22
25
27
2.9
3.1
3.3
3.5
3.7
3.9
4.1
4.3
4.6
4.8
5
5.2
5.4
5.6
58
6
6.2
6 4
75%
13
15
1.7
19
21
23
25
27
3
3.2
14
3.6
3.8
4
4.2
4.4
4.6
4.8
$.1
5.3
5.5
5.7
5.9
6.1
6.3
6.5
80%
1.4
1.6
1.8
2
22
2.4
26
2.8
3
3.3
33
3.7
3.9
4.1
4.3
4.5
4.7
4.9
5.1
5.4
5.6
5.8
6
6.2
64
66
85%
1.4
1.7
1.9
2.1
2.3
25
2.7
29
3.1
3.3
3.5
3.8
4
4.2
4.4
4.6
4.6
5
5.2
54
5.6
5.9
6.1
63
6 5
6 7
90%"'
1.5
1.7
2
2.2
24
26
2.8
3
3.2
3.4
3.8
3.8
4.1
4.3
4.5
4.7
4.9
5.1
53
5.5
5.7
5.9
6.2
6.4
66
68
95%
1.6
1.8
2
22
25
27
2.9
3.1
33
3.5
3.7
3.9
4.1
4.3
4.8
4.8
5
5.2
5.4
5.6
5.8
6
6.2
6.4
6.7
69
100%
1.7
1S
21
2.3
25
28
3
32
3.4
3.6
3.8
4
4.2
4.4
4.6
4.9
5.1
53
SS
5.7
5.9
6.1
6.3
6.5
6.7
7
105%
1.8
2
22
2.4
2.6
28
3
3.3
3.5
3.7
3.9
4.1
4.3
4.5
4.7
4.9
5.1
5.4
56
5.8
6
6.2
6.4
6.6
68
7
MY.
1.9
21
2.3
2.5
27
29
3.1
3.3
3.6
3.8
4
4.2
4.4
4.5
4.8
5
5.2
5.4
5.7
5.9
6.1
6.3
6.5
6.7
69
7.1
115%
2
22
2.4
2.6
2.8
3
3.2
3.4
3.6
3.8
4.1
4.3
4.S
4.7
4.9
5.1
5.3
5.5
5.7
5.9
6.2
6.4
6.6
6.8
7
7 2
120%
2
2.3
2.5
2.7
2.9
3.1
3.3
3.5
3.7
3.9
4.1
4.4
4.6
4.8
5
5.2
5.4
5.6
58
6
6.2
6.5
6.7
6.9
7.1
73
125%
21
23
25.
28
3
3.2
3.4
3.6
3.8
4
4.2
4.4
4.6
4.9
5.1
5.3
5.5
5.7
5.9
6.1
6.3
6.5
6.7
7
7.2
7.4
Point system summary: Climate Zone 11 ;
SCORE CARD
SC
% Glass _ SC
Eff. % Glass
Measures
- -
1.
Ceiling Insulation
or
, 7
c. South
� x
R -value [3
U -value 10.0301
2'.
Wall Insulation
or
0 x
d. West
8. Shading (Shade Closed)
11-value[11J
U -value [0.098]
3.
Raised Floor Insulation
*AN- or
x
#77
9. Interior Thermal Mass
R-value[191
U -value [0.037]
4.
Slab Edge Insulation
�_ or
InteriorWass/CFA
COND. FLOOR
R -value t01
F2 factor [0.771
5.
Infiltration
Standard
AREA
6.
Glass Heat Loss
WL
ND. FLOOR
_
AREA
11. Heating System
Type [double]
U -value [0.65]
Point Scores
0
.�a r 1:7
% Total Glass 1) 6) Sum 1.6
7. Shading (Shade Open)
% Glass
SC
% Glass _ SC
Eff. % Glass
a. North
2. x I
b. East
x
, 7
c. South
� x
d. West
/.6 x
x
e. Skylight
0 x
d. West
8. Shading (Shade Closed)
x
0
Sum 7-10
% Glass
SC
Eff. % Glass
a. North
2.
x
b. East
, 7
x
c. South
4.9
x
I
d. West
I • ra
x
e. Skylight
a-
x
#77
9. Interior Thermal Mass
7 S
TYPE 1MASS
AREA►.rit
InteriorWass/CFA
COND. FLOOR
AREA
10. Exterior Wall plass
TYPE 2 MASS
AREA
_ �_
Exterior Wall Mass
ND. FLOOR
_
AREA
11. Heating System
M 2
x
'S
= • �i o
Zonal Control? ( Y / N)
SE or HSPF
Duct Efficiency 10.781
Effective SE or
10.72/U] .
:-
HSPF [0.56/5.15]
12. Cooling System
x
= J
= %• 2%
Zonal Control? ( Y / N)
SEER 19.51
Duct Efficiency [0.74)
Effective SEER [7.031
13. Water Heating
-
Type [SG)
Credit [none]
0
Sum 7-10
axe= 2x4It., Cyp.
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P 2402 2.00 X 4.40 CR'
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2,24 T
9 4200 2 00 X 400 CsR
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?i 42002.00 x 4.00
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35-06-oa
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TOP.45 2X 6 DFLHa2` 14ri6
HEED OFl - 457C OIR - 4SX
VERIFY PLamrVALUES WIT?d; 1_ :TRUSSES MANur-ACTURED A
8TM' .7$ 3T, 4 DFLNOL 2050'
'
TRUSST£5L U8C ',ZR ' 4542 B]LRBOG7fYAR1YELL R1OaB=_P.�..; Z
ti3S .73 2X 4 2iFSTA:D; 550:
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GRIP- 9;SS£II' Wr DFL, LUMBER 2- VCONFOR-is TO VPI $8<_
REPIMT.I'i[8'. MEMBER STRESS USED..:
TOP CHORDS }
CRIPz Ina VR-rZES BASED ON > . .. -
'
7!-G _ 3185 C G' -H = 2784-C
GROSS YF.A "T£ST METHOD-- DAT2.-°- 5- 2-58TrHSICY . 31_G
LATERAL BRAC€NCz
H-$+ t L953 C B- r = 1953 'C
PLATES- - 20 GAUGE ` a -7-!l`= <.
TOP' CHORD - CONTIMUOtM
I -J 24$4- C. T -C = 3385 C'
GRIFFIN 4327l 1 .5 PSM PER- PRIM _
BTM ' CSCR33 - Ca`t•.iHUGUS.
BOTTO. CHORDS
?NCLUDas 25y0?5: INCkEFiSE
TRUSS SPACINZ - 24.0 IN.
A-2'' = 2396 T P -E 1961 T
TENSSON 987= 848: FLZ Fes' FAIR
�
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SKE.& 824- 371 .PLZ TER. PAIR:
1074D CASE 91
[raBS
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LUx &£ii STRESS INCREASE.- 25.0gF
G -F' fA4 C F' -n 450 T
JT TYPE, PLATE SIZE ,X 'I ,
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A; 2001 1.00 2C 6:00 =7'_7 3.a � � .-
r"�.
' -
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'
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_ - 45Kf `T
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•moi' ` y�/� y y�y�+ `y s
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I] 1410 3.00. X 4-00 CTX CTSv
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JT R,EACi WIDTH JT` REACT WIDTH
DL+LTf DExM `_ .40' lit F- Z
LL DEFL. '- It S/36a
$ 127a 5.00 x 9..08 4.8- 3-o'
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Q
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LBS 13r -SX LBS IN -SX
S%DL+L& D£gL=599 S/DEPTH- 6..0
G 1202 6.00 X 6.001 3 0' 4-0
A 1222` 3- 8 C 1222 3- $
H' li}10 4.Ot} �[ 4:.00 C:R 'CTR'
T 1010 4,00 r,440 CTR. C3#
LOAD to z 2
iUL*i?.Fa avasS mmR£ASE '25rD
J 12x2 6-t30 x 6 00 3.4 f 0. v }
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RITERIJ
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A-Ea `M".:t r -w - . y�� S' y;.• F
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-
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' N62 14 -50 'r3SM5ER 'STRESS 1NtREASE 25,;41x VERIFY,?I A a J2i7 U$S%s.�� ?tff L` -'� 1 -TRtlSSES 'MP�FUrACTUPED :BY
TO. • .7}C DFL 3 r
E$t .78 ZX 4 'ttlLN01 2QSG' LOADING :LIVE' DEAD (PST) TRLSSTEEL UEC RTZ+ fF � �f� DA�iRGS:%Y?�ANELL`"WOOD P�OBUC
WBS .1 Z7C 4 FiPSTP:YD` 550 TOP GHB .O 14.0 GAZA BASED ON DFL �"� r 2_ _CON:QR�IS TO `TPI -S5 r'
_�`-
is£PK
,REPETITIVE tSCM&r'R ST&ESS S!S£D. $T! CHD IO«O 5.d GAIPPkNG VALU SP
TOTAL 10.o 194x'24.4GROSS—AEA rL' ,. Zr DATE-' 5— 2'-9Q FRfiSO?F "432.'0 t--
LXTERAL BRACING, CONCENTRATED LOADS (LBS) PLATES - 20 Gl[.'y`- s"Y-2
T-^?'
CHORD - CONTU B c GRIP -PIRG, Psi 'PER PAIR r.
BTM CHORD - CatnlxZt SUPPORT CRITr.RIA, Z?ifiLUA$�. J, INCREASE
=
S
TP;JS3 SPn`.:zNG. -- 24.0 IN. 3T FEAGT WIDTH . 1T REACT WIDTH TP3.; PER P-Xl ;R �
LAS Ilk -SX LES IN -SX PLY ?ER PA -TR
LCAD CAS= -.4-1 A 543 3- 8 C 843 3- 8 f�
LL*:BER STRESS INCAEASE. 25.03E SIZE R Y
LOADING LIVE DEAD (PSS') LEFT RIGHT Zt 2001 3,00 X '6 :00 7.9
TOP CHO 16-0 14.D HEEL OIN - 4SX 01N. 4S7 ; 3003 4.04 X 4_00 2.0
A M. CEO -O 5 4 C 2001 3-00 X 6.00 _7.3 3-3
TOTAL 16,0 29.0 35.0 ?Le -SER FORCES (LBS) D 1001 1.50 X 4.00 CTR CIR J '
CCN£ NTRAZED LOADS (LES) TOP CHORUS
a 566 A 1960 C --
SUPPORT
=SUPPORT C I-TEfcI BOTTOM CHORr:S � • � .�
J:' REP>T '+IDTH 3T REAC7 WIDTH A -D a 2.6$5 T D d 15`85"V
LES l -5K LBS IN -35C LEES• s}ti*'
A 959 3- 8 C 959 3- 8 D -g 232
DL+LL DEFL
LL DEFL 9/360
S/DE+Z : ' RPL ;`: -j S%D PTH= 6_0
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3-ii-a3 2f5-a3-a5 p z Qa tea`
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ts+t rats**tf�: t TZU-STEEL. UBC RR # 4542 DARRPWtY,.M'MELL �I,c
VQOD rLi
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z �
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i_
TOiF -01 2z:C 4? ':D:i2ifil 11750 A-B: _ ,3E? 5 _
t' $�J s 7€3 C GROSS AREA TZ ST'
BTM .33 IX4 FiXO ?50 T-K " 43' C K-L lOSQ T F/` .- - 243 :i�?0QE Y-T�7 Qy � Ott ac'D i4i %
WBS -56 ZeC 4 $�aTtL'iIF 475 E-C' 45'. C C-D sr'PAIR
. _ .
4T C Q$ .PS�CQ 43 -24.rt PSS �$ FA €R 41AEVENT VIA.', M- VON, r'
►XCcsTlfftiS: St1-FTOn CHORDS LDZES. ZSaD i?FGtt.P3£ his if,'F ACF tjL!G . sE
A-3 ZR 6 DFLtia2 1250 ii-;i c S0$ C A-G 1-4-1 T iC * _z.„ 9AT- @90 -?trR x� R£R N?KZ`':.fTPff 10,&.iATL5
C-L€ S�-.i#- AS Fc-s, C-1` = Zf1�5 .` F-: 290 C SHEAR 82;% - 371 OOT PEI PAIRR 12 2Ftn.4i $ Q<F.
2-V Y 'R f -s 825 T-E s: Q g ALL CiiORD3 jum W;-55.
L�:.`"?£ti ST c=Si ytic t_a'.i 2rr_;iz� S7E9S .TT TYPE PLA-,& Sit? X Y FA."UN Z)kCft- sO 0K CPD i•r-x
?i-3 = Tloa C 3-G 615 T A 2C31 3.0+ X 5..00 ?.3, 3. y � ?iQ F�5 )' I0d NFills
frTr � sS u� I�iG: G-.T 42.7 C G--X = 1824; T 3' ii+^s' GftO2D - ^.v^ fil4;Sv4I•S: ?-X = 64-1 '�` Z2CivSO.C. F3TQ 1LI
F895 c 5201 _L.€
rACT4 PWC, � 'z
{' 3T.w CHM4.31 - CONTINUOUS L-1 3a9 I 171 D 4110 4-00 X 4_00 CTR CtR 6 STR3`. est MAILS To AVOID
trf
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F 5156 4.Gc? X 6.00 C R CTR.
ZOrT I?I L1Vv DEAk (FSF) DL-LL I}E=L = ,2: IN I-K C 6070 5.00 X a, CC 4.3 3.3 DATE: 5_- .2-9.
TOP 32.0 29_0 LL D---M 08' < S/3;6 It 5103 4-CG X 5.00: CTR C7R
SIM cfm -0' 25-IJ ML DESL ICA-S71 - 05* < CABO 1 1.070 3AG X a.00' C.R C-R
T-0TA L 32_0- 53-0, 85.0 SIAL-LL. DEFL=$3 Fs: %DrPi i- .o 3 2602 1+50 X 4„00 fi R C:R
£XV PTkAtiS« 123.1 5.0a X 5_00 2.0 3.
A '£
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G 53 s. 64,0!`
G SO Y ^
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3.. s
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xH5 TY-SC LBS IN-SX
ft - zags.. 3- 3 -F, 2733 3- 3-
a 185 3-
"
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_ l 11
itx+F� t:sry.►srrc= '„'ROSSTEEL USC RR # 4542 DARRow%Y?i3tiELL 0006 ?BOLL;C
MEMS=R FORCt - (t3s), EACH. PLY GRIP BASEU ON DFL LUM3-R 2- CONFORMS TO TPI -85.
Csr S -I - =MBER 2isf e:-3' IG -90 T ORDS G VALUES BASED ON 3.. 'FASTEN TRUSS TO :CP.R7. '
a c—
TCP w�i SIZ= 33iE!Br^_R 1.ISE'H - TO? CHORDS GRIPPZNR7A TAT METHOD. BRG{S} FOR 357 LBS di?LZPT. i
_. _. X371 C GROSS A ..
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LSS .94 Z 4 E.=^s.s?YD' r2.5O T. -C i? C C -I}' _ 103 G GRZP?�SPiG 432-245 PSI F.zR Phil ALL,-?a£BR NG LOC?n=XS:. 7,r2j4
=E?tloNz: BOTTCK CHORD.% INCLUDES 25-0% INC. SE 5- PROVIDE DRAINAGE, Ta
A-3 2X 6 D-xL-;a2 1450 A -H. _ 1042: C r. -G 846 7 TENSION' 957 890 PLZ PER Fd:R PRFVEST -yWAT=R Fri
i3:`Nis._ -
C --a =A11S J A -S G-7 2527 C F-1 74Z,C SEia`AR 824- 371 PL'E F=R PAIR`s. A 3s'EN EACH PL To vm C
LL * ER STRESS I. RZASE_ 25-04' -E = O' T NEXT, WITH .NA
10d'ILS AT
P_EP.:.IT'IV-E 1 `i- STRESS US=DF- WESS JT TYPE PLATE SIZE X { FLINCHES, T':`RUOUT
H-3 = 2409 C B -G r 599 T' A 2001 3-0O X 5.00 7.4 3-' ALL. C'r.O!*S AND.Lt=SS-
LacT.'�AT. PACZNGz G -S 7.11 C G ---K- 1693 '[ B � `/� � � 'FASTEN,e..AC HOTZt3_► CHU UITK
TOP CKCRD - CONTILY Ous- S' -e - 1936 C F -L x 1581 G C 5201 4 -CG' X S_OQ; CTRCTR J-9: OV(5) lad hAXLS FF'
BTLIf CHORD - COX-7-r`e-lo s L -I 1044 T I -C 605 'C D- 4110 4-00 X 4'..00' CTR CTR-YCPYES O -C. INTO EACH
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TRUSS SrA^£ kG - 24:.0: IN. I -T1 = 104 i S -D :: 143 C z 4000 3-00 35 V. 0x? CTR CTR C&O ii! Or EiiCii PLY _
F 5110. 4 -OG X 6-00 CTR CTR ST:-.CdeR MAILS TO
LCAOLMG r_-vDES:r (PSrl DL.ZLDz v _ ..34- IN A-3 G 6070 5..80 X10.00 5.G 3.0 SPLITTING OF VOOD
CFa 32.0' 23.0 LL DE:-rL - ,06" 4 S/360 F1 5103 4--00, X `5-00 Clu C.R '
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LOADING- LIVE D=AD' (PLF)
PLATING CONFORMS TO TPI
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VERIeY FLAT: VALUES SJITFt
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T -IISSTEEL UBC RR 45Y2
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H -C 74.7 65 ..3
CROSS ?REA TEST ME_96D.
LATE: 5- 2-90 : VE3SZOR: 32.0
PLATES - 20 CAUGE R -T -S
4
CONCENTRATED LOADS (LBS)
GRI -PING 432-295 PSI PER PARtt;Jai�
B 520 C. 520
I-NaLuDES 25.0% IxCREASE
ZRI
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SEi`L' 824- 371 PLI PER P;2.IP.
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41
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2(-C -11 23 C O' -1355 INCLUDES 25-0 !, CR_as �
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VCE?TIOICS L -Z 341 1` I -C 228' C H 5103 4.00 X 5.GG CTR C:R
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B' `E :34 2X 4 2FLNZI 2050 LCAL'11'l5 LIVE DEA3r, jP3Fj T3:.S3a£E . UBC RR 4 4542 DARRW/YARVCLL 7:Cca PRO::uC'
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LAT=E_3f. 3RAC i . TOTAL SG_ff 14.0 29.0 GAZ39 AREA TEST MZ*. OD. HATE: 5- 2-10 VE33IGH: 31.4 �p
TEir iiaR0 - cOs zN=- cuS SUP SRT CRITERIA PI hila^ - 20 GAUGE X -x' -i
fiFK ..!iDR3 - CCY-,.i2vY ous -77 REACT_ WIDiff jr REn^T ulzT i GRIP_IN3 432-295 PSI PER FAIR
TRUSS, SPACING 24.0 INF,. LBS iN_SL LBS I:Si-SK INCLUaEs 25,375 IYCE!�,aiSS
A 217 3- 3' D 770 3- 3 TEN 3200 457- 390: PLI PER PAIR
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L
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s:zm _34 2X 4 DFLIN01 2C.AV3! ITCA:sNG LIVE -E DEAD .(FSi} TRUSSTEEL UBC R.? # 4542 D?RROW/YR: E` '— r'RODUC
tT=aE _T V^ MEmSER STRESS USES, TOP Cim _O 14-0 GRIP BASED ON DFL LJM3=R 2, CONFORMS TO T?5- 5. �I
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LA rtL fRA4IciG�
TOTAL 10-0 19.0 29.0' GROSS A—R EA TEST' M THO'.t'. DATE: 5 2-50VERS:O.V: 31:..0
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TOP' CSOR.U, — COfirl--r'3. _rS SGFF;OZT G?ZT.ERSA PLATES - 20 GALriE n—T-T_
STM C:I.'+R3:.- -camiguoC.'S jr R_=.yCr :ROTE: 37 REACT wl.TK cRIPPING. 432-295 PSI ? R FAziz
T.k 53 SP}:" INT, 24.0 IX- iss I.Pf-SX LBS ZN-S INCLUDES 25.0% *NCRZAz3= �P
A
723 3- 8 B 107 3- 8 v,r5l0r. 997— 890 PI.? rER PAIR
LaA^ CAS_ n1 C 115 3— 3, SHEAR 03
524- 371 PLI PER ?At
LUKRER STRESS INC'a£ S 25-0%
IZE x
LOA,3 .-t( kZx� DEAD (?SR� TIFF RTCi 3T P£A-... .Si3 7.4 3.1
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z_. TOP' .42' 2R b DFLN02" 1;;50 A-D .42 21 T 0 -5517 VERIFY PLATE VALUES WITH
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LUMBER STRESS INCR=ASEz: 25.0`%,. 3O1TCH CHORDS CRIT Ba1SED ON DFL LUMBER GB�*i t«7/�R�I Lor WOOD.PR'JQU4` �
REPETITIVE ME. IBSR STRESS USED. A-C .03 0 T Oi O GRIPPING VALUES :BASED ON
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=_ `? tai r SAME :ELEV AT EACi£_
LATERAL BRACING. PLATES - 20 GAUGE H-T-2
TOP CHORD - CONTINUOUS x1L+LL: D---FL .10" IN B-B GRIPPING 532-295 PSI PER PAIR`
9T1 ' CHORD COhTIKUCUS T L DEF'i < Si3 bQ INCLUDES 25.Oi ; INCREASE Brie ,7 -9C VERSION; 31.0
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SHEAR. E - �• -
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TOF CHD 16.0 1.4.0. . A TYPE 3.ATEX SIZE 11 I ski` ' L�c;:
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SUPPORT CRITERI3 D
JT REACT 'WIDTH JT REACT VIDTH
LBS TN-SX
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A 181 S- 8 B' 185 3- $
C 21 5- 8 ,D -84 5- 8
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LAkEFAL B-FMCING: PLATES - 20 GAUGE K -T -I ENSURE. SAME ELZU AT EACH,
TOO CFOR7 CONTINUOUS D—It DEEM s .off" IN A -C GRIPPING 432-245 PSI PER PAIR
ET -T- �,HHOzD - CON7V(U=S LL DE -FL C S/360, INCLUDES 25.03 ZtiCY naE LATE., 5- 2-90 VERSION: 31.0
TRUSS SPA=bf-- 24-a S/DZ7Li ➢ ?L=9.59 S/DZPTH- 3_.4 TECtSIOY 987- $90 P'.I PER FAIR
L+
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TOP wZi ZX 6,DFLNOT 2450
LL DEFL 4 9%360
1. TRUSSES MMUFACTUM RY
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5/DL+LTr DEFL=999 S(DEPTHw 3.R"
DARROWIYARNELL WOOD P90DUC
REr-ETZZZVE 11EMB,E£. STRESS USED.
2, CONFORMS TO TPI -85.
� -
PI ATING CONFORMS TO` TPI
�
LATERAL BRACTNGZ
VERIFY PLAT& *BLUES WITIt
DATE: 6- 4-14 VERSION ,31.0.
�
TOP CHORD a- CONTINUOUS
79USSTE2T UBC RR #-4547
YT -n cifo D - fiaNS'IM570US:
C?.T.F 3c15E1 ON DFL Lufan
TRUSS SPACING - If. -a IN''.
CRIPPZSG VALUES BASED ON'
�.�►
GROSS _MkX TEST METHOD'.'
Fes.
LOAVINCr LIVE REAM (#SFI'
T7P CAV, 4646 34.#
STK C-Im .6, 5, 0'
V ---
TOTAL
�r
Ni
ECKED .SUN a6av isso
F
s /t �-. E�g�t-j, �:i tom: Jim .. L. •�"�;{� -
/4-/� :z 1.� d %�f}res c:f .
12
3-01-15 fl
�fi?-
3x5= ►'�
TC 24-o0 7-11-11 0 W
Bb B-00-00
�.4
s-oo-oa: c�ay Cti
CSI SIZE LUMBER-1.15FB LOAD CASE #2 PLATING CONFORMS TO TPI NOTES: �
TOP .39 2R 6 DFLN02 1450 LUMBER STRESS INCREASE: 15 -OX VERIFY PLATE VALUES WITH 1. TRUSSES MANUFACTURED BY o
BTM .34 .2X.4 DFLN01 2050 LOADING LIVE: DEAD (PSF) TRUSSTEEL'UBC RR.9 4542 DARROW/YARNELL WOOD PRODUC `.
REPETITIVE e7EMBER STRESS USED. OP CHD- .0 14.0 GRIP BASED OH DFL LUMBER 2. 'CONFORMS TO TPI -85.
BTM. CHD 10.0 5.0 GRIPPING. VALUES BASED ON C=Y
I.ATEF:AL BRACING: TOTAL 10-0 19-.0 29.0 GROSS AREA.TEST METHOD. LATE: 5- 2-90 VERS709: 31.0
TOP CHORD - CONTINUOUS SUPPORT CRITERIA PLATES - 20 GAUGE H -T -z
BTM CHORD- CONTINUOUS. JT REACT WIDTH JT REACT WIDTH GRIPPING 432-295 PSI PER PAIR
TRUSS SPACING - 24.0 IN'. LBS IN -SX LBS, IN-Sx INCLUDES 25.0% INCREASE 4=
A 223 3- 8 "B 307 3-.8 TENSION 987- 890 PLI PER TAIR
LOAD CASE #1 C 115 3- 8 SHEAR 824- 371 PLI PER PAIR 1--j
CENSER STRESS INCREASE: 25.0X
k
LOADING LIVE DEAD '(PSF) LEFT RIGHT JT TYP PLATE SIZE R YrR�F�s
TOP CHD 16.0 24.0 HEEL OIH. - ASR A 2003:00 X '5.00 7_4 3.1;
BTM CHD .0 5.0 B
TOTAL 15.0 19.0 35.0 MEMBER FORCES (LBS) 07,
SUPPORT CRITERIA TOP CHORDS ;C 4k
JT REACT WIDTH JT REACT WIDTH A -B. : 0 T
LBS SH -SR, LBS IN -SX BOTTOM CHORDS
A 269 3 8 B 230 3-- 8 A -C _ 0 T T1
C 38 3- 8 WEBS
DL+LL DEFL = .25" IN A -i
pp --
LL DEFL x 16" S/360 it t Tt j
S/DULL DEFL =389 S/DEPTH= 3.0�,
-�jr
Co
5-02-09'
4x6=
A
TC
BC
CSI SIZE LUMBER '1.15FB
TOP .68 21M 6 DFLN02 1450
BTM .63 212X 4 DFLNCI 2050
WBS 372 212X 4 HFSTAND 550
ERC£PTIIMS
B-0 ?.R 4 D£LNOi 20EA
O -J J -S S -K 'SAME AS B -O'
K -T T -L L -P SAME AS B-0
P -C SX4E AS B-0
REPETITIVE MEMBER STRESSUSED.
LATERAL S7 'ZING:
T` r' C:`" u CONTINUOUS
BTM CFa CONTINUOUS
TRUSS Sr:___NS' 24.0 IN_
TOAD CASE S1
LUMBER STRESS' INCREASE: 25.0%
LOADING LIVE DEAD (PSE)
TOP CHD 16.0 14.0
STM CHD .0 5.0
TOTAL 16.0 19.0 35.0'
EXCEPTIONS:
B -C .0 2.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN -SX LBS IN -SX.
A 1130 3- 8 D 1130 3 -
LOAD -CASE #2
LUMBER STRESS INCREASE: :25.0%
LOADING LIVE DEAD (PSF)
TOP CHD .0 14.0
BTM CHD 10:0 5.0
TOTAL. 10.0 19.0 29.0
EXCEPTIONS:
E -C .0 2,.0
SUFPORT CRITERIA
JT REACT WIDTH JT REACT VIDTI'
IB.- IN -SX LBS IN -SX
A 990 3- '8 :D 990 3- 8
LEFT RIGHT
HEEL OIN 4SX OIN 4SX
■
F
2x4{f
2x411'
0
2x411'
Z
3X4-=
2x4 !I
Q
4x8= 3x4= 2x411 x
35-06-00 24-00
•35-06-00
0
35-06-00
HEMBR CSI P(LBS)'M@IST M02ND
TOP CHORDS
11.-B - .GO 3110 C 0 -2888
B-H .22 34 C 2888 878
B-0 .60: 3622' C 0, 1228
M -Q .14 6 iT -878' 0
O -J .60 3622 C --1228' 0
J -S .68' 3915 C 0 1583
S -K .68 3915 1583 -1142
K -T .64 3915 C 1141 1263
R -N' .14 6 T 10 786
T -L .54 3915 C -1263 -693.
L -F .54 3648 C' 693 761
X-C .21 31 C -786.,-2720
P -C .54 3648 'C =761 0
C -D .60 3105 C 2720 0.
BOTTOM CHORDS
A -F .63 2648 T 0 -1601
F-1 .59 2648 T 1501 -150
I -H .59 3622 T' -101 33
H -G .59 3648 T' -33 zil
G -E .59 2645 T 146--1603
E -D .63 2645 T 1603 0
WEBS
F -B 229 T B -I - 738 T'
O -M' -_ 122: C I -J 290 C.
1-H = 347 T S -Q - 139 C'
H -K - 206 C H -L: - 337 T
T -R 137 C G -L - 307 C
G -C 751 T P -N - 130 C
E -C - 224 T
DL+LL DEFL - .70" AT Q:
LL DEFL = .29" < Sf360
S/DL+LL DEFL-607 S/DEPTH- 6.8
PLATING CONFORMS TO TPS NOTES:
VERIFY PLATE VALUES WITH 1. TRUSSM MANUFACTURED BY
TRUSSTEEL
SEVOOD-PRODUC
ON DFL LUMBER 2. CONFORMTOTPI
GRIPBASED
GRIPPING-VALUES BUSED ON 3. PROVIDE DRAINAGE TO
GROSS :AREA TEST METHOD. PREVEENT 'NATER 'POiDIVIG. m Ci
PLATES - 20 GAUGE.H-T-2' ="C3
GRIPPING 432-295 PSI PER PAIR. DATE; 'S- :2-90 VERSION_ 31.0 9-3'ao _
:INCLUDES. 25.0% INCREASE 1-3
TENSION 987- 890 PLI PER ?AIR
SHEAR 824- 371 PLT PER PAIR I'
JT TYPE PLATE SIZE X Y O
'A 2001 4.00 X 6_0G 7.7 3..5
B
C
D 2001 4.00 X 6.00 7.7 3.5
E 100.1 2.00 X 4.00 CTR CTR, �
F 1001 2.00'X 4.00 'CTR CTR OQgQ�ES.Sjfl
G 1050 3.00 X 4.00 CTR CTR:
H 1070 4.00 X 5.00 CTR CTR
I 1030 3.00 X 4_00 CTR CTRcou!V
K 1001 2.00 X 4.00 CTR CTRrn
L 1030 3100 X 4.'00 CTR CTR
M .146012 S}O X 4.00 CTR CSR
N - 1 2.00 X 4.-00 CTR. CTR
0 1 2.'00 X 4.00 CTR CTR'
1 0 R 4.00 CTR CTROr
i•
,: 0 X 4..00 CTR CTR
4 0 X 4.00 CTR CTP. j
1012,1X 4.00 CTR CTR
i✓� tt d r
2 X 4.00 CTR CTR: � 1r4�7tt
.t
V
--
T 10
m K
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A V!
1'2 Co
4'� D o :z ,
5-09-15
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3x8=
12
TC 24-00 7-07-04 8=04-07
BC- 4-o9-03 11-03-08
C O'
-- 15-11-11
I
CSI SI-tE-'.LUMBER 1.15FS l:EHbR CSS P(LBS) 1191ST M@2ND PLATING 'CONFORMS- TO TPS 7
TOP .42 2X,6 DFLN02' 1450 A -D .42 21. T 0 -5517 VERIFY PLATE VALUES WITH NOTES: 4�
9TM_ .03 2X 4 DFLNOI 2050 D -B .41 18 C 5517 0 TRUSSTEEL UBC RR # 4542 1. TRUSSES MANUFACTURED BY'•.i.!'
LUMBER .STRESS INCREASE: 25.0R EOTTOK CHORDS GRIP BASED ON DFL LUMBER DARRow/YIIRNELL WOOD PRODUC
REPETITIVE MEMBER STRESS USED. X-C .03 0 T 0' 0 GRIPPING VALUES BASED ON 2 CONFO$MS TO'TPI-85.
WEBS' GROSS AREA TEST METHOD. 3. AS, =TJIRE3«-SHIM -BRCS TO C�
LATERAL BRACING: PLATES 20 GAUGE H -T-2' ENSUR-SAME.:ECFV AT 'EACH
TOP CHORD - CONTINUOUS ') +'LL DEFT. - .10- IN 'D -B GRIPPING 432-245: PSI PER PAIR C' -
BTM CHORD - CONTINUOUS LL DEFL < S/360 INCLUDES 25.0% INCREASE DATE: 5- .2-90 VERSION: 31..0 �?
TRUSS SPACING - 24.01N. SjDL+LL DEFL-999 S/DEPTH- 3.0 TENSION 987- 890 PLI PER PMR' �--x
SHEAR 824- 371 PSI PER PAIR, Q
LOADING LIVE DEAD (PSF)
TOP CHD 16.0 14.0 JT 'TYPE. :PLATE SIZE X Y ��E•j`�
BTM CHD .0 5.0 , A 2101 3.00 X 8.00 11.5 2-7' f
TOTAL 16.0 19.0 35.0 B
SUPPORT CRITERIA. tz � D
ft
JT REACT WIDTH JT RVACT WIDTH
LBS IN -SX Las IX -,SX A!�
A181 5- B D 185 3- 8 33
C 21: 5- P D 584 5- :8t'J'
LEFT RIGHTECJ''
HEEL 02$ - 4sX( 3
xjMBR cat P(tw) MOIST m82ND
TOP CHORDS
5-09'3..5
SC 24-00 s-00-00: 7-11-21
BC _ 8-00-00 7-11-11
C 0
- 15 -II -i1. _ ♦3.�1
CS1 R 1.7.SF8 rEMB:R CSI P(LBS) MOIST MOIND PLATING CONFORMS TO TPI S 4
TO?' .dT 2 1450 A -D ..42 19 'T 0 -5537 VERIFY PLATE VALUES VITH NOTES= �
HTtS .11 2X 4 DFiiQa31 2050 D-8
.41 19 C 55137 D TRUSSTEEL USC RR '9 4542 1. TRUSSES MA FACTUiRED BY -
? /YA LZ I. -GOD PRODUC �
Ul"t 9 STRESS INCREASE; 25.0Y' BOTTOM CHORDS GIP 11ASEII OR DFL LUMBER DARROiT RN&
ul
REPETITIVE M=RiHER STRESS USED.,: A -C 11 0 Y 0 0 GRIPPING VALUES BASED ON 2. CONFORMS TO TPI -85. �
WEBS GROSS 'AREA 'TEST METHOD. 3._ AS l=iJIR.M ' 3HIM -ERGS TO e
LATERAL HRACIHD. 3LASFB. 20 GLUGE.H-T-I EiiSURE -SAME ELEV AT XACH-
TOP CHORD = COAT*NUOUS DULL DFFL * ,08' IN X-C GRIPPING 432-29$ PSI PER PAIR
174 CHOltv CL'm-NUiiu,S Lir DEFL c Sj360 lNCLUDES 25.0% INCREASE DATE 5- 2-90'VERSION: 31.0
TRUSS SPACING 24..0 IN. S%nL+LL DEFL-999 S/DEPTHS 3,0 TENSION .937- 890 PLI PER PAIR
SHEAR 82.4- 371 PLI PER'PAIF L�
INC; LI*iE -or-AD (P5P) �.
TOP C14D 14.0 14.0
3T TYPE PLATE :SIZE 7C Y
BT11 CHD .0 5w0 A 2001 3.00 A. 5.00 7-4 3.1 p �
TOYAI* 25..0 19..0 35.0 B.�1�0
SVFPOit'F CRITERIAD
.TY REACT VtDrx JT REAfT VIDTi{ °+
LBS IP1'-32 L8S IN -SA - �► �'
A 215 3- 8 $ 175 3-* 8 +++j
c 3S e D 58a 3- a- '
LEFT `RIGh-r
HEEL OIR - 45X
nE333?t C82 P(LBS) M?IST M82ND``
�.�
rot CHORDS `� �x t - �
o
R
5-09'3..5
SC 24-00 s-00-00: 7-11-21
BC _ 8-00-00 7-11-11
C 0
- 15 -II -i1. _ ♦3.�1
CS1 R 1.7.SF8 rEMB:R CSI P(LBS) MOIST MOIND PLATING CONFORMS TO TPI S 4
TO?' .dT 2 1450 A -D ..42 19 'T 0 -5537 VERIFY PLATE VALUES VITH NOTES= �
HTtS .11 2X 4 DFiiQa31 2050 D-8
.41 19 C 55137 D TRUSSTEEL USC RR '9 4542 1. TRUSSES MA FACTUiRED BY -
? /YA LZ I. -GOD PRODUC �
Ul"t 9 STRESS INCREASE; 25.0Y' BOTTOM CHORDS GIP 11ASEII OR DFL LUMBER DARROiT RN&
ul
REPETITIVE M=RiHER STRESS USED.,: A -C 11 0 Y 0 0 GRIPPING VALUES BASED ON 2. CONFORMS TO TPI -85. �
WEBS GROSS 'AREA 'TEST METHOD. 3._ AS l=iJIR.M ' 3HIM -ERGS TO e
LATERAL HRACIHD. 3LASFB. 20 GLUGE.H-T-I EiiSURE -SAME ELEV AT XACH-
TOP CHORD = COAT*NUOUS DULL DFFL * ,08' IN X-C GRIPPING 432-29$ PSI PER PAIR
174 CHOltv CL'm-NUiiu,S Lir DEFL c Sj360 lNCLUDES 25.0% INCREASE DATE 5- 2-90'VERSION: 31.0
TRUSS SPACING 24..0 IN. S%nL+LL DEFL-999 S/DEPTHS 3,0 TENSION .937- 890 PLI PER PAIR
SHEAR 82.4- 371 PLI PER'PAIF L�
INC; LI*iE -or-AD (P5P) �.
TOP C14D 14.0 14.0
3T TYPE PLATE :SIZE 7C Y
BT11 CHD .0 5w0 A 2001 3.00 A. 5.00 7-4 3.1 p �
TOYAI* 25..0 19..0 35.0 B.�1�0
SVFPOit'F CRITERIAD
.TY REACT VtDrx JT REAfT VIDTi{ °+
LBS IP1'-32 L8S IN -SA - �► �'
A 215 3- 8 $ 175 3-* 8 +++j
c 3S e D 58a 3- a- '
LEFT `RIGh-r
HEEL OIR - 45X
nE333?t C82 P(LBS) M?IST M82ND``
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