HomeMy WebLinkAbout024-170-052*
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Zr
024-17-0-052- 92-2909B,E.
489 Larkin, -Rd, Gridley
0241-17-0-0 52
HEIDMAN, Hans
489 Larkin Rd, Gridley
contr:.Connie McDaniel
elec for shop
024-17-0-52 96-2841 F4,
HEIDMAN, Kris,
489 Larkin Rd, Gridley� A
(re-place.dmg ele ser) No Votiv
HEIDMAN, FRANCES
CONT: CONNNELLY'S PRO SERV
,
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._
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raw"
024-170-052
HEI 02-0445 FRANCES 02'0445
L489L.ARKIN GRIDLEY
NT: CONNNELLY'S PRO SERV
ROOF
N
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 02-0445
ASSESSOR PARCEL NUMBER
024-170-052
ZONING
BUILDING PERMIT
OWNER F
FRANCES HEIDA4AN
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
24 1440.00
OWNERS MAILING ADDRESS
489 LARKIN RD, GRIDLEY 95948
cOMRAcCgON LLLYNA E 'S PRO SERVICES
x533-1516
CONTRACTORS MAIUNG ADDRESS
5490 DEBBIE AVE, OROVILLE 95966
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $ •
ARCHITECT OR ENGINEER
LICENSE NO.
—Filing Fee $
20.00
Permit Fee $
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
BUILDING ADDRESS
489 LARKIN GRIDLEY
Energy Plan Checking Fee $
$
PERMIT FEE $
•
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF J Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each as water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other EK
Describe Work: RES" W/COMP'
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G W
@20.00
PERMIT FEE $
ELECTRICAL PERMIT
Filing Fee 20.00
R LESS
Main Service 20.A OR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full fce and effect.
License Class �•3 Lic. IN Q/ 'Z
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO +000A
46.00
NEW CONST. DWELLING OCCUP,
( ACC.
ORw
SQ
3.50
corgi . M
NON RESID.
97.50
PowER APPARArus
SINGLE 011rLET CIR.
&S...
OUTLET OR FIXTURES
Ex. Occup.BAL
20 @ I'�
@ .so
Ex. Occup. .Fi E'sq�ID°
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE $
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.
'I have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' com�`e�n�o7n i sura carr!pr and policy number are:
Carrier ,.�
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
Policy Number 76 � 4 �}'� — 07
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
X {t `' .r --v Date -�
Signature of Applicant - ❑ Owner.A Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
Occ
CONST. TYPE
TOTAL FEE $ 55.00
HAZ.
D. FEES IMP
FLOOD
CDF
PARCEL
PD
HD
ISSUE
X
This permit is hereby issued under the applicable provisions
of the ButtCounty Code and/or Resolutions to do work
indica d ove for which fees have been paid.
By Date (�
PERMIT EXPIRE ON
(Da h?)
Receipt No.
WHITE-D.D.S.- .D. C NAR ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
(Rev. 12/96)
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541
APPLICATION -AICD PERMIT 02-0445
PERMIT NO.
ASSESSOR PARCEL NUMBER
024-170-052
ZONING
BUILDING PERMIT
OWNER
FRANCES HEIDMAN
TELEPHONE
SQ. FT. OCC. BUILDING
VALUATION
24 i440.00
OWNERS MAILING ADDRESS
489 LARKIN RD, GRIDLEY 95948
TOR'S NAMET533
cOMRAcCONNELLLY'S PRO SERVICES
ELEPHO
1516
CONTRACTORS MAILING ADDRESS
5490 DEBBIE AVE, OROVILLE 95966
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.00
Permit Fee $
ARCHITECT OR ENGINEERS MAILING ADDRESS
Pian Checking Fee $
BUILDING ADDRESS
489 LARKIN GRIDLEY
Energy Plan Checking Fee $
$
PERMIT FEE $
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
Each Trap
7.00
USEOFSTRUCTURE
SF X Duplex ❑ Mobilehome ❑ Other
SPECIFY
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 ❑ Utllities ❑ Installation ❑ Other EX
Describe Work: gFRf1f1F W ramp
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
@20.00
PERMIT FEE $
ELECTRICAL PERMIT
Fling Fee 20.00
600VOR LES
Main Service A OR LESS
23.00
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 f Ce and effect. p
License Class � —3 Lic. NO. �[ S�
C:
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.
❑ 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service TG
200ALICENSED
46.00
NEW CONST. DWEWNG OccuCUP.
WEE
OR ADDNS. ( & ACC. BLDS.
SO
3.5¢FT_
NEW CONS . 0LET
NO.R.ID. MULT4UTTs
@7.50
POWER APPARATUS
d SINGLE OUTLET CIA.
EX. Occup. OUTLET OR FIXTURES
.00
SAL @ I. 0
Ex. Occup. oFuT>Frs Rs10°Ea
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE S
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.
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.
workers' compensation surafr and policy number are:
Carrier
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
Policy Number %(o 5:�J 3' —X72
(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 f I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
2
X Date J ~O
Signature of Applicant - ❑ Owner Contractor ❑ Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in h fight.
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE
TOTAL FEE $ 55.00
HAZ.
D. FEES IMP
FLOOD
COF
PARCEL
PD
HD ISSUE
X
This permit is ereby issued under the applicable provisions
of the Butt County Code and/or Resolutions to do work
indica -d ove for which fees have been paid.
By Date
PERMIT E PIR ON �' �• V�
Date
Receipt No. c
WHITE-D.D.S.- .D. CANARYEASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
I
i
024-17-0-52 96-2841 E
HEIDMAN, Kris
489 Larkin Rd; Gridley t
(replace dmg ele ser) No: Valley
/Z - 3 6-9 2
OFFICE COPY
Address
G -e
Meter By Date
ELECTRI
Meter B Date
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive - Oroville; California 9596,.5 - Telephone (916) 538-7541 PERMIT NO.
APPLICATION AND PERMIT )/--7
ASSESSOR PARCEL NUMBER
024-17—"52
ZONING
A-40
BUILDING PERMIT
OWNER KRIS HEIDMAN
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
OWNER'S "UNG ADDRESS
1158 RIVER AVENUE GRIDLEY CA 95948
CONTRACTOR'S NAME
NORTH VALLEY ELECTRIC
TELEPHONE
'
CONTRACTORS MAILING ADDRESS
Fireplace
CONSTRUCTION LENDER
UNxNOWN
Total Valuation is
Filing Fee $
20.00
LENDER'S MAILING ADDRESS
Permit Fee $
ARCHITECT OR ENGINEER
NOW
LICENSE NO.
Plan Checking Fee $
Energy Plan Checking Fee $
ARCHITECT OR ENGINEERS MAILING ADDRESS
Penalty $
BUILDINGADDRESS
489 TARYIN ROAD, GRIDLEY
PERMITFEE $
PLUMBING PERMIT
Fling Fee 20.00
Each Trap
7.00
LOT NO.
SUBDIVISION'S NAME
PARCEL MAP
Solar Or heat pump water heater
23.00
Water piping
15.00
USEOFSTRUCTURE
SF 0 Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each gas water heater or vent
15.00
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other C_y
Describe Work: REPLACE DAMAGED 200 AMP SERVICE POLE
Mobile Home S G W
920.00
PERMITFEE $
Contractor
ELECTRICAL PERMIT
Filina Fee 20.00
-
Main Service ( a0o200Av OR LESS OR LESS )
23.00 3.00
Main Service ( 200A To 1000A _)
46.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
NEW CONST. DWELLING OCCUP.
OR ADDNS. ( a ACC. BUDS. )
SO.
3.50 FT.
NEW CONST. MULTI -OUTLET
NON-RESID. ( BRANCH CIRCUITS )
@7.50
POWER APPARATUS
(a SINGLE OUTLET CIR. )
Ex. Occup. ( OUTLET OR FIXTURES)
20 @ 1.00
6AL 9 .50
Ex. Occup. (oFIXEDs RESD.�EA)
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00 3.00
PERMITFEE =
66.00
Contractor
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
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
MECHANICAL PERMIT
Filing Fee 20.00
9
Heating
Cooling
Hood
6.50
Ventilation
PERMITFEE $
Contractor
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
7 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 _3.700 of the Labor Code, I shall
fort compllt with those provisions.
n�
X x7 / -�"' ` Date xG�-9
Sig a remof plicant - ❑ Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee Is
occ
CONST. TYPE
TOTAL FEE $ 66.00
HAZ.
I D. FEES
IMP FLOOD
CDF PARCEL PD Ho
I%
I%UE
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.
12/30/96
By _ ate
PERMITEXPIRESON 12/30/99
(Date)
Receipt No. 209624
WHITE-D.D.S.-B.D. CANARY -ASSESSOR. PINK -INSPECTOR GOLDENROD -APPLICANT
e COUNTY OF BUTTE- DEPARTMENT OF D,EVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - OroviAe, `California 95965 - Telephone (916) 538-7541 PERMI NO.
APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER
024-1.7-0-052
ZONING
A-40
BUILDING PERMIT
OWNER KRIS HEIDMAN
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
OWNERS MAIUNG ADDRESS
1158 RIVER AVENUE GRIDLEY CA 95948
CONTRACTOR'S NAME
NORTH VALLEY ELECTRIC
TELEPHONE
CONTRACTORS MAILING ADDRESS
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation is
Filing Fee $
20.00
LENDERMAIUNG ADDRESS
'S
Permit Fee $
ARCHITECT OR ENGINEER
NONE
LICENSE NO.
Plan Checking Fee $
Energy Plan Checking Fee $
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty $
BUILDING ADDRESS
PERMITFEE $
PLUMBINGPERMIT
Filing Fee 20.00
Each Trap
7.00
LOT NO.
SUBDIVISION'S NAME
PARCEL MAP
Solar or heat pump water heater
23.00
Water piping
15.00
USEOFSTRUCTURE
SF IX Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each gas water heater or vent
15.00
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other CR
Describe Work: REPLACE DAMAGED 200 AMP SERVICE POL
—
Mobile Home S G W
920.00
PERMITFEE $
Contractor
ELECTRICAL PERMIT
Filinq Fee 20:00
Main Service ( 2000A A OR LESS OR LESS )
20
23.o0 3.00
Main Service ( 200A To 1000A )
46.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
Will do the work, and the structure is not intended or offered for sale.
I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
NEW CONST. DWELLING OCCURSO.
OR ADDNS. ( & ACC. BLDS. )
3.50 FT.
NEW CONST. MULTI.OUTLET
NON-RESID. ( BRANCH CIRCUITS )
97.50
( & POWER APPARATUS )
SINGLE OUTLET CIR.
Ex. Occup. ( OUTLET OR FIXTURES )
20 @ 1.00
BAL 0 .SO
Ex. Occup. (oFIXED PLNS. OR
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00 23,00
PERMITFEE
Contractor
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
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
MECHANICAL PERMIT
Filing
g Fee 20.00
Heating
Cooling
Hood
6.50
Ventilation
PERMITFEE $
Contractor
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
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 compepsation provisions of. section 3700 of the Labor Code, I shall
forthwi comp with those provisions.
X F ___ Date
Slg ature 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.
Mobile Home Installation Fee Is
Energy Inspection Fee $
OCC
CONST. TYPE
TOTAL FEE $ 66.00
HAZ.
1 O. FEES
IMP FLOOD
CDF PARCEL PD HD
ISSUE
,Y
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 ,�G�-Date 12/30/96
PERMITEXPIRESON 12/30/97
(Date)
Receipt No. 209624
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
" 02� 0 0 052 -�—T''
92-N9O9B,E
HEIDMAN,Hans
489 Larkin Rd, Gridley
contr: Connie McDaniel
shop with carport
i
}
{
JOB FINALE
Signature
' J=OK
O = Not OK
Not Applicable `MOBILE HOMES
= Not Ready
Date
MOBILE HOME UTILITIES (Plans) OK except If's�
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)
5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap: / P L" ft.
/ /"Nat. or/ /" L" ft./ /"LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date _
Card B-1 Date Card B-1
Date
Card B-1 Date Card 13-1
Date
MOBILE HOME INSTALLATION (Plans) OK except If'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. Exits; Insp.-Sketch
10. Cert. of Occupancy
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except If'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
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date POOLS (Plans) OK except If's
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 -Panel boards -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
1 O
O = Not OK
-=Not Applicable
Not Ready RESIDENTIAL (Single & Duplex)
=
Date UNDERFLOOR (Plans) OK except ti's
1. Zoning -Setbacks -Easements -Flood -Slope
2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
%---3:-'Ftg.. Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth I
4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped
6. Stemwalls. Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
L,/7. Slab; Steel -Wrapped
8. TXrs-Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test
11. Water Pipe; Test -Anchor -Regulator -Service Test
12. Electric; Underground
13. Pienums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
15. Access & Ventilation
A Insulation
Date - and B-1 Date Card B-1
Datil Card B-1 V Date Card B-1
Date PLUMBING (Permit),OK except ti's
16. Water Htr.: Vent -Access -Combustion Air-Baff e
17. Water Pipe: Test & Anchor -Nail Protection
18. D.W.V.: Test -Fittings & Anchor -Nail Protection
------------------ - -------------- --
19. Shower Pan: Test. First Floor -Tub Access
20. Test Tub & Shower, Second Floor -Tub Access
21. Gas Pipe: Size & Anchors I
Date Card B-1 Date Card B -1
--------------------- ---------------------- ---------
Date Card B-1 Date Card B-1
Date ELECTRICAL (Permit) OK except ti's
22. Fixture -& Transformer Clearance -Ins. -Protection
23. Elec. Receptacles Spacing -Lights & Switches at Doors
24. -Size -Boxes &-N-o.-of Conductors -Stapled
---------------------------------------------------------------
25. Romex Installed Close to Edge of Studs & C.J.
--------- ---------------------------------------------------------------
26. Equip. Ground made up w/Meeh. Fastners-Bond Gas & Water
--------------
2 Appliance Circuts in Kitchen & Conductor Size!GFI
--------------------------------------- ----
28. Subfeed Wire Size r / ga. Cu or AI-A.C. Wire Size / / ga.
--------------- --- Cu- ---AI ------------- ---------------- -------- ------ -- --------
29. Range Circ. / r ga. Cu or AI -Oven Circ. / ! ga. Cu or Al. -
Insulated Neutral ❑ Yes ❑ No
------------ ------------------ -------------------
30. Service -Riser Conductors & Ground -Main Disconnect
--------- -------------- -------------------------------
31. Equip Clearances Panels -Motors -Meth. Equip.
---------------------
-------32.-Clothes Closet- Li ht -Shower Li ht -S a Light
----------------------------- --
33. Smoke Detector
----------------------------------------------------------------------------------
---------------------------------------------------------- ----
Date Card B-1 Date Card B-1
--------------------------------------------------------------------------------
Date Card B-1 Date Card B-1
Date MECHANICAL (Permit) OK except ti's
34. A.C. Ducts Insulation & Support
------------ --------------------------------------------- ---------------------------
35. Vent Fan: Exhaust above insulation
36. Condensate Drain & Overflow: Size & Grade
-------------------------------------------- ------ - -- - - -
37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet
----------------------------- ------------------------------------------------------
38. Attic Access & Platform if Furnance in Attic
-----------------------------------------------------------------------------
----------------------------------------------------------------------------------
Date Card B-1 Date Card B-1
--------------------------------------------------------------------------------
Date Card B-1 Date Card B-1
Date FRAMING (Plans) OK except ti's
39. Sils. Proper Material & Anchors
---------------------------------------------------- ---------------------------
40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound
-- -------------------------------- - --- - ---- - - -
41. Bearing Walls over Girders & Floor Nailing
----------
42. Draft Stop in Walls (rat pL of)
- --- - ----------- -- -- --- -- --------------------------------------
43. Stops: Furred Ceilings -Stairs -Chases -Tub
-------- ---- ----- -------------------------
44. Headers & Beam -Size & Bearing
Date t_RAMYNG (Continued)
45. Hangers -Post Caps -Anchors -Connectors
46. Cing. Joist-Rftr. ties-Purlin-root Brac-Truss-Shthng.-Rfng.
_- - - 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance
- 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
--- - 50. Garage Fire Protection Framing
roperty Line Firewall & Openings
52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits
53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers
55. Siding -Nailing Veneer
56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
57. Glazing Area -Glass Protection -Skylights -Plastic
58. Shear Walls; Nailinq-Bolts
59. Insulation -Walls -Ceilings
60. Infiltration -Walls -Windows
Date Card B-1 Date _ Card B-1
Date Card -1 Date Card B-1
Date FIN fans) OK except ti's
Ext. Steps -Door & Sidelight Protection -Landings
62. Smoke Detector
- -------------------------
63. Furnace: Vents -Clearance -Comb. Air -Connector -
In Garage: Above Floor -Ducts -Meth. Protection
64. Bedroom Exiting
------------------------------ ----
65. G.F.I. & Bath Fixtures & Tub Access -Spa
-----
66. Elec. Trim & Subpanel: Breaker Sizes & Labels
----------------
67. Stairs & Rails _
68. Fireplace or Stove: Clearances -Hearth
-------- ----------------------- -
69. Elec. Outlets at Wood Panel: Int. & Ext.
---------------------
70.
--------------------70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance
71. Elec. Outlets & Receptacles at Kit. Counter
----------- ---------------------- -----
I , 72. Garage Fire Door: Swing -Landing -Closer
--------------------------------- -- --
73. A.C. Duct in Garage -Damper
74-Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V.
r + In Garage: ove Floor -Meth. Protection
75. PI , ec. & Mech._Equip. Listed for Location
7 r Elec. Receptacles in Garage rotection
77. Insulation -Foam -Looked in Attic ❑ Yes
78. Guard Rails & Deck Construction -Post
--------------------------------------
79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
------------------------------------------------
80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No;
Planters _❑ Yes ❑ No
-------------- --
81.'ttucco Brown -Finish
82. A.C. Unit: Disconnect. Electrical, Plumbing
------------- -- -------------------------- ------
83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to `
Openings _
84. Water Well: Disconnect, Electrical, Plumbing
------------- ------------------------------ - -
85. Exterior Elec. Trim; G.F.I. Receptacle -Underground
86. Ventilation Throughout House
.. - - - - - - - ------ ----------------------------------
87. Glass Protection
----------------------------
88. Corrections from Previous Inspections
89. Gas Test -Meters Tagged Gas -Electric
.-.------------ -------------------
-------------
--------------- -- ------------
90. Water & Sewer Connected -C/O to Grade -HD Approval
91. Energy Com liancCertificate-Other Certificates
Date ` B-1 ate _ _Card B-1 -
Date--- ardB-1 Date - Card B-1
--- ----
Date Card B-1 Date Card B-1
Comments at Final
f,
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541
APPLICATION AND PERMIT
PERMIT NO.
Qz—z Iva q -
ASSESSOR PARCEL NUMBER W
ZONING
024-170-052
A 40
BUILDING PERMIT
OWNER
MANS HEIDMAN
TELEPHONE
846-6607
SO. FT. OCC. BUILDING VA sATION
1944 M
34.9-9-2
OWNER'S MAILING ADDRESS
489 LARI:IN ROAD
540 C
7,020
CONTRACTOR'S NAME
CONNIE McDANIEL
T P ON
CONTRACTOR'S MAILING ADDRESS
9105 SOUTH BARRET YUBA CITY
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $
42,012
LENDER'S MAILING ADDRESS
Filing Fee
$ 15.00
Permit Fee
$ 327.00
ARCHITECT OR ENGINEER
LEON VALLA
LICENSE NO.
Plan Checking Fee
$ 163.50
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
489 LARKIN ROAD GRIDLEY 95948
Penalty
$
BUILDING ADDRESS
Permit fee
$ 505.50
PLUMBING PERMIT
Filing Fee 15.00
Each Trap
5.00
Solar or heat pump water heater
20.00
LOT NO.SUBDIVISION
NAME
PARCEL MAP
Water piping
7.00
77– Tia
Each qas water heater or vent
7.00
USE OF STRUCTURE
Gas piping system 1 - 5 outlets
5.00
Building sewer
15.00
SF ❑ Duplex❑ Mobilehome❑ Other DET SHOP
Mobile Home S I G I W
@ 15.00
SPECIFY
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Installation❑ Other ❑
Permit Fee
$
Describe work: _SHOP WITH CARPORT _
Contractor
ELECTRICAL PERMIT
Filing Fee 15.00
Main service 0V OR LESS
2000A OR LESS
18.50
Main service 200A TO 10ooA)
CONTRACTORS LICENSE LAW
DWELLING OCCUR.&)
NEW CONST.OR ADDNS. / ( ACC, BLDG5. //
_37.50
3.60 sq.ft. 68
I declare under penalty of perjury (check one):
NEW CONSTR. ULTI.OUTLET
@ 5.00
❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business
NO N•RESID BRANCH CIRC ITS
POWER APPARATUS 6
and Professions Code and my license is in full force and effect.
(SINGLE OUTLET CIR.
License No. Classification
Ex. Occup(OUTLETS OR FIXTURESFIXED
20 76
❑ I, as the owner, or my employees with wages as their sole compen-
APPLNS.
Ex. Occup. OUTLETS ((RESID,)RE
3.00
sation, will do the work,and the structure is not intended or offered
Temporary service
15.00
for sale. (Sec. 7044)
[� I, as the owner, am exclusively contracting with licensed contract-
Mobile Home Facilities
15.00
ors. (Sec. 7044)
Misc. byirin g
15.00
❑ I am exempt under Sec. , Business and Professions Code
for this reason
Permit Fee
$ 83.00
—
Contractor
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
MECHANICAL PERMIT
Filing Fee 15.00
❑ The permit is for $100.00 (valuation) or less.
Heating
❑ 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.
Coolin g
I shall not employ any person in any manner so as to become subject
Hood
6.50
to the W. C. laws of California.
Ventilation
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
Permit Fee
$
provisions or this permit shall be deemed revoked.
Contractor
I certify that I have read this application and state that the above information
Mobile Home Installation Fee
S
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Energy Inspection Fee
$
Butte to enter upon the above-mentioned property for inspection purposes.cc
I
�oy�Jr%E
�TOTAL FEE
$ 588.50
also agree to save, indemnify and keep harmless the County of Butte against
V
all liabilities, judgments, costs, and expenses which may in any way accrue
HAz DFEES IMP FLOOD cDF
PA EL PD IS E
against said Count in consequence of the granting of this permit.
X Date U
This permit is hereby issued under the applicable provi-
Signature of Applicant — Owner, Contractor ElAgent F-1
of the Butte Coun Code and/or
resolutions to do
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
work
Work Indic a ab f r which fees have been paid.
ion of structures over 3 stories in height.
TO OF PUBLIC
WORKS
By
q
Date / -l7-,9
Receipt No. 122561
PERMIT EXPIRES Date
WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT
k
31,
COUNTY OF BUTTE - DEPARTMENT -OF UBL_IC WORKS - BUILDING DIVISION
_ 1 j
7 COUNTY CENTER DRIVE - ORO V LLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER
A/%S fl�l�M,+A)
A. P. No. CZ
770—oSZ,
Proposed Building Use
Qe-3- hop
Building Inspector Date
8P 7 52
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
DATE RECEIVED tBY
1. All items have been submitted . ................................ ...... .
2. Plot plans, 3/4 sets, signed by preparer of plans.
3. Complete plans, 3/4 sets, signed by preparer of plans . ......................
4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ .
5. Hazardous Material Form . ............................................
6. Energy Design Compliance and supporting documentation . ..................
7. Statement of Intent for, Non -Heated and A/C Buildings . ..................... .
8. Engineered truss details and layout in duplicate (required prior to plan check). ....
9. Mobilehome data and manufacturer's installation instructions, 2 sets. ...........
10. Fees of $ ..........................................
11. Impact fees as shown on attached schedule . ............................. .
12. California Department of Forestry plan approval/fees. ....................... .
13. Flood elevation letter (100 year flood) b California Engineer . ............... .
14. Sanitation and plot plan approval 0? U i IC Health Department. .....:..... 1
16. City of Chico plumbing permit . .........................................
1 Plot plan and business license approval from City of Biggs/Gridley. .............
=� `17 Planning approval for (A) Use: (B) Parking: ::::. .
1 Contact Land Development about (A) Improvements (B) Drainage. .
19. Driveway permit (construction approval required prior to occupancy). . • •Pfe I�gPeaio� �eq�
20. Pre -inspection for ga required. to Building Inspector (Date)
21. Contractor's license informatio , Name Style, Classification$S�.I.7.3 .... % 2 .
22. Certificate of Workmans Compensation Insurance . ..........................
23. Owner -Builder Verification (Given to owner , Mail to owner ). .......... .
24. Recorded copy of Agricultural Acknowledgement Statement . ..................
35( Letter of signature authorization . ........................................
(26 Copy of recorded deed of parcel creation and 60 right of way to a public road.
27. a er of intent on building use. .. ...... , , , q 2
Documentation of legal access . .................
Documentation of 50% subdivision developed or (A) Ro.ad ir;
and (B) Parcel meets zoning area and frontage requirements
Existing violations/expired permits . ......................
Plan check list . .................................... .
ov mints completed
WhVou issue the permit, process as follows: Maii o owner. Mail to contractor.
V Telephone 8z/6-G,(� and hold for pickup at (J40U('(11 office. Deliver with inspector.
Other
Parcel Creation 2
Acreage Applicant N�r "::f �CWU Date �dr
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 p
1. Index permit for above items No. _
2. Additional items required: '
it issuance: (Circle new item not checked above).
Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date
Contractor, designer, owner, was advised of above required data by _ phone _ mail C u ter by _ Date
Plans checked by Date Plans approved by Date 9 y
Sets of plans on hold in File cabinet AP folder
Copy - Department of Public Works
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC O -R -KS PERMIT NO.
7 County Center Drive - Oroville, California 95965 - Telephon : 916/538-7541
APPLICATION AND PERMIT
ZONING
------ --- - -- OZ�/ • f D�2, �- -Ile BUILDING PERMIT
OWNERn ter-- �� ',A �� EHo,E A SO. FT. CC. BUILDING VALUATION
ONTRACTOR'S MAILING
i 6 e- e.1—
ONSTRUCTION LE Ot..
LENDER'S MAILING ADDRESS
ARCHITECT OR NG
e" /
ARCHITECT OR NG
BUILDING ADDRESS
(NEER
IN
14v, ;:�-
R ESS
y1v 6#
MAILING AD/D`R
3
LOT NO. I SUBDIVISION NAME
LICENSE NO. /
PARCEL MAP
USE OF STRUCTURE _�,
SF ❑ Duplex ❑ Mobi lehome ❑ Other � 5 k OJD
SPECIFY
TYPE OF WORK
New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe work: 644).44 OA/' 10!!�§rf
CONTRACTORS LICENSE LAW
I 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. 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)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
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.
❑ 1 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.
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 Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I 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.
X Date
Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Receipt No. % z 2-561
WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT
Fireplace
$
Contractor
Total Valuation 1$ q4&7-
ZFiling
ELECTRICAL PERMIT
Filing Fee 15.00
FilingFee
$
15.00
Permit Fee >~
NEW CONST.(DWELLING OCCUP.&
OR ADDNS. ACC. SLOGS.
c3�•7-_
Plan Checking Fee
^ 5.00
l:
POWER APPARATUSb
( SINGLE OUTLET CIR.
Energy Plan Checking Fee
$
20 TRA
Penalty
$
Temporary service
Permit fee
$
_psos-�
PLUMBING PERMIT
Filing Fee 15.00
Each Trap
5.00
Solar or heat pump water heater
20.00
Water piping
7.00
Each qas water heater or vent
7.00
Gas piping system 1 - 5 outlets
5.00
Building sewer
1 15.00
Mobile Home I S I G 1
1
615.001
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 15.00
Main service 600V OR LESS
200A OR LESS
18.50
Main service 200ATO1000A)
37.50
NEW CONST.(DWELLING OCCUP.&
OR ADDNS. ACC. SLOGS.
3.60 sq.}t.
NEW CONSTR. MULTI -OUTLET
NO..RES.D BRANCH CIRC ITS
^ 5.00
l:
POWER APPARATUSb
( SINGLE OUTLET CIR.
Ex. Occup(OUTLETS OR FIXTURES
20 TRA
FIXED APPLNS. OR
Ex. Occup. OUTLETS (RESID,) EA.)
1 3.00
Temporary service
15.00
Mobile Home Facilities
15.00
Misc. Wiring
15.00
Permit Fee $ �v
Contractor
MECHANICAL PERMIT Filing Fee 15.00
Heating
Cool ing
Hood 6.50
Ventilation
Permit Fee $
Contractor
Mobile Home Installation Fee S
Energy Inspection Fee $
DCC CONST TYPE I TOTAL FEE s,J-e8' -
HA2 10 FEES I IMP_l FLOODCDF PA --.,,,w I ru I HD I IaSUE
This permit is hereby issued under the applicable provi-
sions of the Butte County Code and/or resolutions to do
work indicated above for which fees have been paid.
DIRECTOR OF PUBLIC WORKS
By Date
PERMIT EXPIRES Date
�I
• PCQW/OE ,¢ ,�Lo T" fit/ ,0RIWAI To
SCG �
PAIJ
.
PC--f-1V R Y
IVY\),
TO Buildinc Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
/4t,A, n -N- q �z - I
Owner
Plan Approved for:
Hold final for:
Location AP#
Sewaqe Disposal
Water Supply
Water Supply
Final clearance O.R. for: Water Supply
.Clearance for bedroom mobile home. Other `f
NOTE
f� 2 41--
Sanitarian Date
01N
� LEFA c�/ L iti
PRS vF vYAy
031
Aczscv-
-rn-
1
y.
APPROVED
Butte County
Environmental Health
D e
----- /0 Al --------------
Signature
I
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I
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/�,8%
/®� % � = 25/0,3 ,' /moo = l� 7VFr3
. ( US v(WIC:- �a,- �,-,I-, G, COL A)
s
/W- 92
i4
sy FT 23 q ,
a i3L/F'T
Lz-
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/v L Fro,, C- 6-rP 55-t-(, ,9
5 E 3-_.� ' _� 9: A ety p
i-lo12e n
)A/= 12.9 a'lJD %3.J
Z y.
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uo�w.+o Ma owvuu. uuwwu nw� um w•�w�
f^ /
f /
sy FT 23 q ,
a i3L/F'T
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/v L Fro,, C- 6-rP 55-t-(, ,9
5 E 3-_.� ' _� 9: A ety p
i-lo12e n
)A/= 12.9 a'lJD %3.J
Z y.
' uo wm ava awnu, wvo[[u aw[ uu�[u-�a[
7cL2LE" z/�, It-)
X14
el
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(use ��ri�re F74 :'/
99-056
d al. '9
�ro-MYID IK Mw,IU. WIIOYII ��M� l�,�l WtW�
/Z • �rJ ... � �i�' %�%� � � ;art S q ,
/O /OD'd
r
�4.6 x 0' aSr u°
y go,
L�00 - 9 796 = 3 &/D
Walrer h(
�D
S
)Co�4�4},
c� o•S /
92.05 ,d
3,J X J�'��/�
�%� - Ufa �•� "e 8
�4.6 x 0' aSr u°
y go,
L�00 - 9 796 = 3 &/D
Walrer h(
�D
S
)Co�4�4},
c� o•S /
92.05 ,d
,
A, Nct�U2
uo"�+uo as o�ai�u.uurouu nM� oiu �u•tw�
Z -dl So6 TA,11
TO ra L ci 4-ct i< 1306.7 x z,,:-- a 6, a
3„� X 3.S F G'�i .. 1j . s
IJS e 1'41 hPA I R. P i fJ o' G �?
LlsC-- 4/S %;�
o4 eoL'.
F, L ► t 2 a
9 "V 4s
v "'A IVa, x?/Ies_�.va
JOB NO.
TITLE DESCRIPTION & DESIGN CRITERIA
BUILDING TYPF_ F /76
SPAN ':� 6-
EAVE HEIGHT 2 - 0
This building as furnished by Federal Steel
the criteria listed below. Capacity for loads
is specifically neither intended nor implied.
LOADING
Roof Live Load PSF
Frame Live Load 2 PSF
Wind Load D MPH EXP._
Total Design Dead Load 3,4�
Crane Type f Capacity Max
Other LF -AV -10 Al FroN'T Sib[ W -A 7 -
seismic
seismic zone: 3 Importance Factor:
DS IGNE�B,Y,• FC
DAT : 6 - u�19 L
CKED BY
AGE: Al OF
ROOF SLOPE � = I2.
BAY SPACING `Z AT Z1-'0
BUILDING CODE U 6 C
Structures, was designed using
greater than these shown below
Roof Dead Load 1 • 9 a PSF
Collateral 1,0 PSF
Sprinkler PSF
PSF (including frame dead load)
WH. LD Min. WH SPCG
LOAD COMBINATIONS
1. Dead + Live (D+L)
2. Dead + Wind Left (D+WL)
3. Dead + Wind Right (D+WR)
4. Dead + Longitudinal wind
5. Dead + Seismic (DiS)
USE:( 2 )3/,A.B.'s
D+ L
(D+LW) (i S U L l
D_
4,
NOTE:
PIONS L V-2,
(2 ' $ AZ-
1g.o 12.o�-
OtWL
Dt W 1
8,8 10.1
Anchor bolt size determined by shear and tension at steel
Bolt spacing will generally require the use of a bearing
Length of bolt and method .of_ force transfer to foundation
mined by others.
line.
angle.
deter -
412.
92 -0J-6
't DE616NEU by : I I�
DATE : U t, 19 �ti
CUSTOMER E 10 kI R N' CHECKED BY:
,JOB NO. '2 2 20 3 c PAGE Al • I OF
TTTT.F. ' ` F. A- L T C o Yv 1 %�� - �. V,
LOAD COMBINATIONS
1. Dead + Live (D+L) R
2. Dead + Wind Left (D+WL)
3. Dead + Wind Right (D+WR) �2�juLT1
4. NO + Lon)&d.VAY,4 (V)tLw)
5.
FR. LN.
USE: ( 2-
D
D i- L
. A.B. Is
►'
D4W L
4,9
213 2 �3
USE: (
J 1J.LEt . ti . D . "
J
obis sbee_-� Amriz, Wert lam"
S4eel bs leb� �
LaN� -NO'MAL wi1NO
Dq
),0
S, g.
1tV1L,. t]111.11V1. 1JtJl l.. .J1LG 6iG%_._.L J.lAG" JJz J11G al. u1lV. .. AAJJ. va♦ u�. . ��. +.+.•�.
Bolt spacing will generally require the use of a bearing angle.
Length of bolt and method of force transfer to foundation
determined by others.
92 05&
HERITAGE BUILDING, SYSTEMS
P.O. BOX 470
NORTH LITTLE ROCK, AR. 72115
41'Tr 0/,k/ o �-
PRINTED
AUG 13 1992
*
t N0.45351
EXP. 9.30.94
/Uo govt 770 A.) l� , al
CALCULATIONS AND DETAILS
HERITAGE STEEL BUILDING
PROJECT NAME:
LOCATION: 6-Q110LEy, C A
SIZE: �6�vx �4� bx�-A\IC-
WO#: 2 2 2 a !-
DATE: O' - 2.
F C AIL
HERITAGE BUILDING SYSTEMS
LETTER OF CERTIFICATION
DATE ?'1 3 —47
JOB NO. 22203H
JOB NAME: HANS HEIDMAN
LOCATION: GRIDLEY, CA.
This is to certify that the above referenced structure is designed
for the following loads applied in accordance with the U.B.C. Code
1988 Edition.
Live Load: 12 psf (FRAMES)
Ground snow:
Wind Load:
Collateral Load:
Seismic Zone:
20 psf secondary
0.0 psf
80 mph ✓
1 psf
3 ✓
No allowance is made for loads caused by anything other than the
metal structure by Heritage and the above stated loads.
This certification covers the structural design of the framing and
covering parts that are manufactured and shipped by Heritage except
accessories such as doors, windows, translucent panels, louvers and
ventilators, and is exclusive. of other parts of the project such as
the foundation, masonry walls, mechanical equipment and erection of
the building. The building should be erected in accordance to the
construction drawings supplied by Heritage on a properly designed
foundation. The undersigned in not the Engineer of Record for the
overall project.
CUSTOMER H AW-) RU D M A N
JOB NO. 2 9 2 0 3 k .
TITLE DESCRIPTION & DESIGN CRITERIA
BUILDING TYPF R F T (3
SPAN 2, �-
EAVE HEIGHT 1Z - 0
This building as furnished by Federal Steel
the criteria listed below. Capacity for loads
is specifically neither intended nor implied.
LOADING
DESIGNE BY: FC
DATE: - 0 4- TL
CHECKED BY:
PAGE: Al OF
ROOF SLOPE Z
I *- I
BAY SPACING 2 AT Zr--o
BUILDING CODE V 4 C
Structures, was designed using
greater than these shown below
Roof Live Load d PSF Roof Dead Load I.5 a PSF
Frame Live Load 2 PSF Collateral 1,0 PSF
Wind Load 1 D MPH EXP._ Sprinkler --- PSF
Total Design Dead Load 340 PSF (including frame dead load)
Crane Type f Capacity Max. WH LD Min. WH SPCG
Other LEAuT0 Al FRolyT SObr. w-ALZ
Seismic Zone: 3 Importance Factor: I,1b
LOAD COMBINATIONS
1. Dead + Live (D+L)
2. Dead + Wind Left (D+WL)
3. Dead + Wind Right (D+WR)
4. Dead + Longitudinal Wind ( D+LW )` Y E 3 U L► S
5. Dead + Seismic (DtS) J
USE: (2 )3/�A.B. Is
D+ L
2,8 1 0
on
D +WL
2,3 2, 3
4,1
'IONS L N g
(2) �y $ A-6.
0+L
\A/
9t WIZ
2,0
-mss
2, ?
$, 8 10. L �j 44,2 --
NOTE: Anchor bolt size determined by shear -and tension at steel line
Bolt spacing will generally require the use of a bearing angle.
Length of bolt and method .of.force transfer to foundation deter-
mined by others.
t
CUSTOMER f! h N S 4H I 0 M R N -
JOB NO. 2 2 2 0 3
TITLE �L TI1D 111
LOAD COMBINATIONS_
1. Dead + Live (D+L)
2. Dead + Wind Left (D+WL)
3. Dead + Wind Right (D+WR) �SuLTS
4. Derma 1-OY%)i U4,\ ihA (htLw)
5.
FR. LN.
USE: ( 2 ) /L
D +- L
2,
IA. A.B. Is
D+W L
USE: (
L/1LA. A%.U. .7
DESIGNED BY:
DATE: 9— U � 19 C)ti
CHECKED BY:
PAGE Al • I OF
L 61v f i'TU D iN A,L M N b
l,o
�r9.6
S,
L�j
2,1_
LIv 3
Bolt spacing will generally -require the use of a bearing angle.
Length of bolt and method of force transfer to foundation
determined by others.'
ANR (ROOF PANEL)
SECTION PROPERTIES & LOAD TABLES
3t/16"
3'-0"COVERAGE
ANR (R Panel)
1'-0"
PANEL
DATA
PA �i:- Pt,
SECTION PflOPEATIES
.- : ALLOWABLE UNIFORM LOAD (PSF)
PANEL
GAGE
DESIGN
THICK
(In.)
FyFo
(ksi)
(ksi)
WEIGHT
(pso
GIRTH
On.)
TOP FLAT IN
COMPRESSION
BOTTOM FLAT IN
COMPRESSION
`Ix(In.4/FL) I S:(In.3/FL)
Ixgn.'/FL) Sx(In.3/FL)
26
.018
50
30
.92
423/4
.0369 .0373
.0367 .0401
24
.022
50
-.30.'...
1.12 : -
423/4 =1
: `-' .0469 0478
- .0462 -� - ..0493
NOTES:
1. Properties of panel are calculated in accordance with the 1980 edition of "Specifications for
the Design of Light Gage Cold Formed Structural Members," published by the American
Iron and Steel Institute (A.I.S.I.).
2. Allowable loads for wind have been increased by 331/3%.
3. Values shown as allowable loads are based on panel covering 3 equal continuous spans.
Multiply values shown by 0.8 for 2 span condition.
4. Values shown for deflection are based on a span to deflection ratio of 180.
5. When used as a roof panel, weight of panels must be deducted from values shown' to obtain
'.net allowable loads". Weight of panel in table is per square foot of coverage.
02/88 I2.9
.- : ALLOWABLE UNIFORM LOAD (PSF)
WIND LOAD (UPLIFT)
WE LOAD (STRESS)
LIVE LOAD (DEFLECTION)
PANEL
SPAN (FL)
SPAN (FL)
SPAN (FL)
GAGE
4 1 5 6 1 7
8 3 1 4 5 6
7 3 1 4 1 5 6 7
26
77 1 49 34 25
19 1 1163
40 28
20 248 99 51 30 19
24
98 ` 63 44 32
25 137 77
49 34 1
25 '304`1 -122 63 37 23
NOTES:
1. Properties of panel are calculated in accordance with the 1980 edition of "Specifications for
the Design of Light Gage Cold Formed Structural Members," published by the American
Iron and Steel Institute (A.I.S.I.).
2. Allowable loads for wind have been increased by 331/3%.
3. Values shown as allowable loads are based on panel covering 3 equal continuous spans.
Multiply values shown by 0.8 for 2 span condition.
4. Values shown for deflection are based on a span to deflection ratio of 180.
5. When used as a roof panel, weight of panels must be deducted from values shown' to obtain
'.net allowable loads". Weight of panel in table is per square foot of coverage.
02/88 I2.9
ANW (WALL PANEL)
SECTION PROPERTIES & LOAD TABLES
h
Th6
V.0.
ANW (R Panel)
PANEL
DATA
SECTION PROPERTIES
UNIFORM LOAD (PS9
PANEL
GAGE
DESIGN
THICK
(In.)
FY
(ksi)
Fb WEIGHT
(ksi) (psf)
GIRTH
(In.)
TOP FLAT IN
COMPRESSION
BOTTOM FLAT IN
COMPRESSION
Ix(In 4/FL) Sx(In.3/FL)
Ix(In.4/FL) Sx(In 3/FL)
26
.018
50
30 1 .89
41/,6
.0369 .0373
.0367 .0401
24
.022
50
30 1 1.09
41/,6
.0469 .0478
60462 .0493
ALLOWABLE
UNIFORM LOAD (PS9
PANEL
GAGE
WIND LOAD
SPAN (FL)
4 1 5 1 6 7 8
26
77
49 34 25 19
24 1
98
63 44 32 1 25
NOTES:
1. Properties of panel are calculated in accordance with the 1980 edition of "Specifications for
the Design of Light Gage Cold Formed Steel Structural Members," published by the American
Iron and Steel Institute (A.I.S.I.).
2. Allowable loads for wind have been increased by 331/3%.
3. Values shown as allowable loads are based on panel covering 3 equal continuous spans.
Multiply values shown by 0.8 for 2 span condition.
4. Weight of panel in table is per square foot of coverage.
I2.4
Zee
Gross
OefIect.
Gross
Gross
Gross
Gross
Stress
Area
Form
ENGINEERING
DESIGN
Area
Ix
MANUAL'
Iy
Rx
1
Section:
ROOF
_f
Q
Fcq
(in.2)
(in.4)
i
By: MCL
Ct1k: JK TP
Date: 6-29-87
Rev.
No.: 4
Pg:
3�
1
5) Section..•Praperties - Section properties of
Ceco Buildings
Division 8
1/2"
3.264
ana
aeep zee snapes are given in Table
3 and Table
4.
33.onoo
2
.9667
10.2950
10.2950
TABLE 3
Fy = 55
ksi
1.0000
.6331
Zee
No.
Total
Depth
Flange nesign
Width Thick.
Min. Lip Lip
Thick. Length Angle
Inside
Flg-Lip
Radii
Flg-Web
Slit
Width
Dead
'Weight
1
2
3
4
5
(in.)
8.500
8.500
8.500
8.500
8.500
(in.) (in.)
2.500 .0580
2.500 .0670
2.500 .0750
2.500 .0820
2.500 .0920
(in.) (in.) (deg.)
.0550 .6250 50.()0
.0640 .6870 50.00
.0710 .7500 50.00
.0780 .8120 50.00
.0870 .8750 50.00
(in.)
.2500
.2500
.2500
.2500
.2500
(in.)
.218n
.2180
.2180
.2180
.2180
(in.)
14.375n
14.5nno
14.5625
14.6875
14.7500
(lbs/ft)
2.830
3.3n0
3.71n
4.090
4.610
Zee
Gross
OefIect.
Gross
Gross
Gross
Gross
Stress
Area
Form
Stress
No.
Area
Ix
Ix
Iy
Rx
Ry
Qs
Qa
Q
Fcq
(in.2)
(in.4)
(in.4)
(in.4)
(in.)
(in.)
(ksi)
1
.8314
8.8561
8.8561
1:0624
3.264
1.130
1.0000
.5817
.5817
33.onoo
2
.9667
10.2950
10.2950
1.2847
3.263
1.153.
1.0000
.6331
.6331
• 33.0000
3
1.0895
11.6014
11.6014
1.5065
3.263
1.176
1.0000
.6618
.6618
33.o0on
4
1.1°94
12.7695
12.7695
1.7237
3.263
1.199
1.0000
6821.
.6821
33.0000
5
1.3541
14.3973
14.3973
2.0179
3.261
1.221
1.0000
.7090
.7090
33 .noon
Zee Sending Tension Compression Flange Stress *Type of Bending Capacity*
No. Eff. Ix Sxt • Yc Sxc Stress Limited *------------------------*
(in.4) (in.3) (in.) (in.3) (ksi) By The
1 8.6975 2.0685 4.2952 2.0249 29.8179 Web Max. Flange Compr. Stress
1 8.8561 2.0838 4.2500 2.0838 22.8208 .Flange No Reduction in Flg. Width
2 10.2780 2.4207 4.2542 2.4160 31.6610 Web Max. Flange Compr. Stress '
2 10.2950 2.4223 4.2500 2.4223 30.8426 Flange No Reduction in Flg. Width
3 11.6014 2.7297 4.2500 2.7297 32.9367 Web Max. Flange Compr. Stress
4 12.7695 3.0046 4.2500 3.,On46 33.000 Flange Max. Flange Compr. Stress
5 14.3973 3.3876 4.2500 3.3876 33.000 Flange Max. Flange Comor. Stress
Unbraced Inner *Source -of the allow..comor. stress for*
Zee Flg. Allowable *The unbraced inner flange of this zee*
iso.Compr. Stress *----=--------------------------------*
(ksi)
1 20.9000 Fb2 calc'd. using AISI Part°3, Section 3
2 22.6400 Fb2 calc'd. using AISI Part 3, Section 3
3 23.8300 Fb2 calc'd. using AISI Part 3, Section 3
4 24.6800 Fb2 calc'd. using AISI Part 3, Section 3
5 25.6600 Fb2 calc'd. using AISI Part 3, Section 3
The Fb2 stress was calculated using two zee spaces of'96.00 inches and with .03680
in.. 4/ft. for the moment of intertia of the outer flange sheeting. Only 97.00 percent
of the calculated Fb2 stress was used to account for the give in the connection'
between the sheeting and the zees.
SECTION PROPERTIES
LIP
MINIMUM YIELD STRESS = 55 ksi
X
81/z"C
Y
e
m
COLD FORMED
SHAPES DATA
Pa4lM.L
SECTION PROPERTIES
SECTION
DESIGNA-
TION
DESIGNLIP
THICK.
In.
LENGTH
In.
Wr.
PER FT.
Lb.
AREA
Int
AXIS X -X AXIS Y -Y
Fb.
ksi
R
ksi
R2 Q
ksi
Ix . S: I r: b rY z
In.4 In? In. In < In. In.
8'/2 C 5 8
.058
0.75
3.14
10.92
10.34 2.19 13.35 1.26 11 .17 0.92
27.90129.54121.811
-2.796T24,561.65
.56
8'/2 C 7 5
.075,
0.75
4.03
1.18
13.18 2.97 3.34 1.6011.161 0.89
36.76F3
8'/2 C 8 2
.082
0.75
14.55
1.33
14.86 3.42 3.34 1.94 1.211 0.99
31.47133.00125.11
.69
Fbw = Maximum allowable compressive stress in web due to bending.
Fb = Maximum allowable compressive stress in flange due to bending (as limited by Fbw).
Fb2 = Maximum allowable stress on unbraced compression flange when tension flange is braced.
09/89 I1.3
` 81/2" AND 10" EAVE STRUT
SECTION PROPERTIES
31/4.
Y
3°
X
X + X
cat
LIP
3°
+--Jl - I �
81/2" ES - Y
3Vi"
MINIMUM YIELD STRESS = 55 ksi
10" ES
31A'
COLD FORMED
SHAPES DATA
3°
SECTION PROPERTIES
SECTION
DESIGNA-
TION
DESIGN
THICK
In.
LIP WT.
LENGTH PER FT.
In. Lb.
AREA
In.2
AXIS X -X AXIS Y -Y
Fa.„ Fo
ksi ksi
Fat
ksi
Q
I: S=
Ina In?
!: 6 !y
In. In.4 In.
I x
In.
81/2E14
.075
.750 1 4.03
1 1.18
13.18 1 2.97
3.34 1.60 1.16 ( .89
30.7 1 32.9 1 24.5 1 .65
8'/z E13
.082
.750 1 4.55
1 1.33
14.8E 3.42
1 3.34 11.94 11.21 .99
31-.47133.0 125.111 .69
FbW = Maximum allowable compressive stress in web due to bending.
Fb- = Maximum allowable compressive stress in flange due to bending (as limited by FbW).
Fb2 = Maximum allowable stress on unbraced compression flange when tension flange is braced.
MINIMUM YIELD STRESS = 55 ksi
SECTION PROPERTIES
SECTION
DESIGNA-
TION
DESIGN
THICK
In.
LIP
LENGTH
in.
wT.
PER FT.
Lb.
AREA
In.2S:
TOP FLG.
IN COMP.
BTM. FLG.
IN COMP.
FULL SECTION
PROPERTIES
Fe
In? ksi
S:
In?
Fb
I ksi
Ix I r.
In.4 I In,
I x
I In.
Q
10E13
.084
ISee Sketchl
5.42
1 1.60
3.92 33.0
4.23
129.9
20.6213.591
1.15 1 .65
Fb = Maximum allowable compressive stress in flange due to bending with compression flange
considered fully braced.
---.----------_.----_-.-.---..--_•-_.----.---__---_.-_--
Ouote: Date: 07/31/92
22263ti' Hui Iding sketch Frame Lines 1 to 3 Time: 15:25:12 I
+-•- ----•----••--•--•-••-----•--•-----------•----------•--------------•---------------------------+
i
3
V
..F.-'-'-----`- ---'-' -' •---- _. --- _.-•---+--- - •--- _. ._---._ ---.----•------
1
1 ,
1 ,
1
1
1
1
1 1
1 ,
1
C
1_,c)0 1
, 1
1
1
1 ,
1
1
1
\./-------------------------- J"�--•--�---- ----
_
1 ,
KtvE�E 612AC�
\ 1
1 ,
i � o
i
r.................... =_+
c, T , i;C) 27.00
LAV(, 54.00
All �rau�ti �L �Ro1D
---------------------------
18.0o
Not :_;h.own: Doors, , hI i nd ows 9 Vents 9 Louvers 9 Translucent Fane I s v Insu I at i on 9
Bracing, Framed I_Ipen i ngs, Open Wa I I 9 Roof Extensions or Cranes-
CUSTOMER: H A N S (1 E V d tIA N
JOB NO:
TITLE: ROOF DESIGN
DESIGNED BY • FK-
DATE:
n.DATE. 0 O4-- ).L
CHECKED BY:
PAGE B- I OF
PANEL DESIGN See section A2 for description and design criteria.
GA. MAX. SPAN NO. OF SPANS MAXIMUM STRESS RATIO= J
26 4,1- Ft. .
PURLIN DESIGN S P A (-I N U S AT 4,o, LAT 4,5.#1 Ai 4.
MAXIMUM HORIZONTAL TRIB WIDTH = 4.2 S-
gUAN (FT 1 . 2 C. J 26,0
SIZE
$i Z -7f
1,1-
,SP
LAPL FT.
2,u
2,U/t'
(PURLIN DESIGN STARTING AT BUILDING SIDE 3)
ALLOWABLE UNIFORM LOAD (K/FT) _ O y3�
ACTUAL UNIFORM LOAD (K/FT)
ANTI ROLL CLIP REQUIRED AT PURLIN #
(1ST. PURLIN FROM EAVE IS PURLIN #1)
PURLIN STIFF. REQ'D. AT LNS. : I.3;
frnNm 1 LEANT U NWLINS : S ?ACI*N
PEA K
SAT /,v
PAN FT.
2 610
IZE
S Z
[LAP L R FT.
'1!9�-
(r•num )
SPAN FT.
SIZE
AP L R FT.
NOTE: For allowable stresses see page A3.
1/3rd. for wind.
I
SIDE 2'-
SIDE3 S I D E 4
0- SIDE 1
Increase allowables by
#•'k•#•}:•###•1:###•!.�###•2E#####'k#•�###•}E•#•tb#•k #'k-.�1••k?4##•t•#•'tE�•it#yE•3';•#�f•######•'.F###•k•#•}E##•iE•'d-###•�•#####•1£•##
# CDG VERSION V12 ON 07/31/92 AT 15:27:23 PAGE. C ( #
# JOB: 2220: BY: EL_ FOR g WESTERN REGION #
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####
MAIN BUILDING SIDE 2 S I i )EWALL STRUCTURE DESIGN #####
S I DEWALL_ STRUCTURE DESIGN SUMMARY
BASIC BUILDING CODE CRITERIA PER 1988 UBC
CLADDING AND SECONDARY WIND APPLICTATIOWN PER 1988 UBC
EAV:E
HEIGHT
(FEET)..........,...,,. ....................................
12.000
GIRT
DEPTH
(INCHES)..................,....................................
8.500
GIRT
OUTSET
(INCHES) ................ ,................. ....................
8.500
WALL
PANEL_
TYPE ...... ,............., ................. , .....................
ANW'�'G
GIRT
TYPE OPTION
,.. ,. ........ .. . ....... ....................
BYPASS
I -_:ASE_
TYPE OPTION
.., ........., ... ,. ,. ,......................... ...............LASE
ANGLE
DESIGN WIND
LOAD 1= i R CLADDING AND'SECONDARY iNDARY (MPH) ....................
80.000
EDGE_
STRIP
Z DISTANCE E A T CORNERS (FEET) .............................
5.400
FULLY ENCLOSED BU I LD I Ni v NORMAL BUILDING CATEGORY v EXPOSURE C
REPRESENTATIVE WIND L_ LADING TO WALL. STRUCTURE USING A 100 Ski . FT . Li FADED AREA
INDIVIDUAL Mf'.MBER LOADS MAY VARY ACCORDING Ti i ACTUAL TRIBUTARY LOADED AREAS
PRESSURE .......... ,.......................... , .. C= 1.20 C Q= 24.420 PSF
SUCTION ....„ ..... ,..................... .. C= -1.10 CQ= -22.440 PSF
SUCTION AT WALL CORNER REG I i �N .. „ ... i .... C= -2-00 CO= -40.800 PSF
FULLY ENCLOSED BU I LD I Nei v NORMAL BUILDING C:ATEGOiRY v EXPOSURE C
REPRESENTATIVE WIND L...OiADING TO i WALL CLADDING USING A 1 SQ . FT . LOADED AREA
PRESSURE ........... ,................, ., ........1.20 C Q= 24.480 PSF
SUCTION ........................ ......... C= -1.10 CQ=: -22.440 PSF
SUCTION AT WALL CORNER REGION ........... C= -2„00 0 C O= -40.800 PSF
P A N E: L- A N A L Y S I S
LOAD COMBINATIONS a 1) Q.- 2) W-
4+ HERE o Wo _= WIND L_ LAD AS AN INWARD ACTING PRESSURE
W- = WIND L LAD AS AN OUTWARD ACTING SUCTION
## CONTROLLING ##
PANEL CROSS-SECTION COMB CHECK RATIO i
PANEL._ WITHIN CORNER EDGE REGION ELEVATION .000' TO 12.000' L BENDING .703
PANEL IN INTERIOR ZONE THRU•-O UT ELEVATION .000' TO i 12.000' 1 BENDING .393
#'rpt' ait' �"�' #'?'t' �' #'�' �t' �1t' # # �"�' �' #'�t' #'?'t"�{"Z('-.�."at' %i' Jt"�"i"32' it• }t' at..:�' ft"Yf' #'S�{' �t' �' Y'."�' 7,t"� �"K �"�f # #'!E"*"�t' # # # �' # �' # # # # # # # #' # #' #'�' # # # # # # #
# CDS VERSION V12 ON 07/31/92 AT 15:27:25 PAGE �Z #
# JOB: Z22 i BY d EL_ FOR: WESTERN REGION #
##•�•'�i'•#•#ii•###)E•3F•�•#•ir'iii'i{•#•Y••'rE•yi••i'r�t•if'�i• if•-�•7i•�i• ic•it••il•##�Y•###�Y•#•#'3?••�Y••%##roi•#�i•#'#•###d(•##�Y•i(•###############•�••Di•##
MAIN i=,!...i I L... D I NO SIDE 11 S I r) WALL STRUCTURE DESIGN
(CONTINUED)
SECONDARY L' F_ S I G N
LOAD COMBINATIONS o 1) W+- 2) W-
I: HE':RE : Wf = WIND LOAD AS AN INWARD ACTING PRESSURE
W- = WIND LOAD AS AN OUTWARD ACTING SUCTION
GIRT LEVEL 2 (TEMPLATE) AVG SPACING to 4.417 FEEL" ELEVATION 7.:333'
LENGTH MEMBER DESIGNATION WEB DIS ** CONTROLLING ## DEFLECTION
SPAN (FEET) :>: LAI' LENGTHS (FEET) STIFF BRC COMB CHECK RATIO COMB RATIO
LE 1.000 . !:_,Zr._',7 NO NO 1 BEARING 1.004 1 L/ 58
26.000 8.5Z67 1.5000 Ni i NO 1 COM B+S 1.012 1 L/228
1
26.000 _.5 r,_'.7
1.5000
Nisi NO 1
COM B+S 1.012
1 L/2— ,
RE
1.000 _.5Z 7
NO NO 1
BEARING 1.004
1 L/ 5G.'
TEMPLATE
AVERAGE
PRESSURE
SUCTION
HIGHEST
LEVEL
GIRT LEVEL
ELEVATION
SPACING
MAX LiADING
MAX LOADING
CK.RATIi t
1
USE# ,_
3.000'
3.6i7'
24.480 PSF
—22.440 PSF
.840
2
USE# 2
7.333'
4.417'
24.480 i PSF
—22.440 PSF
1.012
AIDE Door
zADb�,. S PR hl jli3
nc,,'Trr___s,
l6ar h-- 4. oU�i..
_2 A
?-,S G 75" w1 Kic-Y V c
hT P -Ave S,JRVT
A i 60 1 1 -s A-naN i n S NY 2-
K iL;g
KiL;g hIb SeAN J IV�6 AY
RDD IS SA T- E_Z-j, ° 0
##•#••i:•###i': #•�i�•Fcif•#ii''?�'#a.Q''}'r'N #'?�'i{•'iQ' �''?Q'i'i' �E ;: 3� ;, ?•# :h°#•?'r# :�'•#•Ft#:?f###•:':#•}°###•�###•?S•###:�:•###•?E'#iE•#####iQ•#i(•#iE#iE
CDG VERSION V12 ON 07/31/92 AT 15:32:4= PAGE
# J i iL e 22203 BY i EL F� R o WESTERN REGION
ii•#iE••;4•#•#•#•lE###•':•##•k••i'r#•�• :f.tE•':.;': is. .u:�..fc.u..� .�.ic.�.jc.�c.yf.�..>nc�..u# :•;•?t••'sE•#•s'-###•*:#•3!•#####••'.f•###3S•if••#•###•if#•!(•##•iE####•?f##
S�bE 3
### MAIN BUILDING SIDE 4 ENDWALL STRUCTURE RUCT'1. RE DESIGN
E NDWA.LI__ STRUCTURE DESIGN SUMMARY
BASIC BUILDING CODE= CRITERIA PER 1988 UBC:
CLADDING AND SECONDARY WIND APPLICATION PER 1988 UEC:
GIRT DEPTH (INCHES) ................. ,........ i ........................ 8.500
GIRT OUTSET (INCHES) .............,...................................... 1.000
WALL PANEL_ TYPE ............. ,, .... „.......................................
ANW'•'6
GIRT TYPE OPTION .... ,. ,.. ,...... ,............... ,..............................—
FLU�H
BASE TYPE ii;• TI'i iN............ ,.....:....., ... ,.. ,..............................B^F A._,._
ANGLE
PEAK HEIGHT (FE.G.T) ............. ...... .................... 13.500
SAVE HEIGHT (FEET) SIDE: I ..... „ ..................., ....... > ............ 12.000
EAVE HEIGHT (FEET) SIDE ._...................... . ... ... ............ 1E.000
DESIGN WIND LOAD FOR If l C:LADDING AND SECONDARY (MPH) ................... 80.000
EDGE STRIP Z DISTANCE AT CORNERS (FEET) ............................. 5.400'
FULLY ENCLOSED BU I LD I NG i NORMAL BUILDING CATEGORY 9 EXPOSURE C
REPRESENTATIVE WIND LOADING TO WAL_L.. STRUCTURE USING A 100 SQ . FT . LOADED AREA
INDIVIDUAL MEIN BER LOADS MAY VARY ACCORDING Ti i ACTUAL TRIBUTARY LOADED AREAS
PRESSURE ..................... ,........... C:= 1.20 CO= 24.480 PSF
SUCTION ....., .. . ,................... C:= —1.10 CO=440 PSF
......
SUCTION AT WALL CORNER REGION ........... C= —2.00 CQ= —40.800 PSF
FULLY ENCLOSED 1_,U I L.D I IVC, , NORMAL BUILDING CATEGi iRY i EXPOSURE C
REPRESENTATIVE WIND LOADING TO WALL CLADDING USING A I S@ . FT . LOADED AREA
PRESSURE ....... „ .
SUCTION ,......... „ ., ..., ............ .......... C= —1.10 Cil}= —22.440 i PGF
SUCTION AT WAL._L.. CORNER REGION ,. ,. „ ........ C:= —2.00 CQ= —40.800 PSF
P A N E: L A N A L Y S. I G
LOAD COMBINATIONS : 1) W -v 2) W—
b' HE_ RE o W+ = WIND L LAD ' AS AN INWARD ACTING PRESSURE
W— == WIND LOAD AS AN OUTWARD ACTING SUCTION
## CONTROLLING **
PANEL_ CROSS—SECTION COMB CHECK RATIO
PANEL_. WITHIN CORNER EDGE REGION ELEVATION .000' TO 12.000' 2 BENDING .70
PANEL IN INTERIOR ZONE THRU—OUT ELEVATION .000' TO 13.500' 1 LENDING .627
` .
******************************************************************************
* CDS VERSION V12 ON 07/31/92 AT 15:32:51 PAGE C�� *
T
* JOB: 22203 8Y: EL FOR: WESTERN REGION *
******************************************************************************
WIDE
he�MAIN BUILDIN84 ENDWALL STRUCTURE DESI8N
(CONTINUED)
SECONDARY DESIGN
LOAD COMBINATIONS : 1> W+
2) W -
WHERE : W+ = WIND LOAD AS AN INWARD ACTING PRESSURE
W- = WIND LOAD AS AN OUTWARD ACTING SUCTION
GIRT LEVEL 2 (TEMPLATE) AVG SPACING @ 5.167 FEET ELEVATION 7.333'
LENGTH MEMBER DESIGNATION WEB DIS ** CONTROLLING ** DEFLECTION
SPAN (FEET) & LAP LENGTHS (FEET) STIFF BRC COMB CHECK RATIO COMB RATIO
---- ------ -------------------------- ----- --- ----------------- ----------
1 17.292 8.5Z58 SIMPLE SPAN NO NO 2 BENDING .922 1 L/213
2 17.292 8.5Z58 SIMPLE SPAN NO NO 2 BENDING .922 1 L/213
TEMPLATE AVERAGE PRESSURE SUCTION HIGHEST
LEVEL GIRT LEVEL ELEVATION SPACING MAX LOADING MAX LOADING CK.RATIO
�
----- ---------- --------- ------- ----------- ----------- -------
1 USE# 23.000', 3.667' 24.480 PSF -22.440 PSF .654
2 USE# 2 7.333`5.167' 24.480 PSF -22.440 PSF .922
•id•�i£••Y•)F3i•#if•##•3i'1t•-N.•;f•#•i4'iEi(•##•iEii•#�E•#7i•##•?E•ii•#?i••ii•�••�;-•i(•�ri•=rE•�f•it•:k�f•�#•�Y•3E•##•i{•?t•x'�•i� Y••i�##�i• k•i4•#i(•#######,i•#�••14•�i•##iEii•##•�
# GUS VERSION V12 ON 07/31/92 AT 15:32w&=' PAGE Cl
# J OB a 2220 BY: EL_ FOR: WESTERN REGION #
•�•.�• af•>f •�• •� •�• ��-# •3f �t• � ��• # :t• x• •�• # -x• # �t• # �• # �• �Ya ��• �� :f• 3ti ;a a� it• # # •�• �• �� .f• :f # •�• # # # •� �• # •�• # •x••�• # # �• # # # •�• # -�• # �• # # # �• # •�• # •x• � � # �• �• �• #
S�e� 3 •
##### MAIN BU I LD I N�� S I IaE: EIUDI�IAI_L. DEAC:I NG FRAME RAFTED DESIGN ## ##
1 E RING FRAME RAFTER DESIGN SUMMARY
BASIC: BUILDING CODE CRITEiRIA PER 190S L.I•i-C
WIND APPLICATION USING SECONDARY FRAMING CRITERIA PER 1988 ULC:
END BAY SIZE (FEET).............. .................................... 27.00o
END FRAME INSET DIMENSION (FEET) .................................... 1.000
PEAK ELEVATION (FEET) ............................................... 13.500
SUPERIMPOSED DEAD LOAD Ti i RAFTER (PSF) .............................. 1.889
COLLATERAL LOAD (PSF) ............,...................................... 1.000
ROOF LIVE LOAD ENTERED (PSF) W/ TRIBUTARY AREA CHECK REQUESTED ...... 12.000
ROOF LIVE L LAD TO RAFTER USED (PSF).................................. 16.000
DESIGN WIND LOAD FOR RAFTER DESIGN (MPH) ............................ 80.000
EDGE STRIP Z DISTANCE AT RAKE (FEET') ................................ 5.400
FULLY ENCLOSED BUILDING 9 NORMAL_ BUILDING CATEGORY 9 EXPOSURE C:
REPRESENTATIVE WIND LOADING TO ENDWALL RAFTER USING A 200 Sly . FT . LOADED AREA
INDIVIDUAL MEI}' BER LOADS MAY VARY ACCORDING TO ACTUAL TRIBUTARY LOADED AREAS
SUCTION ROOF SIDE_ I
......... . C= -1-10 CQ= -22.440 PSF
SUCTION ROOF SIDE ].
]: IW EDGE'-,
-,TriIP....... C= -2-00 CO -40.800 PSF
SUCTION ROOF :_SIDE ._
....................... C= —1..10 CO= —22.440 PSF
SUCTION ROOF SIDE: 2
IN EDGE STRIP....... C:= Uig CO= —40.800 PSF
LOAD COMBINATIONS u
1) D + C: + PLF 2) D + W- = 377 PZ F.
WHERE e
I:) = DEAD LOAD
C:: = COLLATERAL LOAD
L_. = MAXIMUM OF LIVE LOAD OR SNOW LOAD
W- == WIND LOAD AS AN OUTWARD ACTING SUCTION
SPAN MF_!'fl
MEMBER LOAD CRITICAL CRITICAL
CHECK.
SPAN LENGTH DEFT
RAFTER DESIGNATION LENGTH COMB CHECK DISTANCE
RATIO
1 16.850' 1
W6`,•(9 42KS I 16.850' 2 BENDING 8.425'
.:_�62
—
NO SPLICE:
2 16.850' 2
W6X9 n:E 'F' E I 16.850'- ' Z BENDING 8.4Z5'
. 62
EAVE HEIGHT (FEET)
SIDE :I....... ................. .
12.000
ROOF SLOPE (RISE.. 12)
`_?,IDE: 1_..........................................
1.000
HORIZONTAL DISTANCE TANC:E
T O PEAK (FEET) SIDE 1 ...........................
18.000
PURI_ l• N DISTANCES i Nl__i
PE: FROM M EA.VE (FEET) W! FLANGE BRACE LOCATIONS
1— .000 i ._—
3.512 _. 7.024 4— 12.042 F— 17.059
EAVE HEIGHT (FEET)
SIDE: 2............................ ....................
12.000
ROOF= SLOPE (R .l' SE 2 :L':)
SIDE: 2 ..........................., ....... „ ............
1.000
HORIZONTAL DIST•ANC:E
TO PEAK (FEET) SIDE 2........ ....................
18.000
PURI_IN DISTANCES ON
SLOPE Fr11-1M I_::AVE (FEET) W/ FLANGE BRACE LOCATIONS (�)
1- .000 . .__-
3.512 = 7.024 4- 12.042 F•- 17.059
###• :4##�{• ###•#?k#•#. �..i;.•�%• �!•-.:Ear.i.4•=j.•�E•#•�'(•=,s••i(••:(••it• :�•�+Fra.#•:a...'��•.P.#•#..}F##•iE••?f•#3(- Y•#�i•#########•�•###,i•#ii•#######iE•#•�•###
# CDS VERSION VIZ ON 07/: 1/92 AT 15e:=:;__e: 6 PAGE D2. #
# JOB; 22203 BY: EI— FOR: WESTERN REGION #
yi.'F•#•3i•iE•#•3h•:(••'ri••iF#• i:• :(••?F•#•#i(•#•#•3i• :(•�`F-)S•=(•#•:(•#•#-,`S•#•?(•##•�i•#•####'•?F###•3f•##•�(•�F##########•3(•###################
!ME
MAIISI BUILDINY IDE ENDWALL COLUMN DESIGNSTANDARI) BEARING F' SE:NDWALL COLUMN DESIGN SUMMARY
BASIC BUILDING CODE CRITERIA t-'EIR 1.988 UBC
WIND APPLICATION USING SECONDARY FRAMING CRITERIA PER 1988 UBC:
END BAY SIZE-_ (FEET) ..... ,...... .............................
27.000
END FRAME INSET SE:=T DIMENSION (FEET) .......... ,........................... 1.000
SUPERIMPOSED DEAD LOAD TO RAFTER (PPF) ......... ..................... 1.889
COLLATERAL LOAD (PSF) ,...... ,............. . ............................ 1.000
ROOF LIVE: LOAD ENTERED (PPF) W/ TRIBUTARY AREA CHECK REQUESTED...... 12.000
ROOF LIVE=. LOAD TO RAFTER USED (PPF) ............... .................... 16.000
ENDWALL. GIRT TYPE: CiP_I..:I:I_IN................................. ,.....................FLUSH
DESIGN WIND LO AD T� i COLUMNS (MPH) ............... ,..................... 80.000
EDGE DISTANCE "Z AT CORNERS (FEET) .... ,. ,.............................. 5.400
FULLY ENCLOSED D BU :I: LD I N& NORMAL BUILDING C:ATEGOR'Y 9 EXPOSURE C:
REPRESENTATIVE WIND LOADING TO E_NDWALL_ COLUMNS USING A 250 SQ . FT . LOADED AREA
INDIVIDUAL MEMBE=R LOADS MAY VARY ACCORDING TO i ACTUAL TRIBUTARY LOADED AREAS
PRESSURE ............. ,.... ,...., . ,.., .... ... C:= 1.20 Cali= 24.480 J PSF
SUCTION .................. ,..... ,.............. C:= —1.10 Cali=22.441 �
PSF
SUCTION AT COLUMNS IN EDGE REGION ........ C= 00 CGS= —40.800 PSF
LOAD COMBINATIONS e 1) D + C + L_ 2) D + C + W+
5) D + W•-- 6) D + C + E+
7) D + C: + E—
WHERE 3 D == DEAD LOAD
L = MAXIMUM OF LIVE LOAD OR SNOW LOAD
C = COLLATERAL LOAD
W•i = WIND LOAD AS AN INWARD ACTTING PRESSURE
W— == WIND L LAD AS AN OUTWARD ACTING SUCTION
E:+ = EARTHQUAKE FORCE ACTING INWARD
E••- := EARTHQUAKE FORCE ACTING OUTWARD
COL NOMINAL
NUM SPACING REQUIRED ENDWALL_ COLUMN AND BASE DESIGN
1 ROLLED I SECTION 42 KSI X 11.348' DEE;IGN LENGTH
Imo'
X 6" X 0.375" EASE PLATE
(_) 0.7E'" DIAMETER ANCHOR BOLTS
.105 +Mx CHECI'':. RATIO IN COMBINATION 1 AT 11.348' FROM LASE
18.000,
RLLED I SE ":TION 42 KSI X 12.789' DESIGN LENGTH
4
(. =') 0.75" DIAMETER ANCHOR BOLTS
.795 A -i -Mx CHECK RATIO IN COMBINATION 3 AT 7.308' FROM BASE
#•i�if••i�•#:�i•ii••ki#•?r•?s••i�••if••rr•i4•?cil••?�#•ir#•s4•#•if•i�•ic#•ic-c•icd�••ici�••ii##?F•rf#•li•r'f••rE•####•kt•if###•�•###•J�######################
# CDS VERSION V12 ON 07/31/92 AT 15:3223c. PAGE
* JOB: 2:..20:-..: BY: EL... FII r
_ F� .. WE::�TERN REGION #
iE•i'rif•?:•#iEi$••?ci?•?i•i:,••?•iQ•?••:z••t..•t4•.;:.h•.?pis.;;•,�..�..kc.Hr'1•in�.zCii•„ikiis••i�#•ic#•?:•###i'r#•#•#•::###i:•#######•�•###########•1i•###•k'-##
SiOE 4-
MAIN N is U I L D I NGQ I D{= ENDWALL COLUMN DESIGN
(CONTINUED)
COL NOM
NUMMI SPACING REOU I RE D ENDWALI_" COLUMN AND BASE DESIGN
--------------------------------------------
18.000,
ROLLED I SECTION 11=)N •1•2 k: S I X 11.348' DESIGN LENGTH
W .i
8"X 6"X 0.375" LASE PLATE
(,_) 0.75" DIAMETER ANCHOR BOLTS
.311 A•i-IYMm CHECK RATIO IN COMBINATION I AT 11.348' FRI M BASE
LN3 .Iof Afy
COL. COLUMN BRACE ELEVATIONS
NUM INNER FLANGE BRACES REi ?U I RE::D AT LOCATIONS WITH ASTERISK
1 3.000 7.333 FEET
3.000 7.__= FEET
3.000 7.=_= FEET
COL
COLUMN
BASE REACTIONS BY
LOAD
GROUP
NUM
D
L.
C
W+
W-
E+
E-
1.
.444
2.151
.134 4
-5.50
- . 7-87
-. 7 f`
..007
.047
.c';c'i=
-.c;i.._"
-.087
.000.c7"
) H);
.000
.000
.000 00
•- 3.043*
3.043
-1.771
.771 HY
2
.712
3.761
.2 _ 5
-8.616
-8.611
. r- a.
-.612 V
.031
.197
.012
-3.184
.. Cii ic_i
.000 H::
000
.000 0
. c'?00
-2.442
2.442
- .: _
.918 HY
:.
1.160
4.391
.:_ 7=6
-9.423
-. .423
-.910
913 V
__•
-1...442
1.966
.918
. 000
. I„100
. � ;c ic'?-1....59
1.159
-.256
. ,�5r-'. Y
V=VER'T
IC:AL._
I -i;;= it li;:IZ
ih,l.1..A!.._ MAJOR
AXIS
HY=HORI'ZONTAL
MINOR AXIS IN KIPS
CUSTOMER n1 V S uu E t �✓ 1' r1 1 V
JOB NO. `� 2 0 n
TITLE A" N T o
DESIGNED BY T- X G
DATE K- a/ 19 J Z
CHECKED
BYJJ''
PAGEOF
DSL 27%x. 9L 'r !i-: 12.10 F1-. K V 2,-74 k
IN PL - F 'll. lt, l F�,
V F1gn4C
EN 1D CoNNT�C.TPo NS ?1 uj
b� C°z.unNs DES' U-Nv LP -N 6-T14 5,6L'
r
"I
FRAME SPANS (LEFT TO R I GHT s IN FEET)
1
36.00000
SHEET TO STEEL LINE ACTUAL ACTUAL
COLUMN RAFTER GIRT DEPTH FURLIN DEPTH
(IN.) (IN.) (IN.) (IN.)
LEFT 8.5000 8.5000 8.5000 8.5000
RIGHT =.5i 00 _ . 5000 'D. 5000 'S. 5000
-------------------------------------------------------------------------------
THIS FRAME WAS DESIGNED ACCORDING TO THE: APPLICABLE SECTIONS & PORTIONS OF THE
1979 A I SC: ALLOWABLE STRESS DESIGN (ASD) SPECIFICATIONS.
-------------------------------------------------------------------------------
BU I L..D I NG CODE USED BUILDING END USE CATEGORY
----------------
1` 8 UBC: I- NORMAL BUILDING 9 300 PEOPLE OR LESSi'
NON-ESSENTIAL FACILITY a NOT A LOW HAZARD BLDG.
ENT'E.RED ROOF
DEAD LOAD
(PSF)
1.8900
DEAD WEIGHT
FOR RAFTER
(PSF)
.4900
TOTAL DEAD ENTERED ROOF
LOAD COLLATERAL
(PSF) LOAD (PSF)
2.3800 1 .0000
ROOF LIVE LOAD MINIMUM ROOF
TRIBUTARY LOADED TRIBUTARY AREA
AREA C:HEC K REQUESTED (SO. FT.)
YES 1170.00
BASIC GROUND
..O ROOF SNOW
FACTOR
.7i00
GROUND SNOW
LOAD (PSF)
.0000
BUILDING
EXPOSURE
FACTOR
1.0000
GROUND SNOW
IMPORTANCE
FACTOR
iR
1.0000
BUILDING
THERMAL
FACTOR
1.060c)
ic_)
.ADJUSTED
GROUND SNOW
LOAD (PSF)
. 0000
MINIMUM ROOF
LIVE LOAD
(PSF)
12.0000
SL IPPERY 7
UNOBSTRUCTED
ROOF (YES 9 NCS)
YES
ROOF -GROUND
SNOW LOAD
FACTOR
.7000
ENTERED ROOF
LIVE LOAD
(PSF)
12.0000
ROOF LIVE
LOAD USED
(PSF)
12.0000
RAIN L=EAD
(PSF)
.000o
UNIFORM ROOF
SNOW LOAD
LOFT ROOF LEFT ROOF Hi �R I . RIGHT ROOF RIGHT ROOF HC iR I .
SNOW COAD DIMENSION SNOW LOAD DIMENSION
(PSF) (FEET) (PSF) (FEET)
.0000 18.0000 .0000 18.0000
(PSF)
.0000
FRAME
DESIGN PROGRAM
08/04/92
START TIME' 15HR 15M I N
1 _:SEC:
PAGE 1
FRAME
NO. i . 1 9
BLDG. NO.
19 JOB 22203
9
FRAME USED AT
THE FOLLOWING 1
BLI:)G.
LINE 2
(FR*I.J2220 )
FRAME
SAVE
ROOF ROOF LAY
ROOF DAY
SIDEWALL
SIDEWALL
WIDTH
HEIGHT
SLOPE
SPACING
LOAD DAY
SPACING
LOAD
(FEET)
(FEET)
(IN/FT)
(FEET)
FACTOR
(FEET)
FACTOR
LEFT
18.0000
12.0000 Gi_ 00
1.i 0c: 00
26.0000
1 .2500
26.0000
1 .2500
RIGHT
18.0000
12.0000
1 .00000
26.0000
1 .: 500
26.0000
1.0000
TOTAL
36.0000
FRAME SPANS (LEFT TO R I GHT s IN FEET)
1
36.00000
SHEET TO STEEL LINE ACTUAL ACTUAL
COLUMN RAFTER GIRT DEPTH FURLIN DEPTH
(IN.) (IN.) (IN.) (IN.)
LEFT 8.5000 8.5000 8.5000 8.5000
RIGHT =.5i 00 _ . 5000 'D. 5000 'S. 5000
-------------------------------------------------------------------------------
THIS FRAME WAS DESIGNED ACCORDING TO THE: APPLICABLE SECTIONS & PORTIONS OF THE
1979 A I SC: ALLOWABLE STRESS DESIGN (ASD) SPECIFICATIONS.
-------------------------------------------------------------------------------
BU I L..D I NG CODE USED BUILDING END USE CATEGORY
----------------
1` 8 UBC: I- NORMAL BUILDING 9 300 PEOPLE OR LESSi'
NON-ESSENTIAL FACILITY a NOT A LOW HAZARD BLDG.
ENT'E.RED ROOF
DEAD LOAD
(PSF)
1.8900
DEAD WEIGHT
FOR RAFTER
(PSF)
.4900
TOTAL DEAD ENTERED ROOF
LOAD COLLATERAL
(PSF) LOAD (PSF)
2.3800 1 .0000
ROOF LIVE LOAD MINIMUM ROOF
TRIBUTARY LOADED TRIBUTARY AREA
AREA C:HEC K REQUESTED (SO. FT.)
YES 1170.00
BASIC GROUND
..O ROOF SNOW
FACTOR
.7i00
GROUND SNOW
LOAD (PSF)
.0000
BUILDING
EXPOSURE
FACTOR
1.0000
GROUND SNOW
IMPORTANCE
FACTOR
iR
1.0000
BUILDING
THERMAL
FACTOR
1.060c)
ic_)
.ADJUSTED
GROUND SNOW
LOAD (PSF)
. 0000
MINIMUM ROOF
LIVE LOAD
(PSF)
12.0000
SL IPPERY 7
UNOBSTRUCTED
ROOF (YES 9 NCS)
YES
ROOF -GROUND
SNOW LOAD
FACTOR
.7000
ENTERED ROOF
LIVE LOAD
(PSF)
12.0000
ROOF LIVE
LOAD USED
(PSF)
12.0000
RAIN L=EAD
(PSF)
.000o
UNIFORM ROOF
SNOW LOAD
LOFT ROOF LEFT ROOF Hi �R I . RIGHT ROOF RIGHT ROOF HC iR I .
SNOW COAD DIMENSION SNOW LOAD DIMENSION
(PSF) (FEET) (PSF) (FEET)
.0000 18.0000 .0000 18.0000
(PSF)
.0000
FRAME DUSIGN PROGRAM 08/04192 START TIME 15HR 15MIN 1 =,SEC PAGE
FRAME NO. 17 BLDG. NO. . 1 9 JOB 'Z2203 9 FRAME USED AT THE FOLLOWING 1
BLDG. LINE 2 (FR*I.J22203)
BUILDING LOCATION BUILDING
WIND APPLICATION CODE USED (INLAND OR COASTAL) WIND EXPOSURE CATEGORY
19susc: NOT APPLICABLE C — OPEN TERRAIN
#'f *** BUILDING WIND ELEVATIONS (IN FEET) *#*#*
TOTAL BUILDING
TOTAL BUILDING LT.
COLUMN
RT. COLUMN ROOF
HIGH ROOF MEAN
WIDTH (FEET)
LENGTH (FEET)
BASE
BASE
POINT POINT
56.0000 +
54.0000
.0000
.00 0 13.5000
12.1845
E=NTERED WIND
WIND STAGNATION
IMPORTANCE
ADJUSTED
NO. OF
VFUOCI TY (MPH)
PRESSURE QS (PSF)
FACTOR
FOR +;+S QS (PSF)
WIND ZONES
50.0000
17.0000
1.0000
I(j(_ 0 17.i )000
1
WIND ADJ U3TED
COMBINED HEI GHT 9
WIND ZONE
WIND ZONE
WIND ZONE
_ONE PRESSURE
EXPOSURE AND
PRESSURE
LOWER ELEVATION
UPPER ELEVATION
NO. •+I+S (PSF)
GUST FACTOR CE
(PSF)
(FEET)
(FEET)
1 17.000000
1.2000
2+j„4c jtj000
.0000
13.5000
NOTC— THE ABOVE WIND ZONES AND PRESSURES ARE ONLY FOR THE WINDWARD WALLS 9
WHICH IS THE LEFT WALT_ FOR 'WIND FROM LEFT' TYPE � �F WIND COEFFICIENTS
AND IT IS THE•.. RIGHT WALL FOR 'WIND FROM RIGHT' TYI 'E OF WIND COEFFICIENTS.
A WIND PRESSURE (+:+H TIMES GH) OF 20.4000 PSF WAS APPLIED Ti i ALL SURFACES
T F IAT ARE NOT WINDWARD WALL SURFACES— A WIND PRESSURE (@H) OF 20.4000
PPF WAS APPLIED Ti i ALL SURFACES WHEN THE WIND COEFFICIENT TYPE WAS
'POSITIVE INTERNAL PRESSURE' OR 'NEGATIVE INTERNAL PRESSURE'.
WIND COCFFICIENTS
— (THE POSITIVE DIREC:TION9 FOR
A WIND COEFFIC:IENT9
IS
#a: a+ ac tea+ a� a+ aEaa of
INWARD
TOWARDS THE OUTER SURFACE OF THE BUILDING.)
-------------------------------------------------------------------------------
WIND ARRAY NO. 1
— 1988 UBC
•9
WIND FROM
LEFT
LEFT WALL
50.00 %
OF WIDTH
50.00 %
OF WIDTH
RIGHT WALL
HORIZ.
HORIZ.
VERT.
VERT.
HORIZ.
HORIZ.
COEFFICIENTS =
.800
— . 701 �
—.700
— . 70i +
—.700
—.500
WIND ARRAY NO. . 2
— 1988 UBC:
9
LONGITUDINAL WIND
;a �Eai 'F F>Fii'kal )'r it AF ah>P3Z
LEFT MALL
50.00 %
OF WIDTH
50.00
OF WIDTH
RIGHT WALL
HORIZ.
HORIZ.
VERT.
VERT.
HORIZ.
HORIZ.
COEFFICIENTS =
—.700
—.70 +
—.700
—.700.
—.700
— . 70c i
WIND ARRAY NO. . _
— 1988 UBC
9
WIND FROM
RIGHT
LEFT” WALL
50.00 %
i iF WIDTH
50.00 e
OF WIDTH
RIGHT WALL
HORIZ.
HORIZ.
VERT.
VERT.
HORIZ.
HORIZ.
COEFFICIENTS =
—.500
—.700
—.700
—.700
—.700
. i' 00
FRAME D`SIGN PROGRAM 08/04/92 START TIME 1 5HR 15MIN 18S EC PAGE ..
FRAME NC ► . 1 i BLDG. NO. 19 JOB 2220S FRAME USED AT THE FOLLOWING 1
BLDG. LINE 2 (FR*I.J'Z2203)
****** RIGHT SIDE LEAN-TO DATA * ***•;: *
BELOW LEAN-TO HEIGHT LEAN -Ti ► ROOF LEAN -Ti i LEAN-TO
CAVE: HORIZON. AT THE ROOF SLOPE PURLIN SAVE
LEAN-TO WIDTH WALL SLOPE ANGLE DEPTH HEIGHT
(FEET) (FEET) (IN/FT) (DEG.) (IN.) (FEET)
1\10 20.0000 12.0000 1.00000 4.7/_',.-64 8.5000 10.3333
4EAN--Ti i COL. OUTER I-_EAN— TO RAFTER LEAN—TO RAFTER RAFTER END
COLUMN FLANGE TO RAFTER OUTER PERPENDICULAR CONNECTION
TOTAL SHEET—LINE HORIZON. FLANGE WEB HEIGHT PLATE
:DEPTH DIMENSION LENGTH THICK. AT THE BOSS THICKNESS
(IN.) (IN.) (FEET) (IN.) (IN.) (IN.)
5.9000 8.500 ► 18.8000 .1875 8.0000 .'L750
LEAN --TO i S I DEWALL S I DEWALL_ DEAD MIN. COL. OUTER MIN. COL. . i ►UTER
SIDEWALL BAY LOAD WEIGHT LOAD FLANGE WIDTH FLANGE THICK:.
BAY SIZE FACTOR FOR SEISMIC AT THE .E -,i ►SS AT THE BOSS
(FEET) (PSF) (IN.) (IN.)
.000o 1 . 0000 .00 ii ► 5.0000 . 1875
LEAN --TO ROOF TOTAL LEAN-TO ROOF UNIFORM RIGHT
ROOF BAY LOAD RAFTER COLLATERAL LIVE SNOW ROOF
BAY SIZE FACTOR DEAD LOAD LOAD LOA6 LOAD SNOW LOAD
(FELT) (PSF) (PSF) (PSF) (PSF) (PSF)
14.0000 1.0000 2.=,400 1.0000 16 . i �i ►i 0 .0000 ai 0 .00i 0
NO. OF LEAN—TO WIND ELEVATIONS (IN FEET)-
SETS
EET) SETS i i!'- LEAN—TO LEAN—TO LEAN—Ti � LEAN—TO
LEAN-% WIND COLUMN ROOF AT ROOF AT ROOF
COEFFICIENTS BASE THE EAVE THE WALL AVERAGE
.0000 10.i3.33 12.0000 11.1667
COEFF . SET Ni ► CODE . i — WIND TYPE CDE = WA 1
*►;*� ►;# �c� # *►�*# LEAN --TO 100.00 ,. OF WIDTH .00 % OF WIDTH
WALL HOR I' . HOR I Z . VERT. VERT.' HOR I Z .
Cl C2 C3 C4 C5
COEF=FICIENTS = —.500 —.7; 0 —.700 .000 .000
-------------------------------------------------------------------------------
Ci MIFF . SET NO. . 2 — WIND TYPE CODE = WA'Z
� ►: * ** *** :�* LEAN-TO ;LOO.00 % OF WIDTH . 00 % OF WIDTH
WALL HOR I? . HOR I Z . VERT. VERT. Hi ►R I .
Cl C2 C3 C:4 C5
COEFFICIENTS = —.700 —.700 —.700 .000 .000
---—---------------------------------------------------------------------------
Ci EFF . SET NO. _ —*WIND TYPE CODE. = WA
;¢ ti 'E ► * * * *• *# LEAN—TO 100.00 % OF -WIDTH .00.% OF WIDTH
WALT_ HOR I Z . HOR I :. VERT. VERT. Hi �R I Z .
Cl C2 C3 C4 C5
COEFFICIENTS = 00 -.700 -.700 .000 00 ;c_ 0 ►
-------------------------------------------------------------------------------
CONCENTRATED LOAD NO. 6 THS tU NO. 11 WERE GENERATED FOR RIGHT LEAN—TO LOADINGS.
FRAME DESIGN PROGRAM 08/04/92 START TIME 1 5HR 15M I N 18SEC PAGE 4
FRAME NO. 1 9 BLDG. NO. i . t v JOB 2220 , FRAME USED AT THE FOLLOWING 1
BLDG. LINE 2 (FR*I.J22203)
-------------------------------------------------------------------------------
* ** CONCE N rRATED LOADS **** (X IS FROM SHEET LINE OR INTERIOR CiLUMN LINE)
- ROOF DEAD
LOAD CONC . LOAD
RL
- ROOF iF LIVE
LOAD CONC. LOAD
CL
- COLLATERAL
LONGI-
LW
- LONGITUDINAL
HiRI?.
VERT.
- WIND ARRAY
TRANSVERSE
WA2
LOAD
NO. ` CONC. LOAD
TUDINAL
LOAD
LOAD
X
Y
VERTICAL
HORIZON.
MOMENT
LOCATION
SPAN
HORIZON.
TYPE
NO.
(FT.)
(FT.)
(KIPS)
(KIPS)
(E.: -FT)
CGDE
NO.
(KIPS)
CODE*
1
1.21
.01
-1.350
.000
-.S94
LC:
1
3.040
LW
2
1.21
.01
-Z.000
.000
-1.000
RC:
1
2.310
LW
_;
t.21
.01
-.430
.000
-.125
LC
1
1.020
LEG,
4
1.21
.01
-.330
, 000
-.165
LC:
1
.360
LEO
5
.71
10.89
.000
.rte, 0
.CGU
RL
1
.000
EO
6
1.21
10.94
. . =,7 4
.000
.452
RC:
1
.000
DL
7
1..21
10.94
.132
.000
.160
RC:
1
.000
CL
8
1.21
10.94
2.106
.000 X00
2.547
RC:
1
.000
RL
9
1.21
10.94
-1.879
.333
-Z.272
RC
1
.000
WA 1
10
1.12-1
10.94
-1.. 879
.333 3
-2.272
RC:
1
.000 X00
WA2
11
---_.---------------------------------------------
1.21
10.94
-1.879
.333
-2.272
RC:
1
.000
WA:
LOCATICN
LOCATION
CODES FOR
CONCENTRATED LOADS
------------------------------
----------------------------
LC -
LOAD IS
LOCATED
ON THE
LEFT COLUMN
OF THE
SPAN N� �.
PRINTED
RC
- LOAD IS
LOCATED
ON THE
RIGHT COLUMN
OF THE
SPAN NO. .
PRINTED
RL.
- RAFTER
LOAD IS
LOCATED
FROM THE LEFT
SIDE
OF THE SPAN
NO.
PRINTED
RR
-------------------------------------------------------------------------------
- RAFTER
LOAD IS
LOCATED
FROM THE RIGHT
SIDE
i iF THE SPAN
NO.
PRINTED
TYPE DESCRIPTION OF THE
CODE CONCENTRATED LOAD TYPE CODES
DL
- ROOF DEAD
LOAD CONC . LOAD
RL
- ROOF iF LIVE
LOAD CONC. LOAD
CL
- COLLATERAL
LOAD CONC. LOAD
LW
- LONGITUDINAL
WIND Ci INC . LOAD
WA1
- WIND ARRAY
NO. 1 Ci INC. LOAD
WA2
- WIND ARRAY
NO. ` CONC. LOAD
WA =:
-• WIND ARRAY
NO. . =, Ci INC:. LOAD
(-EG,i
-• LONGITUDINAL
EARTHQUAKE LOAD
EQ
- EARTHOUAKE
OR SEISMIC CONC. LOAD
FRAME -DESIGN PROGRAM
08/04/92 START TIME
15HR 15M I N 1 SSEC: PAGE
5
FRAME NO. 19 BLDG,
NO.
17 JOB
2220::
g FRAME USED
AT THE
FOLLOWING
i
BLDG. LINE 2 (FR*I.J22203)
LOAD COMBINATION
1
2
=
4
5
6
7
O
PROBAC,ILITY FACTOR
1.000
1.000
1.000
1.000
1.000
i.000
1.000
1.000
1/3 INCR. IN ALLOW.
NO
YES
YES
YES
YES
YES
YES
YES
FRAME DEAD WGHT .
1.000
1.i 00
1.000
1.000
1 .000
1.000 i
1.i cj0
1.000
ROOF DEAD LOAD
7...000
1.000
1.000
1.000
1.000
1.000
1.000
1 .000
ROOF 1; : LIVE LOAD
1.000
. i 00
.000
,opo
.000
.000
.000
.000
COLLATERAL LOAD
1.000
.000 00
1 .000
.000
.000
1.000
1.000
.000
UNIFORM SNOW LD.
.000
.000 X00
. c i00
.000
.000
.000
.000 X00
. fj00
LT. ROOF SNOW LD
.000
.000
.000 i00
.000
.000
.000
.000 X00
.00 i
RT. ROOF SNOW LD
.000
.c 00
.000
.000
.000 X00
.000
.000
.000
EARTHQUAKE LOAD
:000
.000
.000 i00
1 .000
-1.000
1.000
-1.000
.000
WIND ARRAY NO. . '1
.000
.000
.00 i
.000
.000
.000
.000
0
1.000
WIND ARRAY NO. . 2
.000
. 000
.000
.000
.000
.000
.000
.000
WIND ARRAY NO. . :_
.000
.000
.000 i00
.000
.000
.000
.000
.000
CONCENTRATED
LOAD NO. . 1 LW
.000
.000
.000 )00
e cj00
.000
.000 00
.000
.000
LOAD NO. 2 LW
.000
. c j00
.000
.000 j00
. i 00
.000
.000
.000
LOAD NO. 3 LEO
.000 i0c i
1.c 00
1.000
.000
.000 X00
„ 000
.000
.000
LOAF.) NO. i . 4 LEO
. o00
1 . i oo
1.000
.i00
.000
.000
.000
.00o
j00
LOAD N� i . 5 ESI►
.000
.000 00
.000
1.000
-1.000
1.000
-1.000
.000
LOAD NO. 6 DL
1.000
-1.i 00
1.000
1.000
1.000
1.000
1.i l00
1.000
LOAFS NO. 7 CL
1.000
.000
1.000
.000
.000
1.000
1.000
.000
LOAD NO. � . 8 RL
1.000
.000 i0c i
. 00
.000
. i X00
.000
.000
.000
LOAD NO. >> WA 1
.000 100
. c j00
.000
.000
.000
.000
.000
1.000
LOAD NO. i . 10 WA2
.000
.000 i00
.c 00
.000
.000
.000 00
. 000
.000
LOAD NO. 11 WA a
.000 X00
.000
.000
. 000
.000
.000
.000 00
.000
** *** LEFT SIDE PLATE SIZES AND WEL., DIMENSIONS ******
INNER
FLG . OUTER F LG .
WEB
WEB PL.
STARTING
ENDING
FRAME DESIGN -PROGRAM
08/04/92 START
TIME
15HR 15M I N 1: SEC: PAGE 6
FRAME NO. 19 BLDG. NO.
1 9 ' J i �B
2220
9 FRAME USED AT THE FOLLOWING 1
BLDG. L...INE 2
(FRTI.JZZ203)
(IN.)
(FT.)
(IN.)
LOAD COMBINATION
(DEG.)
10
i i
12
1:1
PRO AB I I_ I TY FACTOR iR 1.000
1.000
1.i00
1.000
1.0 ►0
1/3 INCR. I N ALLOW. . YES
YES
YES
YES
YES
FRAME DEAD WGHT .
1.000
1.000
1.f_I00
1.000
1.000
ROOF DEAD LOAD
1.000
1 .000
1.000
1 .000
1.000
ROOF LIVE LOAD
.000
.000
.000
.000
.000
COLLATERAL LOAD
.000
.000
1.000
1.000
i .00o
UNIFORM SNOW LD.
.000
.000
.000 00
. 000
.000
00
LT. ROOF SNOW LD
.000
.000
.000 _
.000 i00
.000
R f . R►J►..)i' SNOW LD
. c o ►
.000
.000
.000
.00C)
EARTHOUNE LOAD
.000 i0
.000
.000
. i oo
.000
a00
WIN()-) AR ;AY N! i . i
. (.)UO
. c ic: o
I . o0o
.00o 0o
, (ick(.)
WIND ARRAY NO. . 2
1.000
.000
.000
1.000
.000
WIND ARRAY NO. :_
.00o ica('_i
1 . c ?0o
.000
.000
1 .000
CONCENTRATED
LOAI:i NO. 1 LW
1.000
.O(• 0
„ i oo
1.000
.000
LOAD NO. 2 LW
1.000
.(, 0 ?
.000
1.000
.000
LOAD NO. i . 3 LEO
.000 00
. i_►00
.000 )00
.000
.000
LiAINO. 4 LEO
.000
.000
.000 i00
.000
.000
LOAD NO. 5 EO
.000
.000
.000
.000 00
.000
LOAD NO. 6 DL
1.000
1.000
1 .000
1.000
1.00o
LOAD NO. 7 CL
.000
.000 00
1 ; c_ioo
1.000
1.000
LOAD NO. +. 8 RL
.000
.c 00
.000 i00
.(j0 i
.000
LOAD Ni ► . 9 WA 1
.000
.000
1.000
.000
.000
LOAD NO. 10 WA2
1.000
.000
.000
1.000
.c 0o
LOAD NO. 11 WAS
.000
1.000
.000
.000 00
1.00(.)
C► iLUMN WEE
HTS.
RAFTER
WEB HTS.
# PLATE PLATE ,
BASE
KNEE
KNEE
PEAK
YIELD TENSILE
(IN.)
(IN.)
(IN.)
(IN,.)
# STRESS STRESS
LEFT 12.0000
12.0000
12„0000
28.2500
(KSI) (KSI)
RIGHT 12.0000
12.0000
12-0000
28.2500
50.0000 65.0000
** *** LEFT SIDE PLATE SIZES AND WEL., DIMENSIONS ******
INNER
FLG . OUTER F LG .
WEB
WEB PL.
STARTING
ENDING
TAPER
S GM T THICK
WIDTH THICK WIDTH
THICFS::
LENGTH
WEB HT.
WEL-, HT.
ANGLE
(IN.)
(IN.) (IN.) (IN.)
(IN.)
(FT.)
(IN.)
(IN.)
(DEG.)
CS 1 .1875 `•(
5.00 . 1875 X 5„00
.1340 0
11.4316
12.0000-
12.0000
.0000
KNEE
CONNECTION PLATES
RS 1 .1875 X
5.00 .1875 75 X 5.00
.1340
16.4:115
12.0000
28.2500
4.7679
PEAK
CONNECTION PLATES
FAME
D€=:SIGN PROGRAM
08/64/92
START TIME 15HR
15M I N 1 SSEC PAGE 7
FRAME
NO. 1 9 BLDG. NO. 19
JOB 22200
9 FRAME
USED AT THE F!LLOWING 1
BLDG.
L..INE 2 (FR*I.J'Z2203)
RIGHT SIDE PLATE SIZES
AND WEG
DIMENSIONS
INNER FLG. OUTER FLG.
WEE: WEEB, FL.
STARTING ENDING TAPER
SGMT
THICK. WIDTH THICK
WIDTH
THICK. LENGTH
WEE. HT. WEB HT. ANGLE
(IN.) (IN.) (IN.)
(IN.)
(IN.) (FT.)
(IN.) (IN.) (DEGJ
CS 1
.1875 X 5.00 .3750 X
5.00
.1340 11.4316
12.0000 12.0000 .0000
KNEE CONNECTION PLATES
RS 1
.1875 X 5.00 .1875 X
5.00
.1340 16.4315
12.0000 ZS 2600 4.7679
PEAK CONNECTION PLATES
3e TWO .5625 INCH DIA. HOLES
MAY BE
PLACED IN ANY
FLANGE i iF THIS FRAME ##�
# pax
LEFT SID` CHECK RATIOS
MAX. ALLOWED
CHECK RATIO = 1.030
--- INNER FLANGE ---
--- OUTER
FLANGE ---
----- WEB PLATE -----
MAX. CK. COME:
MAX.
CK. COMB
MAX . C.K . COMB
SGM T
RATIO PT. NO. . SIDE
RATIO
PT. NO. . SIDE
RATIO PT. NO. SIDE
Cs 1
t.002 It = LT.
mg
11 8 LT.
.:moi 9 1 = LT.
RS .1
.900 1 8 LT.
.8S7
1 8 LT.
.521 1 1 LT.
# y
RIGHT SID` CHi....CK. RATIOS
MAX. ALLOWED
CHECK RATIO = 1.030
---- INNER FLANGE ---
---- OUTER
FLANGE ---
--•--- WEB PLATE -----
MAX. CK. COMB
MAX.
CK:. COMB
MAX. CK. COMB
SGM f
RATIO PT. NO. . SIDE
RATIO
PT. NO. SIDE
RATIO PT. NO. SIDE
CS 1
.878 11 10 RT.
.551
11 10 RT.
.272 1 10 RT.
RS 1
.: 06 1 10 RT.
.887
1 10 RT.
.554 1 1 RT.,
FRAME DESIGN PROGRAM 08/04/92 START TIME 15HR 15M I N 1 _:EEC PAGE 9
F=RAME NO. � . 1 v BLDG. N� i . 1 l JOB 22203 9 FRAME USED AT THE FOLLOWING 1
BLDG. LINE 2 (FR*I.J2220 )
ANCHOR BOLTS AND BASE PLATE DESIGN FOR THE LEFT SIDE EXTERIOR COLUMN
USE 2 - .750 I N . DIA . _ , . ANCHOR BOLTS ON A GAGE OF 4.000 I N .
THE BASE PLATE SIZE IS 0.0000 IN. WIDE ;( .3750 IN. THICK X 12.3750 IN. LONG
ANCHOR DOLTS , AND BASE PLATE DESIGN FOR THE RIGHT SIDE EXTERIOR COLUMN
U'S,E. 2 - .750 I N . DIA . ANCHOR BOLTS ON A GAGE OF 4.000 I N .
THE BASEPLATE SIZE IS 8.0000 IN. WIDE X .2750 IN. THICK X 12.6250 IN. LONG
FRAME DCS I GN PROGRAM 08/04/92 START TIME 15HR 15M I N 18SEC: PAGE
FRAME NO. 1 9 BLDG. NO. . 1 9 JOB B '2220 =; 9 FRAME USED AT THE FOLLOWING 1
BLDG. LINE Z (FR*I.JZZ203)
LEFT SIDE Hi iR I y . PURL I N SPACINGS (IN FEET )i SPACED FROM THE LEFT SHEET LINE
1 AT 4 2 AT 4.5 1 AT 4
UE".F T SIDE PURLINS ARE LOCATED AT HOR I Z . X = ( FEET FROM OUTSIDE SHEET LINE)
.000 4.000 8.500*. 131 000 17.000H
LEFT SIDE G I RTS ARE LOCATED AT VERTICAL Y = ( FEET FROM LASE OF COLUMN)
3.000 7.333* 12.000
RIGHT SIDE HC R I Z . PURL I N SPACINGS (IN FEET ) 9 SPACED FROM THE RIGHT SHEET LINE
1 AT 4 2 AT 4.5 i AT 4
RIGHT SIDE PURLINS ARE LOCATED AT HORIZ. X = ( FEET FROM OUTSIDE SHEET LINE)
.000 4.000 8.500* 13.000 17.00OH
RIGHT SIDE G I RTS ARE LOCATED AT VERTICAL Y ( FEET FROM LASE i iF COLUMN)
3.000 7.333* 12.000
--------------------- L---- INNER FLANGE BRACES
$ -FL-G. BRACED BY THE G I RTS 9
* -STD. FB
ON 1
SIDE -_9
##
-STD. FB'S
ON 2 SIDES 9
H -HVY. FB
ON 1
SIDE?
HH
-HVY. FB'S
ON 2 SIDES9
F -FB ON 1
SIDE
FAILED9
FF
-FB'S ON 'Z
SIDES FAILED9
U -HAUNCH
BRACE
ON 1 SIDE 9
UU
-HAUNCH BRACE ON * 2 SIDES
FRAME 'DCS I GN PROGRAM 08/04/92 START TIME 15HR 15M I N 1 :SEC: PAGE 10
FRAME NO. i . 1 9 BLDG. NO. l 9 J i B 2:=203 9 FRAME USED AT THE FOLLOWING 1
BLDG. LINE 2 (FR*I.JZZ'Z03)
LEN=T KNEE CONNECTION DESIGN #** CONNECTION PL. DESIGN FY = 50.000 KSI
LOAD-
PR! BA-
1/3'
COLUMN
RAFTER
I NG
COMB. . U I L I TY
INCR.
1= RAMI :
KNEE
FORCES
CONNECTION FORCE
NO.
NO. FACTOR
ALLOW.
SIDE MOMENT
VERT.
Hi iR I Z .
MOMENT
VERT.
H� �R I Z .
(K
-FT)
(K:IPS)
(K:IPS)
(K -FT)
(KIPS)
(KIPS)
1
1 1.00o
NO
LEFT
-21.2
-8-903
-2.033
-18.8
8.120
-2.033
_ 1.000
YES
LEFT"
-0.2
-1.370
-.332
-2.8
1.249
-.332
3
2 1 v 000
YES
LEFT
-4.6
-1.950
-.465
-4. 1
1.778
-.465
4
4 1.000
NO
LEFT
.._
-1.159
.016
.5
1.038
5
6 1.000
NO
LEFT
-6.8 8
-1.59
-.648
-6.4
1.477
.0:32
f
6 1.000
NO
LEFT
-t-2
-1 .740
-.118
-.7
1.568
-.7'- � _
7
7 1.000
N� i
LEFT
-5.1
-2.179
-.781
-7.6
2.006
-.101
1 .000
YES
LEFT
43.0
.r . 7'Z 1
1.550
42.5
-0.116
.777
9
9 1.000
YES
LEFT"
15.6
6.799 9
:3. 87:=
14.6
-6.19?
4.664
10
10 1.000
YES
LEFT"
-7.0
5.395
1 .054
-8.7
-4.790
1.635
11
11 1 . c= q0
YES
LEFT
43.6
8.141
1.416
41.2
-7.586
.643
12
1:_' .1.000
YES
LEFT
14.2
6.218
:3.740
13.4
-5.664
4.530
13
13 1.000
YES
LEFT
-5.4
4.815
.920
-9.9
-4.260
1.50r2
USE A
5.0001 i I N .
WIDE
X .1875
I N .
THICK CAP
PLATE.
USE.
2.2500 IN. BY
.3125
IN.
DIAGONAL
STIFFENER
EACH
SIDE OF THE KNEE WEE.
USE
6.0000 I N . WIDE BY
.5000
I N .
THICK: COLUMN
CONNECTION
PLATE
USE
6.0000 0i )t_ 0 I N . WIDE BY
.5000
I N .
THICK RAFTER
CONNECTION PLATE
WITH
Z SETS .OF
.7500
I N . DIA.
A325
BOLTS AT
THE TOP
AND
Z SETS OF
.7500
I N . DIA.
A325
BOLTS AT
THE BOTTOM
AND
0 SETS i �F
.7500
I N . DIA.
A325
SPACER BOLTS
(BETWEEN TOP
& BOTTOM
SETS)
THE REQUIRED BOLT LENGTH IS 2.2500 I N . 9 WITH 1 FLAT WASHER (S) PER BOLT.
.
LEFT KNEE CONN. BOLT SPACINGS (IN.) AND THE N! � . OF BOLTS IN EACH SET OF BOLTS -
NO. BOLTS 2 2 2 2 0
SPACING 1.250 _ . i �00 8.126 3.500 1.:75
SPACINGS NGS ARE FROM THE OUTER EDIT") TO THE INNER END 9 OF THE RAF. CONNECTION PLATE.
THE GAGS_ BETWEEN BOLTS (IN A GET OF BOLTS) IS 3.0000 IN..
THE. LAS f SPACE ON THE COLUMN CONNECTION PLATE IS .500 0 I N . LONGER.
RAF f ER CONN. PL . LENGTH = 17.25054 I N . COLUMN CONN. PL. LENGTH = 17.75054 I N .
FRAME DESIGN PROGRAM 08/04/92 START TIME 15HR 15MIN 18SEC PAGE 11
FRAME NO. 19 BLDG. N� � . 19 JOB 22203 FRAME USED AT THE FOLLOWING 1
BLDG. LINE Z (FR*I.J'Z"!'ZO3)
#
RIGHT KNEE CONNECTION DESIGN * * CONNECTION PL. DESIGN FY = 50.000 KSI
LOAD-
PROBA-
1/3
COLUMN
RAFTER
I NG
COMB. B
I L I TY
INCR.
FRAME
KNEE
FORCES
CONNECTION
FORCES
NO.
NO. FACTOR
ALLOW. .
SIDE
MOMENT
VERT.
Hi iR I? .
MOMENT
VERT.
HOR I Z .
(K -FT)
(KIPS)
(KIPS)
(K -FT)
(KIPS)
(KIPS)
1
1
1 .0oo
NO
RIGHT
-21.2
-11.703
-2.033
-21.9
8.308
-2.033
2
._
1.000
YES
RIGHT
-3.5
-1.788
-.332
- 1.5
1.293
-.332
3
=
1.000,
YES
RIGHT
-4.9
-2.510
-.465
-4.9
1.8::2
-.465
4
4
1.000
Ni i
RIGHT
-6.9
-1.999
-.r_;i 4
-7.1
1 .504
-.664
5
5
1.000
Ni i
RIGHT
.3
-1.560
.032
.3
1.065
.032
6
6
1.000
NO
RIGHT
-8.3
-2.721
-.798
-=.5
2.043
-.798
7
7
1.000
NO
RIGHT
-1.1
-2.2=2
-.101
-1.1
1.604
-.101
'3
.3
1.000
YES
RIGHT
-14.8
6.707
-.024
-15.0
-4.59
.777
;>
9
1.000
YES
RIGHT
19.3
8.629
3.686
19.9
-6.512
4.664
10
10
1.000
YES
RIGHT
43.6
10.033
1.909
42.5
-7.922
1.635
11
11
1.000
YES
RIGHT
-16.2
5.985
-.167
-16.4
-4.057
.643
12
12
1.000
-YES
RIGHT
17.9
7.908
3.550
18.5
-5.980
4.530
1:3
13
1.000
YES
RIGHT
41.6
9.311
1.775
41.1
-7.383
1.502
USE A
5.0000 I N .
WIDE
X .1875
I N .
THICK CAP
PLATE.
USE
2.2500
I N . BY
.3125
I N .
DIAGONAL
STIFFENER
EACH
SIDE
OF THE KNEE WEB.
USE
6.0000
I N . WIDE
BY
.5000
I N .
THICK COLUMN
CONNECTION PLATE
USE
6.0000
I N . WIDE
BY
.5000 �0
I N .
THICK RAFTER
CONNECTION
PLATE
WITH
2 SETS
OF
.7500
I N . DIA.
A:325
BOLTS AT
THE TOP
AND
2 SETS
OF
.7500
I N . DIA.
A325
BOLTS AT
THE BOTTOM
AND
0 SETS
OF
.7500
IN. DIA.
A325
SPACER BOLTS
(BETWEEN TCP
_: BOTTOM
SETS)
THE REOUIREU DOLT LENGTH IS 2.2500 IN. 9 WITH 1 FLAT WASHER (S) PER DOLT.
RIGHT KNEE CONN. BOLT SPACINGS (IN.) AND THE NO. i iF BOLTS IN EACH SET OF BOLTS -
NO. BOLTS 2 - 2 2 0
SPACING 1.250 3.000 8.1 _6 3.500 1.375
SPACINGS ARE FROM THE OUTER END TO THE INNER END 9 OF THE RAF. CONNECTION PLATE.
THE. GAGS BETWEEN BOLTS (IN A SET OF BOLTS) S) I S 3.0000 IN..
THE LAST SPACE ON THE COLUMN CONNECTION PLATE IS .500 I N . LONGER.
.
RAFTER CONN. . PL . LENGTH = 17.25054 I N . COLUMN CONN. PL. LENGTH = 17.75054 I N .
FRAME DCS I GN PROGRAM 08/04/92 START TIME 15HR 15M I N 1 `' SEC FACIE 12
FRAME NO. 1 i BLDG. NO, , 1 9 JOB 22203 9 FRAME USED AT THE FOLLOWING 1
BLDG. LINE 2 (FR*I.J22203)
x PEAK RAFTER CONNECTION DESIGN * * AT 18.000 FT . FROM THE LEFT SHEET LINE
THE CONNECTION PLATE DESIGN YIELD S TRESS v FY IS 50.000 KSI.
LOAD-
PROL"•A-
1 /:-3
I NG
COMB.
L"' I L I T'Y
INCREASE
FRAME
CONNECTION
DESIGN
FORCES
NO.
NO. i .
FACTOR
IN ALLOW.
SIDE
MOMENT
SHEAF:
AXIAL
(K -FT)
(f;IPS)
(KIPS)
1
1
1.000
Ni i
LEFT
45.0
.0:33
-2.033
2
, =
1.000
YES
LEFT
6.9
-.00'. _'
-.332
'?
=
1.000 i
YES
LEFT
9.8
. 001
-.465
q
4
1.000
NO
LEFT
6.6
.21=.
-.664
5
u
1.000
NO
LEFT
7.::
.226
.0:32
6
6
1.000
NO
LEFT
9.6
-.210
-.78
7
7
1.000
NO
LEFT
10.2
.229
-.101
.3
-
1.000
YES
LEFT
-37.9
-1.=:5
1.402
9
.1.000
YES
LEFT
-:31.9
.064
5.289
10
10 i
1 .000
YES
LEFT
-34.5
1.468
2.261
11
11
1.000
YES
LEFT
-35.0
-1.855
1.269
12
12
1.000
YES
LEFT
-29.0 9.0
. 068
5.156
1:3
is
1.000
YES
LEFT
-31.6
1 .471
2.128
14
1
1.000
NO
RIGHT
44.9
.221
-2.033
15
2
1.000
YES
RIGHT
6.9
.042
-.332
16
=
1.000
YES
RIGHT
9.'3
:055 X55
-.465
' 17
4
1.000
NO
RIGHT
N.6
.253
-.664
is
5
1.000
N! �
RIGHT
7.3
-.186
.032
19
6
1.000
NO
RIGHT
:%.5
.266
-.798
20
7
1.000
NO
RIGHT
10.3
-.173
-.101
21
8
1.000
YES
RIGHT
- 8.=
1.662
1 .40'2
22
;>
1.000
YES
RIGHT
- 31.9
-.261
5.289
23
10
1.000
YES
RIGHT
- 34.2
-1.665
2.261
24.
11
1.000
YES
RIGHT
- :5.=
1.675
1.269
25
12
1.000
YES
RIGHT
-29.c i
-.248
5.156
26
13
1.000
YES
RIGHT
-=;1.Z
"1.651
2.128
USE
6.0060 I N . W
I OE BY
.3750 I N .
THICK
LEFT CONNECTION PLATE
USE
6.0000 I N .. WIDE
BY
.3750 I N .
THICK
RIGHT C ONNEC:T I ON ' PLATE
WITH
2 SETS OF
.7500 I N .
DIA . A325
DOLTS
AT THE TOP
AND
2 SETS OF
.7500 I N .
DIA. A=5
BOLTS
AT THE BOTTOM
AND
2 SETS OF
.7500 I N .
DIA.' A _ 25
SPACER
BOLTS (BETWEEN TOP & BOTTOM SETS)
THE RE@U I RED BOLT LENGTH IS 2.0000 I N . 9 WITH 1 FLAT WASHER(S) PER BOLT.
CONNECTION � :GILT SPACINGS (IN.) AND THE NO. OF DOLTS IN EACH SET OF BOLTS -
NO. BOLTS 2 2 2 2 2 2 0
SPACING 1. 250 3.000 3.000 1'2.i X00 10.005 3.000 1.'x_50
SPACINGS ARE FROM THE OUTER END TO THE INNER END 9 OF THE CONNECTION PLATE.
THE GAGE= BETWEEN BOLTS (IN A SET OF BOLTS) IS 3.0000 IN..
CONNECTION CIN PL . LENGTH = 33.50485 i-}85 IN..
FRAME DESIGN PROGRAM 08/04/92 START TIME 1 `=SHR 1 FM I N 18SEC: PAGE 13
FRAME NO. 1 i BLDG. NO. 1 i J r_. B 22203 9 FRAME USED AT THE FOLLOWING 1
BLDG. LINE 2 (FR*I.J _ 03)
FRAME REACTIONS NO. . OF SPANS = 1
FRAME WIDTH = 36.0000 FT.
Hi }RIZ . DISTANCE TO PEAK. = 18.0000 FT.
LEFT SLOPE = 1.0000 IN/FT RIGHT SLOPE = 1.0000 IN/FT
LEF r EAVE F; T . = 12.0060 FT. RIGHT EAVE HT.= 12.0000 FT.
#
##########
S1 #
# #
if--------'--------•-----'------------•------------------------------------------------9E
.LT
FRAME .^-PANS (FEET)
THIS FRAME IS USED AT THE FOLLOWING FRAME LINES -
RT
----------------
. GE NERAL REACTION NOTES -
1. VERTICAL COLUMN REACTIONS (V) ARE POSITIVE IN THE UPWARD DIRECTION.
. TRANSVERSE HORIZONTAL COLUMN REACTIONS (H) ARE POSITIVE TO THE RIGHT ON ALL
Ci iLUMNS , EXCEPT FOR THE RIGHT EXTERIOR COLUMN WHICH IS POSITIVE TO THE LEFT.
3. LONGITUDINAL HORIZONTAL REACTIONS (L) ARE PERPENDICULAR TO THE TRANSVERSE
HORIZONTAL REACT I ONS v AND THE PO S I T I VE DIRECTION I S INWARD TO THE PAGE.
4. FIXED BASE MOMENTS (M) ARE P03I T I VE IN THE COUNTER -CLOCKWISE DIRECTION ON
ALL C::OLUMNS v EXCEPT FOR THE RIGHT EXTERIOR COLUMN WHICH IS POSITIVE IN THE
CLOCKWISE DIRECTION.
5. REACTIONS FOR A PARTICULAR LOAD COMBINATION MAY BE OBTAINED BY SUMMING-UP
INDIVIDUAL LOAD REACTIONS THAT HAVE LEEN MULTIPLIED BY THEIR LOAD FACTORS
AND THEN MULTIPLIED BY THE LOAD COMBINATION'S PROBABILITY FACTOR.
.
6. FORCES ON THE 1L Fi iUNDATIONS WILL ACT IN THE OPPOSITE DIRECTION TG THE
DIRECTION i iF THE COLUMN REACTIONS.
. ^
FRAME DESIGN PROGRAM
08/04/92
START TIME 15HR
15MIN 1 SEC PAGE 15
FRAME
NO.
19
BLDG. NO.
11 JOB
22203
, FRAME USED AT THE FOLLOWING 1
BLDG.
LINE
2
(FR*I.J22203)
REACTIONS FOR
LOAD COMBINATIONS
V. = VERTICAL (KIPS)
===============================
H. = TRANSVERSE
HORIZONTAL (KIPS)
. L. = LONGITUDINAL
HORIZONTAL (KIPS)
M. = FIXED BASE
MOMENT (KIP -FT)
LOAD COMB.
NO.
1
=======
2
3
4 5
6 7 8
LEFT
COL.
V.
=======
8.90
=======
.61
1.19
======= =======
1.16 1.60
======= ======= =======
1.74 2.18 -8.72
LEFT
COL.
H.
2.03
.33
.47
-.02 .65
.12 .78 -7.08
LEFT
COL.
L.
.00
1.38
1.38
.00 .00
.00 .00 .00
`
RIGHT
COL.
V.
11.70
1.79
2.51
2.00 1.56
2.72 2.28 -6.71
RIGHT
COL.
H.
2.03
.33
.47
.66 -.03
.80 .10 2.80
RIGHT
COL.
L.
.00
.00
.00
.00 .00
.00 .00 .00
LOAD COMB.
NO.
9
======= =======
10
11
12 13
LEFT
COL.
V.
-8.15
=======
-5.40
-8a14
======= =======
-7.57 -4.82
LEFT
COL.
H.
.97
2.40
-6.95
1.10 2.54
LEFT
COL.
L.
3.04
.00
.00
3.04 .00
RIGHT
COL.
V.
-10.63
-10.03
-5.98
-9.91 -9.31
RIGHT
COL.
H.
.19
-6.33
2.93
.32 -6.20
RIGHT
COL.
L.
2.31
.00
.00
2.31 .00
FRAME
DQS I GN PROGRAM
08/04/92
START TIME 15HR 15M I N 18SEC: PAGE 14
FRAME
NO.
le
BLDG. NO. 11 JOB
22203
9
FRAME USED AT THE FOLLOWING 1
BLDG.
DINE
2
(FR*I.J22203)
REACTIONS
FOR
COMBINED
INDIVIDUAL
L=iADS
V.
= VERTICAL (KIPS)
-------
-------------------------------
H'.
= TRANSVERSE HORIZONTAL (KIPS)
L.
= LONGITUDINAL HORIZONTAL (KIPS)
M.
= FIXED BASE MOMENT (KIP -FT)
FRAME
ROOF
ROOF
COLL -
EARTH- WIND WIND WIND
DEAD
DEAD
LIVE
ATERAL
rUAKE ARRAY ARRAY ARRAY
WEIGHT
LOAD
LOAD
LOAD
LOAD NO. 1 NO. 2 NO. . 3
FDW
RDL
RLL
COL_
Epi WL LW WR
LEFT
COL.
V.
.29
1.09
6.94
.58
-.22 -10.10 - - -9.53
9.53 - -6.77
LEFT
COL.
H.
.07
.25
1.58.
.13
-.33 -7.40 .65 2.0
LEFT
COL.
L.
.00 i
. i 0
.00
.00
.00 .00A 3.04 .00A
RIGHT
C:i iL .
V.
.29
1.49
9.20
.. 7'2
.22 -8.49 -12.41 -11.81
RIGHT
COL .
H.
.07 i7
.25
1.58
.13
�
.35 - . 48 -.13 -6.65
RIGHT
COL .
L.
Loo
.00
.00
.00
.00 ;00 2.31 .00
CONC. .
CONC.
LOAD
LOAD
NO. 3
NO. 4
LE�i
L . -D
LEFT
COL. .
V .
-.43
-.3:
LEFT
COL.
H.
.01
.01
LEFT
COL. .
L .
1.02
. w6',
RIGHT
COL .
V.
.00
.00
RIGHT
COL.
H.
.01
.01
RIGHT
COL .
L.
.CSO
.00
FRAME DCS I GN PROGRAM 08/04/92 i4/ 2 START TIME 15HR 15M I N 1 SSEC PAGE 16
FRAME Ni ► . 1, BLDG. NO. 1, JOB ZZZ03 7 FRAME USED AT THE FOLLOWING 1
BLDG. LINE 2 (FR*I.JE2203)
FRAM_: LOAD COMBINATIONS it MEANS A 1/3 INCREASE IN ALLOWABLE
LOAD PROB- _____----------------- STRESSES IS PERMITTED IN THIS COMB.
----------------
Ci
COMB. ABILITY
NO. FACTOR ----- INDIVIDUAL DADS AND INDIVIDUAL LOAD FACTORS ---------------
1
1.0000
(F:DW
+RDL
+RLL
+COL-)
=*
1.0000
(FDW
+RDL
+LEO)
- LEFT ROOF SNOW LOA0
0
3*
1.0000
(FDW
+RDL
+COL
+LEO)
4*
1.0000
(FOW
+RDL-
+EQ)
- CONCENTRATED LOAD NO. 1 THRU 10 ►
5*
1.0000
(F•OW
+RDL
-EQ)
- AUXILIARY LIVE LOADING 1 THRU 9
6*
1.0000
(FDW
+RDL
+CUL
+EQ)
7*
1.0000
(FDW
+RDL-
+C:OL-
-EQ)
*
1.0000
(FDW
+RDL
+WL 1)
9*
1.0000
(FOW
+RDL
+WL2)
10*
1.0000
(F:DW
*+RDL
+WLR:)
11*
1.0000
(F:DW
+RDL
+COL
+WL I )
12*
1.0000
(FDW
+RDL
+COL_
+WL'Z)
1.3*
1.0000
(FDW
+RDL
+COL
+WL3)
ABBREVIATED NAMES FOR FRAME LOADS
R:DL - ROOF DEAD LOAD
USL -- UNIFORM SNOW LOAD
RSL_ - R I GHT * ROOF SNOW LOAD
RBL - RIGHT BULK LOAD
EQ -- EARTHQUAKE LOAD
TL - THERMAL LOAD
ADL - AUXILIARY DEAD LOAD
MDL - MEZZANINE DEAD LOAD
SF' - SPECIAL LOAD
PDQ =L - P -DF -LTA Hi iR I Z . LOAD
FDW --
FRAME DEAD WEIGHT
COL
- COLLATERAL LOAD
RLL
- ROOF LIVE LOAD
LSL
- LEFT ROOF SNOW LOA0
0
LBL
- LEFT BULK LOAD
IAIL 1 THRU
WL20 ►
- WIND LOAD NO. 1 THRU '2 ►
LEO
- LONGITUDINAL EARTHQUAKE LOAD
C61 THRU
CL.1 OO
- CONCENTRATED LOAD NO. 1 THRU 10 ►
ADW
- AUXILIARY DEAD WEIGHT
AL 1 THRID
AL. 9
- AUXILIARY LIVE LOADING 1 THRU 9
MDW
- MEZZANINE DEAD WEIGHT
ML
- MEZZANINE LIVE LOAD
D I 1 THRID
D I GO
- DISTRIBUTED LOAD NO. 1 THRU 30
R:DL - ROOF DEAD LOAD
USL -- UNIFORM SNOW LOAD
RSL_ - R I GHT * ROOF SNOW LOAD
RBL - RIGHT BULK LOAD
EQ -- EARTHQUAKE LOAD
TL - THERMAL LOAD
ADL - AUXILIARY DEAD LOAD
MDL - MEZZANINE DEAD LOAD
SF' - SPECIAL LOAD
PDQ =L - P -DF -LTA Hi iR I Z . LOAD
> >_
• #-----------------------------------------------------------------------
CUSTOMER HANS HEIDMAN
DESIGNED BY : FR
#
JOB NUMBER 22203H
DATE : 08/04/92
#
TITLE SEISMIC ZONE
3 PAGE : F1
#
-----------------------------------------------------------------------#
1988 UBC Importance Factor
1.00
#
C
= 2.75
#
Z
= 0.:.00
#
DESIGN DEAD LOAD
3.40 PSF
#
BLDG
SPAN 36.00 Ft.(+ LEAN-TO)
#
EAVE
HEIGHT 12.00 Ft.
#
-----------------------------------------------------------------------#
Transverse RF @ LINES
2
#
-------------------------------------------
#
Trib
32.50 Ft
#
Rw =
6
#
W =
3.98 K.
#
LEAN-TO DEAD + COLLATERAL
0.95 K.
#
V = ZICW / Rw =
0.68 K.
#
-----------------------------------------------------------------------#
•Transverse BF @ LINE
1
#
-------------------------------------------
#
Trib :
14.000 Ft.
#
Bracing Span :
17.00 Ft.
#
W =
1.71 K.
#
LEAN-TO DEAD + COLLATERAL :
0.95 K.
#
Bracing: 3ZICW/8 =
0.82 K.
#
Vertical Reaction
0.53 K.
#
-----------------------------------------------------------------------#
Transverse BF @ LINE 3
#
-----------------------------------------
#
Trib :
14.000 Ft.
#
Bracing span
17.00 Ft.
#
W =
1.71 K.
#
Bracing : 3ZICW/8 =
0.53 K.
#
Vertical Reaction :
0.34 K.
#
-----------------------------------------------------------------------#
Longitudinal @ LINE D
#
-----------------------------------------
Length :
54.00 Ft.
#
Bracing span
26.00 Ft.
W =
3.30 K. / Side
#
#
Eave Force
0.34 K.
#
Bays braced.
1
#
Bracing 3ZICW/8 =
1.02 K.
#
Vertical Reaction
0.43 K.
#
-----------------------------------------------------------------------#
Longitudinal @ LINE
B
#
-------------------------------------------
#
W =
3.30 K.
#
LEAN-TO DEAD + COLLATERAL
1.90 K.--
#
. Eave Force
0.72 K.
#
Horizontal Reaction :
0.36 K.
�
Vertical Reaction :
0.33 K.
#
#
----------------------------=----------------=-------------------------#
V• J
5
DESIGNED BY: R -
DATE: ?-O y 19 CV -
CUSTOMER IA R N S !AS I bn A TV CHECKED BY:
JOB NO. 2 Z Z 0114 PAGE: E- 2 OF
TITLE LONGITUDINAL BRACING -
SEISMIC LOAD TO THE S.W. IS �I� KIPS (SEE PP. F` - F ).
Q = PSF
WIND LOAD TO THE SIDEWALL IS Q KIPSLN'DOBRACE BAYS.
ROOF BRACING DATA 4,6 3 IC CLP g)
1T/1R1L.. ooanL+ nnrr%ymc Cmanm L*Dnl! DTT1!`_L, mn 'W'Al 7
- - ----SIDE--i- ---- - - ----- ---- --
- SIDE 2
LN b
ACTUAL
SEISMIC
TENSION
BASE
ACTUAL
± 1 �3u
TENSION
RACE #
TEN.
BRACE
CAP.
BRACE #
TEN.
BRACE
CAP.
KIPS
SIZE(KIPS)---KIPS
SIZE
.KIPS
2�0
/2{�i�C71p
TO
WALL
BRACING DATA
LN b
WIND Ltv&
SEISMIC
LTvb
BASE
REACTION VERTICAL =
± 1 �3u
2,0 .. KIPS
S3 . KIPS
BASE
REACTION HORIZONTAL
= 3,o�
2,31 KIPS
136 KIPS
•T/VT1L, . or x nc+ nnTiwmc cma nm L-nnv vxxro mn n a cy
- ------SIDE--i- ------ ------ -- - -
SIDE 2
RACE #
ACTUAL
TEN.
KIPS
BRACE
SIZE
TENSION
CAP.
KIPS
BRACE #
ACTUAL
TEN.
KIPS
BRACE
SIZE
TENSIO
CAP.
KIPS
iV SC
KwcC nooiN�-
fn.. 4r1
EAVE STRUT DESIGN j
AY FT.
AXIAL
FORCE KIPS
SIZE
AXIAL
CAP. KIPS
41
ff 7�
r
1 SIDE 2
SIDES SIDE4
SIDE]
NOTE: ALL CAPACITIES HAVE BEEN INCREASED BY 1/3RD. FOR WIND OR SEISMIC.
ALL CAPACITIES HAVE BEEN INCREASED FOR SEISMIC AS PERMITTED BY.THE
CODE.
CUSTOMER_
JOB NO. 222 U3
TITLE ENDWALL BRACING
Q = 1-1 PSF
LOAD TO THE ENDWALL IS 2 2�� KIPS. BRACE
ENDWALL BRACING DATA
BASE REACTION VERTICAL = + 1,4KIPS
BASE REACTION HORIZONTAL = Z,23 KIPS
NOTE: RRACF. rnTIWTS START VPC)M RAVE Tfl RA-qF
DESIGNED BY: Fn'
DATE: 90_19
CHECKED BY:
PAGE • F- j OF
I. BAYS.
SIDE 3 SIDE 4
ACTUAL
TENSION
ACTUAL
TENSIO
RACE #
TEN.
BRACE
CAP.
BRACE #
TEN.
BRACE
CAP.
KIPS
SIZE
KIPS
KIPS
SIZE
KIPS
%z����,
SID= 2
SIDE3 SID_4
SIDEI
2 Z 2 U 3 1'I ANALYSIS / DESIGN OF ["NEE L --FACIE SYSTEM 080492
I NPLIT .
BAY SPACING ...... = 26.00 0 FT
SAVE HE I GHI....... = 12.00 IF -T
BUILDING WIDTH ... = .Oo FT
ROOF iF SLOPE....... = . t o c 1'2
WIND VELOCITY .... = . c iU MPH
EAVE FORCE ....... = 4.6 KIPS
OUT,'UT:
DOUBLE ANGLE D I AGNC iAL FDRACE SIZE: 2 X 2 X 1/8
DOUBLE CHANNEL. BEAM MEMBER SIZE o 8.5o X . (t1�. ?.o
NUMBER OF iAYS T� i .L,E BRACED: 1
AXIAL LOAD ON BRACE ..... 9 . Sk:: I PS
AXIAL CAPACITY OF BRACE: 15.13 KIPS
FOF:CE IN COLUMN AT BRACE Pi TINT---'.: MOMENT= 1,::'..52 K -FT
AXIAL = 4.51 KIPS
SHEAR = 4.63 K' I PS
C h cLrv%el ver; C 13,4 ,_ 20.5
DESIGNED B�,Y a .
CUSTOMER �A IV F - k 10 n, A k DATE U ^Q 19 J
JOB NO. Z Z 010 CHECKED BY
TITLE A C PAGE ' OF
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ELECTRIC
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COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.
7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 Z .� ) •—")
APPLICATION AND PERMIT ( /
ASSESSOR PARCEL NUMBER
024-170-052
ZONING A
A-40
BUILDING PERMIT
OWNER -
HANS HEIDMAN
TELEPHONE,
846-15607
SO. FT. OCC. BUILDING VALUATION f
OWNER'S MAILING ADDRESS
489 LARUN ROAD GRIDLEY CA 95948
CONTRACTOR'S NAME
COME MCDANIEL
TELEPHONE
673-7376
CONTRACTOR'S MAILING ADDRESS
9105 S • BARRET YM CITY CA 95991
Fireplace
CONSTRUCTION LENDER
NONE
UNKNOWN
Total Valuation $
LENDER'S MAILING ADDRESS
Filing Fee
$ 15,00
Permit Fee
$
ARCHITECT OR ENGINEER
(CHj
LICENSE NO.
Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Energy Plan Checking Fee
$
Penalty
$
BUILDING ADDRESS
489 LWIN ROAD GRIDLEY
Permit fee
$
PLUMBING PERMIT
Filing Fee 15.00
Each Trap
5.00
Solar or heat pump water heater
20.00
LOT NO.SUBDIVISION
NAME
PARCEL MAP
Water piping
7.00
Each qas water heater or vent
7.00
USE OF STRUCTURE
SF ❑ Duplex❑ Mobilehome❑ Other SHOP
SPECIFY
Gas piping system 1 - 5 outlets
1 5.00
Building sewer
15.00
Mobile Home S I G I W I
@ 15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Otherl❑
Describe work: UPGRADE ELECTRIC FOR MMM= 92-2909
Permit Fee
$
Contractor
ELECTRICAL PERMIT
FilingFee 15.00
Main service 600V OR LESS
200A OR LESS
18.50 1 •
CONTRACTORS LICENSE LAW
I 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. 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)
I, as the owner, am exclusively contracting with licensed 'contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
Main service 200A TO IOOOA,
NEW CONST./ DWELLING OCCUP.�\
OR ADDNS. ( ACC. SLOGS. //
_37.50
3.66 sq.ft.
Nw CONSTR ULTI.OUT LET
NON-RESID BRANCH CIRCUITS
@ 5.00
POWER APPARATUS e
SINGLE OUTLET CIR.
Ex. Occup(OUTLETS OR FIXTURES
20 76
1AL 4F
FIXED APLNS.
Ex. Occup. OUTLETS P(RESID )REA.)
I 3.00
Temporary service
15.00
Mobile Home Facilities
15.00
Misc. Wiring
15.00
Permit Fee
$ _f3•�i
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ 1 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 1 15.00
Heating
Cooling
g
Hood
6.50
Ventilation
permit Fee
$
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 Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I 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.
X "' 'y`� a' Date `-'�
Signature of Applicant — Owner ❑ Contractor ❑ 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 S
Energy Inspection Fee
$
occ
CONST TYPE
TOTAL FEES 33.50
HAz
I DFEES I
IMPJ
FLOOD
I CDF
I PARCEL
I PD
I HD
Iss
'This permit is hereby issued under the
siol off'{he utte C u ty de er t
`Nor indi ted a fo hieh fe
I EC P LI&RKS
Y
P E PIRE Date
icable provi
ap�011utions to do
le been paid.
Date 9/21/92
9
Receipt No. 125$06
WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT
l/COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.
7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 -_3'Z17/
_3'ZG0 7 j
APPLICATION. -AND OERMIT
ASSESSOR PARCEL NUMBER
024-170-052
ZONING
A-40
BUILDING PERMIT
OWNER
HANS HEIDMAN
TELEPHONE
846-6607
SO. FT. OCC. BUILDING VALUATION
OWNER'S MAILING ADDRESS
489 LARKIN ROAD GRIDLEY CA 95948
CONTRACTOR'S NAME
CONNIE MCDANIEL
TELEPHONE
673-7376
CONTRACTOR'S MAILING ADDRESS
9105 S. BARRET YUBA CITY CA 95991
Fireplace
CONSTRUCTION LENDER
NONE
UNKNOWN
Total Valuation Is
-
LENDER'S MAILING ADDRESS
Filing Fee
$ 15,00
Permit Fee
$
ARCHITECT OR ENGINEER
NONE
LICENSE NO.
Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Energy Plan Checking Fee
$
Penalty
$
BUILDING ADDRESS
489 LARKIN ROAD- GRIDLEY
Permit fee
$
PLUMBING PERMIT
Filing Fee 15.00
Each Trap
1 5.00
Solar or heat pump water heater
1 20.00
LOT NO.
SUBDIVISION NAME
PARCEL MAP
Water piping
1 7.00
Each qas water heater or vent
7.00
USE OF STRUCTURE
SF ❑ Duplex[] Mobilehome❑ Other SHOP
SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer
15.00
Mobile Home S I G I W
@ 15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other❑
Describe work: UPGRADE ELECTRIC FOR #RMINXIN 92-2909
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 15.00
Main service 200A OR LESS
18.50 18.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury
p y p f y (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. Classification
El 1, 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)
I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
Main service 200ATO1000A,
37.50
NEW CONST. ( DWELLING OCCUP.tk\
OR AODNS. l ACC. BLDGS. /
3.64 sq.ft.
NEW CON5TR ULTI.OUTLET
NON-RE51D BRANCH CIRC ITS I
@ 5.00
( POWER APPARATUS 61
SINGLE OUTLET CIR. /
Ex. OCCUp(OUTLETS OR FIXTURES
20 @ 76d
JAI 0 ARA
-
EX. Occup. OUTLETS PIRESID IREA.)
I 3.00
Temporary service
15.00
Mobile Home Facilities
15.00
Misc. Wiring
g
15.00
Permit Fee
$ 33.50
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 15.00
Heating
Cooling
Hood
6.50
Ventilation
permit Fee
$
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 Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I 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 permi
X �''' Al ��A,111,1C141+ Date ,) 1 Z
Signature of Applicant — Owner ❑ Contractor ❑ 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 S
Energy Inspection Fee $
occ
CONST TYPE
I TOTAL FEE $ 33.50
HAz
1 13 FEES I
IMP
FLOOD
CDF
I PARCEL
I PD
HD
ISS
This permit is hereby issued under the
ty de and/o
wor indi ted a hich fe
sions the utt%f!
I P I
vDate9/21/92
T E PIREate _
ap licable provr
r lutions to do
a been paid.
KS
9/1 7/9�
Receipt No. 1 9SROhP
WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Oroviller California §5965 - Telephone: 916/538-7541
APPLICATION AND PERMIT
PERMIT NO.
ASSESSOR PARCEL NUMBER_ 0672-ZO
!J G 0
!�
BUILDING PERMIT
O WNE �Ajf )_ICI
/VS D
TELEPHONE
8�6�G6U 7
SO. FT. OCC. BUILDING VALUATION
OWNER'S MAILING ADDRESS
uQ� L19RIotl Q
CONTRACTOR'S NAM
c illl� E 4c Gv11`
TELEPHONE
'
CONTRACTOR'S MAILING ADDRESS
S- Vl/hc� Cff
Fireplace
C.O NSTRUC TION LENDER
UNKNOWN
Total Valuation is - -
LENDER'S MAILING ADDRESS
Filing Fee $, 15.00
Permit Fee $
ARCHITECT OR ENGINEER -" -
LICENSE NO.
Plan Checking Fee $
/ARCHITECT OR ENGINEER'S MAILING ADDRESS -
-
Energy Plan Checking Fee $-
Penalty = $
.BUILDING ADDRE s�
arlcj � 2�t'
Permit fee - $
'_pre
Gt (
.PLUMBING PERMIT Filing Fee 15.00
Each Trap 5.00 "
Solar or heat pump water heater 20.00
LOT NO.
SUBDIVISION NAME -
PARCEL MAP
Water piping 7.00
Each qas water heater or vent 7.00
USE OF STRUCTURE
SF ❑ Duplex❑ Mobilehome❑ Other ��� - SHoP.
SPECIFY
Gas piping system 1 - 5 outlets 5.00
Building sewer 15.00
Mobile Home S I G I W @ 15.00 -
TYPE OF WORK
New❑ Addition❑ Remodel[] Utilities❑ Insfallation❑ Other
Describe work:Upri(Cc e Elect- S-eyyice_
Permit Fee $
Contractor
ELECTRICAL PERMIT Filing Fee 15.00
Main service 200V OR LESS
00A OR LESS 18.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
❑ 1 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. Classification
❑ 1, 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)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044) .
❑ 1 am exempt under Sec. , Business and Professions Code
for this reason
Main service 200A TO 1000A) 37.50
NEW CONST.( DWELLING OCCUP.p\ 3.6Q sq.ft.
OR ADDNS. 1 ACC. BLDGS. //
NEW CONSTR. ULTI.OUT LET
NON.RESID ITS 5.00
BRANCH CIRC
(POWER APPARATUS 61
SINGLE OUTLET CIR.
Ex. OCCUp(OUTLETS OR FIXTURES 20 @ 76d
EX. OCCU FIXED APPLNS, OR
p• OUTLETS IRESID.1 EA.� I .3.00
Temporary service 15.00
Mobile Home Facilities 15.00
Misc. Wiring 15.00
Permit Fee $ SO
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ I have placed on file with the County of Butte Building Department
of Consent to Self -Insure.
I shall not employ any person in any manner so as to become subject
LNota Certificate of Workmen's Compensation Insurance or a Certificate
to the W. C. laws of California.
Applicant: If after making this statement, should you become subject$C. provisions of the Labor Code, you must forthwith comply with such
or this permit shall be deemed revoked.
Contractor
MECHANICAL PERMIT Filing Fee 15.00
Heating
Cooling
Hood 6.50
Ventilation
Permit Fees
Contractor
1 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 Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I 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.
X Date
Signature of Applicant — Owner❑ Contractor E]Agent ❑
An OSHApermit is required for excavations over S'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee S
Energy Inspection Fee $
occ
CONST TYPE
TOTAL FEE $
rtAz
OFEES
IMP
F1000
CDf
PARCEL PD
HD
ISSUE
This permit is hereby issued under the applicable provi-
sions of the Butte County Code and/or resolutions to do
work indicated above for which fees have been paid.
DIRECTOR OF PUBLIC WORKS
By Date
PERMIT EXPIRES Date
Receipt No.