HomeMy WebLinkAbout047-490-0037
047-490-003 01-2252
HORN, RICHARD !�,YAI,�.o -0
136M VICTOR DR, CHICO I rW
STEEL AG BLDG FLOOD ZONf
047-490-003 02-1170
HORN, RICHARD
1-50,Q,3V]C]-OR DR :1 CHICO
CONT: TR CONSI.
NS17 W/GARAGE (m
047-490-003 05-0887
HORN, RICHARD
13023 vicrOR DR, C'HICO
Cont: POOL BLDRS
NEW POOL MSI'R516-01
ENVIRONMENTAL HEALTH CLEARANCE
DATE -5—,SO-02-
v
30N,
7 -I/oS
7--K
7
047-490-003 01-2252
HORN, RICHARD !�,YAI,�.o -0
136M VICTOR DR, CHICO I rW
STEEL AG BLDG FLOOD ZONf
047-490-003 02-1170
HORN, RICHARD
1-50,Q,3V]C]-OR DR :1 CHICO
CONT: TR CONSI.
NS17 W/GARAGE (m
047-490-003 05-0887
HORN, RICHARD
13023 vicrOR DR, C'HICO
Cont: POOL BLDRS
NEW POOL MSI'R516-01
ENVIRONMENTAL HEALTH CLEARANCE
DATE -5—,SO-02-
v
Butte County Department ofDevelopment Services
www.buftecounty.netldds
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
September 9, 2005
Richard Horn -
13023 Victor Drive
Chico, CA 95973
RE: Formal Warning Notice
Butte County Code Violation
Address: 13023 Victor Drive, Chico
AP# 047 -490-003
Dear Richard Horn;
(t
Through our courtesy notice on August 5, 2005, you were notified pursuant to Section 41-2 of the
Butte County Code of the presence of code violations on your above -referenced property. According
to our records, the courtesy notice has not resulted in abatement or correction of the
following specific violations:
1. The keeping of commercial vehicles and the operation of a commercial business on your
property, which is unauthorized in an A -R zone.
Your failure to eliminate the stated violations is cause for the issuance of this formal warning notice.
This is notice that as of this date, our records indicate that- the following violations to the Butte
County Code still exist:
Butte County Code, Ch4pter 24, Section 24-65 - Applicability of zoning regulations. All uses
of land within a zoned district not specifically authorized or permitted by regulations are
prohibited.
The determination that this violation exists on the property is based on the following definition in the
Butte County Code:
Butte Counjy Code, Chgpter 24, Section 24-305.451 - Violator. An adult owner, tenant,
occupant, resident or other person having possession, control or any other ownership interest
in or the right of access to the premises, who is suspected or alleged to have violated or to be
in violation of any Butte County Code provisions of the Chapters specified in Butte County
Code Section 24-305.451.
In order to bring the property into compliance with the Butte County Code and avoid further
enforcement actions, you are hereby requested to take the following abatement or correction actions:
Richard Hom
AN 047-490-003
i
September 9, 2005
Page 2
1. Obtain an Administrative Permit from the Department of Development Services, Planning
Division, located at 7 County Center Drive, Oroville, California, for a Home Occupation
permit, as per Section 24-270 pursuant to Section 24-40 of the Butte County Code.
This is your final warnin . Unless you contact this office and make the proper arrangements to
correct or abate the violation(s) voluntarily, within ten (10) days from the date of this letter,
enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for
said violation(s� and for failing to comply with this warning letter.
Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose
penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code
Section 41-7: The Notice of Violation will include a description of the premises, the violation
concerns, a description of the violation, the date of your convictions and the action necessary to
correct or abate. the violation(s).
Should you have any questions concerning this matter, please contact me at the address or telephone
number list6d above.
4
Sincerely,
Roy Wallis
Code Enforcement Officer
RW:ajf
cc: Department of Development Services, Building Division
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11
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PROOF OF SERVICE BY MAIL
I am a citizen of the United States and employed in the County of Butte; I am, and was at the
time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within
action. My business address is Department of Development Services, Building Division, 7 County
Center Drive, Oroville, California 95965. 1 am readily familiar with the County's practice for
collection and proces sing of correspondence/documents for mailing with the United States Postal
Service and that sa id correspondence/documents are deposited with the United States Postal Service
in the ordinary course of business on the same day.
On September 9, 2005, 1 served the foregoing 10 Day Notice on the person(s) named below
by placing a true copy thereof in a sealed envelope, with first class postage thereon fully paid,
addressed as indicated below, and by placing said envelope.
I
In the appropriate place within the Department of Development Services where
mail is collected for mailing with the United States Postal Services on the same
day.
X In the United States Postal Service Mail in Oroville, California.
Richard Horn
13023Victor Drive
Chico, CA 95973
I declare under penalty of pe�ury under the laws of the State of California that the foregoing
is true and correct and that this declaration was executed on September 9, 2005, at Oroville,
California.
�'.'5(40 fid�-
'Arise J.'Foots ' L 4--) -
Office Assistant
21 July 2005
Richard Horn
13023 Victor Dr.
Chico, CA 95973
Butte County Department ofDevelopment Services
www.buttecounty.net/dds
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
ADMINISTRATION * BUILDING * GIS * PLANNING
RE: Building Code Violation
Location: 13023 Victor Dr., Chico CA 95973
APN: 047-490-003
-Dear Richard Horn:
This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced
location, as follows:
Failure to obtain the required permits, inspections and approvals from this office for the construction of a
16' x 17'.covered bar and a,10' x 16' shed.
Since permits and inspections are required for the above work, please submit three (3) complete sets of plans,
apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and
you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing
work is inspected and approved.
It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be
advised that Butte County has an active Code Enforcement Program which provides an effective means of
enforcement if voluntary compliance,is not obtained. Enforcement may be pursued through the issuance of
citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate
the violation.
You have thirty (LO) days to voluntarily comply with the above directions or to present an acceptable plan for
abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please
contact Bill Barron in this office at the address or telephone number listed above.
Sincerely,
Bill Barron
Chief Building Inspector
BB: mj s
CC: Assessor
Z/, /3/�W
Y7- "a -
/C 7_a�<
Date _7-19-o�- Inspector _kl/c
REV 4/05 Phone #
FOR RE -INSPECTION CALL: 538-7636 OR 891-2834
.................
COUNTY OF BUTTE
01
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 County Center Drive * Oroville, CA * (530) 538-7541
CORRECTION NOTICE
C;WNER PERMIT NO.
A routine inspection indicates that the following violations of 6utte County Ordinances exist at
the above address and should be corrected. Please call for re -inspection when correction of
work is completed. If you have any questions pertaining to this matter, or need additional
explanation, please contact the Building Inspector as indicated below.
Z/, /3/�W
Y7- "a -
/C 7_a�<
Date _7-19-o�- Inspector _kl/c
REV 4/05 Phone #
FOR RE -INSPECTION CALL: 538-7636 OR 891-2834
Name'HTDRN RICHARD
Asmt U Fee # 1047-490-003-000
Status Status Date F
Addr-I 113023VICTOR DR
Tax [00-0 FN 0 URMAL OWN E R S H I P T RA F-2-024
Addr2 JPHICq C� E�5��3-9797
Situs 113023 VICTOR DR CHICO
Addr31
Base Dt PDT?–/-20q3ij-
Addr4 I
Wk Timber Preserve
Land
33,6891
r* AgPres
Structure
285,838
Comments 14749000300 CONVERTED 09/08/88
a Etal
r
Fixtures
Growing
0
0!
Creating D oc#1 1981 R 261 020P DateF—
---- -
Current Doc#11 998R21823 Date 05/28/1998
ri4, Bonds
Total L&I
3 19,527
0.
1
Killing Doc# Date
Mi 1 Multi Situs
r
Fix. FIF
MH PP
01
Asmt D esc 1003.18 AC VI CT 0 R LAN E SuplCnt[:�7
'w Flagl
r2_1 Flag2
PP
0
ZoningFIR 00 DwelIFO
M 910 MH
Exemptl
7,000
--T-
-
Acres/SqFtIO._- �N/Cpi-77
FA–.Asmt PP Pen
R Tax PP Pen -
NetF
R/C#F—
12,527.
179, Appeal Pending
T/R DtF—
Mj Split Pending
R/C StatF—
_JE00T - RM
'1�9, 07122/2004 12:58:25
NOTES
LE
RESIDENTIAL
PERMIT NO.
-490 0
.047 -003 1-2252
fiORN, RICHARD
1?3o.t3 VICTOR DR, CHICO
STEEL AG BLDG FLOOD ZONE
13-5
SPECIAL CONDITIONS
CHECKED
BY
-SRA
FLOOD CERTIFICATE REQ.
— FIRE SPRINKLERS REQ.
— SPECIAL INSPECTION ITEMS
— VERIFY
— USE PERMIT CONDITIONS
— SUB -STANDARD HOUSING LETTER
JOB FINALED (Date)
Signature
V = OK
0 = Nbt_0K
- = Not Applicable MOBILE HOMES
* = Not Ready
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
I
. Zoning Requ irements-S etbacks- Easements
2.
Soils; Special MH Support Sketch
3.
Sewer; Location -Test -Fall -C/0 -Concrete
4.
Water; Location -Test- Easement Needed (Sketch)
5.
Electricity; Location- C leara n-ces-Grnd-/ /Amp -Concrete
6.
Gas; Location -Test -Wrap;-/ /" L 'ft.
P Nat. or i"Uft./ PLPG
7.
Well Clearance & Disconnect
8.
Utility Clearance
9.
Siding; Na iling- Veneer- Stucco- Mesh
10.
Roof; Shthg-Roofing
Date
11.
Card B-1 Date Card B-1
Date
12.
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except It's
a , ,
1
. Zoning Requireme nts-Setbacks- Easements
Card B-1 (/C/'y Date Card B-1
2.
Footings; Size -Spacing -Marriage Line
Card B-1 Date Card B-1
3.
Gas; MH Test-Demard-Valve-Conneclor
FINAL (Plans) OK except #'s
4.
Electricity; MH Test-Crossovers-Breakers-Clearanci§s
Setbacks- Easements
5.
Drain; MH Test -Fall -Flex Connector
Soils; Compaclion-Structure Stability
6.
Water; MH Test- Regulator -Connector
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
7.
Water and Sewer Connected -C/O to Grade -HD Approval
Elec.; Receptacles and Lighting, Dislance-GFI
8.
Gas and Electricity 7agged
Elec.; Pool Lighting; 15 Volts-GFI
9.
Tie Downs -Type -Installation Cerl.
Elec.; Enclosures; Conduit Entries -Terminals- Listed
10.
Exits; Insp.-Sketch
Elec.; Bonding; Metal w/5' -Circulating Equip. -Healer
11.
Cert. of Occupancy
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures -Pan elboards- Ins. to Main in Conduit
12.
Permanent Foundation Only; License Decal
Health Department Approval
10.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
MISCELLANEOUS
Date
DECKS, COVPS, CARPORTS GARAGES (Plans) OK except Ws
`Kgning
Require ments-Setbacks- Easement0v
cli, �'.rFoolings;
Soils-Size-Depth-Spacing-Connectors-SteeI
3.
Decks; Girders and/or Joists-Decking-Bracing-Slairs- Rails
4.
Wood Awn.; Posts- Bea ms- Rft rs. -Co nnecto rs
S hthg. - Frg- Bracing
5.
Alum. Awn.; Columns -Connections -Splice -Decal- Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rttrs-Trusses
9.
Siding; Na iling- Veneer- Stucco- Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
a , ,
Dale
Card B-1 (/C/'y Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
1 .
Setbacks- Easements
2.
Soils; Compaclion-Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Dislance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals- Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Healer
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures -Pan elboards- Ins. to Main in Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
Date
Card B-1 Date Card B-1
Date
Card -B-1 Date Card B-1
IN�_ 01
V = OK
0 = Not OK
- = Not Applicable
= Not Ready
Card B-1 Date Card B-1
RESIDENTIAL (%4
P
Dqte
'V.*'Vzon
�Mnclerfloor (Plans) OK except #'s
ing-Selbacks- Ease me nts- Flood -Slope
40.
2.
Ftg., Main; Soils-Elec. Grnd.-/ I" Ftg. Depth
Walls Studs -Nailing Spacing & Brace s- Plales-Sound
3.
Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
43.
4.
Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
5.
Sternwalls, Main; Steel- Blockouts-Wrapped
6.
Sternwalls, Garage; Steel-Blockouts-Wrapped
6a.
Hold Downs and Special Anchors
7.
Slab, Steel -Wrapped
8.
Piers -Fireplace Ftg.-Steel
9.
D.W.V.; Fall- Fitting -Test -2 Way C/0 -Sewer Test
10.
UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
11.
Water Pipe; Test-Ancho rs- Reg ulato r -Service Test
12.
Electric Underground
Date
13.
Plenums & Ducts; Clearance- Material -Support- Ins.
Dale
14.
Girders -Sill -s -Anchor Bolts-Joists-Venis-Crippies
Date
15.
Access & Ventilation
16.
Insulation
36.
Vent Fan, Exhaust above insulation
Date
37.
Card B-1 Date Card B-1
Date
38.
Card B-1 Date Card 8-1
Date
39.
PLUMBING (Permit) OK except #'s
17.
Water Htr.; Vent -Access -Combustion Air Baffle
18.
Water Pipe; Test & Anchor -Nail Protection
19.
D.W.V.; Test Fittings & Anchor -Nail Protection
20.
Shower Pan; Test, First Floor -Tub Access
21.
Test Tub & Shower, Second Floor -Tub Access
22.
Gas Pipe; Sixe & Anchors
69.
Stairs & Rails
Date
70.
Card B-1 Date Card B-1
Date
71.
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
ELECTRICAL (Permit) OK except #'s
Card B-1 Date Card B-1
23.
Fixture & Transformer Clearance -Ins. Protection
40.
24.
Elec. Receptacles Spacing -Lights & Switches at Doors
Walls Studs -Nailing Spacing & Brace s- Plales-Sound
25.
Size Boxes & No. of Conductors Stapled
43.
26.
Romex Installed Close to Edge of Studs & C.J.
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
27.
Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
28.
2 Appliance Circuits in Kitchen & Conductor Size GFI
29.
Subfeed Wire Size / ga. Cu or AJ-A.C. Wire Size / / ga Cu or A]
30.
Range Circle / ga Cu or Al -Oven Circ. / / ga Cu or At
Insulated Neutral Q Yes C3 No
31.
Service -Riser Conductors & Ground Main Disconnect
32.
Equip. Clearances Panels- M otors- M ech. Equip.
33.
Clothes Closet Light -Shower Light -Spa Light
34.
Smoke Detector
58.
Glazing Area -Glass Protection -S kylig hts- Plastic
Date
Card B-1 Date Card B-1
Dale
60.
Card B-1 Date Card B-1
Date
61.
MECHANICAL (Permit) OK except ff's
35.
A.C. Ducts Insulation & Support
36.
Vent Fan, Exhaust above insulation
Date
37.
Condensate Drain & Overflow, Size & Grade
Date
38.
Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet
Date
39.
Attic Access & Platform if Furnace in Attic
63.
Ext. Steps -Door & Sidelight Protection- Landings
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
40.
Sits Proper Materials & Anchors
41.
Walls Studs -Nailing Spacing & Brace s- Plales-Sound
42.
Bearing Walls over Girders & Floor Nailing
43.
Draft Stop in Walls (rat proof)
44.
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
45.
Headers & Beams -Size & Bearing
Pingle & Duplex)
Date
FRAMING (Continued)
46.
Hangers -Post Caps -Anchors -Connectors
47.
Cling. Joist-Rftr. Ties- Purlin- Roff Brac.-Truss-Shting.-Rfng.
48.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
49.
Attic Access; Size & Romex Protection- Draft Stop -Ins. Baffles
50.
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
51.
Garage Fire Protection Framing
52.
Property Line Firewall & Openings
53.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
54.
Stairs; Width- Headroom- Rise- Ru n- Lending- Fire Protection
55.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers;
56.
Siding -Nailing Veneer
57.
Stucco Mesh -Drip Screed -I'd. Vents-Underflr. Access
58.
Glazing Area -Glass Protection -S kylig hts- Plastic
_59.
Shear Walls; Nailing -Bolts
60.
Brace Interior/Exterior Wall Panels
61.
Insulation -Walls -Ceilings
62.
Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
63.
Ext. Steps -Door & Sidelight Protection- Landings
64.
Smoke Detector
65.
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
66.
Bedroom Exiting
67.
G.F.I. & Bath Fixtures & Tub Access -Spa
68.
Elec. Trim & Subpanel, Breaker Sizes & Labels
69.
Stairs & Rails
70.
Fireplace or Stove, Clearance -Hearth
71.
Elec. Outlets at Wood Panel, Int. & Ext.
72.
Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
73.
Elec. Outlets & Receptacles at Kit. Counter
74.
Garage Fire Door; Swing -Landing -Closure
75.
A.C. Duct in Garage -Damper
76.
Wtr. Htr.; Vents -Clearance -Comb. Air Connector- P.R. V.
in Garage; Above Floor-Mech. Protection
77.
Plb., Elec. & Mech. Equip. Listed for Location
78.
Elec. Receptacles in Garage (F.F.I.)-Romex Protection
79.
Insulation -Foam -Looked in Attic
80.
Guard Rails & Deck Construction- Post Caps
81.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor Q Yes
82.
Following InstId./Drive �] Yes T_ -j NoMalks Z) Yes :1 No/Planters Yes No
83.
Stucco Brown -Finish
84.
A.C. Unit Disconnect, Electrical- PI u mbing
85.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
86.
Water Well, Disconnect, Electrical, Plumbing
87.
Exterior Elec. Trim, G.F.I. Receptacle -U nderg round
88.
Ventilation Throughout House
89.
Glass Protection
90.
Corrections from Previous Inspections
91.
Gas Test -Meters Tagged, Gas -Electric
92.
Water & Sewer Connected -C/O to Grade -HD Approval
93.
Energy Compliance Certificate -Other Certificates
94.
Address Posted
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
I
(Rev. 12/96�
.COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILQING DIVISION
7 County Center Drive * Ciroville, California 95965 9 Telephone' (5k) 538-7541
1 01-2252
APPLICATION AND PERMIT
PERMIT NO.
ASSESSOR
lft"460-003
ZONING
AR
BUILDINGPERMIT
OWNER T,
RICHARD HORN
TELEPHONE
892-1324
SO. FT. OCC. BUILDING VALUATION
24.00 22.00 52,800300
OWNEWS VALING ADDRESS
31.19 MICHAEL WAY, CHICO 95973
C.NTRACI.R'S NAME
TELEPHONE
C:Z3 _
CONTRACTORS MAILING ADDRESS covilh� _k_J qo
CONSTRUCTION LENDER
ireplace
LENDER'S MAILING ADDRESS
Total Valuation $ 52,800.00
ARCHITECT OR ENGINEER
LICENSE �O.
Filing Fee
$ 20.00
Pe rmit Fee
$ 428.00
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Plan Checking Fee
$ 278.20
BUILDINGADDRESS VICTOR DR, CHICO
Energy Plan Checking Fee
$
PERMIT FEE
$ 79 A ') Q
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF 0 Duplex 0 Mobilehome 0 Other STEEL AG BLDG
SPECIFY
Each Trap
7.60
Solar or heat pump water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00
TYPE OF WORK
New 0 Addition [3 Remodel [3 Utilities 0 Installation 0 Other
Describe Work: _A_G BLDG IN E1_001) ZONE
Gas piping system I - 5 outlets
15.00
Building sewer
15.00
Mobile Home W�'
@20.00
PERMIT FEE
ELECTRICAL PERMIT
Filing Fee 20.00
OOOV OR LESS
Main Service .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 force and effect.
License Class Lic. No. 3--13 53&
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
13 1, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
0 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
0 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby ' affirm under penalty of perjury one of the following declarations:
0 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 Jor which this permit is Issued.
1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for thepedonnarwoof work for which this permitisissued.
My workers' sation insurance carrier and policy number are:
Carrier 9747 5L,,,
Policy Number 7 ,q un I I
(rhe above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or toss.)
0 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
f rt Zwit , comply *Ahofthose provisions.
o _�h
X Date 4zz_/0/
Signature of Applicant - 0 Owner IT Contractor 0 Agerly /
AnOSHAp rmit is required for excavations over 5'0" deep and demolition or construction
of structure over 3 stories in height.
Main Service 200A TO iOOOA 46.00
—
NEW CONST. DWELLING P. so.
OR ADDNS. & ACC. LCCSU 3.50FT.
W� LT'O_ 97.50
NON-RESID. ZU...R.U.
'r AP=US
&PSO
LEO CIR.
20 @ 1.00
OU71ET OR FD=RES
Ex. Occup. ( 54L @ .50
( ..FIXED APP - OR
Ex. Occup.. I.= .) EA� 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE S
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
—
Hood 6.50
Ventilation
PERMIT FEt, S
Mobile Home Installation Fee Is
Energy Inspection Fee $
CONST. PE
TOTALFEES.- 726.20
.
ED=
L
KAZ.
0. F EES IMP
X X1
I FLOOD
A
X
X
X
X
This permit is hereby Issued under
of the Butte County Code and/or
indicated above for which fees have
By
PERMIT EXPIRES ON
the applicable provisions
Resolutions to do work
been paid.
Oat..
02-
ReceiptNo. 33163097751o.85
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002
ELEVATION CERTIFICATE
Important: Read the instructions on pages I - 7.
SECTION A - PROPERTY OWNER INFORMATION
For Insurance Company. use::
BUILDING OWNER'S NAME
R%c_AAf-Lb V\0rJQ
Poficy� Number
BUILDtNG17EETADORESS(Indud' Apl,,Unit. Suite. and/or Bldp. No.) OR P.O.XOUTE AND BOX NO.
rz. lb r
Company: NAIC'Number
CITY STATE ZIP CODE 01
PROPERTY DESCRIPTION (Liot and Block Numbers. Tax Parcel Number, Legal Description. etc.) 'L40) 0 - 00:3
BUILDING USE (eg.. Raidentlal. Norrmidentlal. Addition. Accessory. etc Use Comments section it roacessary.)
LATFTUDEA_ONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: L-1 GPS (Type):
00.11W or "Amal NAD 1927 L_I NAD '1983 L-1 USGS Cluad Map L_J Other
SECTION 8 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER
'?,A_ P-1- '
82. COUNTY NAME
I , P%i %4_01 I
53.STATE
C_
NUMBER I I DATE I EFFEPT11VEIREVISED DATE I Z(�!41E(S) I (Zon�!�O. use depth of flooding)
3 10. Indcate the source of the Bdse Flood Elevation I (BFE) data or base flood depth entered in B9.
U FIS Profile L_J FIRM �_J Comnvx* DetenTgned Dj�Orther(Describe): nu("u 'A
311. Indicate the elevation datum Lised for the B�E in 139: U NGVD 1929 L-1 NAVD 1988 MJ Other (Desafbe): C -N C -c- 0 Cjj__,�
312- Istiebuildingibcated Ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1--IYes UNo
Designatiort Date:
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. BuFdrq elevaboris are based on: L_JConsftuctionDrayAngs* UBuilcring Under Consbuction* NIFinished Construction
*A new Elmation C;ertificate YAII be required when construction of the building is complete.
--2. Buildirig Diagram Number t (Select Ihe building diagram most similar to the building for v4hich this certificate is being completed - see
pages 6 and T. If no diagram accurately represents the building. provide a sketch or photograph.)
--3. ElftWi= -Zones Al -A30, AE. AH. A (with BFE), VE. V1 -V30. V (with 8FE). AP, ARIA. ARIAE. ARIAI-A30. AR/AH. AR/AO
Comple(e Rams C3a4 bekw according.to to building diagram specified in Item C2. State the datum used. ff the datum is different from
11% datum used for the BFE in Section B. convert the datum to that used fbr.the BFE_ Show field measurements and datum. conversion
calculatkim t1se the space provided or the Corriments ama of Section D or Section G. as appropriate. to docutment the datum conversion.
Datum L�a2 .1 (-%:., Convierslon�ents + 6 - 9_1 2 U -SGS, OPI-111M
_... . ..... � . " tr1% 16 t.--7 0 Does the eltevadomWerence mark used appear on the FIRM? Yes JA No
• a) Top d bottorn'flow (Imiludlirig basement or enclosure) _q!l ft.(m) 1i
/<*f ESS/1
• b) Top of next higher floor tv 14, 2
T
13 C) Bottom of lowest horbnntal structural member (V zones only) IQ �A fQm)
10
• d) Alached garage (top of stab) fL(m) ': -r_
• e) tamest elevation of machinery and/or equipment In
"AJ 0.
wrvicirig the building fL(m) I -N
9
Q 0 Lowest a*icent grade (LAG) ft.(m)
• g) Kighed adjacent grade (HAG) ft.(M) CIVIL
• h) No. of permanent openings (flood vents) wfthin 1 ft. above adjacent grade t-181 C
• j) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm)
SECTION D - SURVEYOR� ENGINEER, OR ARCHITECT CERTIFICATION
This certficatiort Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certif ti
'y eleva on information.
I cedifY OW ft kftmdon in Secdons A B, and C on Ifts ceftrficate mpresents my best efforft to infefprel Me data avatb&e.
I undeMand"lliftat arvy false statement may be punishable by fine or tirypizpriment under 18 U. S. Code. Sec:66n 1001.
CERTIFIER'S NAME _77 LICENSE NUMBER z 6)
TTTLE r_lvi L L- ou R COMPANY NAME ��()ey Gn& lnl��fik (\G
ADDRESS CITY STATE ZIP CODE
2�� C, C Y -D rs Co'ar;� 4�A 9 G�Q&
SIGNATURE A'],_� L 'A_T�] 7 3�-, h, TELEPHONE "T-Ao- Stle, 'n -log
::�UA P— Ai -11 At Ir- L/
.'r= Qr_�P.-'r-.Cz1nP g:nw rnN-nNt iAnnw Pg=rM Ar.l=.C,' At I Pi:?P"rm icz r=nrnrvk,,
IMPORTANT* In these spaces. copy the corresponding information from Sectibn A -
wffilkl
Unit. Suite. and/or Bldg. No.) OR P.O: ROYITE �vp
STATE C -
For Insurance Company Use:
Poiicv Number
ZIP COOE I Company NAIC Nurnb�r
SECTION 0 - SURVEYOR, ENGINEER, OR ARCIjl`TECT CERTIFICATION (CO,"NUED)
COPY both sides of this Elevabon Certificate for (1) community official. (2) insurance agent/company. and (3) building owner.
Check here if attachments
SEMM E-MKMNG ELEVATION INFORMATION r4liRVEY NOT RECAARED) FOR ZONE AO and ZONE A MffHOUT BFE)
For Zone A0 WW Zone A (without BFE]. complete Items El Vwcugh E3. 9 Vie a0vadon Card6cate is Wended for use as sWpordV
kftmadon Ibra LOMA or LOUR-F� Section C must be coffpbted-
El. &Aft 0V= Number I (Select the buikftng djagr= rnost singar lo the building for which this ceff=te is being completed -
we Ma 6 aw 7. if no diagram accurately mpresents the building. praivide a sketch or photograph,)
E2-1h*1apdftI,n Aw(rcWvVbwAmentorwckm")Ofdmtxdld is Law ftw U4ain-(cm) *bove or L -j below
(thedit am) the Wiest a*cent grade -
E3. Fw Zone AO a*. If no flood depth niurnber is available. Is thh top of fia bottol I faw elevated in accordance with the cornmunitys
Jpbi vrompim ordnance? U Yes U No U Unknown. The local official inust certify this Wormation In Section G.
SECTM F - PROPERTY owNER (OR OWNERS REPRESENTATIVE) CERTIFICATION
The FWally ama or awler's vAwrized representative who conViatim Sections A. B, and E for Zone A (withoId a FEMA4ssued or
commul*tksued BFE) or Zone A0 must sign here.
PROPERW 010CRS OR OWNERS AUTHORIZED REPRESEKTATTWS NMF,
ADDRESS CITY STATTE ZIP CODE
sxmnm DATE TELEPHONE
COMMEM
1_1 Check here if attachments
SECTION G - commiNny wFoRRATioN iopnomw
Th9bWcftWWwb&gwdndbVIaworadkw to adminbilarow cornmitinVtfloodplain mianagernent ordinance can
SecknA.ILC(*r4 and G oflhb EWvadon Cerdkete. C4nVkft to -ipr I 11 "s) and so below.
G1. U Mile a da.,Wb in Section C * was llaken from other documentation 11hat has beeiri Rig F, and embossed by a licensed Surv"w.
0i 11. crarchiltect who b authorized by state or loce! low lo coaffy aWntlon kftmmdm (Indicate the source and date of the
dab in the Comments area below.)
G2- Q A mmiu* dkW completed Section E for a buildhV beated in Zone A (without a FEMA4ssued or comnvx*t4ssued SFE) or
ZoneAO.
G3- U The Mmkig injornmorl (item G4-Gg) is pivAded for comrnurilly floodplain management purposes.
G4. PERMIT NL%Ba GS. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY
I I ISSUED
G7- This permit ha been issued for
. Lj New Construction J-1 Subistantlal lffWOvwlent
G8- Bevatim d asbuilt lowest flow (including basement) of the building is: ft.(m) Datum:
G9- 8FE or (in Zone AD) depth of flooding at the butlding site is: fL(m) Datum:
LOCAL OFP4KS NAME TITLE
Comm TELEPHONE
SK;NATURE DATE
COMMENTS
f attachments-
�:CUA �Aj I Al$r-00 Or -D1 ArS:.q Al I DQP\A" M Pr'%MnN2q,
A. APPLIED TESTING CONSULTANTS
MATERIALS ENGINEERING TESTING AND INSPECTION
November 14,2001
County of Butte
Building Division
7 County Center Drive
Oroville, Ca 95965
Re: Horn AG Building Pad Certification- Chico, Ca
Gentlemen:
We have completed compaction testing on the building pad for the AG Building
located at 13023 Victor Drive in Chico/N6rd, Ca. The A.P. number for this
project is #047-490--b03. Prior to any fill placement the pad was scarified and
compacted. We performed a site investigation and, verified firm native ground. All
unsuitable material was removed from the site. The building pad was constructed
out of in port material with approximately four feet of fill. The pad. was. monitored
and tested at approximately one lfboi intervals up to finished pad,:g'r'ade. The
nuclear density test data sheets and moisture density curve per. ASTM 1.557 are
attached.
Based on -the test data co'dipiled on this project 'and witnessing the darthwork
operations, we certify per Article 3, secti6ns 6735.5 and.6735.6a.of the Business
and professions Code that the pad was properly moisture �Ponditioned a nid
compacted. in accordance with chapters 18 and 33 of.the 1997 Uniform Building
Code.
Applied Testing Consultants is not a licensed surveyor. We do not verify or
certify grades 'or.'elevations. Test elevations are derived. fro'm information
provided by'the contractor and/or the client.
Applied Testing Consultants is not the foundation design engineer for this project.
Designs for consolidation, differential settlement and bearing on fill materials are
by others.
Please call if you have any questions regardi
Very truly yours,
V "Y "U'Y Y"U",
Brad Forsythe
Vice President
Director of Operations
3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 -. Facsimile: (530) 891-4243
A-TeAPPLIED TESTING CONSULTANTS
MATERIALS ENGINEERING TESTING AND INSPECTION
I
Nuclear Density T esting Report Per ASTM 1557
Client: R&R Horn Inc.
Address: 3119 Michael Way
City, State: Chico, CA 95973
Attn: Richard Horn
Project: AG Building Pad
Soil Description: Reclaimed AB/AC: Mix
Report Seq. No. 1
Page: 1 of 1
Date: 10/18101
Tech: B. Forsythe
Gauge #
CALIBRATION DATA:
Density Std.:
IMoisture Std.7
I Densitv Xi
IMoisture Xi
compaction Equipment:
Req'd %
CornDaction Curve No.: T-1
IMax Dry Density: 135.5
Opt. Moist. Content: 9.7
90%
Test #
Test
Depth
Location: Building Pad
Elev.
Wet
Density
H20
Density
Dry
Density
Moisture
Content
%
Comp.
Results
1
12"
Northeast Corner of Pad
FPG-3'
135.2
12.41
122.8
10.1
91 %,
PASS
2112"
Southeast Corner of Pad
FPG-3' 1
138.4
13.2
125.2
10.5
93%
PASS
3
12"
Center of Pad
FPG-3'
137.9
14.4
123.5
11.7,
92%
PASS
4
12"
Southwest Corner of Pad
FPG-3'
134.2
12.61
121.6
10.41
90%
PASS
REPORT:
Arrived at jobsite at 1200 hrs. to perform compaction testing of the Building Pad. Performed 4 nuclear density
tests at random locations, as indicated above. All 4 test results indicate at least 90% relative compaction.
Copies to:
Reviewed byl'-��-
&�- 0
3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243
APPLIED TESTING CONSULTANTS
MATERIALS ENGINEERING
Nuclear Density Testing Report Per ASTM 1557
TESTING AND INSPECTION
Client: R&R Horn Inc.
Address: 3119 Michael Way
City, State: Chico, CA 95973
Attn: Richard Horn
Project: AG Building Pad
Soil Description: Reclaimed AB/AC Mix
Report Seq. No. 2
Page: 1 of 1
Date: 10/19/01
Tech: B. Forsythe
Gauge #
CALIBRATION DATA:
Density Std.:
Moisture Std.:
IDensitv Xi
Moisture Xi
Compaction Equipment:
Req'd %
Compaction Curve No.: T-1
Max Dry Density:
135.5
Opt. Moist. Content: 9.7
90%1
Test #
Test
Depth
Location: Building Pad
Elev.
1FPG-
Wet
Density
H20
Density
Dry
Density
Moisture
Content
%
Comp.
Results
5
12"
South east Corner of Pad
1.5'
137.5
11.61
125.9
9.2
93%
PASS
6112"
Northeast Corner of Pad
FPG-
1.5'
139.4
12.31
127.1
9.7
94%
PASS
7
12"
Northwest Corner of Pad
FPG-
1.5'
1 136.3
12.2
124.1
9.81
92%
PASS
8
12"
Southwest Corner of Pad
FPG-
1.5'
136.6
12.6
124.0
10.2
92%
PASS
REPORT:.
Arrived at jobsite at 0800 hrs. to perform compaction testing of the Building Pad. Performed 4 nuclear density
tests at random locations, as indicated above. All 4 test results indicate at least 90% relative compaction.
Copies to:
Reviewed by:
0
3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243
ATrAPPLIED-TESTING CONSULTANTS
A - --
MATERIALS ENGINEERING TESTING AND INSPECTION
Nuclear Densitv Testina Rei)ort Per ASTM 1557
Client: R&R Horn Inc.
Address: 3119 Michael Way
City, State: Chico, CA 95973
Attn: Richard Horn
Project: AG Building Pad
Soil Description: Reclaimed AB/AC Mix
Report Seq. No. 3
Page: 1 of 1
Date: 10/22/01
Tech: B. Forsythe
Gauge #
CALIBRATION DATA:
Density S td.:
Moisture Std.: IDensitvA:
I Moisture Xi
Compaction Equipment:
Req'd %
COMDaction Curve No. : T-1
Max Dry Density:
13 5.5
Opt. Moist. Content: 9.7
90%1
Test #
Test
Depth
Location: Building Pad
Elev.
Wet
Density _
H20
Density
Dry
Density
Moisture
Content
%
Comp.
Results
9
12"
Northeast Corner of Pad
(cD-FPG
140.1
12.4.
127.7
9.7
95%
PASS
10112"
Southeast Corner of Pad
(cDFPG
141.4
12.11
129.3
9.4
96%
PASS
11
12"
Center of Pad
@FPG
138.9
13.11
125.8
10.4
93%1PASS
12
12"
Northwest Comer of Pad
FPG
140.3
11.9
128.4
9.3
95%
PASS
13112"
Southwest Corner of Pad
I@FPG
137.3
12.6
124.7
10.1,
93%
PASS
REPORT:
Arrived at jobsite at 1300 hrs. to perform compaction'testing of the Building Pad. Performed 5 nuclear density
tests at random locations, as indicated above. All 5 test results indicate at least 90% relative compaction.
lCopies to:
lReviewed by:
1&— 0
3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243
A--N� T�c APPLIED TESTING CONSULTANTS
MATERIALS ENGINEERING TESTING AND INSPECTION
ASTM 1557 Moisture/Density Curve
Client:
Address:
City, State Zip:
Attn:
Project:
Soil Description:
Sample location:
Sample depth:
Trial No:
Water Added
Gross compacted wt:
Container Tare:
Net compacted wt:
Wet density, pcf:
Dry density, pcf;
Pan No:
Gross wet wt:
Gross dry wt:
Pan tare:
Net dry wt:
Moisture loss:
% Moisture Content:
130.0
129.0
128.0
127.0
CL
126.0
125.0
124.0
123.0
122.0
121.0
120.0
6.0%
R&R Horn Inc.
3119 Michael Way
Chico, CA 95973
Richard Horn
AG Building Pad
Reclaimed AB/AC Mix w/ Native
Jobsite
N/A
1
2
3 4
0
100
200
7324
7523
7423
2724
2724
2724
4600
4799,
4699,
135.2
141.1
138.21
125.2
128.81
123.71
1
2-1
3 -4
941.9
969.81
822.7
878.3
892.3
745.3 -
83.1
79.4
83.9
795.2
812.9
661.4
63.6,
77.5,
77.4
8.0%1
9.5%1
11.7%
Sample No: T-1
Date: 18 -Oct -01
Tech: B. Carter
Sample Weight: 15,000 grams . I
Rock Correction'ASTM
D4718
Total sample wt:
53.75
+3/4 rock wt:
12.9
% of +3/4 rock:
24.0%
Specific Gravity of +3/4:
2.60
Rock adj. density:
135.5
7.0% 8.0% 9.0% 10.0% 11.0% 12.0% 13.0% 14.0%
Moisture Content (% of dry weight)
Max density from curve: 128.8
Max adjusted density: 135.5 pcf
This test was performed per ASTIVI 1557
Optimum moisture: 7%
Reviewed by:
3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243
Ded 17 01 09:27a- RTC (530) 891-4243 P.1
APP LIED TESTING CONSULTANTS
9LTC 71 IT?
MATERIALS ENGINEERING TESTING AND INSPECTION
Dailv BOLTING INSITICTION Report
DATE: 12—S INSPECTOR- L/ (20 1
CLIENT: Mc, (Sri
T.61— --j"f�c�-40 Tension
(in dia) Obs)
M,SCRIPTION017 WORK
PROJECT: -V-alz V40'e-,j S4.,?
-iii-1--imprict Test
I CSFfurque 'url) of tile N
III -Il past sms"O I (sec)
*ArrIN-cd;i1Jobnt 01�0 firs. V
IT o perform spj:c".Il inspe r -
I I xtion of sticli-efli boltinc W4f/*-S
'it the
*Before tightellul,1, Ilic bolts we %crifi,-d that the material.,; itsed In fli's assemblY %%,ere in
Coll forma nce vu th the requ Irem,:nts of szction 2 (Bol is r Nu is, Waslicrs and Pa lilt) and section .3 ,
(1301U -J Parts) of the RCSC Sp,:cl ficat ions.
Mw bolts uscd in this stritclurc ire S/q 490 gra& high strcnoth
,, diarnete -A
,-,�tcllslojl indicator bolc� %vithout hard,�ncd mcd %%1.9,�mfalh hardmcd stc"e�l nuts,
Dellyed Wrificition Inspection (11'stnilation is (:
.oniplete priQr to iri-ii-al) -
Delayed Verification Inspection -- NX'c %%ere llot I I I
pirc.scoc durin- th,., instillal'on of the hi -h
bol(s or tlic' tonciollinze? ofjolllts. The Wlaycd N'crification Inspation procedUrc %%:ls
performcd por sectioll SIM of t1w Rcs(" SjvcI flca'( 10115.
Pradc usod III This Strklclklr,� w cl . c t12il(CIWd In th,� Skidniorc t,:i.islcin-indjcarW", device Using
I calibrated f00,' I)OUnd oil tl!,, wcoch N\cr%� rwrd,:d fur
each bolt sizc III 011tr (I) cm.�-,,.Kq) Icst torkluz- To pro., Id, ,. t"nsion not Jess thall five
1)%�ruji,, in cxuss oftlic min'1111"131 spc,:Irw;,j '111 Ttbl,: 4 o"thc Specifications. Thc
inspcotilic m-ench \\-1j 111"Il.ipplixi (1') 10 jXrccW of tho 1),)I(z 1j; 11w �uucltm:. but nor Icss than 2
11" iVI'\ ,I, I"I"11 It"Im. 1),)I! f;,;,
'�'l hore werc i trital of bullsi;I III,* stritchir,'. were ti-I-Itened usm- tile ibove
mentioned proudkire
3060 Thornucc Drive. Ste. 10 - Chico, CA 95973 - Te1cphonn: (530) 891-6625 - Fac�simile: (530) 891-4243
Dec 17 01 09:27i RTC
Method of* Tiolitenliv, Installation)
I.- I , (Inspecticio diii-in-a
(530) 891-4243 P.2
(DY—Torque Wrench NV/ Washers -- The Calibrated Wroich'I'lulitcolm, "IC1110d \\is used
per SwIon S(d)(2) of the RCSC Specifications. A rcprci:%:nj.IIiv,: stmplc of bolls froill each
diameter. lcm.,0j. ind ,mdc used III ihis) stjumir,: \%\:r,: u,"Iltmcd III Ow Skidwore W1111611 tension-
indicatin'- dcvice usim, I calibrated d1il-indicator torque v rellcll. (,.;) fLot 1)�,(Ind rcidlo%,., oil the
wrench N\cre rccordai for each boll siz,: in order to establish in a\cragc ot) w5t tortitic to I)ro\1(1\:
on nvt less thaii fivc percent III excess of Ile tcl)5,011 Spec'fiej ',I Tible 4 of flic
RCSC Sp,:ci F. cat lolls.
Impact Gun \V1 Washers ------ -- Ilic CzOlbriccd Wrench T1,14itcnim, 111cillod was used
per Section S(d)(2) of the RCSC Specifications . A i-cprc-sciliative sample of 3 , balls fruill cach
diameter. len-th. and vradC Used III [III$ s(Ilictul,c \%cr%; (Whwiwd III III,; Skidillol'v' \Vllllellll tClI5iOII-
indicatinu dcvice using in Impact %wcoch. \Vc rccordcd ille alljotilit of Ifflic (III secondi) illat It took
to aclile% e III,: r%:qtiircd tension for cult boll size. _3 , tinic rcadmos wcrc recorded for nch boil slz��
In
in order to cstabli3li in avcrige job wst time to provide a tension not less diail fiVc PcrcclIt
MOS Qf the MIS1011 -yccIfi\;d in Tible 4 of the RCSC Specl fical lolls -
Turn of lite Nut ----- No wish,!rs were used III this asscilibly- so the Tom -of* -Nut
Tightening method was used per Section 8(d)(1). A rcpri:.scntauv,; samph; of _3 , bolis from each
diaincter? lew-th, and gradc tiscd in this wticture i%crc tightencd in the Skidmore Willielin Ictislon-
indicatinS, do -ice. 'Mis was done to vcrlf�- the estimated snug -tight condition and to ensure that the
controllill'o turns past snug -tight per 1'able 5 %\111 develop a tension not less than fivc percent
grexer th.in dic tension reqLiired by T.ablc 4 oftlic IzC I
,CS spec'fic.it'011s. we also vcrk icd that tlicrc
%\as 110 rotation of in%- of the bolts during the tic; iteoing operation.
Torritic Imlicitor Bol(i \V/ Washers ------ - Flie Direct Teasion Indicator Tightening nictliod
was used jx�r Swion S(d)(4) of the RCSC Sixcificitions. A rj:pIcseIIj3t*\e sainple of 3 bolts from
each diameter, Ictig-th, and ornde tiscd III this smicture were ti_II(cjIM III the �kldmore Willielm
.3 In
tension-indicitingg device using a Sile.tr Nvi-ellell. 3 foot-pound
0
waduws wcrc taken for cach Wt size in order to % er'fv that the Direct TLnslon Indicator Bolls
were achicvIng a mision not Icss than five porecut *11 excess of Ilic njilliIIIIIIII tension rcqttircd (per
I'able 4) bcl�r,; yIcIdln,, as specified in Section S(d)(4) of the RC.SC Spcelficirlolls. The
s "f
pecl ications of the tensioii itidicator bolts
ind the slie.ir wrench are atiaclicd.
`�- ach bolt asscinbly \\.is Installed aod 1Ijitcncd to I soLng-li'viii woditivo bY III\; conux:Eor prior to
%\cl": .1 lotal of bolts III [lie �IrvCtvre. #4jL \%crc (Iolitened usln�, the above
�ed oil tic ibovc mcolloncd procedur,:. it is oorjudomcni: ih2( all A-,_75 high s(MIL111 bolls
installed in dic stnicture have bmi properly tensioned :tl accol-dailce mill Ole RCSC Spc6ficatiolls
for Stnictur.-il Joints contained in the AISC Minull for Steel C01*11uMoll.
Problerns/Discrepancie.s:
Depnried thcjob a; fz.00 III.S.
rf t
W"
COUiVTY OF B UTTE - DEPARTMENT- OF Pfl�kLQIPMENT SER Vlj��S_ZB,,(JILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALEFORNIA 95965 - TELEPHONE (530) 538-7541
PE"IT APPLICA TION DA TA SHEET y
ASSESSORPARC NUMBER:
OWNER. IftwAn
Proposed Building Use: ��dr, Building Inspector: Date: Y- 7-61
At time.of permit application,14 was ad"sed the foffowing data must be submitted prior to permit processing and/or issuance:
Date Received By
All items have been submitted ----------------------------------------------------------------------------------------
E12. Plot plans, 3/4 sets, signed by the preparer of plans - --------------------------- L --------------------------------
E13. Complete pl . ans, 3/4 sets, signed by the preparer of plans - ------ :� -----------------------------------------------
E14. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans - --------
115. Engineered trtiss details and layout in duplicate (required prior to plan review) No faxes! ------------------
06. Energy Design Compliance and supporting documentation - ------- T ------------------------ a� ------------------
El 7. Statement of Intent for Non -Heated and A/C Buildings - ---------------------- " ------------------------------ -
0 8. Hazardous Material Form - ---------------------------------------------------------------------------------- --------
U anufactured Home data and installation instructions including Tie Down Specifications -------------------
Feesof S ------------------------------------------------------ ----------- /0
Impact fees as shown on the attached schedule - ------------------------------------------------------------------
I-alifornia Department of Forestry plan approvaYfees - ---------- 7 -----------------------------------------------
3. Flood elevation certificate. A, --------- D.6.0-4 -------------------------------------------------------------------- Oj iAl re -6
Sa*mitation and plot plan approvaIC" Health Department - ------------------------------------------
:115. City of Chico plumbing permit - -----------------------------------------------------------------------------------
Plot plan and business license approval from the City of Biggs - ----------------------------------------------
1117. Planning approval for (A) Use: (B) Parking: ------
---------------------
ta t Land Development about El Improvements, 11 Drainag gal Par
-------- ---
c -------------- -------
t Permit for driveway (conkmction approval prior to V'r,4e ------ -----
C n
o 4
c
En oa �7 en occupanc
Pr tjo =Q=:::—
*020.* ec- n for required. Request to Builking I ed or on_'
El 2 1. contractor's license information. (Number, Name Style, Classification) - ------------------------------------
0 22. Workers' Compensation carrier and policy number - ---------------------- : -------------------------------------
023. Owner -Builder Verification (Given to owner El, Mailed to owner El) - ---------------------------------------
1124. Letter of signature authorization - -------------------------------
0�5. Recorded copy of Agricultural Acknowledgment Statement.
E126. Letter of intent on building use - ---------------------------------- 7
E127. Manufactured Home utility clearance - --------------------------
1128. Existing violations and/or expired permits - --------------------
029. 0433 A, DGrant Deed, 0 M.H. Title, 0 Check to H.C.D $
E130. Other:
(Date)
WhpLyou issue the permit, process as follows 0 Mail to owner, Dyail,to contractor.
M'Telephone '73q- 3q919 and hold for pi p at ffi fi,,. 13 DelLvff
4 -0 c _,4ith inspector.
/2 U C_ 7- 1,2 e. V/ 4F W /0// 0/0 1 R t;. 17/ /�/� le�)l
Applicant:
Copy of Haz-Mat form sent 0 Health Department, 0 Fire Department, 0 Air Pollution Date: bv:
Copy of plans sent 11 Health Department, 0 Fire Department, 0 Date: By:
1. Index permit application for the above items numbered: Plan Check List
2. Additional items required:
Contractor, designer, owner, was advised of the above required,data by Vphone, 13 mail, ii Building Division counter, by Date: Loll? / F ID I
Contractor, designer, owner, was advised of the above required datlby o phone, o mail, o Building Division counter, by Date.
Contractor, designer, owner, was advised of the above required data by o phone, o in", o Building Division counter, by Date:
Contractor, designer, owner,*was advised of the above required data by ophone, o mail, o Building Dw** i n counter, by Date:
Plans reviewed by: Date: Plans approved by: Date:
"tiz,§ets of plans on hold in 0 Plan Cabinet, 0 A.P. folder. Note transfer by: 15. -Date:
V.11—
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
E.H. USE ONLY
Plot Plon AnmhZ�-C
Floor Pl- Art h d
Sent to 8.0.
0y, in 7- 41-76 - c)o3
Owner Location AP#
Plan Approved for: Sewage Disposal I -v -Z Water Supply: Public Private Well
Clearance for --dwallIaq. Other 177e,� 01,6,1177h
Hold final for:
Final clearance O.K. for:
NOTE:
Environmental Health Specialist
8/96
Date
Name 1HORN'RICHARD'
Addrl 13119 M I CHAE L WAY
Addr21CHICO CA 95973
Addr3l
AdMF__�__'
Comments 14749000300 CONVERTED 09/08/88
Creating D�6#F§9192610200 DateF
Current Doc#FgiAy� 7 Date P��
Killing Doc# I Date I
Asmt DescJ003.1 0 AC VICTOR LANE SuplCnt[0
Zoning R .00 Dwell
Adresf_0 00 N/C[64-7—
Q��
Asnit # 1110150,1211111UMN -�ee'# 1047-490-003-000
Status JACTIVE Status Date
T6 [00-0 INORMAL OWNERSHIP TRAP F2-024
Situs
Base Dt
AbPres
-Etal
F Notes
r— Bonds -
F Multi Situs
Flagl
Flag2
�F Asmt PP Pen
r- Tax PP Pen
Appe'a"l Pending
Split Pending
Structyfe —0
Fixt6res 0
Growing 0
Total L&I 31,789
Fix. FiF 0
MH PP 0
PP 0
Exemr)d 0
Net 11
R/C#j
T/R DtF_
R/C StatF_
TT I SIT I
F2001 Isa, 07125120013:27:21 PM
Find
•
O
7-490-003
7. 7 - - , , - , I . "', I . . I . I i I lm� I I I I I - , - A I I I I . I III - I I I . . I . --L.-I .
047-490-003 01-2252
HORN, RICHARD
VICTOR DR, CHICO
STEEL AG BLDG FLOOD ZONI
f
09/27/01 THU 12:44 FAX 892 1324
lao0i
RICHARD MORN
3119 MICHAEL WAY
CHICO, CA. 95973
PH (530) 342-8655/ FX (530) 892-1324
N
SEPTEMBER 2-7, zool
TO: BUTrE COUNTY PLANNING DIVMION
ATT: LARRY PAINTER - BUTTE COUNTY PLANNING TECH II
FAX: (530) 538-7785
RE: AG. BUILDING PERMrr FOR AP 047-490-003
PLEASE LET THIS LETTER SERVE AS NOTrCE THAT THE METAL BUILDING I WISH TO BUILD ON
MY PROPER'TY IS NOT FOR BUSINESS PURPOSES BUT FOR PERSONAL USE. I HOPE TO 8UILO
A HOME ON THIS LAND WITHIN THE NEXT YEAR. IF YOU HAVE ANY OTHER QUESTIONS
PLEASE GIVE ME A CALL. THANKS FOR YOUR HELP IN THIS MATTER.
SINCERELY YOURS,
RICHARD HORN
RD E C EOW E
SEP 2 8 2001
BUTTE COUNTY
PLANNING DIVISION
NOTES T RESIDENTIA L V1
047-490-00- 02-1170
PERMIT NO. HORN, RICHARD
_LN�!VICTOR DR., CHICO
Z Ile- CONT: TR CONST.
NSF W/GARAGE
o
IVM,,2
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER'
OFFICECOPY
Address
'dd ress
GAS
M A
eter By D *at
L C
ELECTR41
Meter By Date
JOB FINALED (Date) ZA- 03,
Signature
V= OK
O=NotOK
Not Applicable MOBILE HOMES
Not Ready
Date MOBILE HOME UTILITIES (Plans) OK except #'s
1. ZoniAg Requirements -Setbacks -Easements,
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/0 -Concrete
4. Water; Location -Test- Easement Needed (Sketch)
5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap;-/ /"L'ft.
P Nat. or / /"L"ft./ PLPG
7. Well Clearance & Disconnect
8. Utility Clearance
,Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK except #'s
1 .
Zoning Requirements -Setbacks- Easements
2.
Footings; S ize-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- Reg ul ator-Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
12.
Permanent Foundation Only; License Decal
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
MISCELLANEOUS
_r.:,DAte DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements -
2.
Footings; Soi Is- Size- Depth -Spacing-Connecto rs-Steel
3.
Decks; Girders and/or Joists -Decking -Bracing -Stairs- Rails
4.
Wood Awn.; Posts- Bea ms- Rft rs. -Con necto rs
Shthg.-Frg-Bracing
5.
Alum. Awn.; Colu mns-Co nnections- Splice- Decal- Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; N ai ling- Ve neer-Stucco- Mesh
10.
Roof; Shthg-Roofing
11.
Exl.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
I .
Setbacks- Easements
2.
Soils; Compaction- Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Dislance-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- Pane Iboards- Ins. to Main in Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
V= OK
0 = Not OK
- = Not Applicable
* = Not Ready RESIDENTIAL (Single & Duplex)
Date derPoor (Plans) OK except #'s -Rate _.,-FRAMING (Continued)'
t:��O-9-Selbacks- Ease ments- Flood -S lope 453"Hapgd-rs-Posl Caps -Anchors -Connectors
4(;>ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 4'�.'Cl�g-Joist-Rttr. Ties- Purlin- Roff Brac.-Truss-Shting.-Rfng.
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4& -*fireplace Ties or Type A Flue -Fireplace Throat Clearance
4,V, Po ches & Decks; Soils -Steel-/ /" Ftg. Depth 49. A!P!±ccess; Size & Romex Protection- Draft Stop -ins. Baffles
%��`Slemwalls, Main; Steel- Blockouts-Wrapped &5,'9dpWindows or Exiting Doors -Sill Ht. & Dimensions
6. Stejnpalls, Garage; Steel- Blockouts-Wrapped Slelllarage Fire Protection Framing
�2�� Do -ns and Special Anchors 52. Propqfty Line Firewall & Openings
V.Aab, Steel-Wrajp6d 5N.�. Dpors-One X -Check Garane 3rd Story. 2 Exits
Piers -
1 /-%9. D.044" Fall- Fitting -Test -2 Way C/0 -Sewer Test
10. ��.s Pipe; Size Anchors - Yard Gas Piping; Size Test
'le -water Pipe; Test -Anchors- Reg ulator-Service Test
[12. Electric Underaround
14. Giro'grs-Sills-AnchorBolts-Joislr--Vents-Cripplos--'DWV.4 1+
15. Access & Ventilation
16. Insulation
Date 6 Card B-1 r� J2 Z Date Card B-1
Date/,, - j Y L -t Card B-1 _,W,00'1 Date Card B-1
Date PLUNIWG Wermit) OK except #'s
J!:j��Htr.; Vent -Access -Combustion Air Baffle
Test & Anchor -Nail Protection
Lge'O.W.V.; Test Fittings & Anchor -Nail Protection
20. Shower Pan; Test, First Floor -Tub Access
21. Tlt<ub & Shower, Second Floor -Tub Access
,9'�Gas Pipe; Sixe & Anchors
Date Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELgeRICAL (Permit) OK except #'s - -
2&,*4ixtur!,,Le'�ransformer
Clearance -ins. Protection
24.LW.15-'A'-`cepIacles
Spacing -Lights & Switches at Doors
2
. ize BPxl5i-& No. of Conductors Stapled
-267-1`110'3W5r�pstalled
Close to Edge of Studs & C.J.
27
.:::E�Ground made up w/Mech Fasteners -Bond Gas & Water
26.--2Appliance
Circuits in Kitchen & Conductor Size GFI
29.
Subteed Wire Size / ga. Cu or M-A.C. Wire Size /0 -/Wu or A]
30.
Range Circle / ga Cu or Al -Oven Circ. gaog& At
Insulated. -Neutral Q Yes 0 No
31.
SepAce-Riser Conductors & Ground Main Disconnect
EqujiyClearances Panels- Motors- M ech. Equip.
3�-�10_1145`61oset
Light -Shower Light -Spa Light
3T.�S-moke
Detector
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
M��NICAL (Permit) OK except #'s
384--K-g,llucts
insulation & Support
t46-"�ent
Fan, Exhaust above insulation
37.
Cop#6nsate Drain & Overflow, Size & Grade
311,4urnace-vent
Access -Comb. Air -Return Air Vent 115 outlet
39.
Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date _.PAAMING,(Permit) OK except #'s
& Anchors
477 ft�ng Walls over Gi��l f Nailing
41!�Q�p in Walls! Crat gpefr
Nil,�FXStops, Furred Ceilings -Stairs -Chasers -Tubs
48""Headers & Beams -Size & Bearing I
54.--515ir4;,,Width-Head roo m- Rise- Run -Landing- Fire Protection
55!f!�yw2od on Roof Overhang -Attic Vents -Rafter Outriggers
56. Kinu-Nailing Veneer
vlesh-Drip Screed -Fd. Vents-Underflr. Access
Area -Glass Protection-Skvlia hts- Plastic
60. Brace Interior/Exterior Wall Panels
61. Ins ulation-Wal Is-Ceili ngs
62. Infiltralion-Walls-Windows
Date Card B-1 Card B-1
4 Date
Dat!U,W -/-J-Xard B, I gt�� Date -Card B-1
Date FINAC(Pja6s),ok except #'s
Alf. �WSIeps-Door& Sidelight Protection -Landings
61f'Smoke Detector
urnace Vents -clearance- Comb, Air-Connector-
eln Garage; Above Floor- D ucts-M ech. Protection
Bedroom Exiting
V,G.F.I. & Bath Fixtures & Tub Access -Spa
-de Elec. Trim & Subpanel, Breaker Sizes & Labels
--egl.�Stairs & Rails
Z' Fireplace or Stove, Clearance -Hearth
fl. Elec. Outlets at Wood Panel, Int. & Ext.
zt Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
'/3'. Elec. Outlets & Receptacles at Kit. Counter
7/'Garage Fire Door; Swing -Landing -Closure
7!5' A.C. Duct in 'Garage -Damper
77fflr. Htr.; Vents -Clearance -Comb. Air Connector- P. R.V.
in Garage; Above Floor-Mech. Protection
7-/'Plb., Elec. & MecW`Equip. Listed for 1-966ition
78/Elec. Receptacles in Garage (F.F.I.)-Romex Protection
761 ns ulation- Foam- Looked in Attic
846' Guard Rails & Deck Construction- Post Caps
Fdn. VBents & crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Flo -or Q Yes
Following Instid./Drive :1 Yes :1 No/Walks :1 Yes :1 No/Planters Q Yes :1 No
7- al'�OA3. Stucco Brown -Finish
Be A.C. Unit Disconnect, Electrical- Plumbing
Rr.'Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
:�.WWat.r Well, Disconnect, Electrical, Plumbing
8W."Exterior Elec. Trim, G.F.I. Receptacle- U nderg round
VrVe-nt-ilation hroughout House
8011,9jass Protectioq
91irrorrectiont';ram'�<Qyious Inspections
9nas Test Meters Tagged, Gas -Electric
c*' water & Sewer Connected -C/O to Grade -HO Approval
96.';nergy Compliance Certificate -Other Certificates
44*" Address Posted
Date 0"-'j Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
........... ...
,COUNTY OF BUTTE,
'-*:-;6UILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street. * Chico, CA * (530) 891-2751
7 County Center Drive - Oroville, CA - (530) 538-7541
CORRECTION NOTICE
OWNLR PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at th,----
above address and should be corrected. Please notice this office when correction of work is
completed. It you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
V
Date Inspector
REV 10/92
--!COUNTY OF BUTTE-
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street e Chico, CA * (530) 891-2751
7 County Center Drive Oroville, CA (530) 538-7541
CORRECTION NOTICE
//,�/Y. pc-)
OONER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. It you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
L1119 r
Date Inspector
REV 10/92
COUNTY OF BUTTE'
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street - Chico, CA - (530) 891-2751
7 County Center Drive - Oroville, CA * (530) 538-7541
CORRECTION NOTICE
Hdl--I,-1 05;� I �1:7,-,)
IWNER PER6T NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact)M—soffice immediately.
1116- "1
-7-61
'4'/
0
11-0
I L
.................... COUNTY OF BUM ........
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street - Chico, CA - (530) 891-2751 7
7 County Center Drive * Oroville, CA - (530) 538-754,1
CORRECTION NOTICE
1/';VK-" 1170
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed., Ify)ou have any questions pertaining to this matter, or need additional expla'nation,
please cont4611 this office immediately.
,4 �, 7__n 1 '*-1 _ /,, - , '._, /�-J4 'A� /, / ,,-
314/- A i 1 1* e -T- t,- � 0
1011' IJ 1-1 - 9 1 - - 1 0 -1 - - I / -
fl, L
Date 62 2-71 07 Inspector
REV 10/92
91 1 1%
. . . . . . . . . . . .
COUNTY OF BUTTE
BUILDING DIVISION 4,
0
DEPARTMENT OF DEVELOPMENT SERVICES
-'Al
411 Main Street * Chico, CA e (530) 891-2751
7 County Center Drive * Oroville, CA * (530)'538-7541
CORRECTION NOTICE t
117e
bWNER PtRMIT NO. "A
Al
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office -when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
� A
70
I �
V(.11" -[r 1 y/Yj/ L --;t A- CJ/C//(-
V V1_7
7
'jG3
4
A
Date!�Z O�. Inspector
REV 1106/92
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street - Chico, CA * (530) 891-2751
7 County Center Drive Oroville, CA (530) 538-4541
CORRECTION NOTICE
OWNER PERMIT NO.
A routine i9s'pection indicates that the following violations of butte county Ordinan es exist at the,
C
-p
above a d ess and should be corrected. Please notice this office when correciion of'w'o'pkis',
�dr
c"pI It you have any questions pertaining to this matter, or need additional exolanationit'
pl( a contact this office immediately.
V(.11" -[r 1 y/Yj/ L --;t A- CJ/C//(-
V V1_7
7
'jG3
4
A
Date!�Z O�. Inspector
REV 1106/92
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Ciroville, California 95965 * Telephone (530) 538-7541 p
APPLICATIONAND PERMIT 271
(Rev. 12/96)
ASSESSOR PARCEL NUMBER
047-490-003
ZONING
BUILDINGPERMIT
OWNER
RICHARD HORN
TELEPHONE
624-7671
SQ. Fr. OCC. BUILDING VALUATION
2727 R 147 25&00
=!L�
01�,S\Vlq AD K
t JneA CC) A Sell Z)
816 U 140688.00
CONTRACTOR'S NAME '
TR GONSTRUCrION
I TELEPHONE
514-8818
120 C 1,56 .00
CONTRACTORS MAILING ADDRESS
730 _ COURT, CMG0, CA 95926
I JPM
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $ 163,5 .00
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $ 20.00
Permit Fee $ 863.50
ARCHITECT OR ENGINEEWS MAILING ADDRESS
Plan Checking Fee $561028
BUILDINGADDRESS N,;50R'b VICMR DRM, (HIC0
Energy Plan Checking Fee $ 23.00
PERMIT FEE $1467.78
LOT NO.
SUBDIVISIOWS NAME
M
IM -M
PLUMBING PERMIT Filing Fee 20.00
USEOFSTRUCTURE
SFXX Duplex 0 Mobilehome 0 Other
SPECIFY
Each Trap 111 7-0077.00
Solar or heat pump water heater 23.00
Water piping 15.0015.00
Each gas water heater or vent 15.0015.00
TYPE OF WORK
New)Z Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0
Describe Work: 3 BEDROOM
Gas piping system I - 5 outlets 15.00
Building sewer 15.0015.00
P
Mobile Home IS I GI W1
-
PERMIT FEE $ 157 - 00
ELECTRICAL PERMIT Filing Fee 20.00
( 80.0�V O.R LESS
Main Service . AD .. ) 23.0023.00
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 fA force and effect.
License Class 45 Lic. No. — 7Z % 93:2,
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
0 1, asowner of theproperty, ormy employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
0 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
0 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
0 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.
0 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
Main Service 200A TO 1000A 46.00
NEW CONST. DWELLING OCCUP. so '124. 001
OR ADDNS. & ACC. BUDS. 3.50Fr.
NEI�.C.ONST. M Lrio
NO I. CUn. 97.50
&PSOWER APPARATUS
NGLE OUTLET CIR.
j 20 @ 1.00
Ex. Occup. OUTLET OR FVTURES SAL @ .50
Ex. Occup. P(RES,15.) E 5.00
OUFITX.ED A LNS OR..
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wirina 23.00
PERMIT FEE $ 167, QQ
MECHANICAL PERMIT Filing Fee 20.00
Heating 1 2c) -on bo.00
Cooling 1 go -on Igo -00
Hood 6.50 C, _ gn
Ventilation 3- 50
2n.-; firinplgrp 5
. --L -
PERMIT FEE
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' compensation provisions of section 3700 of the Labor Code, I shall
fo h�fith C ly with those provisions.
X za� Date j5��2�
Signature of Ap_pr_ic–W- [3 owner 0 Contractor 0 Agent/ /
An OSHA permit is required for excavations over 60" deep and dem(?fition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $ 46 00
C .
occ PE
TOJAL FEE
1z -3 --$ 19-32179
'MZ. I D. FEES
f��Vi
Y�l
ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above fo h" h f es have paid.
B Date
y
PERMIT EXFfIRES ON
I 111(patei– / ---'
ReceiptNo. 353468/�664.28// 2,=�(J= 11770K 7
WHITE-D.D.S.-B.D. CANARY -ASSESSOR —PTRK-INSFECTOR ' GOLDEN ROD -APPLICANT
W7
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroyille%AQX95,44 hone (530)538-7541 Fax (530)538-2140
PERMKRAP-11CATION DATA SHEET
OWNER: �ASSESSOR PARCEL NUMBER
Proposed Building Use: nter Technlic Date:
Cou ian: +
Items required in order to apply for a permit. All boxes WST be checked OR mar NA in order to apply.
1141. Plot plans, 3 or 4 sets, signed by the preparer of the plans.
Complete plans, 3 or 4 sets, signed by the preparer of the plans.
3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stani�edan� signed calculations.
4. Engineered truss details and layouts in duplicate. No faxes!
e..N 5. Energy compliance design and supporting documentation in duplicate.
0 6. Manuiactured homes: (A) Data sheets and install.ation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
foundation plans, all in duplicate.
0 T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. -All of these must be stamped and wet -signed by the engineer.
y-,
,#;�4tems required for initial'plan review. If checked items have not been received, plan review cannot proceed. The permit will be
ind ed and returned to the plan review line-up when required items are received.
Date Received By
8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
0 9. Plot plan atd business license approval from the,City of Biggs ....................................
-0 10. Letter of *intent for non-residential"buildings ............................................. ; ...........
341',Oi,'�D&tached Accessory Building Form filled out by the owner .....................................
0'_�42.'-'H�iardous Material Form ................................................................................
0 lj.-�'Other
tiRealming items needed to issue the permit. (May require addi review upon)receipt of the following items.)
e.-
5 . Stat
es' as shown on the attached Schedule of Fees Due Shezz .......................
Statement of Intent for Non -heated and A/C Buildings .............................................
§anitation and plot plan approval from the Environmental Health Department in (, -116EC,-�
0 17. City of Chico Plumbing permit ........................................................................ *
0 18. California Department of Forestry plan approval 0 paid. Sent by: ..........
Check:
0 19. Planning approval for (A) Use: Q (B)Parking: (C) Parcel
�20. Contact Land Development about 0 Improvements, 0 Drainage ...............................
Of Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
0 22. Pre -Inspection for . required ...... i .........
0 23. Contractor's license information. (Number, Name Style, Classification) ......................
0 24. Worker's Compensation Carrier and Policy Number .................................... * .......
0 2�/Owner-Builder Verification (0 Given to owner, 0 Mailed to owner) .....................
4' ' Letter of Signature authorization ....................................................................
7. Recorded copy of Agricultural Acknowledgment Statement .................................... CP C�4p
-.28 Manufactured home utility clearance ...............................................................
0 29 Existing violations and/or expirEd permits .........................................................
0 30 0 Grant Deed, 0 M.H. Title/Statement of Facts, 0 Letter from Legal Owner, 0 Check to H.C.D. $
0 31 Other:
When issued Telephone 1, and hold for pickup.
I have been informed of the
plicant:
j
e items and requirements for obtaining a building permit.
ate:
1. Index permit application for the above items numbered: /Vil
____2-AAditional items required
�signer, own er, was advised of the above da4by ho'ne,, 0 mail, 0 counter, by
Contractor, designer, owner, wds advised of the above data by phone, 0 mail, 0 co;��Y,
Plans reviewed by: _Date: 1, p_-#I?ns approved by:
Structural reviewed by -,,,o ate:.:;� ructural approved by:
Note transfer by: e_' j
Yellow: Building Division
Plan.Check'Letter
-Date:
-Date:
Date:�
Date:
CV. 3 Z_
E.M. USE ONLY
$402 Plan Attached 19R
Floca, Plan A-4-�d��,�
Saw to G.D.
TO: / Buildi ng Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
Owner Location AP#
Plan Approved for: Sewage Disposal —X Water Supply: Public Private Well
Clearance for d3ual.11ag. Other 3 &62z2 Avme-
Hold final for:
Final clearance O.K. for:
NOTE:
r --z z I
Environmental Health Specialist
8/96
Date
*I-
i
BUTTE. COUNTY SCHOOLS IMqACT FE# CERTIFICATION FORM
Them per Building)
School District. Building Department No.
A.P. Number q-03. Jurisdiction: = city County
Property Owner LC31 a A rp
Property Location/Address U
Subdivision Lot No.
Residential Development
. . . ................... �.:: ................
. ... . .................
Sq. Footag'e
No o Living
Mobile Home
Addition/ *Supplemental to (Group R)
Units
Installation
Conversion Permit #
*(No foun i spection)i
T .............. s J
Commercial/Industrial
Sq. Footage
r
New
AddRion
(Including Exterior
Roofed Areas)
Building Department
Plans reviewed by School District
District Identification No. 0z U.)
School District certifies that
Date
JApplicant.)
-7:5 n To+ 7'5-q 0
(Street Addr;ss) lPhon; Number)
r JA , '64) --�4 2 (,
(City)
has complied with the requirements.of Resolution No.
representing square feet.
6?? -- .
School District
Paid by Check # Zltda Remarks:
IState) (Zip Code)
-7q:7- OD -by payment of $
PAB 2kS
�i �qr'
IFULL MITIGATION $
Date 1 12.
Notice: You may protest the imposition of th� fees identified above by submitting a written protest to the District, in compliance with
Government Code Section 660201al, within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the imposition of the fees in any court action.
If, subsequent to the School District Representative si . gnin'g this Butt 1 9 County Schools Impact Fee Certification Form, the School District is
notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEGA),
this project may be subject to.additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (buildln6 department), Pink (school district). feeform.xis (10/98)dmm
COUNTY 01� BUTTE
-DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - QROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
SCHEDULE OF FEES DUE
OWNER A.P.#
PRO SED, BUILDING USE DATECD��S)Cq�
P S
RECEIPT # DATE REC.
1. BUILDING PERMIT FEES -276 (4
Balance Due ........................ $
Additional Fees Due ................. $
Additional Fees Due ................. $
Revised Plan Checking Fee .........
�CHOOL DISTRICT FEES - V/
(paid at District Office) (Available after Plan Check)
SHERIFF FEES (paid at Building Division)
R 'dential ...................... _x $360.00
1� Units
Commercial (sq. ft'.) ............... — x $0.03 = $
Sq. ft.
4. URBAN AREA FEES (paid at Building Division)
Residential ................... —x—=$
# Units Amt.
Commercial (sq. ft.) ............ —x—=$
Sq. ft. Amt.
5. RECREATIONAL DISTRICT FEES
(paid at District Office) (Available after Plan Check)
THERMALITO, DRAINAGE DISTRICT FEES
$510.00 (paid at Building Division)'
7. SR)k FIRE INSPECTION AND PLAN CHECK
00 (paid at Building Division)
8. WATER TENDER FEES (Battalion
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
10. OTHER
7
41 Lea
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees
may be changed during the plan checking process.
t--10 X � , . -
APPLICANT -4U,222-1 XXI440eff DATE 4-11
r _/ -
Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and /0 Zove may have been
imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned
items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a).
(Rev. 6/00)
Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner
40
CertainTeed
Builders Statement lnsubife!4
Fib.er Glass Blowing Insulation
Homeowner Name / Jobsite Name
Home Address
Installer/Contractor (sign) Company Name Date
Builder (sign)
Inspected By (sign if required)
Company Name Date
Date
R -VALUE
BAGS PER
1000 SQ. FT.
MAXIMUM
SQ. FT. PER BAG
MINIMUM WEIGHT-
POUNDS PER SQ. FT.
MINIMUM
THICKNESS
To obtain a
Thermal Resistance
(R) of:
Bags per
1000 sq. ft
of net area:
Contents of bag
should not cover
more than: (sq. ft.)
Weight per sq. ft of
installed insulation should
not be less than: Obs.)
Should not be
less than:1
Cin.)
60
36.5
27
0.986
22
49
29.6
34
0.800
181/2
44
26.4
38
0.712
161/4
38
22.8
44
0.615
143/4
30
18.0
56
0.485
12
26
115.5
65
0.418
101/2
13.1
77
0.353'
9
19
11.1
90
0.301 —1
7%
L22
13
7.7
129
0.209
51/2
I 1
6.6
151
0.179
43/4
THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION
• In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each
R -Value listed.
• The maximum net coverage must not exceed that specified for each R -Value.
• The installed insulation must be at or above the specified minimum thickness for each R -Value.
• Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will'result in
reduced R -Value.
• This product should not be mixed with other blown insulations or the thermal claims will become invalid.
DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 31, OF
SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH
THERMALLY PROTECTED BALLASTS.
30-24-233 Builders Statement A Saint-Gobain Company @2002 CertainTeed Corporation 1/02
R -VALUE
THICKNESS
AREA (SQ. FT.)
INSULSAFE 4 (V)
BAGS USED
BATTS/ROLLS (V)
CEILINGS
Y -2—
C�
WALLS
_15�
-;l�00
FLOORS
C�
THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION
• In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each
R -Value listed.
• The maximum net coverage must not exceed that specified for each R -Value.
• The installed insulation must be at or above the specified minimum thickness for each R -Value.
• Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will'result in
reduced R -Value.
• This product should not be mixed with other blown insulations or the thermal claims will become invalid.
DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 31, OF
SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH
THERMALLY PROTECTED BALLASTS.
30-24-233 Builders Statement A Saint-Gobain Company @2002 CertainTeed Corporation 1/02
Manufacturer Insulation Fact Sheet '
This is CertainTeed CorporationlnsulSaW4
Fiber Glass Blowing Insulation
CertainTeed Corporation
P.O. Box 860
Valley Forge, PA 19482
THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW
CertainTeed C11 1*1
The following thermal performances are achieved atweights and coverages specified when insulation is installed with
pneumatic equipment in a horizontal open blow application:
R -VALUE
BAGS PER
1000 SQ. FT.
MAXIMUM
SQ. FT. PER BAG
MINIMUM WEIGHT-
POUNDS PER SQ. FT.
MINIMUM
THICKNESS
To obtain a
Thermal Resistance
(R) of:
Bags per
1000 sq. ft.
of net area:
Contents of bag
should not cover
more than: (sq. ft.)
Weight per sq. ft. of
installed insulation should
not be less than: (lbs.)
Should not be
less than:
(in.)
60
36.5
27
0.986
22
49
29.6
34
0.800
181/2
44
26.4
38
0.712
163/4
38
22.8
44
0.615
143/4
30
18.0
56
0.485
12
26
15.5
65
0.418
10'/2
22
13.1
77
0.353
9
19
11.1
90
0.301
71/4
13
7.7
129
0.209
51/2
11
6.6
151
0.179
4
R -values are determined in accordance with ASTM C 687 and 518. Complies with ASTM C 764 as Type 1 insulation.
THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION
When installed with pneumatic equipment in sidewAlls, the following thermal performances are achieved at the
thicknesses, weights and coverages specified.
R -VALUE
BAGS PER
1000 SQ. FT.
MAXIMUM
SQ. FT. PER BAG
MINIMUM WEIGHT-
POUNDS PER SQ. FT.
MINIMUM
THICKNESS
To obtain a
Thermal Resistance
(R) of:
Bags per
1000 sq. ft.
of net area:
Contents of bag
should not cover
more than: (sq. ft.)
Weight per sq. ft. of
installed insulation should
not be less than: (lbs.)
Should not be
less than:
(in.)
29
35.8
28
0.967
71/4
22
27.2
37
0.733
51/2
16
19.8
51
0.533
4
15
17.9
56
0.483
3s/8
14
17.3
58
0.467
3Y2
READ THIS BEFORE YOU BUY
What you should know about R -Values.
The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R -
Value, the greater the insulating power. Compare insulation R -Values before you buy.
There are other factors to consider. The amount of insulation you need depends mainly on the
climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type
and size of your house, the amount of insulation already in your house, and your fuel use
patterns and family size. If you buy too much insulation, it will cost you more than what you'll
save on fuel.
To get the marked R -Value, it is essential that this insulation be installed properly.
0
40
Ile–
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION 6ERTIFICATE
Read the instructions on PaQes I - 7.
O.M.B. No. 3067-0077
Expires July 31, 2002
SECTION A - PROPERTY OWNER INFORMATION For Insurance.Company..
BUILDING OWNERS NAME — . . I Policy. Number..
BUILDING STH
ApL. Un.d. Suite. and/or qIdg.,!4o.)
BOX NO. [ Company:NAIC'Number
CITY STATE ZIP CODE
Nor -p rA 5.9 -0"
PROPERTY DESCPjPTI0N (Lot and Block Numbers. Tax Parcel Number. Legal Description. etc.) NP
6 /J: p q i - 'Mo - cx>_3
BUILDING USE (*4.. R andal. Non,-midentlel. Addkkx% Accessory. etc. Use Comments section it necessary.)
LAIT110EADNGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: L—I GPS (Type):
( W - #r - ##JW or sx.ftwe) , L_J NAD 1927 U NAD 1963 L_J USGS Quad Map L-4 Other
SECTION 8 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
. 8 1. NFIP CommuNiTy NAME & COMMUNITY NUMBER 1 62- COUNTY NAME - . 1 53. STATE I
84. MAP AND PANEL _1_B6.__SUFFtX 1 66. FIRM INDEX 57. FIRM PANEL ATE 1 58. FLOOD 1 89. BASE FLOOD ELIEVATION(S)
NUMBER DATE EFFI�C�REVISED 0 ZONE(S) (Zone AD. use depth of noodIN)
s 1 o. indic3te um swce of aw adse Flood Sevatiori (BFE) data or base flood depth entered in B9.
L_J FIS Prolile L_J FIRM J_J ConumInity Determined
JI& O#w (Describe): !S"rt1_e_w 0� e.;Vk.W_ X
Bi 1. Incicate to elevation datum used for the OE in B9: U NGVD 1929 �_J NAVD 19W 't64 00w (Describe):
B12. Is te building local in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 'L_1 Yes No
DesOu,Wm Date:
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C 1. BuddwIg elevoons are ba on: -WConstruction Drawings* UBudding Under Construction* UfFinished Construction
*A now Elevation CArdficate will b�'niqulred when construction of the btalding is complete.
C2.BuifldlngDiagramNumbert�e� m-lect to building diagram most similar to ft building for which this certificate is being completed -see
pages 6 and T. If no dih=le�; i6ty represents Ihe building. provide a sketch or photograph.)
03. Eleeations -Zones Al -A30, AE, AH. A (with BFE). VE, V1430. V (with BFE), AP, ARIA. ARIAF- AR/Al-A30. AR/AH. ARIAO
Compkft Items C3&4 below ng.to to building dagram speatied In Item C2. State the daturn used. If the datum is different torn
the daajm wed for to BM in Section B. conved the datum to OW used for.#w BFE_ Show field measuraments and datum conversion
C111101AaftL U36 IN provided or to Comments wu of Section D or Section G. as appropriate. to document the datum conversion.
Daturn Ci� cr; CU, ConversionlCommerits; " 6. TS1 L%Z S CATUM
Ekvaft rike markused 17*,�4 IM A,4gQ Does the elevation reference mark used appear onthe FIRM? UYes %JNo
Q a) Top of bottom tow oncluding &Isement or enclosure) 4-N '4 fL(m) -W
0 VESS/0
0 b) Top d nwd higher floor 01 fL(m) (A
Q c) Bottom of bwest horhmntal structural member (V zones orgy) Qla fL(M)
0 d) Atladed garage (top d slab) 1 -43= fL(m)
0 e) Lama elevafti of macNnery and/or equipment 0. 2 972
sell4kifig ft building, fQm) .9
Q 0 Lowest a*,mt grade Q.AG) fL(m) I
U g) Koest adjacent grade (HAG) I H -.,r fL(m) 2-
0 h) No. d permanent openings (food vents) within I IL above adjacent grade i
0 QTotalamadal penTanentopenings (food vents) in C3h __sq.sn (sq. cm)
; SECTION D - SURVEYOR. ENGINEER. OR ARCH(TECT CERTIFICATION * * .
711is certification Is to be signod and sealed by a land surveyor. engineer. or architect authorized by law to certify elevation infoffration.
I oedtY OW ft kdbmudon in Sections A a and C on Ifts ceddkaie mpresents my best effods to infeqyet His data amb&e.
I undlerswId'bW any false staterneW avy be pww'shabfe by fine or krpisonment under 18 U. S. Code. Secd6n 1001.
TITLE C COMPANY NAME
ADDRESS CITY ZIP CODE
�-Z_S-C) EiNsTAye_- fn0tip— 162 STATE a P� ci�;-qQ69
SIGNATURE DATE TELEPHONE S730-?cJ,0)_C)4o,9
C7PUA 9:� R1_11 Al Ir. QQ C,;=i= OPUMP.�,I= .5,11"W F:( -%P rJ"TINI 1ATIrW Pf=Pf Ar.%=C,' Al I PQ"rM K 1=1`�MrWV' ,
IMPORTANT: In these spaces, copy the corresponding informabon from Section A.
BUILD ' ING STREET ADDRESS (Including Apt.. Unit. Suite. and/or Bldg. No.) ORR.O. ROUTE AND BOX NO.
%41,r_rr'10 'r%� C�l I'l—I L11 ILI "2 Y&1.4,-, E-117
CITY
STATE
For Insurance COmpany Use:
Policy. NTmber
P CODE 1: Company NAZ -Number
SECTION D - SURVEYOR ENGINEER. OR ARCHITECT CERTIFICATION (CO"NUED)
COPY both sides of this Elevation Certificate for (1) community official, (2) insurance agenttoompany, and (3) building owner.
COMMENTS
KJL_ iq� "A.S. CL:f0_riW, 14 b2�� cx) a, 0
%
Lj111d'--1_7_-* ol tcj,,dA m,, e4W=1 k. I soln- PE -r Af4, 4. .4 boiW,nj_j Check here if attachments'
SECTMN E - SUFLOING ELEVATION INFORMATIOW (SURVEY NOT REQUIREM FOR ZONE jA 0 1hd ZONE A (WlTHOKJT BFE)
For Zone AD and Zone A (without BFE). complete Items E I through E3. ff ft Elevadw Cefifficati? Is intended for use as supporting
IrIbmadon for a L.OMA or LOMR_,F� Secuon C must be compktod.
El. Btlikling DWWM N lect the building diagram most similar to fm butiliding for which this ceftificate is being completed
see Pages 6 and 7. If no diagrarri accurately represents the building. provide a sketch or photograph.)
E2- The 10P Ofte bottom floor (including basement or enclosure) of the building is t=t::_j ft.(m) LJ_4 (p-lin.(cm) �X_j above or L_1 below
(check One) the higheist adjacent grade.
E3_ For Zom A0 ority-
. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys
600013in management ordinance? �_j Yes �_j No �_j Unknown. The local official must certify this information i n Section G.
. SECIMN F - PROPERTY OWNER (OR OWNMS REPRESENTATIVE) CERTIFICAT10N ,
The property owner or ownees authottzed representative who completes Sections A. B. and E for Zone A (without a FEMA -issued or
Omnmun*issued 8FE) or Zone AO must sign here.
5,9 7,
P4JLJKI!!NN I-Mv
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OP-111IONAL)
The local oftial who Is authorized by law or ordnance to administer ft comnxuWs floodplain management ordinance can complete
Sections A. % C (or Q. and G of #-is Elevation Cedificate. Complete this applicable "s) and sign below.
G1. The kftnudon In Section C - was taken from other docuffwtatiori that has been signed and embossed by a licensed -surveyor.
OfIgInw, or architect who is authoorized by state or local law to certify eWvadon Infiormation. (Indicate the source and date of the
elevation data in the Cornments area below.)
G2_ A conwality, dficial completed Section E for a building located in Zone A (without a FEMArissued or COMI'MUnity4ssued BFE) or
Zone AO.
G3. L_J The Iiodowkv inton-riation (items G4-Gg) is provided for community floodplain management purposes.
G7_ This pennit-tias been issued for
. L_1 New Construction 1_1 Substantial Improvement
G8- Elevation 0(as4)ult lowest floor (including basement) of the building is: fL(m) Datum:
G9_ . BFE Or (In Zone AO) depth of flooding at the building site is: IfL(m) Datum:
LOCAL OFFEL4kLIS NAME TTTLE
TELEPHONE
Sl DATE
COMME
Check here if attachments
��UA 9—m A11-741 At Ir, QQ PPPI A(S:R At I PPP\A(N I.C, r_rWnr)4\Lq
APPLIED TESTING CONSULTANTS
MATERIALS ENGINEERING TESTING AND INSPECTION
May 6, 2002
County of Butte
Building Division
7 County Center Drive
Oroville, Ca 95965 ,
Re: Horn Residence Building Pad Certification- Chico, Ca
Gentlemen:
On. November 14, 2001 we issued a pad certification letter for the Hom AG
Building located at 1-3023 Victor Drive in Chico/Nord ' Ca. The A.P. number for
this project is #047-490-003. At the that time we had completed compaction
testing on the entire building pad. A site inspection on April 26, 2002 verified that
-the proposed house building pad is within the limits of the original pad that we
certified. No other earthwork.has been done in this area since the time of our
testing. The nuclear density test data sheets and moisture density curve per ASTM
1557 are attached.
Based on our previous test data compiled on this project and witnessing the
earthwork operations, we certify per Article 3, sections 6735.5 and 6735.6a of the
Business and professions Code that the pad was properly moisture conditioned
and compacted in- accordance with chapters 18 and 33 of the 1997 Uniform.
Building Code.
Applied Testing Consultants is n6t a licensed s ' urveyor. We do not verify or
certify grades or elevations. Test elevations are derived from information
provided by the contractor and/or the client.
Applied Testing Consultants is not the foundati * on design engineer for this project.
Designs for consolidation, differential settlement and bearing on fill materials are
by others.
Please call if you have any questions regardin
Very truly yours,
B rad Forsythe lCha
d Fors he
St ff
Vice President Staff Enggi er
Director of Operations
3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243
Nuclear Density Testing Report Per ASTM 1557
Client: R&R Horn Inc.
Address: 3119 Michael Way
City, State: Chico, CA 95973
Attn: Richard�Horn *
Project: AG Building Pad
Soil Description: Reclaimed AB/AC Mix
Report Seq. No. 1
Page: 1 of 1
Date: 10/18/01
Tech: B. Forsythe
Gauge#
CALIBRATION DATA:
Density Std.:
IMoisture Std.:
IDensitv Xi:
Moisture Xi
Compaction Equipment:
Req'd %
Compaction Curve No.: T-1
Max Dry Density: 135.5
Opt. Moist. content: 9.7
90%
Test #
Test
Depth
Location: Building Pad
Elev.
Wet
Density
H20
Density
Dry
Density
Moisture
Content
%
Comp.
Results
1
12"
Northeast Corner of Pad
FPG-3'
135.2
12.4,
122.8
10.1
91%
PASS
2112"
Southeast Corner of Pad
FPG-3'
138.4
13.2
125.2
10.51
93%
PASS 1
3112"
Center of Pad
FPG-3'
137.9
14.4
123.5
11.71
92%
PASS
4112"
Southwest Corner of Pad
FPG-3'
134.2
12.61
121.6
10.41
90%
PASS
REPORT:
Arrived at jobsite at 1200 hrs. to perform compaction testing of the Building Pad. Performed 4 nuclear density
tests at random locations, as indicated above. All 4 test results indicate at least 90% relative compaction.
Copies to:
Reviewed b
6� U
3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243
A
PPLIED TESTING CONSULTANTS
MATERIALS ENGINEERING TESTING AND INSPECTION
Nuclear Density Testing Report Per ASTM 1557
Client: R&R Horn Inc.
Address: 3119 Michael Way
City, State: Chico, CA 95973
Attn: Richard Horn
Project: AG Building Pad
Soil Description: Reclaimed AB/AC Mix
Report Seq. No. 2
Page: 1 of 1
Date: 10119/01
Tech: B. Forsythe
Gauge #
CALIBRATION DATA:
Density Std.:
IMoisture Std.:
I Densitv Xi
sture Xi
Compaction Equipment:
Req'd %
Compaction Curve No.: T-1
Max Dry Density:
135.5
Opt. Moist. Content: 9.7
90%,
Test #
Test
IDepth
Locatiom Building Pad
Elev.
Wet
Density
H20
Density
Dry
Density
Moisture
Content
%
Comp.
Results
5112"
Southeast Corner of Pad
FPG-
1.5'
137.5
11.6,
125.9
9.2
93%
PASS
6
12"
Northeast Corner of Pad
FPG-
1.5'
1 139.4
12.3
127.1
9.71
94%
PASS
7
12"
Northwest Corner of Pad
FPG-
1.5'
136.3
12.2
124.1
9.8
92%
PASS
8
12"
Southwest Corner of Pad
FPG-
1. 5'
136.6
12.61
124.0
10.2
92%
PASS
REPORT:
Arrived at jobsite at 0800 hrs. to perform compaction testing of the Building Pad. Performed 4 nuclear density
tests at random locations, as indicated above. All 4 test results indicate at least 90% relative compaction.
Copies to:
Reviewed by:
3060 Thomtree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243
Arm APPLIED TESTING CONSULTANTS
MATERIALS ENGINEERING TESTING AND INSPECTION
Nuclear Density Testing Report Per ASTM 1557
Report Seq. No. 3
Client: R&R Horn Inc. Page: 1 of 1
Address: 3119 Michael Way Date: 10/22/01
City, State: Chico, CA 95973 Tech: B. Forsythe
Attn: Richard Horn
Project: AG Building Pad
Soil Description: Reclaimed AB/AC Mix
Gauge #
CALIBRATION DATA:
Density Std.:
iMoisture Std.:
Densitv Xi
iMoisture Xi
Compaction Equipment:
Req'd %
Comi)action Curve No.: T-1
Max Dry Density: 13 5.5
Opt. Moist. Content: 9.7
90%
Test #
Test
iDepth
Location: Building Pad
Elev.
Wet
10ensity
H20
Density
Dry
Density
Moisture
Content
%
Comp.
Results
91
- 12"
Northeast Corner of Pad
@FPG
140.1
12.4,
127.7
9.7
95%
PASS
10
1 12"
Southeast Corner of Pad
@FPG
141.4
12.1
129.3
9.4
96%
PASS
11
112"
Center of Pad
@FPG
138.9
13.1
125.8
10.41
93%
PASS
12112"
Northwest Corner of Pad
@FPG
140.3
11.91
128.4
9.31
95%
PASS
13112"
Southwest Corner of Pad
@FPG
137.3
12.61
124.7
10.1
93%
PASS
REPORT:
Arrived at jobsite at 1300 hrs. to perform compaction testing of the Building Pad. Performed 5 nuclear density
sts; at random locations, as indicated above. All 5 test results indicate at least 90% relative compaction.
to:
Reviewed
3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243
APPLIED TE I STING CONSULTANTS
AITC
MATERIALS ENGINEERING TESTING AND INSPECTION
ASTM 1557 Moisture/Density Curve
Client:
Address:
City, State Zip:
Attn:
Project:
Soil Description:
Sample location:
Sample depth:
Trial No:
Water Added
Gross compacted wt:
Container Tare:
Net compacted wt:
Wet density, pcf:
Dry density, pcf;
Pan No:
Gross wet wt:
Gross dry wt:
Pan tare:
Net dry wt:
Moisture loss:
% Moisture Content:
I ou.0
129.0
128.0
127.0
126.0
125.0
124.0
123.0
122.0
121.0
120.0
6.0%
R&R Horn Inc.
3119 Michael Way
Chico, CA 95973
Richard Horn .
AG Building Pad
Reclaimed AB/AC Mix w/ Native
Jobsite
N/A
1
2
3 4
0
100
200
7324
7523
7423
2724
2724
2724
4600
4799
4699
135.2
141.1
138.2
125.2
128.8
123.7.
1 1
-T-1
3 4
941.9
969.8
822.7
878.3
892.3
745.3
83.1
79.4
83.9
795.2
812.9
66 .
63.6
77.5
77.4
8.0%1
9.5%
11.7%
Sample No: T-1
Date: 18 -Oct -01
Tech: B. Carter
Sample Weight: 15,000 grams I
Rock Correction'ASTM
D4718
Total sample wt:
53.75
+3/4 rock wt:
12.9
% of +3/4 rock:
24.0%
Specific Gravity of +3/4:
2.60
,Rock adj. density:
135.5.
7.0% 8.0% 9.0% 10.0% 11.0% 12.0% 13.0% 14.0%
Moisture Content (% of dry weight)
Max density from curve: 128.8
Max adjusted density: 135.5 pcf
This test was performed per ASTIVI 1557
Optimum moisture: 7%
Reviewed by: I
3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
;a &D Ka 0� --3 Z—A E� $a 10
Recorded
I REC FEE 10.00
Official Records
I COPIES 1.50
County Of
BUTTE
CANDACE J. GRUBBS
I
Recorder
I
ROSEMARY DICKSON
I
Assistant
I Shauna
02:52PM 26 -Jun. -2002
I Page I of 2
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building
permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes,
and residents of this property may be subject to inconveniences or discomfort irom the use of agricultural chemicals,
including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations
including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on
adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm
operations.
All that real property sipate in the County of Butte, State of California, described as follows:
-S' ee, a=rkj 101* f )04-15��u
Date PJ 7 10 RS*
State of California
County of
On �� �2�e , ;?-0 0 2— before me,
personally appeared ' I personally
known to me (or-pir-ovedio--m-evnlbvbmmrof-&"a&eteryTvidenco to be the Person* whose nami(s*is/aT*-6ubscribed
to the within instrument and acknowledged to me that he/&hek4m-y executed the same in his/her4their authorized
capacity(4os), and that by his/h4n4hoir-signature(s)-on the instrument, the person(s�or the entity upon behalf of which
the person(s)-acted, executed the instrument.
WITNESS my hand and official seal.
ELIZABETH TEATS
COMM. # 1336078
Signature NOTARY PUBUC-CAMRN(A
COUNTY OF BUTTE
0.rW Expliv; Dec. 2Z 2005
DIM-
ORDER NO. 2-65704KAR
LEGAL DESCRIPTION
EXHIBIT "ONE"
ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA
OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE
OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON
JULY 16, 1L980, IN BOOK 77 OF MAPS, AT PAGE 47.
RESERVING THEREFROM AND TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR
INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER A 60 FOOT STRIP OF
LAND SHOWN ON SAID MAP AS "VICTOR DRIVE".
AP #047-490-003
31
END OF LEGAL
BUTTE COUNTY PERMIT NO.
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT BPO50887
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #: (530) 538-7541
r3, k_ Buildinp arm t . - �4
LICENSED CONTRACTORS 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
Issued Date: 04/14/2005 APN: 047-490-003-000
the Business and Professions Code, and my license is in full force and
effect. 'e-
License Class --55 License Number: 5 3 -3 q9 4
Site Address: 13023 VICTOR DR CHI
Date: q -4.5 -*05' Contractor: P.. B ') I -ec-, d�_
Map Index:
Description: NEW POOL MASTER #561-01
'OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from th
Contractors' State License Law for the following reason (Sec. 7031.5
Business and Professions Code* Any city or county which requires a
permit to construct, alter, Improve, demolish, or repair any structure, prior
Owner: HORN RICHARD
to its issuance, also requires the applicant for such permit to rile a
13023 VICTOR DR
signed statement that he or she Is licensed pursuant to the provisions of
CHICO, CA
the Contractor's State License Law (Chapter 9 commencing with Section
7000) of Division 3 of the Business and Professions Code) or that he or
95973-9797
she is exempt therefrom and the basis for the alleged exemption. Any
violation of Section 7031.5 by any applicant for a. permit subjects the
applicant to a civil penalty of not more than five hundred dollars ($500).):
C3 1, as owner of the property, or my employees with wages as their
sole compensation, will do the work, and the structure is not
intended or offered for sale (Sec. 7044, Business and Professions
Applicant: POOL BUILDERS
Code: The Contractors' State License Law does not apply to an
owner of property who builds or improves thereon, and who does
such work himself or herself or through his or her own employees,
3080 THORNTREE #23
provided that such Improvements are not Intended or offered for
sale, If however, the building or improvements are sold within one
CHICO, CA 95973
year of completion. the owner -builder will have the burden of
530-899-8988
proving that he or she did not build or Improve for the purpose of
sale.).
SKIMMERRCH@AOL.COM
El 1, as owner of the property, am exclusively contracting with
licensed contractors to construct the project (Sec. 7044, Business
and Professions Code. The Contractors' State License Law does
not apply to an owner of property who builds or Improves thereon,
Contractor: POOL BUILDERS
and who contracts for such projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
3080 THORNTREE #23
C3 I am Exempt under Article 3 of the Business and Professions Code
CHICO, CA 95973
530-899-8988
Date: Owner:
SKIMMERRCH@AOL.COM
License #: 833994
WORKERS'COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
0 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
Architect:
Is Issued.
PC I have and will maintain workers' compensation Insurance, as
Engineer:
required by Section 3700 the Labor Code, for the performance of
the work for which this permit Is issued. My workers' compensation
insurance carrier and policy number are:
Carrier: �5rNnz- W0Q44MA#,6 COPL4.j
. - .
Total Square Ft: 0 S. F.
Policy #: '7 r3 - o o ( -2-o 4,,o
Valuation: $0.00
0 1 certify that in the performance of the work for which this permit Is
Census Code:
issued, I shall not employ any person in any manner so as to
become subject to the 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
4/026 1
forthwith comply with those provisions.
Date:— 05
4
Applicant:
WARNING: Fallurd to secure workers' compensation coverage Is
unlawful, and shall subject an employer to criminal penalties and one
hundred thousand dollars ($100,000), In addition to the cost of
compensation, damages as provided for In Section 3706 of the Labor
code, interest, and attorney's fees.
CONSTRUCTION LENDING AGENCY
This permit Is hereby Issued under the applicable provisions of the Butte County 'd a d/or
I hereby affirm that there Is a construction lending agency for the
ResoIuJJbr1s to �p work Indlcbted a V.yl7fch I fees have been paid (
Z6
performance of the work for which this permit Is Issued (Sec 3097 C! IV.)
.
B Data. 61�r
Name:
�v
PERMIT EXPIRES ON: -
Address: A—
Mte)
0 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage,
handling and use of hazardous materials.
0 Notification In accordance with Section 19627.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
0 Attached are copies of the required E.P.A. notification forms.
I hereby certify that I have read this application, that the'above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with
all county and state laws relating to building construction. I acknowledge it Is unlawful to alter the substance of any official form or document of Butte County. I hereby
authorize representativ utte Count enter upon the above mentioned property for inspection purposes
Priht Name: Signature:
Date:
0 Owner Contractor E3 Agent for Owner 0 Agent for Contractor
Ir nA i
r3, k_ Buildinp arm t . - �4
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS
24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834
OFFICE #: (530) 538-7541
A FEE WILL BE REQUIRED A T TIME OFAPPLICA TION
Website: www.buttecounty.net/dds
"PLEASE PRINT CLEARLY**
APPLICANTSIGNATURE
Ix
For office use only:
OWNER
Name
Last Name
Address
I Ty�etonst.
Address
C�' 2- 1 C-T-ce-
t)tjg_:
City
pZ
State OA
Zipq
Phone
34 2- &.5 5
State License Number
Stt!'i�
E-mail
Date Approved:
f C_0
APPLICANTSIGNATURE
Ix
For office use only:
CONTRACTOR
Name
Name
Address
I Ty�etonst.
City
ij
LEW, (.dt�_O_s I
Address
_T_�k
Phone
Name
:30qo
00- V1
City
State License Number
Stt!'i�
zip
Date Approved:
f C_0
(-/- 12 - 0
Phone
( a -2-L
Fax
E-mail
E -mail
Lic. #
C?�5_3
APPLICANTSIGNATURE
Ix
For office use only:
ARCHITECTIENGINEER
Name
Name
Address
I Ty�etonst.
City
ij
LEW, (.dt�_O_s I
State
Zip
Phone
Name
Fax
E-mail
City
State License Number
APPLICANTSIGNATURE
Ix
For office use only:
APPLICANTNAME
Zoning
Name
Occ.
I Ty�etonst.
Subdivision Name
ij
LEW, (.dt�_O_s I
C__ —
Addres
(
Dr 4k2_5
Name
019- 0 ^V-V\+-rc--,,—
7-7
City
T70V
StaU�
Date Approved:
f C_0
(-/- 12 - 0
Phone
( a -2-L
Fax
E -mail
-
APPLICANTSIGNATURE
Ix
For office use only:
A ___T_
Zoning
Flood Zone I A I SRA I Yes No
Occ.
I Ty�etonst.
Subdivision Name
I I
Map Book
Page
LENDING AGENCY
Name
Address
7-7
I �17
T70V
Planner&
Date Approved:
(-/- 12 - 0
OVER FOR SUBMIT/TAL REQUIREMENTS
PERMIT
NO.
BIN 4
LOCA TION
AP#
D cf- -7 —,"t/--`70---003
Property Address
1�30.Z3 L)(c7-012- be—
ity
T xjo�w
Cross Street
po'e,go
Sheriff
WORKER'S COMPENSATION
Policy Number '7 (3 o o12 -o cc
Carrier !��7-4-r6 0_041 l'o,
If hiring anyone other than licens�e contracthrs, a certificate of worker's
compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
Address
aD,,escr',tin or Scope of Work:
0
Sq. Footage
El Structure Built without Permits
El Proposed Change of Occupancy
(Note previous use):
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one
year after the date of application. In order to renew action on an
application after expiration, a new application, plans and fee will be
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person who
paid the fee. The request must be made prior to the expiration of the
permit and no construction work has been done. Filing fees, plan
check fees for work plan checked and other department costs are not
refundable.
Received by*,— Amount:
Bldg
SRA
Receipt#: 0601'i'
Sheriff
SMIP
Other
Date:4/(,/D�_
Lffp-7 f Total
K:\FORMS\BUILDING FORMS\BldgAppISubRqmts.doc Page 1 of 2
REV 2-24-05
SUBMITTAL & PERMIT REQUIREMENTS
The following drawings and specifications must be submitte d to the Building Division in order to apply for a
permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK.
0 1 . Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper!
0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR
Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
0 3. Engineered truss details and layouts in duplicate (if required). No faxes!
R 4. Energy compliance design and supporting documentation in duplicate.
0 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
0 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fn'd plans, all in
duplicate.
El 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor
plans in triplicate. All of these must be stamped and wet -signed by the enginee .
0 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required).
R 9. Site plan and business license approval from the City of Biggs.
0 10. Letter of intent for non-residential buildings.
r_1 11. Detached Accessory Building Form filled out by the owner (if required).
0 12. Hazardous Material Form (for Commercial Buildings only).
Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning
review (May require additional plan review upon receipt of the following items.)
0
1 .
Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required).
r_1
2.
Impact Fees.
0
3.
California Department of Forestry plan approval (if required).
El
4.
NPIDES Form.
0
5.
Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
11
- 6.
Contractor's license information. (Number, Name Style, Classification).
0
7.
Worker's Compensation Carrier and Policy Number.
0
8.
Owner -Builder Verification (if required).
0
9.
Letter of Signature authorization (if required).
11
10.
Recorded copy of Agricultural Acknowledgment Statement.
r_1
11.
1:1 Grant Deed, 0 M.H. Title/Statement of Facts.
r_1
12.
Sanitation and site plan approval from the Environmental Health Department.
If you have questions or would like additional information regarding this process, please contact a
Permit Assistant at (530)538-7541.
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one year after date of application. In order to renew action
on an application after expiration, a new application, plans and fees will be required.
REQUEST FOR FEE REFUNDS
Refunds can only be made upon written request by the person who paid the fee. The request must be made within two
years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits
issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan
check fees for work plan checked and other department costs are not refundable.
OVER FOR BUILDING PERMIT APPLICATION
KAFORMS\BUILDING F0RMS\B1dgApp1SubRqmts.doc Page 2 of 2 REV 2-24-05
05-0F&-.-2
rOHNTV r)P RHTTF_r)1=PAPTAA1=A1T r);= nPI/1=1 r)PAAPA/T.4Z1=P1/1rF.(Z_A1111 MAIr. rwili-qinAi
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
www.buttecounty.net/dds
OWNER: ASSESSOR PARCEL NUMBER D q-7 - �47,�'- a
Proposed Building Use:. Permit TechnicianGW� Pate: 3V_6_�w
Items required in order tolapply for a permit. All boxes MUST be checked OR marked NA in order to apply.
0- 1 . Site plans, 3 or 4 sets, signed by the preparer of the plans.
0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
0 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
0 4. Engineered truss details and layouts in duplicate. No faxesl
0 5. Letter from Engineer or Architect for truss design review.
0 6. Energy compliance design and supporting documentation in duplicate.
0 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
0 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or Ind plans, all in
duplicate.
0 9. Metal bidgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these
must be stamped and wet -signed by the enginee .
10. Flood Elevation Certificate, wet -stamped and signed, in duplicate.
0 11. Letter of intent for non-residential buildings.
0 12. Hazardous Material Form.
0 13. Acknowledgement of building permit application without required clearances.
0 14. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
,JT' 15. Sanitation and site plan approval from the Environmental Health Department in 0 Chico 0 Oroville, as applicable
0 16. Fire Sprinklers
0 17. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office
0 18. Soils Report and/or Engineered Foundation required.
0 19. Erosion Control Plan Required.
0 20. Fees as shown on the attached Schedule of Fees Due Sheet.
0 21. City of Chico Plumbing permit.
0 22. Site plan and business license approval from the City of Biggs.
0 23. California Department of Forestry plan approval 0 paid.
il'*" 24. Planning approval for (A) Use: -(B)Parking: _(C) Parcel Check:
0 25. Contact Land Development about - Improvements, -Drainage.
26. NPDES Form
0 27. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
0 28. Contractor's license information. (Number, Name Style, Classification).
0 29. Worker's Compensation Carrier and Policy Number.
0 30. Owner -Builder Verification ( - Given to owner, - Mailed to owner).
0 31. Letter of Signature authorization.
0 32. Recorded copy of Agricultural Acknowledgment Statement.
0 33. Existing violations and/or expired permits.
0 34. Deed Restriction.
0 35. 0 Legal description, 0 M.H. Title, title search, registration or MCO
0 36. Other:
0 37. Other:
When issued Telephone and hold for pickup.
I have been informed of the above items and requirements for obtaining a building permit.
Applicant:
EXPIRATION OF APPLICATION
Date:
Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after
expiration, a new application, plans and fees will be required.
REQUEST FOR FEE REFUNDS
Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee
payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be
made if no construction work has been done. Filing fees, plan check fees, and other department costs are not refundable.
Original -Applicant
U3 On
COUNTY OF BUT�E-DEPARTMENT OF DEVELOk�ENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER:
ASSESSOR PAP CEL NUMBEA
Proposed Building Use:. Pool ftaE-,�, �Pi� 4 Permit Technician-CARpt-�, -Date:
Items required in order tolapply for a permit. All boxes MUST be checked OR marked NA in order to apply.
1 . Site plans, 3 or 4 se's, signed by the preparer of the plans.
2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
4. Engineered truss details and layouts in duplicate. No faxes!
El 5. Letter from Engineer or Architect for truss design review.
1:1 6. Energy compliance design and supporting documentation in duplicate.
El 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
0 8. Manufactured homes: (A) Installation manual, includil marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in
duplicate. I I "
0 9. Metal bldgs: (A) Metal Bldg Plans, (B) Frid plans and lcalcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these
6>tlood Elevation Certificate, wet -stamped and signed, in duplicate.
0 11. Letter of intent for non-residential buildings
0 12. Hazardous Material Form
0 13. Acknowledgement of building permit application without required clearances.
0 14. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
15. Sanitation and site plan approval from the Environmental Health Department in 0 Chico 0 Oroville, as applicable
0 16. Fire Sprinklers ..... .......................................................................................
0 1�,7. Agricultural Buffer cIr and site plan apr from the Ag Commissioner Sent by-..
E] J8. Soils Report andj'or Engineered Foundation required ...........................................
-0 �i 9. Erosion Control Plan Required ........................................................................
0 20. Fees as shown cn the attached Schedule of Fees Due Sheet ..............................
0 21. City of Chico Plumbing permit ...............................................................
0 1/22. Site plan and business license approval from the City of Biggs ..............................
0 23. California Department of Forestry Ian approval 0 paid. Sent by: - " �?-C * - -
2 Planning approval for (A) Use: W (B)Parking: _(C) Parcel Check: . ..... 'r-1 2 -c,
25. Contact Land Development about - Improvements, - Drainage ........................
26. NPDES Form ....................................................................................
27. Encroachment Permit for driveway from the Public Works Dept ................
0, 28.;, Contractor's license information. (Number, Name Style, Classification) ...................
29.' Worker's Compensation Carrier and Policy Number ............... * ........... ........
Owner-Bui6r Verification Given to owner, -Mailed to owner) ......................
31. Letter of Signature authorization..'
32. Recorded copy of Agricultural Acknowledgment Statement .................................
33. Existing violations and/or expired permits .................................................. * ......
34. Deed Restriction ..........................................................................................
35. 0 Legal description, 0 M.H. Title, title search, registratio , n or MCO .........................
36. Other:
37. Other:
When issued Telephone 1�_> roe and hold for pickup.
I have been informed of the above items and requirements for obtaining a building permit,
Applicant: 1. 1
1. Index permit application for the above items numbered: //,1000
na items required
-
1
Date:
Plan Check Letter
C=ntract�d1_r,-,d9signer, owner, was advisedof-the above data4y (Pyphon
(rI
'ta;by
Dmail, 0 counter, byll�?Date
.fo�
raefol Li6`6��r owner,
r9c W ' was advised 6f K aboveLda 0
phon'
e� 0 mail, 0 counter, by
Date:
Contracto��esigne,r_,,Owner, w Ile a 11 vise of the above data by 0
phone, 0 mail, 0 counter, by
Date:
Plans r4vi.e'w'ed_'by: AA;A-1-4 Date: oSPlYns apoi6��a by:
Date:
Structural review(icrby: Date:
Structural approved by:
Date:
Note transfer by: Date:
YelloW: Building Division
E.H. USE ONLY
Plot Plan Anschsd YM.)"
Rear Raft tu a
San% to S.D.
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
A," e / 7 13,!�23 /,', 7", 4 7- 4 �O - 060
Owner Location AP#
Plan Approved for: Sewage Disposal'�� Water Supply: Public Private Well
Clearance for —dwelling. Other 4ad-d-Z
Hold final for:
Final clearance O.K. for:
NOTE:
Environmental Health Specialist Date
8/96
0 T T
0
0
0
<)A,
0 Depa'rtment of Public Works
0 C o u n t y o f B q t t e
0
0 J Michael Crump, Director LAND DEVELOPMENT DIVISION
0 Storm Water Management Program
7 County Center Drive
nvni. rA 95965
111�uc (530) 538-7266
(FAX) 538-7171
National Pollutant Discharge Elimination System (NPDES) Phase 11
Construction Storm Water Permit and Storm Water Pollution Prevention
Plan (SWPPP) Acknowledgement rLESS THAN 1 ACRE
Project Description:
00_,-L> +�&c> c__
Project Location and/or Parcel Number: 0 — C) 0
By signing below, 1, the project owner/owner's agent, certify that this project W.ILL NOT DISTURB
I acre or more of land and that 1, therefore, do not need to apply for a Construction Storm Water Permit
ftoM the State of California Regional Water Quality Control Board. Phased projects that contain
multiple site build -outs of less than one acre but when combined with subsequent phases total more
than one acre of disturbed soil will require a Construction Storm Water Permit from the State of
California Regional Water Quality Control Board.
I am aware that. submittino false and/or inaccurate information or failure toapply for a Construction
Storm Water P ' ermit from the State of California Regional Water Quality Control Board for a project.
that disturbs one acre or more of land may result in revocation of grading and/or other permits or other
sanctions provided by law.
Si gned:
Title:
Date:
Less than I A= NPDES & SWPPP Compliance Certification
Butte County Storm Water Management Program
Revised 5/24/04
to Drive 9 Oroville, - um"LOPMENT SERVICES - BUILDING DIVISION
7 County Con r %.'I
tRev. 12196) California 95965 - Telephone -(530) 538-754 ERMIT NC
APPLICATION AND PERMIT.'
ABIL';�%OII
jNume
)U
BUILDING
CO3 BUILDING PERMIT
OW
OWNGIR 99N. Itz
OWNIER, SO. FT.
OCC.
OWNIERI AVUUMM AD In TIION�
I lir
.2 NAAW
&VJUNQ ADORESS
C OONi1TRVCT)ON WNOEA
O"�
T
RM
'U"
Tiol "
LEWNM ADOMS
NOER
UMER"UW '04)
LENDER'S MkRNG WREgj
T
NEER
ARCN�i� OR �ENMNM
-EC
ER WUM
'i kARCMECT On ENMEERV MOIJUNG ADDRESS
W..' Ra'
sualma �Ms ���
LOT40, S~_joNSMpr"�,7 L_t '7 _7_1 1._
USEOFSTRUCTURE C—
SF 0 Duplex 13 Mobilehome Mer I A
TYPE OF WORK
New C3 Addition 0 Remodel [3 1.11161149 0 installation 0 Mer
Describe Work: 1
0
FL0r0t> -W16f': A'
*PERMXT FEE PAID
SRA \
SHERIFF
OTHER.
AA6VNT RECEIVED
/ Ple-
s
$
$ 51-D. ?5 -
*RECEIPT NvmsE;t
*,To iE PVT INTO COMpVTER
Total Valuation Is
Filing Fee
20.00
Permit Fee
'heckin Fee
3-3
Energy Plan Checking Fee
PERMIT FEE
PLUMBING PERMIT
Filing FOG 20.00
Each Trap
7.00
Solar Drheat um waterh ater
23 ' 00
Water I In
15.00
Each gas -water heater vent
15.00
Gas pi in stem 1 - 5 utlets
15.00
Building sewer
15.00
Mobile Ho:m�:e��W �
PERMIT FEE I *
ELECTRICAL PERMIT A
Main Service I "' '" LE"
20" OR LESS
Main Service 200A TO 1000A
NEW CONST. DwaLm oocu .
OR ADONIS. & AOC. BLDS.
NON-RESID. MULTI
POWER AP TUS
I SINOU 0 CIR
Ex. Occup. OUTLET OR ES
FMED t.NS OR
Ex. Occup. OuTLETS
TIXTS ES16. EA
Temporary Service
Mobile Home Facaiti s
anLFee 2 0. 0 0
2 . 0
46.00:[-
5.00
23.00
20.00
23.00
PERMIT F E S
P
MECHANICAL PERM;1T Filing Fee 2-0.00
FHeatina
6.50
ventilation
PERMIT FEt S
a Home 1�; �Ilatlon �Fee $
I Energy Inspection Fee
ryl
Yl��AL FEE $
WFA
0. F
HAZ. I O..K
— . I PT M,000 I CDFA �),I I
; I This permit is hereby Issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By _
PERMIT EXPIRES ON
Date
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530)538-7541 (530)538-2140FAX
FACSIMILE COVER SHEET
Date: Octo.ber 12, 2001
To: 1W Thurman
From:. Linda Simpson
Subject: 'Richard Horn project
Number of pages (including this cover sheet): 4
Telephone NUmber of Receiving Telecopier: 934-7498
If you do not receive all of the pages, please call (530) 538-7541 as soon as possible.
I
Sincerely,
Linda Simpson'
Plans Examiner'
CONFIDENTMLITY NOTE: The information contained in thisfacsimile is confidential and may also contain
privileged information. The information is intended onlyfor the use of the individual to whom it is addressed Ifyou
are not the intended recipient, you are hereby notified that anv use, dissemination, distribution, ofcopying ofthis
communications is strictly prohibited. Ifyou have received thi . sfacsimile in error, please notify me immediatel by
telephone, and return the original to me. Thank you. y
October 12, 2001
Richard Horn
3119 Michael Way
Chicb, CA 95973
9
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(�30) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 047-490-003
Building Permit Number: 0.1-2252
This office reviewed building plans for the permit application referenced above. The plan
examiner's comments are listed in PART - I below. Your complete and clear response will
expedite the �re-check and approval of this project.
PART — I
Provide additional information and/or make revisions to plans, specifications and calculations as
follows:
NON-STRUCTURAL COMMENTS:
1. You have some options concerning the flood elevation certificate. If it is not changed, we
will need new plans showing how you will build the building slab 1.7 feet above grade. If
fill is brought in, a compaction report will be required. Or, you may build below the BFE
and comply with all requirements of Sec 26-24 (b) lb of the flood ordinance, which involves
floodproofing, hydrostatic calculations, and certification by an engineer or architect. In this
case, the certificate will need to be changed. The easiest way to deal with it is to have the
engineer change the Flood Elevation Certificate in Section C3, parts a and e to read 145.7
(BFE) since you are allowed to have detached accessory buildings AT flood elevation, they
do not need to be elevated I foot above.
STRUCTURAL COMMENTS:
none
PART - H
The items identified below must be submitted prior to permit issuance. These items were noted
at time of permit application on the PERMIT APPLICATION DATA SBEET.
Pay Balance of Building Permit fees in the amount of $215.35
I *of 2
If you wish to discuss any non-structural requirements in PART - 1, you may me at (530) 538-
7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions
should be directed to the Plan Check Engineer.
Sincerely,
Linda Simpson
Plans Examiner
2 of 2
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002
ELEVATION CERTIFICATE
Important; Read the instructions on pages I - 7.
SECTION A - PROPERTY OWNER INFORMATION For Insurance.Company., Use::
BUILDING OWNEWS NAME ? ::Polky.Number.
N� r VN MiLr
BUILDING STREET ADOFJESS (Including Ap UrW't. Suite. andt?r Bldg. No.) OR P.O. RO 0 BOX No. Company.:NAIG Number
,\I\C UTM C -1v I t
'Tort (LT*A lt�M V'nri tiAZ)Nr–;�Z
Ntj STATE ZIP CODE
CITY CA
PROPERTY DESCRIP'nON (Lot and Block Numbas. Tax Parcel Number. Legal Description. etc.)
BUILDING USE (e.g.. Residiential. 14&�—entlal. Addition. Accessory. etc. Use Comments section If racessary.) S V\ 0 P
LATITUDEILONGITUDE (OPTKKAL) HORIZONTAL DATUM: SOURCE: J -_I GPS; (Type):,
W - AV - N#iw or ##Awmr) L_j NAD 1927 L__I NAD 1983 L—I USGS Ouad Map L_ -I Other
SECTION 0 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
:' 81. NFIP COMMUNITYNAME & COMMUNIfTY NUMBER 1 82. COUNTYjtLAME 1 183. STATE
B4. MAP AND PANEL B5. SUFFIX L86. FIRM INDEX 87. FIRM PANEL . rL%.F-%j Q rt-%.PVW r -&=V^1 "94tal
ER DATE EFFECTr,/EREVtSED DATE I t'ZONE(S) (Zone AO. use slepth of floocring)
.4y)30. - A
AW11y)30j C ul" 3r. IC�45 M16I lc0x
r _
NUMB
B10. Indicate the source of the BAw Flood Elevati6n (8FE) data or base 116od depth entered In B9.
U FIS Prolile L_j FIRM L_1 Community Detem-dned XOther(Describe):"!5M)C-LX Ite-
i]ll 1. indicate the elevation datum used for to B�E in B9: U NGVD 1929 L-1 NAVD 1988 U Other (Descifbe -4 Chico
B12- Istabuildinglocated in a Coastal Barrier Resources System (CBRS) area orodlerwise Protected Area (OPA)? JjYes DjNo
Desigrlatiort Date:
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
cl. Building elevatioris am based on: j4Consinuctjon Dawings, L_lBuilding Under Construction* L-jFtnished Construction
*A now Elevation Ceffic-." VAH be required when construction of the building is complete.
C2. BuildiN Diagram Number I (Seled this building diagram most similar to the building for which this certificate is being completed - see
pages 6 arid 7. If no diagram accurately represents the building, provide a sketch or pholograph.)
C3- Elww4ons - Zones Al -A30, AE, AH. A (with BFE), VE, VI -V30, V (with 8FE). AP, AR/A. ARIAF- ARIAI-A30, ARIAH. ARIAO
CWVlete items C3a4 below according. to lhe building diagram spedfied in Itern C2. State the daturn used. if the datum is different from
the datin used for to BITE in Section B. convert ft daW to that used tior.the BFE. Show field imeasurements and datum. conversion
calculation, . Use ihe provided or the Comments area of Section D or Section G. as appropriate. to document the datum conversion.
Daturn (4 .4 C�. Conversion/Cornments 4- 0. Cj,-7 LLc6e% I)ATOM
Elevalkinreftrenciemarictsede;iUAM '3626 Doesft appear on the FIRM? L_jYes JXNo
Q a) Top of bottorn'lloor pridudling ISasement or endosure) - b .7 1 1 VA .
(3 b) Top of next higher floor - — IL(m) VESSI
Q C) Bottom of lowest horizontal structural member (V zones only) — fL(m)
0 d) Attached garage (top of stab) — fL(m)
f L(m)
ftfL (Mm))
0 e) Lowest elevation of rnachinery antgor equipment
rn
servicing the bulkiling rn
Q Q Lowest a*cent r fL(m) Z
ade (LAG)
7-
[7,
0 9) K19hest adjacent grade (HAG) fL(m)
0 h) No. of perjnanenj� openings (flood vents) within I It. above adjacent grade i4 C,
U j) Total area of all permanent openings (flood vents) in C3h /j 0 kg sq. in. (sq. cm) Ar
SECTION D - SURVEYOR. ENGINEER, OR ARCI-IrTECT CERTIFICAMON
This certification is to be sWied and waled by a land surveyor, engineer. or architect authorized by law to certify elevation information.
I wd'fY b%w ft kftmdon in Sec&= A A and C on fts cmtfmte represents my best . efforts to kiterpret the data available.
I wxkrSWd*Md any false sWement may be punishable by fine or krlpdso�nt under 18 U.S. Code. Secdyn ' 1001.
CERTIFIER*S NAME .1p j LICENSE NUM—BV-
i r t Z7� IF'Co6Aj 6 SJ
Tni.E /'*i I , . — . COMPANYNAME A C J A' --A Xr— J j %
r:�
P0 a =1211
PPUA F:,rwm Ai --41 �f 1 �";;: rnKMNI IATIrW P;=134 Ar.PR Al I PP"CM K ;=rVnrVK
W', � * * -
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002
ELEVATION CERTIFICATE
Read the instructions on pages I - 7.
SEC71ON A - PROPERTY OWNER INFORMATION 'F6rInsurance.CompanyUse:�
BUILDING OWNER'S NAME Policy. Number -
BUILDING STREE� APDRESS (Including Apl., Unit. Suite. and/or Bldg. No.) OR P.O. RDLF�E AND BOX NO. 2 Company.-NAIC"Number:
NJ i
CITY STATE C_ ZIP CODE 6`I59Q
PROPERTY DESCRIPTION (Lot and Block Numbers. Tax Parcel Number, Legal Description, etc.) �AP N Oq -00'
BUILDING USE (e.g.. Residential. Non-vesidential. Addition. Acoessory. etc, Use Comments section If necessary.) ,, I, r)
LATITUDEILONGITUIDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: L__I GPS (Type):
( W - W - ##.W or ##.#N#W) L_1 NAD 1927 L—I NAD 1983 L—I USGS Quad Map L_1 Other
SECTION B - FLOW INSURANCE PATE MAP (HIM) INFORMATION
1 81. NFIP COMMUNITY NAME S COMMUNITY NUMBER 82. COUNTY NAME T��
?kAe- "V%i� 0&001-1 1 'b'J.'ke- — I
B4. MAP AND PANEL
B5. SUFFIX
86. FIRM INDEX
FIRM PANEL
88. FLOOD
B9. BASE FLOOD ELEVATION(S)
NUMBER
I
DATE
FEB7.
I EF CTIVE/REVISED DATE
ZONE(S)
(Zone AO. use depth of flooding)
I
0 &00 1 -tO 3 2— 9-
C_ 3uwq-'�.
1,118
7Sut-y. '3. 10197 -
P�
19 S, 1-
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
L-1 FIS Profile �_j FIRM �_j Community Determined 1:?$ Other (Describe): _'Sqrue_� 2:44-ly-1 X
811. Indicate the elevation datum used forthe BFE in B9: 1-1 NGVD 1929 L--INAVD1988 MOI:her(Desailbe): C -An Ack',"
BIZ Is the building located in a Coastal Barrier Resources System (CBRS) area or Ctherwise Protected Ar . ea (OPA)? 1 -JI Yes -b4 No
Designation Date:
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: �S]Construction Drawings* L—IBuilding Under Construction* 1--IFinished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see
pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.)
C3. Elevations -Zones Al -A30, AE. AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, ARIAI-A30, AR/AH,AR/AO
Complete Items C3a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from
the datum used for the BFE In Section B, convert the datum to that used forthe BFE_ Show field measurements and datum. conversion
calculation. Use Me space provided or the Comments are of Retction D or Section G, as appropriate, to document the datum conversion.
Datum. Conversion/Comments + "C6NTL
Elevation reiem—noe mark wed C i It - I b rq 34DO Does the elevation refemnce mark used appear on the FIRM? 1_1 Yes No
C1 a) Top of bottom floor oncluding bitwment Or enclosure) I Li G- fL(m)
• b) Top of next higher floor A-1 /A fL(m) & "r ESS/
• c) Bolt= of lowest horizontal structural member (V zones only) A� /A fL(M -a*
J.
• d) Attached garage (top of slab) m) E
• e) Lowest elevation of machinery and/or equipment tu
servicing the building 14 15- AL fL(m) f 53 '7�
• Q Lowest adjacent grade (LAG) I ft.(m) 2_5
• g) Highest adjacent grade (HAG) 1 11 s- _:S fL(m)
• h) No. of permanent openings (flood vents) within I ft. above adrarnt d t, 1A
• i) Total area of all permanent openings (flood vents) in C31h gra e sq. in. (sq. cm) IV06.
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor. engineer, or architect authorized by law to certify elevation information.
/ car* that ft information in Sections A. B. and C on WS certificate represents my best efforts to interpret Me data available.
I understand'that any false statement maybe punishable by fine orimprisonirnent under 18 U.S. Code. Secdon 1001.
CERTIFIER'S NAME LICENSE NUMBER
TITLE COMPANY NAME
F_L)6106k_-rZ
ADDRESS CITY STATE ZIP CODE
SIGWkTURE C_)anc�f'L (SOL J r� DATE TELEPI111E.'.c�
C>,jog
PPUA F:, -,m Al -'Al A(Ir� QQ % PnP r.11NTINI IA-nnN PI=131 Ar.$=q Al I PQr-\Ar)i i.q ;:niTirskm
M.,
any Use:
IMPORTANT. In these spacer, copy the corresponding information from Section A- For insurance Comp
BUILDING I-KEUADORESS (including AM- Unit. Suite. and/or Bldg. No.) OR P.O. K ult�WUOUAN%J. Policy Number
CITY STATE ZIP CODE Company NAIC Number
CA
SECTION D - SURVEYOR ENGINEER. OR ARCHITECT CERTIFICATION (CONTINUED)
COPY both sides Of ihis Elevation Certificate for (1) community official. (2) insurance agent1company. and(3) building owner.
:1) 11111111111: (1, li, - — trpNtp- r -be– o4
LJA Aj��-e rryw\a--b-:�:
here if
E - StEMNG ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (MTHKW BFjj
For ZOM AO UW ZOM A *UvxA 8FE), complete ftems Ell through E3. 9 ft E)avadon Cartftate is intended for use as suppotthg
nb7nadon lbra LOMA or LOMR-F� Secdw C nxist be cwV*W.
EI.&"VDbWMNwTlber k (SeW the hMIng diagram mixg slivilgir to ft buifld[ing for which this certificate is being completed –
$110 Fqjes 6 and 7. If no diagram accix-ately, represents to buMng. pivAde a sketch or photograph.)
E2.7MlopdVMt,ttG 0JC4ft.(m)Qrjin,(cm) Vjaboveor L_Jbekw
(die* one) to highest adjacerd grade.
E3. FOr ZWO AID Mly- If no flood depth nw1w is available. Is top of the bottorn flocir elevated in accoidance with the communitys
loodpbn mmeganent ordirmice? Lj Yes Lj No " unkniown. The laical official ffKsst cedrfy this irdbirn-ation In Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIM CERTIFICATION
The property owo or &~3 aullhormed MVresentative who compkAes Secdcris A. B, and E for Zone A (wilihout a FEMMssued or
cormwnity4spied BM or Zone AO axist sign here.
NAMF,
CITY STATE MIR CODE
DATE TELEPHONE
M3
Check here if aftachments
MIR -1 =.
The Will! G&Wwho Is auftirtzed by low or oidlim Ilo adn*ftw the comiywWs floodplain managenwd ordinance can cmVkft
Sections A. 6. C (or 4 and G of lift Beyation Cwtificate. Carpl@W fe q*ac" "s) and sign below.
G1 - LJ The witraon in Sectkm C was taken fmm other dooijmeit9lon VW has beert sWied and embossed by a licensed -Surveyor.
algirim. arwchltect who ls*auUWrjMd by State or kxNM law to cw* elevation Inliormation. (indicatethe source and date of the
SW'dM data in the Comments area below.)
Gz Lj A mmitinity draw completed Section E for a buildingi located in Zone A (withooA a FEMAwissued or comnxxdy4ssued SFE) or
ZoneA0.
G3. U The bboing injormatim (items G4 -G9) is provided for community floodplain, management purposes.
GT Pis penit im been issued for
. U New Construction L-1 SubStarftl Improvement
G8. Bevation of as -Wit krwest floor (including basement) of the bulldng is: fL(m) Datum:
G9. . SFE or (M Zone AD) depth of ficoding at r* bLnjding site is: ft.(m) Datum:
LOCAL OFF11CLAVS NAME TITLE-
COMMUM11 T FAPME TELEPHONE
S DATE
COMME
I 1C here if attachments
Or -01 Ar -Cc,' A[ I DQPXACV M �rUTInhijCZ
SITE PLAN REVIEW APPLICATION
Date: Cp� AP# L-4 -7 - 2)
Permit Number (if applicable) Q
. APPLICA�TINFORMATION Parcel Size: 3, 18 A
Owners Name: -HOT2-PJ r2- i c,)-4 A 12��
Owners Address
) 9 M I. C_ H A E'L- �\/
0, H I C, (D C-4
,� 5C) ? 13
Telephone No.:
Situs Address: V,) C-rc) tR brZ
Proposed Use:
Residential
0 New SingleFamily Residential
Single Family Addition
M Mob1le'Home
F-1 Residential Accessory
F-1 Permanent Second Dwelling
Temporary Mobile Home (Aunt Minnie)
Temporary Travel Trailer
Multi -family
Non-tesidential
F-1 New Commercial
Ej Commercial Addition
F-1 New Industrial
M Industrial Addition
E] Single Family Remodel
F] Commercial Remodel
F-1 Industrial Remodel
Other
Ej Septic Well
F� Agricultural Exempt Building
a Other: ' S -TC- C- )_ P, L -Y r F. E) Cr
Brief Explanation (if necessary):
DO NOT WRITE BELOW THIS LINE
DE VEL OPMENT SER VICES INFORMA TION (For 7taff Use)
Fj Approved Conditionally Approved
I
Site �lan Stamped Approved
By Date
Page I of 5,
El Resolve Problems Prior to Approval
ALL ITEMS CHECKED APPLY TO THE PROPERTY
Parcel Is In:
F-1 Snow Load Area:
F-1 Land Conservation' Act Minimum Acreage:. E] Verify residence can be built per contract
Nitrate Action Plan (See Environmental Health for standards)
Watershed Protection Overlay Zone (See attached standards and requirements)
Expansive Soils (Test for expansive soils and if verified proper foundation design required)
SRA - (CDF to determine specific requirements)
I 00 -Year Flood Plain: (See attached)
Flood Zone: I A'
0-3 'LS e—, Index Date:
Flood Panel No.: -6-
Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board)
Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)
North Chico Specific Plan (See Development Fees Section and attached standards and requirements)
F-1 Chapman/Mulberry (See attached standards and requirements)
Cohasset Area (See attached standards and requirements)
Grading Zone (See attached handout)
Use Requires:
F-1 Use Permit Minor Use Permit Administrative Permit
F-1 Minor Variance Variance
--------------------------------------------------------------------------------------------------------------
F Detached Building Use Form Encroachment Permit
F Agricultural Worker Affidavit Agricultural Acknowledgement Statement
Zoning: A
Applicable Building Setbacks:
f-1 Setbacks drawn on site Plan. CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Zoning Co4e
Streets & Highways
Fire Prevention
Subdivision Map
Front
Side
t
r> G
Height
Waterway
N/A
N/A
N/A
f-1 Setbacks drawn on site Plan. CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Applicable Development Fees:
Standard Fees Amount Formula
F� Fire
School*
F� Parks/Recreation
r_1 Roads
Fl Sheriff
F� Drainage
M NCSP/CSA 87
F-1 Chico brban Area — Road
F-1 Thermalito Impact
F� Other
-------------- m -----------------------------------------------------------------------------------------------------------
Subdivision' Map Special Fees
I .
F-1
Water Tender
F]
Ro'ad Improvement
F-1
North Oroville Area
F-1
Other (per map)
Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of
the building permit.
Parcel Created By
n Deeds- I
Date of Creation:
Deed of Reference:
Parcel Frontage on Publicly Maintained Road:
Complies with County Standards for Deed Creation:
Comments:
Legal Access Provided: El No
Legal Access Required E]No
El No El Yes, Road Name: -
0 No 0 Yes
El Yes
El Yes
F� Parcel Deemed to be legal
E] Verify Legal Parcel Verif� Legal Access OProvide Deed of Creation
Obtain a Certificate of Compliance
Obtain a Merger R Obtain a Lot Line Adjustment
Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
Construct road to: - R Meet Parcel size required by zone
Meet current Environmental Health Department requirements
Page 3 of 5
M
g= Subdivision Map/Parcel Map:
Map Date of Recording: --?-16- &0
Lot:—,—/
F� Use Permit/Minor Use Permit
Permit Number:
Book: —7-7
Date of Approval:
7 Comply with the following Conditions of Approval:
EKE
El Meet the Fire Safe Regulations of Butte County and P.R.C. 4290
Page: 9-7
F -I Automatic fire suppression sprinkler systems shall be installed in accordance with the
National Fire Protection Association Standard for installation of sprinkler systems in one
and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized
community water system, with hydrants that meet the Fire Department specifications, serves
the parcel.
F -I Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission
requirements of the California Clean Air Act of 1988, as amended.
F� . Provide an erosion control plan for building and land disturbance on slopes steeper than
30%. The Erosion Control Plan must be prepared by a registered civil engineer or other
qualified professional and be submitted to and approved by the Department of Public
Works. -
A plan prepared by a certified arborist, botanist or landscape architect that shows the existing
on-site mature trees, located in any area proposed for buildings and vehicular access, and
provides for methods to protect the trees identified to be preserved, shall be provided to and
approved by the Planning Division prior to the issuance of building permits and/or prior to
grading or vegetation removal. The removal of mature trees shall be minimized, where
possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in
diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -I
ratio' utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a
circular zone (minimum 40 -foot radius) identified by an orange fence during construction
activities. No vegetation removal, soil disturbance, or other development activities shall
occur within the fenced area.
F—I Measures shall be taken to control fugitive dust emissions from all driveway and other civil
construction associated with residential development. Approved dust control measures are
found in the fugitive dust control plan for the site approved by the Butte County Air Quality
Management District, a copy of which can be obtained from the Butte County Department
of Development Services, Building Division."
F� Engineered foundations are required.
F Class A roofs are required.
Page 4 of 5
F -I
Summary of Specific Requirements:
J- K)C) f3 US
To Q;:�,,. 6,4--' D -P -F st�x2- F- G L) i f— N-, G ) —I ,
I)PPUCApj7- PLizNS T --O
BVI L -D A c o -S 6 W -r>H) oJ f2
This information provided in this summary is based on the application information and on the best available data at the time
of review.
CAMy Documents\Building Permit Site Plan Reviewl.doc
Page 5 of 5
PROJECT: -
LOCATION:
OWNER:
JOB NUMBER:.
DATE:
CODES:
NorthStar
ENGINEER-ING
Civil Engineers * F�Gners - Surveyors
STRUCTURAL CALCULATIONS
Foundation Calculations Only for 40'x 60"Metal Building
Nord, CA
Thurman Construction- -
7502
August 29, 2001
C alifomia Building Code, 1998 Edition
LOADS: Seismic Zone: 3
Wind Speed: 80 mph Exposure: C (Method 2 used, u.n.o.)
Soil Bearing: 1500 psf (per CBC TABLE 18 -I -A)
NOTES: Are Special Inspections required for Engineering Elements Designed by
NorthStar Engineering? No
NorthStar Engineering is not responsible for these calculations unless this
sheet is stamped by a registered professional engineer and wet signed
with RED or BLUE ink.
GENERAL: Any structural or non-structural items that are not specifically addressed in
the following calculations and or details are designed by others and are not
the responsibility of NorthStar Engineering.
13UTTP- COUN r I
Page 1 of BUILDING DF-PARTMEW
AQPP0VFD
BY: JMR NORTHSTAR ENGINEERING
08/29/01 20 DECLARATION DRIVE
JOB NO: 7502, CHICOj CA 95973
PAGE: OF: 3 (530) 893-1600
DESIGN OF FOOTINGS BASED ON FORCES DETERMINED BY A & S
BUILDING SYSTEMS FOR JOB NO. 299-3797-E
FOOTINGS AT ENDWALLS LINES 1 AND 4
'MAXIMUM HORIZONTAL MAXIMUM VERTICAL
LOAD (KIPS) LOAD (KIPS)
0.0 OUTWARD 3.1
DOWNWARD
0.0 INWARD 3.7
UPWARD
ALLOWABLE SOIL BEARING 1500
PSF
BEARING AREA REQUIRED 2.1
SQ.FT.-
12"X 12" PERIMETER FOOTING ? Y
(Y = YES: N = NO)
LENGTH OF FOOTING USED 8.0
FT
THICKNESS OF SLAB 4
INCHES
UPLIFT RESISTANCE (FTG + SLAB) 2.5
KIPS
TRY THE FOLLOWING DIMENSIONS:
W WI DTH 2.67
FT
L LENGTH 2.67
FT
D DEPTH 1.50
FT
MAXIMUM BEARING CAPACITY =
10.2
KIPS
OKAY
MAXIMUM UPLIFT CAPACITY =
3.7
KIPS
OKAY
WHERE:
P = MAXIMUM ALLOWABLE UPLIFT (Wt + F)
1.20
KIPS
Wt = FOOTING WEIGHT =.15 KCF * W L * D
1.20
KIPS
F = RESITANCE DUE TO FRICION u N * A
0.00
KIPS
u = COEFICIENT OF FRICTION OF SOIL
0
A = SURFACE AREA OF FOOTING AGAINST SOIL
16.00
SQ. FT.
E = EQUIVALENT FLUID PRESSURE ON SIDES
30
PSF
N = NORMAL FORCE TO THE FOOTING = (E * D) /2
22.50
LB
USE 2'- 8" x 2'- 8" x l'- 6" DEEP FOOTING
t
T
I
BY: JMIR
08/29/01
JOB NO: 7502
NORTHSTAR ENGINEERING
20 DECLARATION DRIVE
CHICO, CA 95973
PAG E: -3 OF: (530) 893-1600
DESIGN OF FOOTINGS BASED ON FORCES DETERMINED BY A & S
BUILDING SYSTEMS FOR JOB NO. 299-3797-E
FOOTINGS AT RIGID FRAME LINES 2 AND 3
MAXIMUM HORIZONTAL
LOAD (KIPS) -
1.9 OUTWARD
5.4 INWARD
ALLOWABLE SOIL BEARING
BEARING AREA REQUIRED
12"X 12" PERIMETER FOOTING ?
(Y = YES: N = NO) -
LENGTH OF FOOTING USED
THICKNESS OF SLAB
UPLIFT RESISTANCE (FTG +SLAB)
TRY THE FOLLOWING DIMENSIONS:
W WIDTH
L LENGTH
D DEPTH
WHERE:
MAXIMUM BEARING CAPACITY =
MAXIMUM UPLIFT CAPACITY =
MAXIMUM VERTICAL
LOAD (KIPS)
6.2 DOWNWARD
5.1 UPWARD
1500 PSF
4.1 SQ.FT.
Y
8. 0 FT
4 INCHES
2.5 KIPS
3.00 FT
3.00 FT
2.25 F -T
13.8 KIPS OKAY
5.1 KIPS OKAY
P = MAXIMUM ALLOWABLE UPLIFT = (Wt + F)
2.60
KI PS
Wt = FOOTING WEIGHT =.15 KCF * W L * D
2.60
KI PS
F = RESITANCE DUE TO FRICION = u N * A
0.00
KIPS
u = COEFICIENT OF FRICTION OF SOIL
0
SQ. I N.
A = SURFACE AREA OF FOOTING AGAINST SOIL
27.00
SQ.FT.
E = EQUIVALENT FLUID PRESSURE ON SIDES
30
PSF
*
N = NORMAL FORCE TO THE FOOTING = (E * D) /2
33.80
LB
USE 3'-0" x 3'-0" x2'-3" DEEP FOOTING
DETERMINE AREA OF STEEL REQUIRED TO RESIST OUTWARD THRUST
MAXIMUM FORCE ACTING AWAY FROM SLAB
5.4
KIPS
MINIMUM STEEL YIELD STRENGTH Fy
40.00
KSI
M"INIMUM AREA OF STEEL REQUIRED
0.2
SQ. I N.
ACTUAL AREA OF STEEL PROVIDED
0.4
SQ. I N.
OKAY
Ust # 4 HAIRPIN AROUND EACH SET OF ANCHOR BOLTS
LNU41-N
RING.
Ali TA.
A&S
BUILDING
SYSTEMS,
L F'i
CARYVILLE,. TENNESSEE 37714
4'
0
A&S Buil.dina.Svstema, L.P..
LETTER OF CERTIFICATION
August 23, 2001
Thurman Construction, Inc.
6393 County Rd. 48
Willows, CA 95988
Re: A & S, Job No.: 299-3797-E
Location: Nord, CA
Building Size:
"A"
Width:
40'
Length:
60'
Eave Height:
16'
Roof Slope:
1:12
Bay Spacing:
20'
Building type:
Rigid Frame
Gentlemen:
This is to certify that the above referenced building has been designed
To sustain ho less than the requested 'design loads, as listed in the order
Documentation, in accordance with AISC (Ninth Edition) and/or AISI
(1986 Edition with 1989 Revisions), and ANSI/AWS D 1. 1-2000 procedures.
As applicable, specifically as follows:
Code:
UBC 1997
Live Load:
20 PSF Roof
Live Load:
12 PSF Frame
Snow Load:
0 PSF Ground
Wind Load:
80 MPH (Exposure Q
Dead Load:
Metal Building
Collateral:
0 PSF
Seismic:
Zone 3
Other:
None
This letter of certification includes only the steel building above as
designed and produced by A & S Building Systems, L.P., Caryville,
TN, an AISC Certified Manufacturer -MB, and specifically excludes
all foundation, masonry or general contract work.
Sinc
A 6
AUG 2 7 2001
Importance: 1.0
Importance: 1.0
Importance: 1.0
0/- ZZ3 7-
1BUTTF- COUNTY
BUILDING DEPARTMENI
&pPROVED
I / 0/1'0/ 0 / R. *-
P.O. Box 53, Hwy. 25 West, Caryville, TN 37714, Phone: (865) 426-2141 Fax: (865) 426-2011
J� & S BUILDING SYSTm* INC.
DATE 08-22-01 16:23:18 CARYVILLE, TENNESSEE
DESPRT-SLST-D93
RUN NO. D93797E
SHEET 1.OF
JOB NO. 299-3797
MADE BY DATE
CHKD BY DATE
COLD FORM DESIGNED USING 1986/89 AISI SPECIFICATIONS.
PANEL ***
26 GA. VISTASHEEN ROOF
26 GA. VISTASHEEN 50 KSI WALLS
BAY SPACING *** (FROM ENDWALL C)
3 BAYS @ 20.00 FT.
PURLINS ***
BAYS FROM ENDWALL "C" - AT SIDEWALL "B" AND AT SIDEWALL."D"
3 SAYS OF BZ16 SIMPLE SPAN @ 5.000 FT., WITH BOLTS AT.CLIP
SIDEWALL B GIRTS (FROM ENDWALL C)
1 BAYS OF 8Z14 FLUSH FRAME @ 7.333 12.333
1 BAYS OF 8Z16 FLUSH FRAME @ 7.333 12.333
1 BAYS OF 8Z14 FLUSH FRAME @ 7.333 12.333
SIDEWALL D GIRTS (FROM ENDWALL C)
1 BAYS OF BZ14 FLUSH FRAME @ 7.333 12.333
1 BAYS OF 8Z16 FLUSH FRAME @ 7.333 12.333
1 BAYS OF 8Z14 FLUSH FRAME @ 7.333 12.333
30
GENERAL BUILDING INFORMATION
---------
BUILDING SERIES ...
-------------------------------
RF
-----------
LIVE LOAD (ROOF) ...
------
20.00 PSF
SPAN ..............
40.000FT.
LIVE LOAD (FRAME) ..
12.00 PSF
.RAVE HEIGHT (B) ...
16.000 FT.
WIND LOAD ..........
80. 00 MPH
EAVE HEIGHT (D) ...
16.000 FT.
SNOW LOAD ..........
20.00 PSF
ROOF SLOPE ........
1.000/12
DEAD LOAD ...... ; ...
STRUCTURAL ONLY
END FRAME (C) .....
BEARING FRAME
COLLATERAL LOAD ....
0.00 PSF
END FRAME (A)
BEARING FRAME
BUILDING CODE ......
COLD FORM DESIGNED USING 1986/89 AISI SPECIFICATIONS.
PANEL ***
26 GA. VISTASHEEN ROOF
26 GA. VISTASHEEN 50 KSI WALLS
BAY SPACING *** (FROM ENDWALL C)
3 BAYS @ 20.00 FT.
PURLINS ***
BAYS FROM ENDWALL "C" - AT SIDEWALL "B" AND AT SIDEWALL."D"
3 SAYS OF BZ16 SIMPLE SPAN @ 5.000 FT., WITH BOLTS AT.CLIP
SIDEWALL B GIRTS (FROM ENDWALL C)
1 BAYS OF 8Z14 FLUSH FRAME @ 7.333 12.333
1 BAYS OF 8Z16 FLUSH FRAME @ 7.333 12.333
1 BAYS OF 8Z14 FLUSH FRAME @ 7.333 12.333
SIDEWALL D GIRTS (FROM ENDWALL C)
1 BAYS OF BZ14 FLUSH FRAME @ 7.333 12.333
1 BAYS OF 8Z16 FLUSH FRAME @ 7.333 12.333
1 BAYS OF 8Z14 FLUSH FRAME @ 7.333 12.333
30
31
DESPRT-SLST-D93
A S BUILDING SYSTEMS, INC.
RUN NO. D93797E
DATE 08722-01 16:23:18
CARYVILLE, TENNESSEE
SHEET 2 OF
JOB NO. 299- 797
MADE BY DATE
CHKD BY DATE
GENERAL BUILDING INFORMATION
---------------------------------- -- - ------------------------------------- -
--- - ---- - ------------- - -
ENDWALL C (FROM SIDEWALL B)
GIRTS ARE SIMPLE SPAN 7.333
12.333
SPACINGS: 12.00
16.00
12.00 0.00
0.00
COLUMNS: 8C314
8C313 8C313
8C314
BASE PL. PAT.: 1
1 1
1
0
GIRTS: 8Z16
8Z16
8Z16
RAFTER: 19-359 FT. OF 8C314
19.359 FT. OF 8C314
ENDWALL A (FROM SIDEWALL B)
GIRTS ARE SIMPLE SPAN @ 7.333
12.333
SPACINGS: 12.00
16.00
12.00 0.00
0.00
COLUMNS: BC314
BC313 SC313
SC314
BASE PL. PAT.: 1
1 1
1
0
GIRTS: BZ16
SZ16
8Z16
RAFTER: 19.359 FT. OF 8C314
19.359 FT. OF 8C314
BRACING
BRACED AT BAY #: 1
SIDEWALL IIBII:
0.0000 16.0000
.BAY 1 3/8"-C
ROOF - FROM SIDEWALL "B" TO PEAK:
12.0000
BAY 1 1/4"-C
ROOF - FROM SIDEWALL I'D" TO PEAK:
12.0000
BAY 1 1/4"-C
SIDEWALL I'D":
0.0000 16.0000
BAY 1 3/8"-C
31
0 ROOf DcsdjgW - Weight of Steel Building only
COHAteral. 10 Load PSF (Note * when zero)
Roof Uve Load
Primary Framing tz PSF
Secondary Framing PSF
Ground Snow Load PSF Cc= c.? I=
EN Roof Snow Und PSF.
M Wind Load (Note 60' WMH Exposure
Enclosed 0 Part Enclosed Open
Seismic Zone Matz)
C0wcntricaHyBracedFrama(R=5,�, xL.1-2-0
Ordinary Moment Frsmes Of Steel (R =4.�5 ----CL -- 2--- 6)
Ligk Framed Walls w/Shear Panels (R -:5�c;
&pnvalent Iateral Force Procedure, Use&
0 Other Loads
0 Memanina Loads
Live Lead PSF
Dead Load PSF
0 Cme Inforantiow The Crane Building i's designed
based upon a CMAA ScMce Clasdfication C and
AISC Lmding Condition 2.
0 Top Running 0 Underhung
Crane capacity =
Bridge Weight =
Hoisaroffey Weight
Wheel Spacing
0 Roof top Units:
1=6 dedpaM witift convad spiwifications do not d1ow for any type of
system (eg. ligb1s, &wtwod4 pIpIn& ceHingL ... Aft.)
This Metal buddInS rywem In dedgwd a an—enclosed saucture. When
enclosed, A annior components must be dadped to nalst specified wind
losift. Dom am to be closed wben a maximum of 50 % of the design wind
velocity Is reached.
C1 StsndAM (MBMA).
11 SBC
is
Iff UBC
Exposure 0 B
0 C 0 D
0 BOCA
Exposure 0 B
0 C
0 ASCE-7
EVOSM 0 B
0 C
0 Indians
EMMM 0 B
0 C
0 M1888chuetb
Exposure D B
0 C
.0 New York
0 North C;srolina
BMW= 0 B
0 C
0 Ohio
Exposure 0 B
0 C
0 Wisconsin
0
0
9
PIT I.SSURGH TESTING LABORATORY
CATLSUj6Q= 1;81 . .
14SQ LANE AVS'Ht:'2-NC;17r;, 1ACXSVi-.qLLE. FLOPIDA 1=25
AS A WiTU&L P, a--z---7cM To =:--xmTZ. flog "j,1C &W� Z%,XS=.VT2. JLLL :k---ZXTS
.. S '"C
X %:7.4.rrc= IS -�-t C=.-4F---CmTj.Lj. ppap-XyT Cp CL:T.Xr3. AN* AU-.).Cn
Cab.-_LUjI,3"S Zn CZ-
.M&C- =.L a
.2 "Cle 02 a% X=:.
OUX '%W*R-a :& PZaT=Vr2 YVM-1043 21-M WRIT-= APPI-ay.1-
cooe I -ON.) 7=--U00
TH
Cat. No.
EIIS ST'-J.A-ND
-Fer ASr',-A475-
Elf� BOLT
Si=e
MIN.
Sizaking
Ocunds)
the a.bc-.e
tz*blc vill meet or exceed the s?ecified
-minizium azsembly
FWC 250 BA
1/411.
1/2"
6,650
YJC 312 BA
5116
51811
li,*200
F4 C 375 BA
Val,
51818'
15,400
.F -WC 437. EA
7/16's
1 14 ts
20,800
FWC 500 A
1/2"
716f
Tests vare conducted usinE the Flo-L6c Steand *Grips, 'j:w*C E* -*S strand
and FWC eyebalts as set forth in the above table.with all 'tested
assambl*es P-Oviding at lerst- 1007. of the strand rated bre-aking load
per ALSTX.-A475.
WOOD
1FIF;
2677�
STATE OF
N
F
irk V� �/
Certified PITT%SBU".-.GH T-E.53ING LA' -:'O'
Charles L.'M0ore(' P. E.
*.'VC guarant*es t.hat gkll crcss brace assz=blies fabricated in
accor%Aance ---iLh
the a.bc-.e
tz*blc vill meet or exceed the s?ecified
-minizium azsembly
brcz.kinS
strength.
Y
NOTES:
Section properties and alloymbles are computed In accordance vAlh the
1986 edition of the AISI specifications vvith 1989 addendum.
a 1, and Iyare for deflection determination
X x
0 So and Sy are for bending
R .1875
0 Fy = 57.0 KSI
0 Fu = 70.0 KSI
Y
GENERALDATA
SECTION PROPERTIES
Section Name
DIMENSIONAL PROPERTIES
ALLOWABLES
AXIS X -X
AXIS Y -Y
DxB
Gage
Thick
Weight
Area
Lip
ma
V,
11
SNO
Rx
I,
Sys
Rr
Vn)
(In)
Iblif
(In2)
(in)
(H - k)
(kips)
(W)
(Inj
(in)
(in')
(in)
On)
8 x 2.5 C16
8 x 2.5
16
0.059
2.996
0.822
0.773
4.744
2.332
7.791
1.668
3.078
0.675
0.335
0.906
8 x 2.5 C15
8 x 2.5
Is
0.065
3.080
0.906
0.788
5.415
3.124
8.566
1.904
3.075
0.743
0.375
0.906
8 x 2.5 C14
8 x 2.5
14
0.070
3.317
0.976
0.800
5.827
3.907
9.210
2.049
3.072
0.800
0.408
0.906
8 x 2.5 C13
8 x 2.5
13
0.085
4.028
1.185
0.836
7.683
7.023
11.126
2.701
3.065
0.970
0.511
0.905
8 x 2.5 C12
8 x 2.5
12
0.105
4.976
1.463
0.885
9.705
12.661
13.649
3.412
3.054
1.196
0.649
0.904
10 x 2.5 C16
10 x 2.5
16
0.059
3.197
0.940
0.773
5.863
1.842
13.256
2.061
3.755
0.719
0.336
0.*875
10 x 2.5 C15
0 x 2.5
15
0.065
3.522
1.036
0.788
6.830
2.466
14.582
2.401
3.752
0.792
0.376
0.874
10 x 2.5 C14
10 x 2.5
14
0.070
3.793
1.1`16
0.800
7.608
3.083
15.685
2.675
3.750
0.853
0.410
0.874
10 x 2.5 C13
10 x 2.5
13
0.085
4.606
1.355
0.836
10.489
5.538
18.973
3.688
3.742
1.035
0.513
0.874
10 x 2.5 C12
10 x 2.5
12
0.105
5.690
1.673
0.885
13.263
10.483
23.316
4.663
3.733
1.277
b.654
0.874
12 x 2.5 C16
12 x 2.5
16
0.059
3.598
1.058
0.773
6.997
1.522
20.601
2.460
4.412
0.754
0.337
0.844
12 x 2.5 Cl 5
12 x 2.5
15
0.065
3.964
1.166
0.788
8.119
2.037
22.670
2.855
4.410
0.830
0.377
0.844
12 x 2.5 C114
112 x 2.5
14
.0.070
4.269.
1.256
0.800
9.014
2.546
24.391
3.169
4.407
0.894
0.411
0.8v
U x 2.5 C 13
12 x 2.5
13
0.085
5.184
1.525
0.836
13.385
4.571
29.529
4.706
4.401
1.085
0.515
0.844
12 x 2.5 C12
12 x 2.5
12
0.105
6.404
1.883
0.885
17.22
36.329
6.055 1
4.392 1
1.340 1
0.657 1
0.843
MA.- A...-1 V1 4 nna File: c:\ennrform\section properties of ceesi.doc
y
x x
R 1875
Section Name
DxB
(1n)
GENERALPATA
DIMENSIONAL PROPERTIES
cage Thick Weight
(In) lb/If
Are
(in;a)_
Lip
(in)
ALLOWABLES
Ml vs
(11 - k) (kips)
NOTES:
Section properties and allowables are computed In accordance wilh the
1986 edition of the AISI specifications vAlh 1989 addendum.
1. and ly are for deflection determination
S. and Sy are for bending
0 Fy = 57.0 KSI
a Fu = 70.0 KSI
BECT104 PROPERTIES
AXIS X -X AXIS Y -Y
is sms R. S, R,
(In4) (in') (in) (in') (In)
14 x-2.5 C16
14 x 2.5
to
0.059
4.000
1.176.
0.773
8.144
1.296
30.063
2.863
5.055
0.781
0.337
0.8is
14 x 2.5 C15
14 x 2.5
Is
0 . .065
4.406
1.296
0.788
9.427
1.735
33.089
3.314
5.053
0.861
0.378
0.815
14 x 2.5 C14
14 x 2.5
i4
0.070
4.745
1.396
0.800
10.444
2.169
35.608
3.672
5.051
0.927
0.412
0.815
14 x 2.5 C13
14 x 2.5
13
0.085
5.762
1 *.695
0.836
15.347
3.891
43.134
5.396
5.045
1.126
0.516
0.815
14 x 2.5 C12
14 x 2.5
12
0.105
7.118
2.093
0.885
21.580
7.357
53.110
7.587
5.037
1.390
0.659
0.815
RevIslon Date: Atipst 12. 1998
Flle: 0engdorrnksecllon propedles of ceesldoc
y
x x
R 1875
y
NOTES:
Section properties and allowables.are computed In accordance w1h the
1986 edition of the AISI specifications vAlh 1989 addendum.
0 1. and I, are for deflection delermination
0 S. and Sy are for bending
0 Fy = 57.0 KSI
0 Fu = 70.0 KSI
SeclIon Name
8 x 3.5 C16
DxB
On)
8 x 3.5
8 x 3.5
DIMENSIONAL
Gage
16
15
GENERAL
PROPERTIES
Thick
on)
0.059,
0.065
DATA
Weighl
Ib / If
3.197
3.522
Aiea
(W)
0.940
1.036
Lip
(in)
0.773
0.787
ALLOWABLES
M,
(ft - k)
4.870
V,
(kips)
2.332
SECTION PROPERTIES
AXIS X -X
SX8 R,
On') (W) (in)
9.652 1.712, 3.204
Ir
(W)
1.523
AXIS Y -Y
S,
On')
0.548
Rr
(In)
1.273
5.714
3.124
10.612
2.009
3.2011
1.678
0.614
1.273
8 x 3.5 C15
8 x 3.5 C14
8 x 3.5
14
0.070
3.793
1.116
6.402
3.907
11.411
2.251
3A98
1.808
0.670
1.273
8 x 3.5 C13
8 x 3.5
13
0.085
4.606
-
1.355
0.836
8.092
7.023
113.789
2.845
3A90
2.1 96
0.841
1.273
8 x 3.5 C12
a x 3.5
12
-
0.105
5.690
-
1.673
0.885
10.164
12.661
16.921
3.574
3.180
2.712
1.074
1.273
110 x 3.5 C16
10 x 3.5
16
0.059
3.698
f.058
0.773
6.07 1
11.842
16.171
2.134
3.909
1.633
0.550
1.242
3.964
1.166
0.787
7.102
2.466
17.790
2.497
3.906
11.800
0.6`17
1.243
-
10 x 3.5 C15
10 x 3.5
15
0.065
10 x 3.5 C14
10 x 3.5
14
0.070
4.269
1.256
0.800
8.033
3.083
19.136
2.824
3.904
1.939
0.673
1.243
5.184
1.525
0,836
11.022
5.538
23.151
3.875
3.897
2.356
0.845
1.243
10 w 3.5 C13
10 x 3.5
13
0.085
0.105
6.404
1.883
0.885
13.827
10.483
28.456
4.86 1
-3.887
2.912
1.243
10 x 3.5 C12
10 x 3.5
12
12 x 3.5 C16
12 x 3.5
16
0.059-
4.000
1.176
0.773
7.279
1.522
24.808
2.559
-
4.592
1.721
0.552
1.210
4.406
1.296
0.787
8.494
2,037
27.299
2.086
4.590
1.897
0.618
1.210
-112 x 3.5 C15
12 x 3.5
15
0.065
12 x 3.5 C14
12 x 3.5
14
0.0 70
4.745
11.396
0.800
9.506
2.546
29.372
3.370
4.588
-
2.044
0.675
1.210
1.695
U.Bjtj
I i q
4.571
-
35.563
4.674
4.581
2.484
0.849
1.211
12 x 3.5 C13
1293.5
13
0.085
5.762
12 x 3.5 C12
I
12 x 3.5
12
0.105
7.118
0
:�2.093
d-1
0.885
17JI11D
1
1'''
43.758
T1
3.071
1
1-088
1.211
File: c:\engrform\secllon properiles of cees2l.doc
Revision Dale: August 12, 1098
y
NOTES:
Section properties and allowables are computed In accordance Wlh the.
1986 edition of the AISI specifications vAth 1989 addendum.
I, and Iv are for deflection determination
x x
So and Sy are for bending
R.. 1875
Fy = 57.0 KS I
Fu = 70.0 KSI
GENERAL DATA SECTION PROPERTIES
Section Name DIMENSIONAL PROPERTIES ALLOWABLES AXIS X -X AXIS Y -Y
DxB
Vn)
Gage
Thick
on)
Weigh(
lb/11
Area
Vn2l
Lip
(in)
ma
(fl - k)
V,
(kips)
Is
(10)
S96
(in')
Rx
(in)
11
(W)
Sys
(in])
R,
(in)
14 x 3.5 C16
--
14 x 3.5
16
0.059.
4.401
1.294
0.773
8.489
1.296
35.797
2.985
5.259
1.793
0.552
1.177
14 x 3.5 CIS
14 x 3.5
15
0.065
4.848
1.426
0.78T
9.893
1.735
39.399
3.478
5.257
1.976
0.619
1.177
14 x 3.5 C14
14l x 3.5
14
0.070
5.221
1.536
0.800
11.148
2.169
42.400
3.920
5.255
2.130
0.676
1.178
14 x 3.5 C13
114 x 3.5
U
0.085
6.340
1.865
0.836
15.370
3.891
51.364
5.404
5.248
2.589
0.851
1.178
t4l x 3.5 C12
14 x 3.5
12
0.105
7.832
2.303
-0.885
21.533
7.357
63.246
7.571
5.240
3.202
1.091
1.179
Revision Oale: Atigiisl 12, 199191 File: c:%enqrform%secllnn properties of cees4.doc
0
y
NOTES:
Section properties and allowables are computed In a ccordance vAth the.
1986 edition of the AISI specifications vAlh 1989 addendum.
M It and ly are for de flection determination
x T-- x
0 So and Sy are for bending
0 Fy = 57.0 I(SI
Fu = 70.0 KS1
Section Name
GENERAL DATA
DIMENSIONAL PROPERTIES
ALLOWABLES
SECTION PROPERTIES
AXIS X -X
AXIS Y -Y
DxB
on)
Gage-
Thick
(In)
Weight
lb/If
Area
(in2)
Lip
(in)
Me
_j(l - k)
V,
(kips)
is
(In4)
Ste
(In3)
Re
(in)
1,
(in')
see
(in])
Re
(in)
B)f 3.5 C16
(2) 8 x 3.5
16
0.059
0.394
11.881
0.773
9.739
4.665
19.303
3.424
3.204
5.133
0.963
1.652
80.5CIS
(2) 8 x 3.5
15
0.065
7.044
2.072
0.787
11.728
6.248
21.225
4.016
3.201
5.674
1.078
1.655
8 x 3.5 C14
(2) 8 x 3.5
14
0.670
7.586
2.231
0.1loo
'12.803
7.814
22.822
4.501
3.198
6.130
1.178
1.657
8 x 3.5 C13
(2) 8 x 3.5
13
0.085
9.212
2.709
0.836
16.1183
14.046
27.578
5.690
3.190
7.506
1.502
1.664
8 x 3.5 C12
(2) 8 x 3.5
12
0.105
11.3794
3.347
0.885
20.329
25.320
33.843
7.147
3.1180
9.374
1.971
11.674
Revision Dale: Asigtist 12, 1998
He: c:%enqrform\sec11on properties of ceesS.doc
x
y
NOTES:
12
Section properties 'and allowables are computed In accordance Wlh the.
1986 edition of the AISI specifications with 1989 addendum.
T Ir and Iyare for deflection determination
So and Syare for bending
Fy = 57.0 KSI
Fu = 70.0 KSI
GENERAL DATA
SECTION PROPERTIES
Section Name
DIMENSIONAL PROPERTIES
ALLOWABLES
AXIS X -X
AXIS Y -Y
D x BI x 82
On)
Gage
Thick
(In)
Weight
lb/If
Area
(In2)
Lip
(in)
me
(fI - k)
va
(kips)
1.
(W)
sts
(W)
Rx
(in)
1,
(in')
S,*
(W)
R,
(in)
8ES16
8 x 3.375 x 5
16
0.059,
3.598
1.058
1.088
5.377
2.350
10.936
11.890
3.215
2.902
0.717
1.656
8ES14
8 x 3.'375 x 5
J4
0.070
4.269
1.256
1.114
7.109
3.937
12.924
2.499
3.208
3.440
0.876
11.655
BES12
8 x 3.375 x 5
112
0.105
6.404
1.883
11.200
11.379
12.754
19.1143
4.001
j.188
5.142
1.408
1.653
ICESIB
10 x 3.375 x 5
16
0.059
4.000
1.176
1.088
6.803
11.853
118.30
2.392
3.946
3.117
0.719
1.628
IOES14
10 x 3.375 x 5
14
0.070
4.745
1.396
1.114
8.991
3.102
21.670
3.161
3.941
3.697
0.880
1.628
NEW
10 x 3.375 x 5
12
0.105
7.118
2.093
1.200
15.523
10.546
32.195
5.458
3.922
5.537
1.422
1.626
112ES16
12 x 3.375 x 5
16
0.059
4.401
1.294
1.088
8.233
1.529
28.050
2.895
4.655
3.294
0.721
1.595
12ES14
12 x 3.375 x 5
14
0.070
5.221
1.536
1A 14
10.852
2.559
33.201
3.815
4.650
3.907
0.883
1.595
12ES12
12 x 3.375 x 5
12
0.105
7.832
2.303
1.200
20.305
8.689
49.422
7.067
4.632
5.855
1.430
1.594
14ES16
14 x 3.375 x 5
16
0.059
4.802
1.412
1.088
9.666
1.302
40.364
3.398
5.346
3.441
0.722
1.561
14ES14
114 x 3.375 x 5
14
0.070
5.697
1..676
1.114
1 2.719
2.178
47.793
4.472
5.341
4,082
0.886
1.561
-114ES112
14 x 3.376 x 6
12
0.105
8.546
2.513
1.200
23.887
7.388
71,250
8.398
5.324
6.120
1.438
1.560
. Revision Dale: August 12. 1968 1 File: c:%engrform%sectlon properties of eave slruls.doc
NOTES:
Section properties and allowables are computed In accordance wilh the
1986 edition of !he AISI specifications %Mlh 1989 addendum.
X.
I, and Iyare for deflection determination
So and Sy are for bending
- L/aw Fy = 57.0 KSI
Fu = 70.0 KSI
y
I
GENERAL PATA
SECTION PROPERTIEG
Section Narna
DIMENSIONAL PROPERTIES
ALLOWABLES
AXIS X -X
AXIS Y -Y
D x BI x B2
(in)
Cage
Thick
(In)
WeIgh(
lb/if
Area
(In2)
Lip
(in)
M,
(11 - k)
V,
(kips)
11
Tn')
SIB
(W)
(in)
1,
(W)
syl
(W)
R,
(in)
8 x 2Z 16
8 x 2.12.5 x 2.375
16
0.059
2.796
0.822
0.911
4.970
2.332
7.759
1.747
3.072
1.081
0.338
1.146
8 x HIS
8 x 2.125 x 2.375
15
0.065
3.080
0.906
0.922
5 .599
3.124
8.534
1.969
3.069
1.194
0.388
IA48
8 x 2Z14
8 x 2.125 x 2.375
14
0.070
3.317
0.976
0.930
6.078
3.907
9.177
2.137
3.067
1.289
0.429
1.150
8 x 2ZJ3
8 x 2.125 x 2.375
13
0.085
4.028
1.185
0.956
7.749
7.023
11.095
2.724
3.060
1.577
0.544
1.154
8 w 2Z12
8 x'2.125 x 2.375
12
0.105
4.976
1.463
0.990
9.519
12.661
13.624
3.347
3.051
1.967
0.678
1.160
10 x 2Z16
110 x 2.125 x 2.375
0
0.059
3.197
0.940
0.9`11
6.154
1.842
13.215
2.164-
3.749
1.081
0.338
1.072
10 x 2ZJ5
10 x 2.125 x 2.375
is
0.065
3.522
1.036
.0.922
7.214
2.466
14.541
2.536
3.747
1.195
0.388
1.074
10 x 2ZJ4
10 x 2.125 x 2.375
14
0.070
3.793
1.116
0.930
8.130
3.083
15.642
2.658
3.745
1.290
0.428
1.075
10 x 2ZJ3
10 x 2.125 x 2.375
13
0.085
4.606
1.155
0.956
10.600
5.538
18.933
3.727
3.738
1.578
0.544
1.079
10 x 2Z12
10 x 2.125 x 2.375
12
0.105
5.690
1.673
0.990.
13.043
10.483
23.285-
-
4.586
3.730
1.968
0,676
1.085
T
Revision Dale: Auqusl 12. 1998 File: clengrform%seclion properlies of zee l.doc
at NOTES:
Section properties and allowables are comptiled In accordance with the
-R-0.1815 1986 edition of the AISI specifications vvilh 1989 addendum.
x -x
It and Ivare for deflection determination
So and Sv are for bending
Fy = 57.0 KSI
Fu = 70.0 KSI
GENERAL DATA
SECTION PROPERTIER
Section Name
DIMENSIONAL PROPERTIES
ALLOWABLES
AXIS X -X
AXIS Y -Y
D x B1 x B2
In)
Gage
Thick
(in)
Weight
Ib / If
Area
'(in2)
Lip
(inL_
M,
(fI - k)
V,
(kips)
1.
(in')
Ste
(in')
R,
(in)
1,
(W)
Sys
(W)
R,
(in)
110 x 3Z16
10 x 3.125 x 3.375
16
0.059
3.598
1.058
10.9111
6.348
1.842
16.131
2.232
3.904
2.582
0.488
1.562
10 v U115
10 x 3.125 x 3.375
15
0.065
3.940
1.166
0.922
7,361
2.466
17.749
2.588
3.902
2.852
0.532
1.564
10 x U114,
10 x 3.125 x 3.375
14
0.070
4.269
11.256
0.930
8.269
3.0.83
119.094
2.907
3.900
3.077
0.570
1.566
110 x U113
10 x 3.125 x 3.375
13
0.085
5.184
1.525
0.956
11.185
5.538
23.112
3.933
3.893
3.759
0.698
1.570
10 x U112
10 x 3.125 x 3.375
12
0.105
6.404
1.883
0.990
14.029
10.483
28.427
4.932
3.885
4.681
0.956
1.577
12 x 3ZJ6
12 x 3.125 x 3.375
116
0.059
4.000
1.176
0.911
7.608
1.522
24.759
2.675
4.588
2.583
0.490
1.482
12 x 3Z15
112 x 3.125 x 3.375
15
0.065
4.406
1.296
0.922
8.806
2.037
27.250
3.096
4.586
2.852
0.534
1.484
12 x 3Z14
12 x 3.125 x 3.375
14
0,070
4.745
1.396
0.930
9.869
2.546
29.321
3.470
4.584
3.078
0.573
1.485
12 x V113
12 x 3.125 x 3.375
13
0.085
5.762
1.695
0.956
13.462
4.571
35.515
4.733
4.578
3.760
0.701
1.490
12 x U112
12 x 3.125 x 3.375
12
0.105
7.118
2.093
0.990
18.129
8.646
43.722
6.374
4.570
4.682
0.959
1.495
14 x U116
14 x 3.125 x 3.375
16
0.059.
4.401
1.294
Oil
8.873
1.296
35.739
3.120
5.255
2.583
0.490
1.413
14 x U115
14 x 3.125 x 3.375
15
0.065
4.848
1.426
0.922
10.256
1.735
39,342
3.606
5.253
2.853
0.535
1.414
14 x U114
14 x 3.125 x 3.375
14
0.070
5.221
1.536
0.930
11.479
2.169
42.339
4.036
t.251
3.078
0.575
1.416
14 x 3Z13
14 x 3.125 x 3.375
13
0.085
6.340
1.865
0.956
15.572
3.891
51.307
7.240
5.246
3.760
1
0.704
1
11.420
1
14 x U12
14 w 3.125 x 3.375
12
0.105
1 7.832
2.303 1
22.092
7.357
63.204
7.767
5.238
4.682
0.961
1.426
Revislonnate: Aiipsl 12. 1996 File: c1engrform\seclion proper'lles of zee2.doc
122 NET COVERAGE
NOTES:
251160 73/80 .2511 8
The panel section properties havei been calculated In accordance with the 1986 edition of the AISI specifications with
1989 addendum.
131160 7/8"
5/8-
Ix Is for deflection determination
S, Is for bending
Ma Is allowable bending moment
The panel weight has been deducted from the allowable loads
Vahies shown for wind load deflection are limited by a maxImum deflection ratio of U`120
0 Allowable load values shown are based on panel covering 3 equal continuous spans. Multiply allowable stress
12" Ultra-Dek & Double -Lok Panels
values shown by 0.8 for 2 span conditions .
0 Load table values do not Include web crippling requirements
PANEL PROPERTIES
PANEL TOP IN COMPRESSION (Fy)
PANEL BOTTOM IN COMPRESSION (Fy)
Design Thickness Weight Fy
14
Sx
Ma
It
S,
M,
GA.
(in) (psf) (ksi)
In4/fi
In3 / it
In-kIp / ft
In4 I It
In3ift
In -kip ft
24
0.0223 1.34 50.0
0.3276
0.1471
4.40
0.20'10
0.1090
3.26
22
0.0286 1.72 50.0
0.4225
0.1907
5.71
0.2772
0.1459
4.37
ALLOWABLE
UNIFORM LOADS IN FOUND$ PER SQUARE FOOT
24GAUGE
22 GAUGE
Span In Feet Live Load Stress
Live Load Deflection Live Load Stress Live Load Deflection
4.0
158
681
211
901
5.0
100
348.
134
4.61
6.0
69
202
93
267
7.0-
51
127
68
168
Revision Date: June 16, 1998 File: 0engrform%section properties of panels - 12-ud&dl.doc
0
180 NET COVERAGE
2 511V U 3/8' 2 5/i6'
i3liV -7w
./"4 31`16' 5' 4 MIS'
18"Ultra-Dek & Double -Lok Panels
NOTES:
The panel section properties have been calculated In accordance with the 1986 edition of the At . Sl specifications with
1989 addendum.
• It Is for deflection determination
• S. Is for bending
• Ma Is allowable bending moment
• The panel weight has been deduc led from the allowable loads
• Values shown for wind load deflection are limited by a maximum deflection ratio of Ul 20
• Allowable load values shown are based on panel covering 3 equal continuous. spans. Multiply allowable stress
values shown by 0.8 for 2 span conditions
• Load table values do not Include web crippling requirements
Span In Feet
I I.a I nnfl Qlraaa
24GAUGE
I IVA I nad Deflection
Live Load Stress
22GAUGE
Live Load Deflection
4.0
105
PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy)
141
GA.
Design Thickness Weight Fy
67
260
S4
M, is
S,
Ma
'151
(in) (pso (ksl)
In4 / ft
In3 1111
In -kip I ft In4 / ft
In3 / ft
In -kip / ft
125
24
0.0223 11.22 50.0
0.2599
0.1057
3.17 0.1349
0.0749
2.18
22
0.0286 1.56 50.0
0.3354
0.1379
4.13 0.1867
0.0976
2.92
Span In Feet
I I.a I nnfl Qlraaa
24GAUGE
I IVA I nad Deflection
Live Load Stress
22GAUGE
Live Load Deflection
4.0
105
508
141
67 2
5.0
67
260
90
144
6.0
46
'151
62
199
7.0*
33
95
45
125
Revision Da.te:-June 16.1998
i
File: cAengrformlsection properties of panels - 18-udgdl.doc
7
24'NET COVERAGE
NOTES:
2 5116' 19 3V 2
511 (Or'
The panel section properties have been calculated In accordance with the 1986 edition of the AISI specifications Mth
1989 addendum.
718
13116' 7X
18
Is Is for deflection determination
6 31%1_[�
7 6 3116
r
0 S. Is for bending
0 Ma Is allowable bending moment
0 The panel weight has been deducted from the allowable loads
Values shown for wind load deflection are limited by a maximum deflection ratio of Ui 20
14"LlItra-Dek &
Double -Lok Panels
e Allowable load values shown are based on panel covering 3 equal continuous spans. MulliRly allowa le stress
values shown by 0.8 for 2 span conditions
0 Load table values do not Include web crippling requirements
PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM. IN COMPRESSION (Fy)
GA. Design Thickness
Weight
Fy
S,
ma is
S.
Ma
(in)
(pso
(ksi)
In4 I Ift
In3/ft
—In -kip I It ln'lft
In3 / ft
In-kIp I't
50.0
0.2129
0.0814
2.44 0.1014
0.0547
1.64
24 0.0223
1A6
22 0.0286
1.49
50.0
0.2749
0.1075
3.22 0.1406
0.0733
2.20
ALLOWABLE
UNIFORM LOADS IN FOUND$ PER SQUARE FOOT
24GAUGE
22 GAUGE
Span In Feet
Live Load Stress
Live Load Deflection Live Load Stress Live Load Deflection
4.0
79
405 105 535
5.0
50
207 67 274
6.0
34
120 46 '159
7.0
25
76 33 100
File: cAengrfornn%secfion properties of panels - 24-ud&dl.doc
Revision Date: �une 16. 1998
Revision Dale: August 12, 1990 File: c:%ennrlorm\seclinn properties o( panels - a.doc
364 NET COVERAGE
NOTES:
112-
12'
12"
2 5/16'
6- 6-
The panel section properties have been calcida led In,. accordance with the 1 OB6 edition of the AIS I specifica lions with
1989 addendim
Is for deflection determination
—1 4ir
0 S, Is 6r bending
.
0 M. Is allowable bending moment
0 The wind load stress values have been Increased by 33 1/3.%
"A" Panel
0 Values shown forwind load deflection are limited by a maximtrn deflection ratio of U120
0 Allowable load values shown are based on panel covering 3 equal continuous spans. M11111ply allowable stress
valties shown by 0.8 for 2 span conditions
0 This panel Is to be used as Wall panel only
PANEL PROPERTIES
GA.
Design Thickness Welghl
(In) (pso
Fy
(ksl)
PANEL TOP IN COMPRESSION (Fy)
PANEL BOTTOM IN COMPRESSION (Fy)
it S, ma
In -
S,
M,
In' / 11 In31 III In-ki p/H
In4 / H
In' I ft
In -kip It
26
0.0181
0.91
80.0
0.0187 0.0275 0.99
0.0248
0.0365
1.31
24
0.0223
1.13
50.0
0.0273 0.0377 1.,13.
0.0319
0.0477
1.43
ALLOWAKE
UNIFORM LOAN IN POUNDS
PER SQUARE FOOT
Span In Feel
26 GAUGE
24 GAUGE
Wind Load Pressure
Wind Load Suction
Wind Load Deflection
Wind Load Presstire
Wind Load Suction �Iind Load Deflect ion
4.0
85
64
84
93
73 114
5.0
54.
41
43
'59
47 59
6.0
38
29
25
41
33 34
7.0
28
21
16
30
24 21
--
8.0
21
16
110
23
18 14
F
Revision Dale: August 12, 1990 File: c:%ennrlorm\seclinn properties o( panels - a.doc
0
)MICOAPAGE
NOTES:
ir
u,
ir
The panel section properties have been calculated In accordance with the 1986 edition of the AISI specifications with
11V r
1989 addendum.
1. Is for deflection determination
ik 3 W
r
S, Is for bending
-of
0 M. Is allowable bending moment
WKWGROOVE
The wind load sUess values have been Increased by 33 113%
Values shown for wind load deflection are limited by a maximum delleclion ratio of Ul 20
"AM" Pand
Allowable load values shown are based on -panel covering 3 equal continuous spans. Multiply allowable stress
values shown by 0.8 for 2 span coliclitions
This panel Is to be used as wall panel only
PANEL PROPERTIES
PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy)
GA. Design
Thickness Weight
Fy
(in) (pso
(ksi)
S, M. S, M.
In4 / 11 In3 / R In -kip R In4 / 11 In3J I'l In -kip It
26 0.0181 0.91
80.0
0.0451 0.0522 11.87 0.0388
0.0365
1.31
24 0.0223 1.12
60.0
0.0555 0.0643 1 .92 0.0536
0.0536
11.60
ALLOWABLE
UNIFORM ILOAN IN POUNDS PER SQUARE FOOT
28 GAUGE
24 GAUGE
Span In Feel
Wind Load Pressure
Wind Load Suction
Wind Load Deflection Wind Load Pressure Wind Load Suction Wind Load Deflection
4.0
85
114
162
104
125 210
5.0
54
73
83
6�
80 108
6.0
38
51
48
46
56 62
7.0
28
37
30
34
41 39
8.0
21
28
20
26
31 26
Revision Dale: June 16, 1.998 File: 0engrform\section properties of panels - pbr.doc
3611ETCOVERAGE
NOTES:
12,
12'
12"
311 41
4.
The panel section properties have been calculate d in accordance with the 1986 edition of the AISI specifications with
1989 addendum. .
art
It Is for deflection determination
3 "Irt
Wl 3/11-
S. Is for bending
9 M, Is allowable bending moment
0 The panel weight has been deducted from the allowable loads
"PHIR" Pane
0 The wind load stress values have been Increased by 33 1/3%
0 Values shown for wind load deflection are limited by a maximum deflection ratio of U120
0 Allowable load values shown are based on panel covering 3 equal continuous spans. Multiply allowable stress
values shown by 0.8 for. 2 span conditions
0 Load table values do not Include web crippling requirements
PANEL PROPERTIES
Design Thickness Weight
Fy
PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy)
GA.
(in) (pso
(ksi)
it
Sm
M, 19
SV
ma
In4 / It
In3 / R
In-kIp / ft In4 / ft
In3 / R
In -kip / R
26 0.0181 0.92
80.0
0.0425
0.0379
1.36 0.0414
0.0502
1.80
24 0.0223 1.14
50.0
0.0598
0.0571
1.71 0.0573
0.0644
1.93
ALLOWABLE
UNIFORM LOADS IN
POUNDS PAR
SQUARE
FOOT
26 GAUGE
24 GAUGE
Span In Feel
Wind Load Uplift
Live Load Stress
Live Load Deflection
Wind Load Uplift
Live Load Stress
Live Load Deflection
4.0
89
87
108
112
93
151
5.0
57
55
55
72
59
77
6.0
40
38
32
50
41
45
7.0
30
28
20
37
30
28
8.0
23
21
14
29
22
19
Revision Dale: June 16, 1.998 File: 0engrform\section properties of panels - pbr.doc
9
File: c:kengrform\section properiles of panels - r.doc
Revision Date: August 12, 1998
3r NET COVERAGE
NOTES:
12,
1.
12, Y4
12' 46
The panel section properties have been calculated In accordance with the 1986 edition of the AISI specifications with
1989 addendum.
Tr
a 1. Is for deflection determination
"10—
In.
0 S... is for bending
0 M. Is allowable bending moment
0 The panel weigh.1 has been deducthd from the allowable loads
"R" Panel
0 The wind load stress values have been Increased by 33 1/3%
0 Values shown for wind load deflection are limited by a maximum deflection ratio of L/i 20
0 Allowable load values shown are based on panel covering 3 equal continuous spans. Multiply allowable stress
values shown by 0.8 for 2 span conditions
0 Load table values do not Include web crippling requirements
PANEL PROPERTIES
PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy)
GA.
DesIgn Thickness Weight
F y
I, Sm M, 1. S, M,
(in)
(PSO
(ksi)
.
In4 / It In3 / It In -kip / It In4/fi In'/ ft In -kip 111
26
0.011811
0.92
80.0
0.0425
0.0379
1.36 0.0414
0.0502
1.80
24
0.0223
1.14
50.0
0.0596
0.0571
1.71 0.0573
0.0644
1.93
ALLOWABLE
UNIFORM LOADS IN POUNDS PER SQUARE FOOT
260AUGE
24 GAUGE
Span In Feet
Wind Load Uplift
Live Load Stress
Live Load Deflection Wind Load Uplift Live Load Stress Live Load Deflection
4.0
89
87
108
112
93
151
5.0
57
55
55
72
59
77
6.0
40
38
32
50
41
45
7.0
30
28
20
3Z
30
28
8.0
23
21
14
29
22
19
File: c:kengrform\section properiles of panels - r.doc
Revision Date: August 12, 1998
WHET COVERAGE
NOTES:
The panel section properties have been calculated In accordance with the 1986 edition of the AISI specifications with
1989 add6ndurn.
0 Is Is for deflection determination
0 Sx Is for bending
0 M. Is allowable bending moment
0 The panel weight has been dediicled from the allowable loads
0 Valties shown for wind load deflection are limited by a maximum deflection ratio 'of U120
"SS216" Panel
0 Allowable load valties shown are based on panel covering 3 eqtial conlintiotis spans. Multiply allowable stress
values shown by 0.8 for 2 span conditions
Load table values do not Inchida web crippling reritilremenIs
PANEL PROPERTIES
Design Thickness Weight
Fy
PANEL TOP IN -COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy)
GA.
On) (pso
(ksi)
L, ss M, S, me
In4 / f( In'/ it In -kip / R In4 / (I In' I A In -kip R
24
0.0223 1.29
50.0
0.1332 0.0739 2.21 0.0637
0.0584
11.75
22
0.0286 .1.66
50.0
0.1712 0.1023 3106 0.0905
0.0796
2.38
ALLOWASLI
UNIFORM WADS IN POUNDS PER SQUARE FOOT
24 13AUGE
22GAUGE
Span In Feet
Live Load Stress
Live Load Deflection Live Load Stress Live Load Deflection
4.0
84
254
114
337
5.0
53
130
73
173
6.0
37
75
50
100
7.0
27
47
36
63
0 . .'.. . .0
XNETCOVERAGE
NOTES:,
6. 6- 6-
6. 6'
1.
The panel section properties have been calculated In accordance wilh the 1986 edition of the AISI specifications With.
I r
1989 addendum.
0 1. Is for defleclionde(erm[na I Ion
k-1 4 ILI
0 S. Is for bending
a M. Is allowable bending moment
0 The panel weight has been dedi;cled from the allowable loads
"U" Panel
0 ilia wind load stress values. have been Increased by 33 1/3%
0 Values shown for wind load deflection are lknlled by a maximum deflection ratio of L/I 20
0 Allowable load values shown are based on panel covering 3 equal continuous spans. Multiply allowable stress
values shown by 0.8 for 2 span conditions
0 Load table values do no(Include web crippling requirements
PANEL PROPERTIES
Design Thickness Weight
Fy .'
PANEL TOP IN'COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy)
(In) (Pso
(ksl)
so me 11 S, M,
In4 / ft In3 / 11 In-kIp / 11 In' / ft In' / ft In -kip ft.
26
0.0181 0.92
80.0
0.0260
0.0429
1.54 0.0177
'
0.0366
11.32
24
0.0223 1.13
60.0
0.0344
0.0584
1.75 0.0242
0.0523
1.56
:J
ALLOWABLE
UNIFORM LOADS IN POUNDS
PER SQUARE FOOT
260AUGE
24 GAUGE
Span
In Feet
Wind Load Uplift
Live Load Stress
Live Load Deflection
Wind Load Uplift
Live Load Stress Live Load Deflection
4.0
101
63
56
115
75 75
5.0
65
40
29
74
48 39
6.0
45
28
17
52
33 22
7.0
34
20
10
38
24 14
8.0
26
115
7�
30
18 9
QUOTE INPUT QUEUE LISTING
QC,3,1,3,
QD,3,1,3,
1 J,
QQ,THURMAN CONSTRUCTION,CHAD THURMAN,
D93797E,299-3797E ... R&R. HORN,SHOP,
40,60,16,1,3,20,1,1,1,1,
20,1_80,17.6,0,20,11,
_1,0.9,-0.9,0.9,-0.9,0.8,-O.S,-l.S,
R0OF,1,1,4,1,lpl,1,5,0,S,
EWCS,12,16,12,
SWGS,7�3333,5,3.6667,
EWGS,7.3333,5,5.3333,
BBAY, 1,
DESN,2,
OPUT,1,1,1,1,1,1,1,1,
h-l;tm, o' 1 , I , 1,
***** END OF INPUT QUEUE
�1'
DE SPRT-SLST-D937 0
0
DATE 08-22-01 16:23:18
A S BUILDING SYSTEMS, INC.
CARYVILLE, TENNESSEE
ROOF PURLIN DESIGN
(SIMPLE SPAN)
PAGE : 2 DESPRT-SLST-D937*
RUN NO. D93797E
D.E S I G N D
A T A
--------------------------
LOAD CASE I
DL+LL
LOAD CASE 2
DL+WL
DEAD LOAD
0.998
PSF
LIVE LOAD
20.000
PSF
WIND LOAD
17.600
PSF
WIND SUCTION COEF.
1.000
-------------------------------------------------------
----------
------------------------
---------------------------------------
I
DESIGN
-------
SHEAR ------- ------- BENDING -------
LOAD
BENDING
UNBRACED
SPAN LENGTH
SECTION
SPACING
FORCE
ALLOW. RATIO,4H MOMENT
ALLOW. RATIO,4H
DEFLECT. CASE
ANALYSIS
FLANGE
(FT)
(FT)
(KIPS)
(KIPS) * (KIP -FT)
(KIP -FT)
-----------------------------------------------
(IN)
METHOD
LENGTH
------------------------------------------------------------------------------
1 19.833
8Z16
5.00
0.80
3.05 0.26 * -3.94
7
3.31 ' 1.19 *
1.22 2
1989 ADDENDUM
0.0000
2 20.000
8Z16
5.00
0. 80
3.05 0.26 * -4.01
3.31 1.21 *
1.26 2
1989 ADDENDUM
0.0000
3 19.833
8Z16
5.00
'
0.80
3.05 0.26 * -3.94
3.31 1.19 *
1.22 2
1989 ADDENDUM
0.0000
-------------------------
------------
------------------------------------------------------------------------------------------
e
3
DATE -08-22-01 16:23:18
A & S BUILDING SYSTEMS, INC.
CARYVILLE, TENNESSEE
INPUT DATA ECHO (BASIC INPUT)
----------------------------------------------------------------------- --------
'IDENTIFICATION QUOTE INFORMATION
----------------------------------------
BUILDER
THURMAN CONS
: --------------------------------------
QUOTE NUMBER
D93797E
ATTENTION
CHAD THURMAN
DATE RECEIVED
CITY STREET
JOB NUMBER
299-3797
CUST014ER
R&R HORN
REVISION
0
JOB LOCATION
BUILDING END USE
------------------------------------------------------------------------
SHOP
------
BUILDING GEOMETRY
--------------------------
DESIGN LOAD
BUILDING SERIES
---------------------------------------
RF
LIVE LOAD(PSF)
7 ------------
20.00
COLUMN TYPE
STRAIGHT
TRIBUTARY REDUCTION
YES
NUMBER OF FRAME MODULES 1
WIND LOAD( PSF)
17.60
NUMBER OF RAYS
3
WIND VELOCITY(MPH)
80.00
WIDTH(FT)
40.00
COLLATERAL LOAD (PSF)
0.00
LENGTH(FT)
60.00
BUILDING CODE
EAVE HEIGHT(FT)
16.00
GROUND SNOW LOAD(PSF)
20.00
ROOF SLOPE(IN/FT)
1.00
UL90 ROOF
NO
BAY SPACING
20.00
END FRAME "C"
BEARING FRM
END FRAME "A"
BEARING FRM
------------------------------------------------------------------------------
w
COVERING TRIM AND SILL OPTIONS
-------------------- -----------------------------------------------------------
**** ROOF ****
**** WALL ****
------------------------------------------------------------------------------
PANEL TYPE
VISTASHEEN
PANEL TYPE VISTASHEEN 50 KSI
GAGE
26
GAGE
26
COLOR
GALvLum
COLOR
COLOR
STITCH FASTENER
14X7/8 LAP LLP
STITCH FASTENER
14X7/8 LAP LLC
MEMBER FASTENER
12X1-1/4 SDS LLP
MEMBER FASTENER 12XI-1/4 SDS LLC
MASTIC
3/8X3/32
BASE MEMBER
BASE TRIM
RAKE TRIM
RAKETRim K76
EAVE TRIM
EAVETRIM K79
-----------------------------------------------------------------------------
9
2
DESPRT-SLST-D93
PAGE
RUN -NO. D93797E
0
A S BUILDING SYSTEMS, INC.
DATi DB -22-01 16:23:18 CARYVILLE, TENNESSEE
ROOF PANEL ANALYSIS
DESPRT-SLST-D937
PAGE : 3
RUN NO. D93797E
D E S I G N
D A T A
LOAD
CASE
--------------------------
LOAD CASE 1
DL+LL
LOAD CASE 2
DL+WL
ROOF LOAD
0.998
PSF
LIVE LOAD
20.000
PSF
WIND LOAD
17.600
PSF
DEFLECTION
NA
WIND UPLIFT COEF
-1.000
PANEL TYPE,
VISTASHEEN'
PANEL YIELD STRENGTH: 80 KSI
----------------------------------------------------------------------------------------------------------------
---------
MOMENT
---------
ALLOWABLE
-------
BENDING RATIO
------
SPAN LENGTH
DEFLECTION
LEFT
MIDSPAN
RIGHT
BENDING
LEFT
MIDSPAN
RIGHT
(FT)
(IN)
(K -F)
(K -F)
(K -F)
(KSI)
----------------------------------------------------------------------------------------------------------------
1 5.000
0.116
0.000
0.041
-0.055
36.000
0.000
0.358
0.367
2 5.017
0.029
-0.055
0.018
-0.041
36.000
0.367
0.157
0.273
3 5.017
0.054
-0.041
0.023
-0.044
36.006
0.273
0.207
0.290
4 3.983
-------------------------------------------
0.036
-0.044
0.023
----------------------------------------------------------------------
0.000
36.000
0.290
0.198
0.000
4
0
LOAD
CASE
0
DATE 08-22-01 16:23:18
D E S I G N D AT A
A & S BUILDING SYSTEMS, INC.
CARYVILLE, TENNESSEE
SIDEWALL GIRT DESIGN
(SIMPLE SPAN)
I DESPRT-SLST-D9370
PAGE : 4
RUN NO. D93797E
LOAD CASE 1 WIND PRESSURE
LOAD CASE 2 WIND SUCTION
WIND LOAD 17.600 PSF
WIND PRESSURE COEF. 0.900
WIND SUCTION COEF. -0.900
DEFLECTION L/ 60
GIRT SPACINGS ',7.333 5.000 3.667
------------------------------- ---------------------------------------------------------------------------------------------------
TRIBUTARY ------- SHEAR ------- * ------- BENDING LOAD BENDING UNBRACED
SPAN LENGTH SECTION SPACING FORCE ALLOW. RATIO * MOMENT ALLOW. RATIO DEFLECT. CASE ANALYSIS FLANGE.
(FT) (FT) (KIPS) (KIPS) * (KIP -FT) (KIP -FT) (IN) METHOD LENGTH
-------------------------------------------------------------------- -----------------------------------------------------------
2 1989 ADDENDUM 0.0000
1 19.167 8Z14 6.17 .4 4.05 1.10
2 19.167 8Z16 6.17 0.94 3.05 0.3 _49 3.31 �5 1.30 2 1989 ADDENDUM 0.0000
.49 Cr. -
3 19.167 BZ14 6.17 0.94 5.10 0.18 'D4 4.05 11> 1.10 2 1989 ADDENDUM 0.0000
0.94 5.10 0.18 A�
i
------------------------------------------- ------------------ ----- -------------------------------------------------------- 9
0
0
A S BUILDING SYSTEMS, INC.
DATE '08-22-01 16:23:18 'CARYVILLE, TENNESSEE
SIDEWALL PANEL ANALYSIS
4 . 9.10
DESPRT-SLST-D 3
PAGE : 5
RUN NO. D93797E,
D E S I G N D A T A
--------------------------
LOAD CASE 1 WIND PRESSURE
LOAD CASE 2 WIND SUCTION
WIND LOAD 17.600 PSF
WIND PRESSURE COEF 0.900
WIND SUCTION COEF -0.900
PANEL TYPE VISTASHEEN
PANEL YIELD STRENGTH: 80 KSI
-------------------------------------------------------------------------------------------------------------
---------
MOMENT ---------
ALLOWABLE
--- 7 ---
BENDING RATIO
------
LOAD
SPAN LENGTH DEFLECTION LEFT
MIDSPAN
RIGHT
BENDING
LEFT.
MIDSPAN
RIGHT
CASE
(FT) (IN) (K -F)
(K -F)
(K -F)
(KSI)
---------------------------------------------------
1 7.333 -0.464 0.000
---------------------------------------------------------------------
-0.070
0.080
48.000
0.000
0.350
0.528
2
2 5.000 0.018 0.080
-0.006
0.017
48.000
0.528
0.031
0.110
2
3 3.667 0.032 -0.017
0.019
0.000
48.000
0.083
. 0.125
0.000
1
-------------------------------------------------------------
---------------------------------------------
e
0
DATE 08-22-01 16:23:18
DES XGN DATA
LOAD CASE 1 WIND PRESSURE
LOAD CASE 2 WIND SUCTION
WIND LOAD 17.600 PsF
WIND PRESSURE COEF. 0.900
WIND SUCTION COEF. -0.900
DEFLECTION L/ 60
GIRT SPACINGS 7.333 5.000 3.667
S BUILDING SYSM014C.
CARYVILLE, TENNESSEE
SIDEWALL GIRT DESIGN
(SIMPLE SPAN)
DESPRT-SLST-D9370
PAGE 6
RUN NO. D93797E
r--]
L
----------------------------------------------------------------------------------------------------------------------------------
TRIBUTARY ------- SHEAR ------- * ------- BENDING ------- * LOAD BENDING UNBRACED
SPAN LENGTi SECTION SPACING FORCE ALLOW. RATIO * MOMENT ALLOW. RATIO * DEFLECT. CASE ANALYSIS FLANGE
(FT) (FT) (KIPS) (KIPS) * (KIP -FT) (KIP -FT) (IN) METHOD LENGTH
----------------------------------------------------------------------------------------------------------------------------------
1 19.167 8Z14 6.17 0.94 5.10 0.18 * -4.49 4.05 1.11 * 1.10 2 1989 ADDENDUM .0.0000
2 19.167 8Z16 6.17 0.94 3.05 0.31 * -4.49 -3.31 1.35 * 1.30 2 1989 ADDENDUM 0.0000
3 19.167 SZ14 6.17 0.94 5.10 0.18 * -4.4§ 4.05 1.11 * 1.10 2 1989 ADDENDUM 0.0000
-------------------------------------------------------------------------------------------------------- ------------------------
A-2 eve
0
7
A & S BUILDING SYSTEMS, INC.
DATE .:08-22-01 16:23:18 CARYVILLE, TENNESSEE
SIDEWALL PANEL ANALYSIS
DESPRT-SLST-D937
PAGE 7
RUN.NO. D93797E
D E S I G N D A T A
--------------------------
LOAD CASE 1 WIND PRESSURE
LOAD CASE 2 WIND SUCTION
WIND LOAD 17.600 PSF
WIND PRESSURE COEF 0.900
WIND SUCTION COEF -0.900
PANEL TYPE VISTASHEEN
PANEL YIELD STRENGTH: 80 KSI
---------- ----------------------------------------------------------------------
---------
MOMENT ---------
ALLOWABLE
-----------
-------
-------------
BENDING RATIO
---------------
------
LOAD
SPAN LENGTH DEFLECTION LEFT
MIDSPAN
RIGHT
BENDING
LEFT
MIDSPAN
RIGHT
CASE
(FT) (IN) (K -F)
(K -F)
(K -F)
(KSI)
-----------------------------------------------------------------------------------------------------------------------
1 7.333 -0.464 0.000
-0.070 -.
0.080
48.000
.0.000
0.350
0.528
2
2 5.000 0.018 0.080
-0.006
0.017
48.000
0.528
0.031
0.110
2
3 3.667 0.032 -0.017
0.019
0.000
48.000
0.083
0.125
0.000
1
-------------------------------------------------------------------------------------------------- 7 ------------------- 9
a
0
DATE .08-22-01 16:23:18
D E S I G N D A T A
A S BUILDING SYSTEMS, INC.
CARYVILLE, TENNESSEE
ENDWALL GIRT DESIGN
(SIMPLE SPAN)
DESPRi-SLST-D937 0
PAGE : 8
RUN NO. D93797E
LOAD CASE 1
WIND PRESSURE
LOAD CASE 2
WIND SUCTION
WIND LOAD
17.600 PSF
WIND PRESSURE COEF. 0.900
WIND SUCTION COEF. -0.900
DEFLECTION
L/ 60
GIRT SPACINGS
7.333 5.000
5.333
--------------------
-----------------------------------------------------------------------------------------------------------
TRIBUTARY
-------
SHEAR -------
* -------
BENDING --------
LOAD
BENDING'
UNBRACED
SPAN LENGTH
SECTION SPACING
FORCE
ALLOW.
RATIO
* MOMENT
ALLOW.
RATIO
DEFLECT.
CASE
ANALYSIS
FLANGE
(FT)
(FT)
(KIPS)
(KIPS)
m
* (KIP -FT)
(KIP -FT)
(IN)
METHOD
LENGTH
---------------------------
1 11.292
7 ------------------------
BZ16 6.17
0.55
----------------------------------------------------------------------------
3.05
0.18
* -1.56
3.31
0.47 *
0.16
2
1989 ADDENDUM
0.0000
2- 15.292
8Z16 6.17
0.75
3.05
0.25
* -2.86
3.31
0.86 *
0.52
2
1989 ADDENDUM
0.0000
3 11.292
BZ16 6.17
0.55
3.05
0.18
* -1.56
3.31
0.47 *
0.16
2
1989 ADDENDUM
0.0000
--------------------------
---------------
----------------------- 9
-------------------------------------------------------------
7
9
E
DATE 08-22-01 16:23:18
A S BUILDING SYSTEMS, INC.
CARYVILLE, TENNESSEE
***** ENDWALL COLUMN DESIGN *****
D E S I G N D A T A - LIVE LOAD INCLUDES COLLATERAL LOAD WHEN APPLICABLE
--------------------------
TRIBUTARY SPACING 6.000 FT
LOAD CASE 1 DL+LL (1.0)
LOAD CASE 2 DL+WL (1.0)
LOAD CASE 3 DL+LL+WL/2 (1.0)
LOAD CASE 4 DL+LL/2+WL (1.0)
ROOF LOAD 1.800 PSF DEFLECTION L/ 60
LIVE LOAD 20.000 PSF- WIND PRESSURE COEF. 0.900
WIND LOAD. 17.600 PSF WIND SUCTION COEF. -0.900
CORNER COLUMN A LOCATED 0.0000 FT. FROM SIDEWALL B
COLUMN ROOF LIVE --- WIND LOAD --- MAXIMUM
SECTION LENGTH LOAD LOAD PRESSURE SUCTION DEFLECTION DIRECTION
(FT) (KIPS) (KIPS) (K/FT) (K/FT) (IN)
8C314 15.00 0.11 1.20 0.095 .'0.095 0.32 VERTICAL
HORIZONTAL
DESPRT-SLST-D9310
PAGE : 9
RUN NO. D93797E
R E A C T 1 0 N S
DEAD LIVE SNOW
LOAD LOAD LOAD
(KIPS) (KIPS) (KIPS)
0.16 1.20 0.84
0.00 0.00 0.00
--- WIND LOAD ---
PRESSURE SUCTION
(KIPS) (KIPS)
-1.58 -1.58
-0.71 0.71
-----------------------------------------------------------------------------------------------------------------------------
BENDING
Y ------- SHEAR ------- * ------- AXIAL ------- * ------- BENDING ------ + AXIAL LOAD
CORD FORCE ALLOW. RATIO * FORCE ALLOW. RATIO * -MOMENT ALLOW. RATIO RATIO CASE
(FT) (KIPS) (KIPS) * (KIPS) (KIPS) * (KIP -FT) (KIP -FT)
------------------------------------------------------------------------------------------------------
0.00 0.00 3.83 0.00 * 1.36 10.24 0.13 * 0.00 5.29 0.00 * 0.13 1
2.44 0.48 5.10 0.09 * -1.43 13.65 O.M * 1.46 7.06 0.21 * 0.31 2
4.89 0.25 5,10 0.05 * -1.44 13.65 (�.'!o 2.35 7.06 0.33 * 0.44 2
7.33 0.02 5.10 0.00 * -1.45 13 . 65 '0.11 * 2.67 7.06 OA� * 0.,48 2
7.33 0.02 5.10 0.00 * -1.45 17.36 0.08 * 2.67 7.85", 0.34 * 0.42 2
9.83 -0.22 5.10 0.04 * -1.46 17.36 0.08 * 2.41 7.85 0.31 * 0.39 2
12.33 -0.46 5.10 0.09 * -1.47 17.36 0.08 * 1.56 7.85 0.20 * 0.28 2
12.33 -0.46 5.10 0.09 * -1.47 19.14 0.08 * 1.56 8.34 0.19 * 0.26 2
13.67 -0.59 5.10 0.11 * -1.47 19.14 0.08 * 0.87 8.34 0.10 * 0.18 2
15.00 0.00 3.83 0.00 * 1.31 14.36 0.09 * 0.00 6.25 0.00 * 0.09 W
4--zi
4j
7-j
ell
:40
DATE 08-22-01 16:23:18
A & S BUILDING SYSTEMS, INC.
CARY'VILLE, TENNESSEE
***** ENDWALL COLUMN DESIGN *****
. D'ESPRT-SLST-D9370
PAGE : 10
RUN NO. D93797E
D E S I G N D A T A - LIVE LOAD INCLUDES COLLATERAL LOAD WHEN APPLICABLE
--------------------------
TRIBUTARY SPACING
14.000 FT'
LOAD CASE 1
DL+LL
(1.0)
LOAD CASE 2
DL+WL
(1.0)
LOAD CASE 3
DL+LL+WL/2
(1.0)
LOAD CASE 4
DL+LL/2+WL
(1.0)
ROOF LOAD
1.800 PSF
DEFLECTION
L/ 60
LIVE LOAD
20.000 PSF
WIND PRESSURE
COEF.
0.900
WIND LOAD
i7.600 PSF
WIND SUCTION
COEF.
-0.900
COLUMN
B LOCATED
12.0000 FT. FROM SIDEWALL B
R E
A C T 1
0 N S
COLUMN.
ROOF LIVE
--- WIND LOAD ---
MAXIMUM
DEAD
LIVE
SNOW --- WIND LOAD ---
SECTION
LENGTH
LOAD LOAD
PRESSURE
SUCTION
DEFLECTION
DIRECTION
LOAD
LOAD
LOAD PRESSURE SUCTION
(FT)
(KIPS) (KIPS)
(K/FT)
(K/FT)
(IN)
(KIPS)
(KIPS)
(KIPS) (KIPS) (KIPS)
8C313
16.00
0.25 2.80
0.222
0.222
0.80
VERTICAL 0.33
2.80
1.96 -3.70 -3.70
HORIZONTAL 0.00
0.00
0.00 -A�77 1.77
----------------------------------------
----------------------------------------------------------------------
*
* BENDING
7 -------------
Y
-------
SHEAR -------
* -------
AXIAL ------- * -------
BENDING ------
* + AXIAL
LOAD
CORD
FORCE
ALLOW. RATIO
* FORCE
ALLOW.
RATIO * MOMENT
ALLOW.
RATIO * RATIO
CASE
(FT)
(KIPS)
(KIPS),
* (KIPS)
(KIPS)
* (KIP -FT)
(KIP -FT)
----------------------------------------
------------------------------------------------------------------------------------
0.00
0.00
6.88 0.00
* 3.13
13.69
0.23 *
.0.00
6.64
0.00 * 0.23
1
2.44
1.23
9.17 0.13
* -3.38
18.25
0.19 *
3.67
8.85
0.42 * 0.54
2
4.89
0.69
9.17 0.08
* -1.99
18.25
0.11 *
6.02
- 8.85
0.68 * 0.79
4
7.33
0. , 15
9.17 0.02
* -2.00
18.25
0.11 *
7.05
8.85
0.80 * 0.91
4
7.33
0.15
9.17 0.02
* -3.40
23.02
0.15 *
7.05
9.88
0.71 * 0.86
2
9.83
-0.41
9.17 0.04
* -3.42
23.02
0.15 *
6.72
9.88
0.68 * 0.83
2
12.33
-0.96
9.17 0.10
* -3.43
23.02
0.15 *
5.01
9.88
0.51 * 0.66
2
12.33
-0.96
9.17 0.10
* -3.43
24.59
0.14 *
5.01
10.30
0.49 * 0.63
2
14.17
-1.37
9.17 0.15
* -3.44
24.59
0.14 *
2.88
10.30
0.28 * 0.42
2
16.00
0.00
6.88 0.00
* 3.05
18.44
0.17 *
0.00
7.72
0.00 * 0.17
a]
DESPRT-SLST-D93797EM
A & S BUILDING SYSTEMS, INC. PAGE
DATE 08-22-01 16:23:18 CARYVILLE, TENNESSEE RUN NO. D93797E
***** ENDWALL COLUMN DESIGN *****
D E S I G N D A T A - LIVE LOAD INCLUDES COLLATERAL LOAD WHEN APPLICABLE
--------------------------
TRIBUTARY SPACING
14.000 FT
LOAD CASE 1
DL+LL
(1.0)
LOAD CASE 2
DL+WL
(1.0)
LOAD CASE 3
DL+LL+WL/2
(1.0)
LOAD CASE 4
DL+LL/2+WL
(1.0)
ROOF LOAD
1.800 PSF
DEFLECTION
L/ 60
LIVE LOAD
20.000 PSF
WIND PRESSURE COEF.
0.900
WIND LOAD
17.600 PSF
WIND SUCTION COEF.
-.0.900
COLUMN
C LOCATED
28.0000 FT. FROM SIDEWALL B
R E
A C T 1
0 N S
COLUMN
ROOF LIVE
--- WIND LOAD ---
MAXIMUM
DEAD
LIVE
SNOW --- WIND LOAD ---
SECTION
LENGTH
LOAD LOAD
PRESSURE
SUCTION
DEFLECTION
DIRECTION
LOAD
LOAD
LOAD PRESSURE SUCTION
(FT)
(KIPS) (KIPS)
(K/FT)
(K/FT)
(IN)
(KIPS)
(KIPS)
(KIPS) (KIPS) (KIPS)
BC313
16.00
0.25, 2.80
0.222
0.222
0.80
VERTICAL 0.33
2.80
1.96 -3.70 -3.70
HORIZONTAL
0.00
0.00
0.00 -1.77 1.77
----------------------------------------------------------------------------------
7 ------------------------------------------
* BENDING
Y
-------
SHEAR -------
* -------
AXIAL ------- * --------
BENDING ------
* + AXIAL
LOAD
CORD
FORCE
ALLOW. RATIO
* FORCE
ALLOW.
RATIO * MOMENT
ALLOW.
RATIO * RATIO
CASE
(FT)
(KIPS)
(KIPS)
* (KIPS)
(KIPS)
* (KIP-FT).(KIP-FT)
-----------------------------------------------------------------------------------------------------------------------------
0.00
0.00
6.88 0.00
* 3.13
13.69
0.23 * 0.00
6.64
0.00 * 0.23
1
2.44
1.23
9.17 0.13
* -3.38
18.25
0.19 * 3.67
8.85
0.42 * 0.54
2
4.89
0.69
9A7 O�.08
* -1.99
18.25
0.11 * 6.02
8.85
0.68 * 0.79
4
7.33
0.15
9.17 0.02
* -2.00
18.' 25
0.11 * 7.05
8.85
0.80 * 0.91
4
7.33
0.15
9.17 0.02
* -3.40
23.02
0.15 * 7.05
9.88
0.71 * 6.86
2
9.83
-0.41
9.17 0.04
* -3.42
23.02
0.15 * 6.72
9.88
0.68 * 0.83
2
12.33
-0.96
9.17 0.10
* -3.43
23.02
0.15 * 5.01
9.88
0.51 * 0.66
2
12.33
-0.96
9.17 0.10
* -3.43
24.59
0.14 * 5,01
10.30
0.49 * 0.63
2
14.17
-1.37
9.17 0.15
* -3.44
24.59
0.14 * 2.88
10.30
0.28 * 0.42
2
16.00
0.00
6.88 0.00
* 3.05
18.44
0.17 * 0.00
7.72
0.00 * 0.17
m
DESPRT-SLST-D'93*
A S BUILDING SYSTEMS, INC. PAGE 12
DATE 08-22-01 16:23:18 . CARYVILLE, TENNESSEE RUN NO. D93797E
***** ENDWALL COLUMN DESIGN *****
DES IGN
DATA -LIVE LOAD INCLUDES COLLATERAL LOAD WHEN APPLICABLE
--------------------------
TRIBUTARY SPACING
6.000 FT
LOAD CASE I
DL+LL (1.0)
LOAD CASE 2
DL+WL (1-0)
LOAD CASE 3
DL+LL+WL/2 (1.0)
LOAD CASE 4
DL+LL/2+WL. (1.0)
ROOF LOAD
1.800 PSF
DEFLECTION
L/ 60
LIVE LOAD
20.000 PSF
WIND PRESSURE
COEF.
0.900
WIND LOAD
17.600 PSF
WIND SUCTION
COEF.
-0.900
CORNER COLUMN D LOCATED 40.0000 FT. FROM SIDEWALL B
R E
A C T 1
0 N S
COLUMN
ROOF LIVE --- WIND LOAD ---
MAXIMUM
DEAD
LIVE
SNOW --- WIND LOAD ---
SECTION
LENGTH
LOAD LOAD PRESSURE
SUCTION
DEFLECTION
DIRECTION LOAD
LOAD
LOAD PRESSURE SUCTION
(FT)
(KIPS) (KIPS) (K/FT)
(K/FT)
(IN)
(KIPS)
(KIPS)
(KIPS) (KIPS) (KIPS)
8C314
15.00
0.11 1.20 0.095
0.095
0'.32
VERTICAL 0.16
1.20
0.84 -1.58 -1.58
HORIZONTAL 0.00
0.00
0.00 -0.71 0.71
-------------------------------------------------------------------
----------------------------------------------------------
* BENDING
Y
------- SHEAR ------- * -------
AXIAL ------- * -------
BENDING ------ * + AXIAL
LOAD
CORD
FORCE
ALLOW. RATIO * FORCE
ALLOW.
RATIO * MOMENT
ALLOW.
RATIO * RATIO
CASE
(FT)
(KIPS)
(KIPS) * (KIPS)
(KIPS)
* (KIP -FT)
--------------------------------------------------------------
(KIP -FT)
--------------------------------------------------------------
0.00
0.00
3.83 0.00 * 1.36
10.24
0.13 *
0.00
5.29
0.00 * 0.13
1
2.44
0.48
5.10 0.09 * -1.43
13.65
0.10 *
1.46
7.06
0.21 * 0.31
2
4.89
0.25
5.10 0.05 * -1.44
13.65
0.11 *
2.35
7.06
0.33 * 0.44
2
7.33
0.02
5.10 0.00 * -1.45
13.65
0.11 *
2.67
7.06
0.38 * 0.48,"
2.
7.33
0.02
5.10 0.00 * --1.45
17.36
0.08 *
2.67
7.85
0.34 * 0.0
2
9.83
-0.22
5.10 0.04 * -1.46
17.36
0.08 *
2.41
7.85
0.31 * 0,x!39
2
12.33
-0.46
5.10 0.09 * -1.47
17.36
0.08 *
1.56
7.85
0.20 * 0.28
2
12.33
-0.46
5.10 0.09 * -1.47
19.14.
0.08 *
1.56
8.34
0.19 * 0.26
2
13.67
-0.59
5.10 0.11 * -1.47
19.14
0.08 *
0.87
8.34
0.10 * 0.18
2
15.00
0.00
3.83 0.00 * 1.31
14.36
0.09 *
0.00
6.25
0.00 * 0.09
Lo
0
0
DESPRT-SLST-D93*
A S BUILDING
SYSTEMS, INC.
PAGE
13
DATE 08-22-01 16:23:18
CARYVILLE,
TENNESSEE
RUN NO.
D93797E
BEARING FRAME
RAFTER DESIGN
D E S I G N D
A T A LIVE LOAD INCLUDES
COLLATERAL LOAD WHEN APPLICABLE
---------------------------
TRIBUTARY SPACING
10'.000
FT
LOAD CASE 1
DL+LL
LOAD CASE 2
DL+WL
DEAD LOAD
1.800
PSF
LIVE LOAD
20.000
PSF
WIND LOAD
17.600
PSF
DEFLECTION
L�180
WIND SUCTION COEF.:
-1.500
--------------------------------------------------------------------------------------------------------------------------
-------
SHEAR -------
-------
BENDING -------
LOAD
DEFLECTION
MEMBER LENGTH
SECTION
LOCATION
FORCE
ALLOW. RATIO
MOMENT
ALLOW.
RATIO
*.CASE
(IN)
(FT)
--------------------------------------------------------------------------------------------------------------------------
(FT)
(KIPS)
(KIPS)
(KIP -FT)
(KIP -FT)
1 19.36
8C314
1
0.00
0.87
3.83 0.23
*
0.00
5.88
0.00
* 1
0.00
2
3.92
0.00
3.83 0.00
*
1.70
5.88
0.29
* 1
0.07
3
11.33
-1.64
3.83 0.43
*
-4.36
6.15
0.71
* 1
0.00
4
11.33
1.77
3.83 0.46
*
-4.36
6.21
0.70
* 1
0.00
5
19.36
0.00
3.83 0.00
*
2.76
5.88
0.47
* 1
0.26
2 19.36
8C314.
1
0.00
0.00
3.83 0.00
*
2.76
5.88
0.47
* 1
0.26
2
8.03
-1.77
3.83 0.46
*
-4.36
6.21
0.70
* 1
0.00
3
8.03
1.64
3.83 0.43
*
-4.36
6.15
0.71
* 1
0.00
4
15.44
0.00
3.83 0.00
*
1.70
5.88
0.29
* 1
0.07
5
19.36
-0.87
3.83. 0.23
*
0.00
5.88
0.00
* 1
0.00
-------------------------------------------------------------------------------------------------------------------------
9
DATE �08-22-01 16:23:18
A S BUILDING SYSTEMS, INC.
CARYVILLE, TENNESSEE
ENDWALL PANEL ANALYSIS
DESPRT-SLST-D9310
PAGE : 14
RUN NO. D93797E
D E S I G N
D A T A
--------------------------
-LOAD CASE 1
WIND PRESSURE_
LOAD CASE 2
WIND SUCTION
WIND LOAD
17.600 PSF
WIND PRESSURE COEF
0.900
WIND SUCTION COEF
-0.900
PANEL TYPE
VISTASHEEN
PANEL YIELD STRENGTH: 80 KSI
------------------
7 ----------------------------------------------------------------------------------------------------
---------
MOMENT ---------
ALLOWABLE
-------
BENDING RATIO
------
LOAD
SPAN LENGTH
DEFLECTION LEFT
MIDSPAN
RIGHT
BENDING
LEFT
MIDSPAN
RIGHT
CASE
(FT)
(IN) (K -F)
(K -F)
(K -F)
(KSI)
-----------------------------------------------------------------------------------------------------------------------
1 7.333
-0.481 0.000
-0.072
0.076
48.000
0.000
0.357
0.504
2
2 5.000
0.054 0.076
0.004
0.035
48.000
0.504
0.025
0.228
2
3 5.333
0.145 -0.035
0.040
0.000
48.000
0.172
0.266
0.000
1
-------------------------------------------------
7 --------------------- 7 ------------------------------------------
9
15
0
DATE. 08-22-01 16:23:18
A:& S BUILDING SYSTEMS, INC.
CARY'VILLE, TENNESSEE
ENDWALL GIRT DESIGN
DESPRT-SLST-D9376
PAGE 15
RUN NO. D93797E
16
0
0
(SIMPLE SPAN)
D E S I G N
D A T A
--------------------------
LOAD CASE 1
WIND PRESSURE
LOAD CASE 2
WIND SUCTION
WIND LOAD
17.600 PSF
WIND PRESSURE COEF. 0.900
WIND SUCTION COEF. -0.900
DEFLECTION
L/ 60
GIRT SPACINGS
7.333 5.000
5.333
--------------------------------------------------------------------------------------------------------------------------------
TRIBUTARY
------- SHEAR -------
*
------- BENDING -------
LOAD
BENDING
UNBRACED
SPAN LENGTH
SECTION SPACING
FORCE
ALLOW.
RATIO *
MOMENT
ALLOW.
RATIO
DEFLECT.
CASE
ANALYSIS
FLANGE.
(FT)
(FT)
(KIPS)
(KIPS)
. *
(KIP -FT)
(KIP -FT)
(IN)
METHOD
LENGTH
--------------------------------------------------------------------------------------------------------------------------------
1 11.292
8Z16 6.17
0.55
3.05
0.18 *
-1.56
3.31
0.47 *
0.16
2
1989 ADDENDUM
0.0000
2 15.292
BZ16 6.17,
0.75
3.05
0.25 *
-2.86
3.31
0.86 *
0.52
2
1989 ADDENDUM
0.0000
3 11.292
8Z16 6.17
0.55
3.05
0.18 *
-1.56
3.31
0.47 *
0.16
2
1989 ADDENDUM
0.0000
-------------------------------------------------------------------------------------------------------------------------------
9
16
0
0
A & S BUILDING SYSTEMS, INC.
DATE -.08-22-01 16:23:18 CARYVILLE, TENNESSEE
***** ENDWALL COLUMN DESIGN *****
D ESPRT-SLST-D93740
PAGE : 16
RUN NO. D93797E
D E S
I G N D
A T A -
LIVE LOAD INCLUDES COLLATERAL LOAD WHEN APPLICABLE
7 -------------------------
TRIBUTARY SPACING
6.000
FT
LOAD CASE 1
DL+LL
(1.0)
LOAD CASE 2
DL+WL
(1.0)
LOAD CASE 3
DL+LL+WL/2
(1.0)
LOAD CASE 4
DL+LL/2+WL-
(1.0)
ROOF LOAD
1.800
PSF.
DEFLECTION
L/ 60
LIVE LOAD
20.000
PSF
WIND PRESSURE
COEF.
0.900
WIND LOAD
17.600
PSF
WIND SUCTION
COEF.
:'-0.900
CORNER COLUMN
A LOCATED
0.0000 FT. FROM SIDEWALL B
R E
A C T
1
0 N S
COLUMN
ROOF
LIVE
--- WIND LOAD ---
MAXIMUM
DEAD
LIVE
SNOW --- WIND LOAD ---
SECTION
LENGTH
LOAD
LOAD
PRESSURE
SUCTION
DEFLECTION
DIRECTION
LOAD
LOAD
LOAD PRESSURE SUCTION
(FT)
(KIPS)
(KIPS)
(K/FT)
(K/FT)
(IN)
(KIPS)
(KIPS)
(KIPS) (KIPS) (KIPS)
8C314
15.00
0.11
1.20
0.095
0.095
0.32
VERTICAL
0.16
1.20
0.84 -1.58 -1.58
HORIZONTAL
0.00
0.00
0.00 -0.71 0.71
----------------------------------------------------------------------------------------------------------------
* BENDING
Y
-------
SHEAR -------
* -------
AXIAL ------- * -------
BENDING
+ AXIAL
LOAD
CORD
FORCE
ALLOW.
RATIO
* FORCE
ALLOW.
RATIO * MOMENT
ALLOW.
RATIO
RATIO
CASE
(FT)
(KIPS)
(KIPS)
* (KIPS)
(KIPS)
* (KIP
-FT)
(KXP-FT)
-----------------------------------------------------------------------------------------------------------------------------
0.00
0.00
3.83
0.00
* 1.36
10.24
0.13 *
0.00
5.29
0.00
* 0.13
1
2.44
0.48
5.10
0.09
* -1.43
13.65
0.10 *
1.46
7.06
0.21
* 0.31
2
4.89
0.25
5.10
0.05
* -1.44
13.65
0.11 *
2.35
7.06
0.33
* 0.44-
2
7.33
0.02
5.10
0.00
* -1.45
13.65
0.11 *
2.67
7.06
0.38
* 0.4'6
2
7.33
0.02
5.10
0.00
* -1.45
17.36
0.08 *
2.67
7.85
0.34
* 0,� 42
2
9.83
-0.22
5.10
0.04
* -�1.46
17.36
0.08 *
2.41
7.85
0.31
* .,0.39
2
12.33
-0.46
5.10
0.09
* -1.47
17.36
0.08 *
1.56
7.85
0.20
* '0.28
2
12.33
-0.46
5.10
0.09
* -1.47
19.14
0.08 *
1.56
8.34
0.19
0.26
.2
13.67
-0.59
5.10
0.11
* -1.47
19.14
0.08 *
0.87
8.34
0.10
0.18
2
15.00
0.00
3.83
0.00
* 1.31
14.36
0.09 *
0.00
6.25
0.00
0.09
m
17 e
0
0
A & S BUILDI . NG,SYST*, INC.
DATE 08-22-01 16M:18 CARYVILLE, TENNESSEE
***** ENDWALL COLUMN DESIGN *****
P AGE : 17 DESPRT-SLST-D93
RUN NO. D93797E
D E S
--------------------------
I G N D
A T A -
LIVE LOAD INCLUDES COLLATERAL LOAD WHEN APPLICABLE
TRIBUTARY SPACING
14.000
FT
LOAD CASE 1
DL+LL
(1.0)
LOAD CASE 2
DL+WL
(1.0)
LOAD CASE 3
DL+LL+WL/2
(1.0)
LOAD CASE 4
DL+LL/2+WL
(1.0)
-
ROOF LOAD
1.800
PSF
DEFLECTION
L/ 60
LIVE LOAD
20.000
PSF
WIND PRESSURE
COEF.
0.900
WIND LOAD
.17.600
PSF
WIND SUCTION
COEF.
-0.900
COLUMN
B LOCATED
12.0000
FT. FROM
SIDEWALL B
R E
A C T 1
0 N S
COLUMN
ROOF
LIVE
--- WIND
LOAD ---
MAXIMUM
DEAD
LIVE
SNOW --- WIND LOAD
SECTION
LENGTH
LOAD
LOAD
PRESSURE SUCTION
DEFLECTION
DIRECTION
LOAD
LOAD
LOAD PRESSURE SUCTION
(FT)
(KIPS)
(KIPS)
(K/FT)
(K/FT)
(IN)
(KIPS)
(KIPS)
(KIPS) (KIPS) (KIPS)
8C313
16.00
0.25
2.80
0.222
0.222
0.80
VERTICAL
0.33
2.80
1.96 -3.70 -3.70
HORIZONTAL
0.00
0.00
0.00 -1.77 1.77
-----------------------------------------------------------------------------------------------------------------------------
BENDING
Y
-------
SHEAR -------
* -------
AXIAL -------
-------
BENDING ------
* + AXIAL
LOAD
CORD
FORCE
ALLOW.
RATIO
* FORCE
ALLOW.
RATIO MOMENT
ALLOW.
RATIO
* RATIO
CASE
(FT)
(KIPS)
(KIPS)
* (KIPS)
(KIPS)
(KIP
------------------------------------------------------------------
-FT)
(KIP -FT)
----------------------------------------------------------
0.00
0.00
6.88
0.00
* 3.13
13.69
0.23 *
0.00
6.64
0.00
* 0,23
1
2.44
1.23
9.17
0.13
* -3.38
18.25
0.19 *
3.67
8.85
0.42
* 0.54
2
4.89
0.69
9.17
0.08
* -1.99
18.25
0.11 *
6.02
8.85
0.68
* 0.79
4
7.33
0.15
9.17
0.02
* -2.00
18.25
0.11 *
7.05
8.85
0.80
* 0.91
4
7.33
0.15
9.17
0.02
* -3.40
�3.02
0.15 *
7.05
9.88
0.71
* 0.86
2
9.83
-0.41
9.17
0.04
* -3.42
.23.02
0.15 *
6.72
9.88
0.68
* 0.83
2
12.33
-0.96
9.17
0.10
* -3.43
23.02
0.15 *
5.01
9.88
0.51
* .0.66
2
12.33
-0.96
9.17
0.10
* -3.43
24.59
0.14 *
5.01
10.30
0.49
* 0.63
2
14.17
-1.37
9.17
0.15
* -3.44
24.59
0.14 *
2.88
10.30
0.28
* 0.42
2
16.00
0.00
6.88
0.00
* 3.05
18.44
0.17 *
0.00
7.72
0.00
* 0.17
a)
18
9
DATE .08-22-01 16:23:18
A S BUILDING SYSTEMS, INC.
CARYVILLE, TENNESSEE
***** ENDWALL COLUMN DESIGN *****
D . ES . PRT-SLST-D9370
PAGE : 18
RUN NO. D93797E
D E S I G N D A T A - LIVE LOAD INCLUDES COLLATERAL LOAD WHEN APPLICABLE
--------------------------
TRIBUTARY SPACING
14.000 FT
LOAD CASE 1
DL+LL
(1.0)
LOAD CASE 2
DL+WL
(1.0)
LOAD CASE 3
DL+LL+wL/2
(1.0)
LOAD CASE 4
DL+LL/2+WL
(1.0)
ROOF LOAD
1.800 PSF
DEFLECTION
60
LIVE LOAD
20.000 PsF'
WIND PRESSURE
COEF.
0.900
WIND LOAD
17.600 PSF
WIND SUCTION
COEF.
:.-0.900
COLUMN
C LOCATED
28.0000 FT. FROM SIDEWALL B
R E
A C T 1
0 N S
COLUMN.
ROOF LIVE
--- WIND LOAD ---
MAXIMUM
DEAD
LIVE
SNOW
SECTION
LENGTH
LOAD LOAD
PRESSURE
SUCTION
DEFLECTION
DIRECTION
LOAD
LOAD
LOAD
(FT)
(KIPS) (KIPS)
(K/FT)
(K/FT)
(IN)
(KIPS)
(KIPS)
(KIPS)
8C313
16.00
0.25 2.80
0.222
0.222
0.80
VERTICAL 0.33
2.80
1.96
HORIZONTAL 0.00
0.00
0.00
-------------------------------------------------------------
: -----------------------------------------------
* BENDING
Y
-------
SHEAR -------
* -------
AXIAL ------- * -------
BENDING ------
* + AXIAL
LOAD
CORD
FORCE
ALLOW. RATIO
* FORCE
ALLOW.
RATIO * MOMENT
ALLOW.
RATIO * RATIO
CASE
(FT)
(KIPS)
(KIPS).
* (KIPS)
(KIPS)
* (KIP -FT)
(KIP -FT)
-----------------------------------------------------------------------------------------------------------
0.00
0.00
6.88 0.00
* 3.13
13.69
0.23 *
.0.00
6.64
0.00 * 0.23
1
2.44
1.23
9.17 0.13
* -3.38
18.25
0.19 *
3.67
8.85
0.42 * 0.54
2
4.89
0.69
9.17 0.08
* -1.99
18.25
0.11 *
6.02
8.85
0.68 * 0.79
4
7.33
0.15
9.17 0.02
* -2.00
18.25
0.11 *
7.05
8.85
0.80 * 0.91
4
7.33
0.15
9.17 0.02
* -3.40
23.02
0.15 *
7.05
9.88
0.71 * 0.86
2
9.83
-0.41
9.17 0.04
* .!-3.42
23.02
0.15 *
6.72
9.88
0.68 * 0.83
2
12.33
-0.96
9.17 0.10
* -3.43
23.02
0.15 *
5.01
9.88
0.51 * , 0.66.
2
12.33
-0.96
9.17 0.10
* -3.43
24.59
0.14 *
5.01
10.30
0.49 * 0.63
2
14.17
-1.37
9.17 0.15
* -3.44
24.59
0.14 *
2.88
10.30
0.28 * 0.42
2
16.00
0.00
6.88 0.00
* 3.05
18.44
0.17 *
0.00
7.72
0.00 * 0.17
11
IQ
--- WIND LOAD ---
PRESSURE SUCTION
(KIPS) (KIPS)
-3.70 -3.70
-1.77 1.77
0
0
A & S BUILDING SYSTANC.
DATE 08-22-01 16:23:18 CARYVILLE, TENNESSEE
PAGE : 19 DESPRT-SLST-D93
RUN NO. D93797F
20
0
ENDWALL COLUMN DESIGN
D E S
I G N D
A T A - LIVE LOAD INCLUDES COLLATERAL LOAD WHEN APPLICABLE
--------------------------
TRIBUTARY SPACING
6.000 FT
LOAD C.A.SE 1
DL+LL
(1.0)
LOAD CASE 2
DL+WL
(1.0)
LOAD CASE 3
DL+LL+WL/2
(1.0)
LOAD CASE 4
DL+LL/2+WL
(1.0)
ROOF LOAD
1.800 PsF
DEFLECTION
L/ 60
LIVE LOAD
20.000 PSF
WIND PRESSURE COEF.
0.900
WIND LOAD
17.600 PsF
WIND SUCTION COEF.
-0.900
CORNER COLUMN
D LOCATED
40.0000 FT. FROM SIDEWALL B
R E A C T
1 0 N S
COLUMN.
ROOF LIVE
--- WIND LOAD ---
MAXIMUM
DEAD LIVE
SNOW --- WIND LOAD ---
SECTION
LENGTH
LOAD LOAD
PRESSURE
SUCTION
DEFLECTION
DIRECTION
LOAD LOAD
LOAD PRESSURE SUCTION
(FT)
(KIPS) (KIPS)
(K/FT)
(K/FT)
(IN)
(KIPS) (KIPS)
(KIPS) (KIPS) (KIPS)
8C314
15.00
0.11 1.20
0.095
0.095
0.32
VERTICAL 0.16 1.20
0.84 -1.58 -1.58
HORIZONTAL 0.00 0.00
0.00 -0.71* 0.71
-----------------------------------------------------------------------------------------------------------------------------
* BENDING
Y
-------
SHEAR -------
* -------
AXIAL ------- * -------
BENDING ------
* + AXIAL LOAD
CORD
FORCE
ALLOW. RATIO
* FORCE
ALLOW.
RATIO * MOMENT
ALLOW.
RATIO RATIO CASE
(FT)
(KIPS)
(KIPS)
* (KIPS)
(KIPS)
* (KIP -FT)
------------------------------------------------------------------
(KIP -FT)
------------------------
0.00
0.00
----------------------------------
3.83 0.00
* 1.36
10.24
0.13 * 0.00
5.29
0.00 * 0.13
1
2.44
0.48
5.10 0.09
* -1.43
13.65
0.10 * 1.46
7.06
0.21 * 0.31
2
4.89
0.25
5.10 0.05
* -1.44
13.65
0.11 * 2.35
7.06
0.33 * 0.44
2
7.33
0.02
5.10 0.00
* -1.45
13.65
0.11 * 2.67
7.06
0.38 * 0.48/
2
7.33
0.02
5.10 0.00
* -1.45
17.36
0.08 * 2.67
7.85
0.34 * 0.4.2
2
9.83
-0.22
5.10 0.04
* -1.46
17.36
0.08 * 2.41
7.85
0.31 * 0..,,39
2
12.33
-0.46
5.10 0.09
* -1.47
17.36
0.08 * 1.56
7.85
0.20 * 0".28
2
12.33
-0.46
5.10 0.09
* -1.47'
19.14
0.08 * 1.56
8.34
0.19 *
2
13.67
-0.59
5.10 0.11
* -1.47
19.14
0.08 * 0.87
8.34
'/:0.26
0.10 * .1110.18
2
15.00
0.00
3.83 0.00
* 1.31
14.36
0.09 * 0.00
6.25
0.00 * / 0.09
m
20
0
21
DESPRT-SLST-D9
A S BUILDING
SYSTEMS, INC.
PAGE
20
DATE.. 06-22-01 16:23:18
CARYVILLE,
TENNESSEE
RUN, NO.
D93797E
BEARING FRAME
RAFTER DESIGN
E S I G N D
A T A LIVE LOAD INCLUDES
COLLATERAL LOAD WHEN APPLICABLE
--------------------------
TRIBUTARY SPACING
10.000
FT
LOAD CASE 1
DL+LL
LOAD CASE 2
DL+WL
DEAD LOAD
1.800
PsF
LIVE LOAD
20.000
PsF
WIND LOAD
17.600
PsF
DEFLECTION
L/180
WIND SUCTION COEF.: -1.500
---------------------------------------------------------------------------------------------------------------
-----------
-------
SHEAR -------
------- BENDING -------
LOAD
DEFLECTION
MEMBER LENGTH
SECTION
LOCATION
FORCE
ALLOW. RATIO
MOMENT ALLOW.
RATIO
CASE
(IN)
(FT)
--------------------------------------------------------------------------------------------------------------------------
(FT)
(KIPS)
(KIPS)
(KIP -FT) (KIP -FT)
1 19.36
BC314
1
0.00
0.87
3.83 0.23
* 0.00 5.88
0.00
* 1
0.00
2
3.92
0.00
3.83 0.00
* 1.70 5.88
0.29
* 1
0.07
3
11.33
-1.64
3.83 0.43
* -4.36 6.15
0.71
* 1
0.00
4
11.33
1.77
3.83 0.46
* -4.36 6.21
0.70
* 1
0.00
5
19.36
0.00
3.83 0.00
* 2.76 5.88
0.47
* 1
0.26
2 19.36
SC314
1
0.00
0.00
3.83 0.00
* 2.76 5.88
0.47
* 1
0.26
2
8.03
-1.77
3.83 0.46
* -4.36 6.21
0.70
* 1
0.00'
3
8.03
1.64
3.83 0.43
* -4.36 6.15
0.71
1
0.00
4
15.44
0.00
3.83 0.00
* 1.70 5.88
0.29
1
0.07
5
19.36
-0.87
3.83 0.23
* 0.00 5.88
0.00
1
0.00
-------------------------------------------------------------------------------------------------------------------------
21
DESPRT-SLST-D93
PAGE : 21
RUN NO. D93797E
D E S I G N D AT A
A S BUILDING SYSTEMS, INC.
DATE 08-22-01 16:23:18
CARYVILLE, TENNESSEE
ENDWALL PANEL ANALYSIS
DESPRT-SLST-D93
PAGE : 21
RUN NO. D93797E
D E S I G N D AT A
----------------- --------
LOAD CASE 1 WIND PRESSURE
LOAD CASE 2 WIND SUCTION
WIND LOAD 17.600 PSF
WIND PRESSURE COEF 0.900
WIND SUCTION COEF -0.900
PANEL TYPE VISTASHEEN
PANEL YIELD STRENGTH: 80 KSI
---------------------------------------------------------------------------------------------------------------------
---------
MONENT ---------
ALLOWABLE
-------
BENDING RATIO
------
7-
LOAD
SPAN LENGTH DEFLECTIO14 LEFT
MIDSPAN
RIGHT
BENDING
LEFT
MIDSPAN
RIGHT
CASE
(FT) (IN) (K -F)
(K-F)�
(K -F)
(KSI) -
----------------------
7 -----------------------------------------------------------
1 7.333 -0.481 0.000
-0.072 .
0.076
48.000
------------------------------------
0.000
0.357
0.504
2
2 5.000 0.054 0.076
0.004
0.035
48.000
0.504
0.025
0.228
2
3 5.333 0.145 -0.035
0.040
0.000
48.000
0.172
0.266
0.000
1
-----------------------------------------------------------------------------------------------------------------------
22
0
DESPRT-SLST-D93797EM
E.W. WIND THRUST 1.83 KIPS) CAN BE RESISTED BY DIAPHRAGM ACTION 4.80 KIPSI)
0
DESPRT-SLST-D9�70
E.W. WIND THRUST 1.83 KIPS) CAN BE RESISTED BY DIAPHRAGM ACTION 4.80 KIPSIP
0
0
0
DESPRT-SLST-D93"0
A S BUILDING SYSTEMS, INC.
PAGE 22
DATE. 08-22-01 16:23:18
CARYVILLE, TENNESSEE
RUN NO. D93797E
DIAGONAL BRACING DESIGN
D E S I G N D A T A
-----------------------
LOAD CASE -1
WIND LOAD
WIND LOAD
17.600 PsF
WIND PRESSURE COEF.
0.800
WIND SUCTION COEF.
-0.500
NUMBER OF BRACED BAY
1
BRACING TYPE
:-CABLE
BRACED AT BAY #
UNIFORM RAY SPACING
20.00
--------------------------------------------------------------------------------------------------------------------
ENDWALL * AXIAL LOAD
STRUT PURLIN
* AXIAL -FORCE STRUT PURLIN
TENSION
BRACE SIZE
REACTION
COLUMN NO. * IN END RAY
REQUIREMENT
* IN STRUT REQUIREMENT
REQUIRED
TO
LOAD
PURLINS
PURLINS
PT-al-fE
CASE
(KIPS)
------------------------------------------------
(KIPS)
-----------------------------------------------------------------
(KIPS)
(IN.)
(KIPS)
(SIDEWALL B)
1 0.0000
NONE
3.8515 NONE
4.7013
0.3750
2.6960
1
2 0.0000
NONE
2.7361 NONE
3.0590
0.2500
1.3680
1
3 0.0000
NONE
2.7361 NONE
3.0590
0.2500
1.3680
1
(SIDEWALL D)
4 0.0000 NONE 3.8515 NONE
--------------------------------------------------------------- 7 ----------------------------------------------------
4.7013 0.3750 2.69�O 1
0
0
DATE 08-22-01 16:23:18
A & S BUILDING SYSTEMS, INC.
CARYVILLE, TENNESSEE
DESPRT-SLST-D9310
PAGE - 2 3
RUN NO. D93797E
------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
BENDING
------- AXIAL ------- * ------- BENDING ------ * + DEFLECTION LOAD BENDING UNBRACED
SPAN LENGTH SECTION FORCE ALLOW. RATIO * MOMENT ALLOW. RATIO * AXIAL CASE ANALYSIS FLANGE
(FT) (KIPS) (KIPS) * (KIP -FT) (KIP -FT) * RATIO (IN) METHOD LENGTH
---------------------------------------------------- ---------------------------- : ------------------------------------------------
1 20.00 SES14 1.93 17.74 0.11 2.83 10.82 0.26 * 0.37 0.51 3 Aisi c3.1.2 20.0000
1 20.00 8ES14 1.93 17.74 0.11 2.83 10.82 0.26 * 0.37 0.51 3 AISI C3.1.2 20.0000
------------------------------------------------------------------------------------------------------------------------------- 9
A
26
0
0
***** EAVE STRUT ANALYSIS *****.
D E S I G N
D A T A - LIVE LOAD INCLUDES COLLATERAL LOAD WHEN APPLICABLE
--------------------------
LOAD CASE 1
DL+LL
(1.0)
LOAD CASE 2
DL+LL/2+WL
(1.0)
LOAD CASE 3
DL+LL+WL/2
(1.0)
DEAD LOAD
0.998 PsF
,LINM LOAD
20.000 PSF
WIND LOAD
17.600 PsF
DEFLECTION
NA
DESPRT-SLST-D9310
PAGE - 2 3
RUN NO. D93797E
------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
BENDING
------- AXIAL ------- * ------- BENDING ------ * + DEFLECTION LOAD BENDING UNBRACED
SPAN LENGTH SECTION FORCE ALLOW. RATIO * MOMENT ALLOW. RATIO * AXIAL CASE ANALYSIS FLANGE
(FT) (KIPS) (KIPS) * (KIP -FT) (KIP -FT) * RATIO (IN) METHOD LENGTH
---------------------------------------------------- ---------------------------- : ------------------------------------------------
1 20.00 SES14 1.93 17.74 0.11 2.83 10.82 0.26 * 0.37 0.51 3 Aisi c3.1.2 20.0000
1 20.00 8ES14 1.93 17.74 0.11 2.83 10.82 0.26 * 0.37 0.51 3 AISI C3.1.2 20.0000
------------------------------------------------------------------------------------------------------------------------------- 9
A
26
0
0
9
DATE -08-22-01 16:23:18
A S BUILDING SYSTKKS, INC.
CARYVILLE, TENNESSEE
D I ESPRT-SLST-D930
PAGE 2 4
RUN -NO. D93797E
0
0
STANDARD ANALYSIS MODE WITH
COSTING
---------- - ---------------
---
- ---------------------
(PURLIN)
- -------
- - ---
-
- - -----------
--------------------
0
PURLIN TYPES BY BAY:
1
0
0
0.
0
0
0
0
0
0
0
0
0
0
0
0
6
0
0
.0
0
0
0
0
0
0
0
--------------
- ----------------------------------------------------------------------------------
(GIRTS SIDEWALL)
---------------------------
0
SIDEWALL GIRT TYPES:
LEFT
3
1
3
0
0
0
0
0
0
0,
0
0
0
0
0
0
0
0,
0
0
0
-0
0
0
0
0
0
0
0
0
0
SIDEWALL GIRT TYPES:
RIGHT
3
1
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
'.0
0
0
0
0
0
0
-
-----------------
(GIRTS ENDWALL)
-------
- -----
- -------------
- - ------------------------
--------- ---
0
ENDWALL GIRT TYPES:
LEFT
1
1
1
0
0
0-
0
0
0
0
0
0
0
0
0
0
0 -
0
0
0
0
0
0
0
0
0
0
0
0
0
0
ENDWALL GIRT TYPES:
RIGHT.
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
DESPRT-SLST-D93*
A S BUILDING SYSTEMS, INC. PAGE 25
DATE .08-22-01 16:23:18 CARYVILLE, TENNESSEE RUN NO. D93797E
ENGINEERING MANHOUR.SUMMARY
DESCRIPTION MANHOURS
EASE SHELL BUILDING 2400.00 SQ.FT. .23.0 HRS.
----------
TOTAL MANHOURS 23.6,
0
13
A S BUILDING SYSTEMS, INC.
DATE- 08-22-01 16:23:18 CARYVILLE, TENNESSEE
SUPPLEMENTAL BUILDING INFORMATION:
------------------------------------------- ------------ 7 ------------------
**-*SECONDARY DESIGN OPTIONS:
STRESS RATIOS: DEFLECTION:
PURLIN= 1.03 PURLIN=NA
GIRT-- 1.03 GIRT --L 60
EW COL-- 1.03 EW COL --L 60
----------------------------------------------------------------------- 9
29
DESPRT-SLST-D93
PAGE : 26
RUN NO. D93797E
0
0
Ll
is
UBC 1997
1997 UBC WIND LOAD COEFFICIENTS JOB NO. 1299-3797E
WIDTH
40 FT.
LENGTH
60 FT.
EAVE HEIGHT
16 FT.
ROOF SLOPE
1/12
BAY SPACING
20 FT.
WIND SPEED
80 MPH
WIND EXPOSURE
c
Ce
1.074
DESIGN WIND PRESSURE
�_17.61PSF
COMPONENTS & CLADDING
PURLIN UPLIFT
GIRT PRESSURE
0.9
GIRT SUCTION
-0.9
E.W. COL. PRESS.
0 , 9
E.W. COL. SUCT.
-0.9
DIAG. BRACING PRESSURE
0.8
DIAG. BRACING SUCTION
-0.5
B.F.R. UPLIFT
-1.5
MAIN FRAMES
WIND LEFT WINDWARD WALL
0.8
WIND LEFT WINDWARD ROOF
-0.7
WIND LEFT LEEWARD ROOF
-0.7
WIND LEFT LEEWARD WALL
-0.5
WIND RIGHT WINDWARD WALL
0.8
WIND RIGHT WINDWARD ROOF
-0.7
WIND RIGHT LEEWARD ROOF
-0.7
WIND RIGHT LEEWARD WALL
-0.5
ROOF PANEL
2.3
WALL PANEL
-1.5
Page I
L I
UBC 1997 SEISMIC REACTIONS JOB NO. 299-3797E
Zone
Importance
Ground Snow Load.
Collateral Load
Dead Load 01
Ca
BUILDING
Width
Length
max. Bay Spacing
Height
Slope
GS,SS,LT GS
V= (2.5*Ca* I/R)*W
Em = 0 *V
3
1
20 Design SL = No SL Req'd
0
2.5 PSF
0. 36 Not near source
40
60
20
16
1
Gable Symmetrical, Single Slope, Lean -To
R = 5.6 for bracing, 4.5 for frames
0 = 2.2 for bracing, 2.8 for frames
MAIN FRAMES
W Roof Area * (DL + SL + Coll) + 1/2 Wall Area * (DL) * 2 walls
W= 2800 lbs
V = 560 lbs
Em= 1568 lbs
1.568 k
/2 0.784 k/end of frame
SIDEWALL BRACING
W=Roof Area*(DL+SL+Coil)+1/2 Sidewall Area*2 sidewalls'*DL + 112 Endwall Area*2 endwalls*DL
X -Brace
Portal Frame
W:.-
10083 lbs
10083 lbs
V =
1621 lbs
2017 lbs;
Em =
3565 lbs
5647 lbs
3.565 k
5.647 k
/2=
1.783 k/side
2.823 k/side
ENDwALL BRACING
W = Roof Area * (DL + SL + Coll) + 1/2 Sidewall Area*2 sidewalls*DL +.1/2 Endwall Area*DL
W =
2242 lbs
V =
360 lbs
Em =
793. lbs;
0.793 k
DATE 08-22-2001 16:28:03 A & S BUILDING SYSTEMS INC.
CARYVILLE,TENNESSEE
DD,THURMAN CONS,CHAD THURMAN, 2,
D93797E 299-3797, 0, 1 60.0000,
40.0000, 16.0000, 1.0000, 20.0000,RF , 1_
12.00, 17.60, 1.80, 20.00,11, J.00,
FRAM, 1,1,1.... #,0, 0.0000,
WIND,0.8,-0.7,-0.7,-0.5,0.8,-0.7,-0.7,-O.t,
DESN,2 ....... 50_50,
SWGB, 0.0000, 7.3333, 5.0000, 3.6667, 0.0000,, 0.0000, 0.0000, 0.0000, 0.0000,
PURB, 8.2500, 5.0000,
MEMB
BL,WO8X018, 11.00, 13.00, 0.00, .0.00, 0.00, 1.50, 50.00,
LP,W12XO14, 13.00,-14.00, 14.00, 0.00, 0.00, 1.00, 50.00,
LOAD,
LP,1,2,H,0.784
RP,1,2,H,0.784,1,
COMB,
1,0,0_1,0.714,
0
DESPRT-FLST-D93**
PAGE:_1
RUN NO: D93797EM
0
DATEO-22-2001 '16:28:03
D E S I G N D A T A
A S BUILDING,SYS* NC.
CARYVILLE,TENNESSEE
BUILDING SERIES
RF
WIDTH
40.0000 FT
EAVE HEIGHT
16.0000 FT
ROOF SLOPE
1.0000 IN/FT
TRIBUTARY SPACING
20.0000 FT
BUILDING CODE
LIVE LOAD
14.00
PSF
WIND LOAD
17.60
PSF
DEAD LOAD
1.80
PSF
GROUND SNOW LOAD
20.00
PSF
NUMBER OF CYCLES
1
GIRT AND PURLIN DATA
-------------------
SIDEWALL B
----------
SIDEWALL D
----------
COL. TO STEEL LINE
DISTANCE
(IN)
0.0000
0.0000
GIRT SPACINGS (FT)
7.3333
7.3333
5.0000
5.0000
3.6667
3.6667
FLANGE BRACING AT
SIDEWALL B
GIRT NO.
1 2
FLANGE BRACING AT
SIDEWALL D
GIRT NO.
1 2
RAFTER TO STEEL LINE AT ROOF
(IN) :
8.2500
8.2500
PURLIN SPACINGS (FT)
1
@ 4.9827
1 @ 4.9827
2
@ 5.0000
2 @ 5.0000
.1
@ 3.9688
1 @ 3.9688
1
@ 1.0485
1 @ 1.0485
FLANGE BRACING AT
PURLIN NO.
(LEFT )
: 1 2 3
4
FLANGE BRACING AT
PURLIN NO.
(RIGHT)
: 1 2 3
.4
2
DESPRT-FLST-D93j*
PAGE: 2
RUN NO: D93797EM
0
0
10-22-2061 16:28:03 A & S BUILDING SYS* NC.
DATE
CARYVILLE,TENNESSEE
D E S I G N D A T A (CONTINUED)
--------------
WIND COEFFICIENTS
------------------
WIND FROM LEFT Cl= 0.800 C2= -0.700 C3= -0.700 C4= -0.500
3
6ESPRT-FLST-D937if
PAGE: 3 .
RUN NO: D93797EM
4
0
S BUILDING SYSONC.
DATE -22-2001 16:28:03 A
CARYVILLE,TENNESSEE
DESPRT-FLST-D93-0
PAGE: 4
RUN NO: D93797EM
D E
-----------------------
S I G N
D A T
A (CONTINUED)
2
DL + WLL (1.00)
CASE
3
DL + LL/2 + WLL (1.00)
MEMBER PROPERTIES
----------------------------------------
4
DL + LL + WLL/2 (1.00)
CASE
5
DL + UBL (1.00)
CASE
6
DL + SPC 1 (1.00)
UBL :
END
---- DEPTH ----
OUTER
INNER
FLANGE
WEE
ME14BER
TYPE
COND.
WEIGHT(fl SECTION LENGTH
START END
------------------------------------------------------------
FLANGE
WEB FLANGE
YIELD
YIELD
-------------------
Bl,
W08XO18
7 ------------------------------------------------
P -F
265.62
1A 14.371
8.14 8.14
5.250 X 0.3300
0.2300 5.250 X 0.3300
50.00
50.00
LP
W12XO14
F -F
279.86
1A 20.069
11.91 11.91
3.970 X 0.2250
0.2000 3.970 X 0.2250
50.00
50.00
LOAD COMBINATION :
CASE
1
DL + LL (1.00)
CASE
2
DL + WLL (1.00)
CASE
3
DL + LL/2 + WLL (1.00)
CASE
4
DL + LL + WLL/2 (1.00)
CASE
5
DL + UBL (1.00)
CASE
6
DL + SPC 1 (1.00)
UBL :
FULL SNOW LOAD ON LEFT ROOF SLOPE + 0.50 X SNOW LOAD ON RIGHT ROOF SLOPE
4
0
0
DA*22-2061
16:28: 03
A & S BUILDING SYSTEMS INC.
CARY'VILLE,TENNESSEE
L 0 A D S R E P 0 R T
-------------------------
------------- --------------------------------
LOAD MEMBER DIRECTION TYPE START DIST
DL
Bl,
-VER.
UNIF
0.0000
WLL
BL
HOR.
UNIF
0.0000
WLL
BL
HOR.
CONC
14.8352
WLL
Bl,
MOMT
14.8352
DL
LP
VER.
UNIF
0.0000
DL
LP
VER.
CONC
0.0000
DL
LP
-0.0950 0.0000
MOMT
0.0000
LL
LP
VER.
UNIF
0.0000
LL
LP
VER.
CONC
0.0000
LL
LP
MOMT
0.0000
WLL
LP
VER.
UNIF
0.0000
WLL
LP
HOR.
UNIF
0.0000
WLL
LP
VER.
CONC
0.0000
WLL
LP
MOMT
0.6000
WLL
LP
HOR.
CONC
0.0000
WLL
LP
MOMT
0.0000
UBF
LP
VER.
UNIF
0.0000
UBF
LP
VER.
CONC
0.0000
UBF
LP
MOMT
0.0000
DL
BR
VER.
LINIF
0.0000
WLL
BR
HOR.
UNIF
0.0000
WLL
BR
HOR.
CONC
14.8352
WLL
BR
MOMT
14.8352
DL
Rp
VER.
UNIF
0.0000
DL
RP
VER.
CONC
0.0000
DL
RP
MOMT
0.0000
LL
RP
VER.
UNIF
0.0000
LL
RP
VER.
CONC
0.0000
LL
Rp
MOMT
0.0000
WLL
RP
VER.
UNIF
0.0000
WLL
RP
HOR.
UNIF
0.0000
WLL
RP
CONC
0.0000
WLL
RP
MOMT
0.0000
WLL
RP
HOR.
CONC
0.0000
WLL
Rp
MOMT
0.0000
UBF
Rp
VER.
UNIF
0.0000
UBF
Rp
VER.
CONC
0.0000
UBF
RP
MOMT
0.0000
SPC 1
LP
HOR.
CONC
1.0000
SPC 1
-------------------------------------------------------
RP
HOR.
CONC
1.0000
-----------------------
INTENSITY END DIST.
DESPRT-FLST-D9
PAGE: 5
RUN NO: D93797EM
-0.0204 0.0000
0.2816 0.0000
0.3265 0.0000
-0.1893 0.0000
-0.0519 0.0000
-0.0176 0.0000
0.0030 0.0000
-0.2800 0.0000
-0.0950 0.0000
0.0161 0.0000
0.2464 0.0000
-0.2464 0.0000
0.0836 0.0000
-0.0142 0.0000
-0.0070 0.0000
0.0002 0.0000
-0.2800 0.0000
-0.0950 0.0000
0.0161 0.0000
-0.0204 0.0000
0.1760 0.0000
0.2041 0.0000
-0.1183 0.0000
-0.0519 0.0000
-0.0176 0.0000
-0.0030 0.0000
-0.2800 0.0000
-0.0950 0.0000
-0.0161 0.0000
0.2464 .0.0000
0.2464 0.0000
0.0836 0.0000
0.0142 0.0000
0.0070 0.0000
-0.0002 0.0000
-0.1400 0.0000
-0�0475- 0.0000
-0.0081 0.0000
0.7840 0.0000
0.7840 0.0000
-------------------------- 9
DATE 0-22-2001 16:28:03 A & S BUILDING-SYSTEOINC.
CARYVILLE,TENNESSEE
D'ESIGN SUMMA-RY
----------------------------
DESPRT-FLST-D937*
PAGE: 6
RUN NO: D93797EM
- - - - - - -
- - - - - - - - - - - - - - - - - - - - - -
INTERNAL FORCES
- - - - - - - - - 7-7 - - - - - - - - - - - - - - - - -
-------- ALLOWABLES ----------
- - - - - - -
- - - - - - - - - -
. I
-------------
- - - w - - -
- - - - - - - - - - - - - -
I . - - � �
STRESS RATIOS -�
- - --- - - - -
. Z' . . -
-----------
-- - - - - - -
- - -
*
- - - - - -
- 7
- - - - - - - -
SECTION
BENDING
*
-- BENDING
BENDING --
BENDING
CRIT *
LOAD
NAME
SHEAR
AXIAL
MOMENT
* SHEAR
AXIAL
OUTER
INNER
SHEAR
AXIAL
OUTER INNER
+ AXIAL
RATIO*
CASE
DIST.
(KIPS)
(KIPS)
(K -FT)
* (KIPS)
(KSI)
(KSI)
(KSI)
------------------------------------
(FT)
----------------------------------------------------------------------------------------
BLIA
5.27
-6.94
46.63
* 49.93
19.43
40.00
40.00
* 0.11
0.07
0.92 0.92
0.95
0.95 *
2
14.37.
LPIA
6.23
-2.46
45.83
* 44.66
.18.19
36.76
40.00
* 0.14
0.03
1.01 0.92
1.01
1.01 *
2
BRlA
2.96
-6.94
-30.18
* 49.93
19.43
30.00
30.00
* 0.06
0.07
0.79 0.79
0.84
0.84 *
1
.0.60
14.37
RPlA
-6.23
-2.46
-29.32
* 44.66
18.19
30.00
27.57
* 0.14
0.03
0.79 0.86
0.88
0.88 *
1
0.60
--------------------------------------
7 ----------------------------------------------
----------------------------------------
13
6
E
P-.�
JOINT B L P R B
CORD.
------------------------------------------------------
X-FT 0.34 0.34 20.00 39.66 39.66
Y -FT 0.00 14.84 16.48 14.84 0.00
-------------------------------------- ---------------
VERTICAL CLEARANCE AT KNEE LEFT = 14.37 FT
HORIZONTAL CLEARANCE AT THE KNEE = 38.64 FT
VERTICAL CLEARANCE AT RIDGE = 15.98 FT
WEIGHT OF FRAME MEMBERS 1090.97 LBS
WEIGHT OF MISC. ITEMS 152.74 LBS (14.0%)
TOTAL 1243.70 LBS
MAXIbM BENDING PLUS AXIAL STRESS RATIO = 1.0al
7
DESPRT�FLST-D93710
DATEO-22-2001
16:28:03
S BUILDING
SYSTVINC.
PAGE: 7
RUN NO: D93797EM
CARYVILLE,TENNESSEE
G E N E R
---------------------------------------
A L
I N F 0 R
M A T 1 0 N
------------------------
REACTIONS
I --------
DEAD
: -------------------------------------
LIVE
WIND
U13L -
4v&c
(KIPS)
LOAD
LOAD
LOAD
LOAD
LOAD
---------------------------------------------------------------------
LEFT
LEFT COL.
HOR
0.33
1.77
-5.60
1.33
-0.78'
LEFT COL.
VER
1.34
5.60
-6.42
4.91
-0.59.
RIGT COL.
HOR
-0.33
-1.77
-1.72
-1.33
-0.78
RIGT COL.
---------------------------------------------------------------------
VER
1.34
5.60
-3.44
3.49
0.59
JOINT B L P R B
CORD.
------------------------------------------------------
X-FT 0.34 0.34 20.00 39.66 39.66
Y -FT 0.00 14.84 16.48 14.84 0.00
-------------------------------------- ---------------
VERTICAL CLEARANCE AT KNEE LEFT = 14.37 FT
HORIZONTAL CLEARANCE AT THE KNEE = 38.64 FT
VERTICAL CLEARANCE AT RIDGE = 15.98 FT
WEIGHT OF FRAME MEMBERS 1090.97 LBS
WEIGHT OF MISC. ITEMS 152.74 LBS (14.0%)
TOTAL 1243.70 LBS
MAXIbM BENDING PLUS AXIAL STRESS RATIO = 1.0al
7
DA 0 22-2001 16:28:03
D E F L E
-----------------------
C T 1 0 N
S
------------------------------------------
HORIZONTAL
7 -
VERTICAL
LOADING ---------------------
AT
CONDITION
LEFT
RIGHT
PEAK
--------------------------------------------
KNEE.
KKEE
DEAD LOAD
-0.033
0.033
-0.412
LIVE LOAD
-0.180
0.180
-2.214
WIND LEFT
4.576.
4.248
2.013
UBL
0.088
0.358
-1.660
SPC CASE 1
1.581
1.581
0.000
-------------------------------------------
9
A & S BUILDING SYSIOINC.
CARYVILLE,TENNESSEE
a
DESPRT-FLST-D93
PAGE: 8
RUN NO: D93797EM
1�1
0
DATE 08-22-2001 16:28:05
D E S I G N
--------------------------
D AT A
CASE
SHEAR
AXIAL
WIND
(KIP)
(KIP)
INDICATOR
1
-2.10
6.94
1.00
2
2.10
6.94
1.00
3
5.27.
-5.07
1.33
4
2.05
-2.09
1.33
5
4.38
-2.27
1.33
6
2.94
0.71
1.33
7
0.70
3.74
1.33
a
2.96
5.22
1.33
9
-1.66
6.26
1.00
10
1.66
4.83
1.00
11
0.23
0.92
1.00
12
0.89
1.77
1.00
A S BUILDING SYSTEMS INC.
CARYVILLE, TENNESSEE
**** EXTERIOR COLUMN RASE CONNECTION ****
ANCHOR BOLTS: 2 - 0.750 INCH DIAMETER A307
BASE PLATE: 8.000 X 0.375 X 8.140 50.0 KS1
CONCRETE: 3.000 KSI
CONTROLLING,CONDITIONS
----------------------------------------------------------------------------
ANCHOR ----------- SHEAR ----------- ----------- AXIAL --------
BOLT FORCE STRESS ALLOW. RATIO FORCE STRESS ALLOW. RATIO
CASE (KIPS) (KSI) (KSI) (KIPS) (KSI) (KSI)
---------------------------- ------- ---------------------------------------
3 5.27 5.96 13.33 0.45 -5.07 -5.74 20.36 0.28
----------------------------------------------------------------------------
DESPRT-NLST-D9
PAGE: 1
QUOTE NO: D93797E
le
0
DATE 08-22-2001 16:28:05 A & S BUILDING SYSTEMS INC.
CARYVILLE, TENNESSEE
**** VERTICAL KNEE CONNECTION ****
D E
S I G . N
D AT A
BOLTS: 6 - 1.000 INCH DlAkE
--------------------------
BUTT PLATE; 5.250 X 1.000
X ll�
CASE
MOMENT
AXIAL
SHEAR
WIND
(K -FT)
(KIP)
(KIP)
INDICATOR
--------------
----------------------------------------------------------------------------
.A . LLOW
1
-29.32
�.lo
6.43
1.00
COMP
NEU. AXIS
2
-29.32
3.14
-5.99
1.00
STRESS
SHEAR
3
45.83
-0.78
-5.25
1.33
K -FT
--------------------------
KIP
4
-11.85
-1.14
2.11
1.33
KSI
INERTIA
5
33.46
0.11
-2.54
1.33
-5.99
TOP ROW
6
-24.22
0.18
-0.41
1.33
19.197
43.503
7
-4.11
1.55
3.30
1.33
26.4011
10.1190
8
-32.95
2.32
-4.47
1.33
45.83
9
-22.95
1.66
5.74
1.00
1.1146
-17.1582
10
-23.34
2.36
-4.07
1.00
11
3.60
-0. 23
0.58
1.00
12
-12.79
1.11
-1.27
1.00
36.0 KSI
DESPRT-NLST-D93jo
PAGE: 2
QUOTE NO: D93797E
------------------------------------------------------------------------
CONTROLLING CONDITIONS
--------------------------------
--------------
----------------------------------------------------------------------------
.A . LLOW
BOLT
BOLT
PLATE
CONNECTION
TEN
COMP
NEU. AXIS
M014ENT
AXIAL
SHEAR
BOLT TEN
STRESS
SHEAR
STRESS
MOMENT OF '
SECTION
SECTION
FROM END
K -FT
--------------------------
KIP
KIP
---------
KSI
-------------
KSI
----------------------------------------------------------------
KSI
KSI
INERTIA
MODULUS
MODULUS
OF PLATE
-29.32
3.14
-5.99
TOP ROW
33.8084
18.2628
1.2721
-8.1546
129.62
19.197
43.503
2.980
2ND,t OP ROW
26.4011
10.1190
34.547
45.83
-0.78
-5.25
BOt ROW
35.2014
37.4629
1.1146
-17.1582
82.56
14.744
32.019
2.579
2ND BOT ROW
35.2014
17.4809
31.757
-------------------------- 7 -------------------------
TAIL DIMENSIONS TO BOLT ROWS FROM OUTSIDE
WORKING POINT TO CENTER OF BOLT ROW
2.1783
5.1783
8.1783
0
*MAX APPLIED TENSILE LOAD NOT ANALYZED*
***NOMINAL BOLT SPACING = 3.000 INCHES
***STRESSES FOR 2ND ROWS NOT CALCULATED IF
BOLT PITCH EXCEEDS NOMINAL BOLT SPACING
i
E
0
0
0
Date: 08/22/2001 Nloment En.d-Plate Connection Design
Time: 4:51:03 PM
Job#: 299-3797E Client: THURMAN CONSTRUCTION
By: DMR.
Part: HAUNCH I End User: R&R HORN
00
General Information:
Design procedure:
ASD
Design Approach:
Thin Plate
Bolt Type: -
A325
Bolts Tightening Method:
Fully Tightened
Is This a Rigid Frame Connection?
Yes
Design or Analysis:
Design
Section Data:
Web Depth:
12.00 in
Outer Flange Thickness:
0.250 in
Total Depth:
12.50 in
Inner Flange Thickness:
0.250 in
Web Thickness:
0.1875 in
Common Inner Bolts Pitch:
3.00 in
Flange Width:
5.00 in
Plate Material Yield:
50 ksi
Positive Moment:
Negative Moment:
Positive Moment:
549.96 k -in
Negative Moment:
351.84 k -in
Axial Load:
0.78 kip
Axial Load:
3.14 kip
Shear Load:
5.25 kip
Shear Load:
5.99 kip
Adjusted Moment (Mu):
1166.04 k -in
Adjusted Moment (Mu):
814.80 k -in
Type of Connection:
Extended
Type of Connection:
Extended
Bolt gage:
3.00 in
Bolt gage:
3.00 in
Inner Flange Ext. Length:
4.00 in
Outer Flange Ext. Length:
4.00 in
Inner Flange Bolts Pitch:
2.00 in
Outer Flange Bolts Pitch:
2.00 in
Inner Flange Ist Inner Bolts Pitch:
2.00 in
Outer Flange I st Inner Bolts Pitch 2.00 in
Moment Arm:
24.50 in
Moment Ann:
24.50 in
Proof Load:
39.76 kip
Proof Load:
27.61 kip
Plate Thickness:
0.63 in
Plate Thickness:
0.50 in
Number of Bolts:
4
Number of Bolts:
4
Bolt Diameter:
0.75 in
Bolt Diameter:
0.63 in
Is Stiffener Required?:
No
Is Stiffener Required?:
No
Stiffener Thickness:
N/A
Stiffener Thickness:
N/A
Pre Tension Load:
28.00 kip
Pre Tension Load:
19.00 kip
Qmax:
0.00 kip
Qmax:
0.00 kip
0.75MQ:
1320.13 k -in
0.75MQ:
902.91 k -in
is 0.75 MQ > Mu?
Yes
is 0.75 MQ > Mu?
Yes
Result:
Positive Moment Area
Thickness
Negative Moment Area
Use 4-3/4" Diameter Bolts
5/8" Plate
Use 4-3/4" Diameter Bolts
0
0
0
0 0
Date: 08/22/2001 Homent
En.d-Plate Connection �Desigii
Time: 4:51:48 PM
Job#: 299-3797E Client: THURMAN CONSTRUCTION
By: DMR
Part: HAUNCH Z- End User: R&R HORN
...... ......
r)
10
10.
General Information:
Design procedure:
ASD
Design Approach:
Thin Plate
Bolt Type:
A325
Bolts Tightening Method:
Fully Tightened
Is This a Rigid Frame Connection?
Yes
Design or Analysis:
Design
Section Data:
Web Depth:
12.00 in
Outer Flange Thickness:
0.250 in
Total Depth:
12.50 in
Inner Flange Thickness:
0.250 in
Web Thickness:
0.1875 in
Common Inner Bolts Pitch:
3.00 in
Flange Width:
5.00 in
Plate Material Yield:
50 ksi
Positive Moment:
Negative Moment:
Positive Moment:
549.96 k -in.
Negative Moment:
351.84 k -in
Axial Load:
1.63 kip
Axial Load:,
2. 10 kip
Shear Load:
5.05 kip
Shear Load:
6.43 kip
Adjusted Moment (Mu):
118 8.24 k -in
Adjusted Moment (Mu):
787.68 k -in
Type of Connection:
Extended
Type of Connection:
Extended
Bolt gage:
3.00 in
Bolt gage:
3.00 in
Inner Flange Ext. Length:
4.00 in
Outer Flange Ext. Length:
4.00 in
Inner Flange Bolts Pitch:
2.00 in
Outer Flange Bolts Pitch:
2.00 in
Inner Flange I st Inner Bolts Pitch:
2.00 in
Outer Flange I st Inner Bolts Pitch 2.00 in
Moment Arm:
24.50 in
Moment Arm:
24.50 in
Proof Load:
39.76 kip
Proof Load:
27.61 kip
Plate Thickness:
0.63 in
Plate Thickness:
0.50 in
Number of Bolts:
4
Number of Bolts:
4
Bolt Diameter:
0.75 in
Bolt Diameter: -
0.63 in
Is Stiffener Required?:
No
Is Stiffener Required?:
No
Stiffener Thickness:
N/A
Stiffener Thickness:
N/A
Pre Tension Load:
28.00 kip
Pre Tension Load:
19.00 kip
Qmax:
0.00 kip
Qmax:
0.00 kip
0.75MQ:
1320.13 k -in
0.75MQ:
902.91 k -in
is 0.75 MQ > Mu?
Yes
is 0.75 MQ > Mu?
Yes
Result:
Positive M.oment Area
Thickness Negative M.oment Area
Use 4-3/4" Diameter Bolts
5/8" Plate Use 4-3/4" Diameter Bolts
DESPRT-NLST-D93
PAGE: 3
QUOTE NO: D93797E
CONTROLLING CONDITIONS
DATE 08-22-2001
16:28:05
A
S BUILDING SYSTEMS INC.
BOLT
BOLT..
PLATE
CONNECTION
..CARYVILLE,
TENNESSEE
NEU. AXIS
MOMENT AXIAL SHEAR
BOLT TEN
STRESS
SHEAR
PEAK CONNECTION
D E
S I G N
D A T A
FROM END
K -FT KIP KIP
----------------------------------------------------------------------------------------------------------------------------
BOLTS: 6 0.750 INCH DIAMETER A325
--------------------------
KSI
KSI
INERTIA
MODULUS
BUTT PLATE: j.970 X 0.625 X 11.951 50.0�KSI
CASE
MOMENT
AXIAL
SHEAR
WIND
-9.7946
42.78
(K -FT)
(KIP)
(KIP)
INDICATOR
35.2014
1
29.55
2.10
-0.01
1.00
2
-17.94
-1.17
-1.48
1.33
-9.0139
3
-5.48
-0.29
-1.49
1.33
26.4011
4
18.27
1.35
-0.75
1.33
5
23.30
1.66
-0.70
1.00
6
4.62
0.33
-0.43
1.00
DESPRT-NLST-D93
PAGE: 3
QUOTE NO: D93797E
CONTROLLING CONDITIONS
----------------------------------------------------------------------------------------------------------------------
ALLOW
BOLT
BOLT..
PLATE
CONNECTION
TEN
COMP
NEU. AXIS
MOMENT AXIAL SHEAR
BOLT TEN
STRESS
SHEAR
STRESS
MOMENT OF
SECTION
SECTION
FROM END
K -FT KIP KIP
----------------------------------------------------------------------------------------------------------------------------
KSI
KSI
KSI
KSI
INERTIA
MODULUS
MODULUS
OF�PLATE
-17.94 -1.17 -1.48 TOP ROW
35.2014
28.3621
0.5591
-9.7946
42.78
7.709
21.920*
1.951
2ND TOP ROW
35.2014
13.2667
16.784
29.55 2.10 -0.01 BOT ROW
44.0000
27.4929
0.0048
-9.0139
101.53
12.879.
39.538
2.568
2ND BOT ROW
26.4011
17.0137
20.790;
------------------------------------- 7-7
TAIL DIMENSIONS TO BOLT ROWS FROM OUTSIDE
WORKING POINT TO CENTER OF BOLT ROW
4.4513
7.4513
10.4513
***NOMINAL BOLT SPACING 3.000 INCHES
***STRESSES FOR 2ND ROWS NOT CALCULATED IF
BOLT PITCH EXCEEDS NOMINAL BOLT SPACING
3
0
0
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