HomeMy WebLinkAbout029-240-01629-24-16
W. F. STONE
50Q8 Midway, Richvale
Permit#46-87A(Agficultural Bldg Exemp)
29-24-16 -.774-91E
-STONE, Bill
5030 Midway, Richvale''
(elec sery relocation/sf)
;-029�-S4.Q-016. PERMIT#o6-02-98,
-STONE, Bi .4
5008 Midwa-y,,Ric
Con"t: -Sierra Cascadt%'�C__"
e, nc.
.Grain:Stg/Com.
ILI
a
s
MASONRY WALLS N E S W
Ist Lift
,2nd Lift
3rd Lift
4th Lift I -A
5th Lift
16th Lift
FIRE WALLS (Occupancy, Area, Prop rty)
Gypsum Board 1st Layer 2nd Layer
Walls
Ceilings
f�UA c v fj)—&� 4— 'r� 0 ve--
I
f
k
a
COMMERCIAL
029 . -240-016 PERMIT#00-0298
STONE, Bill
5008 Midway, Richvale
Cont: Sierra Cascade Inc.
Grain Stg/Com
&I
DATE: 5/4/00
APPLIED TESTING CONSULTANTS
MATERIALS ENGINEERING
TESTING AND INSPECTION
Inspection Report for
Concrete/ Reinforcing Placement
Client: Sierra Cascade, Inc.
680 Sutter St.
Yuba City, CA 95991
INSPECTOR: L. Chapman
DESCRIPTION OF WORK:
PROJECT: Bill Stone Grain Storage
Weather: Clear Temp: 66
Arrived at the job - site at 0715 hrs. to perform special concrete inspection for placement of concrete at Panels 2,
4, 5, 7, 9, & 10. Performed special inspection of reinforcing steel placement for the above locations. Verified
proper reinforcing placement, size, laps, spacing and clearances per General Notes. The first truck arrived at
0730 hrs. Verified the mix design as F515. All loads were monitored for the correct mix and slump. All
concrete was properly consolidated by use of a mechanical vibrator. Cast I set of 4 cylinders representative of
Panel 9, to be returned to the lab for compression testing. Performed I slump test out of load 2. The slump
measured 5.5 inches and the concrete temperature was 74 degrees. All work was in compliance with approved
plans and specifications. No problems were noted during placement. A total of 27 cubic yards were placed.
Departed jobsite at I 100 hrs.
Inspector
NZ
C. C.:
611
10%
3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243
V=OK
0 Not OK
Not Applicable
Not Ready COMMERCIAL
Date
LINUE046OR (Plans) OK except #'s
Date
FRAMING (Continued)
ng -Setbac ks- Ease ments- Flood -Slope-So i I Report
Ftg., Main; Soils-Llfer Ground.-Ftg. Depth
3. Hold Down s -Bolts- St raps- Embed ment-Hai r Pins
46. Hangers -Post Caps -Anchors -Connectors
47. Roof Shthing-Nailing-Diap.Chord Splice
48. Firewall-Doors-Area-Occp.-Prop.
4. Concrete -PSI -Cert -SP. insp.-Loc.
49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
5. Sternwalls, Main; Steel -Bloc kouts-Wra pped
5 . Glu:Prn cert. -Placement -Support
eel Buildings-Purlin-Girders
52. Property Line Firewall & Openings
53. Ext. Doors -Handicap Access
6. Reinf. Steel -Grade -Placement
7. Slab; Steel -Wrapped -Wire Mesh
8. Piers -Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test
54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
10. Gas Pipe; Size -Anchors
55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers
11. Water Pipe; Test -Anchor -Regulator -Service Test
56. Siding -Nailing Veneer
12. Electric; Underground, Underslab
57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
13. Pienums & Ducts; Clearance -Material -Support -ins.
58. Glazing Area -Glass Protection -Skyl i g hts- Plastic- Fire Port.
14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
59. Shear Walls -Plywood-Nailing-Conn to Roof
15. Mason ry-Rebar-Lifts
60. Insulation -Walls -Ceilings
61. Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
62. Corridors -Openings -Fire Protection -Framing
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
16. Water Htr.; Vent -Access -Combustion Air -Baffle
Date
Card B-1 Date Card B-1
17. Water Pipe; Test & Anchor -Nail Protection
Date
Card B-1 Date Card B-1
18. D.W.V.; Test -Fittings & Anchor -Nail Protection
Date
FINAL,4PIans) OK except #'s
19. Sinks -Floor -Grease Trap
45�. Ext. Steps -Door & Sidelight Protection -Landings
20. Hand icap-W/C-Backi ng
64. Exits -Size -Number -Placement
21. Gas Pipe; Size & Anchors - Firewall Penetrations
65. Furnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
Date
Card B-1 Date Card B-1
66. Sprinklers -Placement -Test
67. Su�wbed Ceiling-Seismic-Wires-Elec-Light & Mech.
Date Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
A6'-Elec. Trim & Subpanel; Breaker Sizes & Labels
22. Fixture & Transformer Clearance -Ins. Protection
69. Stairs & Rails
70. Handicap -Door Levers -Fin. Floor
23. SinqP Phase -Three Phase -Equip. Bond
1/1/ff-
Boxes & No. of Conductors -Stapled
2.�"Romex installed Close to Edge of Studs & C.J.
_.26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water
27. VViring-90'-Protected-Color Coded
28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga.
Cu or Al
71. Elec. Outlets at Wood Panel; Int. & Ext.
72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.
Above Floor-Mech. Protection
73. Plb., Elec. & Mach. Equip. Listed for Location
74. Insulation -Foam -Looked in Attic 0 Yes
75. Guard Rails & Deck Construction -Post Caps
29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling
76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Floor 0 Yes
30. Service -Riser Conductors & Ground -Main Disconnect
77. Stucco; Brown -Finish
31. Equip. Clearances Panels-Motors-Mech. Equip.
78. A.C. Unit; Disconnect, Electrical, Plumbing
32. Fire Wall Penetrations
79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to
Openings
80. Water Well; Disconnect, Electrical, Plumbing
Date
Card B-1 Date Card B-1
81. Exterior Elec. Trim; G.F.I. Receptacle -Underground
Date
Card B-1 - Date Card B-1
.82. Off Site -Parking -Handicap
Date
MECHANICAL (Permit) OK exceptl#'s
83. Glass Protection
33. A.C. Ducts Insulation & Support
84. Corrections from Previous Inspections
34. Vent Fan; Exhaust above insulation
85. Gas Test -Meters Tagged; Gas -Electric
35. Condensate Drain & Overflow; Size & Grade
'186. Water & Sewer Connected -C/0 to Grade -HD Approval
36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet
bate
7. E rgy Compliance Certificate -Other Certificates
AB' -Roofing Certificate -Fire Rating
Card B-1 Date Card B-1
37. Attic Access & Platform if Furnance in Attic
38. k.V.A.C.-Ventilation-Roof Access
39. Smoke & Fire Dampers
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:
Date
Card B-1 Date Card B-1
Date
FRAMING (Plans) OK except #'s
40. Sils, Proper Material & Anchors -Hold Downs
41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound
42. Bearing Walls over Girders & Floor Nailing
43. Draft Stop in Walls (rat proof)
44. Fire Stops; Furred Ceilings -Stairs -Chases
45. Headers & Beam -Size & Bearing -Support Fix.
Certificate of Occupancy
(NOTE: An entry must be made each
time you visit the job site)
DATE: 5/11/00
APPLIED TESTING CONSULTANTS
MATERIALS ENGINEERING TESTING AND INSPECTION
Inspection Report for
Concrete/ Reinforcing Placement
Client: Sierra Cascade, Inc.
680 Sutter St.
Yuba City, CA 95991
INSPECTOR: P. Dickinson
DESCRIPTION OF WORK: ,
PROJECT: Bill Stone Grain Storage
Weather: Clear/Cool Temp: 58
Arrived at the jobsite at 0700 hrs. to perform special concrete inspection for placement of concrete at Tilt Panel
Walls 1, 3, 6, 8, & 11. Performed special inspection of reinforcing steel'placement for the above locations.
Verified proper reinforcing placement, size, laps, spacing and clearances per Sheet 5 of 5 of Approved Sierra
Cascade Drawings. The first truck arrived at 0800 hrs. Verified the mix design as F515. All loads were
monitored for the correct mix and slump. All concrete was properly consolidated by use of a mechanical
vibrator. Cast 1 set of 4 cylinders representative of Panel 1, to be returned to the lab for compression testing.
Performed I slump test out of load 1. The slump measured 6.25 inches and the concrete temperature was 68
degrees. All work was in compliance with approved plans and specifications. No problems were noted during
placement. A total of 25 cubic yards were placed. Departed, job site at I 100 hrs.
Inspector
C. C.
3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243
APPLIED TESTING CONSULTANTS
Treir
LABORATORY SPECIMEN
COMPRESSIVE STRENGTH REPORT
PROJECT: Bill Stone Grain Storage
Report Date:
6/1/00
Supplier:
Date Cast:
5/4/00
N/A
Date Received:
5/5/00
Air Entrainment:
Cast by:
L. Chapman
CLIENT: Sierra Cascade, Inc.
Location in Structure:
Panel # 9
680 Sutter St.
5.5"
Air Temp:
Yuba City, CA 95991
.bs.)
Sample Size:
6" x 12"
Max Size Aggregate:
1"
Supplier:
Feather River Concrete
Admixtures:
N/A
Mix Design:
F515
Air Entrainment:
N/A
Cement Factor:
5.0 Sk.
Concrete Temp:
76
Slump:
5.5"
Air Temp:
66
F—DY-1
Structure & Location
est
F Wg-e�
ta
ornp.
Specified
Specimen
Date
Days
Eoad
Strength
Strength
.bs.)
(PSI)
(PC)
Panel # 9
5 1100
7
Panel # 9
6 1 0
3,000
Panel # 9
6/1/00
3,000
Panel # 9
]====I
i nese i ests were periormea in accoruance witn A� i ivit u -.5!i
Remarks:
Type of Fracture:
C.C.:
"Z?". __;Z�
Reviewed by 0"
3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243
LABORATORY SPECIMEN
COMPRESSIVE. STRENGTH REPORT
PROJECT:
Bill Stone Grain Storage
Report Date:
6/9/00
Max.
Are
Date Cast:
5/12/00
Specimen
Date Received:
5/13/00
Load
Cast by:
P. Dickinson
CLIENT:
Sierra Cascade, Inc.
Location in Structure:
Tilt Panel # I
(Lbs.)
680 Sutter St.
(PSI)
(rc)
Yuba City, CA 95991
Sample Size:
6" x 12"
Max Size Aggregate:
3/4"
Supplier:
Feather.River Concrete
Admixtures:
N/A
Mix Design:
F515
Air Entrainment:
N/A
Cement Factor:
5.0 Sk.
Concrete Temp:
68
Slump:
6.25"
Air Temp:
58
7 -EFF -1
S tru ct-5-r-e-E E o c at i on
es
Max.
Are
orrip.
peci ie
Specimen
Date
Load
EStrength
7Stren.-th
(Lbs.)
(PSI)
(rc)
Tilt Panel 9 1
Tilt Panel # 1
Tilt Panel # 1
69 0
3,000
Tilt Panel # 1
3,000
i nese i esis were perrornieu in accoruance wnn A�� I M
Remarks:
Type of Fracture:
C.C.:
Reviewed by
3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street - Chico, CA - (530) 89172751
7 County Center Drive - Oroville, CA * (530) 538-7541
CORRECTION NOTICE
PERMIT NO.
A routine inspgdtion indicates that the following violations of butte county Ordinances exist at the
above addrgKs and should be corrected. Please notice this office when correction of work is
completeX If you have any questions pertaining to this matter, or need additional explanation,
plep7§16y6n tact this office immediately.
Date f 60 inspector 69 L---1
REV 10/92
. '41
T";
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Orovil1le, California 95965 * Telephone (530) 538-7541 PERMIT NO.
Rev. 12/96) APPLICATION AND PERMIT 00-0,2?'s
il -
ASSESSOR F4RCEL NUMBER
029-240-016
ZONING
A 4b
BUILDINGPERMIT
OWNER
RTT i ,;TnNE
TELEPHONE
882-4485
SO. Fr. OCC. BUILDING VALUATION
.
OWNERS MAILING ADDRESS —5100
PO BOX 189 RICHVALE, 95974
112,200 -nn
CONTRACTOR'S NAME
SIERRA CASCOE INC.
TELEPHONE
1673-4155
CONTRACTORS "UNG ADDRESS
680 S = ER ST., YUBA CTTV _f�'* 95991
CONSTRUCTION LENDER
LENDERS MAJUNG ADDRESS
Fireplace
Total Valuation $ 119-9n)-oo
ARCrE OR W6t��
U ENSE NO.
12c
5019
Filing Fee $
20.00
—Permit Fee $
685.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
445.25
BUILDINGADDAESS
5008 MIDWAY, ETCHVAIE
Energy Plan Checking Fee $
$
PERMIT FEE $
1.150.25
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 1 20.00
USEOFSTRUCTURE
GRAIN STORAGE
SF 0 Duplex 0 Mobilehome 0 Other
SPECIFY
Each Trap
7.001
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 0 Remodel 0 Utilities 0 Installation 0 Other 0
Describe Work: ONE STORAGE BLDG. 60985
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home IS I G I W
PERMIT FEE $
ELECTRICAL PERMIT
Filing Fee 20-00
600V R LESS
Main Service 20.A OR LESS
23.00 no
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
0 1, as owner of the property, or my employees with wages as their sole compensation,
do the work, and the structure is not intended or offered for sale.
2"llwas 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, forthe performance of workforwhich this permit is issued.
MY workers' compensa on insurance garrier and ic um er are:
Carrier C -l'. _ '0 1 1W It
7pe W
� Di -5 L�X4 F 4 1 �.
Policy Number 1-11786 -
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
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
forthwith comply with those provisions.
"57— M
X &;�z'skte- Date a_1
SignalFure of Applicant - 0 Owner 0 Contractor 0 Agent
An OSHA permit is required for excavations over 60'.'deep and demolition or construction
of structures over 3 stories in height.
_,2_2
Main Service 200A TO 1000A 46.00
NEW CONST. DWELLING OCCUP
OR ADDNS. & ACC. BUDS.
_SO.
3.5yFT.
COT. -0
MU LTH' @7.50 1 q nn
R
P.O"WEL AF= US
4. E 0 CIR.
Ex. Occup. OUTLET OR FIXTURES SAL@ .50
FIXED APPI.M. OR
Ex. Occup. OUTLETS (RESID.) EA 5.00
Temporary Service
23.00
Mobile Home Facilities 20.00
Misc. Wiring
PERMIT FEE $ 58.00
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood
6.50
Ventilation
PERMIT FEP_ $
Mobile Home Installation Fee $
Energy Inspection Fee $
occ CONST. TYPE
TOTAL FEE$ 1 208 _..,2
OFTA ;0rMA
_f�ll
CDF
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 DaJe
PERMIT EXPIRES ON
J(D, tq) J
ReceiptNo. 2959997 T455. M &-_-E C- f /7 S
I
WHITE-D.D.S.-B.D. CANARY-ASSESSOF( PINK-INSPECTgR GOLDEINFIOD-TPPLICANT
J%
COUNTYOF BUTTE - DEPARTME14 O)7DEVELOPMENt SERVICES -BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
PE"IT "PLICA TION DA TA SHEET
OWNER: 13, ASSESSOR PARCEL NUMBER: 02c?—;ZZ/0,/p/b/
Proposed B�ildingb`se:,r,,,, _Building Inspector: Date:
At time of permit application, I was advidd the foHowing data must h—esubmitted prior to per&ft processing and/or issuance:
Date Rece#ed By
0 1. All items have been submitted --------------------------------------------------------------------------------------
142'.IP'lot plans, 3&ets, signed by the preparer of plans - ------------------------------------------------------------
03. Complete plans, 3,10ets, signed by the preparer of plans - -----------------------------------------------------
Wlgrg�eered plans, 38>ets, with wet signature on plans. All engineering must be shown on plans - --------
El 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------
E16. Energy Design Compliance and supporting documentation - ----------------------------------------------------
00MStafement of Intent ' for Non -Heated and A/C Buildings - ---------------------------------------------------------
HSazardous Material Form - ------------------------------------------------------------------------------------------
El 9. Manufactured Home data and installation instructions including Tie Down Specifications -------------------
@96ees of$ ------------------------------------------------------ &4,mc
El 11. Impact fees as shown on the attached schedule - -----------------------------------------------------------------
El 12. California Department of Forestry plan approval/fees - ---------------------------------------------------------
*15it0 elevation certificate - ----- U4:0-'16 ------- 51 - ----------------------------
ttj d plot plan approval Ok-o �Health Department. --------------------------------
ation anc
1tv of C Ico
y of Chico plumbing permit ------------------------------------------ �; -------------------------------------------
El 16. Plot plan and business license approval orn th�tC! C f Bi�%s - ------------------------------------------------
Planning approval for (A) Use.- Uv--, st T-)
(B) arking:.
QYContact Land Development about 0 Improvements, 11 Drainage, 0 Legal Parcel.
El 19. Encroachment Permit for driveway (construction approval prior to occupancy) - ----------------------------
E120. Pre -inspection for required. Request to Building'Inspector oii -'tDate)
021 Contractor's license information. (Number, Name Style, Classification) - --------- e, / -------
22 --------- I --------------
Workers' Compensation carrier and policy number - ------------------------------------
Owner-Builder Verification (Given toowner El, Mailed to owner 0) - --------------------------------------
024. Letter of si ature authorization - --------------------------------------------------------------------------------
gn
E125. Recorded C�opy of Agricultural Acknowledgment Statement - --------------------------------------------------
E126. Letter of inten*t on budding use - ------------------------------------------------------------------------------------
1127. Manufactured Home utility clearance - ---------------------------------------------------------------------------
E128. Existing violations and/or expired permits - ----------------------------------------------------------------------
029. 043-3-A,—DGiant Deed, 0 M.H. Title, 0 Check to H.C.D $ - ---------------
030. other. -------
When you issue the permit, process as follows 11 Mail to owner, OMail to contractor.
6felep'lione 35 4 cY 8,5 and hold for pickup at office. 0 Deliver with inspector.
Applicant: Date: 0�?-/5-C*Td
Copy of Haz-Mat form sent 0 Health Department, 0 Fire Department, &Air Pollution Date: BY:
Copy of plans sent 0 Health Department, 11 Fire Department, 0 Othe Date: BY:
-d: 11 Plan Check List
1. Index permit application for the above items numbere i A 7P
2. Addibonal i 7 A
.e�� rgner as of the above required datalby of phone, tmail, 0 Building D&ision counter, by Date: 3
Q&a:c�, designer, owner, was advised of the above required data by 0 phone, 0 mail, ��uilding Division counter, by Date: Sa
Contractor, designerlt!Mzpas advised of the above required data by 0 phone, Xmail, 0 Building Division counter, by Date: 3-q-0
Contractor, designer, owner, was advised of the above required data by o phone, 0 mail, o Building Division counter, by Date:
Plans reviewed by: Date: Plans approv�d by: Date:
Sets of plans on hold in)QPlan Cabinet, 0 A.P. folder. Note trandef by: Date:
Yellow Copy - Department of Development Services, Building Division.
M
171
7� FMIT- --.;r P 'VK
71F
R�
E.H. USE ON&Y
- 1
Not Man Artadzi.
Hoar Plan Attached
Sent to 8.0. INV— j .
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
owner (Xocaiio"n AP#
Plan Approved for: Sewage Disposal Water Supply: Public Private Well
Clearance for dwelling. Other g;LaZ
NiOULONLITGWINT "T IVA "NIZA,
-�E.H. LIS"LY
Plot Plan Artactied
I
Floor Man Anaqheck_ SLVI—
Sent to 8.0.
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
Aaz -.�7W--OAVI
�m 1 .0 oe!�7
2-1 A - �562 /"14//; CX 7
Owner a-oc,aiio'n AP#
Plan Approved for: Sewage Disposal --Water Supply: Public Private Well
Clearance for dwelling. Other 4La -A&n4,a?=-2 -
Hold final for:
Final clenr nce O.K. for:
NOTE: L P\
Environmental
N
th Specialist
Z/O 6
Date
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVJILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
SCHEDULE OF FEES DUE
OWNER o rJ A.P. #
PROPOSED BUILDING USE S-�-oQAGf_ t5U( L c& WG DATE- 3-2-00
1. BUILDING PERMIT FEES
Balance Due ................ $
Additional Fees Due ........... $
Additional Fees Due ........... . $
Revised Pian Checking Fee ........ $
2. SCHOOL DISTRICT FEES 91 G6_5
(paid at District Office)
3. SHERIFF FEES (paid at Building Division)
Residential ........ x $360.00 = $
Units
Commercial (sq.ft.)... 57(00 x $0.03 ["53-00
Sq. Ft.
4. URBAN AREA FEES (paid at Building Division)
Residential (per unit) X_ =$
#Units Amt.
Commercial (sq. ft.). _ x - _$_
Sq.Ft. Amt.
5. RECREATION DISTRICT FEES (paid at District Office)
6. THERMALITO DRAINAGE DISTRICT FEES
$510.00 (paid at Building Division)
7. SRA FIRE INSPECTION AND PLAN CHECK
$89.00 (paid at Building Division)
8. WATER TENDER FEES (Battalion #
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division)
10. OTHER
RECEIPT # DATE REC
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit.
These fees may be changed during the plan checking process.
APPLICANT
DATE
Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your
project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may
protest. The requirements for a protest are specified in Government Code Section 66020(a).
Original -Budding Div. 2nd Copy - Applicant 3rd Copy - Owner
(Rev. 2/97)
I
BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
HAZARDOUS MATERIALS AND EMMISSIONS QUESTIO NNAIRE
(A Building Permit cannot be approved -without this completed form.)
BUILDING PERMIT NUMBER& 6 -0,-2 9 �1, A P N
Firm Name /6 (11 '5faL
Address 5o3o A�Awajl Igg
Nature of Business r6_t(Vxw&
Contact Person Phone #
1. Dqps your business or that of your tennants handle, store, or transport hazardous materials?
EI NO OYES
NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or
physical or chemical characteristics, poses a significant present or potential hazard to human
health and safety or to the evironment if released into the the workplace or t.he environment.
"Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste,
paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which
a handler or the administering agency has a reasonable basis for believing to be injurious to the
health and safety of persons or harmful to the environment if released.
2. D u orwill your future tenants handlestore, ortransport 55gallo.ns, 500 pounds, or 200 cubic feet (at
s, t /Oy'di a
',ird temperature 4 pressure), or formulation containing hazardous material?
NO OYES
891-2727
If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-kWR§J) for
a review of the project.
Is the business/facility/operation
s�c�ol site?
N(
NO OYES
IF YES, name of school.
to be located within 1000 feet or the outer boundry of a school or
4. Does the business/facility - /operation have the potential to emit any air pollutants; e.g., dust, soot, odors,
fy�pes, vapors, or other volatile compounds?
EJ NO 0 YES
IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements.
/`&W 5-h� 9
Owner or Authorized Company Representative — -15-OD
(Si§aature) (Date)
BCEHD BCAPCD
The applicant has met or is meeting the applicable requirements of Section 25505,
25533, and 25534 of the Health and Safety Code and the requirements for a permit
from the Butte County Air Pollution Control District.
The Above Regulations Do Not Apply To This Facility.
BCEHD Signature Date
BCAPCD Signature
Date
WHITE- Building Dept .0 YELLOW- Env. Health 0 PINK-APCD 0 GOLDENROD- Fire Dept.
q,
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-WT7
NA71ONAL FLO.00.INSURANCE PROGRAM
Evires July 31, MM.
ELEVATION. CERTIFICATE -
Important, Read the Instructions on pages I - 7.
3 � NOW �
BUILDING STREET ADDRESS (IricludIng Apt., Ua SWts.
e�-- -- — - I I . - arKVOr OW9. No.) OR P.O' . ROUTE AND BOX NO..
f-KVP-tK I T Ut:5CKIFnPN (Lot and Block Numbers,
A e A)n - DZ, 9 - 14-0 - 01 (�
BUIL;�NG USE (e.g., Resklentlal, Nonm�--entlal. Addition, etr- Use Comments If necessary.)
ez ir-�m^2 V
%—I I lwr%P%L. r1WKW.Vr4tALUATUM!. SOURCE: GPS (Ty")
4NAD 1927 �-J NAD 1983 USGS Quad* Map L-1 Odw.
=u I IUN 5 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. �F�IPN'U-NITY NAME & COMMUNITY NUMI U NAME B3. STA—TE
'6
X7
B4. MAP AND PANEL . B5. SUFFIX
NUMBER
B6. FIRM INDEX,
B7. FIRM. - PANELDATE
B8. FLOOD
89. WE FLOOD ELEVA�S)
Cex-xl C
DATE ,
j,).,tgB V-
EFFECTIVEIREVISED
TE(S)
[
qone AO. use d9oh of ftodng)
Rln lnefie�#. #h- rl—
UW UMM F-1000 mOvauun torc) qa1a or. one noodjlepth entered In B9.
FIS Profile L_1 FIRM Community Determhecl LA (Descdbe):
__I Other
B1 1. Indicate the elevation datum used for the BFE In B9: JX NGVD 1929 1-1 NAVD 1988 L-1 Other (Describe):
B12- Is the building located in a Coastal Barrier Resources System (CBRS) area orOtherwise Protected Am (OpAp L__Iyes J�KjNo
Designation Date:
SECTION -C - BUILDING ELEVA71ON INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: �-JCionstrucfion Drawings* J413uIlding Under Construction* L_pnighad Construction.
*A new Elevation Certificate will be *requlred when construction of to building Is complete.
C2. Building Diagram Number (Select the bUldIng 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, ARIAE, AR/Al-A30, ARIAH, AR/AO
Complete ftems C3&4 below according to the building diagram specified In Itern C2. State the datum used. if the datum is dftwt frorn
the datum used for the BFE In Section B, convert to datum to that used for the BFE- Show field measurements and datum conversion
calcuilabon. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum *conversliom
Datum kZeVD ConverslorVCornmarft
Elevation reference mark usedl>��. Does the elevation reference mark used appear on to FIRM? Yes No
NJ a) Top of bottom floor (including baseme.nt or enclosure) fL(m) .1 q FE
0 b) Top of next higher ffoor 7- fL(m)
0 c) Bottom of lowest hortzontal structural. member (V zones only) — fL(m) E.
0 d) Aftachad garage (top of slab) fL(m)..
U e) Lowest elevation of machinery and/or equipment 0
servicing the building '24
/0Z 0. RCE
Lowest adjacent grade (LAG) --/zl -2- Expires imlolll
g) Highest adjacent grade (HAG) fL(m) '01w.
0 h) No. of permanent opening& (flood vents) within 1 fL above adjacent gmde OF C
0 1) Total area of all permanent openings (flood vents) In C3h sq. In. (sq. cm)
=U I IUN 0 - 3UKVEYOK ENGINEER. OR ARCHITECT CERTIRr-ATION
I 1 *0 LAN ulludug" 13 w De 319nea apa sealea by a land Surveyor, engineer; or arctdW authortzad by law to certify elevabon hfornration.
I ceiffy ftt the infiormadon In -Secdons A B, And C on ft cerdficate represerlts my bed efforts to interpret dw date'avadable.
understand1hat SnY WW statement May be punishable by flne Or lmlodswnent under 18 U. S. Code, Secdon lool.
f'CZrn01=n-. LIA.—
I I I- 1-r— � f -[-� _3 (.-' Ir- -24 -
T11LE C L (:2-+
1%r%M
jtf7eiaz 2-6 YM
RE vz _ry 1,eg-
'�'910 SINX �>24--W CITY STATE 23P
SIGNATU!�� P'q*+DJS6F . (–A -
D' /-.q1L1TVE
1 , -71
wffm _
;:PUA Fnryn A1-11 Al Ir. QQ APF RR/PR1qF.F4,nF: ;;n.P ri'WnWI IAnr)N RF:PI ArJ:.q Al I PRP%ArA Vt RVrWlAm *
.0
IMPORTANT. In thOw sPacM copy the
BUILD G STREET ADDRESS (Inioludino APL. unit. Suft, and/or 5Idg:1N6.) UR _P.0ROUTE AND BOX NO.
roe3
CITY, STATE
CODE I,
c L1,4 L Ci-
SEC71ON D - SURVEYOR. -ENGINEER, OR ARCHITECT CERTIFICATION (CONI
Copy both sides of this Elevation Certificate for (1) community officlai, (2) Insurance agenlicaimpanyi and (3).
COMMENTS- Lb!� I, < AC, 4-7,a� L� . Jr - J 17 - I--,
INUED)
bUilding'owner.
_A�
X-11006.1
V IN
.ell
Check here'if Ottachm6nts
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY N& REQUIRED) FOR ZONE AO and ZONE A (WITHOUT Bfq
For Zone AD and Zone A (w� BFE�'compiete Items El 111nou
. gh Ell the 60vadOn Ckftiti is Intended for use as suppc!�ng,
informadon thr a LOMA or LOMJ�-F, Sectbn C must be Cqnpleted.
El. Building Diagram Number /* (Select the building diagram m0itsimilarto the bullclliig'fbr�Aihic� this _r.
see pages 6 and 7. If no dia cef.tificate is being completed
_grann accuratetY.represents the building; ��de` a sketch or photograph
ln.(cm below 1
E2. The top of the bottom door (in-ciud-Ing basement or encios64) of thi building Is ILL0 f,t-w L-21 above or L
(check one) the highest adjacent grade.
E3. For Zone AO only-, If n6 flood depth number is availablejs thdtbg of the bottom floor elevated In.accorclanoe wfth'ft community I a
floodplain managenrient klnan"ce?/�'_J'Yes No '[�:_J'UnknoWn.'. The loiiai officialm,u nf,
stoertifythisi ormation in Section !3.
SECTION F,;�P�RQJ,3'ERTY OWNER (OR OWNER-3-REPRESENTAT11M CERTIFICATION t
The property owner or owner's' authorized representativewho . completes Sections A, B, and E for Zone A (without a FE issued or
communitywissued 8FE) or Zone go must sign* here. '_ � _�` I - . Q UE - I - - .
Check here if aftchiments
SECTION G - COMMUNITY JNFORMA71ON (OPTIONAL),-,
The lcocal official who I's authorized by law or ordinance to adrninister mmunitys floodplain manage 'ant ordinai-n-G-9 can cornpi �te
Sections A. B.' C- (or Q, and G.of this Elevation cartincete. m
the applicable Item(s) and sign below.
G1. 1-1 The . infbnT%ad.on in.Section C was taken (rOrn Other documentation that has b4en'signed and embossed b� ai licensed surveyor,
enginew, or architect 'who is authorized by state or local -Jaw to certify elevation information. (indicate the sou'rce and date of the
el,e�;d8� datiiin", the Corhments area below.)
G2. L-1 riiuni Adil coinpleted Section E for* a buldlng!pcated in . Zone A (without a FEMA -issued or communit . y4ssued BFE) I or
one,
L
W. "I e informatJoni'(1t4ms G4 -G9) is Orovided for ccmmun�y floodplain management purposes.
G4. PERMIT NUMBER 'DATEF'�IT ISSUED G6 DATE CERTIFICATE-OF—COMPLIANCE/OCCUPANCY.,
TC
1 ISSUED
G7. This pemid" has been issued for L-1 Now Construction L-1 Substanda I I Im emer�;
G8. Bevati N" -` , , - . . �Tv
on of as built lowest floor (including basement) of the building Is: - - fL(m) Dattun:
G9.. BFE or (in Zone AD) depth of flooding at the building afte.11M
LOCAL OFFICIAL'S NAME
TITLE
COMMUNITY NAME
TELEPHONJ!�_
SIGNATURE
Dk1%
COMMENTS
7-
I—LCheek here if attachime
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FEB. - 0 1' 00 (TUE) 16: 34 MER CONSULTING TEL:916 89S 1000
TRW RSDI Property Data: Butte, CA 1996-91 Yap: 029-24
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FAX TRANSMISSION SHEET
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DATE T/gje�._
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WE ARE TRANSMITTIMNG THE FOLLOWING:
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Attention Property Owner:
-owner---builder' building permit has been applied for in your name -and beafing your
signature.
Please complete. and. return this information at your eartiest olp,ortunity to avoid
unnecessary delay in processing and issuing your building permit. No'building pdrr!0t.vV*,,,
be issued until this verification is received.,
I personally Plan to provide the .'major labor and -materials for construction of the
rty P.
proppsed.propf. im. rovement: YES[ NO[
2. 1 HAVE[ -l''HAVENO fi 'on a
T I signed an'app, cati J f&i bui for the
proposed work--.,_;..
ing -person (firm)- to"- p
3. 1 have contracted with the fbllo'v�* r� -thei; -pro'pnr
construction:
NAME: Ira T1
CITY: - Ytt ho 6 L -(A-: '-q- q
,ADDRESS:-'*/,) 9()'S�j tter, :5f
PHONE-.[��)-3-�:V_Iff CONTRACTOW S. LICENSE NO.- -"7�+,q, qqqf!
n' *'*de* portions 6f this w -&K -but I have hired the following person to
4. 1 pla' to�pfovl
coordinat�, supervise, and provide the major work:'
NAME:
ADDRESS: CITY:
PHONE: CONTRACTOR'S LICENSE NO.
5. 1 will provide some of the work but I have -contracted (hired) the followipg-perisons to
provide the work indicated:
NAME ADDRESS PHONE TYPE OF WORK; -
SIGNED:
PROPERTY OWNER:
SOCLXL SECURITY NUMBER:
DATE:
NOTE: This owner -Builder Verification is required by Section 19831 and
19832 of the California Health and Safety Code.
This verification must be completed and returned to our office before
we are permitted to issue the permit.
May 1995 2.26
....... ......
Dear Property Owner:
An application for a building permit has been submitted in your name listing yourself as the buUder of
property improvements specified.
For your protection, you should be aware that as "owner-buildee, you are the responsible party of record
on such a permit Building permits are not required to be signed by property . owners unless they are personally
performing their own work. If your work is being performed by s omeone other than yourself, you may protect
yourself from possible liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a
business license from the city or county. They are also required by law to put their license number on all perm its
for which they apply.
If you plan to do your own work, with the exce�ti6� of various trades that you plan to subcontract, YOU
should be aware of the following informati6iifor Yo&b&efit and protection:
0 If you employ or otherwise engage any . persons other than
your immediate family, and the'work (including
materials and other costs) is' $366"'or the e'fitir'e project, and such --peisons -are -not licemkd as
contractors or subcontractors, then you may be an employer.
0 If you are an employer, you must register with the State.and. Federal Governments as an.employer and. you. are
subject to several obligations including state and federal income tax withholding, federal social security taxes,
I orfipensation contributions.
workers compensation insurance, disability -insurance costs, and unemp oyffient c'
0 There may be Emancial riiks'for-you if you do not carry out these obugations,'Iand these risks.are esp�cially
serious with respect to worker's compensation. insurance.
0 For more specific information about your obligati ons under Federal Law, cont ract the Internal Revenue
Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your
obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial
Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to
perform their work personally or through their own employees, without a licensed contractor or subcontractor, only
under limited conditions.
A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuildee,
building permit, erroneously implying that the property owner is providing his or her own labor and material
personally. Building permits are not required to be signed by property owners unless they are performing their own
work personally.
Information about licensed contractors may be obtained by contracting the Contractors State License
Board in your community or at 1020 N Stree4 Sacramento, CA. 95814.
Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm
that you are aware of these matters. The building permit will not be issued until the verification is returned. ..-
Sincerely,
Michael C. Vieira, C.B.O.
Manager, Building Inspection
NOTE: This O%-vmer-Builder Information is required by Section 19830 of the California Health and Safety Code.
Mav 1995 2.27
March 9, 2000
Bill Stone
P.O. Box 189
Richvale, CA. 95974
0
Department of Development Services
Building Division
7 Countx Center Drive
Oroville-CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 029-240-016
3uilding Permit Number: 00-0298'
This office reviewed the above referenced revised building plans. Please respond in writing to
each comment by creating a response letter. Indicate which detail, specification, or calculation
shows the requested information. Your complete and clear responses will expedite the re -check
and approval of this project. Provide additional information and/or make revisions to plans,
specifications and calculations as follows:
I . Hazardous Material form is enclosed and must be completed and returned prior to the
issuance of the building permit.
2. The Flood elevation certificate submitted with this application does not appear to be correct
and will need to be revised.
A Plan review approval by the Butte County Building Division engineer has not been
completed at this time.
4. Sanitation and plot plan approval is required from the Butte County Environmental Health
Department.
5. Complete and return the Owner -Builder Verification form.
6. Balance of Building Permit fees $752.57.
7. Complete and return the Butte County School Impact fee certification form.
8. Sheriff fees = $153.00.
If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the
hours of 1:00 p.m. and 4:00 p.m., Monday through Friday.
Sincerely,
Glenn Gibbons
Plans Examiner
I of I
March 2, 2000
Bill Stone
P.O. Box 189
Richvale, CA. 95974
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 029-240-016
Building Permit Number: 00-0298
This office reviewed the above referenced revised building plans. Please respond in writing to
each comment by creating a response letter. Indicate which detail, specification, or calculation
shows the requested information. Your complete and clear responses will expedite the re -check
and approval of this project. Provide additional information and/or make revisions to plans,
specifications and calculations as follows:
I . Classification of the building is the critical first step in the effective use of the Uniform
Building Code. To an even greater degree, the proper determination of occupancy and type of
construction is the basis for all other code determinations. Provide a complete code analysis
for the entire building and include the mixed occupancy ratio. This analysis must include the
exit access, the exit, and the exit discharge.
2. Expansive soil is indicated on this parcel and the foundation must be designed if this
condition exists at the construction location.
3. Obtain Planning Division approval for use and parking requirements.
4. Contact the Butte County Land Development about Improvements, Drainage, and Legal
Parcel requirements.
5. Plan review will continue upon receipt of the above items. Additional comments may be
generated from your response above where plan documents were incomplete, inconsistent, or
not adequate to depict code compliance.
6. Plan review by the Butte County Building Division engineer has not been completed at this
time and additional items may be required.
7. Sanitation and plot plan approval is required from the Butte County Environmental Health
Department.
8. Complete and return the enclosed Owner -Builder Verification form.
9. Balance of Building Permit fees will be determined when complete building plans have been
received.
10. Complete and return the enclosed Butte County School Impact fee certification form.
11. Sheriff fees = $153.00.
I of 2
0 0
If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the
hours of 1:00 p.m. and 4:00 p.m., Monday through Friday.
Sincerely,
Glenn Gibbons
Plans Examiner
2 of 2
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NON-RESIDENTIAL BUILDINGS
ENERGY CONSERVATION STANDARDS
Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings
1, -**1311 / S*rAL owner of the building to be constructed as a
(please print)
PIC, f zslyaae h U I I et 1 VV4 under at 56D8 At d -Li
_J (bldg.permit no.) (location)
RL([" hereby certify that I
do not intend to heat or cool this building in such a manner as to be subject to
other than the mandatory sections of the State Energy Requirements.
I understand that if I do heat or cool this building in the future, that I
will be subject to the energy requirements in effect at that time.
I understand that if I change the use or occupancy of this building in the
future, that I will be subject to the energy requirements in effect at that time
for that specific occupancy.
I also understand that if I become subject to the energy requirements in the
future, it may.be necessary to redesign and/or alter (1) the building envelope,
(2) the insulation requirements of the heating, ventilating, and air conditioning
systems, (3) the heating, ventilating, and air conditioning equipment, (4) the
service water heating, and (5) the lighting of the building to comply with the
regulations.
I understand that any of the above changes will require me to obtain the
necessary permits, inspections, and approvals from the Butte County Building
Department.
Signature of Building Owner
Mailing Address PL & im
Telephone No.
MEMBER SCREW
(ONE) EACH PUI
RAKE ANGLE
* RAKE TRIM
MEMBER SCREW
AT 12" O.C.
STITCH SCREW
AT 12" O.C.
O.S. CLOSURE
WALL PANEL
TAPE SEAL (CONT.)
ROOF PANEL
PURLIN
) 1/2" X 1" M. BOLTS
X 1 1/4" A325 BOL
__E ENDWALL' ELEVATION
,R QUANTITY)
D RAFTER
DWALL COLUMN
iAPE VARIES)
SECTION THRU RAKE AT COLD -FORM FLUSH ENDIVALL
*NOTE: TRIM PROFILE MAY VARY.
NO, BY CHKD. DATE NOTE: These drawings ore intended to depict general installation of item(s) DRAVANG NO.
BY described above. Some item(s) may have been omitted for clarity
1_0
!_t FM 6/4/99
KG - 6f presentation. Consult your erection manual or additional
S—Sheets for. further guidelines and/or clarifications. S11
MEMBER SCREW -
(ONE) EACH PURLIN
RAKE ANGLE
*RAKE TRIM
MEMBER SCREW
AT 12" O.C.
STITCH SCREW
AT 12" O.C.
O.S. CLOSURE
WALL PANEL
ENDWALL COLUMN -
(SHAPE VARIES)
-TAPE SEAL (CONT.)
ROOF PANEL
/-MEMBER SCREW
8 1/4 1'- 3
1'_11 1/4
0
0
PURLIN
(2) 1/2" X 1
IM, BOLTS
y ---- FLANGE BRACE
MAIN FRAME RAFTER
COLUMN CLIP:
W/ 5/8" X 1 1/4"
A325 BOLTS (SEE
ENDWALL ELEVATION
FOR CUP PIECE MARK
AND QUANTITY
OF BOLTS)
SECTION THRU RAKE AT MAIN FRAME RAFTER
(I - ti 1/4" SET BACK) (BY-PASS ENDWALL)
NOTE: TRIM PROFILE MAY VARY.
NO. BY CHKD- DATE NOTE: These drawings are intended to depict general installation of item(s) DRAINING NO.
>: described above. Some item(s) may hove been omitted for clari
U-1 1.0 KG F ty S13A
W M 6/4/9 of presentation. Consult your erection manual or additional
IS—Sheets for further guidelines and/or clarifications.
GIRT
DOOR FRAME WALL PANE
C-4 WALK DOOR CLIP (WDC)
GIRT WALK DOOR ANGLE (YVDA)
SHOWN IN DETAIL "B , USED
FOR DOOR BRACING ONLY AND
I S
S NOT REQ'D. IF OPTIONAL GIRT
AT 3'-6 IS USED.
�L E� ATTACHMENT TO
BASE
g ANG
\450
CONCRETE, BY OTHERS
FRAMING ILEVATION
1/2" 'A' 0'-6 ANCHOR BPOLTS
FOR 3070 3'_
FOR 6070 6'-0
ANCHOR BOLT PLAN
SILL ANGLE
DOOR JAMB
ALUMINUM
THRESHOLD
TAMP—INS
TAPE SEAL
FIELD VIELD
OR USE k0
SCREWS
DOOR JAMB
HEAD TRIM
(BFL24)
AUP MI
�13FI_22) 'Y'
GIRT
5CREW
(TYP.)
'---: DOOR HEADER
HEAD TRIM (BFL24)
SECT] )N THRU HEADER
GIRT
FIELD CUT AT JAMB
TRIM DETAIL
MEMPER
S R W
(TYP.)
DOOR JAMB
_��jAMB TRIM
WALL PANE�!7�
SECTION A F S-6 GIRT
WALK DOOR
CLIP (V@C)
MEMBER SCREW
FIELD BEND
WALK DOOR
ANGLE (WDA)
DETAIL "A" DETAIL "B"
AT SILL W/SWING--'OUT DOOR AT BRACE (TYP. BOTH JAMBS)
PERSONNEL DOORS (WALK DOOR SECTIONS
NOTE: WALL PANEL PROFILE MAY VARY
NO. BY CHKD- DATE NOTE: These drawings ore intended to depict general installation of item(s) DRA N NO.
>: described above. Some item(s) may have been omitted for clarity C
1.0 KG FM 6/4/99
--- of presentation. Consult your erection manual or additional'
S—Sheets for further guidelines and/or clarifications. S20
CIR('lJl AP VFKIT
ROOI
PANI
20-411
OUTER BAND
SPRING *
LOADED OPEN
DAMPER
(OPTIONAL)
PUR
LIN
20" DIA. THROAT
----------
SECTION
RAIN GUARD
EYE
BOLT
BIRDSCREEN
BRACE
CABLE
INNER BAND
VENT BASE
* INCLUDED WITH DAMPER OPTION
2 0 )1 DIAMETER ROUND GRAVITY VENTS
NO. BY CHKD. DATE NOTE: These drawings are intended to depict general installation of item DRAVANG NO.
(s)
described above. Some item(s) may have been omitted for clarity
1.0 KG FM 6/4/99 of presentation.
Consult your erection manual or additional
S—Sheets for further guidelines and/or clarifications. S56-
- . I
PARTITON
TRIM
OOF PANEL
(BFLQ.
0 01
0
STI TC
AT 12"
SCRE W
O.C.
T MEMBER
SCREW
MAIN FRAME PURLIN
O.S. CLOSURE
\-RAKE
RAFTER -
ANGLE
PARTITION
PANEL-/
FLANGE BRACE
(IF REQ'D)
ALL CONNECTION BOLTS ARE -
1/2" X 0'-l" MACH. BOLTS
UNLESS NOTED.
SECLION THRU ROOF
V-3
SIDEWALL PANEL
0 0
0 0
GIRT
PARTITION TRIM \_M.F. 'COLUMN
(BFL�
STITC� W
,, SCREW
AT 20 O.C. FLANGE BRACE
PARTITION GIRT (AS REQ'D)
PARTITION PANEL
SECTION THRU SIDEWALL
(BY-PASS MAIN FRAME)
-STANDARD SECTIONSIOR TRANSVERSE PARTITION
(1'-3 SETBACK)
NO. BY CHKD. DATE NOTE: These drawings are intended to depict general installation of item(s) DRAIM'NG NO.
described above. Some it6m(s) may hove been omitted for clarity
1.0 KG FM 6/4/99 of presentation. Consult your erection manual or additional
S—Sheets for further guidelines and/or clarifications. S63
I
CORNER- TRIM
(M-BFL830)
PARTITION PANEL -
PARTITION GIRT
kNEL
IN
SECTION THRU SIDEWALL
I - R A 4<T_
7FLUSH MAIN r
NOTE: SEE ERECTION DRAWING
FOR EXACT SHEETING
ALL CONNECTION BOLTS ARE LAYOUTS. C.L. OF FIRST
1/2" X 0'-l" MACH. BOLTS MAJOR RIB VARIES
PE
UNLESS NOTED. j R PLAN.
CORNER -TRIM
(M-BFL830)
PARTi flON PANEL
PARTITION GIRT
PANEL
)LUMN *
SECTION THRU SIDEWALL
FB�PAS`Sk�11��_�U�r
STANDARD SECTIONS FOR TRANSVERSE PARTITION
(I - 3 @ CORNER)
NO. BY CHKD. DATE ' NOTE: These drawings ore intended to depict general installation of item(s)
>: described above. Some item(s) may have been omitted for clarity DRAWING NO.
Lj 1.0 KG FM' 6/4/99
of presentation., Consult your erection manual or additional
S—Sheets for further guidelines and/or clarifications. S63B
PLAN REVISION
Please complete the following information in order to process your submittal. If this form4s not complete, correc
and legible. it may cause a delay in processing.
--------------
Owner's Name: Received By: Date:
A.P. #: Permit #:
Time:
Contact Phone Number:
Purpose otsubmittal:
0 Permit Applicaiioa Data Item
0 Engineering
0 Plan Revision
0 Requested by Building Inspector or Correction Notice - Inspector's Name:
XRequested By Plan's Examiner -Examiner's Name:
0 Other: I
If you are revising a plan wWch has already been issued, submit two(2) drawings reflecting the revisions for plan
review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and
stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised dra clearly sho
rO,-inevae r%r^�^e.A -A -2
When Approved, Process as Follows:
C3 Mail to Owner at this address:
0 Mail to Contractorat this address:
C3 Call
0 Deliver with next inspection
and hold for pickup at the
13 Chico Office C1 Oroville Office
Revised Plan Check Fee: 0 S46.00 Receipt ft: kAdditional Fees Not Required
. Additional. fees may be due based upon complexity and time involved to process this submittal.
Additional Fees: Receipt #:
0
0
NON-RESIDENTIAL
PLAN REVIEW GUIDE
Owner: 9ILL ST -0,j5_- Building Permit Number: 00-02-718
Plans Examiner: A. P. Number: Z 410 - 0 L6
GENF,RAL:
tl"' Plans designed and wet stamped by a California licensed architect or registered engineer.
Complete Code Analysis provided.
3 Proper description of work on the application.
10" Zoning requirements
6) Land Development approval.
6r' Fire Marshal approval.
Environmental Health Department approval 7 (a) . Kitchen (b) Pool (c) H occupancy.
Hazardous Materials and Emissions Questionnaire.
Building permit valuation.
16' Existing violations on the property.
I,'r Recorded notice of violation.
PLOT PLAN:
X Complete parcel size and dimensions.
-2!' Setbacks, side yard, easements, etc.
14-1, Other buildings or structures.
4' Grading, fills and/or drainage.
Flood hazard and constructionrequirements.
State Responsibility Area review. of plot plan..
4'." Special conditions on Parcel Map (Noise, Fire Sprinklers, Water Tender, Traffic and Drainage fees).
4.� FAU & FAS road setback.
,9"' Building or utilities across lot lines (record form).
OCCUPANCY REQUIREWNTS:
,I- Compliance with specific occupancy requirement.
2�' Mixed Occupancies Ratio (Uniform Building Code section 504.3).
-3' Occupancy Separations (Uniform Building Code section 302).
A- Area Separations (Uniform Building Code section 504.6).
-5'.' Fire walls due to location on property (Uniform Building Code section 503 and Table 5-A).
Maximum height requirements (Uniform Building Code section506 and Table 5-B).
7-.- Fire Sprinkler System (Uniform Building -Code section 904).
8�._ Fire alarm system (UBC section 305.9 = E, 307.9 = H-6, 308.9 = I and 3 10. 10 = R-1).
8�� Smoke Control (Uniform Building Code section 905).
ljOr'."Attic- Access, Draft Stop and Ventilation (Uniform Building Code section 1505).
I'l. Mini m*um Plumbing Facilities (Uniform Plumbing Code Table 4-1).
Z. Accessibility for the Physically Disabled (Title 24).
��Commercial Kitchen Grease Hoods (Uniform Mechanical Code section's 507 & 508).
(99 National Electrical Code requirements (Medical - Article 517, Assembly -518, Garages - 511, etc.).
0,-Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5).
6. Prol�iiblted locations of gas heating equipment (Uniform Mechanical Code 304.5).
Page I of 2
TYPE OF CONSTRUCTION REQUIREMENTS:
Roof pitch for roof covering (Uniform Building Code Table 15 -B -I& 2, 15-D-1 & 2).
Roof drainage (Uniform Building Code sectionl506).
,3-' Parapets (Uniform Building Code section 709.4).
,.4' Floors and walls in water closet compartments and showers (Uniforin Building Code section 807).
/ Guardrails (Uniform Building Code section 509).
A"' Attic access and ventilation (Uniform Building Code section 1505).
2," Skylights (Uniform Building Code section 2409 & 2603.7).
X Stages and platforms (Uniform Building Code section 405).
,9' Interior Finishes -Flame Spread Classification and Maximum Flame Spread (UBC chapter 8).
Fown plastic insulation (Uniform Building Code section 2602).
Glazing in Hazardous locations (Uniform Building Code section 2406).
MEANS OF EGRESS:
4�_ General egress requirements:
,r-]. The Exit Access (Uniform Building Code section 1004).
The Exit (Uniform Building Code section 1005).
The Exit Discharge (Uniform Building Code 1006).
2- Number of exits (Uniform Building Code Table 10-A).
4.' Egress width requirements (Uniform Building Code Table 10-B).
Stairway details — landings, rise and run, head clearance, handrails (UBC section 1003.3.3).
Hallways and Corridors (Uniform Building Code section 1004.3.3 & section 1004.3.4).
Maximum travel distance to exits (Uniform Building Code section 1004.2.5.2.1 & 1004.2.5.2.2).
-7" Egress requirements based upon occupancy category (Uniform Building Code section 1007).
JK Exit signs and illumination (Uniform Building Code 1003.2.8 & 1003.2.9).
,9,., Floor level exit signs in Group R-1 occupancy (Uniform Building Code 1007.6.2).
Aisles a nd seat spacing (Uniform Budding Code section 1440.3.2).
Doors (Uniform Building Code section 1003.3. 1).
MISCELLANEOUS REQUIREMENTS:
Brick or stone veneer (Uniform Building. Code section 1403).
Energy design compliance and supporting documentation.
3. Special Inspection requirements (Uniform Building Code section 1701):
3. 1. High Strength Bolting.
3.2. Field Welding.
3.3. Masonry (full stress).
3.4. Concrete (f c > 2500 psi).
,e Special Certificates — Mill Certificates.
5. Expansive soil — special foundation design required.
IBUH,DING PERMIT REQUIREMENTS:
1. SRA.
6 Flood elevation certificate.
3. Fire Sprinklers required.
4. Special Inspection requirements.
5. Use Permit conditions.
6. Identify Occupancy and Construction Type on the, Application and Permit.
Page,2 of 2
0
Department of Development Services
Building Division
7 County Center Drive
Oroviffe, CA 95965
(530) 538-7541 (530) 538-2140 FAX
SINGLE OCCUPANCY CODE ANALYSIS
Building Use: CrfA 114 Slo(Z, AGr- Ekc t,- 11- 4
Type of Occupancy - (A –3 Type of Construction -
ft -3 -A
Basic Allowable Floor Area – UBC Ta��- 0 00 Proposed Floor Area: 5710 0
Maximum Height of Building:
Number of stories: Allowed - P_ Proposed -
Height in Feet: Allowed - 5-_q 1 Proposed - Z8'
Fire Sprinklers: Yes
No X_
Allowable area increases (if applicable) Uniform Building Code section 505:
Separation on two sides:
Minimum yard width > 20' x 1.25% = Allowable increase (50% Max.) x 1.25%
Separation on three sides:
Minimum yard width > 20'x 2.50% = Allowable increase (100% Max.) x 2.5%
Separation on all sides:
Minimum yard width > 20' x 5% = Allowable increase (100% Max.) x 5%
Automatic Sprinkler System:
Allowable area x 3 for one-story buildings.
Allowable area x 2 for buildings of more than one-story.
Actual Area -- Load factor' = Occupants Exits Required 2 Exits Provided
5100 ' 300 1-7 1 1
Existing Occupant Load (if applicable):
Additional Occupant Load: 12
Total Occupant Load: 17
Uniform Building Code 1003.2-2-2. 1: In determining the occup—ant load, allportions of a
building shall be presumed to be occupied at the same time.
Pagel of2
Uniform Building Code — Table 10-B - Egress width per person served 3
Occupant load x 0.2 = Horizontal exit width required in inches: 3 -
Occupant load x 0.3 = Stairway exit width required in inches:
Total exit width provided:
Maximum travel distance to exits: Non-sprinkled=200': 2S Sprinkled=250':
Indicate on the building plans The Exit AcceSS4 , The Exit 5, and The Exit Discharge 6
I- LJBC Table 10 — A-
2- LJBC 1004.2.4 — Where two or more exits are required from any level or portion of the building, at I east two of the exits shall be placed a
distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the area served measured in a
straight tine between the center of such exits. Additional exits shall be arranged a reasonable distance apart so that if one becomes blocked,
the others will be available.
3- Refer to UBC Table 10-B for H-1, H-2. H-3, H-7, 1-1, and 1-2 occupancy requirements for egress width.
4- LJBC 1004. 1: The exit access is that portion of a means of egress system between any occupied point in a building or structure and a door of
the exit
5- UBC 1005. 1: The exit is that portion of the means of egress system between the exit access and the exit discharge or the public way.
6- LJBC 1006.1: The exit discharge is that portion of the means of egress system between the exit and the public way.
Page 2 of 2
0 1 0
PRC -ECT PROCESSING RF.CORD
0 c-.,- ,-- � , &
A 1010T Td" A NV* I (
6*NER: -.
PERNM #:
A. P. #:
WORK DESCRIM
DATE RESCRnMON OF -� 1 -5 - (110 Co 4-
:;/7 -73.- 4 le-�
,pop CA�LC5 8- NAME Off
�E-Cjb tL T- ^AEFf A-(::)
W ILL A L- 1�4Y M C -A-C( S,
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
. (One form per Building)
School District Building Department No.
A.*P. Number -Off- Jurisdiction: city ;;�C—ou—nty
Property Owner smc–f—
Property Location/Address
14
Subdivision Lot No.
Residential Development
Cornmerc6l/Inclustrial
I I--," —
No of Living Mobile Home
Units Installation
New Addition
i
Building De�—artment Representative
........................................................................... : ... ...................................
Sq. Footage 5
*Supplemental to (Group R)
Addition/
Conversion Permit #
*(No foundation inspection)::
...................................................................................................................
triocir rians reviewed oy z>cnooi uistrict
'Sq. Footage
Date
(Including Exterior
Roofed Areas)
District Identification No. D LO
A -v -n -e,
School District certifies that
(Applicant)
5D 3D rn ?.,j U-) 44 9�;,
(Street Address) (Phone. Number)
(City)
has complied with the requirements of Resolution No.
"� 100
representing -m * square feet.
School Dist V It hepres ent
Paid by Check #
Remarks:
(State) (Zip Code)
by payment of $
N $
Date'
Notice: You may protest the imposition of the fees identified above by submitling a written protest to the District, in compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
-you from challenging 4 6e imposition of the fee a i'h any court action.
If. sub.sequent to the School District Representat ive signing this gutte County Schools Impact Fee Certification Form, the School District is
notified by the applicable Local Planning Agency,that this project is being reviewed under the California Environmental Quality Act (CEQA).
this project may be subject to additional school fees to.fully mitigate its impact on the school district's schools.
White (applicant), Yellow.(building department), Pink (school district) fee.form.xls 110/98)dmm
B E A U T Y
ur-rAK i mr-m i ur ucvcL%jrmcn i ocnvis�ra,
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397
TELEPHONE: (530) 538-7541
FAX: (530) 538-2140
Re: Building Permit # 00-0298
Expiration Date: 3-24-01
A.P.# 029-240-016
With reference to the above subject, our records indicate that your building permit expires on the above date
and your permit falls into one of the category marked below:
JX] Permit work started, but not completed.- Permit may be renewed for 1/2 the original building permit
fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional
year from the original expiration date. Should you not renew your permit within 30 days of the
expiration date, all work must cease until a new building permit has been issued. For your convenience,
weare enclosing a renewaJ'�pplication form and owner -builder form to be completed and signed by
you wfle.'Ckldl-��ted and re"turned to this office together with the fee shown. Please return all Mies
of the application form.
No inspections have been made on permit work. Inspections are required to verify code compliance.
We are unable to renew a permit where the work has not been started and inspected prior to permit
expiration. After expiration of your permit, no work may be started until a new permit has been issued.
A final inspection has not been made on permit work. Final inspection approval is required before
occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until
a final inspection can be made and final approval given. You have 30 days to voluntarily cease
occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you.
If our records are in error or should you have any questions concerning this matter, please contact the
OROVILLE office.
Thank you for your prompt attention concerning this matter.
Yg.Vrs very truly,
C. Vi6ira, C.B.O.
-, Building Inspection
MCV:1t
Attachments
CC: SIERRA CASCADE
Chico Office - 411 Main Street, Chico / 891-2751
r
E
DESIGN CALCULATION
FOR
JOB # 182408
RE: BILL STONE
LOC: RICHVALE, CA.
BUILDING DESCRIPTION:
TYPE
SPAN
EAVE HEIGHT
BUILDING LENGTH
ROOFSLOPE
BAY SPACING
DESIGN LOADS:
DEAD LOAD:
LIVE LOAD
WIND LOAD:
OTHERLOADS
SEISMIC:
"A"
CS
60'-0"
25'-0"
85'-0"
1.0/12
VARIES
WEIGHT OF METAL BUILDING ONLY
12.0 PSF FRAMES
20.0 PSF PURLINS
UBC 1997, 75.0 MPH, EXP. C, 1=1.00
0.00 PSF COLL.;
ZONE 3; 1=1.00
S. HO,6
0,1f, fy
No 25f?02
10 N(b 40
X"q
JOB TITLE -
is CRIPTION
3r
*d4-
4k K
/41
Iv,31
Rgy
A3
a
JOB NO.
QUOTE NO.
DESIGNED BY CHK'D
la , , 7
DATE 4�" - SHEET NO
P./. j L ?�'A
&18�131
L� T_
'�5 a/-7 _ /-V"
6V,1.75
ip �10�
at �?, 01a;
I-
4;
?K
4k K
14,
'K
e,opt I i!� -1k
45 -svw
-jZ
Pj, 04
14)
lo:
I FRAME
)PF- -1: 12
.: -p-T j-0
, axa,
* FLANGE BRACES
ROOF: h 77141o�
JOB NUMBER:
314
b4A-
SHEET NO. f S- REV.
O.F.
WEB
I.F.
-WLc2 L -
SYM.
- 3f
/I OA.A
-P A- BOLT W/,.z,-P-)
(LOW EAVE TO HIGH EAVE)
)0 x A325
V
1. 1
7IFF
WALL
(BASE TO EAVE)
4-7
'o e( -Y�)O x A325
W/ P -'s
; k.
Job Alumber: 182408AIEGD - 2-4 At Lines: 2-4 . PAGE 3/5 Page: I of I
Hor +
Ver +
FrameReaction Schematic (aff reactions are in kips, I kip 1,000pounds) Moment +
Description
Grid
Ver
Hor
Moment
Description
Grid
Iler
Hor
Moment
DEAD + LIVE LOAD
A
10.387
4.057
0.000
DEAD + LIVE LOAD
D
10.387
-4.057
0.000
DL + WLL
A
-8.474
-9.683
0.000
DL + WLL
D
-3.383
-3.030
0.000
DL + 1/2LL + WLL
A
-4.424
-8.034
0.000
DL + 1/2LL + WLL
D
0.667
-4.680
0.000
DL W
1/2WLL + LL
A
5.007
-1.164
0.000
L +
+ 1/27WLL + LL
D
1 7.552
-5.193
0.000
DL+EQ
A
1.886
0.225
0.000
DL+EQ
D
2.687
-1.225
0.000
OU07.1999 c:\dsnlib\l
82408a.dso 10-21-29 AM
R
Job Number: 182408SIEGD - S At Lines: 5 PAGE 4/5 Page. I of I
Hor +
Ver +
FrameReaction Schematic (all reactions are in kips, I kip 1,000pounds) Moment +
Description
Grid
Ver
I-lor
Moment
Description
Grid
Iler
Hor
Moment
DEAD + UVE LOAD
A
6.324
2.434
0.000
DEAD + UVE LOAD
D
6.324
-2.434
0.000
DL + VvLL
A
-7.414
-6.709
0.000
DL + WLL
D
4.585
-0.354
0.000
DL + 1/2LL + WLL
A
-5.164
-5.760
0.000
DL + 1/2LL + WLL
D
-2.335
-1.304
0.000
DIJL + 111/2 WWLL + LL
A
1.705
-1.188
0.000
DL + 1/2W.. LL + LL
D
3.120
-2.343
0.000
DL + EQ
A
1.624
0.268
0.000
DL+EQ
D
2.025
-0.768
0.000
Oct 07.1999 c:\dsnhb\182408b.dso
10:21:�7 AM
'5- or
ilding Load Sheet Job Number If 2 �4�
It is the responsibility of the Contractor to confirm that these loads comply with the
requirements of the local building department.
Design Code (Code and Edition)
Roof Dead Load 0, (psf) Collateral Dead Load (psf) Auxiliary Live Load (Psf)
Roof Live Load Primary Framing I -Z, (psf) Secondary Framing 1�0 (p sf)
Snow Load (psf) Roof- Ground - Ce
Wind Load (mph) -(A Exposure
1
Seismic Load
Zone Av Aa
Seismic Hazard Exposure Group
Seismic Performance Category
Site Coefficient C41 i
Dual system with ordinary
Basic Structural System
moment frames of steel &
conc tricall braced frames.
Response Modification Factor (R)-= - A--�'
Deflection Amplification Factor (Cd)x 4 ral Force
Analysis -Procedure Equivalent Late,
Importance Factors Wind Load Snow Load Seismic Load J-;
0 er e Loads� (psi) Dead Load (psf) Live Load
M� '
7. Crane Loads
0 Y &
Capacity & Type Wheel Load
idge Weight
Wheel Base
Hoist Weight la`ls-�
Special Loads
0 .
X
JOB No.
JOB TITLE QUOTE NO
CRIPTION DESIGNED BY- CHK'D BY
DATE - SHEET NO.
IS--r7d PZr
-g7 -s- �-IIIS72�)
/.,::p 67 3! f 7
S,
sx
01400
Design Thk.: 16 ga= 0.059, 15 ga= 0.065, 14 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10
MIDWEST METALLIC PAGE 1
PURLIN DESIGN *** 8
E
*** GEOMETRIC DATA ***
JOB NUMBER : 182408
( FULL OPTIMIZATION
BAY SPACING (FEET) :3@20.,25.
INSET LEFT (FEET) .667 INSET RIGHT (FEET) .333
PURLIN EXTN LEFT (FT.): .00000 PURLIN EXTN RIGHT (FT..) .00000
ROOF SLOPE :1.000/12 HORIZONTAL SPACING (FT.): 5A0000
PURLIN DEPTH (INCH) : 8.00
TOP FLANGE BRACED AT 1.00 FEET
*** DESIGN CRITERIA ***
DEAD LOAD (PSF) 2.00 LIVE LOAD (PSF): 20.00
WIND VELOCITY PRESSURE (q): 17.386 PSF SPECIAL. WIND COEFF.: -1.10
MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.035
MAX. SHEAR OR BENDING UNITY CHECK :1.035
MAX. DEFLECTION LIMIT PER SPAN : L/180.
LOADING COMBINATION
1 .
DL+LL
2.
DL+WL
3.
DL+0.5LL+WL
4.
DL+LL+0.5WL
*** CRITICAL ROW SUMMARY *** id
SPAN
ANALYSIS
LAP
SIZE OF
LAP
WIND
DL + WL
DL + LL
#
----
LENGTH
LEFT
SECTION
RIGHT
COEF
(KLF)
(KLF)
1
--------
.6667
------
.0000
-------
8Z16
-------
.0000
-------
-1.1000
-------
-.0860
-------
.1096
2
19.3333
.0000
8Z16
1.2291
-1.1000
-.0860
.1096
3
20.0000
1.2291
8Z16
1.2291
-1.1000
-.0860
.1096
4
20.0000
1.2291
8Z16
2.4791
-1.1000
-.0860
.1096
5
24.6666
1.2291
8Z13
.0000
-1.1000
-.0860
.1096
6
.3334
.0000
8Z13
.0000
-1.1000
-.0860
.1096
E
0
0
601
FLANGE BRACE
INFORMATION
NOLENGTH
OUTSIDE
INSIDE
NO (FT.)
BRACES
BRACES
.667
1@.6667,
1@.6667
2
19.333
20@1.0000
1@19.3333
3
20.000
20@1.0000
1@20.0000
4
20.000
20@1.0000
1@20.0000
5
24.667
25@1.0000
1@24.6666
6
.333
1@.3334
1@.3334
0
0
601
*** PURLIN DESIGN ***
JOB NAME: 182408
LOADING COMBINATION -- DL+LL
PAGE 2
--------------------------------------------------------------------------
k
so 0 !MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
DEFL
U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
.00!
4.97
2.28
.00
.00
.00!
!LL!
.00!
.00!
.00
.00
.00
.00
.00!
1!FM!
.00!
.00!
.00
.00
.00
.00
.00!
0
!RL!
.00!
.00!
.00
.00
.00
.00
.00!
!RS!
-------------------------------------------------------------------------------
-.02!
-.07!
4.97
2.28
.03
-00
.00!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
-.02!
.82!
4.97
2.28
.36
.00
.13!
!LL!
.00!
.00!
.00
.00
.00
.00
.00!
2!FM!
3.07!
.00!
4.97
2.28
.00
.62
.62!
334
!RL!
-3.07!
-1.16!
4.97
2.28
.51
.62
.64!
!RS!
-------------------------------------------------------------------------------
-4.58!
-1.30!
9.94
4.57
.28
.46
.29!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES ' !
UNITY
CHECKS
I !
DEFL
! U
-------------------------------------------------------------------------------
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va) !
SHEAR
BEND
COMB!
-L/-
!LS!
-4.58!
1.18!
9.94
4.57
.26
.46
.28!
!LL!
-3.21!
1.05!
4.97
2.28
.46
.65
.63!
3!FM!
1.81!
.00!
4.97
2.28
.00
.37
.37!
735
*
-1.67!
-.87!
4.97
2.28
.38
.34
.26!
-
-2.82!
------
-1.01!
9.94
4.57
.22
28
13!
SP!LO!MOMENT!
------
SHEAR!
----
ALLOWABLE
----
FORCES
---
UNITY
---
CHECKS
----
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
-2.82!
.94!
9.94
4.57
.20
.28
.12!
!LL!
-1.76!
.80!
4.97
2.28
.35
.35
.25!
4!FM!
1.17!
.00!
4.97
2.28
.00
.23
.23!
4778
!RL!
-3.27!
-.99!
4.50
2.28
.43
.73
.71!
!RS!
-------------------------------------------------------------------------------
-6.04!
-1.26!
12.72
9.16
.14
.48
.24!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
-6.04!
1.60!
12.72
9.16
.17
.48
.26!
!LL!
-4.16!
1.46!
7.75
6.88
.21
.54
.33!
5!FM!
5.59!
.00!
7.75
6.88
.00
.72
.72!
187
!RL!
.00!
.00!
.00
.00
.00
.00
.00!
!RS!
--------------------------------------------------------------------------
-.01!
-1.11!
7.75
6.88
.16
.00
.03!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U
----------------------------------------------------------------------------
K -FT!
KIP ! .
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND COMB!
-L/-
!LS!
-.01!
.04!
7.75
6.88
.01
.00
.00!
7 --
!LL!
.00!
.00!
.00
.00
.00
.00
.00!
61FM!
.00!
.00!
.00
.00
0
.00
.00
.00!
*L!
.00!
.00!
.00
.00
.00
.00
.00!
S!
.00!
.00!
.00
.00
.00
.00
.00!
PURLIN DESIGN
JOB NAME: 182408 PAGE 3
LOADING COMBINATION -- DL+WL 11
- --------
- ------ -----
---------
- ------ -----
------- -----
- ------
---
S*PO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS----
DEFL
U
K -FT!
KIP
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
.00!
6.63
3.05
.00
. 00
.00!
!LL!
.00!
.00!
.00
.00
.00
.00
.00!
1!FM!
.00!
.00!
.00
.00
.00
.00
.00!
0
!RL!
.00!
.00!
.00
.00
.00
.00
.00!
!RS!
.02!
.06!
6.63
3.05
.02
.-oo
.00!
------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
------------
!
DEFL
! #!
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.02!
-.65!
6.63-
3.05
.21
.00
.05!
!LL!
.00!
.00!
.00
.00
.00
.00
.00!
2!FM!
-2.41!
.00!
4.64
3.05
.00
.52
.00!
426
!RL!
2.41!
.91!
6.63
3.05
.30
.36
.22!
!RS!
-------------------------------------------------------------------------------
3.59!
1.02!
13.25
6.09
.22
.27
.12!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! #!
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
3.59!
-.93!
13.25
6.09
.20
.27
.11!
!LL!
2.52!
-.82!
6.63
3.05
.27
.38
.22!
3!FM!
-1.42!
.00!
4.64
3.05
.00
.31
.00!
937
L!
1.31!
.69!
6.63
3.05
.22
.20
.09!
S!
2.22!
.79!
13.25
6.09
.17
.17
.06!
---------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! #!
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
2.22!
-.73!
13.25
6.09
.16
.17
.05!
!LL!
1.38!
-.63!
6.63
3.05
.21
.21
.09!
4!FM!
-.91!
.00!
4.64
3.05
.00 ..20
.00!
6090
!RL!
2.56!
.77!
6.63
3.05
.25
.39
.21!
!RS!
4.74!
.99!
16.96
12.22
.11
.28
.09!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! #!
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
4.74!
-1.25!
16.96
12.22
.14
.28
.10!
!LL!
3.27!
-1.15!
10.33
9.17
.13
.32
.12!
5!FM!
-4.38!
.00!
7.23
9.17
.00
.61
.00!
239
!RL!
.00!
.00!
.00
.00
.00
.00
.00!
!RS!
.00!
.87!
10.33
9.17
.09
.00
.01!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! #!
K -FT!.
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
-.03!
10.33
9.17
.00
.00
.00!
!LL!
.00!
.00!
.00
.00
.00
.00
.00!
.00!
.00!
.00
.00
.00
.00
.00!
0
Jk'Fm!
L!
.00!
.00!
.00
.00
.00
.00
.00!
S!
.00!
.00!
.00
.00
.00
.00
.00!
PURLIN DESIGN
JOB NAME: 182408
PAGE 4
12
LOADING COMBINATION --
DL+0.5LL+WL
-w --------------------------------------------------------------------------
S O!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
U K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS! .00!
.00!
6.63
3.05
.00
.00
.00!
!LL! .00!
.00!
.00
.00
.00
.00
.00!
1!FM! .00!
.00!
.00
.00
.00
.00
.00!
0
!RL! .00!
.00!
.00
.00
.00
.00
.00!
!RS! .01!
------------------------------------------------------------------
.02!
6.63
3.05
.01
..00
.00!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
------------
!
DEFL
! U K -FT!
-------------------------------------------------------------------------------
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
!LS! .01!
-.27!
6.63
3.05
.09
.00
.01!
!LL! .00!
.00!
.00
.00
.00
.00
.00!
2!FM! -1.01!
.00!
4.64
3.05
.00
.22
.00!
1013
!RL! 1.01!
.38!
6'.63
3.05
.13
.15
.04!
!RS! 1.51!
-------------------------------------------------------------------------------
..43!
13.25
6.09
.09
.11
.02!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U K -FT!
-------------------------------------------------------------------------------
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
!LS! 1.51!
-.39!
13.25
6.09
.09
.11
.02!
!LL! 1.06!
-.35!
6.63
3.05
.11
.16
.04!
3!FM! -.60!
.00!
4.64
3.05
.00
.13
.00!
2226
L! .54!
.29!
6.63
3.05
.09
.08
.02!
S! .93!
----------------------------------------------------------------------------
.33!
13.25
6.09
.07
.07
.01!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
--------------
!LS! .93!
7 ----------------------------------------------------------------
-.31!
13.25
6.09
.07
.07
.01!
!LL! .58!
-.26!
6.63
3.05
.09
.09
.02!
4!FM! -.38!
.00!
4.64
3.05
.00
.08
.00!
9999
!RL! 1.07!
.32!
6.63
3.05
.11
.16
.04!
!RS! 2.00!
----------------
.42!
16.96
12.22
.05,
.12
.02!
SP!LO!MOMENT!
----------------------------------------------------------------
SHEAR!
ALLOWABLE
FORCES
I UNITY
CHECKS
DEFL
U K -FT!
KIP
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS! 2.00!
-.53!
16.96
12.22
.06
.12
.02!
!LL! 1.38!
-.48!
10.33
9.17
.05
.13
.02!
5!FM! -1.84!
.00!
7.23
9.17
.00
.25
.00!
569
!RL! .00!
.00!
.00
.00
.00
.00
.00!
!RS! .00!
-------------------------------------------------------------------------------
.37!
10.33
9.17
.04
.00
.00!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U K -FT!
-------------------------------------------------------------------------------
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
!LS! .00!
-.01!
10.33
9.17
.00
.00
.00!
!LL! .00!
.00!
.00
.00
.00
.00
.00!
.00!
.00!
.00
.00
.00
.00
.00!
0
*FM!
L! .00!
.00!
.00
.00
.00
.00
.00!
S! .00!
.00!
.00
.00
.00
.00
.00!
PURLIN DESIGN
JOB NAME: 182408
PAGE 5
LOADING COMBINATION
DL+LL+0.5WL
-S*O-!-M-O-ME-N--T-!-S-H--E-A-R-!
------
------
-------
---
--FL- ---
AL-L-0-WA-B-L-E---F0-R-C-E--S
! U-N--IT-Y--C-H-E-C-K--S----
!
DE
! #! K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
! SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS! .00!
.00!
6.63
3.05
.00
.00
.00!
!LL! .00!
.00!
.00
.00
.00
.00
.00!
1!FM! .00!
.00!
.00
.00
.00
.00
.00!
0
!RL! .00!
.00!
.00
.00
.00
.00
.00!
!RS! -.01!
-.04!
6.63
3.05
.01
..00
.00!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! #! K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS! -.01!
.46!
6.63
3.05
.15
.00
.02!
!LL! .00!
.00!
.00
.00
.00
.00
.00!
2!FM! 1.73!
.00!
6.63
3.05
.00
.26
.26!
595
!RL! -1.73!
-.65!
6.63
3.05
.21
.26
.11!
!RS! -2.57!
-.73!
13.25
6.09
.16
.19
.06!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! #! K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS! -2.57!
.67!
13.25
6.09
.15
.19
.06!
!LL! -1.80!
.59!
6.62
3.05
.19
.27
.11!
3!FM! 1.02!
.00!
6.63
3.05
.00
.15
.15!
1308
L! -.95!
-.49!
6.63
3.05
.16
.14
.05!
S! -1.59!
-.57!
13.25
6.09
.12
.12
.03!
_0
----------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! #! K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND .
COD4B!
-L/-
-------------------------------------------------------------------------------
!LS! -1.59!
.53!
13.25
6.09
.12
.12
.03!
!LL! -.99!
.45!
6.63
3.05
.15
.15
.04!
4!FM! .66!
.00!
6.63
3.05
.00
.10
.10!
8502
!RL! -1.84!
-.55!
6.00
3.05
.18
.31
.13!
!RS! -3.40!
-.71!
16.96
12.22
.08
.20
.05!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!'DEFL
! #! K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS! -3.40!
.90!
16.96
12.22
.10
.20
.05!
!LL! -2.34!
.82!
10.33
9.17
.09
.23
.06!
5!FM! 3.14!
.00!
10.33
9.17
.00
.30
.3b!
334
!RL! .00!
.00!
.00
.00
.00
.00
.00!
!RS! .00!
-.62!
10.33
9.17
.07
.00
.00!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! #! K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS! .00!
.02!
10.33
9.17
.00
.00
.00!
!LL! .00!
.00!
.00
.00
.00
.00
.00!
.00!
.00!
.00
.00
.00
.00
.00!
0
101FM!
L! .00!
.00!
.00
.00
.00
.00
.00!
S! .00!
.00!
.00
.00
.00
.00
.00!
Design Thk.: 16 ga= 0.059, 15 ga= 0.065, 14 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10
MIDWEST METALLIC PAGE 1
EAVE STRUT DESIGN
JOB NUMBER : 182408
( FULL OPTIMIZATION
*** GEOMETRIC DATA ***
BAY
SPACING
(FEET)
:3@20.,25.
BAY
SPACING
(FEET)
INSET
LEFT
(FEET)
.6670 INSET RIGHT (FEET .3330
EAVE
EXTN LEFT
(FT.)
.0000 EAVE EXTN RIGHT (FT.) .0000
ROOF
SLOPE
NAME
-------
:1.000/12 HORIZONTAL SPACING (FT.) :-2.5000
EAVE
STRUT
DEPTH (INCH)
: 8.00
TOP FLANGE BRACED AT 1.00 FEET
*** DESIGN CRITERIA ***
DEAD LOAD (PSF) : 2.000 LIVE LOAD (PSF):20.000
WIND VELOCITY PRESSURE (q): 17-.386 PSF SPECIAL WIND COEFF.:-1.833
MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.030
MAX. SHEAR OR BENDING UNITY CHECK :1.030
MAX. DEFLECTION LIMIT PER SPAN L/100.
14
Ste
LENGTH
SECTION
AREA
MOMENT
WIND
DL + WL
DL + LL
----
-FT-
-------
NAME
-------
IN.SQ.
-------
INERTIA
-------
COEF
(KLF)
(KLF)
1
.67
8ES14
1.256
12.92
-------
-1.8330
-------
-.0750
-------
.0548
2
19.33
8ES14
1.256
12.92
-1.8330
-.0750
.0548
3
20.00
8ES14
1.256
12.92
-1.8330
-.0750
.0548
4
20.00
8ES14
1.256
12.92
-1.8330
-.0750
.0548
5
24.67
8ES12
1.883
19.14
-1.8330
-.0750
.0548
6
.33
8ES12
1.883
19.14
-1.8330
-.0750
.0548
14
*** EAVE STRUT DESIGN ***
JOB
NAME:
182408
PAGE 2 15
**** DEAD +
LIVE LOAD
------
------ ---------
---
--FL- ---
S*'O-!M--OM--EN-T--!-S--H-E-A-R!
A-L--LO-W-A-B-L-E---F0-R-C-E-S
!
UN--IT-Y--C-H-E-C-K--S----
!
DE
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va) !
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
.00!
.00
.00
.00
.00
.00!
1!FM!
.00!
.00!
.00
* 00
.00
.00
.00!
-161
RS!
-.01!
.04!
6.96
3.58
.01
.00
.01!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY.CHECKS
!
DEFL
U
-------------------------------------------------------------------------------
K -FT!
KIP
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
!LS!
-.01!
.53!
6.96
3.58
.15
.00
.15!
2!FM!
2.55!
.00!
6.95
3.58
.00
.37
.37!
-514
RS!
-------------------------------------------------------------------------------
.00!
-.53!
6.96
3.58
.15
.00
.15!
SP!LO!MOMENT!
SHEAR!
. ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
.55!
6.95
3.58
.15.
.00
.151
3!'PM!
2.74!
.00!
6.95
3.58
.00
.39
.39!
-463
RS!
-------------------------------------------------------------------------------
.00!
-.55!
6.95
3.58
.15
.00
.15!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
ILS!
.00!
.55!
6.95
3.58
.15
.00
.15!
OM!
2.74!
.00!
6.95
3.58
.00
.39
.39!
-463
S!
--------------------------------------------------------------------------------
.00!
-.55!
6.95
3.58
.15
.00
.15!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
.68!
11.37
19.15
.04
.00
.04!
5!FM!
4.17!
.00!
11.36
19.15
.00
.37
.37!
-366
RS!
.00!
-.68!
11.37
19.15
.04
.00
.04!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
-.02!
11.38
19.15
.00
.00
.00!
6!FM!
.00!
.00!
.00
.00
.00
.00
.00!
-114
RS!
.00!
.00!
.00
.00
.00
.00
.00!
*** EAVE STRUT DESIGN ***
JOB NAME: 182408 PAGE 3 16
DEAD +
WIND LOAD
So--------------------------------------------------------------------------
P. 0 !MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
.00!
.00
.00
.00
.00
.00!
1!FM!
.00!
.00!
.00
' 00
.00
.00
.00!
117
RS!
.02!
-.05!
9.28
4.77
.01
.00
.01!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
'SHEAR!
ALLOWABLE
FORCES
UNITY -CHECKS
!
DEFL
! U
-------------------------------------------------------------------------------
K -FT!
KIP !
MOMENT(Ma)
- SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
!LS!
.02!
-.73!
9.28
4.77
.20
.00
.20!
2!FM!
-3.49!
.00!
3.73
4.77
.00
.94
.94!
'376
RS!
-------------------------------------------------------------------------------
.00!
.72!
9.28
4.77
.20
.00
.20!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY CHECKS
!
DEFL
#!
K -FT!
KIP
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
-.75!
9.27
4.77
.21
.00
.21!
3!FM!
-3.75!
.00!
-3.72
4.77
.00
1.01
1.01!
339
RS!
.00!
.75!
9.27
4.77
.21
.00
.21!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!
, 00!
-.75!
9.27
4.77
.21
.00
.21!
I*S
-3.75!
.00!
3.72
4.77
.00
1.01
1.01!
339
S s
.00!
.75!
9.27
4.77
.21
.00
.21!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
-.92!
15.15
25.54
.05
.00
.05!
5!FM!
-5.70!
.00!
6.07
25.54
.00
.94
.94!
267
RS!
.00!
.92!
15.15
25.54
.05
.00
.05!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
.02!
15.17
25.54
.00
.00
.00!
6!FM!
.00!
.00!
.00
.00
.00
.00
.00!
83
RS!
.00!
.00!
.00
.0,0
.00
.00
.00!
Design Thk.: 16 ga= 0.059, 15 ga= 0.065, 14 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10
MIDWEST METALLIC PAGE 1
GIRT DESIGN 17
FRONT SIDEWALL
JOB NUMBER : 182408
( FULL OPTIMIZATION
*** GEOMETRIC DATA ***
BAY SPACING (FEET) :3@20.,25.
INSET LEFT (FEET) .6667 INSET RIGHT (FEET) .3333
ROOF SLOPE 1.00112 MAX. TRIBUTARY SPACING.(FT.) 6.6458
GIRT DEPTH (INCH) 8.00 GIRT CONDITION . :BY -FRAME
OUTSIDE FLANGE BRACED AT 1.00 FEET
*** DESIGN CRITERIA ***
WIND VELOCITY PRESSURE (q): -17.39 PSF
WIND LOAD PRESSURE COEFF. : '1.00 WIND LOAD SUCTION COEFF. 1.00
MAX. COMBINED SHEAR AND BENDING UNITY CHECK 1.03
MAX. SHEAR OR BENDING UNITY CHECK 1.03
MAX. DEFLECTION LIMIT PER SPAN :L/ 90.
AN
BAY
MAX
PRESSURE
SUCTION
PRESSURE
SUCTION
0.
--
SPACING
-------
TRIB SPA
--------
COEF
--------
COEF
-------
(KLF)
--------
(KLF)
1
19.3333
6.6458
1.0000
-1.0000
.1155
-------
-.1155
2
20.0000
6.6458
1.0000
-1.0000
.1155
-.1155
3
20.0000
6.6458
1.0000
-1.0000
.1155
-.1155
4
24.6667
6.6458
1.0000
-1.0000
.1155
-.1155
LOADING
COMBINATION
1. WLP
2. WLS
*** CRITICAL ROW SUMMARY ***
SPAN
ANALYSIS
LAP
SIZE OF
LAP
#
----
LENGTH
LEFT
SECTION
RIGHT
1
--------
19.3333
------
.0000
-------
8Z16
------
1.2291
2
20.0000
1.2291
8Z16
1.2291
3
20.0000
1.2291
8Z16
1.2291
4
24.61667
1.2291
8Z14
.0000
FLANGE BRACE INFORMATION
0
E
INSIDE
BRACES
1@20. 0000
1@20. 0000
1@20 . 0000
1@25. 0000
NOLENGTH
OUTSIDE
NO (FT.)
BRACES
19.333
20@1.0000
2
20.000
20@1.0000
3
20.000
20@1.0000
4
24.667
25@1.0000
0
E
INSIDE
BRACES
1@20. 0000
1@20. 0000
1@20 . 0000
1@25. 0000
GIRT DESIGN
JOB NAME: 182408 FRONT SIDEWALL PAGE,2, 19
L&NG COMBINATION -- WLP
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
.87!
6.63
3.05
.28
.00
.08!
!LL!
.00!
.00!
.00
.00
.00
.-oo
.00!
1!FM!
3.25!
.00!
6.63
3.05
.00
.49
.49!
317
!RL!
-3.26!
-1.23!
6.63
3.05
.40
..49
.40!
!RS!
-4.85!
-1.37!
13.25
6.09
.30
.37
.22!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
-4.85!
1.25!
13.25
6.09
.27
.37
.21!
!LL!
-3.40!
1.11!
6.62
3.05
.36
.51
.40!
2!FM!
1.94!
.00!
6.63
3.05
.00
.29
.29!
682
!RL!
-1.71!
-.92!
6.63
3.05
.30
.26
.16!
!RS!
-2.91!
-1.06!
13.25
6.09
.23
.22
.10!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
-2.91!
.97!
13.25
6.09
.21
.22
.09!
!LL!
-1.81!
.83!
6.63
3.05
.27
.27
.15!
M!
1.17!
.00!
6.63
3.05
.00
.18
.18!
9999
L!
-5.05!
-1.20!
5.90
3.05
.39
.86
.89!
RS!
-6.60!
-1.34!
14.73
8.15
.22
.45
.25!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
---------------------------------------------------
!LS!
-6.60!*
1.69!
14.73
8.15
---------------------------
.28
.45
.28!
!LL!
-4.61!
1.55!
8.10
5.10
.30
.57
.42!
4!FM!
5.80!
.00,!..
8.10
5.10
.00
.72
.72!
151
!RL!
.00!
.00!
.00
.00
.00
.00
.00!
!RS!
.00!
-1.16!
8.10
5.10
.23
.00
.05!
0
0
GIRT DESIGN
FRONT SIDEWALL
JOB NAME:
182408
PAGE 3 2-0
LO ING
COMBINATI . ON --
WLS
---------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY CHECKS
!
DEFL
U
K -FT!
KIP
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
-.87!
6.63
3.05
.28
.00
.08!
!LL!
.00!
.00!
.00
.00
.00
.00
.00!
1!FM!
-3.25!
.00!
4.64
3.05
.00
.70
.00!
317
!RL!
3.26!
1.23!
6.63
3.05
.40
..49
.40!
!RS!
-------------------------------------------------------------------------------
4.85!
1.37!
13.25
6.09
.30
37
.22!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
4.85!
-1.25!
13.25
6.09
.27
.37
.21!
!LL!
3.40!
-1.11!
6.63
3.05
.36
.51
.40!
2!FM!
-1.94!
.00!
4.64
3.05
.00
.42
.00!
682
!RL!
1.71!
.92!
6.63
3.05
.30
.26
.16!
!RS!
-------------------------------------------------------------------------------
2.91!
1.06!
13.25
6.09
.23
.22
.10!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
2.91!
-.97!
13.25
6.09
.21
.22
.09!
!LL!
1.81!
-.83!
6.63
3.05
.27
.27
.15!
31 1
Ms!
-1.17!
.00!
4.64
3.05
.00
.25
.00!
9999
*
5.05!
1.20!
6.63
3.05
.39
.76
.73!
6.60!
1.34!
14.73
8.15
.22
.45
.25!
--------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY CHECKS
!
DEFL
! U
-------------------------------------------------------------------------------
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
!LS!
6.60!
-1.69!
14.73
8.15
.28
.45
.28!
!LL!
4.61!
-1.55!
8.10
5.10
.30
.57
.42!
4!FM!
-5.80!
.00!
5.67
5.10
.00
1.02
.00!
151
!RL!
.00!
.00!
.00
.00
.00
.00
.00!
!RS!
.00!
1.16!
.8.10
5.10
.23
.00
.05!
0
Design Thk.: 16 ga= 0.059, 15 ga= 0.065, 14 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10
MIDWEST METALLIC PAGE 1
GIRT DESIGN 2 1
LEFT ENDWALL
JOB NUMBER : 182408
( FULL OPTIMIZATION
*** GEOMETRIC DATA ***
BAY SPACING (FEET) :3@20.000
INSET LEFT (FEET) .3333 INSET RIGHT (FEET) .3333
ROOF SLOPE .00/12 MAX. TRIBUTARY SPACING.(FT.) 6.7707
GIRT DEPTH (INCH) 8.00 GIRT CONDITION . :BY -FRAME
OUTSIDE FLANGE BRACED AT 1.00 FEET
*** DESIGN CRITERIA ***
WIND VELOCITY PRESSURE (q): -17.39 PSF
WIND LOAD PRESSURE COEFF. : 1.00 WIND LOAD SUCTION COEFF. 1.00
MAX. COMBINED SHEAR AND BENDING UNITY CHECK 1.03
MAX. SHEAR OR BENDING UNITY CHECK 1.03
MAX. DEFLECTION LIMIT PER SPAN :L/ 90.
AN
BAY
MAX
PRESSURE
SUCTION
PRESSURE
SUCTION
0.
SPACING
TRIB SPA
-------
COEF
--------
COEF
-------
(KLF)
--------
(KLF)
1
19.6667
7
6.7707
1.0000
-1.0000
.1177
-------
-.1177
2
20.0000
6.7707
1.0000
-1.0000
.1177
-.1177
3
19.6667
6.7707
1.0000
-1.0000
.1177
-.1177
*** LOADING COMBINATION ***
1 . WLP
2. WLS
*** CRITICAL ROW SUMMARY ***
SPAN
ANALYSIS
LAP
SIZE OF
LAP -
#
LENGTH
LEFT
SECTION
RIGHT
----
1
--------
19.6667
------
.0000
-------
8Z16
------
1.2291
2
20.0000
1.2291
8Z16
1.2291
3
19.6667
1.2291
8Z16
.0000
E
FLANGE BRACE INFORMATION 2-9-
NOLENGTH
OUTSIDE
NO (FT.)
BRACES
19.667
20@1.0000
2 20.000
20@1.0000
3 19.667
20@1.0000
0
INSIDE
BRACES
1@20 0000
1@20 0000
1@20. 0000
E
GIRT DESIGN
LEFT ENDWALL
JOB NAME:
182408
PAGE 2 23
LfNG
COMBINATION --
WLP
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! C
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
.92!
6.63
3.05
.30
.00
.09!
!LL!
.00!
.00!
.00
.00
.00
.00
.00!
1!FM!
3'.61!
.00!
6.63
3.05
.00
.55
.55!
266
!RL!
-3.00!
-1.25!
6.63
3.05
.41
..45
.37!
!RS!
-------------------------------------------------------------------------------
-4.62!
-1.39!
13.25
6.09
.30
.35
..21!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! C
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
-4.62!
1.18!
13.25
6.09
.26
.35
.19!
!LL!
-3.27!
1.03!
6.53
3.05
.34
.50
.37!
2!FM!
1.26!
.00!
6.63
3.05
.00
.19
.19!
2262
!RL!
-3.27!
-1.03!
6.53
3.05
.34
.50
.37!
!RS!
-------------------------------------
-4.62!
-1.18!
13.25
6.09
m
.26
.35
.19!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
-------------------------------------------
FORCES
UNITY
CHECKS
!
DEFL
! C
-------------------------
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
!LS!
-4.62!
1.39!
7 -----------------------------------------------------
13.25
6.09
.30
.35
.21!
!LL!
-3.00!
1.25!
6.63
3.05
.41
.45
.37!
M!
ms!
3.61!
.00!
6.63
3.05
.00
.55
.55!
266
0
.00!
.00!
.00
.00
.00
.00
.00!
.00!
-.92!
6.63
3.05
.30
.00
.09!
E
0
GIRT DESIGN
LEFT ENDWALL
JOB NAME:
182408
PAGE 3
24
LOA.DTNG
----------------------------------------------------------------------------
COMBINATION --
WLS
-41
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
U
K -FT!'
KIP
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
-.92!
6.63
3.05
.30
.00
.09!
!LL!
.00!
.00!
.00
.00
.00,
.00
.00!
1!FM!
-3.61!
.00!
4.64
3.05
.00
.78
.00!
266
!RL!
3.00!
1.25!
6.63
3.05
.41
.45
.37!
!RS!
-------------------------------------------------------------------------------
4.62!
1.39!
13.25
6.09
.30
.35
..21!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
4.62!
-1.18!
13.25
6.09
.26
.35
.19!
!LL!
3.27!
-1.03!
6.63
3.05
.34
.49
.36!
2!FM!
-1.26!
.00!
4.64
3.05
.00
.27
.00!
2262
!RL!
3.27!
1.03!
6.63
3.05
.34
.49
.36!
!RS!
-------------------------------------------------------------------------------
4.62!
1.18!
13.25
6.09
.26
.35
.19!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U
-----------------------------------------------------------------------------
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
!LS!
4.62!
-1.39!
13.25
6.09
.30
.35
.21!
!LL!
3.00!
-1.25!
6.63
3.05
.41
.45
.37!
-3.61!
.00!
4.64
3.05
.00
.78
.00!
266
*FM!
L!
.00!
.00!
.00
.00
.00
.00
.00!
S!
.00!
.92!
6.63
3.05
.30
.00
.09!
0
Design Thk.: 16 ga= 0.059, 15 ga= 0.065, 14 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10
MIDWEST METALLIC PAGE 1
GIRT DESIGN
RIGHT ENDWALL
JOB NUMBER : 182408
( FULL OPTIMIZATION
*** GEOMETRIC DATA ***
BAY SPACING
(FEET)
:3@20.000
INSET LEFT
(FEET)
.3333
ROOF SLOPE
40AN
- 0.
.00/12
GIRT DEPTH
(INCH)
8.00
OUTSIDE FLANGE BRACED AT 1.00 FEET
*** DESIGN CRITERIA ***
INSET RIGHT (FEET) : .3333
MAX. TRIBUTARY SPACING -(FT.) : 6.7707
GIRT CONDITION . :BY -FRAME
WIND VELOCITY PRESSURE (q): -17.39 PSF
WIND LOAD PRESSURE COEFF. : 1.00 WIND LOAD SUCTION COEFF. 1.00
MAX. COMBINED SHEAR AND BENDING UNITY CHECK 1.03
MAX. SHEAR OR BENDING UNITY CHECK 1.03
MAX. DEFLECTION LIMIT PER SPAN :L/ 90.
*** CRITICAL ROW SUMMARY ***
SPAN
BAY
MAX
PRESSURE
SUCTION
PRESSURE
SUCTION
40AN
- 0.
SPACING
-------
TRIB SPA
---- ---
COEF
----
COEF
----
(KLF)
-----
(KLF)
1
19.6667
6.7707
1.0000
-1.0000
.1177
-----
-.1177
2
20.0000
6.7707
1.0000
-1.0000
.1177
-.1177
3
19.6667
6.7707
1.0000
-1.0000
.1177
-.1177
LOADING
COMBINATION
1. WLP
2. WLS
*** CRITICAL ROW SUMMARY ***
SPAN
ANALYSIS
LAP
SIZE OF
LAP
#
LENGTH
LEFT
SECTION
RIGHT
----
1
--------
19.6667
------
.0000
-------
8Z16
------
1.2291
2
20.0000
1.2291
8Z16
1.2291
3
19.6667
1.2291
8Z16
.0000
�m
25
*** FLANGE BRACE INFORMATION *** 26
s NOLENGTH
OUTSIDE
NO (FT.)
0
BRACES
19.667
20@1.0000
2 20.000
20@1.0000
3 19.667
20@1.0000
0
is
INSIDE
BRACES
1@20. 0000
1@20. 0000
1@20. 0000
GIRT DESIGN
RIGHT ENDWALL
JOB NAME: 182408 PAGE.2 27
Lo ING COMBINATION -- WLP
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! #!
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
.92!
6.63
3.05
.30
.00
.09!
!LL!
.00!
- .00!
.00
.00
.00
.00
.00!
1!FM!
3.61!
.00!
6.63
3.05
.00
.55
.55!
266
!RL!
-3.00!
-1.25!
6.63
3.05
.41
..45
.37!
!RS!
-4.62!
-1.39!
13.25
6.09
.30
.35
..21!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
#!
K -FT!
KIP
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
-4.62!
1.18!
13.25
6.09
.26
.35
.19!
!LL!
-3.27!
1.03!
6.53
3.05
.34
.50
.37!
2!FM!
1.26!
.00!
6.63
3.05
.00
.19
.19!
2262
!RL!
-3.27!
-1.03!
6.53
3.05
.34
.50
.37!
!RS!
-4.62!
-1.18!
13.25
6.09
.26
.35
.19!
-------------------------------------------------------------------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! #!
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
------------------------------------------------------------
!LS!
-4.62!
1.39!
13.25
6.09
.30
7 ------------------
.35
.21!
!LL!
-3.00!
1.25!
6.63
3.05
.41
.45
.37!
3.61!
.00!
6.63
3.05
.00
.55
.55!
266
Jk'FM!
L!
.00!
.00!
.00
.00
.00
.00
.00!
S!
.00!
.92!
6.63
3.05
.30
.00
.09!
GIRT DESIGN
RIGHT ENDWALL
JOB NAME: 182408 PAGE 3 28
LOADING COMBINATION -- WLS
-9- -----------------------
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! #!
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
-------------------------------------------------------------------------------
!LS!
.00!
-.92!
6.63
3.05
.30
.00
.09!
!LL!
.00!
00!
.00
.00
.00
.00
.00!
1!FM!
-3.61!
.00!
4.64
3.05
.00
.78
.00!
266
!RL!
3.00!
1.25!
6.63
3.05
.41
.45
.37!
!RS!
-------------------------------------------------------------------------------
4.62!
1.39!
13.25
6.09
.30
.35
..21!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U
-------------------------------------------------------------------------------
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
!LS!
4.62!
-1.18!
13.25
6.09
.26
.35
.19!
!LL!
3.27!
-1.03!
6.63
3.05
.34
.49
.36!
2!FM!
-1.26!
.00!
4.64
3.05
.00
.27
.00!
2262
!RL!
3.27!
1.03!
6.63
3.05
.34
.49
.36!
!RS!
-------------------------------------------------------------------------------
4.62!
1.18!
13.25
6.09
.26
.35
.19!
SP!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES
UNITY
CHECKS
!
DEFL
! U
-------------------------------------------------------------------------------
K -FT!
KIP !
MOMENT(Ma)
SHEAR(Va)
SHEAR
BEND
COMB!
-L/-
!LS!
4.62!
-1.39!
13.25
6.09
.30
.35
.21!
!LL!
3.00!
-1.25!'
6.63
3.05
.41
.45
.37!
31FM!
-L!
-3.61!
.00!
4.64
3.05
266
.00
.78
.00!
O
.00!
.00!
.00
.00
.00
.00
.00!
S!
.00!
.92!
6.63
3.05
.30
.00
.09!
Design Thk.: 16 ga= 0.059, 15 ga= 0.065, 14 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10
MIDWEST METALLIC PAGE 1
ENDWALL DESIGN
LEFT ENDWALL
ENDWALL RAFTER
JOB NUMBER : 182408
( FULL OPTIMIZATION
*** GEOMETRIC DATA ***
ENDWALL COLUMN SPACING: 3@20.000
ENDWALL COLUMN SPACING:
ENDBAY (FEET) :20.0000
FRONT SIDE CANOPY (FT): .0000
FRONT SIDE ROOF SLOPE 1.00/12
PURLIN SPACING (FEET) 5.017
*** DESIGN CRITERIA ***
PURLIN EXTN. (FEET) -.0000
BACK SIDE CANOPY (FT) .0000
BACK SIDE ROOF SLOPE 1.00/12
DEAD
LOAD (PSF)
3.000
LIVE LOAD (PSF) 12.000
WIND
VELOCITY PRESS(q):
17.390 PSF
BUILDING CONDITION (E,P,O): E
SPCL.
GCp @ ENDBAY/2 :
.000
SPCL. GCp @ OVERHANG -1.000
SHEAR
OR BENDING LIMIT:
1.035
RAFTER DEFLECTION LIMIT L/150.
OH
LOADING COMBINATION
10.0000
.0000
.0000
1, DL+LL
2. DL+WL
-------
.0299
-------
.1495
1
3. DL+0.5LL+WL
10.0000
.0000
.0000
4. DL+LL+0.5WL
.0299
.1495
*** LOADING ***
E
29
ANALYSIS
GCp
PURLIN
GCpX
DL+WL
DL+LL
SPAN
------
LENGTH
--------
ENDBAY/2
--------
COEF.
-------
EXTN.
------
COEF.
-------
(KLF)
(KLF)
OH
1.0035
10.0000
.0000
.0000
-1.0000
-------
.0299
-------
.1495
1
19.0659
10.0000
.0000
.0000
-1.0000
.0299
.1495
2
20.0693
10.0000
.0000
.0000
-1.0000
.0299
.1495
3
19.0659
10.0000
.0000
.0000
-1.0000
.0299
.1495
OH
1.0035
10.0000
.0000
.0000
-1.0000
.0299
.1495
DESIGN
RESULTS
MEM
---
SIZE
LENGTH
1
-------
8X3.5C14
--------
29.1005
2
8X3.5C14
29.1005
E
29
RAFTER DESIGN
LEFT ENDWALL
JOB NAME: 182408 PAGE 2
ING COMBINATION DL+LL
I*
MEM!SPN!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES!
UNITY
RATIO
DEFL
#
------------------------------------------------------------------------------
! #
! !
K -FT!
KIP !
MOMENT
SHEAR !
SHEAR
BEND
-L/-
1
!**!
-.08!
1.13!
6.40!
3.83!
.30!
.01!
1
!FM!
4.20!
.00!
6.40!
3.83!
.00!
.66!
342
1
!RS!
-5.69!
-1.72!
6.40!
3.8.3!
.45!
.89!
2
!LS!
-5.69!
1.50!
6.40!
3.83!
.39!
.89A
------------------------------------------------------------------------------
2
!**!
-1.84!
.00!
6.40!
3.83!
.00!
.29!
MEM!SPN!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES!
UNITY
RATIO
DEFL
#
------------------------------------------------------------------------------
! #
! !
K -FT!
KIP !
MOMENT
SHEAR !
SHEAR
BEND
-L/-
2
2
!**!
1.84!
.00!
6.40!
3.83!
.00!
.29!
1597
2
!RS!
-5.69!
-1.50!
6.40!
3.83!
.39!
.89!
3
!LS!
-5.69!
1.72!
6.40!
3.83!
.45!
.89!
3
!FM!
4.20!
.00!
6.40!
3.83!
.00!
.66!
.342
3
!**!
.08!
-1.13!
6.40!
3.83!
.30!
.01!
0
0
0
RAFTER DESIGN
LEFT ENDWALL
JOB NAME: 182408
PAGE 3
LO COMBINA . TION -- DL+WL
_*ING
--------------------------------------------------------------------------
MEM!SPN!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES!
UNITY
RATIO
DEFL
# ! # ! ! K -FT!
------------------------------------------------------------------------------
KIP !
MOMENT
SHEAR !
SHEAR BEND
-L/-
1 1 !**! -.02!
.23!
8.54!
5.10!
.06!
.00!
1 !FM! .84!
.00!
8.54!
5-.10!
.00!
.10!
1757
1 !RS! -1.14!
-.34!
8.54!
5.10!
.09!
.13!
2 !LS! -1.14!
.30!
8.54!
5.10!
.08!
.13.4
2 !**! -.37!
------------------------------------------------------------------------------
.00!
8.54!
5.10!
.00!
.04!
MEM!SPN!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES!
UNITY
RATIO
DEFL
# ! # ! ! K -FT!
------------------------------------------------------------------------------
KIP !
MOMENT
SHEAR !
SHEAR
BEND
-L/-
2 2 !**! .37!
.00!
8.54!
5.10!
.00!
.04!
8021
2 !RS! -1.14!
-.30!
8.54!
5.10!
.08!
.13!
3 !LS! -1.14!
.34!
8.54!
5.10!
.09!
.13!
3 !FM! .84!
.00!
8.54!
5.10!
.00!
.10!
1757
3 !**! .02!
-.23!
8.54!
5.10!
.06!
.00!
0
RAFTER DESIGN
LEFT ENDWALL
JOB NAME: 182408 PAGE 4 3 2
I
L'ib NG COMBINATION -- DL+0.5LL+WL
-----------------------------
MEM!SPN!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES!
UNITY
RATIO
DEFL
#
------------------------------------------------------------------------------
#
K -FT!
KIP
MOMENT
SHEAR
SHEAR
BEND
-L/-
1
-.05!
.68!
8.54!
5.10!
.18!
.01!
1
!FM!
.84!
.00!
8.54!
5.10!
.00!
.10!
581
1
!RS!
-3.41!
-1.03!
8.54!
5.10!
.27!
.40!
2
!LS!
-3.41!
.90!
8.54!
5.10!
.24!
.40!
----------------------------
2
!**!
-1.10!
.00!
8.54!
L
5.10!
.00!
.13.1
MEM!SPN!LO!MOMENT!
SHEAR!
-------------------------------------------------
ALLOWABLE
FORCES!
UNITY
RATIO
DEFL
#
------------------------------------------------------------------------------
! #
! !
K -FT!
KIP !
MOMENT
SHEAR !
SHEAR
BEND
-L/-
2
2
!**!
1.10!
.00!
8.54!
5.10!
.00!
.13!
2670
2
!RS!
-3.41!
-.90!
8.54!
5.10!
.24!
.40!
3
!LS!
-3.41!
1.03!
8.54!
5.10!
.27!
.40!
3
!FM!
.84!
.00!
8.54!
5.10!
.00!
.10!
581
3
!**!
.05!
-..68!
8.54!
5.10!
.18!
.01!
0
0
RAFTER DESIGN
LEFT ENDWALL
JOB NAME: 182408
L I NG COMBINATION -- DL+LL+0.5WL
6 ------------------------------
PAGE 5 33
MEM!SPN!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES!
UNITY
RATIO
DEFL
#
! #
! !
K -FT!
-KIP !
MOMENT
SHEAR !
SHEAR
BEND
-L/-
------------------------------------------------------------------------------
1
1
!**!
-.08!
1.13!
8.54!
5.10!
.30!
.01!
1
!FM!
.84!
.00!
8.54!
5.10!
.00!
.10!
342
1
!RS!
-5.69!
-1.72!
8.54!
5.10!
.45!
.67!
2
!LS!
-5.69!
1.50!
8.54!
5.10!
.39!
.67 !
2
!**'
-1.84!
.00!
8.54!
5.10!
.00!
.221
------------------------------------------------------------------------------
MEM!SPN!LO!MOMENT!
SHEAR!
ALLOWABLE
FORCES!
UNITY
RATIO
DEFL
#
! #
! !
K -FT!
KIP !
MOMENT
SHEAR !
SHEAR
BEND
-L/-
------------------------------------------------------------------------------
2
2
!**!
1.84!
.00!
8.54!
.5.10!
.00!
.22!
1597
2
!RS!
-5.69!
-1.50!
8.54!
5.10!
.39!
.67!
3
!LS!
-5.69!
1.72!
8.54!
5.10!
.45!
.67!
3
!FM!
.84!
.00!
8.54!
5.10!
.00!
.10!
342
3
!**!
.08!
-1.13!
-8.54!
5.10!
.30!
.01!
0
Design Thk.: 16 ga= 0.059, 15 ga= 0.065, 14 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10
MIDWEST METALLIC
COLUMN DESIGN
LEFT ENDWALL
JOB NUMBER : 182408
( OPTIMIZATION )
wEOMETRIC DATA
BAY SPACING (FEET)
3@20.000
BAY SPACING (FEET)
FS EAVE HEIGHT (FEET)
25.00
FS TO RIDGE (FEET)
30.000
END FRAME (BF,MF)
BF
PURLIN DEPTH (INCHES)
8.00
ENDWALL BRACING TYPE
C
- DESIGN CRITERIA
BS EAVE HEIGHT (FEET)
FS ROOF SLOPE : 12
GIRT CONDITION
RAFTER DEPTH (INCHES)
# BAYS : 1 LOCATION :A
. WIND VELOCITY PRESSURE (q): 17.39 PSF
BUILDING COND. (E,P,O): E COLUMN DEFLECTION LIMIT
SPCL.EW COL.PRES.COEF.: 1.000 SPCL.EW COL.SUCTION COEF
SHEAR + BENDING LIMIT : 1.03 SHEAR OR BENDING LIMIT
25.00
1.00
BY -FRAME
8.000
L/ 90.
-1.000
1.03
LOADING COMBINATIONS
l.DL+LL
2.DL+WLP
3.DL+WLS
4.DL+0.5LL+WLP
5.DL+0.5LL+WLS
6.DL+LL+0.5WLP
7.DL+LL+0.5WLS
DESIGN RESULTS AND WIND LOADING
COL SECTION ANAL. TRIB. MIDSPAN PRESSURE SUCTION PRESSURE SUCTION
# SIZE LENGTH SPACING HEIGHT COEF. COEF. (KLF) (KLF)
--- -------- ------ ------- ------- -------- ------- -------- -------
1 w8X15 24.392 10.000 25.417 1.000 -1.000 .174 -.174
2 W8X18 25.977 20.000 26.667 1.000 -1.000 .348 -.348
3 w8xl8 25.977 20.000 26.667 1.000 -1.000 .348 -.348
W8XI5 24.392 10.000 25.417 1.000 -1.000 .174 -.174
0
0
34
... COLUMN DESIGN
LEFT ENDWALL
JOB NAME: 182408 PAGE 2
*** COLUMN NUMBER : I SIZE : W8X15 OR (FEET) = 12.250
35
I
I
AXIAL
BENDING
j< ---- COMPUTED
STRESSES ----- >j< ----- ALLOWABLE
STRESSES ----- >j< --- UNITY CHECK ---- >1
COMB
I MAX
Lo
IdAiLl
�
FORCE
MOMENT
I fa
fbo
fbi
fbw I
Fa
Fbo
Fbi
Fbw I
OUTER
INNER I
UNITY
I DEF
OC
--- I -------
kips
kip -ft
--------
I ksi
I ------
ksi
-----
ksi
-----
ksi I
------ I -------
ksi
ksi
------
ksi
------
ksi IAXIAL
----- I -----
FLGE.
-----
FLGE. I
------
CHECK
I L/
V1,
FM 1
1.28
.43
1 .29
.43
-.43
.001
17.16
25.99
30.00
.001
.02
.02
I
-.01 1
-------
.03
I ----
1 0
1 1
OH 1
1.28
.21
1 .29
.22
-.22
.001
5.30
12.73
30.00
.001
.05
.02
-.01 1
.07
1
2 1
FM 1
.26
-12.89
1 .06
-13.11
13.11
.001
22.88
40.00
34.65
.001
.00
-.33
.38 1
.38
1 -299
2 1
OR 1
.26
-12.89
1 .06
-13.11
13.11
.001
7.07
40.00
16.97
.001
.01
-.33
.77 1
.78
1
3 1
FM 1
.26
13.02
1 .06
13.24
-13.24
.001
22.88
34.65
40.00
.001
.00
.38
-.33 1
.38
1 299
3 1
OR 1
.26
13.02
1 .06
13.24
-13.24
.001
7.07
16.97
40.00
.001
.01
.78
-.33 1
.79
1
4 1
FM 1
.77
-12.80
1 .17
-13.02
13.02
.001
22.88
40.00
34.65
.001
.01
-.33
.38 1
.38
1 -299
4 1
OR 1
.77
-12.80
1 .17
-13.02
13.02
.001
7.07
40.00
16.97
.001
.02
-.33
.77 1
.79
1
5 1
FM 1
.77
13.19
1 .17
13.41
-13.41
.001
22.88
34.65
40.00
.001
.01
.39
-.34 1
.39
1 299
5 1
OR 1
.77
13.19
1 .17
13.41
-13.41
.001
7.07
16.97
40.00
.001
.02
.79
-.34 1
.81
1
6 1
FM 1
1.28
-12.72
1 .29
-12.93
12.93
.001
22.88
40.00
34.65
.001
.01
-.32
.37 1
.39
1 -299
6 1
OR 1
1.28
-12.72
1 .29
-12.93
12.93
.001
7,07
40.00
16.97
.001-
.04
-.32
.76 1
.80
1
7 1
FM 1
1.28
13.36
1 .29
13.59
-13.59
.001
22.88
34.65
40.00
.001
.01
'.39
-.34 1
.40
1 299
7 1
OR 1
1.28
13.36
1 .29
13.59
-13.59
.001
7.07
16.97
40.00
.001
.04
.80
-.34 1
.84
1
COLUMN
NUMBER
2 SIZE W8X18
- OR
(FEET)
12.250
1
AXIAL
BENDING
j< ---- COMPUTED
STRESSES ----- >j< ----- ALLOWABLE
STRESSES ----- >j<
--- UNITY
CHECK
---- >1
COMB
I MAX
LOADI
I
FORCE
MOMENT
I fa
fbo
fbi
fbw I
Fa
Fbo
Fbi
Fbw I
OUTER
INNER I
UNITY
I DEF
COMBILOC
---- I
I
---- I -------
kips
kip -ft
--------
I ksi
------
ksi
-----
ksi
-----
ksi I
------ -------
ksi
ksi
------
ksi
------
ksi JAXIAL'
FLGE.
FLGE. I
CHECK
I L/
I I
FM 1
3.22
1,07
.61
.85
-.85
I
.001
18.08
30.00
30.00
----- I -----
.001
.03
-----
.03
------ I
-.03 1
-------
.06
I ----
1 0
1 1
OH 1
3M
.51
1 .61
.40
-.40
.001
10.46
30.00
30.00
.001
.06
.01
-.01 1
.07
1
2 1
FM 1
.64
-29.21
1 .12
-23.06
23.06
.001
24.11
40.00
40.00
.001
.01
-.58
.58 1
.58
1 -159
2 1
OR 1
.64
-29.14
1 .12
-23.01
23.01
.001
13.94
40.00
40.00
.001
.01
-.58
.58 1
.58
1
3 1
FM 1
.64
29.55
1 .12
23.33
-23.33
.001
24.11
40.00
40.00
.001
.01
.58
-.58 1
.59 )
159
3 1
OR 1
.64
29.34
1 .12
23.17
-23.17
.001
13.94
40.00
40.00
.001
.01
.58
-.58 1
.59
1
4 1
FM 1
1.93
-28.99
1 .37
-22.89
22.89
.001
24.11
40.00
40.00
.001
.02
-.57
.57 1
.59
1 -159
4 1
OR 1
1.93
-28.94
1 .37
-22.85
22.85
.001
13.94
40.00
40.00
.001
.03
-.57
.57 1
.60
1
5 1
FM 1
1.93
29.98
1 .37
23.67
-23.67
.001
24.11
40.00
40.00
.001
.02
.59
-.59 1
.61
1 159
5 1
OR 1
1.93
29.55
1 .37
23.33
-23.33
.001
13.94
.40.00
40.00
.001
.03
.58
-.58 1
.61
1
6 1
FM 1
3.22
-28.77
1 .61
-22.71
22.71
.001
24.11
40.00
40.00
.001
.03
-.57
.57 1
.59
1 -159
6 1
OR 1
3.22
-28.74
1 .61
-22.69
22.69
.001
13.94
40.00
40.00
.001
.04
-.57
.57 1
.61
1
7 1
FM 1
3.22
30.41
1 .61
24.01
-24.01
.001
24.11
40.00
40.00
.001
.03
.60
-.60 1
.63
1 159
7 1
OR 1
3.22
29.75
1 .61
23.49
-23.49
.001
13.94
40.00
40.00
.001
.04
.59
-.59 1
.63
1
COLUMN
NUMBER
3 SIZE W8XI8
.** OR
(FEET) =
12.250
I
AXIAL
BENDING
j< ---- COMPUTED
STRESSES ----- >j<
----- ALLOWABLE
STRESSES ----- >j< --- UNITY
CHECK ---- >1
COMB
I MAX
LOADI
I
FORCE
MOMENT
I fa
fbo
fbi
fbw I
Fa
Fbo
Fbi
Fbw I
OUTER
INNER I
UNITY
I DEF
COMBILOC
----
I
---- -------
kips
kip -ft
--------
I ksi
------
ksi
-----
ksi
-----
ksi I
ksi
-------
ksi
ksi
ksi JAXIAL
FLGE.
FLGE. I
CHECK
I L/
I
I I
I
FM 1
3.22
1.07
I
1 .61
.85
-.85
------ I -------
.001
18.08
30.00
------
30.00
----- I -----
.001
.03
-----
.03
------ I
-.03 1
-------
.06
I ----
1 0
1 1
OR 1
3.22
.51
1 .61
.40
-.40
.001
10.46
30.00
30.00
.001
.06
.01
-.01 1
.07 1
2 1
FM 1
.64
-29.21
1 .12
-23.06
23.06
.001
24.11
40.00
40.00
.001
.01
-.58
.58 1
.58 1
-159
2 1
OR 1
.64
-29.14
1 .12
-23.01
23.01
.001
13.94
40.00
40.00
.001
.01
-.58
.58 1
58 1
3 1
FM 1
.64
29.55
1 .12
23.33
-23.33
.001
24.11
40.00
40.00
.001
.01
.58
-.58 1
.59 1
159
3 1
OR 1
.64
29.34
1 .12
23.17
-23.17
.001
13.94
40.00
40.00
.001
.01
.58
-.58 1
.59 1
4 1
FM 1
1.93
-28.99
1 .37
-22.89
22.89
.001
24.11
40.00
40.00
.001
.02
-.57
.57 1
-59 1
-159
4 1
OH 1
1.93
-28.94
1 .37
-22.85
22.85
.001
13.94
40.00
40.00
.001
.03
-.57
.5.7 1
.60 1
5 1
FM 1
1.93
29.98
1 .37
23.67
-23.67
.001
24.11
40.00
40.00
.001
.02
.59
-.59 1
.61 1
159
5 1
OR 1
1.93
29.55
1 .37
23.33
-23.33
.001
13.94
40.00
40.00
.001
.03
.58
-.58 1
.61 1
6 1
FM 1
3.22
-28.77
1 .61
-22.71
22.71
.001
24.11
40.00
40.00
.001
.03
-.57
.57 1
.59 1
-159
6 1
OH 1
3.22
-28.74
1 .61
-22.69
22.69
.001
13.94
40.00
40.00
.001
.04
-.57
.57 1
.61 1
7 1
FM 1
3.22
30.41
1 .61
24.01
-24.01
.001
24.11
40.00
40.00
.001
.03
.60
-.60 1
.63 1
159
7 1
OR 1
3.22
29.75
1 .61
23.49
-23.49
.001
13.94
40.00
40.00
.001
.04
.59
-.59 1
.63 1
0
JOB NAME: 182408
- COLUMN NUMBER
- COLUMN DESIGN
- LEFT ENDWALL
PAGE 3
4 SIZE : W8XI5 OH (FEET) = 12.250
BENDING.j<
---- COMPUTED
I AXIAL
L
I fa
FORCE
fbi
LOC
----
� k
I -------
ilps28
Fbo
FM
I ksi
1
OH
1.28
2
FM
.26
2
OH
.26
3
FM
.26
3
OH
1 .26
4
FM
.77
4
OH
.77
5
FM
.77
5
OH
77
6
FM
1.28
6
OH
1.28
7
FM
1.28
7
OH
1.28
- COLUMN DESIGN
- LEFT ENDWALL
PAGE 3
4 SIZE : W8XI5 OH (FEET) = 12.250
BENDING.j<
---- COMPUTED
STRESSES ----- >j< ----- ALLOWABLE
MOMENT
I fa
fbo
fbi
fbw I
Fa
Fbo
kip -ft
--------
I ksi
ksi
-----
ksi
ksi I
ksi
ksi
.43
I ------
1 .29
.43
-----
-.43
------ I -------
.001
17.16
------
25.99
.21
1 .29
. .22
-.22
.001
5.30
12.73
-12.89
.06
-13.11
13.11
.001
22.88
40.00
-12.89
.06
-13.11
13.11
.001
7.07
40.00
13.02
1 .06
13.24
-13.24
.001
22.88
34.65
13.02
1 .06
13.24
-13.24
.001
7.07
16.97
-12.80
1 .17
-13.02
13.02
.001
22.88
40.00
-12.80
1 .17
-13.02
13.02
.001
7.07
40.00
13.19
1 .17
13.41
-13.41
.001
22.88
34.65
13.19
1 .17
13.41
-13.41
.001
7.07
16.97
-12.72
1 .29
-12.93
12.93
.001
22.88
40.00
-12.72
1 .29
-12.93
12.93
.001
7.07
40.00
13.36
1 .29
13.59
-13.59
.001
22.88
34.65
13.36
1 .29
13.59
-13.59
.001
7.07
16.97
STRESSES ----- >j< --- UNITY CHECK ---- >1
COMB
Fbi
Fbw I
OUTER
INNER I
UNITY
ksi
------
ksi JAXIAL
----- -----
FLGE.
FLGE. I
CHECK
30.00
I
.001
.02
-----
.02
------
-.01
------
.03
30.00
.001
.05
.02
-.01 1
.07
34.65
.001
.00
-.33
.38 1
.38
16.97
.001
.01
-.33
.77 1
.78
40.00
.001
.00
.38
-.33 1
.38
40.00
.001
.01
.78
-.33 1
.79
34.65
.001
.01
-.33
.38 1
.38
16.97
.001
.02
-.33
.77 1
.79
40.00
.001
.01
.39
-.34 1
.39
40.00
.001
.02
.79
-.34 1
.81
34.65
.001
.01
-.32
.37 1
.39
16.97
.001-
.04
-.32
.76 1
.80
40.00
.001
.01
'.39
-.34 1
.40
40.00
.001
.04
.80
-.34 1
.84
3f;
1 MAX
I DEF
I L/
0
-299
1 299
1 -299
1 299
1 -299
1 299
1
Design Thk. : 16 ga= 0 .059, 15 ga= 0. 065, 14 ga= 0. 070, 13 ga= 0. 085, 12 ga= 0 . 10
MIDWEST METALLIC
COLUMN DESIGN
RIGHT ENDWALL
JOB NUMBER : 182408
OPTIMIZATION
aGEOMETRIC DATA ***
BAY SPACING (FEET) 3@20.000
BAY SPACING (FEET)
FS EAVE HEIGHT (FEET) 25.00
FS TO RIDGE (FEET) 30.000
END FRAME (BF,MF) MF
PURLIN DEPTH (INCHES) 8.00
ENDWALL BRACING TYPE D
DESIGN CRITERIA
BS EAVE HEIGHT (FEET)
FS ROOF SLOPE : 12
GIRT CONDITION
RAFTER DEPTH (INCHES)
# BAYS : 0 LOCATION
25.00
1.00
BY -FRAME
.000
WIND VELOCITY PRESSURE (q): 17.39 PSF
BUILDING COND. (E,P,O): E COLUMN DEFLECTION LIMIT L/ 90.
SPCL.EW COL.PRES.COEF.: 1.000 SPCL.EW COL.SUCTION COEF. -1.000
SHEAR + BENDING'LIMIT : 1.03 SHEAR OR BENDING LIMIT 1.03
LOADING COMBINATIONS
l.DL+LL
2.DL+WLP
3.DL+WLS
4.DL+0.5LL+WLP
5.DL+0.5LL+WLS
6.DL+LL+0.5WLP
7.DL+LL+0.5WLS
DESIGN RESULTS AND WIND LOADING
COL SECTION ANAL. TRIB. MIDSPAN PRESSURE SUCTION PRESSURE SUCTION
# SIZE LENGTH SPACING HEIGHT COEF. COEF. (KLF) (KLF)
--- -------- ------ ------- ------- -------- ------- -------- -------
MAIN FRAME COLUMN
2 W8X15 25.977 20.000 26.667 1.000 -1.-000 .348 -.348
3 W8Xl5 25.977 20.000 26.667 1.000 -1.000 .348 -.348
0 MAIN FRAME COLUMN
3
JOB NAME: 182408
COLUMN NUMBER
COLUMN NUMBER
... COLUMN DESIGN
- RIGHT ENDWALL
1 MAIN FRAME COLUMN
2 SIZE : W8X15 OH (FEET) = 12.172
PAGE 2
I
I AXIAL
BENDING
l< ---- COMPUTED
STRESSES ----- >j< ----- ALLOWABLE
I FORCE
COMBILOC
---- ----
FORCE
MOMENT
fa,
fbo
fbi
fbw I
Fa
Fbo
FM
OC
kips
kip -ft
� ks
ksi
ksi
ksi I
ksi
ksi
1
1 FM
-------
.00
--------
.00
------
.00
-----
.00
-----
.00
------ I -------
.001
------
15.90
30.00
1
1 OH
.00
.00
1 .00
.00
.00
.001
5.37
30.00
2
1 FM
.00
-29.34
1 .00
-29.83
29.83
.001
21.20
40.00
2
1 OH
1 .00
-29.22
1 .00
-29.72
29.72
.001
7.16
40.00
3
1 Fm
1 .00
29.34
1 .00
29.83
-29.83
.001
21.20
34.65
3
1 OH
1 .00
29.22
1 .00
29.72
-29.72
.001
7.16
29.89
4
1 FM
1 .00
-29.34
1 .00
-29.83
29.83
.001
21.20
40.00
4
1 OH
1 .00
-29.22
1 .00
-29.72
29.72
.001
7.16
40.00
5
1 FM
1 .00
29.34
1 .00
29.83
-29.83
.001
21.20
34.65
5
1 OH
1 .00
29.22
1 .00
29.72
-29.72
.001
7.16
29.89
6
1 FM
1 .00
-29.34
1 .00
-29.83
29.83
.001
21.20
40.00
6
1 OH
1 .00
-29.22
1 .00
-29.72
29.72
.001
7.16
40.00
7
1 FM
1 .00
29.34
1 .00
29.83
-29.83
.001
21.20
34.65
7
1 OH
1 .00
29.22
1 .00
29.72
-29.72
.001
7.16
29.89
-
COLUMN NUMBER
3 SIZE
W8X15
.** OH
(FEET)
12.172
1
I
l< ---- COMPUTED
I AXIAL
LOADI
I fa
I FORCE
COMBILOC
---- ----
I kips
-------
I
1 1
FM
I
1 .00
1 1
OH
1 .00
2 1
FM
1 .00
2 1
OH
1 .00
3 1
FM
1 .00
3 1
OH
1 .00
4 1
FM
1 .00
4 1
OH
1 .00
5 1
FM
1 .00
5 1
OH
1 .00
6 1
FM
1 .00
6 1
OH
1 .00
7 1
FM
1 .00
7 1 OH 1 .00
& OLUMN NUMBER
0
BENDING
l< ---- COMPUTED
STRESSES ----- >1< ----- ALLOWABLE
MOMENT
I fa
fbo
fbi
fbw I
Fa
Fbo
kip -ft
I ksi
ksi
ksi
ksi I
ksi
ksi
--------
.00
I ------
1 .00
7 ----
.00
-----
.00
------ I -------
.001
15.90
------
30.00
.00
1 .00
.00
.00
.001
5.37
30.00
-29.34
1 .00
-29.83
29.83
.001
21.20
40.00
-29.22
1 .00
-29.72
29.72
.001
7.16
40.00
29.34
1 .00
29.83
-29.83
.001
21.20
34.65
29.22
1 .00
29.72
-29.72
.001
7.16
29.89
-29.34
1 .00
-29.83
29.83
.001
21.20
40.00
-29.22
1 .00
-29.72
29.72
.001.
7.16
40.00
29.34
1 .00
29.83
-29.83
.001
21.20
34.65
29.22
1 .00
29.72
-29.72
.001
7.16
29.89
-29.34
1 .00
-29.83
29.83
.001
21.20
40.00
-29.22
1 .00
-29.72
29.72
.001
7.16
40.00
29.34
1 .00
29.83
-29.83
.001
21.20
34.65
29.22
1 .00
29.72
-29.72
.001
7.16
29.89
4 MAIN FRAME COLUMN
318
STRESSES ----- >j< --- UNITY CHECK ---- >1
COMB
I MAX
Fbi
Fbw I
OUTER
INNER I
UNITY
I DEF
ksi
------
ksi JAXIAL
----- I -----
FLGE.
-----
FLGE. I
------
CHECK
I L/
25.99
.001
.00
.00
I
.00 1
-------
.00
I ----
1 0
22.42
.001
.00
.00
.00 1
.00
1
34.65
.001
.00
-.75
.86 1
.86
1 -123
29.89
.001
.00
-.74
.99 1
.99
1
40.00
.001
.00
.86
-.75 1
.86
1 123
40.00
.001
.00
.99
-.74 1
.99
1
34.65
.001
.00
-.75
.86 1
.86
1 -123
29.89
.001
.00
-.74
.99 1
.99
1
40.00
.001
.00
.86
-.75 1
.86
1 123
40.00
.001
.00
.99
-.74 1
.99
1
34.65
.0ot-
-.00
-.75
.86 1
.86
1 -123
29.89
.001
.00
-'.74
.99 1
.99
1
40.00
.001
.00
.86
-.75 1
.86
1 123
46.00
.001
.00
.99
-.74 1
.99
1
STRESSES ----- >j< --- UNITY
CHECK ---- >1
COMB
I MAX
Fbi
Fbw I
OUTER
INNER I
UNITY
I DEF
ksi
------
ksi JAXIAL
----- -----
FLGE.
-----
FLGE. I
CHECK
I L/
25.99
I
.001
.00
.00
------ I
.00 1
-------
.00
I ----
1 0
22.42
.001
.00
.00
.00 1
.00
1
34.65
.001
.00
-.75
.86 1
.86
1 -123
29.89
.001
.00
-.74
.99 1
.99
1
40.00
.001
.00
.86
-.75 1
.86
1 123
40.00
.001
.00
.99
-.74 1
.99
1
34.65
.001
.00
-.75
.86 1
.86
1 -123
29.89
.001
.00
-.74
.99 1
.99
1
40.00
.001
'.00
.86
-:75 1
.86
1 123
40.00
.001
.00
.99
-.74 1
.99
1
34.65
.001
.00
-.75
.86 1
.86
1 -123
29.89
.001
.00
-.74
.99 1
.99
1
40.00
.001
.00
.86
-.75 1
.86
1 123
40.00
.001
.00
.99
-.74 1
.99
1
MIDWEST
METALLIC
PAGE I
BRACING
DESIGN
JOB NUMBER
: 182408
(FULL OPTIMIZATION)
**,O*EOMETRIC DATA
B� CING (FEET) 3@20.00,25.00
B LA
RA TIER SPACES (FT) 3@20.00
FRONT EAVE HEIGHT (FEET): 25.0000
BACK EAVE HEIGHT (FEET)
25.0000
FRONT SIDE ROOF SLOPE 1.0000/12
FRONT
SIDE TO RIDGE
30.0000
BRACING DATA
RF BRACING TYPE CABLE
# BAYS
1 LOCATION 2
FS BRACING TYPE CABLE
# BAYS
1 LOCATION I
BS BRACING TYPE CABLE
# BAYS
1 LOCATION I
LE BRACING TYPE CABLE
# BAYS
1 LOCATION A
RE BRACING TYPE DIAPHRAGM
# BAYS
1 LOCATION
DESIGN CRITERIA
WIND VELOCITY PRESS (q) : 17.3860 PSF
EDGE
STRIP WIDTH (FEET)
20.000
INTERIOR COEFFICIENT,GCpR: 1.3000
EDGE
STRIP COEFFICIENT,GCpX
1.3000
MAXIMUM UNITY CHECK RATIO: 1.0345
MAX.
HORIZONTAL DEFLECTION
.0000
LOADING COMBINATIONS
1. WIND LOAD
0
... BRACING DESIGN
JOB NUMBER : 182408 .** ROOF BRACING PAGE 2
(FRONT TO BACK SIDE)
*** BRACING RESULTS ***
-------------------------------------------------------------------------------
IT TIER I C. B R A C I N G - S I Z E T E N S 1 0 N
SPACING BAY #2 BAY #0 BAY #0 BAY #0 BAY #0
1 1 1 20.0000 1 3/8" DIA I
HFS) 1 1 8.52 .1
-------------------------------------------------------------------------------
1 2 1 20.0000 1 1/4" DIA I
I I 1 .00 1
-------------------------------------------------------------------------------
1 3 1 20.0000 1 3/8" DIA I
l(BS) 1 1 8.52 1
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
I COL I P I S T R U T S T Y P E F 0 R C E
I # I FORCE I BAY #2 1 BAY #0 BAY #0 BAY #0 1 BAY #0
-------------------------------------------------------------------------------
I FS 1 2.8723 1 STRUT ZEE I
lEAVE 1 1 8.90 1
-------------------------------------------------------------------------------
1 2 1 6.0271 1 CL - 4 1
1 1 1 6.03 1
-------------------------------------------------------------------------------
1 3 1 6.0271 1 CL - 4 1
1 1 1 6.03 1
-------------------------------------------------------------------------------
I BS 1 2.8723 1 STRUT ZEE I
lEAVE 1 1 8.90 1
-------------------------------------------------------------------------------
E
0
w
JOB NO. 41
*M -E QUOTE NO.
DESCRIPTION DESIGNEDBYA!V CHK'DBY- -
DATE SHEET NO.
- ------ --------
... ..........
(4.e V6
vt/
r,> V� -t. "3
-9 7
vs
------ -----
- ---------
... BRACING DESIGN
JOB NUMBER : 182408 *** WALL BRACING PAGE 3
*** FRONTSIDE ***
-------------------------------------------------------------------------------
TIER I C. B R A C I N G - S I Z E / T E N S 1 0 N
�w BAY #0 BAY #0 1 BAY #0
SPACING BAY #1 BAY #0
11.7083 1 3/8" DIA I
1UPPER1 1 10.04 1
-------------------------------------------------------------------------------
I FS 1 13.2917 1 1/2" DIA I
ILOWERI 1 10.80 1
-------------------------------------------------------------------- L ----------
I STRUT TYPE I CL - 1 1
-------------------------------------------------------------------------------
*** BACKSIDE ***
-------------------------------------------------------------------------------
I I TIER I 1C. B R A C I N G - S I Z E / T E N S 1 0 N I
IWALL I SPACING I BAY #1 1 BAY #0 1 BAY #0 1 BAY #0 1 BAY #0 1
----------------------------------------------- 7 -------------------------------
1 1 11.7083 1 3/8" DIA I
1UPPER1 1 10.04 1
-------------------------------------------------------------------------------
I BS 1 13.2917 1 1/2" DIA I
ILOWERI 1 10.80 1
------------------------------------- 7 -----------------------------------------
I STRUT TYPE I CL - 4 1
-------------------------------------------------------------------------------
*** LEFT ENDWALL ***
-------------------------------------------------------------------------------
I I TIER I Ic, B R A C I N G - S I Z E / T E N S 1 0 N I
IWALL I SPACING I BAY #1 1 BAY #0 1 BAY #0 1 BAY #0 1 BAY #0 1
-------------------------------------------------------------------------------
1 1 10.4849 1 1/4" DIA I
1UPPER1 1 3.23 1
-------------------------------------------------------------------------------
I LE 1 13.2917 1 1/4" DIA I
ILOWERI 1 3.45 1
-------------------------------------------------------------------------------
I STRUT TYPE I CL - 4 1
-------------------------------------------------------------------------------
*_* HT ENDWALL ***
- - ---------------------------------
RIGHT ENDWALL IS MAINFRAME
NO DIAPHRAM ACTION CALCULATED
42
AITO/ST111 DESIGN
A SYNERCOM TECHNOLOGY, INC. DEVELOPMENT
RELEASE 6 MOD 12e
FEBRUARY 1999
Job Start Date 10- 7-99 Time 10:15:49
TITLE - JOB#182408A/EGD - 2-4
BY - EGD
IDENTIFICATION DATE - 10/06/99
UNITS OPTIONS
INPUT .... ENGLISH
OUTPUT .... ENGLISH
TYPE - RIGID FRAME
REPORT OPTIONS
.... ANCHOR BOLTS AND CONNECTIONS
.... FLANGE BRACE REPORT
.... DESIGN SUMMARY REPORT WITH DEFLECTIONS
FREE FORMAT
.... SHORT OUTPUT
EXECUTION OPTIONS
EXECUTION MODE ANALYSIS ONLY
MAXIMUM NUMBER
OF ITERATIONS 1
UNITY CHECK RANGE = 0.950 TO 1.050
MAXIMUM SEGMENT SIZE = 2.000 FT
COEF, OF LINEAR
EXPANSION O.00OOO65OOO/DEG.F
MOD. OF ELASTICITY,E = 29000000. PSI
LOCATE FLANGE
BRACING NO
0
4.3
D E S I G N I N P U T E C H 0
NCI lding Systems, L.P.
JO A& 2-4
w
MEMBERS LOADED
SPLICES LOADED
JON182408A/EGD - 2-4
EGD,10/06/99 ..... AC,FB,,DF .... SH
3,1 ......
SPANS
60.,
25-8-10.375 ... 30.375--G
13.292-19.292,
6Aj,,W8j,j6A,j,55.,j,jjj,,jj,46,
30.375,18.375 ... 18.375,l.j8.j3O.j,2OOO5jP,S
6A ... W8,ofik,,55-46.
6AjjjWljjj6Ajj,20.,55.446.
5.j5.,l.j,,X,,X
LOAD FACTORS,22.5,85.
DEAD LOAD -045
LIVE LOAD -270
WIND LOAD.17.386,PSF,SPEC,,8,-.7,-.7,-.5
LOAD CONDITIONS
1,2A5
LOADCOND
LDCN.5,100.,DL,100.,WL2,,,,,DL + EQ
LoW,WL2,GLOB,X,CONC,,1.000
N
EN
0
PAGE 1
10- 7-99
44
M A C R 0 1 N P U T E C H 0 4 5
NCi6ding Systems, L.P. CYCLE I
JO 08A/EGD - 2-4 10- 7-99
SPAN LENGTHS
60.000 0.000 0.000
0.000
0.000
0.000 0.000
01000
0
LEFT EXTERIOR COLUMN
EAVE WALL GIRT BASE
MID
MID
KNEE BASE
TEMP
BASE F G
HEIGHT SLOPE SIZE DEPTH
DEPTH
DIST.
DEPTH SETTLE
DIFF
DISPL X R
Kx
25.000 0.000 8,000 10.375
0.000
0.000 30.375 0.00
0.00
0.00 G
0.00
GIRT AND BRACE LOCATIONS
13.292 19.292 0.000 0.000
0.000 0.000 0.000 0.000 0.000
0.000
6A W8 6A
55.00
0.00 46.00
RAFTER AT LEFT KNEE
30.375 18.375 0.000 0.000
18.375
1.000
8.000 30.000
0.0 20005 P S
0
SECTION 1 FOR RAFTER
SECT FLANGE
WEB
/OUTER FLANGE-/ ------ WEB -----
/-INNER
FLANGE-/
LENGTH FY
FY
Kx
6A W8
6A
0.00 55.00
46.00
0.00
0
SECTION 2 FOR RAFTER
SECT FLANGE
WEB
/OUTER FLANGEV ------ WEB ----- /-INNER
FLANGEV
LENGTH FY
FY
Kx
6A wi
6A
20.00 55.00
46.00
0.00
0
PU*AND BRACE LOCATIONS
5.000 5.000 1.000 X X
0
SYMMETRIC FRAME GENERATED WITH
CENTERLINE AT X = 28.90 FT
03 + ia s
ii + iitwi + ia
Ilm + llZ/T + IG
11M + 19 z
([Vol 3AII + GV3(I T
SNO11MOS39 NOIlIGN03 GVOI
.0 10
'OOT
ZIM
IOOT la s
.0 '001 11
'OS
lim
'OOT la
.0 TOT lim
'OS
11
'OOT la
.0 .0
'OOT
IIM
IOOT la z
.0
TOT
11
'OOT la I
AVMV NOIII(IN03 UVOI
(IN3
XIIM ZTTIZ'O OSBT'�Z ZTRZ'O 00000'0 JINn X qO19 IIM S 1#1
IMIG TT6TO*O- 00000'0 TT6TO'O- 00000'0 AINn A qOI9 19 4 S
AllM M6Z'O 608ZT'SZ MOO 00000'0 JINA A q019 IIM 4 ol
X -11M 6WO'O 608ZT'8Z 6Z4ZO'O 00000'0 JINA X q019 IIM Vol
IMIG �SZTO'O- 00000'0 �-SM'0- 00000'0 JINn A q019 IG avol
Ma T6ZW'O- 00000'0 T6ZW'O- 00000'0 AINn A qoig ia Gol
3AII 9t7ZgZ'O- 00000'0 9tZ8Z'O- 00000'0 JINn A qO19 11 4 Vol
AllM MET 608ZI*SZ MET 00000'0 JINn A qoig lim z Vol
XIIM 6WO'0- 608ZT'SZ 6WO'0- 00000'0 JINn x qoig lim z Vol
IMIG iSZTO'O- 00000'0 �SZTO'O- 00000'0 JINn A qoig la z Vol
GV39 T6ZW'O- 00000'0 T6ZW'O- 00000'0 JINn A qoig ia z Vol
IAII 94Z?Z'O- 00000'0 9UZ'O- 00000'0 AINn A 9019 11 1 Z avol
X11M 6LZa'O OSTN'�Z 6lla'O 00000'0 JINn X qO19 IIM Z T avol
IMla TT6TO'O- 00000'0 TT6TO'O- 00000'0 JINn A qO19 la Z T avol
000,0 00010 000'T 000,0 3NO3 X q019 ZIM Z Vol
0 slavol
03 + IG 00,0 00'0 ZIM 00'OOT la 00'OOTS NJ(n
GNOYIVOI
0 0010 0010 0010 00'0. 0 0 0 0 0 0 0 0 0 0 0 S � Z T
0 SNOIIIGN03 ([Vol
OOS*O-OOZ'O-OOZ'0-008'0 33dS JSd 9K'ZT Vol GNIM
000*0 00010 00010 000,0 OZZ'O GVOI 3AII
000*0 000,0 000,0 000,0 sw10 Vol av3a
000'ss OOS'ZZ SbODVA Vol
66-Z -OT �-z - (193ABOA r
VI 'SU21SAS 6UTP1103N
0 H 3 3 1 A d N 1 0 � 3 V W
F R A M E D E S I G N D A T A
NCI lding Systems, L.P,
JO �& --A/EGD - 2-4 10- 7-99
mr
CONFIGURATION (SYMMETRIC FRAME) ...
BUILDING WIDTH
= 60.00 FT
NUMBER OF SPANS
= I
SPAN WIDTHS (FT)
= 60.00
DESIGN BAY SIZE
= 22.50 FT
LEFT EAVE HEIGHT
= 25.00 FT
RIGHT EAVE HEIGHT
= 25.00 FT
LEFT COLUMN SLOPE
0.00 /12
LEFT RAFTER SLOPE
1.00 /12
RIGHT RAFTER SLOPE
1.00 /12
RIGHT COLUMN SLOPE
0.00 /12
GIRT DEPTH
8.00 IN
PURLIN DEPTH
8.00 IN
LOADINGS ...
DEAD LOAD = 2.000 PSF
LIVE LOAD = 12.000 PSF
WIND LOAD = 17.386 PSF
WIND LOAD PARAMETERS ...
WIND LOAD METHOD = SPEC
WI ENSITY = 17.39 PSF
0
M OF HEIGHT = 25.00 FT
WIND LEFT COEFFICIENTS = 0.80 -0.70 -0.70 -0.50 FOR WLL
WIND RIGHT COEFFICIENTS = 0.80 -0.70 -0.70 -0.50 FOR WLR
LOAD CONDITIONS ...
LOAD CONDITION 1 = DEAD + LIVE LOAD
LOAD CONDITION 2 = DL + WLL
LOAD CONDITION 3 = DL + 1/2LL + WLL
LOAD CONDITION 4 = DL + 1/2WLL + LL
LOAD CONDITION 5 = DL + EQ
E
47
D E S I G N S U M M A R Y R E P 0 R T
NCI Building Systems, L.P.
MEMBER
VERTICAL
HORIZONTAL
PAGE NO. - 1
JOB#182408A/EGD - 2-4
HORIZONTAL
JOINT
JOINT
DATE 10- 7-99
------------------------------------------------------------------------------------------------------------------------
REACTION
DEFLECTION
DEFLECTION
48
NUMBER
(KIPS)
(KIPS)
(KIP -Fr)
(IN)
F[SEACTIONS AND DEFLECTIONS
- LOAD CONDITION 1 -
DEAD + LIVE LOAD
SECTION MEMBER VERTICAL
HORIZONTAL
MOMENT
VERTICAL
HORIZONTAL
JOINT JOINT REACTION
REACTION
REACTION
-DEFLECTION
DEFLECTION
NUMBER NUMBER (KIPS)
(KIPS)
(KIP -FT)
(IN)
(IN)
------ ------ --------
1 1 10.387
--------
4.057
--------
0.000
--------
01000
--------
01000
2 2
-0.010
-0.226
3
5
-0.700
-0.122
3
1.242
4.218
-2.259
0.000
5
-0.700
0.122
6 4
5
-3.383
-0.010
0.226
7 5 10.387
-4.057
0.000
0.000
0.000
FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 2 - DL + WLL
SECTION
MEMBER
VERTICAL
HORIZONTAL
MOMENT
VERTICAL
HORIZONTAL
JOINT
JOINT
REACTION
REACTION
REACTION
DEFLECTION
DEFLECTION
NUMBER
NUMBER
(KIPS)
(KIPS)
(KIP -Fr)
(IN)
(IN)
------
1
------
1
--------
-8,474
--------
-9.683
--------
0.000
--------
0.000
--------
0.000
2
2
-0.149
4.363
3
-0.271
4,384
4
3
1.533
4.238
5
1.242
4.218
0
4
0.159
4.051
7
5
-3.383
-3.030
0.000
01000
0.000
FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 3 - DL + 1/2LL + WLL
SECTION
MEMBER
VERTICAL
HORIZONTAL
MOMENT
VERTICAL
HORIZONTAL
JOINT
JOINT
REACTION
REACTION
REACTION
DEFLECTION
DEFLECTION
NUMBER
NUMBER
(KIPS)
(KIPS)
(KIP -FT)
(IN)
(IN)
------
1
------
1
--------
-4.424
--------
-8,034
--------
0.000
--------
0.000
--------
0.000
2
2
-0,153
4.271
3
-0.5%
4.334
4
3
0.613
4,238
5
0.957
4.268
6
4
0.1%
4.144
7
5
0,667
-4.680
0.000
0.000
0.000
FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 4 - DL + 1/2WLL + LL
SECTION
MEMBER
VERTICAL
HORIZONTAL
MOMENT
VERTICAL
HORIZONTAL
JOINT
JOINT
REACTION
REACTION
REACTION
DEFLECTION
DEFLECTION
NUMBER
NUMBER
(KIPS)
(KIPS)
(KIP -Fr)
(IN)
(IN)
------
1
------
1
--------
5.007
--------
-1.164
--------
0.000
--------
0.000
--------
0.000
2
2
-0.083
1.976
-0.770
2.081
3
-1.283
2.119
5
-0.014
2.220
6
4
0,071
2.231
7
--------------------------------------------------------------------------------
5
7.552
-5.193
0.000
0.000
01000
49
0
0
D E S I G N S U M M A R Y R E P 0 R T
NCI Building Systems, L.P. PAGE NO. - 2
JOB#182408A/EGD - 2-4 DATE 10- 7-99
------------------------------------------------------------------------------------------------------------------------
F R*A CTIONS AND DEFLECTIONS.- LOAD CONDITION 5 - DL + EQ
SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL
JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION
NUMBER NUMBER (KIPS) (KIPS) (KIP -FT) (IN) (IN)
------ ------ -------- -------- -------- -------- --------
1 1 1.886 0.225 0.000 0.000 0,000
2 2 -0.024 0.546
3 -0.241 0.579
4 3 -0.397 0.589
5 -0.007 0.620
6 4 0.019 0.623
7 5 2.687 -1.225 0.000 01000 0.000
------------------------------------------------------------------------------------------------------------------------
0
0-
00
D E S I G N S U M M A R Y R E P 0 R T
NCI Building Systems, L.P. PAGE NO. - 3
JOB#182408A/EGD - 2-4 DATE 10- 7-99
EXT MN 1- 2 LENGTH 23.16 FT MEMBER ANGLE 87.84 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 443. LB
S L
ECOT ENGTH YIELD NO, SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD
NO. (FT) FLG WEB SEG SIZE START END OR PIPE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND
1 22.07 55, 46. 12 1.84 FT 10.38 IN 30.38 IN 6.000 XO.1875 0.1644 6.000 XO.1875 1.011 12.0 FT 2
(CONTROLLING ACTIONS)
AXIAL --ALLOWABLE STRESSES- --MAXIMUM STRESSES- --UNITY CHECK COMPONENTS -- ---- WEB SHEAR ------ D
SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. -
NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING --COND (KIPS) (KIPS) T
1 -8.91 87.68 36.80 29.64 44.00 -1.57 29.% -29.96 0.04 1.01 0.68 1 -3.68 12.32
------------------------------------------------------------------------------------------------------------------------
RAFTER 2- 3 LENGTH 28.18 FT MEMBER ANGLE 5.94 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 494. LB
SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD
NO. (FT) FLG WEB SEG SIZE START END OR PIPE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND
1 7.05 55. 46. 4 1.76 FT 30.38 IN 18.38 IN 6.000 XO.1875 0,1644 6.000 XO.1875 0,865 1.1 FT 2
2 20.00 55. 46. 11 1.82 FT 18.38 IN 18.38 IN 6.000 XO.1875 0.1345 6.000 XO.1875 0.868 8.2 FT 2
(CONTROLLING ACTIONS)
AXIAL --ALLOWABLE STRESSES- -MAXIMUM STRESSES --- -- UNITY CHECK COMPONENTS -- ---- WEB SHEAR ------ D
SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. -
NO. (KIPS) (KIP -Fr) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T
1 -3.19 1-16.45 36.80 27.79 44.00 -0.44 24.05 -24.05 0.01 0.87 0.55 1 8.81 12.32.
2 -2.64 63.67 36.80 32.17 44.00 -0.56 27.92 -27.92 0.02 0.87 0.63 1 6.71 11.24
* ER 4- 3 LENGTH 28.18 FT MEMBER ANGLE 174.06 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 494. LB
SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD
NO. (FT) FLG WEB SEG SIZE START END OR PIPE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND
1 7.05 55. 46, 4 1.76 FT 30.38 IN 18.38 IN 6.000 XO.1875 0.1644 6.000 XO.1875 0.786 1.1 FT 1
2 20.00 55. 46. 11 1.82 FT 18,38 IN 18.38 IN 6.000 XO.1875 0.1345 6.000 XO.1875 0.835 25.5 FT 1
(CONTROLLING ACTIONS)
AXIAL --ALLOWABLE STRESSES- --MAXIMUM STRESSES --- -- UNITY CHECK COMPONENTS—
SECTION FORCE. MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL.
NO, (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING
1 5.47 -74.81 16.95 33.00 20.85 0.76 -15.45 15.45 0.04 0.47 0.74
2 4.12 42.11 12.61 24.13 33.00 0.88 18.46 -18.46 0.07 0.77 0.56
-------------------------------------------------------------------------------------------------
0
---- WEB SHEAR ------ D
LOAD FORCE ALLOW. -
COND (KIPS) (KIPS) T
1 8.81 12.32
1 6.71 11.24
51
D E S I G N S U M M A R Y R E P 0 R T
NCI Building Systems, L.P. PAGE NO. - 4
JOB#182408A/EGD - 2-4 DATE 10- 7-99
------------------------------------------------------------------------------------------------------------------------ 52
E'T UMN 5- 4 LENGTH 23.16 FT MEMBER ANGLE 92.16 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 443. LB
SEOC LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD
NO. (FT) FLG WEB SEG SIZE START END OR PIPE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND
1 22.07 55. 46. 12 1.84 FT 10.38 IN 30.38 IN 6.000 XO.1875 0.1644 6.000 XO.1875 0.895 22.1 FT I
(CONTROLLING ACTIONS)
AXIAL --ALLOWABLE STRESSES- --MAXIMUM STRESSES- --UNITY CHECK COMPONENTS -- ---- WEB SHEAR ------ D
SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. -
NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING -- COND (KIPS) (KIPS) T
1 10.11 -81.01 15.17 33.00 20.85 1.41 -16.73 16.73 0.09 0.51 0.80 1 -3.'68 12.32
------------------------------------------------------------------------------------------------------------------------
TOTAL FRAME WEIGHT IS 1873. LB
F L A N G E B R A C E R E P 0 R T
NCI Building Systems, L.P.
JOBfO8A/EGD - 2-4
E FLANGE BRACING = N
----------------------------
COLUMN 1 - 2
GIRTS LOCATED AT 13.29FT 19.29FT
BRACED AT x x
RAFTER 2 - 3
PURLINS LOCATED AT 3.04FT 8,05FT 13.07FT 18.09FT 23.11FT 27.17FT 28.18FT
BRACED AT x x x x x
PAGE NO. - 1
DATE 10- 7-99
RAFTER 4 - 3
PURLINS LOCATED AT 3.04FT 8.05FT 13,07FT 18.09FT 23.11FT 27.17FT 28.18FT
BRACED AT x x x x x
COLUMN 5 - 4
GIRTS LOCATED AT 13.29FT 19.29FT
BRACED AT x x
----------------------------------------------------------------------------------------------------------------------
0
0
53
AUTO/STEEL DESIGN
A SYIERCII TECHNOLOGY, INC, I)EVILO1111T
RELEASE 6 MOD 12e
FEBRUARY 1999
Job Start Date 10- 7-99 Time 10:17:49
TITLE - JOB#1824085/EGD - 5
BY - EGD
IDENTIFICATION DATE - 10/06/99
UNITS OPTIONS
INPUT .... ENGLISH
-OUTPUT .... ENGLISH
TYPE - RIGID FRAME
REPORT OPTIONS
.... ANCHOR BOLTS AND CONNECTIONS
.... FLANGE BRACE REPORT
.... DESIGN SUMMARY REPORT WITH DEFLECTIONS
.... FREE FORMAT
.... SHORT OUTPUT
EXECUTION OPTIONS
EXECUTION MODE ANALYSIS ONLY
MAXIMUM NUMBER
OF ITERATIONS 1
UNITY CHECK RANGE = 0.950 TO 1.050
MAXIMUM SEGMENT SIZE = 2.000 FT
COEF. OF LINEAR
EXPANSION O,OOOOO65OOO/DEG.F
MOD. OF ELASTICITY,E = 29000000. PSI
LOCATE FLANGE
BRACING NO
0
54
D E S I G N I N P U T E C H 0
NCI,J&Idlng Systems, L.P, PAGE 1
JOIVO85/EGD - 5 10- 7-99
MEMBERS LOADED
SPLICES LOADED
JOB#1824085/EGD - 5
EGD,10/06/99 ..... AC,FB,,DF .... SH
3,1 .... �—N
SPANS
60.,
25.jj8.jlO.5,j,3O.5jjjjjG
0.0
8B,jjW8jjj8B,,j55.��,j,,jjjjj46.
30.375jl8.375 ... 18.375,l.j8.,3O.jj2OOO5jPjS
6A,jjW8-6A .... 55.,46.
6A—Wlj�,6A�-20-55-46.
5.,5.,l.,,,XjjX
LOAD FACTORS,12.5,85.
DEAD LOAD -025
LIVE LOAD -150
WIND LOAD,17.386,PSF,SPEC,.8,-1.2,-1.2,-.5
LOAD CONDITIONS
1,2,45
LOADCOND
LDCN,5,1OO.,DL,IOO.,WL2�,,,,DL + EQ
LOAD
L WL2,GLOB,X,CONC,,0.500
EN*
0
55
M A C R 0 1 N P U T E C H 0
56
NCI 11 CYCLE 1
JO#ding Systems, L.P.
085/EGD - 5 10- 7-99
SPAN LENGTHS
60,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0
LEFT EXTERIOR COLUMN
EAVE WALL GIRT BASE MID MID KNEE BASE TEMP BASE F G
HEIGHT SLOPE SIZE DEPTH DEPTH DIST. DEPTH SETTLE DIFF DISPL X R Kx
25.000 0.000 8.000 10.500 0.000 0.000 30,500 0.00 0.00 0.00 G 0.00
GIRT AND BRACE LOCATIONS
0.000 0.000 0.000 01000 0.000 0.000 0.000 0.000 0,000 0.000
8B W8 8B 55.00 0.00 46.00
RAFTER AT LEFT KNEE
30.375 18.375 0.000 0.000 18.375 1.000 8.000 30.000 0.0 20005 P S 0
SECTION 1 FOR RAFTER SECT FLANGE WEB
/OUTER FLANGEV ------ WEB ----- /-INNER FLANGE-/ LENGTH FY FY Kx
6A W8 6A 0.00 55.00 46.00 0.00 0
SECTION 2 FOR RAFTER SECT FLANGE WEB
/OUTER FLANGE-/ ------ WEB ----- /-INNER FLANGEV LENGTH FY FY Kx
6A Wl 6A 20.00 55.00 46.00 0.00 0
AAND BRACE LOCATIONS
5.000 5.000 1.000 X X 0
SYMMETRIC FRAME GENERATED WITH
CENTERLINE AT X = 28.90 FT
M A C R 0 1 N P U T E C H 0
NCI, lding Systems, L,P.
J&
JOI W 5/EGD - 5
LOAD FACTORS 12.500 85.000
DEAD LOAD 0.025 0.000 0.000 0.000 0,000
LIVE LOAD 0.150 0.000 0.000 0.000 0.000
WIND LOAD 17.386 PSF SPEC 0.800-1.200-1.200-0.500
10- 7-99
LOAD CONDITIONS
12 4 5 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 Oloo
LOADCOND
LDCN 5100.00 DL 100.00 WL2 0.00 Oloo DL + EQ
LOADS
LOAD 2 3 WL2 GLOB X CONC 0.000 0.500 01000 0.000
LOAD 1 2 DL GLOB Y UNIF 0.00000 -0,02506 0.00000 -0.02506 DLWT
LOAD 1 2 WLL GLOB X UNIF 0.00000 0.18766 23.16143 0.18766 WLLX
LOAD 2 3 LL GLOB Y UNIF 0.00000 -0.15973 0.00000 -0,15973 LIVE
LOAD 2 3 DL GLOB Y UNIF 0,00000 -0.02662 0.00000 -0.02662 DEAD
LOAD 2 3 DL GLOB Y UNIF 0.00000 -0.01753 0.00000 -0.01753 DLWT
LOAD 2 3 WLL GLOB X UNIF 0.00000 -0.02314 28.17296 -0.02314 WLLX
LOAD 2 3 WLL GLOB Y UNIF 0.00000 0.27770 �8.17296 0.27770 WLLY
LOAD 4 3 LL GLOB Y UNIF 0.00000 -0.15973 0.00000 -0.15973 LIVE
LOAD 4 3 DL GLOB Y UNIF 0.00000 -0.02662 0,00000 -0.02662 DEAD
LOAD 4 3 DL GLOB Y UNIF 0.00000 -0.01753 0,00000 -0.01753 DLWT
LOAD 4 3 WLL GLOB X UNIF 0.00000 0.02314 28.17296 0.02314 WLLX
LOAD 4 3 WLL GLOB Y UNIF 0.00000 0.27770 28.17296 0.27770 WLLY
L 5 4 DL GLOB Y UNIF 0,00000 -0.02506 0.00000 -0,02506 DLWT
LOO 5 4 WLL GLOB X UNIF 0,00000 0.11729 23.16143 0,11729 WLLX
END
LOAD CONDITION ARRAY
1 DL 100. LL
100.
0. 0.
2 DL 100. WLL
100.
0. 0.
3 DL 100. LL
50.
WLL 100. 0.
4 DL 100. WLL
50.
LL 100. 0.
5 DL 100. WL2
100.
0. 0.
LOAD CONDITION DESCRIPTIONS
1 DEAD + LIVE LOAD
2 DL + WLL
3 DL + 1/2LL + WLL
4 DL + 1/2WLL + LL
5 DL + EQ
0
0
0
0
157
F R A M E D E S I G N D A T A
N 11
ding Systems, L.P,
O85/EGD - 5 10- 7-99
CONFIGURATION (SYMMETRIC FRAME) ...
BUILDING WIDTH
= 60.00 FT
NUMBER OF SPANS
= 1
SPAN WIDTHS (FT)
= 60.00
DESIGN BAY SIZE
= 12.50 FT
LEFT EAVE HEIGHT
= 25.00 FT
RIGHT EAVE HEIGHT
= 25.00 FT
LEFT COLUMN SLOPE
0.00 /12
LEFT RAFTER SLOPE
1.00 /12
RIGHT RAFTER SLOPE
1.00 /12
RIGHT COLUMN SLOPE
0.00 112
GIRT DEPTH
8.00 IN
PURLIN DEPTH
8.00 IN
LOADINGS ...
DEAD LOAD = 2.000 PSF
LIVE LOAD = 12.000 PSF
WIND LOAD = 17,386 PSF
WIND LOAD PARAMETERS ...
WIND LOAD METHOD = SPEC
W&TENSITY = 17.39 PSF
0
M OOF HEIGHT = 25.00 FT
WIND LEFT COEFFICIENTS = 0.80 -1.20 -1.20 -0.50 FOR WLL
WIND RIGHT COEFFICIENTS = 0.80 -1.20 -1.20 -0.50 FOR WLR
LOAD CONDITIONS ...
LOAD CONDITION 1 = DEAD + LIVE LOAD
LOAD CONDITION 2 = DL + WLL
LOAD CONDITION 3 = DL + 1/2LL + WLL
LOAD CONDITION 4 = DL + 1/2WLL + LL
LOAD CONDITION 5 = DL + EQ
0
D E S I G N S U M M A R Y R E P 0 R T
NCI Building Systems, L.P.
JOB#1824085/EGD - 5
FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 2 - DL + WLL
SECTION
MEMBER
VERTICAL
HORIZONTAL
JOINT
JOINT
F *
CTIONS AND DEFLECTIONS
- LOAD CONDITION
1 -
DEAD + LIVE LOAD
SECTION
MEMBER
VERTICAL
HORIZONTAL
MOMENT
VERTICAL
HORIZONTAL
JOINT
JOINT
REACTION
REACTION
REACTION
DEFLECTION
DEFLECTION
NUMBER
NUMBER
(KIPS)
(KIPS)
(KIP -FT)
(IN)
(IN)
------
1
------
1
--------
6.324
--------
2.434
--------
0.000
--------
0.000
--------
0.000
2
2
2.085
4
3
-0.004
-0.108
3
0.866
2,003
5
-0.311
-0.062
4
3
1.989
6
4
-1.108
0.000
5
0.075
1.899
7
5
-0.311
0,062
6
4
0.000
-0.004
0.108
7
5
6.324
-2.434
01000
0.000
0.000
FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 2 - DL + WLL
SECTION
MEMBER
VERTICAL
HORIZONTAL
JOINT
JOINT
REACTION
REACTION
NUMBER
NUMBER
(KIPS)
(KIPS)
------
I
------
i
--------
-7.414
--------
-6.709
2
2
(KIP -FT)
1.300
3
------
1
0.781
1.965
4
3
1,857
0.000
5
0
4
5
-4.585
-0.354
MOMENT
VERTICAL
HORIZONTAL
REACTION
DEFLECTION
DEFLECTION
(KIP -FT)
(IN)
(IN)
--------
0.000
--------
01000
-----
0.000
DEFLECTION
-0.069
2.112
NUMBER
-0,042
2.109
(KIP -FT)
1.300
2.003
------
1
0.781
1.965
--------
-5.760
0.077
1,857
0.000
0.000
0.000
FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 3 - DL + 1/2LL + WLL
SECTION
MEMBER
VERTICAL
HORIZONTAL
MOMENT
VERTICAL
HORIZONTAL
JOINT
JOINT
REACTION
REACTION
REACTION
DEFLECTION
DEFLECTION
NUMBER
NUMBER
(KIPS)
(KIPS)
(KIP -FT)
(IN)
(IN)
------
1
------
1
--------
-5.164
--------
-5.760
--------
0.000
--------
0.000
--------
0.000
2
2
-0.071
2.069
3
-0.163
2.085
4
3
0.866
2,003
5
0,659
1.989
6
4
0.075
1.899
7
5
-2.335
-1.304
0.000
0.000
0.000
FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 4 - DL + 1/2WLL + LL
PAGE NO. - 1
DATE 10- 7-99
-------------------------------------
SECTION
MEMBER
VERTICAL
HORIZONTAL
MOMENT
VERTICAL
HORIZONTAL
JOINT
JOINT
REACTION
REACTION
REACTION
DEFLECTION
DEFLECTION
NUMBER
NUMBER
(KIPS)
(KIPS)
(KIP -FT)
(IN)
(IN)
------
1
------
1
--------
1.705
--------
-1.188
--------
0.000
--------
0.000
--------
0.000
2
2
-0.038
0.960
0
-0.298
0.999
3
-0.338
11001
5
0.113
1.038
6
4
0,035
1.025
7
------------------------------------------------------------------------------------------------------------------------
5
3.120
-2.343
0.000
0.000
0.000
59
m
0
D E S I G N S U M M A R Y R E P 0 R T
NCI Building Systems, L.P.
PAGE NO. - 2
JOB#1824085/EGD
------------------------------------------------------------------------------------------------------------------------
- 5
DATE 10- 7-99
F ROEA CTIONS
AND DEFLECTIONS
- LOAD CONDITION
5 -
DL + EQ
SECTION MEMBER
VERTICAL
HORIZONTAL
MOMENT
VERTICAL
HORIZONTAL
JOINT JOINT
REACTION
REACTION
REACTION
DEFLECTION
DEFLECTION
NUMBER NUMBER
(KIPS)
(KIPS)
(KIP -FT)
(IN)
(IN)
------ ------
1 1
--------
1.624
--------
0.268
--------
0.000
--------
0.000
--------
0.000
2 2
-0.011
0.234
3
-0.123
0,251
4 3
-0.230
0,258
5
-0.008
0,275
6 4
0.008
0.277
7 5
------------------------------------------------------------------------------------------------------------------------
2.025
-0,768
0.000
0.000
0.000
0
0
D E S I G N S U M M A R Y R E P 0 R T
NCI Building Systems, L.P. PAGE NO. - 3
JOB#1824085/EGD - 5 DATE 10- 7-99
------------------------------------------------------------------------------------------------------------------------
EXT MN 1- 2 LENGTH 23.16 FT MEMBER ANGLE 87.84 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 580, LB
10LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD
SEC
NO. (FT) FLG WEB SEG SIZE START END OR PIPE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND
1 22.07 55, 46.'12 1.84 FT 10.50 IN 30.50 IN 8.000 XO.2500 0.1644 8.000 XO.2500 0,712 19.3 FT 2
(CONTROLLING ACTIONS)
AXIAL --ALLOWABLE STRESSES
SECTION FORCE MOMENT FA FBO FBI
NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI)
1 -8.01 88.92 36.80 19.90 44.00
------------------------------------------------
RAFTER 2- 3 LENGTH 28.17 FT MEMBER ANGLE
--MAXIMUM STRESSES- --UNITY CHECK COMPONENTS -- ---- WEB SHEAR ------ D
AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. -
(KSI) (KSI) (KSI) AXIAL BENDING BENDING -- COND (KIPS) (KIPS) T
-0.94 14.16 -14.16 0.03 0.71 0.32 1 -2'.21 12.32
5.94 DEG TEMP DIFF 0, DEG,F RELEASES 0 WEIGHT 494, LB
SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD
NO. (FT) FLG WEB SEG SIZE START END OR PIPE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND
1 7.04 55. 46. 4 1.76 FT 30.38 IN 18.38 IN 6.000 XO.1875 0.1644 6.000 XO.1875 0.667 1.1 FT 2
2 20.00 55. 46, 1-1 1.82 FT 18.38 IN 18.38 IN 6.000 XO.1875 0.1345 6,000 XO.1875 0.604 8.2 FT 2
(CONTROLLING ACTIONS)
AXIAL . --ALLOWABLE STRESSES- --MAXIMUM STRESSES- --UNITY CHECK COMPONENTS -- ---- WEB SHEAR ------ D
SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. -
NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T
1 .-3.55 89.81 36.80 27.79 44.00 -0.49 18.55 -18.55 0.01 0.67 0.42 2 -7.27 16.42
2 -3.05 44.31 36.80 32.17 44.00 -0.65 19.43 -19.43 0.02 0.60 0.44 2 -5.86 14.99
------------------------------------------------------------------------------------------------------------------------
OTER 4- 3 LENGTH 28.17 FT MEMBER ANGLE 174.06 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 494. LB
SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD
NO. (FT) FLG WEB SEG SIZE START END OR PIPE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND
1 7.04 55. 46. 4 1.76 FT 30.38 IN 18.38 IN 6.000 XO.1875 0.1644 6.000 XO.1875 0.474 1.1 FT 1
2 20.00 55. 46. 11 1.82 FT 18.38 IN 18.38 IN 6.000 XO.1875 0.1345 6.000 XO.1875 0.444 25.5 FT 1
(CONTROLLING ACTIONS)
AXIAL --ALLOWABLE STRESSES
SECTION FORCE MOMENT FA FBO FBI
NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI)
1 3.25 -45.15 16.96- 33.00 20.85
2 2.47 22.12 12.61 24.13 33.00
-----------------------------------------------
0
--MAXIMUM STRESSES- --UNITY CHECK COMPONENTS -- ---- WEB SHEAR ------ D
AXIAL FBO FBI OUTER FL, INNER FL. LOAD FORCE ALLOW, -
(KSI) (KSI) (KSI) AXIAL BENDING BENDING CONP (KIPS) (KIPS) T
0.45 -9.32 9.32 0.03 0.28 0.45 1 5.07 12.32
0.53 9.70 -9.70 0.04 0.40 0.29 1 3.87 11.24
0
D E S I G N S U M M A R Y R E P 0 R T
NCI Building Systems, L.P. PAGE NO. - 4
JOB#1824085/EGD - 5 DATE 10- 7-99
E'T MN 5- 4 LENGTH 23.16 FT MEMBER ANGLE 92.16 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 580. LB
SEOCIULENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD
NO. (FT) FLG WEB SEG SIZE START END OR PIPE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND
1 22.07 55. 46. 12 1.84 FT 10.50 IN 30.50 IN 8.000 XO.2500 0.1644 8.000 XO.2500 0.618 22.1 FT 1
(CONTROLLING ACTIONS)
AXIAL --ALLOWABLE STRESSES- --MAXIMUM STRESSES --- -- UNITY CHECK COMPONENTS -- ---- WEB SHEAR ------ D
SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. -
NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING --COND (KIPS) (KIPS) T
1 5.86 -48.64 4.62 33.00 14.% 0.66 -6.93 6.93 0.14 0.21 0.48 1 -2.'21 12.32
------------------------------------------------------------------------------------------------------------------------
TOTAL FRAME WEIGHT IS 2149. LB
0
63
F L A N G E B R A C E R E P 0 R T
Me
NCI Building Systems, L.P.
JO#O85/EGD - 5
E FLANGE BRACING = N
PAGE NO. - 1
DATE 10- 7-99
COLUMN 1 - 2
UNBRACED
RAFTER 2 - 3
PURLINS LOCATED AT
3.03FT 8.05FT
13,07FT 18.08FT
23.10FT 27.17FT
28.18FT
BRACED AT
x x
x
x
x
RAFTER 4 - 3
PURLINS LOCATED AT
3.03FT 8.05FT
13.07FT 18.08FT
23.1OFT 27.17FT
28.18FT
BRACED AT
x x
x
x
x
COLUMN 5 - 4
----------------------------------------------------------------------------------------------------------------------
UNBRACED
0
0
W -W PITI SURGH TESTING LABORATORY
G 5
CATAPLjjqj= lost
:C
14so LANE AVE ?IVE NCRTR, JACKS ON -0 LL.E. FLOFIDA
A9 A MV -AL "O'rZZ---?Cb6 ?= Zt-CWTV. TH9 rVILIC AX2 ZLXtx=y". ALjL
S%:2 -4;r7= AS PXC1'=XTT CP CL:T-MT2. AXZP AUTMOItf- .7 XTS
C) MAT104
Id -.4 T 41
co"'.
-LUZOOP42 �* "-.jtAC-r3 V�cw 0:4 3t,=JL =:.a
:& P-=X=yC-3 PZ1f=3"Z Z%:31 WjtlT-Z11 AppXMV^#-
'kFE--% CODE M -N) 7&3-4300
TH
EHS ST�LUND EYT-3OLT MIN. ASSF�XMLY
Cat. No.
AS-fj,-A05-
Size
Breaking rtrenzt%-
Ucun-
ds)
.:vJC 250 BA
114
6,650
FW C 312 BA
J
5/1611
511811
li,*200
F
rWC 375 BA
3/8"
5/811
15,400'
F-qC 437 EA
7116'
11411
20,800
F4C 500 BA
1/211
718"
25,9C.0
Tests L;P-re Conducted using the Flo-Lo'c SL'&:a-,.d 'FW C E S strand
and -rVC eyebolts as set forth in the above' table with all. test'ed
;-'Ssemblies Providing at least. 100% of the strand rated breaking load
per ASIX -A4 75.
Certified PITTSBURGH TEISJING
LA.=-O'.qA-,
HQ- 2677�
6112 �,
Charles L. Moore,.
P E
ID16
C? R
*:.-,qc guarantees that all cress brace assemblie's fabricated in
-a.ccordance %�iLh the A-zve tzblc will meet pr exceed the specified
M,inimum assembly lorca.king strength.
Revision Date: August 12, 1998 File: cAengrform\section properties of ceesi.doc
Y
NOTES:
Section properties and allowables are
computed in
accordance
vAth the
1986 edition of the AISI specifications vAth 1989 addendum.
0 1, and Iyare for deflection determination
x
x
0 So and Sy are for bending
R=. 1875
6 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
Thick
Weight
Area
Lip.
ma
V,
ix SX6 Rx
ly
Sys
(in')
Ry
(in)
on)
Gage
(in)
lb/If
(in2)
(in)
(it - k)
(kips)
(W) (W) (in)
(in4)
8 x 2.5 C16
8 x 2.5
16
01.059
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
15
0.065
3.080
0.906
0.788
5.415
3.124
8.566
1 1.904
3.075
0.743
0.375
0.906
0.070
3.317
0.976
0,800
5.827
3.907
9.210
2.049
3.072
70.8=00
0 4=0 8
0.906
8 x 2.5 C14
8 x 2.5
14
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
1,116
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
.10.654
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 C15
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 C14
12 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
0.844
12 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 1
4.401
1.085
0.515
0.844
12 x 2.5
12
0.105
6.404
1.883
0.885
17.222
8.646
36,329T
2
1.340
0.657 1
0.843C4
_M
12 x 2.5 C12
1
1
Revision Date: August 12, 1998 File: cAengrform\section properties of ceesi.doc
0 �, 0
y
t
x
.1875
y
Section Name
D x B
(I n)
14 x 2.5 C16 14 x 2.5
GENERAL DATA
DIMENSIONAL PROPERTIES
Thick Weight
Gage (i n) lb / If
16 0.059 4.000
Area
(in2)
1.176
Lip
_l(in)
0.773
ALLOWABLES
Ma Va
(ft - k) (kips)
8.144 1.296
NOTES:
Section properties and allowables are computed in accordance %vilh the
1986 edition of the AISI specifications Witt 1989 addendum.
0 1. and ly are for deflection determination
0 So and Sy are for bending
0 Fy = 57.0 KSI
0 Fu = 70.0 KSI
SECTION PROPERTIES
AXIS X -X AXIS Y -Y
Ix SX0 Rx it Sy. Ry
(in4) (in3) ___LnL_ (in') (in3) (in)
30.063 2.863 5.055 0.781 0.337 0.815
14 x 2.5 CIS
14 x 2.5
15
0 . .065
4.406
1.296
0.788
9.427
1.735
33.089
3.314
5.053
0.861
0.378
0.815
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 C14
14 x 2.5
14
0.070
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 C13
14 x 2.5
13
0.085
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
Revision Date: August 12, 1998 File: Oengrform\sectlon properties of cees2.dSbl
0 - A, 0
y
t
x x
1875
Section Name
DxB
on)
8 x 3.5 C16 8 x 3.5
GENERALDAT
DIMENSIONAL PROPERTIES
Thick Weight
Gage (in) lb / If
16 0.059, 3,197
. A
Area
00)
0.940
Lip
(in)
0.773
ALLOWABLES
I
mo vo
(ft - k) (kips)
4.870 2.332
NOTES:
Section properties and alloWables.are computed in accordance vAth the
1986 edition of the AISI specifications Wilt 1989 addendum.
I, and ly are for deflection determinaltion
0 So and Sy are for bending
0 Fy = 57.0 KSI
0 Fu = 70.0 KSI
SECTION PROPERTIES
AXIS X -X AXIS Y -Y
---
ix SX6 Rx ly Sye Ry
(in4) (in3) (in) (0) (in3) (in)
9.652 1.712 3.204 1.523 0.548 1.273
8 x 3.5 C15
8 x 3.5
15
0.065
3.522
1.036
0.787
5.714
3.124
10.612
2.009
3.201
1.678
0.614
1.273
8 x 3.5 C14
8 x 3.5
14
0.070
3.793
1.116
0.800
6.402
3.907
1`1.411
2.251
3.198
1.808
0.670
1.273
8 x 3.5 C13
8 x 3.5
13
0.085
4.606
11.355
0.836
8.092
7.023
13.789
2.845
3.190
2.196
0.841
1.273
5.690
1.673
0.885
10.164
12.661
16.921
3.574
3.180
2.712
1.074
1.273
8 x 3.5 C12
8 x 3.5
12
0.105
0.059
3.598
1'.058
0.773
6.071
1.842
16.171
2. - 134
3.909
1.633
0.550
1.242
110 x 3.5 C16
10 x 3.5
16
10 x 3.5 C15
10 x 3.5
15
0.065
3.964
1.166
0.787
7.1102
2.466
17.790
2.497
3.906
1.800
0.617
1.243
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
10 x 3.5 C13
10 x 3.5
13
0.085
5.184
1,525
0.836
11.022
5.538
23.151
3.875
3.897
2.356
0.845
1.243
10 x 3.5 C12
10 x 3.5
12
0.105
6.404
1.883
0.885
13.827
10,483
28.456
4.861
-3.88.7
2.912
'.1:.082
1.243
0.059-
4.000
1.176
0.773
7.279
1.522
24.808
2.559
4.592
1.721
0.552
1.210
12 x 3.5 C16
12 x 3.5
16
0.065
4.406
1.296
0.787
8.494
2.037
27.299
2.986
4.590
1.897
0.618
1.210
12 x 3.5 C15
12 x 3.5
15
0.070
4.745
1.396
0.800
9.586
2.546
29.372
3.370
4.588
2.044
0.675
1.210
12 x 3.5 C14
12 x 3.5
14
1120. C13
12 x 3.5
13
0.085
5.762
1.695
0.836
13.294
4.571
35.563
4.674
4.581
2.484
0.849
1.211
12
0.105
7.118
2.093
0.885
17.900
8.646
43.758
6.293
4.572
r3.071
1.088 _
1.211
12.x 3.5 C 12
12 x 3.5
Revision Date: August 12, 1998
CO -
File: Oengrform\sectlon properties of ceesIdoc
y
x
1875
y
Section Name DxB
(i n)
GENERAL DATA
DIMENSIONAL PROPERTIES
Thick Weight
Gage (in) lb / It
Area
(in2)
Lip
(in)
ALLO ABLES
Ma V3
(ft - k) (kips)
NOTES:
Section properties andallowables are computed in accordance vAth the
1986 edition of the AISI specifications vAth 19 89 addendum.
0 Ir and Iyare for deflection determination
0 So and Sy are for bending
0 Fy = 57.0 KSI
Fu = 70.0 KSI
SECTION PROPERTIES
AXIS X -X I . AXIS Y -Y
ix SX8 - Rx ly Sye R,
(W) (W) (in)___ (W) (in3) (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
4.848
1.426
0.787
9.8.93
1.735
39.399
3.478
5.257
1.976
0.619
1.177
14 x 3.5 C15
14 x 3.5
15
0.065
14 x 3.5 C14
14 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
14 x 3.5
13
0.085
6.340
1.865
0.836
15.370
3.891
51.364
5.404
5.248
2.589
0.851
1.178
0.105
7.832
2,303
'0.885
21.533
7.357
63.246
7.571
5.240
3.202
1.091
1.179
14 x 3.5 C12
14 x 3.5
12
Revision Date: August 12, 1998
File: c:\engrform\section properties of cees4.doc
n
cz
y
NOTES:
Section properties and allowables are computed In accordance vAth the
I t 1986 edition of the AISI specifications vvith 1989 addendum.
0 Ir 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
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)
ma
(ft - k)
vo
(kips)
Ix
(W)
Sxe
(in3)
R,
(in)
1,
60)
Sye
(in3)
R,
(in)
8 x 3.5 C16
(2) 8 x 3.5
16
0.059
6.394
1.881.
0.773
9.739
4.665
19.303
3.424
3.204
5.133
0.963
1.652
8 x 3.5 C15
(2) 8 x 3.5
15
0.065
7.044
2.072
.0.787
11.728
6.248
21.225
4.018
3.201
5.674
1.078
1.655
8 x 3.5 C14
(2) 8 x 3.5
14
0.070
7.586
2.231
0.800
12.803
7.814
22.822
4.501
3.198
6.130
1.178
1.65 -
8 x 35 C13
(2) 8 x 3.5
13
0.085
9.212
2.709
0.836
16.183
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
3.180
9.374
1.971
1.674
Revislo . n Date: August 12, 1998 File: c:\engrform\section properties of ceesS.doc
Ll
0
0
Revision Date: August 12, 1998
File: c:\engrform\sectlon properties of eave struts.doc
y
NOTES:
12 Section properties and allowables are computed in accordance vAh the
1986 edition of the AISI specifications vAth 1989 addendum.
0 1, and ly are for deflection determination
x 0 So and Sy are for bending
12 0 Fy = 57.0 KSI
Fu = 70.0 KSI
GENERALDATA
SECTION PROPERTIES
Section Name
DIMENSIONAL PROPERTIES
ALLOWABLES
AXIS X -X
AXIS Y -Y
D x Bl x B2
Thick
Weight
Area
Lip,
ma
V.
SX8
Rx
1,
Sye
R,
(i n)
Gage
(in)
lb/If
(in2)
(in)
(it - k)
(kips)
(W)
(in)
(0)
(in3)
(in)
8ES16
8 x 3.375 x 5
16
0.059,
3.598
1.058
1.0.88
5.377
2.350
1 10.936
1.890
3.215
2.902
0.717
1.656
8ES14
8 x 3.*375 x 5
14
0.070
4.269
1.256
1.114
7.109
3.937
12.924
2.499
3.208
3.440
0.876
1.655
8ES12
8 x 3.375 x 5
12
0.105
6.404
1.883
1.200
11.379
12.754
19.143
4.001
3.188
5.142
1.408
1.653
10ES16
10 x 3.375 x 5
16
0.059
4.000
1.176
1.088
.6.803
1.853
18.319
2.392
3.946
3.117
0.719'
1.628
IOES14
10 x 3.376 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
iOES12
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
12ES16
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
1.114
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
0322
1.561
14ES14
14 x 3.375 x 5
14
0.070
5.697
1.676
1.114
12.719
2.178
47.793
4.472
5.341
4.082
0.886
1.561
14 x 3.375 x 5
12
0.105
8.546
2.513
1.200
23.887
7:388
71.250
8.398
5.324
6.120
1.436
1.560
Revision Date: August 12, 1998
File: c:\engrform\sectlon properties of eave struts.doc
0
0
y
81
NOTES:
17
Section properties an d* allowables are
computed
in accordance with the
1986 edition of the AISI specifications with 1989
addendum.
x
x
0 Ix and Iyare for deflection determination
0 Se and Sy are for bending
a Fy = 57.0 KSI
92_4
0 Fu = 70.0 KSI
GENERAL
DATA
SECTION PROPERTIES
Section Name
DIMENSIONAL PROPERTIES
ALLOWABLES
AXIS X -X
AXIS Y -Y
D x B1 x B2
Thick
Weight
Area
Lip
Ma
va
Ix
7
77.759
SX6
Rx
Sys
R,
(in)
Gage
(in)
lb / If
(in)
(ft - k)
_(kips)
i n'
(W)
(in)
(in4)
_(in3)
(in)
8 x 2Z16
8 x 2.125 x 2.375
16
0.059
2.796
0.822
0.911
4.970
2.332
1.747
_3.072
1.081
0.338
1.146
8 x 2Z15
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
1.148
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 2Z13
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 x 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
10x2Z16
10 x 2.125 x 2.375
16
0.059
3.197
0.940
0.911
6.154
1.842
13.215
2.164
1 3.749
1.081
0.338
1.072
10 x 2Z15
10 x 2.125 x 2.375
15
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 2Z14
10 x 2.125 x 2.375
14
0.070
3.793
1.116
0.930
8.130
3.083
115.642
2.858
3.745
1.290
0.428
1.075
10x2Z13
10 x 2.125 x 2.375
13
0.085
4.606
1,355
0.956
10.600
5.538
18.933
3.727
3.738
1.578
0.544
1.079
10 x 2Z12
110 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
Revision Date: August 12, 1998 File: c:\engrform\section properties of zeel.doc
0
E
y
NOTES:
Section properties and allowables are computed
in accordance
vvith the
1986 edition of the AISI specifications
vAlh 1989
addendum.
x
x
0 1,, and Iyare for deflection determination
I
a So and Sy are for bending
J,
0 Fy = 57.0 KSI
�132
Fu = 70.0 KSI
GENERALDATA,
SECTION PROPERTIES
Section Name
DIMENSIONAL PROPERTIES
ALLOWABLES
AXIS X -X
AXIS Y -Y
D x 1311 x B2
Thick
Weight
Area
Lip
M,
va
ix
SX0
Rx
11
Sys
R,
(n)
Gage
(in)
1b, / If
(in2)
(in)
(ft - k)
(kips)
(W)
(W)
(in)
(W)
(in3)
(in)
10 x 3Z16
10 x 3.125 x 3.375
16
0.059
3.598
1.058
'0.911
6.348
1.842
16.131
2.232
3.904
2.582
0.488
1.562
10 x 3Z15
10 x 3.125 x 3.375
15
0.065
3.946
1.166
0.922
7.361
2.466
17.749
2.588
3.902
2.852
0.532
1.564
10 x 3Z14
10 x 3.125 x 3.375
14
0.070
4.269
1.256
0.930
8.269
3.083
19.094
2.907.
3.900
3.077
0.570
1.566
10x3z13
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 V12
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 3Z16
12 x 3.125 x 3.375
16
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
12 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 3Z13
12 x 3.125 x 3.375
13
0.085
5.762
1.695
0,956
13.462
4.571
35.515
4.733
4.518
3.760
0.701
1.490
12 x 212
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 3Z16
14 x 3.125 x 3.375
16
0.059.
4.401
1.294
0.bi 1
8.873
1.296
35.739
3.120
5.255
2.583
0.490
1.413
14 x 3Z15
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 3Z14
14 x 3.125 x 3.375
14
0.070
5.221.
1.536
0.930
11.479
2.169
42.339
4.036
5.251
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
0.704
1.420
14 x -3Z12
14 x 3.125 x 3.375
12
0.105
7.832
2.303
0 9=9 0
22.092 i
7.357 [
63.204
7.767 i
5.238
4.682
0.961
1.426
Revlslon Date: Auqust 12, 1998 File: c:\engrform\secllon properties of zee2.doc
0
0
0
Revislon Date: August 12, 1998
Flle: c:\engrform\section propertles of panels - 12-wr.doc
--I
4ti
12* NET COVERAGE
NOTES:
2 5/16" 7318'
25111"
The panel section properties have been calculated in accordance with the 1986 edition of the AISI specifications with
1989 addendum.
131160
7/86
5/8'
Ix Is for deflection deten-nination
Sx Is for bending
Ma Is allowable bending moment
The pan*el weight has been deducted from the allowable loads
Values shown for wind load deflection are limited by a maximum deflection ratio of L/I 20
Allowable load values shown are based on panel covering 3 equal continuous spans. Multiply allowable stress
12" "WR" Panel
values shown by 0.8 for 2 span conbitions
Load table values do not include web crippling requirements
PANELPROPERTIES
.
PANEL'TOP IN COMPRESSION (Fy)
PANEL BOTTOM IN COMPRESSION (Fy)
GA.
Desig n Thickness Weight
Fy
SX
Ma
I,
SX
I Ma
(i n) (pso (ksi)
In4 / ft
In3/ft
in -kip ft
In' / ft
in3/ft
in -kip R
24
0.0223 1.34
50.0
0.3276
0.1471
4.40
0.2010
0.1090
3.26
22
0.0286 1.72
50.0
0.4225
0.1907
1 5.71
0.2772
1 0.1459
4.37
ALLOWABLE
UNIFORM LOADS IN POUNDS
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
461
6.0
69
202
93
267
7.o
51.
127
68
168
Revislon Date: August 12, 1998
Flle: c:\engrform\section propertles of panels - 12-wr.doc
--I
4ti
0
0
Revision Date: August 12, 1998 Fife: c:\engrform\section properties of panels - 18-wr.doc
NOTES:
'181ETCOVERAGE
The panel section properties have been calculated in accordance wilh the 1986 edition of the AISI specifications with
2 5/16* 13 318"
2 5116'
1989 addendum.
13116' 7/82
0 IX is for deflection determination
3/16, 51 4 31`16
0 Sx is for bending
Z--
M. Is allowable bending.moment
The panel weight has been deducted from the allowable loads
Values shown for wind load deflection are limited by a maximum deflection ratio of L/1 20
Allowable load values shown are based on panel covering 3 equal continuous spans. Mulliply allowable stress
18" "WR" Panel
values shown by 0.8 for 2 span conditions
Load table values do not include web crippling requirements
PANEL PROPERTIES
PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy)
Design Thickness Weight
GA.
Fy
IX
SX
Ma IX
SX
M8
On) (pso
(ksi)
In4 / ft
in3/ft
In -kip / ft In4 / ft
in3 / ft
in -kip R
24 0.0223 1.22
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
1 4.13 0.1867
0.0976
2.92
ALLOWABLE
24GAUGE
UNIFORM LOADS IN POUNDS
PER SQUARE FOOT
22 GAUGE
Span In Feet
Live Load Stress
Live Load Deflection
Live Load Stress
Live Load Deflection
4.0
105
508
141
672
.5.0
67
260
90
344
6.0
46
151
62
199
7.0
33
95
45
125
Revision Date: August 12, 1998 Fife: c:\engrform\section properties of panels - 18-wr.doc
0
Revision Date: August 12, 1998 File: 0engrform\section properties of panels - 24 - wr.doc
24' NET COVERAGE
NOTES:
2 5116'
19318,
2 5116'
The panel section properties have been calculated in accordance with the 1986 edition of the AISI specifications with
1989 addendum.
13/1 6 518. 7181
0 Ix Is for deflection determination
6 M61
6"
7' 6 3/1_,
0 Sx is fot bending
0 Ma Is allowable bending moment
loads
0 The panel weight has been deducted from the allowable
518,
0 Values shown for wind load deflection are limited by a maximum deflection ratio of Ul 20
24""WR"Panel
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 condifigns
0 Load (able values do not include web crippling requirements
PANEL PROPERTIES
PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy)
GA. Design
Thickness
Weight
Fy
11
S, M IX
SX
M,
On)
(pso
(ksi)
In' / ft
In'/ it in-kl�/ it In4 / it
in3 / ft
in -kip it
24 0.0223
1.16
50.0
0.2129
0.0814 2.44 0.1014
0.0547
1.64
22 0.0286
1.49
50.0
0.2749
0.1075 3.22 0.1406
0.0733
2.20
M
ALLOWABLE
24 GAUGE
UNIFORM LOADS IN POUNDS
PER SQUARE FOOT'
22 GAUGE
S pan In Feet
Live Load Stress
Live Load Deflection
Live Load Stess
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
Revision Date: August 12, 1998 File: 0engrform\section properties of panels - 24 - wr.doc
levislon Date: August 12, 1998 File: 0Pnnrl`nrm\sP.rA inn nrnnprtip- nf n;;nPle - ;i rinr
112'
Cn
36* NET COVERAGE
12' 1,
2 5/16"
—1 4�
"A" Panel
12*
6' f 6
NOTES:
The panel section properties have.been calculated in accordance wil . h the 1986 edition of the AISI specifications with
1989 addendum.
Ix is for deflection determination
Sx is for bending
0 M. Is allowable bending moment
0 The wind load stress values have been increased by 33 1/3%
a Values shown forwind load deflection are limitedby a maximum deflection ratio of U120
0 Allowable load values shown are based on panel covering 3 equal continuous spans. Mulliply allowable stress
values shown by 0.8 for 2 span conditions
0 This panel is to be used as wall panel only
PANEL PROPERTIES
GA.
Design Thickness Weight
(in) (pso
Fy
(ksi)
PANEL TOP IN COMPRESSION (Fy)
Ix S, ma
In' / it in3/ft in -kip / it
PANEL BOTTOM IN COMPRESSION (Fy)
IX
In' / it
SX
10 / R
ma
in -kip / it
26
0.0181
0.911
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
ALLOWABLE
UNIFORM LOADS IN POUNDS PER SQUARE
FOOT
Span In Feet
26 GAUGE
24 GAUGE
Wind Load Pressure
Wind Load Suction
Wind Load Deflection
Wind Load Pressure Wind Load Suction Wind Load Deflection
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
10
23 18 14
levislon Date: August 12, 1998 File: 0Pnnrl`nrm\sP.rA inn nrnnprtip- nf n;;nPle - ;i rinr
0
Ll
0
Revision Date: August 12, 1998 File: cAengrforrn\seclion properties of panels - arn.doc
-j
on
3V NET COVERAGE
NOTES:
Ir
jr
I?
The panel section properties have been calculated in accordance wilh the 1986 edition of the AISI specifications with
r
1989 addendum.
0 Ix is for deflection determination
3 Iff
r
0 & is for bending
0 Me Is allowable.bending moment
SCREW GROOVE
0 The wind load stress values have been increased by 33 113%
0 Values shown for wind load delleclion are limited by a maximum deflection ratio of U120
"AM" Panel
0 Allowable load values shown are based on panel covering 3 equal continuous spans. Mulliply allowable stress
values shown by 0.8 for 2 span cofiditions
a This panel Is to be used as wall panel only
PANEL PROPERTIES
Design Thickness
Weight
Fy
PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy)
GA.
(I n)
(Pso
(ksi)
Ix
Sx Ma Ix
S,
Ma
In4 / it
In3/ft in -kip R In4 / it
in3 / ft
in -kip it
26 0.0181
0.91
80.0
0.0451
0.0522 1.87 0.0388
0.0365
1.31
24 0.0223
1.12
J 50.0
0.0555
0.0643 1.92 0.0536
0.0536
1.60
ALLOWABLE
UNIFORM LOAD$ IN POUNDS
PER SQUARE FOOT
26 GAUGE
24 GAUGE
Span In Feet
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
67
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
F
Revision Date: August 12, 1998 File: cAengrforrn\seclion properties of panels - arn.doc
-j
on
Revision Date: June 16, 1998 File: c:\engrform\section properties of panels - pbr.doc:Z
36*NETCOVERAGE
NOTES:
12'
12
12*
314, 41
4.
The panel section properties have been calculated in accordance with the 1986 edition of the AISI specifications with
1989 addendum.
5i
n
1. is for deflection determination
3 "117
J�l 318-
S. is for bending
Ma is allowable bending moment
6 The panel weight has been deducted from the allowable loads
"PBR" Panel
0 The wind load stress values have been increased by 33 1/3%
* Values shown for wind load deflection are limited by a maximum deflection ratio of U120
6 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
PANEL PROPERTIES
GA. Design Thickness Weight
(in) (pso
Fy
(ksi)
PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy)
11
10 / it
Sx
in3 / ft
Ma Ix
in -kip / ft In4 / ft
S,
in3 / ft
Ma
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
Y 1.14
50.0
1 0.0596
1 0.0571
1 1.71 1 0.0573
i 0.0644
1 1.93
ALLOWABLE
UNIFORM LOADS IN
POUNDS
PER SQUARE FOOT
26 GAUGE
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
37
30
28
8.0
23
21
14
29
22
19
Revision Date: June 16, 1998 File: c:\engrform\section properties of panels - pbr.doc:Z
7--
W NET COVERAGE
NOTES:
12'
1?
314' 4'
4.
The panel section properties have been calculated in accordance with the 1986 edition of the AISI specifications with
1989 addendum.
IT
I� Is for deflection determination
1318'
0 % is for bending
0 Ma is allowable bending moment
0 The panel weight has been deducted from the allowable loads
"R" Panel
0 The wind load stress values have been increased by 33 1/3%
0 Values shown forwind load deflection are limitedby 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
GA.
Design Thickness
(in)
Weight
(pso
Fy
(ksi)
PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy)
SX ma SX Ma
In4/ft in3 / ft in -kip / R In4 / ft in3/ft in -kip / ft
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
0.0596
0.0571
1.71
0.0573
0.0644
1.93
ALLOWABLE
UNIFORM LOADS IN POUNDS
PER SQUARE FOOT
Span in Feet
I
26GAUGE
24GAUGE
i
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 Date: August 12, 1998 File: c:\engrform\section properties of panels - r.d6-;t,-
Revision Date: August 12, 1998 File: c:\engrform\seclion properties of panels - ss216.doc
IVNETCOVERAGE
NOTES:
3/4'
4.
4. 4.
4.
The panel section properties have been calculated in accorclance*wilh the 1986 edition of the AISI specifications with
1989 addendum.
Ix Is for deflection determination
Sx is for bending
Ma Is allowable bending moment
The panel weight has been deducted from the allowable loads
0 Values shown for wind load deflection are limited by a maximum deflection ratio of U120
"SS216" Panel
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 colhditions
Load table values do not Include web crippling requirements
PANEL PROPERTIES
GA.
Design Thickness Weight
(in) (pso
Fy
(ksi)
PANEL TOP IN COMPRESSION (Fy)
PANEL BOTTOM IN COMPRESSION (Fy)
IX
SX
ma
11
SX
ma
10 / ft
in3 / ft
in -kip / It
In4 / ft
in3 / ft
in -kip ft
24
0.0223
1.29
50.0
0.1332
0.0739
2.21
0.0637
0.0584
1.75
22
0.0286
1.66
50.0
0.1712
0.1023
3.06
0.0905
0.0796
2.38
ALLOWABLE
UNIFORM LOADS IN POUNDS
PER SQUARE F70T
Span In Feet
24 GAUGE
22 GAUG�
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
_F_
Revision Date: August 12, 1998 File: c:\engrform\seclion properties of panels - ss216.doc
Revlslon Date: August 12, 1998 File: c:\engrform\section properties of panels - u.doc
XNETCOVERAGE
NOTES:
6-
6. 68
6- 6 -
The panel section properties have been calculated in accordance with the 1986 edition of the AISI specificafions with
1989 addendum.
6 is for deflection determination
"21 13 1/?
Sx is for bending
M. is allowable bending moment
* The panel weight has been deducted from the allowable loads
"U" Panel
* The wind load stress values have been increased by 33 1/3%
Values shown for wind load deflection are limited by a maximum deflection ratio of L/1 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
PANEL PROPERTIES
Design Thic . kness Weight
Fy
PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy)
GA.
(i n) (pso
(ksi)
Ix Sx M a Ix Sx M a
ln4/ft in3 / ft in -kip / ft In4/ft in3 / ft in -kip ft
26
0.0181
1 0.92
80.0
0.0260
0.0429
1.54
0.0177
0.0366
1.32
24
0.0223
1.13
50.0
0.0344
0.0584
1.75
0.0242
0.0523
1.56
ALLOWABLE
UNIFORM LOADS IN POUNDS
PER SQUARE FOOT
26GAUGE
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
15
7
30
18
9
Revlslon Date: August 12, 1998 File: c:\engrform\section properties of panels - u.doc
W, �v 'K�N' f,
29-'24-16
774-91E
STONE, Bill
50dO Midway.,i,;-Rich4le
(elec sery relp ation/sf)'
COLIN ' TY OF BUTTE DEPARTMENT OF'PUBLIC WORKS PERMIT NO
7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541
APPLICATION AND PERMIT
ASSESSOR PARC5_LA NIEMBER
29-24416
ZONIVG-
A40 -
BUILDING PERMIT
OWNER
Bill Stone
TELEPHONE
882-4485
SQ. FT. OCC.1 BUILDING VALUATION
OVYNER-S MAILING ADDRESS
5030 Midway, Richimle 95974
CONTRACTOR'S NAME
Owner
TELEPHONE
CONTRACTOR'S MAILING ADDRESS
FireDlace
CONSTRUC—ION LEND ER"
UNKNOWN
Total Valuation $
Filing Fee
$ 110.00
LENDER'S MAILING ADDRESS
Permit Fee
$
ARCHITECT OR LNZINEER 71
CENSE NO.
Plan Checking Fee
$
Energy Plan Checking Fee
ARCHITECT OR ENGINEER'S MAILING ADDRESS
.. . . . "r,
Penalty
$
BUILDING ADDRESS t6 �, 6 , 1) 1 . ,
Midway, Richvele
Permit fee
$
PLUMBING PERMIT
Fi ling Fee 10.00
Each Trap
2.00
Solar or heat pump water heater
20-00
LOT NO.
SUBDIVISION NAME
PARCE . L MAP
Water piping
5.00
Each qas water heater or vent
5.00
USE OF STRUCTURE
SF a Duplex Fj MobilehomeF-1 Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer
5.00
Mobile Home S I G I W
.00 ea�
TYPE OF WORK
New F� Addition [:1 Remodel[] UtilitiesO InstallationEl Other
Describe work: move main power
Permit Fee
$
Contractor
ELECTRICAL PERMIT
FilingFee 10.00
Main service 600V OR LESS
100 AMP OR LESS
10.00 10.00
Main service EA. ADD -L 100 AMP
2.50
CONTRACTORS LICENSE LAW
I declare'under penalty of perjury (check one):
1 am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification
V 0
7 yo 0W10sole compen-
1, as the owner, or my molZeL- -Wit W4gett
e p 01-11 VIV
sation, will do the work, and the structurEf is not intended or offered
for sale. (Sec. 7044)
El I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
1 am exempt under Sec.—, Business and Professions Code
for this reason
NEW CONST DWELLING CCUP.8d)
OR DDNS. ACC.BLDGS.
21/20scift
NEW CONSTR. MULTI -OUTLET
NON-RESID. BRANCH CIRCUITS)
2.50 eal
(POWER APPARATUS.&)
SINGLE OUTLET CIR
Ex. Occup(OUTLETS OR FIXTURES
20 0 50t
. AL@ 30t
OCCUP. FIXED APPLINIS R
Ex. OUTL E TS IRESI*D0) EA.)
2.00
Temporary service
10.00
Mobile Home Facilities
15.00
Misc. Wiring
15.00 15.00
pre inspection
15.00
Permit Fee
$ 50.00
Contractor
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
The permit is for $100.00 (valuation) or less.
I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
2"'1 shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
MECHANICAL PERMIT
Fi I ing Fee 10.00
Heating
Cooling
Hood
3.00 1
Ventilation
— .
. I
Permit Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyol
Butte to enter upon the above-mentioned property for inspection purposes.
1 also agree to save, indemnify and keep harmless the County of Butte against
all liabilities . d t , costs, and expenses which may in any way accrue
a 60,,utgmpnc s
against sai un y _ onsequence of the granting of this permit.
X Date –?-..,L 0/
Signature of Applicant — Owner 0 Contractor El AgentEl
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST TYPE
50.00
TOTAL FEE $
HAZ
I CUA I PARK
I SCHL
I ILE71
I PAR
1.
HD.
Iss
V
Th's permit is hereby issued unaer the applicable provi-
sions oi the Butte County. Code and/or resolutions to do
work indicated above for which fees have been paid.
DIRECT F UC WORKS
j9 0 PUig
I By(Ilp DatA. ?h h
121-
PERMIT EXPIRES Date �6 I'/ Q A
Receipt No. 93720
WHITE-O.P.W.. YELLOW-ASSE350R. PINK -INSPECTOR. GOLD ENROD-APPL I CANT
.COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541
APPLICATION AND PERMIT
WERM I \TN
�?—,7,V- k�/_
ASSESSOR PARCEL NUMBER
29-24-16
Z C' 0
A40
BUILDING PERMIT
OWNER
Bill Stone
TELEPHONE
882-4485
SQ. FT. OCC. BUILDING VALUATION
OWNER'S MAILING ADDRESS
5030 Midway, Richviale 95974
CONTRACTOR'S NAME
Owner
TELEPHONE
CONTRACTOR'S MAILING ADDRESS
I
FireDlace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $
Filing Fee
$
LENDER'S MAILING ADDRESS
Permit Fee
$
ARCHITECT OR E.'J.-,INEFP
T—Cff"NSE NO.
Plan Checking Fee
$
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING ADDRESS 5030 Midway, Richvale
Permit fee
$
PLUMBING PERMIT
FilingFee 10.00
Each Trap
2.00
Solar or heat pump water heater
20.00
LOT NO.
UBDIVISION NAME
1
PARCEL MAP
1
Water piping
5.00
Each qas w ater heater or vent
5.00 1
USE OF STRUCTURE
SF a Duplex F� Mobilehomef-I Other
SPECI FY
Gas piping system 1 - 5 outlets
5.00
Building sewer
5.00
Mobile Home S I G I IN
10-00ea
TYPE OF WORK
NewF_1 Addition[] Remodel[J Utilities 0. InstallationEl OtherE]
Describe work: move main power
Permit Fee
$
Contractor
ELECTRICAL PERMIT
FilingFee 10.00
main service 600V OR LESS
100 AMP OR LESS
10.00 10.00
Main service EA. ADD -L 100 AMP
2.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
F-1 I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification.
2r,"l, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
1, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
I am exempt under Sec.—, Business and Professions Code
for this reason
NEW CONST DWELLING OCCUP.N)
OR ADDNS. ACC.BLOGS.
21/2 Osq I t
NEW CONSTR. MULTI -OUTLET
NON-RESID, BRANCH CIRCUITS)
—
2.50 ea
(POWER APPARATUS &)
SINGLEOUTLET CIR.
Ex. OCCUP(OUTLETS OR FIXTURE
20@50c
ALO 30C
FIXED APPLNS. 0 R
Ex. Occup. OUTLETS (RESID.) EA.)
2.00
Temporary service
10.00
Mobile Home Facilities
15.00
Misc. Wiring
15.00 15.00
pre inspection
15.00
Permit Fee
$ 50.00
Contractor
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
n The permit is for $100.00 (valuation) or less.
E:] I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
I Consent to Self -Insure.
I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shal I be deemed.revoked.
MECHANICAL PERMIT
Fi I ing Fee 10.00
Heating
Cooling
Hood
3,00
Venti lation
Permit Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against s�)q County In,consequence of the granting of this permit.
�AftvF --- Date-? -a-2e-el_
Signature of Applicant - Owner F!!fr Contractor El Agent El
An OSHA permit is required for excavations over 5'0" deep and demolition or construct.
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee
occ
EHAZ.
C NST TYPE
TOTAL FEE $
50.00
I CUA
I PARK
I SCHL
I FLD
I CDF
I PAR
JPD
JJHD,JISS
7
This permit is hereby issued unaer tne applicable provi-
si�ns oi the Butte County. Code and/or resolutions to do
work indicated above for which I s have been paid.
DIV OF P WORKS
If -44
914 Date
Bya�
PERMIT EXPIRES Date 149-a-
Receipt No. C� 0
WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDEN ROD-APPL I CANT
COUNTY OF BUTTE - DEPAATMEN OF PUBLIC WORKS - BUILDING DIVISION
'�Rbv%
7 COUNTY CENTER DRIVE - 0 IL .,,E, CALIFORNIA 95965 - TELEPHONE: 916/538-7541
PERMIT APP819P ION DATA SHEET
0 .. Permit No.
OWNER A. P. No.,
Proposed Building Use Building I nspector Q Date
Af time of permit application, I was advised the following data must be submitted prior to permit processing And/or issuance:
DATE RECEIVED ' '. APPROVED
1 .
All items have been submitted . .....................................
2.
Plot plans in duplicate/triplicate, signed by preparer of plans
3.
%
Complete plans in duplicate/triplicate, signed by preparer. of plans
4.
Complete engineered plans and calcs, with wet signature on plans
5.
Hazdrdous Material Form ........
6.
Energy Design Compliance and supporting documentation .........
7.
Statement of Intent for Non -Heated and AC Buildings ..............
8.
Engineered truss details and layout in duplicate (required prior to plan check)
9.
Mobilehome installation data including manufacturer's installation
instructions........................................................
10.
Fees of $ ........................
11.
Chico Urban Area fees paid ........................................
12.
Park fees paid .....................................................
13.
School District fees paid ..............
14.
Sanitation approval from Health Department
15.
City of Chico plumbing permit .....................................
16.
Plot plan and business license approval from,City of
(see C`1 y for other requirements)
17.
Planning approval for (A) Use:—(B) Parking: . ......
18.
Improvements may be required. Contact Land Development Section DPW
19.
Driveway permit (construction approval required prior to occupancy)
EteCAK,CA Pre-Inspec. request t
Aog� 20.
Pre -Inspection for required ...
Building Inspector
21.
Contractor's license. information, (No., Name Style, Classification)
—22.
Certificate of Workmar.)g Compensation Insurance ..................
23.
Owner -Build er Verification (Given to owner 0, Mail to owner 0)
—24.
Recorded copy of Agricultural Acknowledgment Statement .........
—25.
Letter of signature authorization ....................................
26.
27.
When
you issue the permit, procbss as follows: Mail to owner. —Mail to contractor.
Telephone and hold for pickup at —office. —Deliver
w/inspector.
Other
Applicant
Date 3-az4/1
Copy of Haz-Mat iorm sent —Health Dept. —Fire Dept. ---Air Pollution
Date
Copyofplanssent ___HealthDept. _____FireDept- —Other— Date
By
The following
data must be submitted prior to permit issuance: (Circle new item not
checked above).
1. Index
permit for above items No.
2. Additional items required:
Contractor,
designer, owner, was advised of above required data by—phone--Mail—cdunter by
..date
Contractor, designer, owner, was advised of above required data by—phone—mall—counter by—
date
Plans
checked by Date Plans approved by
Date
—Sets
of plans on hold in —File cabinet _AP folder
Copy—DPW
TYPE OF WO - RK I I
New C] Addition [] Remode,E] utiiitie Installation[] Other
Describe work: 1144t�l edweie fin,
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification.
1, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
1, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
I am exempt under Sec.-, Business and Professions Code
for this reason
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
F� The permit is for $100.00 (valuation) or less.
C] I have placed on file with the County of Butte Building Department
a Cemificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -insure.
I shall not employ any person in any manner so as to become subjecl
to the W. C. laws of California.
Notice to Applicant: if after making this statement, should you become sub ec
to the W. C. provisions of the Labor Code, you must forthwith comply with suct
provisions or this permit shall be deemed revoked.
I S W
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County ot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnity and keep harmless the County of Butte against
all liabilities, judgments. costs, and expenses which may in any way accrue
against said County in consequence of the granting of this permit.
X Date -
Signature of Applicant — Owner 0 Contractor f Agent M
An OSHA permit is rTuirad for excavations over 5*0" deep and demolition or construct-
ion of structures over stories in height.
Contractor
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541
APPLICATION AND PERMIT
PERMIT NO.
.SSESSOR PARCEI-'NUMB.R
1(0
N
-1/ () I
- BUILDING PERMIT
10 .00
)WNER
a i ( I S TO t13 e_
ain service F -A. ADO -L 100 AMP
TR(;rjf*y 6_5
SO. FT. OCC. BUILDING VALUATION
NEW CONST. DWELLING OC CUP*ai)
OR ADONS * ( ACC. SLOGS.
2'/2Csqft
)WNER'S MAILING ADDRESS
C-AIST741
2.50 ea
(POWER APPARATUS &I
SINGLE OUTLET CIR.
:ONT,JACTQR* A M I-
�J ko �aT
ONE
0
.2AL0,95300eq
FIXED AP LNS. OR
Ex. Occup. 0 UTLETSP(RE SIC.) E A.)
2.00
-ONTRACTOR'5 M^I%_tNG ADORES3
Fireplace
Mobile Home Facilities
CONSTRUCTION LENDER
UNKNOWN
Total Valuation is
/5,00
-Misc.
p gE— �gA,5 p Jo-KeW
Filing Fee S
'0.00
LENDER'S MAILING ADDRESS
$
Per -ii! Fee
$
ARCHITFCT OR
MECHANICAL PERMIT
ICENSE PJO.
Plan Che-::1-ing Fee
$
Energy Plan Checking Fee $
ARCHITECT OR ENGINEER'S MAILING AOCRESS
Penalty
$
SUILDING AOCIRES3ijUJA�:e
9C
�c�LJA( _t4 39 1
Permit fee
$
PLUMBING PERMIT FilingFee 10.00
Each Trap
2.00
Permit Fee
$
Solar or heat pump water heater
20-00
LOT NO.
SUBOI VISION NAME
PARCEL MAP
1
Water piping
5.00
Each qas water heater or vent
5.00
USE OF STRUCTURE
S F),(, OuplexF� MobilehomeF Other SPECIFY
as piping . system 1 - 5 outlets
5.00
Building sewer
5.00
Mobile Ho - me S I G I W
10.00 ea
TYPE OF WO - RK I I
New C] Addition [] Remode,E] utiiitie Installation[] Other
Describe work: 1144t�l edweie fin,
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification.
1, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
1, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
I am exempt under Sec.-, Business and Professions Code
for this reason
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
F� The permit is for $100.00 (valuation) or less.
C] I have placed on file with the County of Butte Building Department
a Cemificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -insure.
I shall not employ any person in any manner so as to become subjecl
to the W. C. laws of California.
Notice to Applicant: if after making this statement, should you become sub ec
to the W. C. provisions of the Labor Code, you must forthwith comply with suct
provisions or this permit shall be deemed revoked.
I S W
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County ot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnity and keep harmless the County of Butte against
all liabilities, judgments. costs, and expenses which may in any way accrue
against said County in consequence of the granting of this permit.
X Date -
Signature of Applicant — Owner 0 Contractor f Agent M
An OSHA permit is rTuirad for excavations over 5*0" deep and demolition or construct-
ion of structures over stories in height.
Contractor
ELECTRICAL PERMIT
JFilingFeel
10.00
600V OR LF -55
main service 100 AMP OR LESS
10 .00
ain service F -A. ADO -L 100 AMP
2.50
NEW CONST. DWELLING OC CUP*ai)
OR ADONS * ( ACC. SLOGS.
2'/2Csqft
LF
—NEW CONSTRE -WULTI_.UT _T
.0..RES... BRANCH CIRCUITS)
2.50 ea
(POWER APPARATUS &I
SINGLE OUTLET CIR.
Ex. OCCUP(OUTLETS OR FIXTURES
0
.2AL0,95300eq
FIXED AP LNS. OR
Ex. Occup. 0 UTLETSP(RE SIC.) E A.)
2.00
Temporary service
10.00
Mobile Home Facilities
15.00
.
Wiring
15.00
/5,00
-Misc.
p gE— �gA,5 p Jo-KeW
/5-00
Permit Fee
$
Contractor
MECHANICAL PERMIT
FilingFee 1
10-00
)00
Heating
Cooling
Hood
3.00
Ventilation
7
Permit Fee
$
---Contractor
Mobile Home Installation Fee
$
Rarpint Nn
W"ITX-O.P.W.. YELLOW-ASSf330R, Pimg-INSPECTOR. GOLDENROD-APPLI CANT
tnergy inspection t-ee
OCC I CONST TYPE I
HAZ
TOTAL FEE $
SCHL i FLO I COF
'451
50.00
PAR i PO li HO.TIS—SUE
Th:s permit is hereby issued unaer tne applicable provi-
sions or the Butte County Code and/or resolutions to do
work indicated above for which fees have been paid.
DIRECTOR OF PUBLIC WORKS
By Date
PERMIT EXPIRES Date
COUNTY OF BUTTE - Departw-Ont of Public Works
7 County Center Drive,'Oroville, CA 95965 Phone: 916-538-7541
OWNER -BUILDER VERIFICATION
Attention Property Owner:
An "owner -builder" building permit has been applied for in your name and bearing
your signature.
Please complete and return this information at your earliest opportunity to avoid
unnecessary delay in processing and issuing your building permit. No building permit
will be issued until this verification is received.
1. 1 personally plan to provide the major labor and materials for construction of
the proposed property improvement (yes or no)
2. 1 (have/have not) haile, signed an application for a building permit
for the proposed work.
3. 1 have contracted with the following person (.firm) to provide the proposed
construction:
Name
Address City
Phone Contractors License No.
4. 1 plan to provide portions of this work', but I have hired the following person
to coordinate, supervise, and provide the major work:
Name
Address City
Phone Contractors License No.
5. 1 will provide some of the work but I have contracted (hired) the following
persons to provide the work indicated:
Name Address . Phone Type of Work
Signed:
Property Owner
Social Securit N mber
Date ?-.201/
NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and
19832 of the California Health and Safety Code.
This verification must be completed and returned to our office before we are per-
mitted to issue the permit.
PRE -INSPECTION
OWNER:
LOCATION: Soz
'o A. P. #-29 -Z(l
k I
ZONING_/-I-�/O
DATE 3 -2 0-'//
CONTRACTOR:
PRE -INSPECTION FOR: 671ec lie, ?-.f / S-eeoce- I—.- h6me OUO)et
/,A,4 /�V -tb eole-
DATE TO INSPECTOR
PERMIT H ISTORY: NONE Q�r AS FOLLOWS: A 6- ����z Anezy_l
TYPE OF OCCUPANCY 0 US -0-0 F
FIELD - INFORMATION
BUILDING USAGE:
TENNANT:
Ea --a cCUPIED E�r HAS ELECTRIC ���_S__6AS SANITATION FACILITIES
E]-HfATED-COOLED PERSON CONTACTED
OTHER COMMENTS:
ACTION R OMMENDED:
ISSUE E::] HOLD FOR
E=
OTHER:
11-M
DATE 3- 2- "" -
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Oroville, California 9�965 - Telephone 916/534-4541
AGRICULTURAL BUILDING EXEMPTION PERMIT
PERMIT NO
4 �(!::' —
Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to
house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not
be a place of human habitation or a place of employment where agricultural products are processed, treated,
or packaged, nor shall it be a place used by the public.
ASSESSPR PARCEL NO.
1,7 9- o2 -
ZONING
I-ILI)
-JV
OWNER
Stan&
P'O 0
1.
—A),
OW)9R'S &PDRESS/I
/99, Z�
, . ( ') I CIA W
-an 'X
LOCATION OF BUILD
V ir-� Vale
USE OF BY-JLDING
S fiO
�D VA I yy VLA4 .0
SIZE OF STRUCTURE V
X 9
SO. FT.
/fl r.V
TYPE OF CONSTRUCTION:
WOODFRAME—STEEL CONCRETE— OTHER (Specify)
TYPEOFSIDING
ROOF COVER�",
FLOOrYPE
_
ESTIMATED COST OF CONSTRUCTION
$
AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County
Ordinances as follows -
FRONT
REAR
AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields.
AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet
from a mobilehome, and 23 feet from a commercial building.
AG Buildings greaterthan 1000 sq. ft. in floorareashall be located a minimum of 23 feet from a residence and
a mobilehome, and 40 feet from a commercial building.
I declare under penalty of perjury that the building will be used as stated above and the proposed use
conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will
contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to
comply with the requirements in effect at that time and before occupancy.
A"
Date 111J0 Signature of Owner
Permit Fee - $25.00 The above described AG Building is exempt from a building permit.
Receipt No. Director of Public Works
By Date
White - DPW, Yellow - Assessor, Pink - B. L, Goldenrod - Applirant
COUNTY OF BUTTE DEPARTMENT FoPU.,.BLIC WORKS - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFOR'NIA 95965 - TELEPHONE: 916/534-4541
PERMIT APPUCA. 'N"DATA SHEET
Permit No.
OWNER P. N o,
AO Inspe,
Proposed Building Use ctor_2�� Date
At time of pplication, I was advised the following data must be submitted prior to permit processing
,ermit a
=andJor 1 fj DATE RECEIVED APPROVED
1 . All items have been submitted. . . . . . . . . . .
2. P,Iot plans I I n duplicate./triplicate, signed by preparer of plans.
3. Complete p! ans in duplicate./triplicate, signed by preparer of plans.
4. Complete engineered plans and calcs, with wet signature on plans.
5. Plans with Energy Design Compliance Statement.
6. CUSD ''Fees Paid'' Stamp on Floor Plan . . . . . . . .
7 Statement of Intent for Non -Heated and AC Buildings.
8. Fees of $ . . . . . . . . .
9. Letter of signature authorization . . . . . . . . . . .
10. Sanitation approval from Health Dept. . .
11. PlAnning approval for (A) Use:—(B) Parking:— .
12. Certificate of Workmen's Compensation Insurance . . . . . .
13. Contractor's License Information (no., name style, classif.)
14. Owner -Builder Verification (Given to ownerEl, Mai I to ownerE]
—15. Improvements may be required . . . . . . . . . . . .
16. Mobilehome Installation Data. . . . . . . . . . . .
Pre-Inspec. request to (Date)
17. Pre -Inspection for Required- Building in s pector
18. Recorded copy of Agricultural Acknowledgment Statement.
19. Driveway Permit.
—20. Plot plan approval from city of
—.21.
—22.
When you issue the permit, process as follows: _7N ail to owner, —Mail to contractor.
—Telephone and hold for pickup at—off ice, —Deliver w/inspector.
Other
Applicant Date 47
Copy of plans sent — Health Dept., —Fire Dept., — Other Date
The following data must be submitted prior to permit issuance: (Circle new item not checked above).
1. Index permit for above items No.
2. Additional items required:
Contractor, designer, owner, was advised of above required data by—phone---mal I —counter by— date
Contractor, designer, owner, was advised of above required d ta by —phone —ma I I —counter by— date
Plans checked by Date lans approved by Date
Sets of plans on hold in
Copy—DPW
File cabinet AP folder
— Flours: 10:00 a.m. - 3:00 p.m.