HomeMy WebLinkAbout047-680-01504 00- 163
RITCHIE 40MES
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CONTR: OWNER
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NEW SINGLE FAMI ,Y (LOT 15)
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047-680-015 01-0740
STOFFEL, DEBRA
13834 WINDSAP CT. CHICO
CONT: THRUMAN CON TRUCTIO
DETACHEDGARAGE
047-680.015 02-1699%
KEENAN, MARK INALVD
13834 WINESAPCT.,CHICO %
CONT: CAREFREE POOLS
POOL
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Mark Keenan the owner of the property located at 13834 Winesap Ct Chico CA, 95973, Give permission
to my son Drew Keenan to obtain a copy of the site plan of this property.
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A 00-163
PERMIT NO...
RITCHIE HOMES
383 UJ, s�6,�
CONTR'. OWNER
NEW SINGLE PA!':•!IL.Y (LUT 15)
I
OFFICE COPY
Address
GAS
i Meter 73, y Date
ELECTRIC '
Meter By: Date
'1Z
—616
a 1
06
11 SPECIAL CONDITIONS 11
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION -ITEMS
VERIFY .
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
OFFICE COPY
Address
GAS _
k Meter By Date a
I ELECTRIC
Meter By
JOB FINALED (Date)n Z
1,
Signature
,d
CHECKED
BY
COUNTY OF BUTTE
* BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
(-X) / 63l
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
Date Inspecto(/�
REV 10/92
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L(D7 15
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NEIL O. ANDERSON• & ASSOC., INC. .
Pti - ENGINEERING 22 N. Houston iane
Lodi, California 95240
Lodi(209)367-3701
d
JS O Gia Stockton (209)472-1091
FAX (209) 333-8303
Project Name
Job Number
Street.
Permit Numbe
Client
Technician
Insp Dat
Insp Time
• r
Contact
Project Phone #
Caller Name
:_ _ .__ _ ._ . *****CLAY INSPECTION***** -- __ - -. _ _ :_.__ _ .- .
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9
LOCATION OR LOT NUMBER
PRESATURATION
CLAYS PRESENT
PASS
FAIL
YES
NO
L
3 I s ., *D
3
3
i
}
i
ADDITIONAL INFORMATION- (Use back of this form) YES
SPECIAL INSTRUCTIONS
NO
I'uVl .SF vId°
.�''r'f { {-.� c:. r /G'y a''i CSC .•-8 r � to an.....*.._.,� �•
C%tc- r ".f .A �°'.
j�e V� e' r. ��c� y.. ^ C?Y}
i
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TIME: hours TRAVEL TIME: hours
MILEAGE: miles
Technician's signature:
[TOTAL:
(TOTAL:
hrs at $ /hr]
mi at c -/mil
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9
LOERKE INSULATION CO., INC..,_ . ,,INSULATION CERTIFICATE
Chico
Number and Str6-e-tCity
Autumn Park Lot 15
County Subdivision Lot Number
DESCRIPTION OF INSTALLATION
1. ROOF
Material
Thickness (inches
2. CEILING
Batt or Blanket Typee l sBa is
Thickness (inches) 13"
Loose Fill Type Fiberglass
Brand Name
Thermal Resistance (R -Value)
Brand Name Johns Manville
Thermal Resistance (R -Value)
Brand Name Johns Manville
R38
Contractor/s min. installed weight/ft sq. .659 Ib. Minimum Thickness 16.25" inches.
Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38
3. EXTERIOR WALL
Material _FiberalassBalts
Thickness (inches) 3.5"
4. RAISED FLOOR
Material _EibelgLassl3_atts
Thickness (inches.)
5. SLAB FLOOR / PERIMETER
Material
Thickness -
Perimeter Insulation Depth (inches)
6. FOUNDATION WALL
Material
t
Thickness (inches
DECLARATION
Brand Name J9hns_MaaYille
Thermal Resistance (R -Value) R13
Brand Name JQhns_ManviIle
Thermal Resistance (R -Value)
Brand Name
Thermal Resistance (R -Value)
Brand Name
Thermal Resistance (R -Value)
I hereby certify that the above insulation was installed in the building at the above location in conformance
with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of
Regulations) as indicated on the Certificate of compliance, where applicable.
C.L.#499150 13'r
Item #s n ure, Date
Item #s Signature, Date
Item #s Signature, Date
LOERKE INSULATION CO., INC.
Installing Subcontractor (Co. Name) Or
General Contractor (Co. Name) Or Owner
Installing Subcont � ctor_ (Co. Nm
ae) Or
General Contractor Co. Name Or Owner
Installing Subcont � ctor_ {Co. j ame) Or
General Contractor Co. Name Or Owner
■ Quality Truss Design
■ Roof & Floor Systems
(800) 678-0112
(530) 893-0112,o FAX (530) 893-0140
89 Loren Avenue
Chico, CA 95928-7434
Customer:
Address:
AP#:
Job No: _
Alpine Engineered Products, Inc.
Christian W. Chappell
8351 Rovana Circle
Sacramento, CA 95828-2522
(916) 387-0116
Timber Products Inspection, Inc.
P.O. Box 20455
Portland, OR 97220
(503) 254-0204
(REPAIR - T13 41'8*)
REINFORCE TRUSS FOR NEW BEARING LOCATION.
REPAIR PROCEDURE
------------------------------------------
c-C1) REMOVE LOAD FROM TRUSS.
') ADD PLYWOOD GUSSETS AS SPECIFIED.
Q )) RE -LOAD TRUSS.
I(P) 1/2' PLYWOOD OR 7/16' OSB GUSSETS: APA RATED 24/16 SHEATHING,
cvEXP-1, CULLED OF SURFACE DEFECTS IF SMALLER THAN 24' SQUARE.
NAIL ONE GUSSET TO EACH FACE OF TRUSS, THROUGH ALL CHORD AND
�• WEB MEMBERS, WITH 6d COMMON WIRE NAILS TO ALTERNATE FACES,
C=; SPACE NAILS NO CLOSER THAN 2' O/C AND STAGGER ROWS TO PREVENT
z SPLITS. CIRCLES INDICATE MINIMUM QUANTITY OF NAILS EACH FACE.
E-»
v
0
ra
0
A
W
a
z (P)12"X12" va
YZ3 (E) W4X4
Z
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS HFR
(E)ORIGINAL PLATE MUST REMAIN UNDISTURBED.
EDGE DISTANCE, END DISTANCE AND SPACING FOR NAILS
SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD.
NOTE: SEE DRAWING CAUSR427 99055019 FOR LUMBER, PLATES, AND
OTHER DATA NOT SHOWN HERE,
AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE
TRUSS" MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE
COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS.
•4
s
44--
±1'.-A
4 -- -0-0
I
W
_ i
W 2L °0 4-0-0--J
LIE z
a20-8-0 20-8-0
Q 4-3-8 8-8-8 8-8-8 19-7-8
I 41-4-0 Over 2 Supports
R-1631 W-3.5'
R-1201 W=3.5'
N
CT3
�.; PLT TYP. Wave TPI 95 R Desi n Criteria: TPI STD 19 CA - 1 - - R F Scal — 1875'
i
O
O
O
N
CIJ
V1.
W
N
,.
ALPINE
�"
WARNING • TRUSSES REQUIRE EXTREME CARE 11 FABRICATT OY, NANDL[BD, SN1PI)A6, IASTALl1YG AMD
BRACIRS. REFER TO BIB•9l (HANDLING usTAUINB AND BRACING), PUBLISBED BY TPI (TRUSS PLATE
INSTITOTE, SOS D'OlOfA10 DR„ SO 17CIQ 0, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FURCT IONS. UNLESS OTHERWISE INDICATED• TOP CHORD SMALL HAVE FROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SMALL RAVE A PROPERLY ATTACHED 41610 CEILING.
••IMPORTANT•• FURBISH A COPY OF TM IS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGIREEAEO
PRODUCTS, INC. SMALL l0T OE RESPONSIBLE FOA ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO
BUILD THE TRUSSES 11 COAFORNANCE WITH TPI: DR FABRICATING. HANDLING. SNIPPING, INSTALLING AND '
RlACT1G OF TROSS[S. TWIS DES16N COIfORMS WITH APPLICABLE PROD SIOIi OF MOS (NATIONAL DESIGN
SPECIF[GiIOA PtlpI,SHED BT TNI AMERICAN TDAEST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF EOGA ASTM A653 GRAD OALV, STEEL. EXCEPT AS ROTED. APPLY CONNECTORS TO
EACH FACE Of TRUSS. AND VALESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PEl
BESPONDRAWINSIBILITY160 •I. THE SOLELY FORSEAL 03 T E TRUSSIS ORAVIAG COMPONENT OESIONTES SHOWNeEPTATHE SRITABIOf 11TYONAL AND USE OFEAINQ Tall
COMPONENT FOR ANY PARTICULAR BUILOIN6 IS THE NESPONSIHILITY OF THE BIILOINS DESIGNER. PER
ANSI TPI 1.1905 SECTION E.
QFESB/p,� _ -
1^
TC LL 16.0 PSF
.TC DL 10.0 PSF
BC OL 7.0 PSF
B C L L 0.0 PSF
TOT, LD. 33,0 PSF
e F L.'
REF R427--26312
DATE 09/12/DD
DRW CAUSR127 00256001
CA -ENG PBC /CWC
SEAN - 14828
DU R . FAC. 1.25
FROM MD
SPACING 24.0"
IR - T14 41'
REINFORCE TRUSS FOR NEW BEARING LOCATION.
REPAIR PROCEDURE
-----------------
Ir,l) REMOVE LOAD FROM TRUSS.
2) ADD PLYWOOD GUSSETS AS SPECIFIED.
gm, -;3) RELOAD TRUSS.
(P) 1/2' PLYWOOD OR 7/16" OSB GUSSETS; APA RATED 24/16 SHEATHING,
EXP,1. CULLED OF SURFACE DEFECTS IF SMALLER THAN 24' SQUARE.
d, NAIL ONE GUSSET TO EACH FACE OF TRUSS, THROUGH ALL CHORD AND
-mr WEB MEMBERS, WITH 6d COMMON WIRE NAILS TO ALTERNATE FACES.
C= SPACE NAILS NO CLOSER THAN 2. O/C AND STAGGER ROWS TO PREVENT
z SPLITS. CIRCLES INDICATE MINIMUM QUANTITY OF NAILS EACH FACE,
ci3
E~
v
0
x'
cam.
Q
w
x
w
z (P)12"X12'
c� (E)W3X4
z
w
w 2-0-0
z 4-0-0--)
�- 20-8-0 20-8-0
4-3-8 8-8-8 8-8-8 19-7-8
I 41-4-0 Over 2 Supports
a=If.�T LJe'L A:-
rs.
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
- (E)ORIGINAL PLATE MUST REMAIN UNDISTURBED.
EDGE DISTANCE, END DISTANCE AND SPACING FOR NAILS
SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD.
NOTE: SEE DRAWING CAUSR427 99055020 FOR LUMBER, PLATES, AND
OTHER DATA NOT SHOWN HERE.
AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE
TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE
COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS.
M
c:; PLT TYP. Wave TPI -95 R Desi n Crlteria: TPI STD
••VARNI No— TRUSSES R(OBIBE ESTRENE CARE 11 FABRICATION, Ba
110, .r
P7
INSTALLING AND
C� - 1RACIH6. REFER TO RID -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
O INSTITUTE. 503 D'OIOFRIO DR., SUITE 200, MADISON. W1 S371f). FOR SAFETY PRACTICES PRIOR TO
C� /E RF0 DING THESE FUNCTIONS. UNLESS OTMERVISE INDICATED. TOP CHORD SMALL HAVE PROPER11 ATTACHED
w STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
**IMPORTANT --
PRODUCTS, INC. SMALL INOT SH ABE RESPONSIBLE
COPY Of "IS DroSRI6IANY THETO INSTALLATION
FROM RTHIS TDESIGN; AANYIEFAILUREIf00
-.N.... BUILD THE TRUSS[$ 11 CONFORMANCE VITA TPI: OR FABRICATING. MANGLING, SHIPPING, INSTALLING AND
ALPINE BRACING Of TRUSSES. THIS DESIGN C0IPoRMS VITA APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
IS. SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
K=3 CONNECTORS ARE MADE OF 206A ASTM ASS3 GRAD BALI. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TD
C13 EACH FACE Of TRUSS, AND UNLESS OTMERVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS ►E1
DRAWINGS 160 A-1. THE SEAL ON THIS DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL ERGIREERING
Alpine II,a pt�ar IBD RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TO( SUITABILITY AND USE OF THIS
SBAOTItl�10 CA an COMPONENT FOR ABY PARTICULAR BUILDING If THE RESPONSIBILITY OF THE BUILDING DESIGNER. PIB
AI'I PI 1.1995 S(LTION E.
R-1201 W-3.5'
CA/-/1/-/-/R/F
TC LL 16.0 PSF
TC DL 10.0 PSF
BC DL 7.0 PSF
8C LL 0.0 PSF
TOT.LD. 33.0 PSF
OUR,FAC. 1.25
SPACING 24.0"
4
I A-0-0
Scale-.1875'/Ft
REF R427--26312
DATE 09/12/00
DR W CAUSR427 00256002
CA -ENG PBC/CWC
SEAN - 14831
FROM MD
r
(REPAIR - T15 41'
REINFORCE TRUSS FOR NEW BEARING LOCATION.
REPAIR PROCEDURE
----------------------------------------------
b.l) REMOVE LOAD FROM TRUSS.
?) ADD PLYWOOD GUSSETS AS SPECIFIED.
3) RE -LOAD TRUSS.
I(P) 1/2' PLYWOOD OR 7/16' OSB GUSSETS: APA RATED 24/16 SHEATHING,
c -A EXP.1. CULLED OF SURFACE DEFECTS IF SMALLER THAN 24" SQUARE.
NAIL ONE GUSSET TO EACH FACE OF TRUSS, THROUGH ALL CHORD AND
WEB MEMBERS. WITH 6d COMMON WIRE NAILS TO ALTERNATE FACES.
SPACE NAILS NO CLOSER THAN 2" 0/C AND STAGGER ROWS TO PREVENT
z SPLITS. CIRCLES INDICATE MINIMUM QUANTITY OF NAILS EACH FACE.
H
v
ra
A
w
a
w
w
z (P)12"X12" S
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
(E)ORIGINAL PLATE MUST REMAIN UNDISTURBED.
EDGE DISTANCE, END DISTANCE AND SPACING FOR NAILS
SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD,
NOTE: SEE DRAWING CAUSR427 99055021 FOR LUMBER, PLATES, AND
OTHER DATA NOT SHOWN HERE.
AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE
TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE
COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS.
1
C-13 (E)W4X4
w
w 2lt 42�
z 4-0-0---J
_V_
20-8-0 gs 20-8-0
¢ 4-3-8 8-8-8 1 8-8-8 19-7-8
I 41-4-0 Over 2 Supports
R=1631 W-3.5'
R-1201 W-3.5"
cr-1 -
Cr, PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - - R F Scale - 1675" Ft
I
O
0
O
N
a
W
C/]
ALPINE
Up�Sa aE4 CA 95828ITM
'
YARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATIDN. NAMOl1M0, SHIPPING, 1RSTALLING AND
BRACING. REIER TO HID -91 (NANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUT[, SBI O'ONOFRIO OR,, SUITE 900, MADISON. WE SS)IP). FOA SAfEfY PRACTICES PRIOR TO
PElF0RN1A6 THESE FUNCTIONS. IYIEii OTHERWISE INDICATIO, TOP CHORD SHALL "ALE PROPERLY ATTACHED
STM AL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED 81010 CEILING.
•IMPORTANT C MALLFURNIA ACO►Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENSINEEREO
•PRODUCTS, INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DISISM: -ANY FAILURE TO
BUILD THE TRUSSES is CONFORMANCE WITH TPI: ON FABRICATING, HANDLING, SNIPPING, INSTALLING AND
ORACIIO OF TRUSSES, 7911 DESIGN COIf"HS WITH AV►LICASLE PROVISIONS Of NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED Of THE AMERICAN FOREST AND PAPER ASSOCIATIOA) AID TPI. ALPINE
1011ECTOSS ARE NADE OF 206A ASTM AOSS RRAO GALV. STEEL, EXCEPT AS NOTEO. APPLY CONMERORf TO
EACR FACE OF TRUSS. AND UNLESS OTHEANISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER
DRAW 'S160 A•1. i'ELY0 SEAL 0177175 O0.AY1N0 INDICATES ACCEPTANCE OF 110/FLL10RAL ENS111141N1
CON►DA[MTI►OAYANYLPARTICULARIBYIL0116 TRUSS OTNETN[SPOYSIBIIITT OF THE UUIlDIR6DESIGN SHOWN. THE ITY AMP 0E516NERSEPERF TNIf
10 0119 lF19PS SECTION 1.
�,9FEs3/0,
't
5 fr— w
TC LL 16.0 PSF
TC DL - 10.0 PSF
BC DL 7.0 PSF
BC LL 0.0 PSF
TOT.LD. 33.0 PSF
'
REF R427--26312 -
DATE 09/12/00
DRW CAUSR427 00256003
CA -ENG PBC/CWC
SEAN - 14833
DUR .FAC . 1.25
FROM MD
SPACING 24.0"
V= OK
1.
0 =•Not OK'
2.
= Not Applicable MOBILE HOMES
• = Not Ready
Gas; MH Test -Demand -Valve -Connector
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
5.
1. Zoning Requirements -Setbacks -Easements
6.
2. Soils; Special MH Support Sketch
7.
3. Sewer; Location -Test -Fall -C/O -Concrete
4. Water; Location -Test -Easement Needed (Sketch)
5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap; / /" L'ft.
/ P Nat. or/ /"L"H./ /'LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Gas; MH Test -Demand -Valve -Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Test -Fall -Flex Connector
6.
Water; MH Test -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
12.
Permanent Foundation Only; License Decal
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts- Bea ms- Rftrs.-Connectors
Shthg.-Frg-Bracing
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills -Anchors- Studs- Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Panelboards-Ins. to Main in Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
V= OK
0 = Not OK
- = Not Applicable =Not Ready RESIDENTIAL (Single & Duplex)
Date Underfloor (Plans) OK except #'s
1. n -Setbacks-Easements-Flood-Slope
gaigrSoil s-Elec. Grnd.-/ 1'�L/" Ftg. Depth
.fit a age;,Soils-Steel-Elec. Grnd.-/ P Fig. Depth
t es & Decks; Soils -Steel-/ P Ftg. Depth
Steel-Blockoi
;cial Anchors
e
Date
�$ ,�irf•Fireplace Ftg.-Steel
46.
S,,6W.V.;
Fall -Fitting -Test -2 Way C/O -Sewer Test
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 4
10.
UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
49.
11.
Water Pipe; Test -Anchors -Regulator -Service Test
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
12.
Electric Underground
52.
13.
Plenums & Ducts; Clearance -Material -Support -Ins.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
55.
15.
Access & Ventilation
Siding -Nailing Veneer
16.
Insulation
4L68.
Glazing Area -Glass Protection -Skylights -Plastic
rj-- G CV 111f9.
60.
Date
61.
Card B-1 Date Card B-1
Date
- C-0
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
17.
Water Htr.; Vent -Access -Combustion Air Baffle
18.
ater Pipe; Test & Anchor -Nail Protection
19.
D.W.V.; Test Fittings & Anchor -Nail Protection
'01;
21.
Shower Pan; Test, First Floor -Tub Access
Test Tub & Shower, Second Floor -Tub Access
22.
Gas Pipe; Sixe & Anchors
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
23.
Fixture & Transformer Clearance -Ins. Protection
24.
Elec. Receptacles Spacing -Lights & Switches at Doors
25.
Size Boxes & No. of Conductors Stapled
26.
Romex Installed Close to Edge of Studs & C.J.
27.
Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
28.
2 Appliance Circuits in Kitchen & Conductor Size GFI
29.
Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI
30.
Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al
Insulated Neutral O Yes O No
31.
Service -Riser Conductors & Ground Main Disconnect
32.
Equip. Clearances Panels-Motors-Mech. Equip.
33.
Clothes Closet Light -Shower Light -Spa Light
34.
Smoke Detector
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
35.
A.C. Ducts Insulation & Support
36.
Vent Fan, Exhaust above insulation
37.
Condensate Drain & Overflow, Size & Grade
38.
Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet
39.
Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
40.
Sits Proper Materials & Anchors
41.
Walls Studs -Nailing Spacing & Braces -Plates -Sound
42.
Bearing Walls over Girders & Floor Nailing
43.
Draft Stop in Walls (rat proof)
44.
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
45.
Headers & Beams -Size & Bearing
e
Date
FRAMING (Continued)
46.
Hangers -Post Caps -Anchors -Connectors
47.
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 4
48.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
49.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
50.
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
51.
Garage Fire Protection Framing
52.
Property Line Firewall & Openings
53.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
54.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
55.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
56.
Siding -Nailing Veneer
57.
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
4L68.
Glazing Area -Glass Protection -Skylights -Plastic
rj-- G CV 111f9.
60.
Shear Walls; Nailing -Bolts
Brace Interior/Exterior Wall Panels
61.
Insulation -Walls -Ceilings
62.
Infiltration -Walls -Windows
Date Card B-1 Date Card B-1
Date Card B-1/ Date Card B-1
Date NAL (Plans) OK except #'s
643"Exi,tteps-Door & Sidelight Protection -Landings
•S7 Srpalre Detector
ow'Furnace Air -Connector -
In raoe: Abd a Floor -Ducts -Mach. Protection
G.kLA Bath Fix & Tub Access -Spa
68. Elec. Trim 8 Subpanel, Breaker Sizes t La
69. Stairs ails -
epla r Stove, Clearance -Hearth
71 c tlets at Wood Panel, Int. & Ext.
7 d. Fi Applia Ground -Air Gap -Cooking Clearance _
7,3 a acles at Kit. Counter
75. A.C.-Otrct in
Lq,-4ffltr. Htr.; Vents CI . Air Connector-P.R.V.
in Garage; Ab. ch. Protection
77. Plb. WF& ch. E uip. ted for Location
rec. 5e0eptacles in Garage (F.F.I.)-Romex Protection
7 ulation-Foam-Looked in Attic
80. Guard Rails & Deck Construction -Post Caps
81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
82. Following Instld./Driv _ J No/Walks - No/Planters ] No
83. Stuc
84. S . lectrical-Plumbing
RD_4&nts_Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
mater Well, Disco nne tubing
87. Exter4or Elec. im, G.F.I. Rec era round
C89!Glass Protection
90. Corrections from Previous Inspections
91. Gas Test -Meters Tagged, Gas -Electric
92. Water & Sewer Connected -C/O to Grade -HD Approval
93. rgy Compliance Certificate -Other Certificates
Address Posted
Date Card B-1 Xte Card B-1
Date Card B- Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION I
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P RMIT yyo.
(Rev. 12/96). APPLICATION AND PERMIT f�CT
ASSESSOR PARC �lljfj/ 80-015
ZONING
BUILDING PERMIT
OWNER
HOMES
TELEPHR[I�TCHIE
893ONE
SO. FT. OCC. BUILDING VALUATION
2837 R3 153,198.
00-
OWNERS MAILING ADDRESS
3�89� A CONNORS CT, 95926
822 U 14,796.00
CONTRACTOR'S OWNE�R
TELEPHONE
377 C 4, 901.00
CONTRACTORS MAIUNG ADDRESS `
A
CONSTRUCTION LENDER
Fireplace
LENDER'S MAIUNG ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
f $ 20.00
Permit Fee
$ 902.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$ 23.00
BUILDING ADDRESS
13834 WINESAP CT ,CHICO
Energy Plan Checking Fee
$ 23.00
$
PERMIT FEE
S 968.00
LOT NO. 15
SUBDIVISION'S NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
Each Trap
11 7.00 91.00
USEOFSTRUCTURE
SF OX Duplex ❑ Mobilehome ❑ Other
SPECIFY
Solar or heat pump water heater
23.00
Water piping
15.00 15.00
Each gas water heater or vent
15.00 15.00
TYPE OF WORK
New [X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: L.RR MASTER 9]_(](12
Gas piping system 1 - 5 outlets
15.00 15.00
Building sewer
15.00 15.00
Mobile Home S G W
@20.00
SPRINKLER YARD
115.00
PERMIT FEE
$ 186.00
ELECTRICAL PERMIT
Fling Fee 20.00
R LESS
Main Service OA OR LESS
23.00 23.00
CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,I�R°�IOT
and my license iS I full force and effect.
License Class Lic. No. 5f I �%C/ 6
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
j$- I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
TO
Main Service To
200ALICENSED
46.00
NEW CONST. DWELLCCOOO
WEE OCUP.
OR ADDNS. ( a ACC. BLDS.
SO
3.50FT. 128.05
MU
' LTI-OUTICH LET
@7,50
POWER APPARATUS
S SINGLE OUTLET CIR.
Ex. Occup.OUTLET OR FDRURES
20 @ 1'50
BAL @ .so
Ex. Occup. ..FIXED
A� o °�
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring23.00
PERMIT FEE
$ 171. 0
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' cc p nsatio 'nsurance carrier and policy number are:
Carrier
! ' "7 -
Policy Number- cm
(The above sections not be completed if the permit is for work of a valuation
ee n
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the bor Code, I shall
forthwith comply with those provisions.
12
X Date -7
Signature of Applicant - ❑ Owner ❑ Contractor ❑ Age
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in height.
MECHANICAL PERMIT
Fling Fee 20.00
Heating 99-00
Cooling
Hood 6.50 50
Ventilation 450
PERMIT FEE $
Mobile Home Installation Fee $
Energy Inspection Fee
$ 46-00
Occ
CONST. TYPif E
EE $ 1452.05
EOTjLF
HAZ. FEES
CDF
PARCEL
PD
HD
ISSU
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indi a for ich.fees have been paid.
Q
�, O p�
By "`� � Arc/
PERMIT EXPIRES ON
Date
Receipt No. % Y d
WHITE-D.D.S.-B.D. CANARY-ASSESSO PINK -INSPECTOR GOLDENROD -APPLICANT
Hv
7 County Center Onve Oroville, California 95965 • Telephcne :5.301 538.75-i 1 PERMi7
/„R -o . APPLICATION AND PERMIT DD l63r/
�!AlIIO�PMCQNI11IKd
• � �� r. �
CONING
BUILDING PERMIT
•�w•'!p / 1���, `�i
b/
T[IOMON!
So. F-.0_C_C. _.----.._B-11L01NG_VALUATION//v2
aAL
n /i
t r
77 g, 0/0 ca
•7WNay �No� .Do�ess
C�J/:�dt`V�n% �7-M,4
.O NTRACT R'! N1U*
191s►gN9
;OWPWCT0117 YaalNO,ID01W
CON!rwacnom ldFi0O1
I
Fireplace 4
LENOeR.s YNUNo AooRaa
Total Valuation S -
""c” � oR �10°'a�
7ucslse No.
Filing Fee S 20.0
Permit Fee i 00
AACMMCr OR eNOINIMS Y,uua,00Ros
Plan Checking Fee SR 3W
s"LDiNOADOR�
U Ok .
1313S
��
Energy Plan Checking Fee = 2 C{J
S
PERMIT FEE
1°TND•
PLUMBING PERMIT Ring Fee 20.Oc
Each Trap 7.00 r p0
U8EOFSTRUCTURE
SF XDuplex ❑ Mobiilehome ❑ Other
amFill
Sobr or heat pump water heater 23.00
Water piping 15.00 yGf1
Each as water heater or vent 15.00 GU
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ LXNm ❑ InOW6110n ❑ Otha ❑
Describe Work: ( �j I (� ��/
/ �` co �
Gas piping system 1 - 5 outlets 15.00 p0
Building sewer 15.00
Mobile Home i S ! G W @20.00
/ A
�C fiC'�'l� J �
PERMIT FEE : 1166-160
ELECTRICAL PERMIT - I IRlIng-Feial 20.00
Main Service =9:1.18 s 2 3. 00GD
j
K1l
U1t1
l0 L7 • ®�
(/
Main Service aooA ro iowii E 48.00
C0/6T. OWEiL?IO OCCUR SO
on aDONs. � a acc. etas. 3.5¢cr. e5t,
YUITFO V ci /�
NON•RES1D. l:, 7.50
APPARATUS
.10= ovREr Cta
OUTLET OR FORVREB p It ''00 .
EX. OCCU SAL . :so
EX. Occup. OZ. (111e416. 1%. 1 1 5.00
Temporary Service 23.00
Mobile Home Facilities I 20.00
Misc. Wiring 23.00
PERMIT FEE! _ I 7Z,(/
MECHANICAL PERMIT Filing Fee 20.00
Heating a ,CIO
Cooling
Hood 8.50
Ventilation
i
PERMIT FEE: 1 S GO
Mobile Home Installation Fee I $
Energy Inspection Fee I = ,614
`
CO P` TOTAL. FEE $
$
J "Z. D. RPJ" iY/
B1UE
0 CO/ PIVVCL
I i
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By Date
PERMIT EXPIRES ON
DIr1/
1COUN,TY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVII.LE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
PE"IT APPLICATION DATA SHEET
OWNER: ASSESSOR PARCEL NUMBER: GG'%
Proposed B ding se: Building Inspector: 1&4Date:
At time of permit application, as advised the following data must be submitted prior to permit processing and/or issuance:
Date Received By
❑ 1. All items have been submitted --------------------------------------------------------------------------------------
0 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------
❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. -----------------------------------------------------
04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. --------
❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------
❑6. Energy Design Compliance and supporting documentation. ----------------------------------------------------
117. Statement of Intent for Non -Heated and A/C Buildings. ---------------------------------------------------------
❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------
❑9. M ufactured Home data and installation instructions including Tie Down Specifications .------------------
Feesof $-------------------------------------------------------------- ����--------
pact fees as shown on the attached schedule. ------------------------ --- ---------------------
California Department of Forestry plan approval/fees. -j- ;-,W------ P �P------- ------------
13 lood elevation certificate. ----------------------------------------------------------------------------------------
Sanitation and plot plan approval Health Department . -------------------------------------------
15. City of Chico plumbing permit. -----------------------------------------------------------------
❑ 16. Plot plan and business license approval from the City of Biggs. ----------------------
❑ 17. Planning approval for (A) Use: O I_ (B) Parking: _.
1118. Contact Land Development about ❑ Improvements, ❑ Drainage,-XLegal Parcel.
❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --
020. Pre -inspection for
required Request to Building Inspector on
❑21. Contractor's license information. (Number, Name Style, Classification).
El 22. Workers' Compensation carrier and policy number. -----------------------
❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -.
❑ 24. Letter of signature authorization. --------------------------------------------
025.
-------------------------------------------
❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------
❑26. Letter of intent on building use. ----------------------------------------------
027. Manufactured Home utility clearance. ---------------------------------------
❑ 28. Existing violations and/or expired permits. ---------------------------------
1129. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $
030. Other:
�'4�_
� f i
(Date)
WFelephone
uissue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor.
Ff'9 — Q/ 6 2 and hold for pickup at OK Q office. ❑ Deliver with inspector.
�yY.,�a�- � �- � . Z • CXR
U Applicant: Date: 7Z
Copy of Haz-Mat form sent ❑ Health Department, o Fire Department, ❑ Air Pollution Date: By:
Copy of plans sent ❑ Health Department, o Fire Departure t, ❑ Other: Date: By:
1. Index permit application for the above items numbered: ❑ Plan Check List
2. Additional items required:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: •
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisuilri counter, by D te:
Plans reviewed by: Date: Plans approved by: Date:
Sets of plans on hold in ❑ Plan Cabinet, o A.P. folder. Note transfer by: jVDate:
Vrllrnv (`nnv _ rlano•im Pn4 ..f rlo.,ol.......e..� Ce....:..,... D..:1.7:..
0
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
L
- .,. _ E.H. USE ONLY
Plot Plan Attached CS
Floor Plan Attache . e
Sant to B. -
Owner ILocation AP#
Plan Approved for: Sewage Disposal k Water Supply: Public Private Well 5e
Clearance for-dwe4k;.g. Other orw7 X,,)z
Hold final for:
Final clearance O.K. for:
NOTE:
Environmental Health Specialist
M
8/96
7-l��oa
Date
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
y�SCHEDULE OF FEES DUE
OWNER T61VI er AL1 %r A.P. #q7— o?- `
PROPOSED BUILDING USE 3F DATE �— l 'Cd
' RECEIPT # DATE REC
1. BUILDING PERMIT FEES
-- Balance Due ................ $
-- Additional Fees Due ........... $
-- Additional Fees Due ........... $
-- Revised Plan Checking Fee ....... $
SCHOOL DISTRICT FEES
aid at District Office) v (�
SHERIFF FEES (paid at Building Division)
R G' q
Residential ........ x $360.00 = $ ��� '
Units
Commercial (sq.ft.)... x $0.03 = $
Sq.Ft.
4. URBAN AREA FEES (paid at Building Division)
Residential (per unit) . x : = $
#Units Amt.
/mercial (sq.ft.) .. x =$
Sq.Ft. Amt.
CREATION DISTRICT FEES (paid at District Office)
6. THERMALITO DRAINAGE DISTRICT FEES
0.00 (paid at Building Division)
A
7. S FIRE INSPECTION AND PLAN CHECK
$89.00 (paid at Building Division) `
8. WATER TENDER FEES (Battalion # )
$200.00 (paid at Building Division)
M�iCSA 87 TRAFFIC FEE $2500.00 (paid at Building Division)
10. OTHER
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 fora protest are specified in Government Code Section 66020(a).
Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97)
School District
A.P. Number
Property Owner
Property Location/Ac
Subdivision
'w
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
Gh I co C Building Department No.
0117 a6o ^0/5 Jurisdiction: City ®'County
A(A J m Al Par Lot No. �j %
..................................................................................................................
Residential Development ® [ Sq. Footage 993:2
No of Living Mobile Home Addition/ 'Supplemental to (Group R)
Units Installation Conversion Permit #
'(No foundation inspection):
i...................................................................................................................
Commercial/Industrial
New ddifioi
Buildin Department Representative � „�
moor rians reviewea oy acnooi uistnct rersonneo
Sq. Footage
(Including Exterior
Roofed Areas)
Date
District Identification No.
ck 1 co )n l f lej School District certifies that 01 "IC 1:6WV-0 s
(Applicant)
(Street Address) (Phone Number)
(City)
has complied with the requirements of Resolution No.
representing 19 31 square feet.
School District Representative
Paid by Check # Remarks:
(State) (Zip Code)
-0 0 by payment of $
AB 2926 $
FULL MITIGATION $
Date
Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with
Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the imposition of the fees in any court action.
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is
notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA),
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) feeform.xls (10/98)dmm
� _0���� a.:...4.v. ,...j0v _w. .; .. .�_.. .. ..eix�'}, :esy. i � �� .w• .f}R'�'+F�•�'°"`7'T 71""rw»:. .�.. ey;,� \
i�'i "'�' �``�" �fi ' �4rr•,k+.1r"a+.iriwil:ipro•sv..r.I�—�--rikmgr`,•a�ri•}v.�.�,�'17P1`}k+'+�(�t'if+.'r' ,fj�'�h.�' fd►�il.. ^.►w7.ftr 'l.:._.
1 . 9 ,-••-,; - � ��; moi' � 'y .
•, - BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM
CHICO AREA RECREATION AND PARK DISTRICT
i
Assessor Parcel Number(s)OV7 .-a60- Q/S
Property .Owners
Project Location/Address �p np Cq
Subdivision A) WA at L Lot Number(s) L5
Residential Development: (check•rone)
X New Development _Alteration/Addition _Mobilehome(s) _Non -Residential
to Residential
" Total Number of Dwelling Units
Comment:
A
ding Department ,R'eprep,4ntative
2- _C0
Date
Chico Area Recreation and Park District(CARD) certifies that
licant Name
M_ Q U1
Street Address)
(City
State)
-13-Ell x
Phone Number)
Zip Code
has complied with the requirements of'Butte Co. Resolution No. 90-140 by
V0
payment for dwelling units @ $1,189 for total payment of $ 'l,?y
CARD Representative
PAID BY CHECK NO.QREMARKS:
BANK NO. O -' aoa - I
PAID BY CASH
RECEIPT NO.
Distribution: White --Applicant
Pink --CARD
0
park!fee (form revised 11/90)
_ r
08/04/60 #0277 0456M, XXXTGTA� 1189.L�;
Yellow --Butte Co. Building Dept.
Goldenrod --City of Chico Building Dept.
. I
�Aa4f)r
{��res��u.ra-b e
�� red
ALL' STRUCTS 77.7 INCLUDING
0 -
VE.
its.
A SET 7 DE AND
S �Jkl I BE
CLFAA OF ECUO 9-.ZqT EXCEPT
FORA 2 fpq�O�)Vii "AN
C-ou 4—
Lol.
11
"a
v-s
1,21Y
J ions
ons
'2
SEPTIC
jYSTEH PMf?,
bUT-rP- C-0,
H F -AL rH o�_ff.
N � � �! ,� �,FL ��`I `lam
be -
141C, ale 'fo.:�
Aiu�Hiira,--T
� tz io U H w, c W Co, cA
C)l 5-7 I
-.,44 &a I ,d
LoT 1519DINGi
AUTQ_Mf-4, IDA tz-,Ie--. '=ILJ.UDlv-lA_lPPF
. .. . I 110NA15S I
p -I -TcH I r-- 4cMES OkL I F.
L
? ✓=
4
CDF FIRE SAFE REQUIREMENTS
Ar44.4
41'" �Lo "/ ( , 3 / 4.1,,�_
AP# PERMIT # NAME
Under authority of PRC 4290, the following checked items are required
by the Butte County Fire Department and are made a part of this permit.
These requirements are minimums and will be superseded by Butte County.
local 'regulations which equal or exceed these standards: Field
inspections will be made by the Butte County Building -Department for
compliance.
1272.00 Maintenance of Defensible Space. To ensure continued
maintenance of properties in conformance with these
standards and measures and to assure continued avail-
ability, access and utilization of the defensible space
provided for in these standards, annual maintenance
must be provide for by the land owner.
Driveway Standards
1273.02 ..Su-rface..,,Al,l,dr.ivewa -,surf.aces_and_structures,....(.bridges,,
1273.07 culverts and other app.-,rteaant structures which supple-
ment the roadway bed er shoulders) shall provide unob-
structed access to conventional drive vehicles, includ-
ing sedans and fire apparatus weighing up to 40,000
pounds.
[ 1273.03 Grade. Not to exceed 16 percent unless paved.
1273.04 Driveway Radius
1. No roadway shall have a horizontal inside radius of
curvature of less than 50 feet and additional sur-
face width of 4 feet.shall be added to curves of 50-
100 feet radius; 2 feet. to* those from 100-200 feet.
( 2. The length of vertical curves in roadways exclusive
of gutters, ditches and drainage structures.designed
to hold or divert water shall be not less than 100
feet.
[�. 1273.05 Turnarounds. If required, will have a minimum turning
radius of 40 feet from the center of the road.
1273.05 Turnouts. Shall.be a minimum. of 10 feet wide and 30
feet long with a minimum 25 foot taper on each end.
[� 1270.10 Width. All driveways shall provide a minimum 10 foot
traffic lane and unobstructed vertical clearance of 15
feet along its entire length.
Page 1 of 1-,
AP # PERMIT # NAME
[ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but
less than 8.00 feet in length, shall provide a turnout
near the midpoint of the driveway. Where a driveway
exceeds 800 feet,.turnouts shall be provided no more
than 400 feet apart.
[�] 1273.10 Turnaround. A turnaround shall be provided at all
building sites on driveways over 300 feet in length and
shall be within 50 feet of the.building.
1273.11 Gates
[ 1. _Gate entrances shall be at least two feet wider than
the roadway it serves.
[ 2. The gates must be located at least 30 feet from the
roadway and shall open to allow a vehicle to stop
without obstructing traffic on that roadway.
[ ] 3 . Where4 awone,-,way--road,wwi•t•h--,a—s-ng.l.e�-.t:raf fi.c,-la-ne---
provides entrance, a 50 foot turning radius shall be
used.
Fuel Modification
1276.01 Setback for Structure,Defensible Space.
[,] 1. All parvels 1 acre azzd larger shall.provide a mini-
mum 30 foot setback for buildings and accessory
buildings from ull property lines and/or the center
of the road.
(�] 2. For parcels less than 1 acre, local jurisdiction
shall provide for the same_ practical effect. See
Other Requiremehts below.
[� 1276.02 Disposal of Vegetation and Fuels.. Disposal, including
chipping, burying, burning or removal to a landfill site
approved by the local jurisdiction, of flammable
vegetation and fuels caused by site development and
construction, road and driveway construction and fuel
modification shall be completed prior to completion of
road construction �r f_ial inspection of a building
permit.
Page.2 of 3
AP # PERMIT # NAME
other Requirements
[ ] If Building Setback is 15 to 30 Feet:
- Class A or B roof
- Enclosed eaves
[ ] If Buildina Setback is Less Than 15 Feet.
Choose any 3 .of the following:
- Metal or no doors on side toward property line with insuffi-
cient setback
- Class A or B roof with enclosed eaves
- Interior automatic sprinkler system per NFPA 13D
- Glass area not -to exceed "_0% of wall area toward property
line with insufficient setback
- Siding from the following list:
Stucco - 3 coat
Hardi-Board or Plank
Masonry
V—Masonry¢=v_ eneer,. —* ,. ,-. t-
Metal
Other Butte Cou�ty Fire Department approved materials
Date Signature
Page .3 of 3
APPROVED I
®uttr :^ounty +—
Environ, -ioAlth
�o•e�
6- rz-CLj o ►Z:f - r M' 7 z
i;c75 Iz Io UNto, CpICO, cA
57 I
�SEPTIG
SYSTEM PSK
potJTT� Go.
�a
o�
Cup
1N
I11,� X0,01 Environmental Health
U I.. 1 2 2000
Chico, California
L07 15
AU TU MN , I�r't IZ:I� SUpIVl51 O1�
p I -Tc.H I �' F} 'M ES---------------
LoT
•
ER
NEIL O. ANDERSON & ASSOCIATES, INC.
GEOTECHNICAL • ENVIRONMENTAL • GROUNDWATER • INSPECTIONS • TESTING • LABORATORY SERVICES
CORPORATE OFFICE
SACRAMENTO OFFICE
22 Houston Lane
4229 Northgate Boulevard, Suite 3
CMCO (530) 891-6304 Lodi, California 95240
Sacramento, California 95834
STOCKTON (209) 472-1091 (209) 367-3701
(916) 929-9267
RANCHO CORDOVA (916) 6314455 FAR: (209) 333-8303
FAX: (916) 929-9269
August 17, 2000.
Job Number 99-032 ?i [l1 ;!'[ _'�� i' ]
Off
Mr. Rocko Ritchie
Ritchie Homes
389-A Connors Court
Chico, CA 95926
Project: Autumn Park, Lot 15
13834 Winesap
Chico, California
CLAY PRESATURATIONOBSERVATION = =
Date
Representative
Time
Mileage
8-10-00
----------------
D. Wruck
5.25 hours
219 miles
SUMMARY OF SITE OBSERVATIONS:
Observed subject lot, expansive clays present. Moisture penetration adequate (18"). Okay to pour
concrete.
Based on this test finding, it is our opinion that this lot meets the requirements for special foundation
treatment. We, therefore, recommend that this lot be approved for construction.
We have employed accepted engineering and testing procedures. However, we do not undertake the
guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a
completed project conforming to the project plans and specifications.
NEIL O. ANDERSON & ASSOCIATES, INC.
Neil O. Anderson, President
Geotechnical Engineer 2245
NOA:bf [99-032 presat-d.wpd]
cc: Butte County Building Division
LONGFELLow LUMBER CO. INC.
■ Quality Truss Design
■ Roof & Floor Systems
(800) 678-0112
(530) 893-0112 9FAX (530) 893-0140
89 Loren Avenue
Chico, CA 95928-7434
Customer:J
ob No:
Address:
LbT l S
AP#: 7�� 4�
• ` c
i
Alpine Engineered Products, Inc.
Christian W. Chappell
8351 Rovana Circle
Sacramento, CA 95828-2522
(916) 387-0116
APPROVED•
Timber Products Inspg(- nc.
P.O. Box 20455 '"��
Portland, OR 97220 Ro VfFn
(503) 254-0204
(REPAIR - T13 41'
REINFORCE TRUSS FOR NEW BEARING LOCATION.
REPAIR PROCEDURE
------------
�1) REMOVE LOAD FROM TRUSS.
'.) ADD PLYWOOD GUSSETS AS SPECIFIED.
RE -LOAD TRUSS.
I(P) 1/2° PLYWOOD OR 7/16' OSB GUSSETS; APA RATED 24/16 SHEATHING,
EXP.1, CULLED OF SURFACE DEFECTS IF SMALLER THAN 24' SQUARE.
d NAIL ONE GUSSET TO EACH FACE OF TRUSS, THROUGH ALL CHORD AND
WEB MEMBERS. WITH 6d COMMON WIRE NAILS TO ALTERNATE FACES.
SPACE NAILS NO CLOSER THAN 2. 0/C AND STAGGER ROWS TO PREVENT
C=:; SPLITS. CIRCLES INDICATE MINIMUM QUANTITY OF NAILS EACH FACE.
cry
V
A
O
tx
a Al+
A'
W
a
k1 (P)12"X12• s
c5 (E) W4X4
z
W
4-0-0---J
z
THIS DUG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTFn nv TOIIcc Mco
(E)ORIGINAL PLATE MUST REMAIN UNDISTURBED.
EDGE DISTANCE, END DISTANCE AND SPACING FOR NAILS
SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD.
NOTE: SEE DRAWING CAUSR427 99055019 FOR LUMBER, PLATES, AND
OTHER DATA NOT SHOWN HERE.
AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE
TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE
COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS.
4-( R_
-T_B - Q D
�•
Q
0 -8-0
8
20-8-08
E
84-3-8
19-7-
1
I
41-4-0 Over 2 Supports
a*^N
R-1631 W-3.5°
off..R=12Q1;Id-3..5'
nI
Cr)
V E/fie
c:; PLT THP. Wave TPI -95 R Design Criteria: TPI STD
q
I
C
••WARNING•• TRUSSES REQUIRE [tiff ECM( Il ►ABR1CAii 01, HANDLING, fH IPP1 N6, If STALLING ANO
BRACING, AIMS TO BIB•SI (HANDLING INSTALIING AND BRACING), POBLISIED BY TPI (TRUSS PLATE
19
CA -
TC LL
1 - - R F Scale —.1875' Ft.
C�
O
INSTITITT(. SOS O'010FRIO Ot., SUITE 200, MADISON. M1 53710), VON SAFiTY PRACTICES PRIOR TO
PIRFOIIRIIG "IS' FUICTIOIS. UNLISS OTHERVISE INDICATED, TOP CHORD SNAIL HAVE PROPERLY ATTACHED
�11fESS/p,{�-
i(
16.0 PSF REF R427--26312
N
c_i
3 to.TURAL PANELS. OOTTON CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING.
••IMPORTANT•• FUIITSa A COPY OF THIS DESIGN TO THE IMSTALLATIOB CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL IOi IE RESPONSIBLE FOA
.TC DL
10.0 PSF DATE 09/12/00
All DEVIATION FROM THIS DESIGN; ANY FAILUI( TO
BUILD THE TRUSSES 11 CONFORMANCE WITH TPI: 01 FABRICATING,
BC DL
7:0 PSF DRW CAUSR427 00256001
A L P I N E
BUILD
HANDLING. SNIPPING. INSTALLING AND
Of TRUSSES._ TO IS DESIGN CONFORMS WITH APPLICABLE PAOTIS10Nf Of NDS (NATIONAL DESIGN
OOOiii
m
B C LL
SPECIFICATION By THE AND TAPPLYACONNECTOIS
CoINECTORSARE MADE Of0206A ASTIR A653AN FOREST AND 6R 0 GALT. STEEL`REXCEPTIASI
0.0 PSF CA -ENG PBC/CW---.—
C
cWn
AlploeEnBilleaTXI
PINI W tq,boc
CtSOMCM,95
NOTED. TO
EACH FACE OF TRUSS, AND WILESS OTHERWISE IOCAT(0 OI THIS DESIGN, POSITION CONNECTORS PFA
ORAYINGS 160 Aft. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN6INEU INC
AESPOWSiBTLITY SOIFIT FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SNITABILITY AND USE OF THIS
OHPOAli!/TPYP IT1f190BISECT70YC2LAt BUILDING IS THE AESPONS101L ITN OF THE BUILDING DESIGNER. DER
TOT. LD.
33,0 PSF SEON 14828
OUR. FAC.
1.25 FROM MD
SPACING
24.0"
(REPAIR - T14 41'
REINFORCE TRUSS FOR NEN BEARING LOCATION.
REPAIR PROCEDURE
LrAl) REMOVE LOAD FROM TRUSS.
2) ADD PLYWOOD GUSSETS AS SPECIFIED.
a 3) RE -LOAD TRUSS.
(P) 112EXP•1PLYWOD CULLEDOOFURFACEDEFECTSIFSMALLERTHANPA SOUARE.
NAIL ONE GUSSET TO EACH FACE OF TRUSS, THROUGH ALL CHORD AND
d' NEB MEMBERS, WITH 6d COMMON WIRE NAILS TO ALTERNATE FACES.
C= SPACE NAILS NO CLOSER THAN 2' O/C AND STAGGER ROWS TO PREVENT
z SPLITS. CIRCLES INDICATE MINIMUM QUANTITY OF NAILS EACH FACE,
E_
v
a
ca
a
a
A
W
IJ i
(P)121X12*
c7 (E)W3X4
z
w
W 2
z 4-0-0�
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
(E)ORIGINAL PLATE MUST REMAIN UNDISTURBED.
EDGE DISTANCE, END DISTANCE AND SPACING FOR NAILS
SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD.
NOTE: SEE DRAWING CAUSR427 99055020 FOR LUMBER, PLATES, AND
OTHER DATA NOT SHOWN HERE.
AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE
TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE
COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS.
s
4
a20 -B-0
4-3-8 20-8-0 DEP/ TUE ."
8-8-8 8-8-8 19-7-8
41-4-0 Over 2 Supports
R-1631 W=3.5"
o�.
R-1201 W-3.5'--
c.; PLT TYP. Wave TPI -95 R Oesi n Criteria: TPI STD 19 CA - 1 - - R F Scale — 1875" Ft
O
C=-
C=. O
CV
cli
V1.
W
CJ]
ALPINE
R 7RUSSES -IODINE EXTREME CARE 11 FABRICATION, HANDLING, SHIPPING. INSTALLING AID
• BRACING.
BRACT B6. 4EF[R TO MIO.OI (HANDLING INSTALLING AND BAACIBG). PUBLISHED pY T►I (TRUSS PLATE
INSTITUTE, S03 D'OROFRIO DR., SUITE 200, MADISON. W1 53719). FOR SAFETY PRACTICES PRIOR TD
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
**IMPORTANT-- FURNISH A COPY Of THIS DESIGN TO THE IN57ALIATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SMALL NOT BE RESPONSIBLE VON ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
RRACIMO OPTTAUSSLS!N COTHISMDESIGNIC0 1ORMS WITH APPLICABLE PROVISIONSTHIRUSSIS 1NFORANCIE MTI TPI: 04 FABRITING. HANDLING.SOF NOSB(NATIONALIDESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE XADI Of 206A ASTM A03 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERNISE LOCATED OM THIS DESIGN, POSITION CONNECTORS PER
DRAWIN63 160 A•1. THE SEAL ON THIS DNAYING INDICATES ACCEPTANCE
�E`roFO.ri.
�y
L't
'y
° u 5 r m
TC LL 16.0 PSF
TC DL 10.0 PSF
BC DL 7.0 PSF
BC LL 0.0 PSF
-TOT, LD , 33.0 PSF
REF R427--26312
DATE 09/12/00
DRW [AUSR427 00256002
CA -ENG PBC /CWC
SEAN - 14831
D UR
.FAC .
1.2
5
FROM MD
A1PI�tG Fd� Cn�I-.
$°EI'O'�
OF PROFESSIONAL ENGINEERING
tONPONENTSpo S.I/OA AITL►ARTICOlA0.EBU[101NGTRUSS 01f TNETRESPOSIBIL ITT OF iN( BOILD1N8SHOWN. THE 10ES181[TY AND 6 SfP" THIS
ANSI/TPI I•IR% SECTION 2.
SPACING
24.0"
(REPAIR - T15 41'8*1
REINFORCE TRUSS FOR NEW BEARING LOCATION.
REPAIR PROCEDURE
------------------------------------
-.,"I) REMOVE LOAD FROM TRUSS.
?) ADD PLYWOOD GUSSETS AS SPECIFIED.
Q;1) RE -LOAD TRUSS.
I(P) 1/2PLYWOD
EXP." I. CULLEDOOF7SURFACE/16' OSBDEFECTSSIFGUSSET:ASMALLERPA RATEDTHAN124" SQUARE.
NAIL ONE GUSSET TO EACH FACE OF TRUSS, THROUGH ALL CHORD AND
WEB MEMBERS, WITH 6d COMMON WIRE NAILS TO ALTERNATE FACES.
SPACE NAILS NO CLOSER THAN 2' 0/C•AND STAGGER ROWS TO PREVENT
C=; SPLITS. CIRCLES INDICATE MINIMUM QUANTITY OF NAILS EACH FACE.
E�
U
A
O
04
R..
A
W
_W
z `S (P)12"X12"
z (E) W04
w
w
2-0 -o 1 4 -0
2.0-8-0
4
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR
(E)ORIGINAL PLATE MUST REMAIN UNDISTURBED.
EDGE DISTANCE, END DISTANCE AND SPACING FOR NAILS
SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD.
NOTE: SEE DRAWING CAUSR427 99055021 FOR LUMBER, PLATES, AND
OTHER DATA NOT SHOWN HERE.
AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE
TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE
COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS.
8
I-
(`� 41-4-0 Over 2 Support
I R-1631 W-3.5'
c:; PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD
I
O
O
N
cli
=L:
W
Cn
-0-u
0.7-
10 Ah9
R-1201
I'A P_ N L_ P_ in it
�
8-O 0
PPP
e
A L P I N E
,,..1�,,,......,,..,,PP
` � 'w PEO 1nB& IIW'
$Nai)o>mtq CA 9ISISR
5878
,-
WARMING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, IRSTALLID6 ANO
BRACING. REFER TO H1H -P1 (NANDLING INSTALLING AND GRACING), PUBLISHIO BY TPI (TRUSS PLATE
INSTITUTE, $93 D'ONOFRIO QA— SUITE 200• MADE SO A, YI SS)1P), FOR SAFETY PRACTICES PHIOR TO
PELF ORN116 iNISE'FUNCTIOIS, RYIESS OTHERWISE INDICATLO, TOP CHORD SHALL WAIF PROPERLY A"ACtlEO
STAOI AL PAR LS, :0710H CHORD SHALL NAME A PAOPEALT ATTACHED RIGID C9ILIN6.
•IMPORTANT• FOR NISN A COPT OF THIS O(316R TO TAE INSTALLATION CONTRACTOR. ALPINE ENSINEEREO
•PRODUCTS, INC. SHALL 107 11RESPOSS19L[ FOR ANY DEVIATION FROM THIS DISIGNp ART FAILURE TO
BUILD THE TRUSSES 11 CONFOAMANC( WITH TPI: ON FABRICATING. HANDLING, SNIPPING, INSTALLING AND
OR ACI NO 01 TRUSSES. THIS DESIGN CONFORMS WITH AFFl1CABl[ PROVISIONS Of NOf (NATIONAL DESIGN
SPECIFICATION FOBLISNEO OF THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T01. ALP1 Y!
COAIfCi0R5 ARE HAD[ OF 20/A ASTM A653 ARb WIM, STEEL, [l RFT AS NOTED. APPLY CONNECTORS TO
[ACR FACE OF TROSS. AND GALE$$ OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEN
DAANINSS 150 A.Z. THE ELY '01SIAL ON•7M13 DRAWING INDICATES ACCEPTANCE OF PNOfFtSIDAu EN61NE1R118
SHOWN.
COMPONEITILl I./OIMANYLPMTICYI AR EB011 O1NGOl SO7NE7R[SPORSIBIIITT OF THE THE SU11 SILITY AND DFS16NEUSEPOF TAI
ANSI2TP1 l•I/PS SECTION 2.
Q���
�CFE�YIIiYi.
7(
't
5 77
TC LL 16.0 PSF
TC D L 10.0 PSF
BC DL 7.0 PSF
BC LL 0.0 PSF
TOT. LD. 33.0 PSF
� � � y �
REF R427 - -26312.
DATE 09/12/00
DRW CAUSR427 00256003
CA -ENG PBC/CWC
SEAN - 14833
DUR.FAG. 1.25
FROM MD
SPACING 24.0'
w
Roof Beamf 97 UBC (91 NDS)1 StruCalc 4.06
By: Greg Peitz, Gregory A: Peitz Architect on: 09-13-2000
Project: RITCHIE - Location::MASTERBEDROOM BAY=WINDOW
Summary: ----
3.125 IN x 13.50 IN x 11.0 FT ,/ 24F -V4 -'VISUALLY GRADED WESTERN SPS - Dry Use
Section Adequate By: 185.6% Controlling Factor: Area / Depth Required 8.00 In
Deflections:
Dead Load: DLD= 0.07 IN
Live Load: LLD= 0.08 IN = L/1610
Total Load: TLD= 0.15 IN = U864
Reactions (Each End):
Live Load: 1579 LB
Dead Load: RD= 1362 LB
Total Load: RT= 2940 LB
Bearing Length Regd.: BL= 1.45 IN
Camber.Regd.: - C= 0.11 IN
Beam Data:
Span: L= 11.0 FT
Maximum Unbraced Span: Lu= 2.0 FT
Pitch Of Roof: RP= 7.00 : 12
Live Load Deflect. Criteria: L/ 240
Total Load Deflect. Criteria: L/ 180
Camber Adjustment Factor: CAF= 1.5 X DLD
Beam Loading:
Live Load: LL= 14 PSF
Roof Loaded Area: RLA= 226. SF
Roof Live Load Method: 1
Side One: Roof Dead Load: DLI= 10 PSF
Roof Rafter Tributary Width: .... _ .. -..
TW -1 ___ 18.5 ' .FT
Side-Twwo:"Roof Dead Load: DL2= 10 PSF.: '
Roof Rafter Tributary Width: TW2= 2.0 FT
Roof Duration Factor: Cd= 1.25
Slope Adjusted Lengths and Loads:
Adjusted Beam Length: Ladi= 11.0 FT
Beam Live Load W/ Slope Red'n: wL= 287 PLF
Beam Self Weight: BSW= 10 '; PLF
Beam Total Dead Load: -- wD= 248 PLF
Total Maximum Load: wT= 535 • PLF
Controlling Total Design Load: wTcont= 535 PLF
Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS
Bending Stress: Fb= 2400 PSI
Shear Stress: Fv= 190 PSI
Modulus of Elasticity: Ex=' 1800000 PSI
Ey= 1600000 PSI
Stress Perpendicular to Grain: Fc_perp= 650 PSI
Adjusted Properties:
Fb' (Tension): Fb'= 2961 PSI
Adjustment Factors: Cd=1.25 C1=0.99
Fv': Fv'= 238 PSI
Adjustment Factors: Cd=1.25
Design Requirements:
Maximum Moment: M= 8086 FT -LB
Shear ((@ d from beam end): V= 2339 LB
Comparisons With Required Sections:
Section Modulus: Sreq= 32.8 IN3
S= 94.9 IN3
Area: Areq= 14.8 IN2
A= 42.1 IN2
Moment of Inertia: Ireq= 133.5 IN4
�Q ARCO I= 40.7 IN4
rE
�Soav 4,
:,A -
�cP, �_ �
IT
NOTES
RESIDENTIAL
047-680-015 02-169
PERMIT NO. _ KEENAN, MARK
13834 WINESAP CT., CHICO
CONT: CAREFREE POOLS
POOL
II SPECIAL COMMONS 11
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED
Signature
CHECKED
BY
COUNTY OF BUTTE
4 BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Wain Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTI
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
Date -1—S-0.3 —0.3 Inspector
REV 10/92
OWNER
COUNTY OF BUTTE
` BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES'
411 Main Street • Chico, CA • (530) 891-2751 1
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
� oa - 11oT7
PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you havi� any questions pertaining to this matter, or need additional explanation,
please contact this office immediately. „
Date �r Inspector)
REV 10192
V = OK
0 = Not OK
- = Not Applicable MOBILE HOMES
• = Not Reddy
Date MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/O -Concrete
4. Water; Location -Test -Easement Needed (Sketch)
5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap;-/ /" L'ft.
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s
1.
/ P Nat. or/ /"L"ft./ PLPG
2.
7.
Well Clearance & Disconnect
Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
8.
Utility Clearance
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
Date
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
Card B-1 Date Card B-1
Date
10.
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
12.
1.
Zoning Requirements -Setbacks -Easements
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
2.
Footings; Size -Spacing -Marriage Line
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Panelboards-Ins. to Main in Conduit
3.
Gas; MH Test -Demand -Valve -Connector
Health Department Approval
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
P mb.; Cir. Test -Water Supply T
5.
Drain; MH Test -Fall -Flex Connector
fight Niche
6.
Water; MH Test -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
Card B-1 Date Card B-1
8.
Gas and Electricity Tagged
Card B-1 Date Card B-1
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
12.
Permanent Foundation Only; License Decal
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts- Bei ms- Rftrs.-Connectors
Shthg.-Frg-Bracing
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
4 Date Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
INAL (Plans) OK except #'s
4
S c s -Easements
2.
Soil mpaction-Structure Stability
w
1 O
r
1�'
ool Structure; Steel -Connections -Thickness
Dead Men -Lining
1
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
t
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
i
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Panelboards-Ins. to Main in Conduit
9.
Health Department Approval
10.
P mb.; Cir. Test -Water Supply T
1,
fight Niche
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
/ = OK
0 = Not OK
- = No, le
= No, Ready
RESIDENTIAL (:
Date
Hangers -Post Caps -Anchors -Connectors
Underfloor (Plans) OK except #'s
Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring.
1.
Zoning -Setbacks -Easements -Flood -Slope
49.
2.
Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
3.
Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Fig. Depth
52.
4.
Ftg., Porches & Decks; Soils -Steel-/ r Fig. Depth
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
5.
Stemwalls, Main; Steel-Blockouts-Wrapped
55.
6.
Stemwalls, Garage; Steel-Blockouts-Wrapped
Siding -Nailing Veneer
6a.
Hold Downs and Special Anchors
58.
7.
Slab, Steel -Wrapped
Shear Walls; Nailing -Bolts
8.
Piers -Fireplace Ftg.-Steel
61.
9.
D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test
Infiltration -Walls -Windows
10.
UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
11.
Water Pipe; Test -Anchors -Regulator -Service Test
Elec. Outlets & Receptacles at Kit. Counter
12.
Electric Underground
Garage Fire Door; Swing -Landing -Closure
13.
Plenums & Ducts; Clearance -Material -Support -Ins.
A.C. Duct in Garage -Damper
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
15.
Access & Ventilation
Plb., Elec. & Mech. Equip. Listed for Location
16.
Insulation
Elec. Receptacles in Garage (F.F.I.)-Romer. Protection
79.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
Clearance Looked under Floor ❑ Yes
17.
Water Htr.; Vent -Access -Combustion Air Baffle
Following Instld./Drive p Yes J No/Walks J Yes Q No/Planters Q Yes ❑ No
18.
Water Pipe; Test & Anchor -Nail Protection
Stucco Brown -Finish
19.
D.W.V.; Test Fittings & Anchor -Nail Protection
A.C. Unit Disconnect, Electrical -Plumbing
20.
Shower Pan; Test, First Floor -Tub Access
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
21.
Test Tub & Shower, Second Floor -Tub Access
Water Well, Disconnect, Electrical, Plumbing
22.
Gas Pipe; Sixe & Anchors ,
Exterior Elec. Trim, G.F.I. Receptacle -Underground
88.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
Gas Test -Meters Tagged, Gas -Electric
23.
Fixture & Transformer Clearance -Ins. Protection
Water & Sewer Connected -C/O to Grade -HD Approval
24.
Elec. Receptacles Spacing -Lights & Switches at Doors
Energy Compliance Certificate -Other Certificates
25.
Size Boxes & No. of Conductors Stapled
Address Posted
26.
Romex Installed Close to Edge of Studs & C.J.
27.
Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
Card B-1 Date Card B-1
28.
2 Appliance Circuits in Kitchen & Conductor Size GFI
Card B-1 Date Card B-1
29.
Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At
Card B-1 Date Card B-1
30.
Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At
Insulated Neutral O Yes O No
31.
Service -Riser Conductors & Ground Main Disconnect
32.
Equip. Clearances Panels-Motors-Mech. Equip.
33.
Clothes Closet Light -Shower Light -Spa Light
34.
Smoke Detector
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
35.
A.C. Ducts Insulation & Support
36.
Vent Fan, Exhaust above insulation
37.
Condensate Drain & Overflow, Size & Grade
38.
Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet
39.
Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
40.
Sits Proper Materials & Anchors
41.
Walls Studs -Nailing Spacing & Braces -Plates -Sound
42.
Bearing Walls over Girders & Floor Nailing
43.
Draft Stop in Walls (rat proof)
44.
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
45.
Headers & Beams -Size & Bearing
Dingle & Duplex)
Date
FRAMING (Continued)
46.
Hangers -Post Caps -Anchors -Connectors
47.
Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring.
48.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
49.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
50.
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
51.
Garage Fire Protection Framing
52.
Property Line Firewall & Openings
53.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
54.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
55.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
56.
Siding -Nailing Veneer
57.
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
58.
Glazing Area -Glass Protection -Skylights -Plastic
59.
Shear Walls; Nailing -Bolts
60.
Brace Interior/Exterior Wall Panels
61.
Insulation -Walls -Ceilings
62.
Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
63.
Ext. Steps -Door & Sidelight Protection -Landings
64.
Smoke Detector
65.
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor -Ducts -Mach. Protection
66.
Bedroom Exiting
67.
G.F.I. & Bath Fixtures & Tub Access -Spa
68.
Elec. Trim & Subpanel, Breaker Sizes & Labels
69.
Stairs & Rails
70.
Fireplace or Stove, Clearance -Hearth
71.
Elec. Outlets at Wood Panel, Int. & Ext.
72.
Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
73.
Elec. Outlets & Receptacles at Kit. Counter
74.
Garage Fire Door; Swing -Landing -Closure
75.
A.C. Duct in Garage -Damper
76.
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
77.
Plb., Elec. & Mech. Equip. Listed for Location
78.
Elec. Receptacles in Garage (F.F.I.)-Romer. Protection
79.
Insulation -Foam -Looked in Attic
80.
Guard Rails & Deck Construction -Post Caps
81.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
82.
Following Instld./Drive p Yes J No/Walks J Yes Q No/Planters Q Yes ❑ No
83.
Stucco Brown -Finish
84.
A.C. Unit Disconnect, Electrical -Plumbing
85.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
86.
Water Well, Disconnect, Electrical, Plumbing
87.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
88.
Ventilation Throughout House
89.
Glass Protection
90.
Corrections from Previous Inspections
91.
Gas Test -Meters Tagged, Gas -Electric
92.
Water & Sewer Connected -C/O to Grade -HD Approval
93.
Energy Compliance Certificate -Other Certificates
94.
Address Posted
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
E
W
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville,'California 95965 • Telephone (530) 538-7541 D n ���Rty�TO•
(Rev. 12/96) APP°L.ICAVON AND PERMIT C
ASSESSOR PARCEL NUMBER
047-680-015
ZONING
BUILDING PERMIT
OWNER
KEENAN , MARK
TELEPHONE
092-1892
SO. FT. OCC. BUILDING VALUATION
Val 30,000.00
OWNERS MAILING ADDRESS
13834 WINESAP CT., CHICO
CONTRACTOR'S NAME
CAREFREE POOLS
TELEPHONE
342-4639
CONTRACTORS MAILING ADDRESS
9 ALYSSUM WAY, CHICO
CONSTRUCTION LENDER
Fireplace
LENDERS MAILING ADDRESS
Total Valuation $ 0-000-00
ARCHITECT OR ENGINEER
LICENSE NO.
Filen Fee
$ 20.00
Permit Fee
$ 284.50
ARCHITECT OR ENGINEERS MAIUNG ADDRESS
Plan Checking Fee
$ 91-00
BUILDING ADDRESS
13834 WINESAP CT. CHICO
Energy Plan Checking Fee
$
$
PERMIT FEE
$
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
Each Trap
7.00
USEOFSTRUCTURE
SF ❑XDuplex ❑ Mobilehome ❑ Other
SPECIFY
Solar or heat um water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: POOL MASTER #502-97
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
920.00
PERMIT FEES
ELECTRICAL PERMIT
Fling Fee 20.00
Main Service 200ADRLESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.POWER
C r� LIC. NO.
License Class ' ��
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO 1000A
46.00
NEW CONST. DW EwNG OCCUP.
OR ADDNS. ( a ACC. BLDS.
SO
3.5¢FT.
T.
NoN.RES D. M�uLCTI-OCIRCUITSUTLET
97.50
APPARATUS
a SINGLE OUTLET CIR.
Ex. OCCU . OUTLET OR FDRURES
BAL O 1.50
FIXED APPLNs. . OR
Ex. Occup. ourLErs RESIDEA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
POOL Electric
30.0 30.00
PERMIT FEE
$
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
pe ormance of the work for which this permit is issued.
RL, -nave and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' yprppe n insurance carrier and policy number are:
Carrier !/
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
X &Date
Signature of Applicant - ❑ Owner ®'`contractor ❑ Agen
1 An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in hei ht.
MECHANICAL PERMIT
Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
Mobile Home Installation Fee $
Energy Inspection Fee Is
occ
CONST. TYPE
TOTAL FEE $412.50
H
IMP ROOD CDF I PARCEL I PD HD
ISSUE
This permit is hereby issued under the
of the Butte County Code and/or
indicated above for which fees have
By
PERMIT EXPIRES ON
applicable provisions
Resolutions to do work
been paid.
OZ
Dale ./
Dafe
,
Receipt No.3_34��i
WHITE-D.D.S.-B.D. CANARY ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
COUNTY OF BUTTE -DEPARTMENT CF"DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, broville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: ASSESSOR PARCEL NUMBER 0(4-4— &C J `-"
Proposed Building Use: 1 m& I na;& ` soz Counter Technician:l A Date: & c)6 Z)D
Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply.
❑ 1.. Plot plans, or 4 sets, signed by the preparer of the plans.
2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
4. Engineered truss details and layouts in duplicate. No faxes!
5. Energy compliance design and supporting documentation in duplicate.
6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
foundation plans, all in duplicate.
❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ig neer.
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be
indexed and returned to the plan review line-up when required items are received.
Date Received By
Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
Plot plan and business license approval from the City of Biggs ....................................
Letter of intent for non-residential buildings.........................................................
Detached Accessory Building Form filled out by the owner .....................................
Hazardous Material Form...............................................................................
Other .... _-
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet .......................................
❑ 1 . Statement of Intent for Non -heated and A/C Buildings ..........................
�ffl 16. Sanitation and plot plan approval from the Environmental Health Department in ��f
❑ 17. City of Chico Plumbing permit........................................................................
❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ......................
❑ 19. Planning approval for (A) Use: OK (B)Parking: (C) Parcel Check: '7—aj—D`L
K
❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ...............................
❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
❑ 22. Pre -Inspection for required ................
O 23. Contractor's license information. (Number, Name Style, Classification) ......................
❑ 24. Worker's Compensation Carrier and Policy Number ..............:..............................
❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) .....................
❑ 26. Letter of Signature authorization....................................................................
❑ 27. Recorded copy of Agricultural Acknowledgment Statement ....................................
❑ 28. Manufactured home utility clearance...............................................................
❑ 29. Existing violations and/or expired permits.........................................................
❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $
❑ 31. Other:
When issued Telephone and hold for pickup. 0�
�A
MW
I have been rmed of the above items and requirements for obtaining a building permit.
2
Applicant: Date: - - LO v
1. Index permit application for the above items numbered: Plan Check Letter
2. Additional items required
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ coun b" Date:
Plans reviewed by: Date: Plans approved by: ' Date: _
Structural reviewed by: Date: Structural approved byti` Date:
Note transfer by: Date:
Yellow: Building Division
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
E.M. USE ONLY
Flq¢ Plan Attached e
Roos Ran Arm;ckagl 6:2
Sant to S.D.
1.44
Owner Locati,c4i AP#
Plan Approved for: Sewage Disposal -;K Water Supply: Public Private Well
Clearance for-dveeftg. Other
Hold final for:
Final clearance O.K. for:
NOTE:
if. -13
, � 5; 5 & /,
Environmental Health Specialist
Z - GZ
Date
P d E R SO4-
NEIL O. ANDERSON & ASSOCIATES, INC. "
GEOTECHNICAL • ENVIRONMENTAL • GROUNDWATER • INSPECTIONS • TESTING • LABORATORY SERVICES
a N
% W
CORPORATE OFFICE
22 Houston Lane
SACRAMENTO OFFICE
4229 Northgate Boulevard, Suite 3
p
q S S GAP
CHICO (530) 891-6304 Lodi, California 95240
STOCKTON (209) 472-1091 (209) 367-3701
Sacramento, California 95834
(916) 929-9267
O
RANCHO CORDOVA (916) 6314455 FAX: (209) 333-8303
FAX: (916) 929-9269
August 17, 2000
Job Number 99-032
Mr. Rocko Ritchie
Ritchie Homes
389-A Connors Court
Chico, CA 95926
R`�C r -J
P ` j 2 a 2000
BUTTE CDi ISIOIQ
gtliLDiN�`
Project: Autumn Park, Lot 15
13834 Winesap
Chico, California
CLAY PRESATURATION::OBSERVATION
Date
Representative a
Time
Mileage
8-10-00
D.-Wruck
5.25 hours
219 miles
SUMMARY OF SITE OBSERVATIONS:
Observed subject lot, expansive clays present. Moisture penetration adequate (18"). Okay to pour
concrete.
Based on this test finding, it is our opinion that this lot meets the requirements for special foundation
treatment. We, therefore, recommend that this lot be approved for construction..
We have employed accepted engineering and testing procedures. However, we do not undertake the
guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a
completed project conforming to the project plans and specifications.
NEIL O. ANDERSON & ASSOCIATES, INC.
r'
O
h
T W
Neil O. Anderson, President
4
Geotechnical Engineer 2245 d
IT
NOA:bf [99-032 presat-d.wpd]
cC' 1"', ;' i;Butte_Counry_BUding.Divisi6fi> c.....
NOTES k
t
}
b -P - of
rf
RES@DEWI AL
047-680-015 01-0740
STOFFEL, DEBRA
13834 WINDSAP CT. CHICO
CONT: THRUMAN CONSTRUCTION
DETACHED GARAGE
11 SPECIAL CONDITIONS 11
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED (Date)(bb-q
/o
Signature
x
CHECKED
BY
s
7t
,A
RES@DEWI AL
047-680-015 01-0740
STOFFEL, DEBRA
13834 WINDSAP CT. CHICO
CONT: THRUMAN CONSTRUCTION
DETACHED GARAGE
11 SPECIAL CONDITIONS 11
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED (Date)(bb-q
/o
Signature
x
CHECKED
BY
/= OK
0 = Not OK
- = Not Applicable =Not Reidy
,
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
1.
2.
Soils; Special MH Support Sketch
2.
3.
Sewer; Location -Test -Fall -C/O -Concrete
3.
4.
Water; Location -Test -Easement Needed (Sketch)
4.
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
5.
6.
Gas; Location -Test -Wrap;-/ /" L'ft.
/ P Nat. or / /"L"ft./ /'LPG
6.
7.
Well Clearance & Disconnect
7.
8.
Utility Clearance
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Panelboards-Ins. to Main in Conduit
9.
Health Department Approval
Date
Plumb.; Cir. Test -Water Supply Test
Card B-1 Date Card B-1
Date
Light Niche
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
Date
2.
Footings; Size -Spacing -Marriage Line
Date
3.
Gas; MH Test -Demand -Valve -Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Test -Fall -Flex Connector
6.
Water; MH Test -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
12.
Permanent Foundation Only; License Decal
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
MISCEL O U S
Date DE KS, COVER ORfUARAGES (P ns) OK except #'s
Zonin ents-Setbacks-Easements
�rM ootings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.' s S.
ms-Rftrs.-Connectors
Shthg.-Fr - raci
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
Electric
-9775117171"ai mg -Veneer -Stucco -Mesh
1 -
Ext.; St s -Doors -Landings
la -gr -aced Wall Panels
-�6-61 V
Date Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Panelboards-Ins. to Main in Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
Date
Card B-1 Date Card B-1
Date
Card B71 Date Card B-1
✓ = OK
0 = Not OK
- = Not Applicable
= Not Ready
RESIDENTIAL (E
Date
46.
Underfloor (Plans) OK except #'s
1.
Zoning-Setbacks-Easements-Flood-Slope
48.
2.
Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
49.
3.
Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth
50.
4.
Ftg., Porches & Decks; Soils-Steel-/ P' Ftg. Depth
51.
5.
Stemwalls, Main; Ste el-Blockouts-Wrapped
52.
6.
Stemwalls, Garage; Steel-Blockouts-Wrapped
53.
6a.
Hold Downs and Special Anchors
54.
7.
Slab, Steel-Wrapped
55.
8.
Piers-Fireplace Ftg.-Steel
56.
9.
D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test
57.
10.
UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
58.
11.
Water Pipe; Test-Anchors-Regulator-Service Test
59.
12.
Electric Underground
60.
13.
Plenums & Ducts; Clearance-Material-Support-Ins.
6..
14.
Girders-Sills-Anchor Bolts-Joists-Vents-Crippies
62.
15.
Access & Ventilation
16.
Insulation
Card B-1 Date Card B-1
Date
Date
Card B-1 Date Card B-1
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
Card B-1 Date Card B-1
Date
Ext. Steps -Door & Sidelight Protection -Landings
PLUMBING (Permit) OK except #'s
64.
17.
Water Htr.; Vent-Access-Combustion Air Baffle
65.
18.
Water Pipe; Test & Anchor-Nail Protection
66.
19
D.W.V.; Test Fittings & Anchor-Nail Protection
67.
20.
Shower Pan; Test, First Floor-Tub Access -
68.
21.
Test,Tub & Shower, Second Floor-Tub Access
69.
22.
Gas Pipe; Sixe & Anchors
70.
Fireplace or Stove, Clearance -Hearth
Date
Elec. Outlets at Wood Panel, Int. & Ext.
Card B-1 Date Card B-1
Date
Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
Card B-1 Date Card B-1
Date
Elec. Outlets & Receptacles at Kit. Counter
ELECTRICAL (Permit) OK except #'s
74.
23.
Fixture & Transformer Clearance-Ins. Protection
75.
24.
Elec. Receptacles Spacing-Lights & Switches at Doors
76.
25.
Size Boxes & No. of Conductors Stapled,
77.
26.
Romex Installed Close to Edge of Studs & C.J.
78.
27.
Equip. Ground made up w/Mech Fasteners-Bond Gas & Water
79.
28.
2 Appliance Circuits in Kitchen & Conductor Size GFI
80.
29.
Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At
81.
30.
Range Circle / / ga Cu or AI-Oven Circ. / / ga Cu or AI '
Insulated Neutral O Yes O No
31.
Service-Riser Conductors & Ground Main Disconnect
82.
32.
Equip. Clearances Panels-Motors-Mech. Equip.
83.
33.
Clothes Closet Light-Shower Light-Spa Light
84.
34.
Smoke Detector
85.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
Date
Water Well, Disconnect, Electrical, Plumbing
Card B-1 Date Card B-1
Date
Exterior Elec. Trim, G.F.I. Receptacle -Underground
Card B-1 Date Card B-1
Date
Ventilation Throughout House
MECHANICAL (Permit) OK except #'s
89.
35.
A.C. Ducts Insulation & Support
90.
36.
Vent Fan, Exhaust above insulation
91.
37.
Condensate Drain & Overflow, Size & Grade
92.
38.
Furnace-Vent Access-Comb. Air-Return Air Vent 115 outlet
93.
39.
Attic Access & Platform if Furnace in Attic
94.
Address Posted
Date
Date
Card B-1 Date Card B-1
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
FRAMING (Permit) OK except #'s
40.
Sills Proper Materials & Anchors
41.
Walls Studs-Nailing Spacing & Braces-Plates-Sound
42.
Bearing Walls over Girders & Floor Nailing
43.
Draft Stop in Walls (rat proof)
44.
Fire Stops, Furred Ceilings-Stairs-Chasers-Tubs
45.
Headers & Beams-Size & Bearing
►ingle & Duplex)
Date
FRAMING (Continued)
46.
Hangers -Post Caps -Anchors -Connectors
47. -Cling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng.
48.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
49.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
50.
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
51.
Garage Fire Protection Framing
52.
Property Line Firewall & Openings
53.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
54.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
55.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
56.
Siding -Nailing Veneer
57.
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
58.
Glazing Area -Glass Protection -Skylights -Plastic
59.
Shear Walls, Nailing -Bolts
60.
Brace Interior/Exterior Wall Panels
6..
Insulation -Walls -Ceilings.
62.
Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
63.
Ext. Steps -Door & Sidelight Protection -Landings
64.
Smoke Detector
65.
Furnace Vents -clearance -Comb. Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
66.
Bedroom Exiting
67.
G.F.I. & Bath Fixtures & Tub Access -Spa
68.
Elec. Trim & Subpanel, Breaker Sizes & Labels
69.
Stairs & Rails
70.
Fireplace or Stove, Clearance -Hearth
71.
Elec. Outlets at Wood Panel, Int. & Ext.
72.
Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
73.
Elec. Outlets & Receptacles at Kit. Counter
74.
Garage Fire Door; Swing -Landing -Closure
75.
A.C. Duct in Garage -Damper
76.
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
77.
Plb., Elec. & Mech. Equip. Listed for Location
78.
Elec. Receptacles in Garage (F.F.I.)-Romex Protection
79.
Insulation -Foam -Looked in Attic
80.
Guard Rails & Deck Construction -Post Caps
81.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor O Yes
82.
Following Instld./Drive J Yes J No/Walks D Yes J No/Planters J Yes J No
83.
Stucco Brown -Finish
84.
A.C. Unit Disconnect, Electrical -Plumbing
85.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
86,
Water Well, Disconnect, Electrical, Plumbing
87.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
88.
Ventilation Throughout House
89.
Glass Protection
90.
Corrections from Previous Inspections
91.
Gas Test -Meters Tagged, Gas -Electric
92.
Water & Sewer Connected -C/O to Grade -HD Approval
93.
Energy Compliance Certificate -Other Certificates
94.
Address Posted
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
-TCAPPLIED TESTING CONSULTANTS
MATERIALS ENGINEERING TESTING AND INSPECTION
CERTIFICATE OF BOLTING INSPECTION
DATE: 05/24/01 PROJECT: Research 2000
13834 Winesap Ct., Chico
CLIENT: Thurman Construction
6393 County Road 48
Willows, CA 95988
Bolt Size Req'd Tension Test Torque Turn of the Nut Impact Test
(in dia) (lbs) (ft -lbs) (turn past snug) (sec)
5/8" 19,000+5% 1/3
'/a" 28,000+5% 1/3
DESCRIPTION OF WORK
Arrived at job at 0745 hrs. to perform special inspection of high strength bolting at the Main Frame & End
Walls.
Before tightening the bolts we verified that the materials used in this assembly were in conformance with the
requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC
Specifications. The bolts used in this structure are s/s" & 3/4" diameter A325 grade high strength bolts without
hardened steel washers beneath hardened steel nuts.
No washers were used in this assembly, so the Tum -of -Nut Tightening method was used per Section 8(d)(1).
A representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened
in the Skidmore Wilhelm tension -indicating device. This was done to verify the estimated snug -tight condition
and to ensure that the controlling turns past snug -tight per Table 5 will develop a tension not less than five
percent greater than the tension required by Table 4 of the RSCS specifications. We also verified that there
was no rotation of anv of the bolts during the tightening operation.
Each bolt assembly was installed and tightened to a snug -tight condition by the contractor prior to tightening.
There were a total of 24 — -s" bolts & 24 — %" bolts in the structure, all were tightened using the above-
mentioned procedure.
Based on the above mentioned procedure, it is our judgment that al
structure have been properly tensioned in accordance with the RCS
contained in the AISC Manual for Steel Construction.
D. Lusk
Inspector
Staff Engineer
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
p 7 County Center Drive • Oroville, CA • (530) 538-7541
k.
rr CORRECTION NOTICE
OWNER j PERMIT NO.
A routine inspectio dicates that the following violations of butte county Ordinances exist at the
above address ajA should be corrected. Please notice this office when correction of work is
completed. IfXu have any questions pertaining to this matter, or need additional explanation,
please cont t this office immediately.
0"'-) " 4'p U / / (-)-
Date 01 Inspector.
REV 10/
COUNTY OF BUTTE
BUILDING DIVISION
,DEPARTMENT OF DEVELOPMENT SERVICES
X411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
OWNER
o/ ---?1-(
PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
Date S— / -� J Inspector U d Lkgne.
REV 10/92
(0� 61 -0
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING ISION
- t 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- 541 NO.
(Rev. 12/96) APPLICATION AND PERMIT (2,
ASU4S$/ (� RPntNU E�
(�
ZSR1
BUILDINGPERMIT
OWNER
STOFFEL, 5EBRA
TELEPHONE
345-4304
SO. FT. OCC. BUILDING VALUATION
1500 U 27 000.00
OWNERS MAIUNG ADDRESS
13834 WINSAP CT. CHICO CA 95926
CONTRACTOR'S NAME
THURMAN CONSTRUCTION
TELEPHONE
934-3498
CONTRACTORS MAILING ADDRESS
6393 COUNTY RD. 48 WILLOWS, CA 95988
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $ 27,000.00
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.00
Permit Fee $
265.00
ARCHITECT OR ENGINEERS MAIUNG ADDRESS
Plan Checking Fee $
172-29
BUILDING ADDRESS
� INSAR
Energy Plan Checking Fee $
PERMIT FEE S
4-57.25
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome Y1 Other
SPECIFY__
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00
TYPE OF WORK
New Y7 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: DETACHED GARAGE
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home IS I GI
@20.00
PERMIT FEE $
ELECTRICAL PERMIT
Fling Fee 20.00
R LE
Main Service zo.A OR LESS
23.00 23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in�I force and effect. j
License Class "a Lic. No. S -7g(, 'g (�
OWNER -BUILDER DECLARATION
hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
coMpensation, as provided for by section 3700 of the Labor Code, for the
,pGrformance of the work for which this permit is issued.
I have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier .51n .- 1��L�
Policy Number .,2 %;;Z — I -Y.2
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with ose provisions.
X fAgent e ,� ��
Signature of Applicant - ❑ Owner ❑Contractor
An OSHA permit is required for excavations over 5'0" dend demolition or construction
of structures over 3 stories in height.
Main Service TO
46.00
NEW CONST'WEE200A
CCUOOOA .50s"
DWELLING occuP. 3.5¢x, 2.50
( ACC. UDS.
OR Acors
. M
NON-RESID. CIRCUITS @7.50
FowER APPARATus
a swoLE oimET cIR.
p
Ex. Occup. OUTLET OR FIXTURES OI'0°
SAL @ .SO
FIX1
Ex. Occup. ounEEDrs atM.OREn 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE S 95.50
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEi= S
Mobile Home Installation Fee $
Energy Inspection Fee $
Occ
TT
CONST. TYPE
VN TOTAL FEE $ 552.75
HAZ.
D. FEES IMP
FLOOD
CDF
PARCEL
PD
HD
X
ISSUE
This permit is hereby Issued under the applicable
of the Butte County Code and/or Resolutions
indicate ve for which fees have been
By Date
PERMIT EXPIRES ON g
efe
provisions
to do work
paid.
0 z
Receipt No.
WHITE-D.D.S.-B.D. CANARY -A S S PINK -INSPECTOR GOLDENROD -APPLICANT
_ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERMIT NO.
(Rev.12/96) APPLICATION AND PERMIT .
ASSESSOR PARCEL NUMBER
V �J
ZOw! /
BUILDINGPERMIT
OWNER
TEUEPNONE
X36 -3y5 -y3
so..�jFr.. OCC. BUILDING VALUATION
�
OWNERS MAID AD REBS ,
3 Ld �
COMRACTO 'S E
U t
TEL8NONE
1!73'/-39q8
CO TTADD S /L i W l[.r-y! `� �5y81J
CONSTRUCTION LENDER F"
Fireplace
LENDERS MARJNG ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$
ARCHITECT OR ENGINEERS MA0.1No ADDRESS
Plan Checking Fee
S
BUILDING ADDRESS /-383Y
-3 3 ' CC/ CIL
Energy Plan Checking Fee $
b
PERMIT FEE $
LOT No.
SUBONBDN3 NAME
P
PLUMBING PERMITI
Filing Fee 20.00
Each Trap
1 7.00
USEOFSTRUCTURE
SF EJ ❑ Mobilehome/K Other r �^' �-
9M Fy
Solar or heat pump water h ter
23.00
Water piping
15.00
Each gas water heater orhent
15.00
TYPE OF WORK
New X Addition ❑ R/e'mo�dell ❑ Ublifies ,❑, /fInstallation ❑ Other ❑
Describe Work: �Z�G CX cif UC/LCL�i' Q
Gas piping system 1 - 5 utlets
15.00
Buildingsewer
15.00
Mobile Home S W
Q20.00
PERMIT FEE
!
ELECTRICAL PERMIT
Fling Fee 20.00
R LESS
Main Service 200AOR LEs3
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ 1, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec.. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
{ ❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
!performance of the work for which this permit is Issued.
l E31 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
[31 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 tho provisions.
0\
t/ V L21—late
nature of Applicant - ❑ Owner ❑ Contractor ❑ Agent
SHA permit is required for excavations over 5'0" deep and demolition or construction
uctures over 3 stories in height.
Main Service 20" TO 1000A 48.00
/>
NEW CONST. OWElLWG OCCUP. :f.SQFT.•Sv
OR ADS• a ACC. eLOs.
NO"ELW SID. T. MULTI -OUTLET @7.50
POWER APPARATUS
a SINGLE OUrLET CIR.
.00
Ex. Occup. OUTLET OR FIXTURES BAL 200I.50
Ex. Occu . GPa s"PP LNS ° . 5.00
Temporary Service
23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE $ SQ
MECHANICAL PERMIT Aling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERWfT FEIE $
Mobile Home Installation Fee $
Energy Inspection Fee $
V
00
T TOTAL FE
$ ;?S
HAZ
1 D. FEES IMP
FLOG
COF
PMC
�'
PO
HD UE
This permit is hereby Issued under
of the Butte County Code and/or
indicated above for which fees have
By
PERMIT EXPIRES ON
the applicable provisions
Resolutions to do work
been paid.
Date
ro
pt No.
D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
V-
OUNT„Y OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER: ASSESSOR PARC O `-t ? (0O V —C 1 4
Proposed Building Use: Building Inspector:Y.�.ly Date: /— c0 ' o�
At time of permit applicatioiV, I was mTvised the following data must be submitted prior to permit processing and/or issuance:
Date Received By
;I/ All items have been submitted --------------------------------------------------------------------------------------
02, Plot plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------
03. Complete plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------
04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.
❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ---------
06. Energy Design Compliance and supporting documentation. -------------------------------------------
❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------
❑ 8. Hazardous Material Form. ---------------------------------------------------------------------------------
❑9. Manufactured Home data and installation instructions including Tie Down Specifications ----------
El10. Fees of $-------------------------------------- --------------------------------------
❑ pact fees as shown on the attached schedule. ----------------------------------------------------------------
California Department of Forestry plan approva11feas!--- �-------- - l� _=i� _l -4�5-
❑ 1 3. lood elevation certificate.---------�--�'---,-,------------------------------------------------------------------------- i
ff4. Sanitation and plot plan approvall.:d W ) Health Department. -------------------------------------------
❑ 15. City of Chico plumbing permit. -----------------------------------------------------------------------------------
E6. Plot plan and business license approval from the City of Biggs. ------------------------`J-----,---------------- o�
Planning approval for (A) Use: (B) Parking:-1--��-LCL-
1:118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. -----------------------
❑ 19. Encroachment Permit for driveway construction approval prior to occupancy)
❑ 20. Pre -inspection for
required. Request to Building Inspector on
112 1. Contractor's license information. (Number, Name Style, Classification). -
022. Workers' Compensation carrier and policy number. ------------------------
023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). ---
024. Letter of signature authorization. --------------------------- -------------------
❑25. Recorded copy of Agricultural Acknowledgment Statement. ---------------
❑26. Letter of intent on building use. ------------------------------------------------
❑27. Manufactured Home utility clearance. ----------------------------------------
❑28. E ' ing violations and/or expired permits. -----------------
-
❑433 A, ❑Grant Deed, ❑ 1,4.H. Title),P Check to H. .
5 0. Other:
Whe you iss j theA erg gs as follows E3 Mail to owner,
®Tel/elephone r ✓ 5 r '[ V and hold for pickup at
5772 �T 12�v/EY✓ ¢//7/0/ Pf
Applicant:
Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ A
Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other
1. Index permit application for the above items numbered:
2. Additional items reauired
Date:
Date: By:
Date: By:
(Date)
Contractor, esigner, owner, was advised of the above required data byG-Fphone, ❑ mail, ❑ Building Division counter, by Date: / O
Con ac or, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was pcivised of the above require4 databy ❑ phone, ❑ mail, ❑ Buildin Divisio ter, by Dat?.:
Plans reviewed by: Date: 0/ Plans approved by: Date: 4 O
Sets of plans on hol in ❑ Plan Cabinet, ❑ A.P. old . Note transfer by:P Date:
Yellow Copy - Department of Development Services, Building Division.
L .
TO: Building Department
FROM: Environmental Health
-SUBJECT: Sanitation Clearance
E.H. USE ONLY
Not Plan Attached
Floor Plan Att ed
Sent to B.D.
,( eA-z . 5-
Owner
Owner Location AP#
Plan Approved for: Sewage Disposal Water Supply: Public Private Well
Clearance for Wig. Other 36 50 s��-� /s�oy�.�� .�/ �/a ,d/�•���hs,
Hold final for:
Final clearance O.K. for:
NOTE:
Col/�,y,./N
Environmental Health Specialist
8/96
S -z- aj
Date
_
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES
OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING
PN:
ONE:
BUILDING PMT. #
01/7- 1000
OWNER:�r� �7T-U�'C��
PHONE:
MAIL
ADDRESS: _ ZqS (>✓l � �(%yi—
l'll I cn , � g9d3 �
SITE
ADDRESS: I S �J l2e,5-nie eou r f—
PROPOSED USE:
PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE
PRECEDE EACH COMMENT WITH RELATED QUESTION #)
GENERAL INFORMATION:
1.
Is there a primary dwelling on the property?
Yes:
JC No:
2.
Is the structure already built, under construction, or under notice of code violation?
Yes:
No:
3.
Will items produced in this building be offered for sale?,Yes:
'.'
No:. x.
4.
Will the public have access to this building?
-Yes:
No: X_
5.
Will any advertising, on or off site, be associated with the use of this building?
Yes:
No: _A
6.
Will this building be occupied at any time as a sleeping quarters?
Yes:
No:
7.
Will this building be occupied at any time as an eating area?
Yes:
No:
8.
Will this building be occupied at any time as a cooking area?
Yes:
No:
9.
Will this building be occupied at any time as a living area?
Yes:
No:
SITE CONDITIONS:
10.
Is the structure foundation within 5' of septic tank or leach lines?
Yes:
.�
No:
11.
Is any portion of the proposed structure located closer than 20' to your front property line?
Yes:
No:
12.
Do you plan to add a driveway or modify existing access to a county maintained road?
Yes:
No:
13.
Will the proposed structure encroach within any recorded easement?
Yes:
No:
CONSTRUCTION FEATURES:
14.
Will this building have insulated floor, walls, or ceiling?
Yes:
No:
15.
Will this building be heated or cooled?
Yes:
No: }:
16.
Will this building have a water closetttoilet?
Yes:
No: x
17.
Will this building have a sink?
Yes:
No:
18.
Will this building have a water heater?
Yes:
No: —�
19.
What type of floor covering will the building have? M'e.V\+
20.
What type of wall covering will the building have? K ► 1Yl4 r1
ADDITIONAL INFORMATION:
S c YL
I hearby affirm under penalty of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building will
require permits from the permitting authority. I understand that Real Estate Disclosure taws require disclosure of this information if or when offered for sale.
a 5$v
OWNER'S SIGNATURE DATE OWNER'S SIGNATURE DATE
FOR DEPARTMENTAL USE
REVIEWED BY: DATE:
COMMENTS:
r.
ULiAL.LoMMUZ
07/17/1998
r.
f
1Je4!'YCr- �Tn r'�'EI
Covr�-
ao
...s±1le1l1ic:G�Ea1+�lilfiri-;gel±.
MAY 0 12001
Chico, California
APPVED
Buttp 4'ounty
H,alth
jR0 "
r.
Debra Stoffel
13834 Winesap Court, Chico
A.P.# 047-680-015
3070
Metal Walk Door
` 12'x 10' '
Framed Opening
12'x10'
Framed Opening
— — ---- ----
'Wl'.ti'rn-1h - A&t
.
MAY 0 12001
Chico, California
S'j f ntNiNG �,c, �2r � Vv/Nr�o vN1' ciY.;
j.
N
i
NORTHSTAR ENGINEERING
20 Declaration Drive
Chico, CA 95973
(530) 893-1600
FAX (530) 893-2113
STRTTCTTJRAi. CALCLTL.ATIONB
T 0r -
PROJECT (� �i I� A 3 I x `�' JOB NO. 733
3
LOCATION `i �-� �Cfl DATE 414 l l
CODES: Uniform Building Code, 1997 Edition
AISC, Manual of Steel Construction, 9th Edition
AITC, Timber Construction Manual
MATERIALS: Concrete: f'c = 2500 psi @ 28 Days
Masonry: f'm = 1500 psi,
Mortar: f'c = 1800 psi, Type "S"
Grout: f'c = 2500 psi @ 28.days
Steel Reinforcing: A-615 Grade 40 for #4 and smaller
A-615 Grade 60 for #5 and larger
Structural Steel: ASTM A-36
Steel Pipe: ASTM A53 Grade B
Steel Tubing: ASTM A500 Grade A or B
Machine Bolts, Anchor Bolts: ASTM A307 Grade A
Wood Connectors: Simpson Strong -Tie or equal.
Wood: Struct Lt Framing, Joists & Planks: D.F. #2
Beams & Stringers, Posts & Timbers: D.F. #1
Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9
OR OSB of equal or greater allowable stress
Glue -Lam Timber: ANSI/AITC A190.1-1992
Simple Spans: 24F -V4 Combination
Cantilevers: 24F -V8 Combination
LOADS: Roof Live Load: W psf Floor Live Load: psf
Seismic Zone 3 Wind Speed: 80 mph
Exposure: G Method 2 used -unless otherwise noted.
Allowable Soil Bearing 2 psf
ARE SPECIAL INSPECTIONS REQUIRED ?
GENERAL: Any structural or non-structural items that are not
specifically addressed in the following calculations and
or details are designed by others and are not the
responsibility of NorthStar Engineering. Verification
of the soil conditions at the project site to determine
the expansion index or bearing capacity is by others.
01-C;)740
Page 1 of 3 DWnE Cou" t i
Q -- (FSC -` 81ftD1HG DEPARTME
A P P P O V F - r 1
lo/ r-,>#. y;
!l
BY: JMR
04/04/01
JOB NO: 7337
PAGE: 2 OF:
NORTHSTAR ENGINEERING
20 DECLARATION DRIVE
CHICO, CA 95973
(530) 893-1600
DESIGN OF FOOTINGS BASED ON FORCES DETERMINED BY A & S BUILDING
SYSTEMS JOB NO. 299-3212-E
FOOTINGS AT RIGID FRAMES WITH SLAB
MAXIMUM HORIZONTAL MAXIMUM VERTICAL
6.2
LOAD (KIPS) LOAD (KIPS)
MINIMUM STEEL YIELD STRENGTH Fy =
40.00
2.0 OUTWARD 7.0
DOWNWARD S
6.2 INWARDP 6.1
UPWARD°
ACTUAL AREA OF STEEL PROVIDED =
ALLOWABLE SOIL BEARING = 1200
PSP'
BEARING AREA REQUIRED 5.8
SQ.FT.
12" X 12" PERIMETER FOOTING ? Y
(Y = YES: N = NO)
LENGTH OF FOOTING USED = 8.0
FT
THICKNESS OF SLAB = 4
INCHES
UPLIFT RESISTANCE (FTG + SLAB) = 2.5
KIPS
TRY THE FOLLOWING DIMENSIONS:
W = WIDTH _ 3.33
FT
L = LENGTH = 3.33
FT
D = DEPTH = 2.50
FT
MAXIMUM BEARING CAPACITY =
13.1
KIPS OKAY
MAXIMUM UPLIFT CAPACITY =
6.1
KIPS OKAY
WHERE:
P = MAXIMUM ALLOWABLE UPLIFT = (Wt + F)
=
3.60 KIPS
Wt = FOOTING WEIGHT =.15 KCF * W * L * D
=
3.60 KIPS
F = RESITANCE DUE TO FRICION = u * N * A
=
0.00 KIPS
u = COEFICIENT OF FRICTION OF SOIL
A= SURFACE AREA OF FOOTING AGAINST SOIL
=
=
0
33.30 SQ.FT.
E = EQUIVALENT FLUID PRESSURE ON SIDES
=
30 PSF
N = NORMAL FORCE TO THE FOOTING = (E * D) /2
=
37.50 LB
t � P
USE 3'- 4" x 3'- 4" x 2'- 6" DEEP FOOTING
DETERMINE AREA OF STEEL REQUIRED TO RESIST OUTWARD THRUST
MAXIMUM FORCE ACTING AWAY FROM SLAB =
6.2
KIPS
MINIMUM STEEL YIELD STRENGTH Fy =
40.00
KSI
MINIMUM AREA OF STEEL REQUIRED =
0.23
SQ. IN.
ACTUAL AREA OF STEEL PROVIDED =
0.4
SQ. IN.
OKAY
USE # 4 HAIRPIN AROUND EACH SET OF ANCHOR BOLTS'
BY: JMR NORTHSTAR ENGINEERING
04/04/01 20 DECLARATION DRIVE
JOB NO: 7337 CHICO, CA 95973
PAGE: ?> OF: 3 (530) 893-1600'
.DESIGN OF FOOTINGS BASED ON FORCES DETERMINED BY A & S BUILDING
SYSTEMS JOB NO. 299-3212-E
FOOTINGS AT END WALLS
MAXIMUM HORIZONTAL
LOAD (KIPS)
1.0 OUTWARD
1.0 INWARD
ALLOWABLE SOIL BEARING =
BEARING AREA REQUIRED =
12" X 12" PERIMETER. FOOTING ?
(Y = YES: N = NO)
LENGTH OF FOOTING USED =
THICKNESS OF SLAB =
UPLIFT RESISTANCE (FTG + SLAB) _
TRY THE FOLLOWING DIMENSIONS:
W = WIDTH =
L = LENGTH =
D = DEPTH =
MAXIMUM BEARING CAPACITY =
MAXIMUM UPLIFT CAPACITY =
WHERE:
MAXIMUM VERTICAL
LOAD (KIPS)
3.8 DOWNWARD
3.4 UPWARD
1200 PSF
3.1 SQ.FT.
Y
4.0 FT
4 INCHES
1.9 KIPS
2.50 FT
2.50 FT
2.00 FT
7.1 KIPS OKAY
,3.5 KIPS OKAY
P = MAXIMUM ALLOWABLE UPLIFT = (Wt + F) =
1.60
KIPS
Wt = FOOTING WEIGHT =.15 KCF * W * L * D =
1.60
KIPS
F = RESITANCE DUE TO FRICION = u * N * A =
0.00
KIPS
u = COEFICIENT OF FRICTION OF SOIL =
0
A = SURFACE AREA OF FOOTING AGAINST SOIL =
20.00
SQ. FT.
E = EQUIVALENT FLUID PRESSURE ON SIDES =
30
PSF
N = NORMAL FORCE TO THE FOOTING = (E * D) /2 =
30.00
LB
USE 2'- 6" x 2' - 6" x 2'- 0" DEEP FOOTING
APPROVED \���� ONDIRONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO AppROVAL
PERMIT CLEARANCE
Permit #: O �� �� Date:
Genera/Information `
AP#: CSL) �— 6bO- O
Owners Name: 1 TC_l� .� )� Olir. S�7 C, � ® �/Z�S
Parcel Acreage:
Owners Address: 'A CC3N ly 0v92 L O C,A `� S Z(p
Building Site Address: C .S In P 1
Prooertz -71rform4 on
Pgrmi T�ye: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ® SFD ❑ Residential Accessory
❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other
Zone District: " 1 Date of Zoning Ordinance: `� ^Zg—
General Plan: 72 Development Agreement: .
Use Permit:
Variance:
Parcel Is In: Land Conservation Agreement., nNo ❑ Yes, check use Minimum Acreage: `
Nitrate Action Plan ® No ❑ Yes
Violation Area M No ❑ Yes CSA 8-j
Specific Plan ❑ No Yes ❑ Chico ❑ D2N ❑ Cohasset
Enierprise•Zone S No ❑ Yes, check use
Floodplain No
P ® ❑yes Zone: 1 r Panel Number:
❑
Watershed Protection Zone II No Yes
Proposed Use Complies With: 7N General Plan Zoning
Pr_posed Use Re vires
Use Permit ❑ Minor. Use Permit ❑Administrative Permit C1 Accessory Building Use
Commerdal/Industrial/Multi-Family Uses:
1
Parking: ❑ Parking Requirements are OK as Shown ❑ Other
Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other
Road and Drairage Improvements Required: ❑ No ❑ Yes
ar,_o6 cable Setbacks: `
t
Zcning Ccde
Street & Highways
Fre Prevention
Subdivision Ma
Side
Side street .
Rear
3
H6cht
J /
0
I
Permit C/ Wance
Environmental Health Issues
-
Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes
Well Permit Review: Designated Well Ste ❑ No ❑ Yes
Land Development Review: Drainage Plan (CmVW/Multi) ❑ No ❑ Yes
3arcel Created by,
❑ Deeds Date of Creation: Legal Access Provided: ❑ No ❑ Yes
Deed Reference: Legal Access Required: ❑ No ❑ Yes
Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road'Name:
Compiles with County Standards for Deed Creation: ❑ No [_—]Yes
Comments: _
/) UT J) ► -_-,n1 PA -21Z
.&Map Date of Recording: [a q
Lot: S Blodc: Book: Page:7�'
:onditions That Must be Met Pricr to Issuance of Permit _
❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed
❑ Comply with condition no. of conditions of approval for the
❑ Obtain a Certificate of Compliance (See Planning Division for application).
❑ Construction across property lines is not permitted (See Land Development for a Merger Applkation/Lot Line Adjustment).
❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23).
❑ Construct road to ❑ Meet parcel size required by zone
❑ Meet current EHD requirements.
❑ Other
eneral Comments:
-PIES y . _se !S, ( LS
il Gf2�t�ii<T
e
s Jaz 02P
-- P P_cz, '2 c
Lq 29 0
e
1 7,"
ZR
``ENGINEERING
CARYVILLE9 TENNESSEE 37714
'57�-' A&S
rdff=--=KBUlLDlNG
SYSTEMSI
L.P.
A&S Building Systems, L.P.
LETTER OF CERTIFICATION
March 14, 2001
Thurman Construction, Inc.
6393 County Road 48
Willows, CA 95988
Re: A & S Job No.: 299-3212E
Location: Chico, CA
Building Size:
"A"
Width:
30'
Length:
50'
Eave Height:
12'
Roof Slope:
1:12
Bay Spacing:
2@25'
Building Type:
Rigid Frame
Gentlemen:
This is to certify that the above referenced building has been designed
• To sustain no less than the requested design loads, as listed in the order
Documentation, in accordance with AISC (Ninth Edition) and/or AISI
(1986 Edition with 1989 Revisions), and ANSI/AWS D1.1-2000 procedures.
As applicable, specifically as follows:
Code: UBC 1997
Live Load: 20 PSF Roof
Live Load: 12 PSF Frame
Snow Load: 0 PSF Ground / Roof
Wind Load: 80 MPH (Exposure C)
Dead Load: Metal Building
Collateral: 0 PSF
Seismic: Performance Category B
Other: None
This letter of certification includes only the steel building above as
designed and produced by A & S Building Systems, L.P., Caryville,
TN, an AISC Certified Manufacturer -MB, an. � e fft:1: exc des
all foundation, masonry or general coAS
ntrac v - � �y
Sincerely, �, �✓ '�
A & S BUILDING SYSTEMS, L.P.
a
Importance: N/A
Importance: 1.0
Importance: 1.0
01-0740
BUTTE COUNTY
&ULDiNG DEPARTMENT
APPROVED
P.O. Box 53, Hwy. 25 West, Caryville, TN 37714, Phone: (865) 426-2141 Fax: (865) 426-2011
0
•
A&S BUILDING SYSTEMS. INC.
3
a
origin
Endwall A
. y .
Endwall C
Building orientation
-= -
Am
FIG- 3 UN3YMMETRICAL FRAME
S
FIG. t RIGID FRAME: MEMBER NOTATION
fr
A
L
W
1
i
8
FIG. 2 RIGID FRAME: OVERALL DIMENSIONS
R.
R
ftl4T (C)A.- SIL:.
ELEVATroN
Ls r
FIG. 4 CANOPY GEOMETRY
v
FIG. 5 MING UNIT. GEOMETRY
•
•
•
(is
•
JL
0
•
FIG. 7 CRANE LOADS ON RIGID FRAME MEMBERS
I '
b f LT- 2
M LT -3
LT -
a
a '
t
a•
_ LT 5
FIG. 8 SPECIAL LOADS APPLIED TO FRAME MEMBERS
•
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TERMS.
36' NET COVERAGE " -
- 2' — .............- _..._. .......– ....... NOTES:
-- 12�._._.._. t2' ' 12'
314' 4' 4' The panel section properties have been calculated in accordance with the 1986 edition of the AISI specifications with
Z. I I 1989 addendum.
• I, is for deflection determination
13112' 13/8' l
• S. is for bending
• % is allowable bending moment
• 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
• 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
GA.
26
24
Design Thickness
(in)
0.0181
0.0223
Weight
(Pso
0.92
1.14
Fy
(ksi)
80.0
50.0
PANEL TOP IN COMPRESSION (Fy)
I, S. Ma
In / It ins / f1 in -kip / It
0.0425 0.0379 1.36
0.0596 0.0571 1.71
PANEL BOTTOM IN COMPRESSION (Fy)
IS. Ma
In' / ft in3 / It in -kip / fl
0.0414 0.0502 1.80
0.0573 0.0644 1.93
Span in Feet
26 GAUGE
24 GAUGE
4.0
5.0
6.0
7.0
8.0
Wind Load Pressure
89
I' 57
40
30
Y3
Wind Load Suction
87
55
38
--
28
21
Wind Load Deflection
108
55
32
20
14
Wind Load Pressure
112
72
50
37
29
Wind Load Suction
93
59
41
30
---
22
_
--
Wind Load Deflection
151
77
45
---- --- 28---....
------
19
Revision Date: August 12, 1998
File r1enrlrfonnlseclurn propediw. (if I�,uu h I�br dnr.
•
MANUAL: DESIGN PROCEDURES
PAuc VI::
SECTION: REC" AND WALL PANELS r. -
I a
lI
4
l0
LJ � 32
6 6 6 6 6 6 �+
I. Section properties have been calculated in accordance with current AISI
2. Minimum yield strength of
.0468
steel Is 80 KSI and 50 KSI.
3. 26 and 24 gauge panels are galvanized G-90 zinc
specifications.
(1986/89)
coating
SPAN
MAXIMUM TOTAL
UNIFORM LOAD IN
PSF
GAUGE CONDITION L=3'_6 L=4'-0 L=4'-6
L=5'-0
SIMPLE 59 -45
L=5'-6
L=6'-0
L=7'-4
26 58 39 27
29
20
15
IS
2013
(80). 2 -SPAN 59 45 36
29
24
11
6
140 94 66
3 -SPAN
52 41
48
36
28
18
169 73 51
38
28
23
16
SIMPLE 79 60 48
39
28
32
22
12
86 58 40
24 2 -SPAN 60 48
39
32
26
17
18
9
2079 7
139
71
53
22
3 -SPAN 91 70 55
162
45
37
41
31
09 77 55
P values based on bending.
deflection
lection, multiply values tbulat by .7SOSandsed On MO
r wind loading,
21
42 32 18
of For L
and
respectively.
multiply tabulated and/or calculated
ISO
180
240 360 allowable
values by
1.33.
PREPARED BY: FRM E. SGwgexr
EFFECTIVE DATE,
27
N
AMMANUAL: DESIGN PAGE: VII!
S PROCEDURES
"S suun�r� SYSTEMS,wc. SECTIO,`: ROOF 8 2 OF 4
I WALL PANELS
-------------
L
� N
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a o O:
� 8 i
$ I WIN !
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• • • • • ! o I. I I I
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a
PREPARED BY: FRED E. SCHUBERT
EFFECTIVE DATE: 10/1/98 REV. 0
28
•
•
Aa5 Bi11tDING S1rsTiMs, INC,
BIMANUAL: DESIGN
PROCEDURES
SECTION: ROOF
WALL PANELS
PAGE: VIII
OF J
PREPARED BY: FRED E. SCHUBERT
29
I
IIwlst IxIm
II'
f
EFFEcnVE DATE: 10/1/'98 REV. 0
•
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EFFEcnVE DATE: 10/1/'98 REV. 0
SECTION: SECOh7DTDESIG.,N,;
GE: VI
,IE,�fBER6uuDING SYSTLm.5, wC. �IANUAL: DESIG,�PROCEDU
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a&S sutidtng systema
MWT=k MAS
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CABLE BRACING DATA
M"I h►��D.4T:
CABLE CONSISTS OF 7 -STRAND GALVANIZED EXTRA HIGH STRENGTH (EIS) ST:N CABLE.
REF. ASTM A 475-69 FOR BREAKING STRENGTHS.
*WORKING STRENGTH DERIVED BY DIVIDING BREAKING STRENGTH BY -TWO.
••REF. AISC SPEC 'A 1.5.5. -FOR INCREASED ALLOWABLE DUE TO MIND.
REF. BRACE GRIP SYSTEM
PREFORMED LINE PRODUCTS COMPANY
CLEVELAND, OHIO 44103 FOR TABLES BELOW.
RATED- BREAKING
STRENGTH (lbs)
OF EMS STRAND
•
WORKING
STRENGTH
•.
INCREASED
ALLOWABLE
SIZE
STRENGTH
•2 (lbs)
x4/3 Tbs)
(KIPS)
1/4•
6.650
3,325
49433
4.433
3/8'
159400
7,700
10.267
10.267
1/2' 1
26,900 1
13,450
179933
17.933
LISTED BELOW ARE THE RECOMMENDED EYEBOLT
SIZES TO USE PITH BRACE -GRIPS.
BRACE -GRIP
CAT. NO.
STRAND
SIZE
EYEBOLT
SIZE
BRG-2580
1/4"
1/2"
BRG-2583
3/8"
5/8"
BRG-2585
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7/8"
.
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HOUSTON. TEXAS CAIIYVILIE. TENNESSEE
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wL = PSF AAY erlltre
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Jea NO.
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CK'D. BY DATE
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A & S Building Systems, Inc.
CARYVILLE. TENNESSEE SHEET OF
N0.
STANnARD CTBT DFTATT.S MADE BY DATE
CK'D BY DATE
DETAIL A
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2 12"' BOLTS,
t'- BOLTS
O • ' 1
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L�
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NOWALL GIRT
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•
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12'- BOLTS
'2"' BOLTS
DETAIL
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2.12" -BOLTS
72-2-0 BOLTS
TAI
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CAMILLE. TENNESSEE SHEET OF
NO.
STANDARD BRARTNa FRAME ENDRAFTER DEBT TT .. MADE BY DATE
CK'D BY DATE
:cMMML P -12M
COLD FORMED CHARRELt ARE S7 = MDL 1EU&
HOT ROLLED SHAPES ARE 30.
•• RAFTERS ARE DESIGNED AS CONTINUOUS BEAMS.
DESIGN IN ACCORDANCE WITH CURRENT AISC
OR AISI SPECIFICATIONS AS APPLICABLE.
0
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TYPICAL COLDFORMED COLUMN TYPICAL NOT -ROLLED COLUMN
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WITH COLUMN
f— VARI$ Wrra Mna=
BEARING FRAME PEAK CONN.
WITH COLUMN
w
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A & S Building Systems, Inc.
CARYVILLE. TENNESSEE SHEET OF
NO.
STANDARD PITRT.TN 1nFTATTs MADE BY DATE
CK'D BY DATE
12'4 BOLTS 2-12'9 BOLT
NAIL A
SIMPLE SPAN INTERIOR FRAME
1'-234 2'-534
-4
2-12'.#BOLTS
� 2-12 "'BOLTS
• O • • •
L
2-12 "' BOLTS #
•
DETAIL
CONTINUOUS INTERIOR FRAME 03'-812 LAP
DETAIL E
BEARWG END FRAME
12"- BOLTS
00
D TAIL 8
CONTINUO
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-534 2'-530
4
254
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DEQ
CONTINUOUS INTERIOR FRAME —@ 4'-1112
ILTS
1R • USE 4-'2** BOLTS ATPURLIN TO CLIP CONNECTION ON 30 LL-2S'aA" •un
0 A 6 S BUILDING SYST#KC-
DATE 03-13-01 16:39:45 CARYVILLE, TENNESSEE
BUILDING SERIES ...
RF
SPAN ..............
30.000 FT.
EAVE HEIGHT (B) ...
12.000 FT.
EAVE HEIGHT (D) ...
12.000 FT.
ROOF SLOPE ........
1.000/12
END FRAME (C) .....
BEARING FRAME
END FRAME (A) .....
BEARING FRAME
***** GENERAL BUILDING INFORMATION *****
LIVE LOAD (ROOF) ...
20.00 PSF
LIVE LOAD (FRAME) ..
12.00 PSF
WIND LOAD ... !......
80.00 MPH
SNOW LOAD ..........
10.00 PSF
DEAD LOAD ..........
STRUCTURAL ONLY
COLLATERAL LOAD ....
0.00 PSF
BUILDING CODE ......
COLD FORM DESIGNED USING 1986/89 AISI SPECIFICATIONS.
+** PANEL ***
26 GA. VISTASHEEN ROOF
26 GA. VISTASHEEN 50 KSI WALLS
*** BAY SPACING *** (FROM ENDWALL C)
2 BAYS @ 25.00 FT.
*** PURLINS ***
BAYS FROM ENDWALL "C" - AT SIDEWALL "B" AND AT SIDEWALL "D" //
2 BAYS OF 8Z14 CONTINUOUS WITH LONG LAPS @ 5.000 FT., WITH CC BOLTS AT LAP
*** SIDEWALL B & D GIRTS *** (FROM ENDWALL C)
2 BAYS OF 8212 FLUSH FRAME @ 7.292
22
DESPRT-SLST-D93jf
RUN NO. D93212E
SHEET 1 OF _
JOB NO. 299-3212
MADE BY DATE
CHKD BY DATE
23 .
A 6 S BUILDING SYSTEONC.
DESPRT-SLST-D932
RUN NO. D93212E
DATE 03-13-01 16:39:45
CARYVILLE, TENNESSEE
SHEET 2 OF _
JOB NO. 299-3212
MADE BY DATE
CHKD BY DATE
+++++
GENERAL BUILDING INFORMATION *****
*** ENDWALL C & A *** (FROM SIDEWALL B)
GIRTS ARE SIMPLE SPAN @ 7.292
SPACINGS: 16 8.00
14.00 8.00 16 0.00
0.00
COLUMNS: 8C3)X 8C314
8C314 8C314
BASE PL. PAT.: 1 1
1 1
0
GIRTS: 8Z16
8Z16 8216
RAFTER: 14.341 FT. OF 8C314 14.341 FT. OF BC314
*** BRACING ***
BRACED AT BAY #: 2
SIDEWALL "B":
0.0000 12.0000
BAY 2
ROOF - FROM SIDEWALL "B" TO PEAK:
8.0000
BAY 2 1/4"-C
ROOF - FROM SIDEWALL "D" TO PEAK:
8.0000
BAY 2 1/4"-C
SIDEWALL "D":
0.0000 12.0000
BAY 2 0
23 .
A & S Building Systems, L.P.
CARYVILLE, TENNESSEE SHEET OF
NO. - 3ZIZZ�
toP
9= f= OYLS MADE BY DMZ DATE I dl
•
0
•
Date: 03/14/2001 Nl:oment End -Plate Connection Design
Time: 8:59:09 AM
Job#: 299-3212e Client: Thurman Construction
By: DMR
Part: knee connection End User: Mark Keenen
O 0
-------- ---
O
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General Information:
Design procedure:
ASD
Design Approach:
Thin Plate
Bolt Type:
A325
Bolts Tightening Method:
Fully Tightened
Is This a Rigid Frame Connection?
Yes
Design or Analysis:
Analysis
Section Data.
Web Depth:
12.00 in
Outer Flange Thickness:
0.250 in
Total Depth:
12.50 in
Inner Flange Thickness:
0.250 in
Web Thickness:
0.1875 in
Common Inner Bolts Pitch:
4.00 in
Flange Width:
5.00 in
Plate Material Yield:
50 ksi
Positive Moment:
Negative Moment:
Positive Moment:
323.28 k -in
Negative Moment:
438.12 k -in
Axial Load:
7.44 kip
Axial Load:
7.05 kip
Shear Load:
6.72 kip
Shear Load:
6.38 kip
Adjusted Moment (Mu):
867.24 k -in
Adjusted Moment (Mu):
1096.32 k -in
Type of Connection:
Extended
Type of Connection:
Extended
Bolt gage:
3.00 in
Bolt gage:
3.00 in
Inner Flange Ext. Length:
4.00 in
Outer Flange Ext. Length:
4.00 in
Inner Flange Bolts Pitch:
2.00 in
Outer Flange Bolts Pitch:
2.00 in
Inner Flange 1 st Inner Bolts Pitch:
2.00 in
Outer Flange I st Inner Bolts Pitch 2.00 in
Moment Arm:
24.50 in
Moment Arm:
24.50 in
Proof Load:
27.61 kip
Proof Load:
39.76 kip
Plate Thickness:
0.63 in
Plate Thickness:
0.63 in
Number of Bolts:
4
Number of Bolts:
4
Bolt Diameter:
0.63 in
Bolt Diameter:
0.75 in
Is Stiffener Required?:
No
Is Stiffener Required?:
No
Stiffener Thickness:
N/A
Stiffener Thickness:
N/A
Pre Tension Load:
19.00 kip
Pre Tension Load:
28.00 kip
Qmax:
0.00 kip
Qmax:
0.00 kip
0.75MQ:
888.06 k -in
0.75MQ:
1320.13 k -in
is 0.75 MQ > Mu?
Yes
is 0.75 MQ > Mu?
Yes
Result:
Positive Moment Area
Thickness
Negative Moment Area
Use 4-3/4" Diameter Bolts
5/8" Plate
Use 4-3/4" Diameter Bolts
•
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Main Windforce Resistina Svstem (Riaid Frame
Wind Left Windward Wall
Wind Left Windward Roof
Wind Left Leeward Roof w -
Wind Left Leeward Wall —o'S
Wind Right Windward Wall
Wind Right Windward Roof
Wind Right Leeward Roof —D.
Wind Right Leeward Wall O S
0
SHEET
Building CodeNO.
OF
q - -3 Z�Z�
MADE BY DM )7— DATE 3 d
Building Shell Enclosed
Part. Enclosed / Open CK'D BY
DATE
�vlm
K=
Wind Speedy MPH
Wind PressurePSF Exposure: Components GFrameG
Wind Coefficients
%(�, `7"C/ ��
r -
Components and Claddinq
Purlin Uplift
Girt Pressure-�G
Girt Suction
Endwall Column Pressure
Endwall Column Suction
Diagonal Bracing Pressure
Diagonal Bracing Suction
Bearing Frame Rafter Uplift k
Main Windforce Resistina Svstem (Riaid Frame
Wind Left Windward Wall
Wind Left Windward Roof
Wind Left Leeward Roof w -
Wind Left Leeward Wall —o'S
Wind Right Windward Wall
Wind Right Windward Roof
Wind Right Leeward Roof —D.
Wind Right Leeward Wall O S
0
****OTE ***** INPUT QUEUE LISTING
QQ,THURMAN CONSTRUCTION,CHAD THURMAN,
D93212E,299-3212E,,,MARK KEENEN,SHOP,
30,50,12,1,2,25,1,1,1,1,
20,1_80,16.4,0,0,11,
-1.0,0.9,-0.9,0.9,-0.9,0.8,-0.5,-1.5,
ROOF,1,1,2,1,1,1,1,5,1,C,
WALL,1,3,2,1,S,S,
EWCS,8,14,8,
SWGS,7.2917,4.7083,
EWGS,7.2917,5.9583,
WRAY,2,
DESN,2,
OPUT,1,1,1,1,1,1,1,1,
FRAM,0,1,1,1,
+++++ END OF INPUT QUEUE +++++++++®
•
•
++++++++++
DESPRT-SLST-D93f
! A 6 S BUILDING SYS* INC.
DATE 03-13-01 16:39:45 CARYVILLE, TENNESSEE
INPUT DATA ECHO (BASIC INPUT)
t
2
DESPRT-SLST-D93
PAGE : 1
RUN NO. D93212E
------------------------------------------------------------------------------
IDENTIFICATION
------------------------------------------------------------------------------
QUOTE INFORMATION
BUILDER
THURMAN CONS
QUOTE NUMBER
D93212E
ATTENTION
CHAD THURMAN
DATE RECEIVED
CITY STREET
JOB NUMBER
299-3212
CUSTOMER
MARK KEENEN
REVISION
0
JOB LOCATION
•
BUILDING END USE -------SHOP
BUILDING GEOMETRY
------------------------------------------------------------------------------
DESIGN LOAD
BUILDING SERIES
RF
LIVE LOAD(PSF)
20.00
COLUMN TYPE
STRAIGHT
TRIBUTARY REDUCTION
YES
NUMBER OF FRAME MODULES 1
WIND LOAD(PSF)
16.40
NUMBER OF -BAYS
2
WIND VELOCITY(MPH)
80.00
WIDTH(FT)
30.00
COLLATERAL LOAD (PSF)
0.00
LENGTH(FT)
50.00
BUILDING CODE
EAVE HEIGHT(FT)
12.00
GROUND SNOW LOAD(PSF)
10.00
ROOF SLOPE(IN/FT)
1.00
UL90 ROOF
NO
BAY SPACING
25.00
END FRAME "C"
BEARING FRM
END FRAME "A"
------------------------------------------------------------------------------
BEARING FRM
COVERING TRIM AND SILL OPTIONS
------------------------------------------------------------------------------
•**• ROOF ****
**** WALL ****
-------------------------------------------------------------------=----------
PANEL TYPE
VISTASHEEN
PANEL TYPE VISTASHEEN 50 KSI
GAGE
26
GAGE
26
COLOR
COLOR
COLOR
COLOR
STITCH FASTENER
14X7/8 LAP LLC
STITCH FASTENER
14X7/8 LAP LLC
MEMBER FASTENER
12X1-1/4 SDS LLC
MEMBER FASTENER 12X1-1/4 SDS LLC
MASTIC
3/8X3/32
BASE MEMBER
BASE TRIM
RAKE TRIM
RAKETRIM K76
EAVE TRIM
-----------------------------------------------------------------------------C3
EAVETRIM K79
t
2
DESPRT-SLST-D93
PAGE : 1
RUN NO. D93212E
A 6 S BUILDING SYS NC.
DATE 03-13-01 16:39:45 CARYVILLE, TENNESSEE
***** ROOF PURLIN DESIGN *****
D E S I G N D A T A- LIVE LOAD INCLUDES COLLATERAL LOAD WHEN APPLICABLE
•
3
DESPRT-SLST-D93
PAGE 2
RUN NO. D93212E
DESIGN TRIBUTARY SPACING
5.017 FT
SLOPE ADJUSTMENT FACTOR
0.997
ROOF SLOPE
1.000 /12
ROOF LOAD
1.070 PSF
LIVE LOAD
20.000 PSF
WIND LOAD
16.400 PSF
SPAN LEFT END RIGHT END
LENGTH LAP LENGTH LAP LENGTH
WIND
SPAN SECTION (FT.)
---- -------
(FT.) (FT.)
UPLIFT
1 8214
------- ----------
24.8333
---------- ----------
0.0000 2.3333
-1.00
2 8214
24.8333
2.3333 0.0000
-1.00
LOAD
BEGIN LOAD
END
LOAD
LOAD GROUP
LOAD APPLIED
DISTANCE AND INTENSITY DISTANCE AND INTENSITY
NAME
----------
TYPE ON SPAN
---- -------
(FEET) (LB;LB/FT)
----------------------
(FEET)
----------------------
(LB;LB/FT)
LL
UNIF 1
0.0000 99.65
24.8333
99.65
LL
UNIF 2
0.0000 99.65
24.8333
99.65
DL
UNIF 1
0.0000 5.35
24.8333
5.35
DL
UNIF 2
0.0000 5.35
24.8333
5.35
-WL
UNIF 1
0.0000 -82.28
24.8333
-82.28
-WL
UNIF 2
0.0000 -82.28
24.8333
-82.28
Z*WGT
UNIF 1
0.0000 3.31
24.8333
3.31
Z*WGT
UNIF 2
0.0000 3.31
24.8333
3.3a)
•
3
DESPRT-SLST-D93
PAGE 2
RUN NO. D93212E
0
DATE 03-13-01 16:39:45
RESULTS FOR LOAD COMBINATION 1 - DL + M
A 6 S BUILDING SYSTE NC.
CARYVILLE, TENNESSEE
***** ROOF PURLIN DESIGN *****
DESPRT-SLST-D93
PAGE 3
jf
RUN NO. D93212E
•
MOMENT
S (KIP -FT)
S
H E A R (KIP)
SPAN
DEFLECTION
* LEFT LEFT
RIGHT
RIGHT *
LEFT
LEFT RIGHT
RIGHT
(INCHES)
RATIO
* SUPPORT LAP
IN SPAN
X -CORD LAP
SUPPORT *
SUPPORT
LAP LAP
SUPPORT
----------------------------
*------------------------------------------------------------
*----------------------------------------
1
1.217
245.
* 0.000
4.326
8.65 -5.624
-9.346 *
0.969
-1.469
-1.721
2
----------------------------------------------------------------------------------------------------------------------------------
1.217
245.
* -9.346 -5.624
4.326
16.18
0.000 *
1.721
1.469
-0.969
SPAN
SECTION
DESIGN
ALLOW. MAX. LOCATION MAX.
ALLOW. MAX. LOCATION COMBINED
LOCATION
MOMENT.
BENDING BENDING
SHEAR
SHEAR SHEAR
BENDING
BENDING
UNBRACED
MOMENT RATIO
RATIO
SHEAR
ANALYSIS
FLANGE
----------------------------------------------------------------------------------------------------------------------------------
(KIP-FT)(KIP-FT)'
(KIP)
(KIP)
RATIO
METHOD
LENGTH
1
8214
-5.624
6.042 0.931 R
-1.469
3.826 0.384
R 1.014
R
AISI C.3.1.2'
5.0000
2
'8214
-5.624
6.042 0.931 L
1.469
3.826 0.384
L 1.014
L
'AISI C.3.1.2
5.0000
----------------------------------------------------------------------------------------------------------------------------------
LS = LEFT SUPPORT
L = LEFT LAP
P = IN SPAN
R = RIGHT LAP
RS = RIGHT
SUPPORT
•
DATE 03-13-01 16:39:45
A 6 S BUILDING SYSNC.
CARYVILLE, TENNESSEE
***** ROOF PURLIN DESIGN *****
PAGE :
DESPRT-SLST-D93�
4
RUN NO.
D93212E
I
RESULTS FOR LOAD COMBINATION 2 - DL + WL
M O M E N
T S (KIP -FT)
S
H E A R (KIP)
SPAN
DEFLECTION
* LEFT LEFT
w
RIGHT_
RIGHT *
LEFT
LEFT RIGHT
RIGHT
(INCHES)
RATIO
* SUPPORT LAP
IN SPAN
X -CORD LAP
SUPPORT *
SUPPORT
LAP LAP
SUPPORT
----------------------------
*------------------------------------------------------------
*----------------------------------------
1
-0.827
360.
* 0.000
-2.941
8.65 3.823
6.352 *
-0.658
0.998
1.170
2
----------------------------------------------------------------------------------------------------------------------------------
-0.827
360.
* 6.352 3.823
-2.941
16.18
0.000 *
-1.170
-0.998
0.658
SPAN
SECTION
DESIGN
u,
ALLOW. MAX. LOCATION MAX.
ALLOW. MAX. LOCATION COMBINED LOCATION
MOMENT
BENDING BENDING
SHEAR
SHEAR SHEAR
BENDING
BENDING
UNBRACED
MOMENT RATIO
RATIO
SHEAR
ANALYSIS.
FLANGE
(KIP-FT)(KIP-FT) -
(KIP)
(KIP)
RATIO
METHOD
LENGTH
-----------------------------------7----------------------------------------------------------------------------------------------
1
8Z14
-2.941
5.673 0.518 P
0.998
5.101 0.196
R 0.269
P
1989 ADDENDUM
0.0000
2
8Z14
-2.941
.5.673 0.518 P
-0.998
5.101 0.196
L 0.269
P
1989 ADDENDUM
0.0000
----------------------------------------------------------------------------------------------------------------------------------
LS = LEFT SUPPORT
L = LEFT LAP
P = IN SPAN
R = RIGHT LAP
RS = RIGHT SUPPOR'D
I
•
i
DATE 03-13-01
A-9 S BUILDING SYSTjoNC.
16:39:45 CARYVILLE, TENNESSEE
D E S I G N D AT A
--------------------------
LOAD CASE 1 DL+LL
LOAD CASE 2 DL+WL
ROOF LOAD 1.070 PSF
LIVE LOAD 20.000 PSF
WIND LOAD 16.400 PSF
DEFLECTION NA
WIND UPLIFT COEF -1.000
PANEL TYPE VISTASHEEN
PANEL YIELD STRENGTH: 80 KSI .
--------------------------------------
SPAN LENGTH DEFLECTION LEFT
(FT) (IN) (K -F)
--------------------------------------
1 5.000 0.116 0.000
2 5.017 0.032 -0.056
3' 3.983 0.041 -0.040
--------------------------------------
***** ROOF PANEL ANALYSIS *****
------------------------------------
MOMENT ---------
BENDING RATIO
ALLOWABLE
MIDSPAN
RIGHT
BENDING
(K -F)
------------------------------------
(K -F)
(KSI)
0.041
-0.056
36.000
0.019
-0.040
36.000
0.024
------------------------------------
0.000
36.000
6
DESPRT-SLST-D9324
PAGE 5
RUN NO. D93212E
----------------------------------------
-------
BENDING RATIO
------
LOAD
LEFT
MIDSPAN
RIGHT
CASE
----------------------------------------
0.000
0.357
0.371
1
0.371
0.163
0.263
1
0.263
0.213
0.000
1
----------------------------------------R
I
7
A
6 S BUILDING SYST*NC.
PAGE
DESPRT-SLST-D93 "F..M
6
:
DATE 03-13-01
16:39:45
CARYVILLE, TENNESSEE
RUN
NO. D93212E
***** SIDEWALL GIRT DESIGN *****
(SIMPLE SPAN)
D E S I G
N D A T A
--------------------------
LOAD CASE 1
WIND PRESSURE
LOAD CASE 2
WIND SUCTION
WIND LOAD
16.400 PSF
WIND PRESSURE COEF. 0.900
WIND SUCTION COEF. -0.900
DEFLECTION
L/ 60
GIRT SPACINGS
7.292 4.708
----------------------------------------------------------------------------------------------------------------------------------
TRIBUTARY
-------
SHEAR ------- *------- BENDING -------
*
LOAD
BENDING
UNBRACED
SPAN LENGTH
SECTION SPACING
FORCE
ALLOW. RATIO * MOMENT ALLOW.
RATIO
* DEFLECT.
CASE
ANALYSIS
FLANGE
(FT)
----------------------------------------------------------------------------------------------------------------------------------
(FT)
(KIPS)
(KIPS) * (KIP -FT) (KIP -FT)
* (IN)
METHOD
LENGTH
1 24.167
8212 6.00
1.07
16.74 0.06 * -6.47 6.35
1.02
* 1.69
2
1989 ADDENDUM
0.0000
2 24.167
8212 6.00
1.07
16.74 0.06 * -6.47 6.35
1.02
* 1.69
2
1989 ADDENDUM
0.0000
---------------------------------------------------------------------------------------------------------------------------------o
I
7
•
8
DESPRT-SLST-D93
PAGE 7
RUN NO. D93212E
--------------------------------------
----- BENDING RATIO ------
LOAD
LEFT MIDSPAN RIGHT
CASE
A 6 S
BUILDING
SYSTEOINC.
2
-------------------------------------9
'
DATE 03-13-01
16:39:45
CARYVILLE,
TENNESSEE
***** SIDEWALL PANEL ANALYSIS *****
D E S I G N
D A T A
--------------------------
LOAD CASE 1
WIND PRESSURE
LOAD CASE 2
WIND SUCTION
WIND LOAD
16.400 PSF
WIND PRESSURE COEF 0.900
WIND SUCTION COEF
-0.900
PANEL TYPE
VISTASHEEN
PANEL YIELD STRENGTH: 80 KSI
•
-----------------------------------------
-------------------------------
---------
MOMENT
---------
ALLOWABLE
SPAN LENGTH
DEFLECTION
LEFT
MIDSPAN
RIGHT
BENDING
(FT)
-----------------------------------------------------------------------------
(IN)
(K -F)
(K -F)
(K -F)
(KSI)
1 7.292
-0.414
0.000
-0.064
0.076
48.000
2 4.708
-----------------------------------------------------------------------------
-0.002
0.076
-0.012
0.000
48.000
•
8
DESPRT-SLST-D93
PAGE 7
RUN NO. D93212E
--------------------------------------
----- BENDING RATIO ------
LOAD
LEFT MIDSPAN RIGHT
CASE
--------------------------------------
0.000 0.318 0.499
2
0.499 0.059 0.000
2
-------------------------------------9
9 `
DESPRT-SLST-D9321 M
'
0
A b S BUILDING SYSTENC.
PAGE 8
DATE 03-13-01
16:39:45
CARYVILLE, TENNESSEE
RUN NO. D93212E
***** ENDWALL GIRT DESIGN *****
(SIMPLE SPAN)
D E S I G N
D A T A
--------------------------
LOAD CASE 1
WIND PRESSURE
LOAD CASE 2
WIND SUCTION
WIND LOAD
16.400 PSF
WIND PRESSURE COEF. 0.900
WIND SUCTION COEF. -0.900
DEFLECTION
L/ 60
•
GIRT SPACINGS
7.292 5.958
--------------------------------------------------------------------------------------------------------------------------------
TRIBUTARY
------- SHEAR ------- *------- BENDING ------- *
LOAD BENDING
UNBRACED
SPAN LENGTH
SECTION SPACING
FORCE ALLOW. RATIO * MOMENT ALLOW.
RATIO *
DEFLECT.
CASE ANALYSIS
FLANGE
(FT)
(FT)
(KIPS) (KIPS) * (KIP -FT) (KIP -FT)
*
(IN)
METHOD
LENGTH
--------------------------------------------------------------------------------------------------------------------------------
1 7.292
8216 6.63
0.36 3.05 0.12 * -0.65 3.31
0.20 *
0.03
2 1989 ADDENDUM
0.0000
2 13.292
8216 6.63
0.65 3.05 0.21 * -2.16 3.31
0.65 *
0.30
2 1989 ADDENDUM
0.0000
3 7.292
8216 6.63
0.36 3.05 0.12 * -0.65 3.31
0.20 *
0.03
2 1989 ADDENDUM
0.0000
-------------------------------------------------------------------------------------------------------------------------------9
9 `
# A & S BUILDING SYSTIINC.
DATE 03-13-01 16:39:45 CARYVILLE, TENNESSEE
***** ENDWALL COLUMN DESIGN *****
PAGE
DESPRT-SLST-D93
9
RUN NO.
D93212E
10
---WIND LOAD ---
PRESSURE SUCTION
(KIPS) (KIPS)
-1.23 -1.23
-0.32 0.32
'D E S
I G N D
A T A-
LIVE LOAD INCLUDES COLLATERAL LOAD WHEN APPLICABLE
--------------------------
TRIBUTARY SPACING
4.000
FT
LOAD CASE 1
DL+LL
(1.0)
LOAD CASE 2
DL+WL
(1.0)
LOAD CASE 3
DL+LL+WL/2
(1.0)
LOAD CASE 4
DL+LL/2+WL
(1.0)
ROOF LOAD
2.118
PSF
DEFLECTION
L/ 60
LIVE LOAD
20.000
PSF
WIND PRESSURE COEF.
0.900
.
WIND LOAD
16.400
PSF
WIND SUCTION COEF.
-0.900
CORNER COLUMN
A LOCATED
0.0000 FT. FROM SIDEWALL B
R E
A C T I O N S
COLUMN
ROOF
LIVE
---WIND
LOAD --- MAXIMUM *
DEAD
LIVE SNOW
SECTION
LENGTH
LOAD
LOAD
PRESSURE
SUCTION DEFLECTION *
DIRECTION
LOAD
LOAD LOAD
I(9
(FT)
(KIPS)
(KIPS)
(K/FT)'
(K/FT) (IN) *
(KIPS)
(KIPS) (KIPS)
8C3X
11.00
0.11
1.00
0.059
0.059 0.06 *
VERTICAL
0.15
1.00 0.35
*
HORIZONTAL
0.00
0.00 0.00
-----------------------------------------------------------------------7-----------------------------------
*
*
* BENDING
Y
-------
SHEAR -------
*-------
AXIAL ------- *-------
BENDING ------
* + AXIAL
LOAD
CORD
FORCE
ALLOW.
RATIO
* FORCE
ALLOW. RATIO * MOMENT
ALLOW. RATIO
* RATIO
CASE
(FT)
(KIPS)
(KIPS)
* (KIPS)
(KIPS) * (KIP -FT)'
(KIP -FT)
-----------------------------------------------------------------------------------------------------------
0.00
0.00
3.83
0.00
* 1.15
10.98 0.10 * 0.00
5.31 0.00
* 0.10
1
2.43
0.18
5.10
0.04
* -1.09
14.64' 0.07 * 0.61
7.08 0.09
* 0.16
2
4.86
0.04
5.10
0.01
* -1.10
14.64 0.08 * 0.88
7.08 0.12
* 0.20
2
7.29
-0.11
5.10
0.02
* -1.11
14.64 0.08 * 0.80
7.08 0.11
* 0.19
2
7.29
-0.11
5.10
0.02
* -1.11
20.01 0.06 * 0.80
8.16 0.10
* 0.15
2
9.15
-0.22
5.10
0.04
* -1.12
20.01 0.06 * 0.50
8.16 0.06
* 0.12
2
11.00
0.00
3.83
0.00
* 1.11
15.01 0.07 * 0.00
6.12 0.00
* 0.07
(1]
10
---WIND LOAD ---
PRESSURE SUCTION
(KIPS) (KIPS)
-1.23 -1.23
-0.32 0.32
•
0 A 6 S BUILDING SYSTEONC.
DATE 03-13-01 16:39:45 CARYVILLE, TENNESSEE
***** ENDWALL COLUMN DESIGN *****
DESPRT-SLST-D93212EM
PAGE : 10
RUN NO. D93212E
D E S
I G N D
A T A-
LIVE LOAD INCLUDES COLLATERAL LOAD WHEN APPLICABLE
--------------------------
TRIBUTARY SPACING
11.000
FT
LOAD CASE 1
DL+LL
(1.0)
LOAD CASE 2
DL+WL
(1.0)
LOAD CASE 3
DL+LL+WL/2
(1.0)
LOAD CASE 4
DL+LL/2+WL
(1.0)
ROOF LOAD
2.118
PSF
DEFLECTION
L/ 60
LIVE LOAD
20.000
PSF
WIND PRESSURE COEF.
0.900
WIND LOAD
16.400
PSF
WIND SUCTION COEF.
-0.900
COLUMN
B LOCATED
8.0000 FT. FROM SIDEWALL B
R E
A C T I O N S
COLUMN
ROOF
LIVE
---WIND
LOAD --- MAXIMUM *
DEAD
LIVE SNOW
---WIND LOAD ---
SECTION
LENGTH
LOAD
LOAD
PRESSURE
SUCTION DEFLECTION *
DIRECTION
LOAD
LOAD LOAD
PRESSURE SUCTION
(FT)
(KIPS)
(KIPS)
(K/FT)
(K/FT) (IN) *
(KIPS)
(KIPS) (KIPS)
(KIPS) (KIPS)
8C314
.11.67
0.29
2.75
0.162
0.162 0.20 *
VERTICAL
0.34
2.75 0.96
-3.38 -3.38
*
HORIZONTAL
0.00
0.00 0.00
-0.95 0.95
-----------------------------------------------------------------------------------------------------------------------------
*
*
* BENDING
Y
-------
SHEAR -------
* -------
AXIAL ------- *-------
BENDING ------
* + AXIAL
LOAD
CORD
FORCE
ALLOW.
RATIO
* FORCE
ALLOW. RATIO * MOMENT
ALLOW.
RATIO
* RATIO
CASE
(FT)
(KIPS)
(KIPS)
* (KIPS)
(KIPS) * (KIP -FT)
(KIP -FT)
-----------------------------------------------------------------------------------------------------------------------------
0.00
0.00
3.83
0.00
* 3.09
10.89 0.28 * 0.00
5.31
0.00
* 0.28
1
2.43
0.55
5.10
0.11
* -3.06
14.52 0.21 * 1.82
' 7.08
0.26
* 0.43
2
4.86
0.16
5.10
0.03
* -3.07
14.52 0.21 * 2.69
7.08
0.38
* 0.54
2
7.29
-0.24
5.10
0.05
* -3.07
14.52 0.21 * 2.59
7.08
0.37
* 0.53
2
7.29
-0.24
5.10
0.05
* -3.07
19.17 0.16 * 2.59
8.01
0.32
* 0.44
2
9.48
70.59
5.10
0.12
* -3.08
19.17 0.16 * 1.68
8.01
0.21
* 0.34
2
11.67
0.00
3.83
0.00
* 3.04
14.37 0.21 * 0.00
6.01
0.00
* 0.21
4]
0
A b S BUILDING
SYSTF�INC.
PAGE
11 DESPRT-SLST-D932
DATE 03-13-01 16:39:45
CARYVILLE,
TENNESSEE
RUN NO.
D93212E
***** ENDWALL COLUMN DESIGN *****
12
D E S
I G N D A T A- LIVE LOAD INCLUDES COLLATERAL LOAD WHEN APPLICABLE
--------------------------
TRIBUTARY SPACING
11.000 FT
LOAD CASE 1
DL+LL
(1.0)
LOAD CASE 2
DL+WL
(1.0)
LOAD CASE 3
DL+LL+WL/2
(1.0) _
LOAD CASE 4
DL+LL/2+WL
(1.0)
ROOF LOAD
2.118 PSF
DEFLECTION
L/ 60
LIVE LOAD
20.000 PSF
WIND PRESSURE COEF.
0.900
•
WIND LOAD
16.400 PSF
WIND SUCTION COEF.
-0.900
COLUMN
C LOCATED
22.0000 FT. FROM SIDEWALL B
R E
A C T I
O N S
COLUMN
ROOF LIVE
---WIND LOAD --- MAXIMUM *
DEAD
LIVE
SNOW ---WIND LOAD ---
SECTION
LENGTH
LOAD LOAD
PRESSURE SUCTION DEFLECTION *
DIRECTION
LOAD
LOAD
LOAD PRESSURE SUCTION
(FT)
(KIPS) (KIPS)
(K/FT) (K/FT) (IN) *
(KIPS)
(KIPS)
(KIPS) (KIPS) (KIPS)
BC314
11.67
0.29 2.75
0.162 0.162 0.20 *
VERTICAL
0.34
2.75
0.96 -3.38 -3.38
*
HORIZONTAL
0.00
0.00
0.00 -0:95 0.95
------------------------------------------------------------------------7----------------------------------------------------
* *
* BENDING
Y
-------
SHEAR -------
*------- AXIAL ------- *-------
BENDING ------
* + AXIAL
LOAD
CORD
FORCE
ALLOW. RATIO
* FORCE ALLOW. RATIO * MOMENT
ALLOW. RATIO
* RATIO
CASE
(FT)
(KIPS)
(KIPS)
* (KIPS) (KIPS) * (KIP -FT)
(KIP -FT)
-----------------------------------------------------------------------------------------------------------------------------
0.00
0.00
3.83 0.00
* 3.09 10.89 0.28 * 0.00
5.31 0.00
* 0.28
1
2.43
0.55
5.10 0.11
* -3.06 14.52 0.21 * 1.82
7.08 0.26
* 0.43
2
4.86
0.16
5.10 0.03
* -3.07 14.52 0.21 * 2.69
7.08 0.38
* 0.54
2
7.29
-0.24
5.10 0.05
* -3.07 14.52 0.21 * 2.59
7.08 0.37
* 0.53
2
7.29
-0.24
5.10 0.05
* -3.07 19.17 0.16 * 2.59
8.01 0.32
* 0.44
2
9.48
-0.59
5.10 0.12
* -3.08 19.17 0.16 * 1.68
8.01 0.21
* 0.34
2
11.67
0.00 .
3.83 0.00
* 3.04 14.37 0.21 * 0.00
6.01 0.00
* 0.21
O]
12
•
•
9 A 6 S BUILDING SYSTEWC.
DATE 03-13-01 16:39:45 CARYVILLE, TENNESSEE
***** ENDWALL COLUMN DESIGN *****
DESPRT-SLST-D93
PAGE 12
RUN NO. D93212E
D E S I G N D A T A- LIVE LOAD INCLUDES COLLATERAL LOAD WHEN APPLICABLE
-------------------------
TRIBUTARY SPACING SPACING 4.000 FT
LOAD CASE 1 DL+LL (1.0)
LOAD CASE 2 DL+WL (1.0)
LOAD CASE 3 DL+LL+WL/2 (1.0)
LOAD CASE 4 DL+LL/2+WL (1.0)
ROOF LOAD 2.118 PSF DEFLECTION L/ 60
LIVE LOAD 20.000 PSF WIND PRESSURE COEF. 0.900
WIND LOAD 16.400 PSF WIND SUCTION COEF. -0.900
CORNER COLUMN D LOCATED 30.0000 FT. FROM SIDEWALL B R E A C T I O N S
COLUMN ROOF LIVE ---WIND LOAD --- MAXIMUM * DEAD LIVE SNOW
SECTION LENGTH LOAD LOAD PRESSURE SUCTION DEFLECTION * DIRECTION LOAD LOAD LOAD
IV (FT) (KIPS) (KIPS) (K/FT) (K/FT) (IN) * (KIPS) (KIPS) (KIPS)
8C3jet 11.00 0.11 1.00 0.059 0.059 0.06 * VERTICAL 0.15 1.00 0.35
* HORIZONTAL 0.00 0.00 0.00
-----------------------------------------------------------------------------------------------------------
* * * BENDING
Y ------- SHEAR ------- *------- AXIAL ------- *------- BENDING ------ * + AXIAL LOAD
CORD FORCE ALLOW. RATIO * FORCE ALLOW. RATIO * MOMENT ALLOW. RATIO * RATIO CASE
(FT) (KIPS) (KIPS) * (KIPS) (KIPS) * (KIP -FT) (KIP -FT)
-----------------------------------------------------------------------------------------------------------
0.00 0.00 3.83 0.00 * 1.15 10.98 0.10 * 0.00 5.31 0.00 * 0.10 1
2.43 0.18 5.10 0.04 * -1.09 14.64 0.07 * 0.61 7.08 0.09 * 0.16 2
4.86 0.04 5.10 0.01 * -1.10 14.64 0.08 * 0.88 7.08 0.12 * 0.20 2
7.29 -0.11 5.10 0.02 * -1.11 14.64 0.08 * 0.80 7.08 0.11 * 0.19 2
7.29 -0.11 5.10 0.02 * -1.11 20.01 0.06 * 0.80 8.16 0.10 * 0.15 2
9.15 -0.22 5.10 0.04 * -1.12 20.01 0.06 * 0.50 8.16 0.06 * 0.12 2
11.00 0.00 3.83 0.00 * 1.11 15.01 0.07 * 0.00 6.12 0.00 * 0.07 m
13
---WIND LOAD ---
PRESSURE SUCTION
(KIPS) (KIPS)
-1.23 -1.23
-0.32 0.32
14
A 6 S BUILDING
SYSTEINC.
PAGE :
DESPRT-SLST-D932
13
DATE 03-13-01 16:39:45
CARYVILLE,
TENNESSEE
RUN NO.
D93212E
***** BEARING FRAME
RAFTER DESIGN
***+*
D E S I G N D
A T A- LIVE LOAD INCLUDES
COLLATERAL LOAD WHEN APPLICABLE
--------------------------
TRIBUTARY SPACING
12.500
FT
LOAD CASE 1
DL+LL
LOAD CASE 2
DL+WL
DEAD LOAD
2.118
PSF
LIVE LOAD
20.000
PSF
WIND LOAD
16.400
PSF
•
DEFLECTION
WIND SUCTION COEF.:
: .50
-1 -1.500
--------------------------------------------------------------------------------------------------------------------------
-------
SHEAR -------
*-------
BENDING -------
* LOAD
DEFLECTION
MEMBER LENGTH
SECTION
LOCATION
FORCE
ALLOW. RATIO
* MOMENT
ALLOW.
RATIO
* CASE
(IN)
(FT)
--------------------------------------------------------------------------------------------------------------------------
(FT)
(KIPS)
(KIPS)
* (KIP -FT)
(KIP -FT)
1 14.34
8C314
1
0.00
0.49
3.83 0.13
* 0.00
5.88
0.00
* 1
0.00
2
1.75
0.00
3.83 0.00
* 0.43
5.88
0.07
* 1
0.00
3
7.32
-1.55
3.83 0.41
* -3.89
6.10
0.64
* 1
0.00
4
7.32
1.96
3.83 0.51
* -3.89
6.28
0.62
* 1
0.00
5
14.34
0.00
3.83 0.00
* 3.00
5.88
0.51
* 1
0.23
2 14.34
BC314
1
0.00
0.00
3.83 0.00
* 3.00
5.88
0.51
* 1
0.23
2
7.02
-1.96
3.83 0.51
* -3.89
6.28
0.62
* 1
0.00
3
7.02
1.55
3.83 0.41
* -3.89
6.10
0.64
* 1
0.00
4
12.59
0.00
3.83 0.00
* 0.43
5.88
0.07
* 1
0.00
5
14.34
-0.49
3.83 0.13
* 0.00
5.88
0.00
* 1
0.00
-------------------------------------------------------------------------------------------------------------------------8
14
i
•
DESPRT-SLST-D932�1
PAGE 14
RUN NO. D93212E
----------------------------------------
------- BENDING RATIO ------
iA
LEFT MIDSPAN RIGHT
CASE
& S
BUILDING
SYSTE C.
2
---------------------------------------�
'
DATE 03-13-01 16:39:45
CARYVILLE,
TENNESSEE
***** ENDWALL PANEL ANALYSIS *****
D E S I G N
D A T A
--------------------------
LOAD CASE 1
WIND PRESSURE
LOAD CASE 2
WIND SUCTION
WIND LOAD
16.400 PSF
WIND PRESSURE COEF
0.900
WIND SUCTION COEF
-0.900
PANEL TYPE
VISTASHEEN
PANEL YIELD STRENGTH: 80 KSI
•
------------------------------------------
--------------------------------
--------
MOMENT
---------
ALLOWABLE
SPAN LENGTH
DEFLECTION
LEFT
MIDSPAN
RIGHT
BENDING
(FT)
----------------------------------------------------------------------------
(IN)
(K -F)
(K -F)
(K -F)
(KSI)
1 7.292
-0.379
0.000
-0.061
0.083
48.000
2 5.958
----------------------------------------------------------------------------
-0.091
0.083
-0.030
0.000
48.000
i
•
DESPRT-SLST-D932�1
PAGE 14
RUN NO. D93212E
----------------------------------------
------- BENDING RATIO ------
LOAD
LEFT MIDSPAN RIGHT
CASE
----------------------------------------
0.000 0.303 0.550
2
0.550 0.152 0.000
2
---------------------------------------�
•
*****'E.W. WIND THRUST ( 1.60 KIPS) CAN BE RESISTED BY DIAPHRAGK ACTIiSN ( 3.60 KIPS5)
-��
07e
16
DESPRT-SLST-D932
o 0. 761 /,�
l/r
-o!? �• Z"7 14'
.
f
0 0
***** E.W. WIND THRUST ( 1.60 KIPS) CAN BE RESISTED BY DIAPHRAGM ACTION ( 3.60 KIPSD]
C]
•
DESPRT-SLST-D932#
A 6 S BUILDING SYS*INC.
DATE 03-13-01 16:39:45 CARYVILLE, TENNESSEE
***** DIAGONAL BRACING DESIGN *****
D E S I G N D A T A
-----------------------
LOAD CASE 1 WIND LOAD
WIND LOAD 16.400 PSF
WIND PRESSURE COEF. 0.800
WIND SUCTION COEF. -0.500
NUMBER OF BRACED BAY 1
BRACING TYPE CABLE
BRACED AT BAY () 2
UNIFORM BAY SPACING 25.00
---------------------------------------------------------------------------------------------
ENDWALL * AXIAL LOAD STRUT PURLIN * AXIAL FORCE STRUT PURLIN * TENSION BRACE SIZE
COLUMN NO. * IN END BAY REQUIREMENT * IN STRUT REQUIREMENT * REQUIRED
* PURLINS * PURLINS
* (KIPS) * (KIPS) * (KIPS) (IN.)
---------------------------------------------------------------------------------------------
(SIDEWALL B)
1 * 0.3193 NONE * 2.0187 NONE * 2.1742 0.2500
2 * 0.9230 NONE * 1.5000 NONE * 1.5425 0.2500
3 * 0.9230 NONE * 1.5000 NONE * 1.5425 0.2500
(SIDEWALL D)
4 * 0.3193 NONE * 2.0187 NONE * 2.1742 0.2500
---------------------------------------------------------------------------------------------
0-7
18
DESPRT-SLST-D93
PAGE 15
RUN NO. D93212E
------------------
* REACTION
* TO LOAD
* FRAME CASE
* (KIPS)
------------------
0.8075 1
* 0.3600 1
* 0.3600 1
* 0.8075 1
-----------------9
DESPRT-SLST-D93212EM
v
0
PAGE : 16
.
A 6 S BUILDING SYSTEl*NC.
DATE 03-13-01
16:39:45 CARYVILLE, TENNESSEE
RUN NO. D93212E
***** EAVE STRUT ANALYSIS,*****
D E S I G N
D A T A- LIVE LOAD INCLUDES COLLATERAL LOAD WHEN APPLICABLE
--------------------------
LOAD CASE 1
DL+LL (1.0)
LOAD CASE 2
DL+LL/2+WL (1.0)
LOAD CASE 3
DL+LL+WL/2 (1.0)'
DEAD LOAD
1.070 PSF
LIVE LOAD
20.000 PSF
WIND LOAD
16.400 PSF
DEFLECTION
NA
•
------------------------------------------------------
------------------------ -
*BENDING
--------------------------------------------
*
------- AXIAL ------- *------- BENDING ------ *
+
DEFLECTION
LOAD BENDING
UNBRACED
SPAN LENGTH
SECTION FORCE ALLOW. RATIO * MOMENT ALLOW. RATIO *
AXIAL
CASE ANALYSIS
FLANGE
(FT)
(KIPS) (KIPS) * (KIP -FT) (KIP -FT) *
RATIO
(IN)
METHOD
LENGTH
--------------------------------------------------------------------------------------------------------------------------------
2 25.00
8ES14 0.00 10.48 0.00 * 4.43 8.12 0.55 *
0.55
1.24
1 AISI C3.1.2
25.0000
2 25.00
8ES14 0.00 10.48 0.00 * 4.43 8.12 0.55 *
0.55
1.24
1 AISI C3.1.2
25.0000
-------------------------------------------------------------------------------------------------------------------------------5
19;
� s
DATE 03-13-01 16:39:45
DESCRIPTION
BASE SHELL BUILDING
•
•
A 6 S BUILDING SYS C.
CARYVILLE, TENNESSEE
**** ENGINEERING MANHOUR SUMMARY ****
MANHOURS
1500.00 SQ.FT.
TOTAL MANHOURS
20
18.0 HRS
18.0'
DESPRT-SLST-D932�
PAGE : 17
RUN NO. D93212E
DESPRT-SLST-D932
• . * A 6 S BUILDING SYST4NC- PAGE : 18
DATE 03-13-01 16:39:45 CARYVILLE, TENNESSEE RUN NO. D93212E
U
•
SUPPLEMENTAL BUILDING INFORMATION:
----------------------------------------------------------------------------
***SECONDARY DESIGN OPTIONS:
STRESS RATIOS: DEFLECTION:
PURLIN= 1.03 PURLIN=NA
GIRT= 1.03 GIRT=L / 60
EW COL= 1.03 EW COL=L / 60
---------------------------------------------------------------------------9
21
DESPRT-FLST-D932
DAT1813-2001 17:07:57 A 6 S BUILDING SYSONC. PAGE: 1
RUN NO: D93212EM
CARYVILLE,TENNESSEE
DD,THURMAN CONS,CHAD THURMAN, 1,
D93212E 299-3212, 0, 1 50.0000,
30.0000, 12.0000, 1.0000, 31.2500,RF , 1,
12.00, 16.40, 2.12, 10.00,11, ,1.00,
FRAM, 1,1,1,,,,,,0, 0.0000,
WIND,0.8,-0.7,-0.7,-0.5,0.8,-0.7,-0.7,-0.5,
DESN,2,,, ,50_50,
SWGB, 0.0000, 7.2917, 4.7083, 0.0000, 0.0000, 0.0000, 0.0000, 0.0000, 0.0000,
PURE, 8.2500, 5.0000,
MEMB
BL,W08Xo15 , 8.110, 8.110, 0.000, 0.000, 0.000, 1.500,50.000
LP,W12X014 ,11.910,11.910, 0.000, 0.000, 0.000, 1.000,50.000
LOAD,
LP,1,2,H,0.735,1,
RP,1,2,H,0.735,1,
COMB,
1,1,0_1,0.714,
FE]
DESPRT-FLST-D932
DA To
13-2001 17:07:57 A 6 S BUILDING SYSIWC. PAGE: 2
RUN NO: D93212EM
CARYVILLE,TENNESSEE
D E S I G N
D A T A
-----------------------
BUILDING SERIES
RF
WIDTH
30.0000 FT
EAVE HEIGHT
12.0000 FT
ROOF SLOPE
TRIBUTARY SPACING
1.0000 IN/FT
31.2500 FT
BUILDING CODE
LIVE LOAD
12.00 PSF
WIND LOAD
16.40 PSF
DEAD LOAD
2.12 PSF
GROUND SNOW LOAD
10.00 PSF
NUMBER OF CYCLES
1
GIRT AND PURLIN DATA
-----------------------
SIDEWALL B
----------
SIDEWALL D
----------
COL. TO STEEL LINE
DISTANCE (IN)
0.0000
0.0000
GIRT SPACINGS (FT)
7.2917 /
7.2917
4.7083
4.7083
FLANGE BRACING AT
SIDEWALL B GIRT NO.
1
FLANGE BRACING AT
SIDEWALL D GIRT NO.
1
RAFTER TO STEEL LINE AT ROOF (IN) :
8.2500
8.2500
PURLIN SPACINGS (FT)
1
@ 4.9827
1 @ 4.9827
1
@ 5.0000
1 @ 5.0000
1
@ 3.9688
1 @ 3.9688
1
@ 1.0485
1 @ 1.0485
FLANGE BRACING AT
PURLIN NO. (LEFT )
: 1 2
3
FLANGE BRACING AT
PURLIN NO. (RIGHT)
1 2
3
WIND COEFFICIENTS
7 ------------
WIND FROM LEFT :
C1= 0.800 C2= -0.700 C3=
-0.700 C4= -0.500.
r
i
2
DESPRT-FLST-D93
DAO-13-2001 17:07:57 A 6 S BUILDING SYSt*INC. PAGE: 3
RUN NO: D93212EM
CARYVILLE,TENNESSEE
D E S I G N D A T A (CONTINUED)
-----------------------
MEMBER PROPERTIES
---------------------------------------
LOAD COMBINATION
CASE 1 DL + LL (1.00)
CASE 2 DL + WLL (1.00)
CASE 3 DL + LL/2 + WLL (1.00)
CASE 4 DL + LL + WLL/2 (1.00)
CASE 5 DL + UBL (1.00)
CASE 6 DL + SPC 1 (1.00)
CASE 7 DL + LL + SPC 1 (1.00)
UBL : FULL SNOW LOAD ON LEFT ROOF SLOPE + 0.50 X SNOW LOAD ON RIGHT ROOF SLOPE
3
END
---- DEPTH ----
OUTER
INNER
FLANGE
WEB
MEMBER TYPE
COND.
WEIGHT M SECTION LENGTH
START END
FLANGE
WEB FLANGE
YIELD
YIELD
f---------------------------------------------------------------------------------------------------------------------------
BL WO8X015
P -F
163.78
1A 10.370
8.11 8.11
4.015 X 0.3150
0.2450 4.015 X 0.3150
50.00
50.00
LP W12XO14
F -F
208.85
1A 15.052
11.91 11.91
3.970 X 0.2250
0.2000 3.970 X 0.2250
50.00
50.00
LOAD COMBINATION
CASE 1 DL + LL (1.00)
CASE 2 DL + WLL (1.00)
CASE 3 DL + LL/2 + WLL (1.00)
CASE 4 DL + LL + WLL/2 (1.00)
CASE 5 DL + UBL (1.00)
CASE 6 DL + SPC 1 (1.00)
CASE 7 DL + LL + SPC 1 (1.00)
UBL : FULL SNOW LOAD ON LEFT ROOF SLOPE + 0.50 X SNOW LOAD ON RIGHT ROOF SLOPE
3
DAT1013-2001 17:07:57 A 6 S BUILDING SYSONC.
CARYVILLE,TENNESSEE
L O A D S R E P O R T
---------------------------------------------------------------------------------------
LOAD
---------------------------------------------------------------------------------------
MEMBER
DIRECTION
TYPE
START DIST.
INTENSITY
END DIST.
DL
BL
VER.
UNIF
0.0000
-0.0172
0.0000
WLL
BL
HOR.
UNIF
0.0000
0.4100
0.0000
WLL
BL
HOR.
CONC
10.8351
0.4755
0.0000
WLL
BL
MOMT
10.8351
-0.2757
0.0000
DL
LP
VER.
UNIF
0.0000
-0.0821
0.0000
DL
LP
VER.
CONC
0.0000
-0.0277
0.0000
DL
LP
MOMT
0.0000
0.0047
0.0000
LL
LP
VER.
UNIF
0.0000
-0.3750
0.0000
LL
LP
VER.
CONC
0.0000
-0.1267
0.0000
LL
LP
MOMT
0.0000
0.0214
0.0000
WLL
LP
VER.
UNIF
0.0000
0.3587
0.0000
WLL
LP
HOR.
UNIF
0.0000
-0.3587
0.0000
WLL
LP
VER.
CONC
0.0000
0.1212
0.0000
WLL
LP
MOMT
0.0000
-0.0205
0.0000
WLL
LP
HOR.
CONC
0.0000
-0.0101
0.0000
WLL
LP
MOMT
0.0000
0.0003
0.0000
UBF
LP
VER.
UNIF
0.0000
-0.2188
0.0000
UBF
LP
VER.
CONC
0.0000
-0.0739
0.0000
UBF
LP
MOMT
0.0000
0.0125
0.0000
DL
BR
VER.
UNIF
0.0000
-0.0172
0.0000
WLL
BR
HOR.
UNIF
0.0000
0.2562
0.0000
WLL
BR
HOR.
CONC
10.8351
0.2972
0.0000
WLL
BR
MOMT
10.8351
-0.1723
0.0000
DL
RP
VER.
UNIF
0.0000
-0.0821
0.0000
DL
RP
VER.
CONC
0.0000
-0.0277
0.0000
DL
RP
MOMT
0.0000
-0.0047
0.0000
LL
RP
VER.
UNIF
0.0000
-0.3750
0.0000
LL
RP
VER.
CONC
0.0000
-0.1267
0.0000
LL
RP
MOMT
0.0000
-0.0214
0.0000
WLL
RP
VER.
UNIF
0.0000
0.3587
0.0000
WLL
RP
HOR.
UNIF
0.0000
0.3587
0.0000
WLL
RP
VER.
CONC
0.0000
0.1212
0.0000
WLL
RP
MOMT
0.0000
0.0205
0.0000
WLL
RP
HOR.
CONC
0.0000
0.0101
0.0000
WLL
RP
MOMT
0.0000
-0.0003
0.0000
UBF
RP
VER.
UNIF
0.0000
-0.1094
0.0000
UBF
RP
VER.
CONC
0.0000
-0.0370
0.0000
UBF
RP
MOMT
0.0000
-0.0062
0.0000
SPC 1
LP
HOR.
CONC
1.0000
0.7350
0.0000
SPC 1
RP
HOR.
CONC
1.0000
0.7350
0.0000
--------------------------------------------------------------------------------------8
4
DESPRT-FLST-D93
PAGE: 4 0
RUN NO: D93212EM
DESPRT-FLST-D932
DAT3013-2001 17:07:57 A 6 S BUILDING SYS #NC. PAGE: 5 if
RUN NO: D93212EM
CARYVILLE,TENNESSEE
D E S I G N S U M M A R Y
----------------------------
-----------------------------------------------------------------------------------------------------------------------------
-- INTERNAL FORCES --
*--------- ALLOWABLES----------
*-------------
STRESS RATIOS -------------
*
SECTION
BENDING
*
-- BENDING --
*
-- BENDING --
BENDING
CRIT *
LOAD
NAME
SHEAR
AXIAL
MOMENT
* SHEAR
AXIAL
OUTER
INNER
* SHEAR
AXIAL
OUTER INNER
+ AXIAL
RATIO*
CASE
DIST.
-----------------------------------------------------------------------------------------------------------------------------
(KIPS)
(KIPS)
(K -FT)
* (KIPS)
(KSI)
(KSI)
(KSI)'*
*
(FT)
BL1A
5.65
-7.05
36.51
* 52.99
14.74
40.00
40.00
* 0.11
0.11
0.93 0.93
0.96
0.96 *
2
10.37
LP1A
6.38
-2.46
35.77
* 44.66
18.95
36.76
40.00
* 0.14
0.03
0.78 0.72
0.78
0.78 *
2
0.60
BR1A
2.60
-7.44
-26.94
* 39.74
14.74
30.00
30.00
* 0.07
0.11
0.91 0.91
0.96
0.96 *
7
10.37
RP1A
----------------------------------------------------------------------------------------------------------------------------Q
-6.72 -2.48 -26.20 * 44.66 18.95 30.00 27.57 *
0.15 0.03
0.70 0.77 0.79 0.79 *
7 0.60
5
DAT1013-2001 17:07:57 A b S BUILDING SYS #NC.
CARYVILLE,TENNESSEE
G E N E
---------------------------------------
R A L
I N F O R M A
T I O N
REACTIONS
DEAD
LIVE
WIND
UBL
SPEC
(KIPS)
LOAD
LOAD
LOAD
LOAD
LOAD
LEFT
1
---------------------------------------------------------------------
LEFT COL.
HOR
0.37
1.70
-6.02
0.74
-0.73
LEFT COL..
VER
1.42
5.62
-7.02
2.88
-0.55
RIGT COL.
HOR
-0.37
-1.70
-1.97
-0.74
-0.73
RIGT COL.
---------------------------------------------------------------------
VER
1.42
5.63
-3.74
2.04
0.55
i
------------------------------------------------------
JOINT
B
L P
R
B
CORD.
------------------------------------------------------
X-FT
0.34
0.34 15.00
29.66
29.66
Y -FT
------------------------------------------------------
0.00
10.84 12.06
10.84
0.00
VERTICAL CLEARANCE AT KNEE LEFT = 10.37 FT
HORIZONTAL CLEARANCE AT THE KNEE = 28.65 FT
VERTICAL CLEARANCE AT RIDGE = 11.56 FT
WEIGHT OF FRAME MEMBERS = 745.27 LBS
WEIGHT OF MISC. ITEMS = 104.34 LBS(14.0%)
TOTAL 849.60 LBS
MAXIMUM BENDING PLUS AXIAL STRESS RATIO = 0.98
6 1
DESPRT-FLST-D932f
PAGE: 6
RUN NO: D93212EM
7
DESPRT-FLST-D93
PAGE: 7
RUN NO: D93212EM
DAT*13-2001
17:07:57
A & S BUILDING SYSIOINC.
CARYVILLE,TENNESSEE
D E F L E
-----------------------
C T I O N S
--------------------------------------------
HORIZONTAL
VERTICAL
LOADING ---------------------
AT
CONDITION
LEFT RIGHT
PEAK
KNEE KNEE
--------------------------------------------
DEAD LOAD
-0.018 0.018
-0.221
LIVE LOAD
-0.081 0.081
-1.007
WIND LEFT
2.320 2.159
0.996
UBL
0.018 0.088
-0.440
SPC CASE 1 0.669 0.669 0.000
-------------------------------------------M
7
DESPRT-FLST-D93
PAGE: 7
RUN NO: D93212EM
DATE 03-13-2001 17:07:59 A 6 S BUILDING SYSTEMS INC.
CARYVILLE, TENNESSEE
**** EXTERIOR COLUMN BASE CONNECTION ****
D E S I G N
--------------------------
D A T A
ANCHOR BOLTS: 2- 0.750 INCH DIAMETER A307
BASE PLATE: 8.000 X 0.375 X 8.110 50.0 KSI
CASE
SHEAR
AXIAL
WIND
(KIP)
(KIP) INDICATOR
CONCRETE: 3.000 KSI
1
-2.07
7.05
1.00
2
2.07
7.05
1.00
3
5.65
-5.59
1.33
4
2.35
-2.32
1.33 r
5
4.80
-2.78
1.33
6
3.20
0.49
1.33
7
0.94
3.54
1.33
8
3.06
5.17
1.33
9
-1.12
4.30
1.00
10
1.12
3.46
1.00
11
0.36
0.88
1.00
'12
1.11
1.97
1.00
13
-1.55
6.66
1.00
14
2.60
7.44
1.00
r
CONTROLLING
CONDITIONS
----------------------------------------------------------------------------
y *
ANCHOR
SHEAR ----------- *
----------- AXIAL --}--------
BOLT
FORCE STRESS
ALLOW. RATIO *
FORCE STRESS ALLOW. RATIO
----------------------------------------------------------------------------
CASE
(KIPS) (KSI)
(KSI) *,
(KIPS) (KSI) (KSI)
3
5.65 6.39
13.33 0.48
-5.59 -6.33 19.33 0.33
---------------------------------------------------------------------------9
DESPRT-NLST-D93
PAGE: 1
QUOTE NO: D93212E
DATE 03-13-2001 17:07:59 A 6 S BUILDING SYSTEMS INC.
CARYVILLE, TENNESSEE
**** VERTICAL KNEE CONNECTION ****
DESPRT-NLST-D93�
PAGE: 2
QUOTE NO: D93212E
D E S I G N D A T A
--------------------------
'
BOLTS:
6- 1.000
INCH DIAMETER A325
BUTT
PLATE:
4.015 X 1.000
X 11.910 36.0
KSI
CASE MOMENT AXIAL
SHEAR WIND
(K -FT) (KIP)
(KIP) INDICATOR
1 -20.61 2.07
6.57
1.00
2 -20.61 3.13
-6.14
1.00
3 35.77 -0.75
-5.61
1.33
4 -11.22 -1.12
2.18
1.33
5 27.32 0.10
-2.91
1.33
6 -19.67 0.16
-0.34
1.33
7 -0.87 1.51
3.18
1.33
8 -24.36 2.29
-4.50
1..33
9 -11.00 1.12
3.93
1.00
10 -11.22 1.62
-2.93
1.00
11 4.11 -0.36
0.64
1.00
12 -11.54 1.38
-1.52
1.00
13 -15.02 1.55
6.18
1.00
14 -26.20 3.71
-6.44
1.00
CONTROLLING CONDITIONS
--------------------------------------------------------------------=------------------------------------------------------
ALLOW
BOLT
BOLT
PLATE
CONNECTION
TEN
COMP
NEU. AXIS
MOMENT AXIAL SHEAR
BOLT TEN
STRESS
SHEAR
STRESS
MOMENT OF
SECTION
SECTION
FROM END
K -FT KIP KIP
---------------------------------------------------------------------------------------------------------------------------
KSI
KSI
KSI
KSI
INERTIA
MODULUS
MODULUS
OF PLATE
-26.20 3.71 -6.44
TOP ROW
33.8373
16.2886
1.3658
-7.3014
129.71
19.206
43.520
2.980
2ND TOP ROW
26.4011
0.0000
0.000
35.77 -0.75 -5.61
BOT ROW
35.2014
29.2808
1.1896
-13.3977
82.50
14.738
31.998
2.578
2ND BOT ROW
35.2014
13.6728
31.758
---------------------------------------------------------------------------------------------------------------------------
TAIL DIMENSIONS TO BOLT ROWS FROM OUTSIDE
WORKING POINT TO CENTER OF
BOLT ROW
2.1758
5.1758
8.1758
*MAX APPLIED TENSILE LOAD NOT ANALYZED*
***NOMINAL BOLT SPACING = 3.000
INCHES
. � DESPRT-NLST-D93211
*** SES FOR 2ND ROWS NOT CALCULATED IF
B T PITCH EXCEEDS NOMINAL BOLT SPACING
t
3
DATE 03-13-2001 17:07:59 A 6 S BUILDING SYS VNC.
CARYVILLE, TENNESSEE
**** PEAK CONNECTION ****
DESPRT-NLST-D9321
PAGE: 3
QUOTE NO: D93212E
D E S I G N D A T A
BOLTS:
6- 0.625 INCH DIAMETER A325
--------------------------
BUTT
PLATE:
3.970 X 0.500
X 11.951 50.0
KSI
CASE MOMENT AXIAL
SHEAR WIND
(K -FT) (KIP)
(KIP) INDICATOR
1 24.12 2.07
-0.02
1.00
2 -15.17 -1.18
-1.63
1.33
3 -5.28 -0.33
-1.63
1.33
4 14.37 1.30
-0.83
1.33
5 12.98 1.12
-0.41
1.00
6 4.32 0.37
-0.55
1.00
7 24.11 2.07
-0.41
1.00
CONTROLLING CONDITIONS
----------------------------------------------------------------------------------------------------------------------------
ALLOW
BOLT
BOLT
PLATE
CONNECTION
TEN
COMP
NEU. AXIS
MOMENT AXIAL SHEAR
BOLT TEN
STRESS
SHEAR
STRESS
MOMENT OF
SECTION
SECTION
FROM END'
K -FT KIP KIP
----------------------------------------------------------------------------------------------------------------------------
KSI
KSI
KSI
KSI
INERTIA
MODULUS
MODULUS
OF PLATE
-15.17 -1.18 -1.63
TOP ROW
35.2014
34.0052
0.8829
-9.3646
31.93
5.455
19.384
1.647
2ND TOP ROW
35.2014
16.9029
11.191
24.12 2.07 -0.02
BOT ROW
44.0000
31.2712
0.0093
-8.5812
75.91
9.243
33.904
2.239
2ND BOT ROW
26.4011
19.8317
14.563
----------------------------------------------------------------------------------------------------------------------------
TAIL DIMENSIONS TO BOLT ROWS FROM OUTSIDE
WORKING POINT TO CENTER OF BOLT ROW
4.4513
7.4513
10.4513
***NOMINAL BOLT SPACING = 3.000 INCHES
***STRESSES FOR 2ND ROWS NOT CALCULATED IF
BOLT PITCH EXCEEDS NOMINAL BOLT SPACING
4
DATE -13-2001 17:07:59 A & S BUILDING SYS VINC.
CARYVILLE, TENNESSEE
D E S I G N
--------------------------
D AT A
CASE
SHEAR
AXIAL
WIND
(KIP)
(KIP)
INDICATOR
1
-2.07
7.05
1.00
2
2.07
7.05
1.00
3
-2.35
-2.32
1.33
4
-5.65
-5.59
1.33
5
-3.20
0.49
1.33
6
-4.80
-2.78
1.33
7
-3.06
5.17
1.33
8
-0.94
3.54
1.33
9
-1.12
3.46
1.00
10
1.12
4.30
1.00
11
-1.11
1.97
1.00
12
-0.36
0.88
1.00
13
-2.60
7.44
1.00
14
1.55
6.66
1.00
**** EXTERIOR COLUMN BASE CONNECTION ****
ANCHOR BOLTS: 2 - 0.750 INCH DIAMETER A307
BASE PLATE: 8.000 X 0.375 X 8.110 50.0 KSI
CONCRETE: 3.000 KSI
CONTROLLING CONDITIONS
----------------------------------------------------------------------------
*
ANCHOR ----------- SHEAR ----------- * ----------- AXIAL -----------
BOLT FORCE STRESS ALLOW. RATIO * FORCE STRESS ALLOW. RATIO
CASE (KIPS) (KSI) (KSI) * (KIPS) (KSI) (KSI)
----------------------------------------------------------------------------
4 -5.65 -6.39 13.33 0.48 -5.59 -6.33 19.33 0.33
---------------------------------------------------------------------------8
5 i
DESPRT-NLST-D9321
PAGE: 4
QUOTE NO: D93212E
� r
DATE 3-13-2001 17:07:59 A 6 S BUILDING SYSTEMS INC.
CARYVILLE, TENNESSEE
**** VERTICAL KNEE CONNECTION ****
DESPRT-NLST-D93 if
PAGE: 5
QUOTE NO: D93212E
D E S I G N D A T A
--------------------------
BOLTS:
6- 1.000
INCH DIAMETER A325
BUTT
PLATE:
4.015 X 1.000
X 11.910 36.0
KSI
CASE MOMENT
AXIAL
SHEAR
WIND
(K -FT)
(KIP)
(KIP)
INDICATOR
1 -20.61
2.07
6.57
1.00
2 -20.61
3.13
-6.14
1.00
3 -11.22
-0.75
-2.33
1.33
4 35.77
-1.66
5.41
1.33
5 -19.67
0.10
0.36
1.33
6 27.32
-0.38
2.89
1.33
7 -24.36
1.51
4.81
1.33
8 -0.87
2.02
-2.88
1.33
9 -11.22
1.12
3.16
1.00
10 -11.00
1.75
-3.69
1.00
11 -11.54
1.11
1.73
1.00
12 4.11
-0.25
-0.69
1.00
13 -26.20
2.60
6.96
1.00
14 -15.02
2.55
-5.84
1.00
CONTROLLING CONDITIONS
----------------------------------------------------------------------------------------------------------------------------
ALLOW
BOLT
BOLT
PLATE
CONNECTION
TEN
COMP
NEU. AXIS
MOMENT AXIAL
SHEAR
BOLT TEN
STRESS
SHEAR
STRESS
MOMENT OF
SECTION
SECTION
FROM END
K -FT KIP
----------------------------------------------------------------------------------------------------------------------------
KIP
KSI
KSI
KSI
KSI
INERTIA
MODULUS
MODULUS
OF PLATE
-26.20 2.60
6.96
TOP ROW
33.8373
16.3122
1.4774
-7.2778
129.71
19.206
43.520
2.980
2ND TOP
ROW 26.4011
0.0000
0.000
35.77 -1.66
5.41
BOT ROW
35.2014
29.4755
1.1470
-13.3783
82.50
14.738
31.998
2.578
----------------------------------------------------------------------------------------------------------------------------
2ND BOT
ROW 35.2014
13.8675
31.758
TAIL DIMENSIONS TO
BOLT ROWS FROM OUTSIDE
WORKING POINT TO CENTER OF
BOLT ROW
2.1758
5.1758
8.1758
***NOMINAL BOLT SPACING = 3.000 INCHES
***STRESSES FOR 2ND ROWS NOT CALCULATED IF
BOLT PITCH EXCEEDS NOMINAL BOLT SPACING
6
NGIN. IN-G-
DAImA
o r*
CARYVILLE, TENNESSEE 37714
a
N09020Z