2005, 05-19 Permit App: 05001700 Pole BldgProject Number: 05001700
Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 05/19/2005 Page 1 of 2
Proiect Information:
Permit Use: 30 X 30 POLE BUILDING W/30 X 10 LEAN TO
Setbacks: Front 130 Left: 57 Right: 5 Rear: 150
Site Information:
Plat Key:
Name: HOERLES ACRE TRACTS
Contact: COUGAR CONSTRUCTION
Address: 9293 RAMSGATE LN
C - S - Z: HAYDEN, ID 83835
Phone: (208) 640-6636
Group Name:
Project Name:
District: Nort
Parcel Number: 35121.6323 Block:
SiteAddress: 7202 E MARIETTA AVE
Location:: CSV
Zoning: UR -3.5
Water District:
Urban Residential 3.5
Area: 30,864 Sq Ft Width: 0
Nbr of Bldgs: 2 Nbr of Dwellings: 1
Review Information
Lot:
Owner: Name: NORRIS, GEORGE P & CAROL M
Address: 1511 LAS BRISAS DR
HOLLISTER, CA 95023
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Permits:
((AU
Ca.( %t �, L(. '(O (
ccd()4.
Operator: K_C Printed By: K_C
Print Date: 05/19/2005
Project Number: 05001700 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 05/19/2005 Page 2 of 2
Building Permit
Contractor: COUGAR CONSTRUCTION Firm: COUGAR CONSTRUCTION
Address: 38207 N PONDS RD Phone: (509) 292-9504
ELK WA 99009
Building Characteristics
Group: U-1 Type: VB
Total Area 1200
Building Height 0
Stories 1
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
CARPORT U-1 VB 300 $4,500.00 300 $4,500.00
GARAGE U-1 VB 900 $17,100.00 900 $17,100.00
Item Description
RESIDENTIAL PERMIT FEE
STATE SURCHARGE
Notes:
Payment Summary:
Permit Type
Building Permit
Totals: 1,200 $21,600.00 1,200 $21,600.00
Units Unit Desc
1 SELECT
1 SELECT
Permit Total Fees:
Fee Amount
$349.25
$4.50
$353.75
Fee Amount Invoice Amount Amount Paid Amount Owing
$353.75 $353.75
$0.00 $353.75
$353.75 $353.75 $0.00 $353.75
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: K_C Printed By: K_C Print Date: 05/19/2005
Sp�kane4.0.0%iley
BUILDING PERMIT APPLICATION WORKSHEET
City of Spokane Valley Community Development Department
Building Division
11707 E. Sprague Avenue, Suite 106
Spokane Valley, WA 99206
Phone: (509) 688-0036; Fax: (509) 688-0037
REQUIRED SITE INFORMATION
Street Address: 7/0 Z E. 1,r\e-kkq 'NEACCone_ Vaitk-1 L ct 212
Assessor's Tax Parcel Number(s): �v- S)ll • (obZ?,
Legal Description: frack. (b 1-1-cZr1e ker. ' 4 crt * 1)41141
PERMIT DESCRIPTION:
76- Building Permit ❑ Change in Use ❑ Grading ❑ Manufactured Home
❑ Relocation ❑ Tenant Improvement ❑ Fire Safety ❑ Other
OWNER/APPLICANT INFORMATION
❑ Owner: C7es. S
Phone: $?,t G0361115 Fax:
Address: 1511 Las &t5m. Dr.
oli CA- 45023
City
State Zip Code
❑ Contractor: c ("Dt +Nckor\ (fere)
Phone: 208 fd-4o vl, Fax:2'$ 792-8373
Adress: 9283 Qann.5 1)'i
,51-- .0 $3835
City • State Zip Code
❑ Applicant: aa -115
Phone: 60-W3( Fax: '
Address: 97...61$ ian sgptle L A
ea"•D 83$36-
City State Zip Code
❑ Architect: /find tioOF
Phone: 358 70'(- 2.57R Fax:
Address:
City
WA State Contractor License #: (°boL G4R155bb Contact:
Spokane Valley Bus. Liscense #: Contact:
State Zip Code
U) -)2A-5
PERMIT/BUILDING INFORMATION
HEIGHT TO PEAK:
DIMENSIONS:
(253X3o
# OF STORIES:
I
MAIN FLOOR TO S' .FTG:
214u FLOOR S9. FTG:
UNFIN BASEMENT SQ. FTG:
FINISHED BAS ENT SQ. FTG:
GARAG SQ. FT/9:
DECK/COV. PATIO SQ. FTG:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
HEAT SOURCE:
# OF BEDROOMS:
TOTAL HABITABLE SPACE:
IMPERVIOUS SURFACE AREA:
COST OF PROJECT:
%53,000
30% SLOPES ON PROPERTY:
ASYSTEM?
SEWER OR ON-SITE SEPTIC
�-tX'
MANUFACTURED HOME
Width:
Manufacturer:
Length: Year: Pit Set:
RELOCATION
Previous Address:
Proposed Use:
FIRE SAFETY
Fire Sprinkler: # of Heads: Fire Alarm:
Tent:
Valuation: Above/Underground Storage Tank Size:
Paint Booth:
Fireworks Display: Blasting: Date/Time:
WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE
Plans Examiner:
Address:
Phone:
Fax:
City State
Inspector: Phone: Fax:
Address:
Zip
City
State
Zip
SPECIAL INSPECTIONS
❑ BOLTING ❑ CONCRETE
Firm Name:
❑ REINFORCEMENT
Phone:
Inspector(s):
Fax:
❑ WELDING
DISCLAIMER
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a
dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the
property owner. 3) The signatory is the property owner or has permission to represent the property owner in this
transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code.
Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley
Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances.
Ownership of resulting development rights granted by any issued permit inure to the property owner.
Print Name
Signature
0
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash 0 Check 0 Mastercard ❑ VISA ❑ Other
Bankcard #: Expires: VIN#:
!-
Authorized
Authorized Signature: albt /0011A- ' 1A- 1 jwti h 5 - OL1241 5
X202 inar►tl1c,c Valle ISR
992i 2
•
•
0
51'
,Posed
kose
ib5-o vb iftvd
8(o B Q"•ti-
i.b
..O
Job Name: Truss ID: T06 Qty:
BRG X•LOC REACT SIZE REQ'D
1 0. 2-12 3450 5.50' 3.68'
2 29. 9. 4 3450 5.50" 3.68'
BRG REQUIREMENTS shown are based ONLY
on the truss material at each bearing
MAX DEFLECTION (span) :
L/765 IN MEM 8.9 (LIVE)
L= -0.46' 0= .0.07' T= -0.53"
5
TC 2x6 DFL 2400F-2.OE
BC 2x6 DFL 2400E-2.OE
WEB 2x4 DFL 81
2x4 HF 2400E-2.OE 2.7, 9.4
PLT BLK 2x4 HF 2400F -2.0E
Lumber shear allowables are per NDS.
NOT loaded for 10 PSF non concurrent BCLL
due to sufficient total access from below.
ASCE7-98 SNOW LOAD DESIGN CRITERIA:
Pg = 20 psf, Ce=1.0,1=I.0,Ct=1.10
Designed for an agricultural building
application.
15-0-0
Plating spec : ANSI/TPI • 1995
THIS DESIGN IS THE COMPOSITE RESULT OF
MULTIPLE LOAD CASES.
IRC/IBC truss plate values are based on
testing and approval as required by IBC 1703
and ANSI/TPI and are reported in available
documents such as ICBG 81607.
NOT loaded for 200 Ib non concurrent
moving BCLL due to sufficient total
access from below.
1
2
4r DD
6-6
13
15-0-0
This design based on chord bracing applied
per the following schedule:
max o.c. from to
TC 24.00' 0. 0. 0 30. 0. 0
BC 120.00' 0- 0. 0 30. 0. 0
UPLIFT REACTION(S) :
Support C&C Wind Non -Wind
1 -685 Ib
2 -685 Ib
This truss is designed using the
ASCE7-98 Wind Specification
Bldg Enclosed = Yes, Importance Factor = 0.87
Truss Location = Not End Zone
Hurricane/Ocean Line = No , Exp Category = B
Bldg Length = 30.00 ft, Bldg Width = 36.00 ft
Mean roof height = 14.79 ft, mph = 90
TPI Low Hazard, Dead Load = 3.6 psf
Designed as Main Wind Force Resisting System
and Components and Cladding
Tributary Area = 150 sqft
4
5-12
3-4
-7-1
OZ1 ; I11 ^'
3-7 S=6-8
30-0-0
-4.00
3-4
5
5-12
6
7 8
9
Truswal Systems connector plates are 20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned
per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above.
TRU SSYSTEMWALS
►�����i
101 N. great S.W. Pkwy., Arlington TX 76011
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
This design is for an individual building component not Truss system. II has been based on specifications provided by the component manufacturer
and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions
are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads
utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord
Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise
noted. Bracing shown 15 for lateral support of components members only to reduce buckling length. This component shall not be placed in any
environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install
and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software,
'ANSITrPI 1', WTCA 1' - Wood Truss Council of America Standard Design Responsibilities. 'BUILDING COMPONENT SAFETY INFORMATION' -
(BCSI 1-03) and 'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 593 D'Onofno Drive, Madison,
Wisconsin 53719. The American Forest and Paper Association (AFPA) is located 611111 19th Street, NW, Ste 600. Washington, DC 20036.
10
o-1:1
5-7-1
SHIP
2/24/2004
Cust: S.S.A
WO: Drive_E_c2523_L00006_J00002
Dsgnr: CLP Chk:
TC Live 40.00 psf
TC Dead 5.00 psf
BC Live 0.00 psf
BC Dead 1.00 psf
TOTAL 46.00 psf
DurFacs L=1.15 P=1.15
Rep Mbr Bnd 1.00
O.C.Spacing 5 0. 0
Design Spec IBC
Seqn T6.4.12 - 66154
Jul 10 06 08:16a
10/10/2005 16:30
Ben Owens
0953281100
PROFESS IONA_INSULAT
4.
cxAsB 1 •- COMMERCIAL GRADE CELLIPLOSEIWILDINOANSARATIOM
ELIMINATESTeS STATIC,: REDUCES DUST AND SOTUNG
-.MUST DE USED YNITH THE REDFSAFE GREENHOSE
ig
• ,by: 1 -Therm lastilatibit,. Int.. Salt Lake City, U f .
• • • COVERAGE TABLE •
PAGE 01/01
3:5 : • ' .3A• 74.4' -
5.2'. ..5.0 •
•. .50.9'
6.5:... • .6:3:
8.1:. -32.2: .
6 8{* . 4,�
110 1'
0:5 ...242 51:4 1.45 ..'
11:8 ?2.0.: '-b.: `455 1.58 '
32 •
•18 3 51,7 .1.81
-1V1ATERIAL.
11.9.
.50 .13.6 13.2 •
�., SSS 1 au -IL
Note: ?ms insulation is ass goea.to be y 'Redi=T>af['$• G
$aSe,£orStd is a
+aP� '���:., .'ILLt.cLattis;:
ail glade-insulatiio�n inia+ded.for prx�fes ieo •6Ni o s only'
+_good. for ebb p" .a -ffic . ° vary d the mauinfa..
tate*. PPOillicodcd mdhod 111i0;24 a`'a',°°R.•fdl°wed' . ;total nostanod:
gbe's.iioay be'more tbaathe chit. R Y is lled ,
.y�te .R gahie is achieved . by insiailiog':t of bio'
Failare to install. at least• the coinunum t1a a.' •m4 Tech nba of.•
'ting may .resiik:iaa-1 ier 16sllod It -V6166..
— i.tredemarks:.of Redi-Therm InaWstioa Inc.
JUL 10 2006 08:40
208 772 8373 PAGE.02
Jul 10 06 08:16a Her uwens
Ben Owens & Brett Gatten Cougar Construction N. W. Inc
Address:
9293 N. Ramsgate Ln.
Hayden, ID. 83835
Fax Transmittal Form
To: Doug
Name:
Organization Name/Dept:
CC:
Phone number:
❑ Urgent
❑ For Review
❑ Please Comment
El Please Reply
Here is the Insulation chart you wanted. Cali me if you have any questions.
From: Ben Owens
Phone Number. 208-772-8373
Fax: 208-772-7047
Cell: 208-81.8-8830
Phone Number: 208-772-8373
Fax: 208-772-7047
Cell: 208-818-8830
Date sent:
Time sent:
Number of pages including cover page: 2
Thanks
Ben Owens 208-640-6636
JUL 10 2006 08:39
208 772 8373
PRGE.01
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0
i
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Ln
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oco
511
m
Nm
w°
=
m
I- to
0m
BAY WIDTH 2' MAX
16d TOENAIL
EA. PURU
11111114.1. ate►
1'J' (2)PAO
1
2X6 BLOCKING BETWEEN PURUNS
PURUN
(1)5/8'0 MACHINE BOLT
OR30d NAILS
(2).5/8'0 CARRIAGE BOLT 0 END
WALL POST DR 30d NAILS
(1) 5/8' CARRIAGEBOLT0
CORNER POST OR 30d NAILS
A
(F 2X6 SUPPORT CLEAT
1
NAIL PER PURUN
RD GAB USS
2X BI
NOTE
THIS. DETAIL MA.: SED 0 LY
W/ENOWAU_ POST 0 W ;I:GE.
2X6
FASCIA
(3) 16d
2X6 0R 2X8 PURLINS
(SEE SCHEDULE)
NOTE:
QUAD OR MONO TRUSS
TO HAVE 2X24 CLEATS
W/(8) 20d NAILS
5/8X10 MB OR
AS REQUIRED.
PRE -DRILL
RAFTER OR BOX BEAM
PER SCHEDULE
(6)16d NAILS STAGGERED
PER CONNECTION
2X6X24 CLEAT
K TO MATCH POST
-POST, GIRT, AND
ASSEMBLY
NOTE:
THIS DETAIL DOES NOT. APPLY UNLESS
SPECIFICALLY CALLED OUT ON PLAN.
TYPICAL TRUSS/COL
CONNECTION END VIEW
NTS
POST 0:,:ER SCHEDULE
GENERAL NOTES AND SPECIFICATIONS
1. THE SITE PLAN SHOWING THE LOCATION OF THIS BUILDING ON THE PROPERTY IS NOT INCLUDED HEREIN.
ITS: SHALL BE THE RESPONSIBILITY OF OTHERS TO DEMONSTRATE THAT THE: BUILDING IS LOCATED PROPERLY
ON THE PROPERTY WITH REGARD TO LOCAL ZONING AND FIRE SEPARATION REQUIREMENTS
2. ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING
CODE (IBC), STATE AND LOCAL SPECIALTY BUILDING CODES AND GOOD ACCEPTED PRACTICES IN THE
EVENT OF ANY CODE CONFLICT, THE MORE RESTRICTIVE PROVISIONS -SHALL APPLY. THE ENGINEER SHALL BE
MADE AWARE OF ANY SUCH CONFLICT. OCCUPANCY OF THIS STRUCTURE 15 AS A UTILITY STRUCTURE, (U).
3. DESIGN LOADS USED- FOR THIS BUILDINGINCLUDE THE FOLLOWING:
A. ROOF LIVE LOAD OF 40 P5F. WITH A ROOF DEAD LOAD' OF 5 P5F.
B. NO CEILING LIVE LOAD A140 140:.CEIIJNG' DEAD LOAD (NOT BOTTOM LOADED).
C. HOIST OR CRANE LOADS ARE NOT APPUCABLE
D MAXIMUM WIND SPEED I5 75 MPH EXPOSURE B AND SEISMIC CATEGORY C HAS BEEN USED.
E MAXIMUM ALLOWABLE. SOIL BEARING PRESSURE IS 2000 PSE.
NOTE SOIL BEARING PRESSURE IS BASED UPON SANDY OR GRAVEL (GW & GP) SOILS. 'SUBSTANDARD SOIL
CONDITIONS WILL REQUIRE INSPECTION AND FOOTING ADJUSTMENT' BY THE- ENGINEER. ' SINCE THE ENGINEER
DOES NOT USUALLY PERFORM SITE INSPECTIONS, TT SHALL BE THE RESPONSIBIUTY OF THE BUILDER TO
INFORM THE- ENGINEER OF ANY DETRITUS OR SUBSTANDARD SOIL CONDITIONS.
4. CONCRETES SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH 2500 PSI. RECEIPTS FROM THE
SCALE MASTER OF THE VENDOR SHALL BE PRESENTED TO THE CONTRACTOR AT THE END OF EACH WORK
DAY. CAST -IN-PLACE CONCRETE CONSTRUCTION, MATERIALS, AND PROCEDURES SHALL CONFORM TO
AMERCIANCONCR E INSTITUTE SECTION 381-89,
ET
5 TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPD LB -22. POSTS SHALL BE 10.'+12.
HEM-F1R OR BtntR IN ACCORDANCE'. LWT -1 WWPA-GRADING RULES. 6` X 8' POSTS MAY BE CONSSTRUuitD
OF A 6" X 6" WITH FULL: LENGTH 2" X 6" PLATE LAMINATED TO POST INTERIOR. B" -X 10" POST MAY BE
CONSTRUCTED OF 8" X 8" WITH FULL LENGTH 2" X 8" PLATE LAMINATEDTOINSIDE FACE OF POST. NAIL
LAMINATE WITH (3) 16d NAILS AT 12" 0.C. STAGGERED AS MUCH AS 15 PRACTICAL.
6. LUMBER USED FOR STRUCTURAL MEMBERS SHALL BE DOUGLAS FIR -LARCH. NO. 2 OR BETTER
ACCORDING TO WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. MAXIMUM MOISTURE CONTENT
SHALL:' BE. 19% BY WEIGHT.. HEMLOCK -FIR MAY BE USED FOR NON-STRUCTURAL FRAMING SUCH AS
BLOCKING OR DRYWALL BACKING.
7. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE,AND OTHER. APPLICABLE SECTIONS
OF THE IBC,' UNLESS OTHERWISE SPECIFIED HEREIN. GIRT NAIUNG SHALL CONSIST OF (3) 16dGALVANIZED
NAILS PER CONNECTION. ALL CONNECTIONS 10 PRESSURE TREATED LUMBER SHALL BE OF HOT DIPPED
GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.
8. ALL SHEET METAL SHALL BE INSTALLED USING METAL SCREWS AT 9
INCHES ON CENTER (ONE SCREW PER' RIB). ROLLED STEEL PRODUCTS
(RSP) 6W10 (1-INCH)SHALL BE USED WITHOUT VINYL BACK INSULATION
AND 6W15 (1 1/2-INCH)SHALL BE USED WITH INSULATION. CONSULT
ENGINEER FOR OTHER LAMINATED PRODUCTS WITHIN THE WALL ASSEMBLY.
9. ALL STEEL BOLTS SHALL BE ASTM GRADE 307 OR BLI ItR, GRADE II. METAL PANELS SHALL BEDELTA
RIB -STYLE GALVANIZED, MINIMUM 29 GAUGE, GRADE E OR BETTER. PANELS SHALL BE FASTENED`. WITH
GALVANIZED GASKETED METAL -TO -WOOD 1" SCREWS IN PRE -DRILLED HOLES. PANELS SHALL BE INSTALLED
PER MANUFACTURERS RECOMMENDATIONS.
10. ANY BACK FILLED SOIL BENEATH SLABS SHALL BE COMPACTED TO 95% RELATIVE DENSITY AS
DETERMINED BY ASTM 1557. METHOD D.
11. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE 114
THE STATE IN WHICH THE BUILDING 15 TO BE CONSTRUCTED. TRUSS DIAGRAMS AND CALCULATIONS SHALL
BE DELIVERED' TO INLAND NORTHWEST CONSULTANTS PRIOR TO CERTIFICATE OF OCCUPANCY.
12. TRUSS WEB BRACING IS NOT SHOWN ON THESE PLANS. WEB BRACING, IF REQUIRED IS A CRITICAL
ELEMENT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY INSTALL ANY SUCH BRACES
SHOWN ON THE TRUSS SHEETS PROVIDED BY TRUSS MANUFACTURER.
13. THE DETAILS SHOWN: ON THESE PLANS COVER A VARIETY OF OPTIONS WHICH MAY OR MAY NOT APPLY
TO THIS SPECIFIC BUILDING. IT SHALL: BE THE RESPONSIBILITY OF THE BUILDER TO KNOW AND UNDERSTAND
WHICH DETAILS: APPLY AND HOW THEY ARE RELATED TO ONE ANOTHER.
14. INLAND NORTHWEST CONSULTANTS SHALL NOT BE RESPONSIBLE FOR ANY LOSS OF PROPERTY: OR ANY
PERSONAL INJURY AS A RESULT OF. THE USE OF THESE PLANS FOR THE CONSTRUCTION OF ANY : STRUCTURE
DURING CONSTRUCTION OR AFTER COMPLETION. IT. SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE
PROPERTY TO EXERCISE CAUTION DURING
POST/FOOTING SCHEDULE
SIZES FOR BUILDING WLTH 20'
MAXIMUM SIDE WALL LEAN -TO
WITH 4' CONC.
BAY
COLUMN
FOOTING
SLAB & POST/
SPACING
14..
"B" DIA.
"D•
STAB CONNECTION
10' BAY
8.-0*
2-0
3-0"
NO
W-0"
1-8
S-0"
YES
10'-0"
2'-D
3I-6"
NO
10I-0"
r-6.1
S-0"
YES
12 O
W-0"
4I-01"
NO
12I-0"
2-0
3'-0"
YES
14'-0"
'2-0
4I-0"
140
14j-0-
2I-6"
3I-0"
YES
16I-0"
2'-0
4'-6"
N0
16'-o"
2'-0
3'-6"
W-0"
2'-0
3'-6"
coAz0 N0N0N 0t 0
8 0
1'-6
3'-O"
10 * -e
7-0'
4'-0"
>
10'-0*
2I-0"
3,-0"
ID
12I-0*
2I-6"
4'-0"
IN
12'-0*
2'-D"
3'-O"
r.
14'-01.
2'-6"
4'-6"
14I-0"
2'-D"
3'-6"
16I-0"
2'-6"
4'-6"
16'-O"
2'-0"
3'-6"
:GABLED END WALLS: USE 4x6 POST.
FOOTING DIMENSIONS B 0 24" AND 0 0 36"
UNLESS "1i" 15 LESS THAN 12 FEET,. THEN B 0 18"
NOTE: THE CRITERIA USED FOR THIS
TABLE ARE 114 ACCORDANCE WITH THE
PROVISIONS OF THE 2003 IBC.
MINIMUM SIDE WALL POST FOOTING
SIZES FOR BUILDING WLTH 20'
MAXIMUM SIDE WALL LEAN -TO
"6" DIA
D"
10' BAY
20'
3'-0"
12' BAY
24"
3'-6"
POST FOOTING SCHEDULE
NOTE CLEAR SPANS TO 48 FEET MAXIMUM
(6)16d NAILS STAGGERED
PER CLEAT
OTE:
THIS DETAIL DOES NOT APPLY UNLESS
SPECIFICALLY CALLEDOUT ON PLAN
POST RAFTE J PLICE
ETAIL
THROUGH
BOLT 5/8'0
W/ WASHERS
TRUSS TOP CHORD
CTRUSS/CD�
CONNECTION
NECTION DEE TAIL
Wif
2 1/2'
TOP CHORD TRUSSES
BY MFG.
TRUSS MFG'S TRUSS
PANEL PLATE
30d SPIKE INTOPOST. PRE DRILL
114'0 PILOT HOLES (TYP)
BOTTOM CHORD TRUSS
BY MFC.
NOTCH POST AS NECESSARY TO
PROVIDE FULL TRUSS SEAT
WOOD POST (SEE SCHEDULE)
TYPICAL TRUSS/COL
CONNECTIONEND VIEW
NTS
DIMENSION 'B' AND "D' PER FOOTING SCHEDULE.
NOTE
DIMENSION 'E' MAY BE DIAMETER 0R SQUARE
NOTE
ANY LOSE MATERIAL SLOUGHED INTO HOLE
SHALL BE REMOVED PRIOR TO POUR
f2'
6X6 COLUMN BETWEEN TRUSSES
2X6 OR 2X6 PURUNS
(SEE SCHEDULE)
METAL OR CS SHEETING
OPTIONAL
PLACE PURUN TO SERVE 1
AS INSUTAMN DATA
GUIILN IF A _tier
APPLICABLE
�III
TREATED POST SIZED
PER SCHEDULE
NOTE //\\//\\/\\/\
/tT ji3"DEpJL FOR TRUSS AND RAFTER POS1S GA3LF>�///, .
END F 1 NGS ARE TO BE 24'0 BY 36' DEEP. \
WALK
rig R FOO LAGS TO BE 240 BY 24 DEEP. ��\/�\
N0
.' SIURBED M •011, OR ENGINEERED FILL COMPACTED /\<<„.‘1
��
TO 95R TAINT -DEN' 013 3/4' AGGREGATE ROAD BASE
FOR SPA* UPTO J MAXIMUM. MUST. HAVE 6' OF
CONCRETE NI$ P: FOR SPANS OVER 48'. 1 -
�kV
%•
Gla;. AIL
LONGI KNEE BRACE
TRUSS BOTTOM CHORD
USE 2X BLOCKING FOR THROUGH
BOLTS TOP AND BOTTOM CHORD
4) 16d NAILS EACH SIDE
2X6 EA. SIDE 0 45'
(2) THROUGH BOLT 5/8'0
BOLTS W/WASHERS
NOTE
SEE PLAN FOR LOCATION AND APPLICABILITY. TRUSS
WNUFACRIRER TO BE INFORMED OF BRACES
TRUSS TOP CHORD
E2X6ta
TRUSS BOTTOM CHORD
USE 2X BLOCKING FOR THROUGH
BOLTS TOP AND BOTTOM CHORD
SIDE 045'
3) 20d NABS EACH SIDE,
EACH END (TYP)
SHORT KNEE BRACE
KNEE BRACE DETAIL -TYPICAL
DIMENSIONS PER PLAN
• PITCH PER PROJECT SPECIFIC SCHEDULE
OPTIONAL 2' WALL UGHT
SEE HANGER PURUN/DOUBLE
TRUSS CONN: DETAIL
In
HALF TRUSS DESIGN Of OTHERS OR GABLE END RAFTER.
F
SUPPORT PURUNS0 END RAFTER W/2X6 OR 2X8 SN.
JOIST HANGERS DEPENDING ON PURUN SIZE.
NAILER TO BE PROVIDED BY
TRUSS COMPANY FOR.
s. I�I��, SECURING' METAL 0 24' 0.C.
s/%�� _\t �.
W� i 1 -Pit
�I
2%6 JAMB PULE
`T- I - 1 i=; OPIIONAC
�' 1 16'-0' MAX
OPTIONAL SHED •��1 1�•
1 I ,i=1 PER SCHED
1
ONDNUOUS ROOF UNE
IMMOM 1
2X6 ORM 024' 0.C.
1. 1,11 e 1 /�7"Y41 1'11
TREATED 2X8
BOTTOM GIRT
CONCRETE FOOTING
(SEE SCHEDULE)
1'
TYPICAL FRONT ELEVATION
NTS
•
DBL 2X6 LOOKOUT, ONE
EACH SIDE OF POST
VAFER BOARD OR
METAL SIDING
(3) 16d NAILS PER
LOOKOUT
B0TT0
CHORD TRUSS
><
2X6 GIRT FRAME ASSEMBLY
NAILED TO POST W/16d 0 16'
0.0. STAGGERED
W00 D SIDING COMMERCIAL GIRT OPTION
NOTE:
) THIS DETAIL DOES NOT APPLY UNLESS
SPECIFICALLY CALLED OUT ON PLAN
OPTIONAL RAKED EAVE
SOFFIT DETAIL
NIS
/J
�1"/�
M4 FACTURED TRUSS
-NR�TCH POST 1-1/2" EACH
SIDI TO PROVIDE SEAT.
5= 2-1/2' FOR 6X
4-1/2' FOR BX
4 BUILDING HEIGHT
MANUFACTURED "TRUSS
TOP CHORDS DESIGN BY
TR055 MANUFACTURER
2X BLOCKING
(CONTINUOUS OPTIONAL)
SIMPSON LU HANGERS.
\PURUN CONNECTION METHOD
A' (HUNG PURUNS)
\
PURUN CONNECTION METHOD
"B' (TOP PURUN RUNNING BY)
NAIL STRUT TO TOP CHORD
W/(3) 16d NAILS EACH SIDE
Cs
N CONNECTION METHOD
C' (TOP PURUN RUNNINGBY)
NOTE
DEPENDING ON BOTTOM CHORD SIZE
'KNEE BRACE SEE F1001
_-PLM1 FOR APPUCABILJIY
(4) 1/43 PITPRE-DRILLED SPIKES IN
LOT HOLES. EACH IIDEE
0 T) 5/8' THREAD
4' OVERHANG
TOP OUTSIDE CORNER
OFTOP TRUSS CHORI
BUILDING DIMENSION UNE
(OUT TO OUT 6 BUILDING
SPAN DIM.)
RIDGE CAP
ROOF SHEETING
(PER PLAN)
BUILDING
CENTERLINE
w
PURUNS (PER PIAN)
024' O.C.
EXTERIOR SIDING PER PINI
OPTIONAL 1/2'
GYPSUM BOARD
2X6 COMMERCIAL GIRT
ASSEMBLY (GIR6 024 36.)
INSULATION CAVITY (INSULATION
OPTIONAI.) NAIL: VERTICAL 2X6 TO
POST W/16d 0 16' 0.C.
POST DIMENSION
APPROXIMATE MID
POINT BOTTOM: GIRTL
16d GALVANIZED 016" O.C.
BOTTOM GIRT (PLATE) TO BE PE.
NOTE
THIS GIRT TO BE INSTALLED' UNDER THIS
CONTRACT
FINISHED FLOOR
ELEVAILON\\ FLOOR I -W STAB 4RTICKNESANAL STAB
THS PER PIAN
\\/ 11 T7v
FINISHED GROUNDj� 2 AItON W/0 STAB
SLOPED TO DRAIN
AWAY FROM BUILDING
CONSTRUCTION ADHESNE
(WEATHER PROOF)
CROSSED 16d GALVANIZED NNIS 0
12'0.C. LEAVE 2' E(POSED FOR
PENETRATION INTO CONCRETE,
PT 2X6 FORM/SCREED BOARD BETWEEN
POST. SUPPORT WITH TEMPORARY
OUTRIGGERS PR10RIT0 POUR.
FOOTING PER PLAN
NOTE
SUPPORT GIRLS AT MID SPAN UNTIL
NOTE: ALL METAL SHEETS ARE SECURED
DOES NOT APPLY UNLESSCOMMERCL4L
CLOTS SPECIFIED ON PLO'S
I
COMMERCIAL GIRT/WALL
DIMENSION
NTS
(2) THROUGH BOLT 3/4'0
W/ WASHERS
113055 TOP CHORD
SEE TRUSS/COL
CONNECTION DETAIL
WOOD POST (SEE _QY
POST/F0011NG SCHEDULE)
TYPICAL PURUN (SEE
13.0013 PLAN FOR SIZE)
I"
41SL
, 1
DOUBLE RAFTERS (SEE
FLOOR PLAN FOR 511)
2X6 EA SIDE 0 45
3/4'0
BOLTS W/WASHERS
5/8"0 MACHINE BOLTS
211%6"X24" DF -L CONNECTION
BLOCK EACH SIDE OF POST
OPTIONAL 16d NAILS FOR
SEIDNG ONLY
STANDARD PURLIN/DOUBLE
RUSS CONNECTION DETAIL
OPTIONAL CUT POST AT TOP OF BOTTOM HORD OF 113USS AND PROVIDE 2X6
DIACONAL BRACE FROM CHORD OF GABLE END TRUSS TO TOP CHORD OF INTERIOR
TRUSS. LOCATE BRACES 0 MIDDLE POST FASTEN EACH END A35 TO THE TOP OF
BRACE TO TOP OF TRUSS CHORD PER TRUSS MFG'S RECOMMENDATION.
CONTINUE GABLE END WALL POS TO
TOP CHORD OF TRUSS AND NAIL W/(4) /
16d NAILS OR OPTION BELOW
i/ II 1;---- \\.
r SEE FLOOR PLCO �TRUIES DEN IG -
FOR RAY SPACING ( BY CIDERS \ \ -,-_-LI LI
-2X6 pIRTS 0 24", 0.0.
",2X8 HEADER'. -.
HEIGHT PER PLAN
OPTIONAL
I1'-6' MAX
OVERHEAD DOOR
2X8 PT BOTTOM GI
1
2X8 HEADER
HEIGHT PER PINI
4X4 POST CONTINUED
TO NEXT GIRT ABOVE
WALK DOOR HEADER
OPRONAL
11' 6' MAX
TYP.SUDER DOOR
2X6 HEADER
3'-6' OR 41-6'X6'-8'
WALK DOOR
TYPICAL SIDE ELEVATION
LO KNEE' G
TER KNEE
ETAlL
BOX BEAM.
BRAC
NTS
TYPICAL PURUN (SEE
FLOOR PUN FOR SIZE)
DOUBLE RAFTERS (SEE
FLOOR PUN FOR SIZE) ASIA
A
\y
SHED CONNECTION
(ONLY WHERE APPUCABLE)
BOX -BEAM RAFTER
CONNECTION DETAIL
NIS
r
RAFTER (S_,.
PIAN FOR
-ROOF SHEETING (PER PINI)
PURUNS 0 24' O.C.
(SIZE PER PLAN) BUILDING DIMENSION UNE (OUT TO
OUT 6 BUILDING SPAN DIMENSION)
APPROX.-4" OVERHANG
STANDARD
MANUFACTURED
TRUSS
Bo
EXTERIOR SIDING^
(PER PLAN)
2X6 GIRTS
24' Q.C.
PT GABLE END POST
/- (SEE PLAN FOR SIZE
& LOCATION)
DIMENSION
(
PER PI AN
PT COWMN
(SIZE PER PLAN
FINISH FLOOR
ELEVATION W/SLAB
12"
THICKENED
PERIOD -1
TOP OUTSIDE CORNER
OF TOP 113055 CHORD
FIN1511-FL0012/�//
ELEVATION W/0
OPTIONAL 6X6/10X10 WWF
REINFORCING OR REBAR.
NOTE
CARE SHALL BE TAKEN DURING
POUR TO ENSURE WWF IS PULLED
UP INTO CONCRETE
OP110NA1 CONCRETE STAB ON 3'J
CUSHION AT CLEAN SAND. 013
GRAVEL(SEE PLAN FOR APPUCABIUIY)
•
v •
•
_°
APPROX. FINISH GRADE
SLOPED TO DRAIN AWAY
FROM BUILDING
APPROX. MID POINT'
BOTTOM GIRT
+� 2X8 P1 BOTTOM GIRT
-fOONNG (PER SCHEDULE)
DIMENSION CLARIFICATION
DETAIL
TYPICAL PURUN (SEE
FLOOR: PIAN FOR SIZE)
(SEE ROM
SIZE)
I
40d NAILS
OP1102"%6"X24' L -L CONNECTION
BLOCK EACH SIDE OF POST OE p
NAL 16d NAILS FOR :
SETTING ONLY g
Qrui
Q_Q O
:Luisjo
�z:� Z NECTION
0N D0 H LL0 w
w o V'pto0Ci 0
U0O=
Y cc Lnz
Z�No
O"NF=
c O
o W 1-1-I
- Z y
Cf)
z = z zd
W U W H
0 Wit'w 3
In FF --
END RAFTER CONN
DETAIL
NORRIS SCHEDULE
30'X30'X12' 41- ROOF PITCH
12
12'X30'X8'.LEAN-TO 4(- ROOF PITCH
40# SNOW- LOAD
85 MPH WINDSHEAR
VBROOF & WALL
2 INSULATION L
ROOF THICKNESS: 29 GA.
WALL THICKNESS: 29 GA.
PRE -BUILT ENGINEERED TRUSSES
6X6 TRUSS POST
W/0 KNEE. BRACES
4X6 GABLE END POST
4X6 WALK'. DOOR POST
30'
2X6 PURLINS 0 24" O.C.
2X6 GIRTS-® 24" 0.C.:-
(2) 10'x8' OVERHEAD DOORS
(1) 3x6'8 WALK DOOR
(3) 4x3 WINDOWS
20E
OVERHANGS ONE EAVE & BOTH
42'
12'
GABLES W/ F&S
/
3/4'0 MACHINE BOLTS
2"16'X24' OF -L CONNECTION
BLOCK EACH SIDE OF POST,,
OPTIONAL 16d NAIE;FORY I r /94
SETNNG ONLY fY"'iJ G TM1T
i Y 4)
0
}�K
NAIL
1
m
6
4'03'0''
WINDOW
(TYP)
/
3'0x6'8
WALK DOOR
4'0x3'0
WINDOW
4'
1.
\I: 10x10
\0,H. DOOR;/
/ \_
•
•
2
Prti Y{�
CH
R
2X12 RAFTER -
i.
6X6 (TYP)
-12
41
PITCH
2 1 BOX BEAM RAFTERS (TYP
2X12 RAFTER-'
10'
FLOOR PLAN
SCALE 1/8"=•-11-01
SEE PRE -MANUFACTURER'S RECOMMENDED WEB
BRACING LOCATION FOR ALL TRUSSES
/
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ISSUE DATE: 05 11/05
DRAWN BY: SLS
CHECKED BY: JH
SSA ;: 2916
PATH: Z:\DATABASE\
STEEL BUILDINGS\SSA\
SHEET TITLE:
30x30x12
POLE BUILDING
1 o f 1
PROJ. 05-03-092