2005, 04-04 Permit App: 05001053 Pole BldgProject Number: 05001053 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 04/04/2005 Page 1 of 2
Proiect Information:
Permit Use: 24 X 36 POLE BUILDING
Setbacks: Front 15+ Left: 10 Right: 26 Rear: 5
Site Information:
tailaMISSEMERNMENEROMMENNINE
Plat Key: 001630 Name: MIDWAY ADD
Contact: STEEL STRUCTURES OF AMERICA
Address: 3635 COVINGTON AVE
C - S - Z: POST FALLS, ID 83854
Phone: (800) 833-9997
Group Name:
Project Name:
IMMISMIX
District: Sout
Parcel Number: 35241.0507
SiteAddress: 7312 E 2ND AVE
Location:: CSV
Zoning: UR -7
Water District:
Block:
Urban Residential -7
Area: 7,620 Sq Ft Width: 0
Nbr of Bldgs: 2 Nbr of Dwellings: 1
Review Information:
Lot:
Owner: Name: MORTIMORE, ALFRED
Address: 7312 E 2ND AVE
SPOKANE VALLEY, WA 99212
Hold: ❑
Depth: 0 Right Of Way (ft): 60
Review
Site Plan Review
Plan Review
Permits:
Released By: -4'
Released By:
Operator: K_C Printed By: K_C Print Date: 04/04/2005
Project Number: 05001053 Inv: 1
. Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 04/04/2005 Page 2 of 2
Building Permit
Contractor: STEEL STRUCTURES AMERICA Firm: STEEL STRUCTURES AMERICA I
Address: PO BOX 895 Phone: (800) 833-9997
POST FALLS, ID 83854
Building Characteristics
Group: U-1 Type: VB
Total Area 864
Building Height 18
Stories 1
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GARAGE U-1 VB 864 $16,416.00 864 $16,416.00
Item Description
RESIDENTIAL PERMIT FEE
STATE SURCHARGE
Notes:
Totals: 864 $16,416.00 864 $16,416.00
Units Unit Desc Fee Amount
1 SELECT $279.25
1 SELECT $4.50
Permit Total Fees: $283.75
CONTOL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS
Payment Summary:
Permit Type
Building Permit
•
Fee Amount Invoice Amount Amount Paid Amount Owing
$283.75 $283.75 $0.00 $283.75
$283.75 $283.75 $0.00 $283.75
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: 04/04/2005
.t
FEB 12 2004 13:22 FR
ECEG
• MAR 2 3 2005
TO 1dtrrnR597 P.01/02
APPLICATION WORK SHEET
LLEY COMMUNITY' DEVELOPMENT
BUILDING DIVISION
07 East Sprague Ave Ste 106
pokane Valley, WA 99206
36 Far 509
.., `STREET ADORESS: /22G i 627/nd
ASSESSOR'S TAX PARCEL NUMBER(Sg ✓S,P y/ • 0507
`LEGAL DISCRIPTION;
PERMIT DESCRIPTIOAI:/ 7J(#X/ ii)/(i A z.,/24„,
. Sitabziampaur. ..•OCHANCE.ThIUSE :13•GRADING MANUFACTUREDI30NIE •
1211EEOFATION QSI6N QTENANT
DOTTER- '
OWNER / APPLICANT INFORMATION
DOWNER: A7 Ziirtek//-/7/ 1�7%/%TP 0 APPCIOANGT�sn i7�1'/4767/?/7 n�� r/ may✓/
RHONF $)%57 /2 S3 nue pip' PHONE: �:r -g -W T FA aZ277 "�J % T
ADDRESS: 0/E.! T i ,S7-a/lS. ZD 1:3 .S/ADOR t ; ////%•/. A7' A/
/Jn / CTTY,ST TE, ZIP CITY, STATE, ZIP
pcoNTRRAOTg/j/�j/yJ/etl/fee •'FLr7.7 cGQ
ARCHITECT:
PHONE* , -573? "971/7 FA ,aij)777g'- `7 PHONE: FAX:
ADORESSI R.3r doi//9112ln ,12O; for sr/ '/0.90 ADDRESS:
CITY,STATE. ZIP g3Q5y
D,, g/1-0.3-9A77
y cut STATE, ZIP
WA ST CONTRACTOR LICENSER STI°/ O VOP ' CONTACT. 4/1/4/9970/1/) ' g/1- :.3-9 " -7 7
PERMIT/BUILDING INFORMATION
COST OF PROJECT: /?/ 63/
• BUILDING HEIGHT TO PEAK' /g//
BUILDING DIMENSIONS 9441 ,
NUMBER OF STORIES: 1
NUMBER of BEDROOMS: _
FLANKING SETBACK: //
FRONT SETBACK: S(O
REAR SETBACK: JF
LEFT SETBACK: /D
RIGHTSETBACK• 046
80% SLOPES ON PROPERTY: /1/0
OCCUPANCY GROUP:.
coNSTRUCTION TYPE 2.? 4/g
STRUCTURES ON PROPERTY()) Wai lee
CRITICALAREAS: /
CURREN' PROPERTY SIZE:) 7(^J X1(� %
CURRENT PROPERTY USE: p• Sid? ivgti
CURRENT SEPTIC USE:
CURRENT WELL USE:
IMPERVIOUS SURFACE AREA:
MAIN FLOOR SQ FT;
2ND FLOOR SQ FT: —
UNPIN BASSMENT:
FINISHED BASEMENT.
GARAGE:
COVERED DECK:
DECK:
1
1-'
FEB -I2 -20N 1318 FR
sok aolieNe%
aoll valley.
TO 12087rrth97 P.01/02
PERMIT APPLICATION WORK SHEET
SPOKANE VALLEY COMMUNITY DEVELOPMENT
BUILDING DIVISION
11707 East SpragueA.ve Ste 108
Spoken Valley, WA 99208
Phone.- (509)698-0036 Fa (509)888.0037
REQUIRED SITE INFORMATION •
..,`STREET ADDRESS' 7542 E: 4'Y•
�aJ, // - i frne !/,/)tV/ ��M gg9l dt
'35'354;ASFEg50R'S TAX PARCEL NUMBER(S}_ �, 0.571 !
:LEGAL DISCRIPTION:
PERMIT DESCRIPTION: A9y..,yr1 y
. ; lagat iG.1'ERM.T ... DCIIANCEixSE®.6RADDYG
.,.fRELE?CAFTUN- D -SIGN • 0TENANT
Q MANYIFACTXIRED HOME
OWNER / APPLICANT INFORMATION
•
P 4- QIC
STEEL STRUCTURES AMERICA, INC -
1 -800-833-9997
Naar M 01 (Nein-f
Mailing Address 73 ` Z- E Z 4-C' 4
city
Job Address
City State
County - ZiP
Work
/ _� "-)Ir
20' ' 30'
state _WA_ zp
Telephone
0 10' "
10'
20' •
30'
40'.
50'
60'
70'
80'
50'
Appt. Time -
Date -
T " — . A.:
Sidewall -Gable
Building Size 2 t•( x ( x t
60' .70' 80' .90'
Customer Signature
Za 39t7d
SI l3a02! hXJ?t V
-i` Owe-
•
•
This site plan.is tieing submitted for the txii
obtaining a building permit and is a true -and correct:
representation of the proposal. All known, property. .
Tines dinlen' i n 6 eurb"Hai$. attar:lures and easements - • •
have hnei• .,,,. i f, , Also Indicated are wetlands.
bodies ut • )(1.es or other ctticsl areas. • "
Signed:.
Date:
Scala: 3/4 =10°
Sales Signature
Lt3F2LZSUGT 8S:Gt SlliOZ/91/Z6
Job Name;
BRG X.LOC REACT SIZE REQ'D
1 0.212 3744 5.50' 3.99'
2 23. 9. 4 . 3744 5.50' 3.99'
BRG REQUIREMENTS shown are based
on the truss material at each bearing
MAX DEFLECTION (span)'
L/823 IN MEM 8-9 (LIVE)
L= .0.34' 0= -0.10' T= .0.45'
TC 2x6 DFL 2400E -2.0E
BC 2x6 DFL 2400F -2.0E
WEB 244 OFL N1
ONLY 2x4 HE 2400E -2.0E 2.7, 9.4
Lumber shear allowables are per NOS.
loaded for 10 PSE nomconcurrent Bell.
Loaded for 200 Ib non -concurrent moving BCLL
This truss Is designed using the
ASCE7-98 Wind Specification
Bldg Enclosed = NotImportance CFactor = 0.67
Truss Location EndZone
Hurricane/Ocean line = No , Exp Category = 8
Bldg Length = 24.00 ft, Bldg Width = 24.00 ft
Mean root height = 14.2511. mph = 90
TPI Low Hazard, Deed Load = 3.6 psi
Designed as Main Wind Force Resisting System
and Components and Cladding
Tributary Area = 144 sqR
1
12-0-0
2
4.00
Truss ID: T03
Plating spec: ANSI/TPI • 1995
THIS DESIGN 15 THECOMPOSITE RESULT OF
MULTIPLE LOAD CASES.
IRC/I88¢C truss
plate values are based on
and ANSI/ PI and alre reporteddIn avaailable03
documents such as 1080 0/1607.
ASCE7-98 SNOW LOAD DESIGN CRITERIA:
Pg= 40sl,Ce=1.0,1= 1.0 Ct=1.10
Designed Por an agricultural building
application.
13
6-6
12-0-0
4
Qty: 1
This design
follbasescon hord bracing applied
per
lmax to. Irom to
TC 24.00- 0. 0. 0 24. 0.0
UPLIFT REACTION(50): D 24.0.0
Support CBC Wind Non -Wind
1 .664lb
2 -664 Ib
4.01
5
4iz.12
1
�i favi
� 0i1
5-5 5-5 •
5=6-0
3-4
24-0-0
3-4
6
7 8
Truswal Systems connector plates a 20 ga. unless shown by 98" (18 ga.), "H" (16 g3.), or "MX" (high strength 20 g3.), positioned
per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above.
TRUSWAL
n/�� SYSTEMS
/WI N. Gruel S W. PSM.. AAmgroe TX?GO11
10
4-6-1
SHIP
EXPIRES: 04/02/05
2/24/2004
1.
VYHRN/NG Read all notes on this sheet and give a copy of if to the Erecting Contractor.
1 Ms design Is 1w an Individual building component rM truss system. n hes soon based on speclllcallons p00M]e0 by on commoners mendatlum
and done h, e¢ddance MIn the current versions IPI and 'FPA design XadeNs. ole reWOnsitaily rs essunwd Ittmmensbos accuracy. Wnenslons
are lo b. stalled by the cmnpo,wnl maNechne, spoor Sil*9 designer prior le meocipbn. The building designer oma nue,laln tem the bade
O NrM es ass design near e, ascend the lesTy Imposed by bMay [M. and the 00.0110 a/4.aIan. TM design assumes that the lop chord
is laterally bawd by the ,wt as lbw sMIDhing ISM the Mellon, chord Is Wendy braced by NW 'banditry melon& directly wm.& unless o1M,Mse
,Wed. Pricing shown IS Ice IW.ra cupped of components members only to educe buckling length. Tho component shall slol b. paced In any
emlmmMra mei we souse Ms maiden' Content M IM woad is exceed 1051 spout cause connector plate corrosion. FabbYs. bemire. Inge)
e nd Secs Mb was In.cco'danw with Ih. renewing tladaOL 'hint and COHN Metall Reports' available in output from Tnuwa 0M.'a..
'MNSUTPI 1', WTCA 1'- Wood Mies Council d America Standard Design R.ssonsihnlea. 131.111WN3 COMPONENT SAFETY INFORMATICS'S'.
(SCSI 1.031 and SCSI SUMMARY SHEETS' by WTCA and TPI. The Tom Pale Inst0N. (TPI) a boated e1503 otre1M Phil. MIdIsmc
WbconM 53719. The Amender Forest and Paper Aswclwbn (AFPA) Is located at 11111010 Sheet. NW. 51e nM. Washington. DC 20030.
Gust: 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 7.00 psf
TOTAL 52.00 psi
DurFacs L=1.15 P=1.15
Rep Mbr Bud 1.00
O.C,Spacing 6- 0. 0
Design Spec IBC
Sego 76.4.12 - 66145
B
CBAY WIDTH
•�--' ' 16d TOENAIL
EA PURI
OR5//6.0 MACHINE DOLT_/
3Dd NAILS
(2) 5/8.0 CARRVr;E BOLT 0 END
NAIL. POST OR 3Dd HAILS
(1) 5/8' CARRIAGE BOLT 0�
CORNER POST OR 30d N OU
2' MAX
2X6 BLOCKING BETWEEN PURLINS
(2) 16d'•T0E ML PER PURLIN
����HORD G48
i`
2X6 SUPPORT CLEAT
NOTE,
1n THIS DETAIL
j W/ENDW'ALL
to
2X BLOCK WIDTH TO MATCH
POST, GENT, AND WALL
2X6
FASCIA
I3) 16d
A
5/8X10 MB OR
AS REQUIRED.
2X6 OR 2X8 PURLINS
(SEE SCHEDULE)
- RAFTER OR BOX BEAM
PER SCHWU
Sd NAILS STAGGERED
CONNECTION
A NAILS STAGGERED
CLEAT
.
/OTE:
DIMENSION '8' AND V PER FOOTING SCHEDULE
•• ••
B. NO CEILING LIVE LOAD AND NO CEIUNG DEAD LOAD (NOT BOTTOM LOADED).
191=0 "106-jim
THIS DETAIL DOES NOT APPLY
UNLESS NOTE"
D. MAXIMUM WIND SPEED IS 75 MPH, EXPOSURE 'B' AND SEISMIC CATEGORY C HAS BEEN USED.
FF GABLE END POST
(SEE PIAN FOR SIZE
NOTE:
SPECIFICALLY CALLE
ON PLAN DIMENSION ro' MAY BE DIAMETER OR SOME
(2) TH.TOUGH BOLT 5/8'0
CONDITIONS WILL REQUIRE INSPECTION AND FOOTING ADJUSTMENT BY THE ENGINEER. SINCE THE ENGINEER
THIS DETAIL DOES NOT APPLY UNLESS
o
NOTE
INFORM THE ENGINEER OF ANY DETRITUS OR SUBSTANDARD SOIL CONDITIONS.
TREATED POST srzm
SPECIFICALLY CALLED OUT ON PLAN.
POST RAFTE
ANY
PLACE SHALL BE REMOVED UkTERIAL ED POUR INTO HOLE
SEE TRUSS/COL '
PER SCHEDULE
CONNECTION DETAIL
ET
IF THE VALUES FOR CONSTRAINED FOOTINGS QUAD OR MONO TRUSS
S. .TREATED WOOD SMALL CONFORM TO THE REQUIREMENTS OF AWPD LB -22. POSTS SHALL BE'�NO. 2
iiff1w
TYPICAL TRUSSICOL
`%/
AL FOR TRUSS Ail) RAFTER POSiS
E
,
LAMINATE WITH (3) t6d NAILS AT 12. O.C. STAGGERED AS MUCH AS IS PRACTICAL
1$•��9i�7Q31
6. LUMBER USED .FOR STRUCTURAL MEGBERS SHALL BE DOUGLAS FIR -LARCH, NO. 2.011 BETTER
COAMCTIONEND VIEW
ACCORDING TO WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. MAXIMUM MOISTURE CONTENT
TRUSS BOTTOM CHORD
SHALL BE 19% BY WEIGHT. HEMLOCK -FIR MAY BE USED FOR NON-STRUCTURAL FRAMING SUCH AS
ITllfffwlB"l to 1
BLOCKING OR DRYWALL BACKING.
1/4.0 PILOT HODS (TYP)
• ��YES
USE 2X BLOCKING FON THROUGH
7. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE, AND OTHER APPUCABLE SECTIONS
ARE TO BE 24'1 BY 36" DEEP.HIS
OF THE IBC, UNLESS OTHERWISE SPECIFIED HEREIN. GIRT NAILING SHALL CONSIST OF (3) 16d GALVANRED
' g N
NAILS PER CONNECTION. ALL CONNECTIONS TO PRESSURE TREATED LUMBER SHALL BE OF HOT DIPPED
YES
NO
GALVANIZED STEEL, STAINLESS STEEL. SNCON BRONZE OR COPPER.
4) 16d NAILS EACH SIDE
8. ALL SHEET METAL SHALL BE INSTALLED USING METAL. SCREWS AT 9
BE 24'1 RY 24 DEEP. ;
INCHES ON CENTER (ONE SCREW PER RIB). ROLLED STEEL PRODUCTS
l NO
(RSP) 6W10 (1-INGH)SHALL BE USED WITHOUT VINYL BACK INSULATION
BOL'f
ROUGH BOL
(2) THROUGH BOLT 5/8
AND 6W15 (1 1/2-INCH)SHALL BE USED WITH INSULATION. CONSULT
BOLTS RERs
ENGINEER FOR OTHER LAMINATED PRODUCTS WITHIN THE WALL ASSEMBLY.
FROM BUILDING
9. ALL STEEL BOLTS SHALL BE ASTM GRADE 307 OR BETTER, GRADE 11. METAL PANELS SHALLBE DELTA
a
RIB -STYLE GALVANIZED, MINIMUM 29 GAUGE, GRADE E OR BETTER. PANELS SHALL BE FASTENED WITH
UP INTO CONCRETE.
GALVANIZED GASKETED METAL -TO -WOOD 1' SCREWS IN PRE -DRILLED HOLES. PANELS SHALL BE INSTALLED
GENERAL NOTES AND SPECIFICATIONS
PER MANUFACTURER'S RECOMMENDATIONS. _
I °
I
10. ANY BACK FILLED SOIL BENEATH SLABS SHALL BE COMPACTED TO 95% RELATIVE DENSITY AS
CUSHION AT CLEAN SAND OR v
DETERMINED BY ASTM 1557, METHOD D.
NOIR:
11. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN
SEE PAN FOR LOCATION AND APPUYBUIY. TRUSS
MAWACTUREIR TO BE !FORMED OF BRACES
THE STATE IN WHICH THE BUILDING IS TO BE CONSTRUCTED. TRUSS DIAGRAMS AND CALCULATIONS SHALL
R ENGINEERED FILL COMPACTED1.
gi
BE DELIVERED TO INLAND .NORTHWEST CONSULTANTS PRIOR TO CERTIFICATE OF OCCUPANCY.
LONG KNEE BRACE
zN�FE
0
THE SITE PLAN SHOWING THE LOCATION OF THIS BUILDING ON THE PROPERTY IS NOT INCLUDED HEREIN.
R 3/4' AGGREGATE ROAD BASER
UP MUST MANE. OF
SHALL BE THE RESPONSIBILITY OF OTHERS TO DEMONSTRATE THAT THE BUILDING IS LOCATED PROPERLY
•SOV
SPANS ODER 48.ON
Z a w
O - W
THE PROPERTY WffH REGARD TO LOCAL ZONING AND FIRE SEPARATION REQUIREMENTS.
O
.�
2- ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING
CIL
y Z
-
CODE (IBC), STATE AND LOCAL SPECIALTY BUILDING CODES, AND GOOD ACCEPTED PRACTICES. IN THE
N
•-
o0LuCL
EVENT OF ANY CODE CONFLICT, THE MORE RESTRICTIVE PROVISIONS SHALL APPLY. THE ENGINEER SHALL BE
W
o
MADE AWARE OF ANY SUCH CONFLICT. OCCUPANCY OF THIS STRUCTURE IS AS A UTILITY STRUCTURE, (U).
3. DESIGN LOADS USED FOR THIS BUILDING INCLUDE THE FOLLOWING:
1
A ROOF LIVE LOAD OF 40 PSF WITH A ROOF DEAD LOAD OF 5 PSF.
•• ••
B. NO CEILING LIVE LOAD AND NO CEIUNG DEAD LOAD (NOT BOTTOM LOADED).
191=0 "106-jim
C. HOIST OR CRANE LOADS ARE NOT APPLICABLE
Itali�i!>E7�L1NO
D. MAXIMUM WIND SPEED IS 75 MPH, EXPOSURE 'B' AND SEISMIC CATEGORY C HAS BEEN USED.
FF GABLE END POST
(SEE PIAN FOR SIZE
E. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE IS 2000 PSF.
WALL THICKNESS: 29 C.A.
NOTE SOIL BEARING PRESSURE IS BASED UPON SANDY OR GRAVEL (GW & GP) SOILS. SUBSTANDARD SOIL
(2) TH.TOUGH BOLT 5/8'0
CONDITIONS WILL REQUIRE INSPECTION AND FOOTING ADJUSTMENT BY THE ENGINEER. SINCE THE ENGINEER
W/ WASHERS
DOES NOT USUALLY PERFORM SITE INSPECTIONS, IT SHALL BE THE RESPONSIBILITY OF THE BUILDER TO
POST
INFORM THE ENGINEER OF ANY DETRITUS OR SUBSTANDARD SOIL CONDITIONS.
TRUSS TOP CHORD
4. CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH 2500. PSI. RECEIPTS FROM THE
TOP CHORD TRUSSES
SCALE MASTER OF THE VENDOR SHALL BE PRESENTED TO THE CONTRACTOR AT THE END OF EACH WORK
SEE TRUSS/COL '
DAY. CAST -IN-PLACE CONCRETE CONSTRUCTION, MATERIALS, AND PROCEDURES SHALL CONFORM TO
CONNECTION DETAIL
AMERICAN CONCRETE INSTITUTE SECTION 381-89.
IF THE VALUES FOR CONSTRAINED FOOTINGS QUAD OR MONO TRUSS
S. .TREATED WOOD SMALL CONFORM TO THE REQUIREMENTS OF AWPD LB -22. POSTS SHALL BE'�NO. 2
iiff1w
HEM -FIR OR BETTER IN ACCORDANCE WITH WWPA GRADING RULES. 6" X E{" POSTS MAY BE CONSTRUCTED
• !UOS ROOF UNE
OF A 6" X 6" WITH FULL LENGTH. 2" X 6" PLATE LAMINATED TO POST INTERIOR. 8' X 10" POST MAY BE
E
CONSTRUCTED OF 8' X 8' WITH FULL LENGTH 2" X 8" PLATE LAMINATED TO INSIDE FACE OF POST. HAL
,
LAMINATE WITH (3) t6d NAILS AT 12. O.C. STAGGERED AS MUCH AS IS PRACTICAL
1$•��9i�7Q31
6. LUMBER USED .FOR STRUCTURAL MEGBERS SHALL BE DOUGLAS FIR -LARCH, NO. 2.011 BETTER
•]i��
ACCORDING TO WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. MAXIMUM MOISTURE CONTENT
TRUSS BOTTOM CHORD
SHALL BE 19% BY WEIGHT. HEMLOCK -FIR MAY BE USED FOR NON-STRUCTURAL FRAMING SUCH AS
ITllfffwlB"l to 1
BLOCKING OR DRYWALL BACKING.
1/4.0 PILOT HODS (TYP)
• ��YES
USE 2X BLOCKING FON THROUGH
7. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE, AND OTHER APPUCABLE SECTIONS
BOLTS TOP AND BOTTOM CHORD
OF THE IBC, UNLESS OTHERWISE SPECIFIED HEREIN. GIRT NAILING SHALL CONSIST OF (3) 16d GALVANRED
' g N
NAILS PER CONNECTION. ALL CONNECTIONS TO PRESSURE TREATED LUMBER SHALL BE OF HOT DIPPED
YES
NO
GALVANIZED STEEL, STAINLESS STEEL. SNCON BRONZE OR COPPER.
4) 16d NAILS EACH SIDE
8. ALL SHEET METAL SHALL BE INSTALLED USING METAL. SCREWS AT 9
2%6 fA SIDE 0 45
INCHES ON CENTER (ONE SCREW PER RIB). ROLLED STEEL PRODUCTS
l NO
(RSP) 6W10 (1-INGH)SHALL BE USED WITHOUT VINYL BACK INSULATION
BOL'f
ROUGH BOL
(2) THROUGH BOLT 5/8
AND 6W15 (1 1/2-INCH)SHALL BE USED WITH INSULATION. CONSULT
BOLTS RERs
ENGINEER FOR OTHER LAMINATED PRODUCTS WITHIN THE WALL ASSEMBLY.
FROM BUILDING
9. ALL STEEL BOLTS SHALL BE ASTM GRADE 307 OR BETTER, GRADE 11. METAL PANELS SHALLBE DELTA
a
RIB -STYLE GALVANIZED, MINIMUM 29 GAUGE, GRADE E OR BETTER. PANELS SHALL BE FASTENED WITH
UP INTO CONCRETE.
GALVANIZED GASKETED METAL -TO -WOOD 1' SCREWS IN PRE -DRILLED HOLES. PANELS SHALL BE INSTALLED
BOTTOM GIM
PER MANUFACTURER'S RECOMMENDATIONS. _
I °
I
10. ANY BACK FILLED SOIL BENEATH SLABS SHALL BE COMPACTED TO 95% RELATIVE DENSITY AS
CUSHION AT CLEAN SAND OR v
DETERMINED BY ASTM 1557, METHOD D.
NOIR:
11. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN
SEE PAN FOR LOCATION AND APPUYBUIY. TRUSS
MAWACTUREIR TO BE !FORMED OF BRACES
THE STATE IN WHICH THE BUILDING IS TO BE CONSTRUCTED. TRUSS DIAGRAMS AND CALCULATIONS SHALL
¢XMA
BE DELIVERED TO INLAND .NORTHWEST CONSULTANTS PRIOR TO CERTIFICATE OF OCCUPANCY.
LONG KNEE BRACE
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
-P
2' MAX 12'
2X6 OR 2X6 PURUNS
(SEE SCHEDULE)
METAL OR CS SHEETING
6%6 COLUMN BETWEEN TRUSSES
OPTIONAL•
PUCE PUN TO SERVE
AS WWI DN IAM
GUTTER IF
N>PUCA9lE�
...I BOTTOM CHORD TRUSS
DBL 2X6 LOOKOUT, ONE
EACH SIDE OF POST
WAFER BOARD OR
I�iETA1 SIDING
+� • 2X6 CIM FRAME ASSELIBLY
'I NAILED TO POST W/16d 0 16'
•i O.C. STAGGERED
WOOD SIDING COMMERCIAL GIM OPTION
NOTE:
THIS DETAIL DOES NOT APPLY UNLESS
SPECIFICALLY CALLED OUT ON PLAN
OPTIONAL RASED EA VE
SOFFIT DETAIL
NIS
i
WffA.CIURED TRUSS
-NOTCH POST 1-1/2" TACH
90E TO PROVIDE. SEAT.
S= 2-1/2' FOR 6X
TRUSS TOP CHORD -� 4-1/2' FOR 8X
I
I WOOD POST (SEE
i POST/FOOTING SCHEDULE)
TYPICAL PURUN (SEE
FLOOR PUN FOR SIZE)
TRUSS BOTTOM CHORD
DOUBLE RAFTERS (SEE
USE 2X BLOCKING FOR THROUGH FLOOR PLAN FOR SIZE)
• BOLTS TOP AND BOTTOM CHORD
2X6 EA SNE 0 45
3) 20d HAILS EACH SIDE,
EACH END (N)
WHICH DETAILS APPLY AND HOW THEY ARE RELATED TO ONE ANOTHER. SHORT KNEE .BRACE
14. INLAND NORTHWEST CONSULTANTS SHALL NOT BE RESPONSIBLE FOR ANY LOSS OF PROPERTY OR ANY 111.1 �lA'E BRACE DETAIL -TYPICAL
PERSONAL INJURY AS A RESULT OF THE USE OF THESE PLANS FOR THE CONSTRUCTION OF ANY STRUCTURE
DURING CONSTRUCTION OR AFTER COMPLETION. R SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE NIS
PROPERTY TO EXERCISE CAUTION DURING CONSTRUCTION AND AFTER COMPLETION.
•/ *
1
:
•• ••
2X6 GIRTS 0 24" O.C.
191=0 "106-jim
,DEVELOP 14 -DAY STRENGTH PRIOR TO
Itali�i!>E7�L1NO
(1)12'x10' OVERHEAD DOOR
FF GABLE END POST
(SEE PIAN FOR SIZE
CI�Si[Im�EJ�/YES
WALL THICKNESS: 29 C.A.
g LOCATION)
z
NO>
BOTTOM CHORD LOAD BEARING (7 PSF)
�Q9i�SQ9iYES
POST
IN SLAB.
''''....AND
iEJ�•Li•w"t Na1S•JII
•
TOP CHORD TRUSSES
D ]ice /�7Ci11YES
NO
R�di�i�ml
BY MFG.
gun, M*2"lNQ#i1YES
IF THE VALUES FOR CONSTRAINED FOOTINGS QUAD OR MONO TRUSS
12'-3' 2•
I If
iiff1w
NO
• !UOS ROOF UNE
�•1i���
E
THE STRUCTURE DEPENDS ON THE TIES FOR
NAILS
of OTHERS I1 �1
ELEVATION W/STPD
1$•��9i�7Q31
•
•]i��
HEADER
E
PLACEMENT IS NOT CERTAIN. THEN USE THE
'NO
ITllfffwlB"l to 1
HD PER PLAN
1/4.0 PILOT HODS (TYP)
• ��YES
2X8 HEADER 4X4 POST CONTINUED
19.1S•1i*41mmaSill
IT$ il)!4SiI/na",I
NO
' g N
FF"# *"# NJQ•) Ii
D:lrstiiw=dKSSi1
YES
NO
DSfC1iaL9iC1Qi1
I
>
REINFORCING OR REBAL \ " I
Q$-A*ii i
l NO
NOTE(
1
YES
NOTE: THE CRITERIA USED FOR THIS
TABLE ARE IN ACCORDANCE WITH THE
PROVISIONS OF THE 2003 IBC. IF THE
VALUES FOR CONSTRAINED FOOTINGS
ARE USED THE 'HAIRPIN' TIES SHOWN -
IN THE POST/SLAB CONNECTION DETAIL -
MUST BE INSTALLED AND ALLOWED TO
12
24'X3G.X 14" 41 PITCH __ ._.2X6
PURLINS 0 24"O.C.
24' 0•C.
2X6 GIRTS 0 24" O.C.
I
,DEVELOP 14 -DAY STRENGTH PRIOR TO
2" VB ROOF & WALL INSULATION
(1)12'x10' OVERHEAD DOOR
FF GABLE END POST
(SEE PIAN FOR SIZE
WALL SHEETING. HAIRPINS SHALL BE
WALL THICKNESS: 29 C.A.
g LOCATION)
z
''. I/4x48' AROUND THE POST CENTERED'
BOTTOM CHORD LOAD BEARING (7 PSF)
SUPPORT PURUNS 0 END RAFTER W/2X6 OR 2X8 STD.
POST
IN SLAB.
''''....AND
m
CONTINUE GABLE END WALL POST TO
TOP CHORD TRUSSES
PLEASE NOTE IMPORTANTLY: NOTE'
''...
4X4 WALK DOOR POST
(SIZE PER PUH)
BY MFG.
16d NAILS OR OPTION BELOW
IF THE VALUES FOR CONSTRAINED FOOTINGS QUAD OR MONO TRUSS
12'-3' 2•
I If
ARE USED, THE STRUCTURAL INTEGRITY OFAVE 2X24 CLEATS
TO H
TO HAVE
• !UOS ROOF UNE
I I SEE FLOOR PLAN ITRUSSES DESIGNED
MFG'S TRUSS
THE STRUCTURE DEPENDS ON THE TIES FOR
NAILS
of OTHERS I1 �1
ELEVATION W/STPD
PANEL
PANEL PLATE
STRENGTH. IN OTHER WORDS, IF THE SLAB
r
HEADER
30d SPIKE INTOPOST. PRE DRILL
PLACEMENT IS NOT CERTAIN. THEN USE THE
'NO
HD PER PLAN
1/4.0 PILOT HODS (TYP)
'.. FOOTING SIZES FOR SLAB."
2X8 HEADER 4X4 POST CONTINUED
ELEVATION W/O O
GMIONAL SHED
MINIMUM SIDE WALL POST FOOTING
SIZES FOR BUILDING WiTH 20'
MAXIMUM SIDE WALL LEAN -TO
DIA
0 BAY
2
GABLED END WALLS: USE 4x6 POST.
FOOTING DIMENSIONS B 0 24' AND D 0 36"
UNLESS 'H' IS LESS THAN 12 FEET. THEN B 0 18'
POST FOOTING SCHEDULE
NOTE: CLEAR SPANS TO 48 FEET MAXIMUM
EIOTTOM CHORD TRUSS
BY MFG
NOTCH POSE AS NECESSARY TO
PROVIDE FULL TRUSS SEAT
WOOD POST (SEE SCHEDULE)
TYPICAL TRUSSICOL
COAMMONEND VIEW
NIS
(3) 16d HAILS PER
LDOKOM
BUILDING HEM
MANUFACTURED TRUSS
70P CHORDS DESIGN BY
TRUSS MANUFACTURER
2% BLOCKING
(CONTIM) M OMIONAL)
SIMPSON LU RANGERS
PURUN CONNECRON METHOD
A' (AMG PIACINS)
PIA2UN CONNECTION METHOD
'6"CHIP PIAiLM RUNNING BQ
NAA STRUT TO TOP CHORD ..
W/(3) 16d NAILS EACH SIDE
N CONNECTION METHOD
'C' (TOP PUE UN NUNNNG
NOTE
DEPENDING ON BOTTOM CHORD SIZE
KNEE BRACE SEE FLOOR
'-PLAN FOR APPUCABINY
30d SPIKES IN PRE -DRUM
"PILOT HOLES. EACH SDE
1 5/8' THREAD
pl) I A�li
-5/8.0 MACHINE BOLTS
2'K6'X24' DF -L CONNECD
BLOCK EACH SIDE OF POS
OPTIONAL 16d NAILS FOR
SETING ONLY
• �'. A� A A % � i
TRUSS CONNECTION DETAIL
BUILDING DIMENSION UNE
OUT TO OUT 5 BUILDING BUILDING
SPAN DIB.) CEMERUNE
RIDGE CAP
ROOF SHEETING
Jr OVERHANG (PER PLAN)
4.
TOP OUTSIDE CORNER
OF TOP TRUSS CHOR MANUFACTURED PURLINS (PER PLAN)
TRUSS 624' O.G
EXTERIOR SIDING PER PLAN
OPTIONAL 1/2'
GYM BOARD
2X6 COMMERCIAL GIRT,
ASSEMBLY (GIRIS 024' O.C.)
INSULATION CAVITY (INSULATION
OPTIONAL) HAL VERIICN. 2X6 TO
POST W/16d 0 16' O.C. .
6
z
m POM DIMENSION
qHQWN ON PI AN
x 16d GALVANIZED 016' O.C.
BOTTOM DIM (PLATE) TO BE PT.
NOTE
THIS GIRT TO BE INSTALLED UNDER THIS
CONTRACT
FINISHED FLOOR
APPROXIMATE MID ELEVATION W SLAB
POM BO70M DIM r °_ \ \ r °- APBONAL SLAB
THICKNESS PER PUJ)
FLOOR
FINISHED GROUND-� I `a N/O SUB
SLOPED TO DEAN I CONSTRUCTION ADHESIVE
AWAY FROM BUILDING ( I (ATMEN Pte.)
CROSSED Hid GALVANIZED NAILS 0
v I I 1YO.C. LEAVE 2' EXPOSED FOR
PENETRATION INTO CONCRETE
I I M 2X6 FDRM/SCREID BOARD BETWEEN
° o(_ J a• POSE SUPPORT WITH TEMPORARY
- OUMN,GERS PRIOR TO POUR
c v
FOOTING PER PIAN
NOTE:
SUPPORT GIGS AT MD SPAT UNTIL
ALL META. SHEETS ARE SECURED
AVM'
O0ZNOTANLYUMffiSC0AeMaAL
GOASSPECnU00NPL4M4
COMMERCIAL GIRT/WALL
DIMENSION
NIS
OF SHEETING (PER PIAN)
PURLINS 0 24' D.C. BUILDING DIMENSION LINE (OM TO
(SIZE PER PIAN) �OUT IS BUILDING SPAN DIMENSION)
r APPROX. O4' OVERHANG
SIPNDAR
M�.STOP OUTSIDE CORNER
OF TOP TRUSS CHORD
EXTERIOR SIDNC
(PER PIAN)
2X6 GENS 0
12
24'X3G.X 14" 41 PITCH __ ._.2X6
PURLINS 0 24"O.C.
24' 0•C.
2X6 GIRTS 0 24" O.C.
75 MPH WINDSHEAR
(1)12'x12' OVERHEAD DOOR
2" VB ROOF & WALL INSULATION
(1)12'x10' OVERHEAD DOOR
FF GABLE END POST
(SEE PIAN FOR SIZE
(1)3x68 WALK DOOR
WALL THICKNESS: 29 C.A.
g LOCATION)
z
TRUSS. LOCATE BRACES 0 MIDDLE POST. FASTEN EACH END A35 TO THE TOP OF
BOTTOM CHORD LOAD BEARING (7 PSF)
SUPPORT PURUNS 0 END RAFTER W/2X6 OR 2X8 STD.
POST
DRIENSIONP1 AN
m
CONTINUE GABLE END WALL POST TO
PT COLUMN
M
4X4 WALK DOOR POST
(SIZE PER PUH)
24'
16d NAILS OR OPTION BELOW
2'
12'-3' 2•
I If
THICK Nm
• !UOS ROOF UNE
I I SEE FLOOR PLAN ITRUSSES DESIGNED
FINISH FLOOR MET
3
of OTHERS I1 �1
ELEVATION W/STPD
0 I
2X6 pfT15 0 24' O.C.
r
HEADER
2%8 HEADER
•
HD PER PLAN
"`y
2X6 JAMB PLATE
2X8 HEADER 4X4 POST CONTINUED
ELEVATION W/O O
GMIONAL SHED
r
' g N
16'-0' MAX
WAX DOOR HEADER
OPTIONAL 6X6/10X10 WWF
'
I
ppT
OPTIONAL.IONAt
REINFORCING OR REBAL \ " I
POST SIZED
APPROX. FINISH GRADE
NOTE(
1
SLOPED M BRAN AWAY
CARE SKILL BE TAKEN DURING _°
_
FROM BUILDING
POUR TO ENSURE WWF IS PULLED a II
a
APPROX. MIO POINT
UP INTO CONCRETE.
TREATED 2X8 CONCRETE FOOTINGJI,II;
BOTTOM GIM
OPIN)NAL CONCRETE SUB ON 3' ° I
i
I °
I
2%8 M BOTTOM DIM
CUSHION AT CLEAN SAND OR v
LL Q
W
�. �.,,��
GRAYEL(SEE PUN TOIL APPLICABILITY)
-v
TYPICAL SIDE ELEVATION
¢XMA
3
NO (PLR SCHEDULE)
DIMENSION -CLARIFICATION
DETAIL
NTS
MORTIMORE SCHEDULE
12
24'X3G.X 14" 41 PITCH __ ._.2X6
PURLINS 0 24"O.C.
40# SNOVVLOAD
2X6 GIRTS 0 24" O.C.
75 MPH WINDSHEAR
(1)12'x12' OVERHEAD DOOR
2" VB ROOF & WALL INSULATION
(1)12'x10' OVERHEAD DOOR
ROOF THICKNESS: 29 GA.
(1)3x68 WALK DOOR
WALL THICKNESS: 29 C.A.
72 LF WALL LIGHT ALONG, EAVES•
PRE -BUILT ENGINEERED TRUSSES
TRUSS. LOCATE BRACES 0 MIDDLE POST. FASTEN EACH END A35 TO THE TOP OF
BOTTOM CHORD LOAD BEARING (7 PSF)
SUPPORT PURUNS 0 END RAFTER W/2X6 OR 2X8 STD.
POST
W%TR
0 KNEE BRACES
CONTINUE GABLE END WALL POST TO
4X6 GABLE END POST
M
4X4 WALK DOOR POST
' PITCH PER PROTECT
24'
16d NAILS OR OPTION BELOW
TV III
12'-3' 2•
I If
i
P'...
6X6 (TYP)
\ 11 L
x /
�. O.H OOR
1 /
n
I ' �
,r
/ '
I c
12
NIS
w v
DIMENSIONS PER PIAN
4
OPTIONAL CM POST AT TOP OF BOTTOM CHORD OF TRUSS AND PROVIDE 2X6
Zal=
DIAGONAL BRACE FROM CHORD OF CABLE ENO TRUSS TO TOP CHORD OF INTERNE
m V
C-iC)
HALF TRUSS DESIGN BY OTHERS OR CABLE END RAFTER.
TRUSS. LOCATE BRACES 0 MIDDLE POST. FASTEN EACH END A35 TO THE TOP OF
O U Z
SUPPORT PURUNS 0 END RAFTER W/2X6 OR 2X8 STD.
BRACE TO TOP OF TRUSS CHORD PER TRUSS MFG'S RECOMMENDATION.
JOIST HANGERS DEPENDING ON PURUN SIZE
CONTINUE GABLE END WALL POST TO
N/1 M -w
M
TOP CHORD OF TRUSS AND HAL W/(4)
' PITCH PER PROTECT
SPECIFIC SCHEDULE TRUSS COMPS FORM
16d NAILS OR OPTION BELOW
OPTIONAL 2' WALL UGM
12_ SECURING META. 0 24' O.C.
SFE HANGER PURUN/WUBLE
• !UOS ROOF UNE
I I SEE FLOOR PLAN ITRUSSES DESIGNED
TRUSS CONN. DETAIL2xio
of OTHERS I1 �1
z
0 I
2X6 pfT15 0 24' O.C.
r
HEADER
2%8 HEADER
•
HD PER PLAN
"`y
2X6 JAMB PLATE
2X8 HEADER 4X4 POST CONTINUED
U
GMIONAL SHED
HEIGHT PER PUN TO NEXT GIRT ABOVE
' g N
16'-0' MAX
WAX DOOR HEADER
OPMRk SHEDWOOD
ppT
OPTIONAL.IONAt
POST SIZED
11'-6' MAX 11'-6' MAX
,
'
PER SCHEDULE
2X6 GIRTS 024" O.C.
OVERHEAD DOOR TYP-14M DOOR
�LLI
.7
W
2X6 HEADER
2 z1LK
(\H
uplmk SINGLE OVII DOOR
ji.3'-6'
2X6 NT BOTTOM GEOR 4'-61(6'-8'
TREATED 2X8 CONCRETE FOOTINGJI,II;
WALT DOOR
J.
BOTTOM GIM (SEE SCHEDULE) :U: :U
V>A' .R•1Y:• ,. ,
Z NU
oow
LL Q
W
�. �.,,��
w o =
3sc�
Z
TYPICAL SIDE ELEVATION
i
P'...
6X6 (TYP)
\ 11 L
x /
�. O.H OOR
1 /
n
I ' �
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/ '
I c
12
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SCALES 1 /8"=1
SEE PRE -MANUFACTURER'S
BRACING LOCATION FOX
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cn m
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ISSUE
DATE: 03 16
05
DRAWN BY: SLS
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CHECKED BY: JH
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SSA 2840
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PATH: Z:\DATABASE\
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1 of 1
PROJ. 05-03-045
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