1992, 11-10 Permit App: 92009965 Garage AdditionSPOKANE COUNTY DEPARTMENT OF BUILDINGS
W. 1303 BROADWAY AVENUE
SPOKANE,,WASHINGTON 99260
•"I --(509) 456-3675
I certify that I have examined this permit/application, state that the information contained in it and submitted by me or my agent to compile said permit/application is true
and correct, and authorize Spokane County to proceed with processing In addition, I have read and understand the INSPECTION REQUIREMENTS/NOTICE
provisions included herein and agree to comply with samee. All provisions of laws and ordinances governing this type of work will be complied with whether specified
herein or not l understand that the issuance of this permit/application and any subsequent inspection approvals or Certificates of Occupancy shall not be construed to
give authority to violate or cancel the provisions of any state or local law regulating construction, oras a warranty of conformance with the provisions of any state or local
laws regulating construction
SIGNATURE OF APPLICATION
OWNER OR AGENT DATE
PROJECT NUMBER= 92009965 APPLICATION
DATE= 11/140/92
PAGE= 01
******: THIS IS NOT A PERMIT ******
PENALTIES S 14!:L.I... BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
S1:TE: STREET=
ADDRESS=
PERMIT USE=
PLATO
AREA==
0
OF Tiit-DGS=:
OWNER=
STREET-
ADDRESS=
0104 E NORA AVE
SPOKANE WA 99212
GARAGE ADDITION
001702 PLAT NAME-
1 000 LOT=
00010275 F/A==
20 DWELLINGS=
COCKER, PATRICIA
8104 E NORA AVE
SPOKANE WA 99212
PARCE•:l._=» = 45071.1 421
MOUNTAIN VALLEY . S1Jj L4 7
7000 .ZONE=: r DISH= E"
F WIDTH=:. 75 DEPTH= 1370 R/W:= 60
S WATER DIST =
CONTACT NAME:::: F'ATRICA CROCKER
BUILDING SETBACKS: FRONT= 25 LEFT= 11
PHONE= 509 924 6673
PHONE NUMBER= 509 924 .6573
RIGHT= NA REAR:::: NA
*34**•*34*•*•*********•***********•** REVIEW INFORMATION **********ii*ii*************
DEPARTMENT
BUILDING
BUILDING
HEAL..THDIS1
1443434****4*3434**
REVIEW COMMENTS
PLAN REVIEW REQUIRED
SETBACK. REVIEW REQUIRED
INCREASE IN LOT COVERAGE
***.*.*** ***4**4.4**• BUILDING PERMIT ****
APPROVAL.. COMMENTS
CONTRACTOR= OWNER
NEW=
DWELL UNITS=:
BLDG W X 0 =
REG! PARKING=
REMODEL=
OCCUP,. t..D
14 X 6 SQ F.T..
OHANDICAP::::
DESCRIPTION
GARAGE
GROUP
M --i
ITEM DESCRIPTION
RE.SIDENTIAL.. VALUATION
STATE SURCHARGE
RE:.SIDEINT:I.At.. .SURCHARGE
PERMIT TYPE
BUILDING PERMIT
PROCESSED BY: BARRY
PRINTED BY: BARRY
TYPE
VN _._.
FEE: AMOUNT
45.00
45.50
HUSFI..OEN
I-IUSFL_OE:N
*.*3434*•*3i****.*.*****3434***343434**3i*
PHONE=
34 *. 34**..)(..N: h 34**34.*3434'****•***•34*
ADDITION= X
BLDG MGT= 8 STORIES=
04 SPRINKLER= N
CRITICAL MAI= N
CHANGE OF USE=
SW FT
84
QUANTITY
Y
Y
AMOUNT PAID
.00
400
THANK YOU *
VAI..UA TTON
672400
FEE AMOUNT
35.00
4.50
4.30
AMOUNT OWING
45.00
45.30
***3i•**34**34** h:******34**3434****3434*
NOTICE
It is the responsibility of the permittee, not Spokane County, to see to it that the use described on the front of this permit
complies with applicable codes and requirements and that required inspections are requested. Failure to request required
inspections and obtain the necessary approvals prior to progressing beyond the point where inspections are required may
necessitate removal of certain parts of the construction at the owner's/permittee's expense. At a minimum, the following
inspections ARE REQUIRED by County Code:
1. FOOTING — when forms and reinforcement are in place and prior to placement of concrete.
NOTE: This inspection includes review of the structure's setbacks from property lines. Minimum setbacks are
established by County zoning regulations. Typically, side and rear yard setbacks are measured from property
lines, while setbacks for yards abutting streets are measured from the property line or the center line of the
roadway right-of-way, whichever provides the greater setback from the center line of the roadway right-of-way.
Curb lines and fence lines are not necessarily indicative of property lines. In some residential areas, the County
can own as much as 20 feet of right-of-way between your property and the actual improved street/curb. The
responsibility to comply with applicable setback provisions lies solely with the permittee — neither Spokane
County nor its authorized representatives assume any responsibility for the verification or location of your
property lines Please verify their location prior to locating your structure Failure to properly locate the structure
may require its relocation at the owner's/permittee's expense.
2. FOUNDATION—when forms and reinforcement are in place and prior to placement of concrete. (Blocking fora
manufactured home is required to be inspected prior to the installation of skirting.)
3. FRAMING — after all framing, bracing and blocking is in place, and prior to concealing.
4. INSULATION — prior to the installation of drywall.
5. PLUMBING — after rough -in, before covering, and final.
6. MECHANICAL — rough -in of piping, before covering, metal chimneys before concealment, and final.
7. FINAL — when complete and prior to occupancy and/or use. Please provide 24 hours notice.
NOTE: In addition to inspection of the structure, this inspection includes review of site Improvements (typically
depicted on the approved site plan) required by ordinance or as a condition of approval of this permit. Items such
as the installation of fire hydrants, fire department access, on-site drainage ("208 swales"), road improvements,
parking, and landscaping are common requirements of a permit/site plan which must be completed prior to final
approval of a building or issurance of a Certificate of Occupancy.
In addition to the above any plumbing or mechanical systems or materials which would be concealed by framing, drywall,
concrete, etc., must be inspected prior to cover. Check with the department for "special inspections" in conjunction with
commercial projects.
CALL 456-3675 FOR INSPECTIONS.
TO INSURE PROMPT SERVICE, PLEASE GIVE 24 HOUR NOTICE.
YOUR INSPECTOR IS
UNDER CERTAIN CIRCUMSTANCES, PARTS OF YOUR PROJECT MAY REQUIRE INSPECTIONS FROM OTHER
AGENCIES:
o road cuts for utilities or drives, State or County Engineer's Office
456-3600
o on-site waste disposal system, Environmental Health District
456-6040
o construction in a flood plain, County Engineer's Office
456-3600
o electrical wiring, State Department of Labor and Industries
456-2792
o sewer connection, County or City Utilities Department
456-3604
EXPIRATION
Unless otherwise noted, this permit will be considered null and void by limitation of the work authorized by the permit is not
commenced or is stopped for a period of 180 days, unless a written request for an extension of the permit is received and
approved by the Building Official prior to expiration. At a minimum an inspection should be requested at least once every 180
days to assure the validity of the permit. A permit may be renewed within one year of the date of expiration for one-half the
original fee, subject to certain limitations — please call us if you have any questions.
MISTAKES?
If you think we've made an error in processing this permit or in conducting inspections pertaining to it, or find erroneous
information in the permit, please bring it to our attention immediately by filing a written request for correction within 10 working
days of discovery. All such requests should be directed to the Department of Buildings at the address found on the face of this
permit.
Spokane County
DEPARTMENT OF BUILDINGS
West 1303 Broadway Avenue Spokane, WA 99260 (509) 456-3675
PARCEL NUMBER:
INFORMATION WORKSHEET
STREET ADDRESS: /o 9 ' A/ or c?,
CITY/STATE/ZIP: 57,6A -F/ -7e 7g 2).2—
SUBDIVISION: )
SUBDIVISION:
BLOCK: LOT: ZONE: DISTRICT:
LOT AREA: F/A: WIDTH: DEPTH: R/W:
OF BUILDINGS:
1 OF DWELLINGS: WATER DISTRICT:
OWNER: /919,77,C /? ( r -/€'G r J t PHONE: ga l - 66 27S
MAILING ADDRESS:
CITY/STATE/ZIP:
CONTACT:
gib 9
lV�vz �i�s QJ�
spa f-r7h t.
PHONE:
SETBACKS: - FRONT: LEFT: RIGHT: REAR:
PERMIT USE:
BUILDING INFORMATION
CONTRACTOR LICENSE NUMBER: Q VVV
CONTRACTOR: PHONE:
MAILING ADDRESS:
ARCHITECT/ENGINEER: PHONE:
MAILING ADDRESS:
NEW: REMODEL: ADDITION:); CHANGE OF USE:
DWELL UNITS: OCCUPANT LOAD: BUILDING HGT: K STORIESS::
BUILDING DIMENSIONS: \tii X -2(WIDTH X DEPTH) SQ. FT.: V IL�
REQUIRED PARKING: 1 HANDICAP: SPRINKLERED: CRITICAL MATERIAL:
(2) THROUGHWBOLT TO Wnig 8' 0
TRUSS TOP CORD
SEE -1SS/10L` "• '-T
CON +N DET
EACH SIDE
TRUSS BOTTOM
COD
USE 2xHBLOCKING
• FOR THROUGH BOLTS
/ ' TOP AND BOTTOM
CHORDS
2x6 EA. SIDE
SIDE 0 45'
(2) THROUGH BOLT
- 5/8" 0 BOLTS
W WASHERS
LONG KNEE BRACE
n
TRUSS TOP
CORD
W�r 1r
) TRUSS BOTTOM
S
!i CHOR x BLOCKING
FOORjjj)E LER
2x6 EA [
SIDE 0A 4:
Si1
14:30d EACH SIDE - EA
SHORT KNEE BRACE
KNEE BRACE DETAIL - TYPICAL
N.T.S.
NOTE: SEE PLAN FOR LOCATION AND APPLICABILITY.
TRUSS MANUFACTURER TO BE INFORMED OF BRACES.
NOTE; QUAD OR MONO
TRUSSES TO HA
2x24' CLEATS
WITH (8) 20d
NAILS.
MIN.(VARIES WITH POST SIZE)
TOP CHORD TRUSSES BY MFG.
TRUSS MFG.'S TRUSS PANEL PLATE
TVP. 301) SPIKE INTO POST.
PRE DRILL 1/4' DIA. PILOT HOLES
NOTCH POST AS NECESSARY TO
PROVIDE FULL TRUSS SEAT
BOTTOM CHORD TRUSS BY MFG.
WOOD POST (SEE SCHEDULE)
TYPICAL TRUSS/COL
CONNECTION END VIEW
N.T.S.
GENERAL NOTES AND SPECIFICATIONS
1. THE SITE PLAN SHOWING THE LOCATION OF THIS BUILDING ON THE
PROPERTY IS NOT INCLUDED HEREIN. IT 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 CONFUCT, THE MORE RESTRICTIVE PROVISIONS SHALL APPLY. THE
ENGINEER SHALL BE 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:
A. ROOF LIVE LOAD OF 40 PSF WITH A ROOF DEAD LOAD OF 5 PSF.
B. NO CEIUNG LIVE LOAD AND NO CEILING DEAD LOAD (NOT BOTTOM
LOADED).
C. HOIST OR CRANE LOADS ARE NOT APPLICABLE.
D. MAXIMUM WIND SPEED IS 75 MPH, EXPOSURE "B" AND SEISMIC CATEGORY
C HAS BEEN USED.
E. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE IS 2000 PSF.
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, IT SHALL BE THE RESPONSIBILITY OF THE BUILDER
TO INFORM THE ENGINEER OF ANY DETRITUS OR SUBSTANDARD SOIL
CONDITIONS.
4. CONCRETE 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 AMERICAN CONCRETE INSTITUTE SECTION 381-89.
5. TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPD LB -22.
POSTS SHALL BE NO. 2 HEM -FIR OR BETTER IN ACCORDANCE WITH WWPA
GRADING RULES. 6' X 8" POSTS MAY BE CONSTRUCTED OF A 6' X 6' WITH
FULL LENGTH 2' X 6" PLATE LAMINATED TO POST INTERIOR. 8" X 10' POST
MAY BE CONSTRUCTED OF 8' X 8" WITH FULL LENGTH 2' X 8' PLATE
LAMINATED TO INSIDE FACE OF POST. NAIL LAMINATE WITH (3) 16d NAILS AT
12" O.C. STAGGERED AS MUCH AS IS 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. NAIUNG SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE. AND
OTHER APPLICABLE SECTIONS OF THE IBC, UNI FCS OTHERWISE SPECIFIED
HEREIN. GIRT NAILING SHALL CONSIST OF (3) 16d GALVANIZED NAILS PER
CONNECTION. ALL CONNECTIONS TO 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 BEI ItH, GRADE II.
METAL PANELS SHALL BE DELTA RIB -STYLE GALVANIZED, MINIMUM 29 GAUGE,
GRADE E OR BET Iti. PANELS SHALL BE FASTENED WITH GALVANIZED
GASKETED METAL -TO -WOOD 1' SCREWS IN PRE -DRILLED HOLES. PANELS
SHALL BE INSTALLED PER MANUFACTURER'S 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 IN THE STATE IN WHICH THE BUILDING IS 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. R 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. TT SHALL BE THE RESPONSIBILITY OF
THE OWNER OF THE PROPERTY TO EXERCISE CAUTION DURING cosiammon
AND AFTER COMPLETION,
BAY WIDTH
16D TOENAIL
EA. PURUN
24' MAX.
2x6 BLOCKING BETWEEN P4IRUNS
PURUN
3p/HRA CHORD
arl1111111.11216DTOENNLI
CEBOLT
OR 304 NAILS
(2) 5/8"0 CARRIAGE BOLTS OR
0 ENDWALL POST OR 30d NAILS
(1) 5/8'0 CARRIAGE BOLT
O CORNER POST OR 304 NAILS
POST, GIRT, & WALL ASSEMBLY.
TOP
GABLE TRUSS
2x6 SUPPORT CLEAT
2x BLOCK WIDTH
TO MATCH POST
ATE: THIS DETAIL MAY BE
USED ONLY WI ENDWAU.
POST 0 BLDG. RIDGE.
NOTE: THIS DETAIL DOES NOT APPLY
UNLESS SPECIFICALLY CALLED OUT ON PLAN
OPTIONAL ENDWALL W/ OVERHANG
N.T.S.
mor. PER Fwixx, SCHEDULE.
ANC I&W MATERIAL SLOUGHED
HOLE SRW. BE REMOVED PRIOR
POUR.
SIDED TREATED RSCHEDULE.
NOTE: IBIS DETAIL FOR TRUSS AND RAFTER POSTS
GABLE END FOOTINGS TO BE 24"0 BY
36" DEEP. WALK DOOR FOOTINGS TO BE
24"0 BY 24" DEEP.
NOTE UNDISTURBED NATIVE SOI, OR
ENGINEERED FILL COMPACTED TO 95X
REATNE DENSITY, OR 3/4' AGGREGATE
ROAD BASE FOR SPANS UP TO 48' MAXIMUM.
SMUST
PAASH VE r SIF CONCRETE UNDER POST FOR
FOOTING DETAIL
N.T.S.
NOTE: DIMENSION 'B' MAY BE DIAMETER OR SQUARE.
PURIM SUPPORT STRUT 2'x '5'x FW.
DEPTH OF TOP CHORD PLUS FORUM
NM. PURRS W/(3) 1B -D NAAS
EACH SIDE
TYPICAL PURUN S
FLOUR PUN FOR Stn.
(2x5 FDR UP TO 10' BAYS,
2x8 FOR UP TO 12' ra
2'x 8' TOP GIRT•
NOTE RECESSED 1/2
INCH FROM MP
- Norm POST 1-1/2"� MUSS
EACH
SIDE TO PROVIDE SEAT.
s•• 21/2 FOR ex
"' 4 1/2 FDR 8x
SEE POST/FOOTING
SCHEDULE
FLOOR PUN FTYPICAL OR' SIZE I
111
r
MANUFACTURED TRUSS TOP
CHORDS DESIGN BY TRUSS
MANUFACTURER.
2x BLOCKING
(CONTINUOUS OPTIONAL)
SIMPSON UI HANGERS
PURUN CONNECTION
METHOD) "A' (HUNG
PURINE
PURUN CONNECTION
METHOD 'B" (TOP PURUN
RUNNING BT)
PURUN CONNECTION
METHOD 'C' (TOP PURUN
RUNNING BY)
NUL TO MP CHORD
W/(3)rD NAILS EACH SIDE.
NOTE DEPENDING ON
BOTTOM CHORD SIZE
PL.1N r&a FI T
(4) 30 0 SPIKES IN PRE -DRILLED
1 /4" PILOT SID
HOOIES. EACH E
5/8' DIA. MACHINE BOLTS
2'x6"x24" DF -L CONNECTION BLOCK
PROVIDE BLOCK EACH SIDE OF POST.
OPTIONAL 18D NAILS FOR SETTING ONLY
DOUBLE RAFTERS, SEE SHED CONNECTION
FLOOR MAN FOR SUE (ONLY WHERE APPLICABLE)
STANDARD PURLIN/DOUBLE TRUSS
CONNECTION DETAIL
N.T.S.
POST/FOOTING SCHEDULE
SIZES FOR BUILDING WITH 20'
MAXIMUM SIDE WALL LEAN -TO
1O•
WITH 4' CONC.
SPACINGBAT
COLUMN
FOOTING
SLAB & POST/
SLAB CONNECTION
'H"
"B" DIA.
b'
8'-O"
2'-0"
3'-0"
NO
PITCH
8'-0'
1'-6'
3'-0'
YES
1O'-5"
10'-0'
2'-0'
3'-6"
ND
}
10'-0"
1'-8'
3'-0'
YES
10
12'-0"
2'-0"
4'-0"
NO
a
12'-0"
2'-0
YES
14'-0"
2'-0'
4'-0"
NO
14'-O"
2'-6"
3'-O'
YES
16'-0"
2'-0"
4'-6"
NO
16'-O"
2'-0"
3'-6"
YES
NO
8'-0"
1'-6"
3'-0"
YES
1O' -O"
2'-0"
4'-O"
NO
>
10.-0'
2'-0'
3'-0'
YES
12'-0"
7-6"
4'-0"
NO
c.
12."-0"
7-0"
3'-0"
YES
-
14'-o"
2'-6"
4'-6"
NO
14'-0"
2'-O'
3'-6"
YES
16'-0"
2'-6'
4'-6"
NO
16'-O'
2.-0"
3"-6"
YES
GABLED END WALLS: USE 4x6 POST.
FOOTING DIMENSIONS B 0 24' AND D O 36'
UNLESS 'H' IS LESS THAN 12 FEET, THEN B 0 18"
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
DEVELOP 14 -DAY STRENGTH PRIOR TO
WALL SHEETING. HAIRPINS SHALL BE
#4x48" AROUND THE POST CENTERED
IN SLAB.
AND PLEASE NOTE IMPORTANTLY:
IF THE VALUES
FOR CONSTRAINED FOOTINGS
ARE USED, THE STRUCTURAL INTEGRITY OF
THE STRUCTURE DEPENDS ON THE TIES FOR
STRENGTH. IN OTHER WORDS, IF THE SLAB
PLACEMENT IS NOT COMM, THEN USE THE
FOOTING SIZES FOR 'NO SLAB."
MINIMUM SIDE WALL POST FOOTING
SIZES FOR BUILDING WITH 20'
MAXIMUM SIDE WALL LEAN -TO
1O•
D" DIA
10' BAY
20'
3'-0"
12' BAY
24'
3-6"
POST FOOTING SCHEDULE
NOTE: CLEAR SPANS TO 48 FEET MAXIMUM
.�— 241MAX.
24'1. —,('
2x8 OR 2,13 PUMAS (SEE SCHEMED
METAL. OR CS SHEETING
84 COLUMN BETWEEN
OPTIONAL
PLACE PURUN TO 'TRUSSES
AS INSULATION
IF APPUCABLE
3 18D NAILS
77- PER LOOKOUT
WAFER BOARD OR METAL SIDING
CHORD :MUSS B
BUILDING HEIGHT
DOUBLE 2x8 LOOKOUT, ONE
EACH SIDE OF POST
2x8 GIRT FRAME ASSBaY
RAILED TO POST WITH
ISO 0 18' 0.C. STAGGERED
WOOD SIDING COMMERCIAL GIRT OPTION
NOTE: THIS DETAIL DOES NOT APPLY
UNLESS SPECIFICALLY CALLED OUT ON PLAN
OPTIONAL RAKED EAVE
SOFFIT DETAIL
2X6 OR 2X6 PURUNS
(SEE SCHEDULE)
NTS
5/0X10 MB OR
AS REQUIRED.DRL
PRE-DRILL
O
2X6X24 CLEAT
RAFTER OR BOX BEAM
PER SCHEDULE
(6)164 NAILS STAGGERED
PER CONNECTION
(6)164 NNIS STAGGERED
PER CLEAT
6X6 POST 0
NOTE:
THIS DETAIL D`' N
SPECIFICALLY CALa OUT
POST RA
SPLICE DET
NTS
DIMENSIONS PER PLAN
• PITCH PER PROJECT SPECIFIC SCHEDULE
12
•
OPTIONAL
2' WAIL wry
SEE HANGER PURUN/DOUBLE
TRUSS CONN. DETAIL
N
cQ�a
Ni
L
12
• F"—'tom\
OPTIONAL SHED
n,
a0lomi►i
NAAER TO BE PREMIX!)
BY TRUSS COMPANY FIR
'�• NG METAL O 2P 0.0.
a0'/ -----\`a
yet `
2x10 TREMOR -
I - RAF MUSS DESIGN BY OTHERS OR T -
— -'-
GAME END RAFTER SUPPORT PLR3RS
0 END RAFTER II/ 2"x8' OR 2'4" STD.
JOIST NANGEIS DEPENDING MIN SIZE
18'-0' MAXIMUM _
2'x10' JAMB PATE
CONTINUOS ROOF UNE
:71
a
..TER Sfa1EDU1
TREATED 2'x8' BOTTOM GIRT. SEE. FOOTING ry
DETAIL 7 ;T
CONCRETE FOOTING. SEE SCHEDULE. --114:
OPTIONAL SINGLE OVERHEAD DOOR
TYPICAL FRONT ELEVATION
FE
SEE FEDOR PON-.
BAY SPACING
N.T.S.
CONTINUE GABLE END WALL POST TO TOP CHORD
OF TRUSS AND NAIL WITH 4 16D NAILS OR OPTION BELOW
OPTIONAL CUT POST AT TOP OF BOTTOM CHORD
OF TRUSS MD PROVIDE
2'x6' DIAGONAL 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.
BY DESIGNED
I
I I
2"z8' HEADER.
1
2"xB" HEADER .N
HEIGHT PER PLAN 1
OPTIONAL '1
11* -6' MAXIMUM— I
TVP. OVERHEAD DOOR 2
4
2 CARTS
2
0 24' O.C.
r ---
r F
.r r
i
I
E
4 -
TREATED 2'x8' "I
BOTTOM GIRT _
2"x18" HEADER
HEIGHT PER PLAN
CONTINUE 4x4 POST
TO NEXT GIRT ABOVE
WALK DOOR HEADER •
OPTIONAL
—11'-6" MAXIMUM
TP. SUDING DOOR
4x4 PT POST
3'-0" OR 4'-0' x 6'-8'
WALK DOOR
TYPICAL SIDE ELEVATION
SHED
ti.r ,
st,
N.T.S.
NOTE DOUBLE DIAGONAL BRACES MUST BE USED WHEN OVERHEAD DOOR
IN GABLE END PREVENTS CENTER POST FROM EXTENDING TO RIDGE.
•
ROOF SHEETING (METAL
OR WOODEN PER PLAN)
(OUT
BBUI DING DIMENSIION�ING UNE
TO OUT ISSPAN DIMENSION)
4' OVERHANG
TOP OUTSIDE CORNER OF
TOP TRUSS CHORD
TOP SIDING SHEET
NOTE THIS BOTTOM GWT NOT TO BE
INSTALLED IMOEER THS CONTRACT.
ISO VIVANT/ED
0 16 O.C.
APPROXIMATE
MID POINT
BOTTOM GIRT
SLOPE TO °IAN
AWAY
BUILDING
CENTERLINE
RIDGE
MANUFACTURED
METAL OR WOOD
SIDING (PER PUN)
2x6 COMMERCIAL GIRT
ASSEMBLY
INSULATION CAVITY
(INSULATION OPTIONAL)
---- DE I ---
FINISHED GRADE I • B . •
ELEVATION 1 . ;14
Dc2 COMMERCIAL
1/2" GYP. BD.
. BD. OPTIONAL)
NAIL VERTICAL 2x6 JO
POST W 18D 0 16 O.C.
---•2x8 GIRTS 0 24"
PLATE TO BE PT.
/-FINISHED FLOOR
ELEVATION WITH SLAB
LABB OPTIONAL
PER PLAN
NISHED FLOOR
ELEVATION WITHOUT SLAB
CONSTRUCTION ADHESIVE
(WEATHER PROOF)
CROSSED 16d GALVANIZED
. I NAILS 0 12" 0.C. LEAVE 2'
I. • •;1 EXPOSED FOR PENETRATION
.•b • I INTO CONCRETE.
2x6 PT FORM/SCREED BOARD
BETWEEN POST. SUPPORT L • • ' ) TEMPORARY OUTRIGGERS PRIOR
T : • ' '' ,'1 TO POUR.
N•,• • •L - J. • • A..-. FOOTING PER PLAN
b• • ; •y b_ _ I NOTE SUPPORT GIRTS AT
• MID SPAN UNTIL ALL METAL
SHEETS ARE SECURED.
GIRT/WALL DIMENSION
N.T.S.
NOTE: DOES NOT APPLY UNLESS COMMERCIAL GIRTS
SPECIFIED ON PUNS.
�4 R -BAR (TYP)
FOOTING PER
SCHEDULE
60"
/
4' CONCRETE_!
Ili
SLAB
/4 R -BAR (TYP)
4' CONCRETE
SLAB
L
ARUM
ST PER
PPI
NOT TO SCALE
THIS VIEW
ti
i�n:trli4�':bN':T 1r+itY .�^.:r ar-:Jr A
I -1 11-I
3"-4"
GRAVEL
FOOTING
SCHEDULE
is
,I 1 � I I� I� 1�
r!:r::r :r a::•1:r!.r!11 nT: _T:S_
HAIRPIN—SLAB
CONNECTION DETAIL
NTS
PORTAE 0 24" 0.0.
SEE PUN FOR SIZE
ROOF
(METAL OR WOODEN PER PLAN)
BSZI WG DAEMON UNE (OUT TO our IS
BUILDING SPAN DIMENSION)
APPROX 4' OVERHANG STANDARD
TOP OUTSIDE CORNER
OF TOP TRUSS CHORD
MANUFACTURED TRUSS
PT GABLE END POST
SEE PLAN FOR LOCATION
ELEVATION WITHOOUTED SLAB
OPTIONAL
REINFORCINGOROREB
7 R�
AR
SLAB THICKNESS
PER PLAN
NOTE CARE SEAL BE
TAKEN DURING POUR TO —
ENSURE WWF PULLED UP
INTO CONCRETE.
OPTIONAL 4' SLAB
ON 3' CLEE MSNA
SEE
OR GRAVEL
R
APPUCABRRY.
2x8 PT BOTTOM GIRT
APPROXIMATE
MID POINT
BOTTOM GIRT
SLOPE TO DRAIN
AWAY
FINISHED GRADE
FOCHIG
DIMENSION—CLARIFICATION
LARNED SCHEDULE
12
30'X40 x16 41— ROOF PITCH
40# SNOW LOAD
75 MPH WIND LOAD
2" VB ROOF & WALL INSULATION
ROOF THICKNESS: 29 GA.
WALL THICKNESS: 29 GA
PRE -BUILT ENGINEERED TRUSSES
6x6 TRUSS POSTS
4X6 GABLE POST
4X4 WALK DOOR POST
30'
DETAIL
N.T.S.
2x6 PURLINS ,?4" O.C,
2X6 GIRTS 24 O.C.
(1) 12'x14' OVERHEAD DOOR
(1) 3'0"X6'8" WALK DOOR
10'
10'
1O•
4x6
6x
3'0x6'8
WALK
L
(TYP)
( )
DOOR
4
12
6x6
(TVP
om_{II---CP
(
PITCH
.
/\
/
/
12'X14'
/ O.H. DOOR
\
3'-4
1O'-5"
17-3"
Ii •
FLOOR PLANS
SCALE: 1/e= 11-0'
PRE -MANUFACTURER'S RECOMMENDED WEB
BRACING LOCATION FOR ALL TRUSSES
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