1999, 06-03 Permit App: 99004880 Remodel GarageProject Number: 99004880 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: CONVERT ATTACHED GARAGE INTO LIVING Contact: KRENKE, SCOTT
ROOM, BEDROOM & BATHROOM Address: 12502 E 4TH AVE
Setbacks: Front EXI Left: EX Right: EX Rear: EX C - S - Z SPOKANE, WA 99216
Phone: (509) 922-5903
Date: 6/3/99 Page 1 of 2
Site Information:
Plat Key: 001840 Name: OPP. TR. 1-354
District: F
Parcel Number: 45222.1416
SiteAddress: 12502 E 4TH AVE Owner: Name: KRENKE, SCOTT
SPOKANE, WA 99216 Address: 12502 E 4TH AVE
Location:: SPO SPOKANE, WA 99216
Zoning: UR -3.5 Urban Residential 3.5
Water District: 999 UNKNOWN Hold: ❑
Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information: .:::sfi:xt xz zux:::zet t:>:uxx, r
h,,.z;;¢xxzaxxsxx ti�2a�zxit�e as x?wv tt xu,cxswzaxxixabz::;u3d:ZW:WO:K?ix?M:Vaeiv:xWaa'.tit*..:We' 4•exaxax.2x3,>33 •zt.,"?,AxxxxT4Wa3: xx..,xxx
Department
BUILDING
Comments:
Permits:
Review
Plan Review
Building Permit
Contractor: OWNER Firm: OWNER
Address: 0 Phone: (000) 000-0000
000000, 00 000000
Building Characteristics
Const Category: Remodel
Nbr Of Dwellings: Occupant Load: Building Height: Stories:
Bldg W x D: x Building Sq Ft: Sprinklers: 11-1
Req Parking: Handicap Parking: Critical Materials: ❑
This Application: Total Project:
Description Gr T.}:pe Notes Sq Ft Valuation Sq Ft Valuation
RESIDENCE R-3 VN REMODEL 0 $5,000.00 0 $5,000.00
Item Description
RESIDENTIAL VALUATION
STATE SURCHARGE
RESIDENTIAL SURCHARGE
Totals: 0 $5,000.00 0 $5,000.00
Units Unit Desc
1 Y OR BLANK
1 Y OR BLANK
1 Y OR BLANK
Fee Amount
$100.50
$4.50
$22.11
Permit Total Fees: $127.11
Project Number: 99004880 Inv: 1
Application
Date: 6/3/99 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: OWNER
Address: 0
000000, 00 000000
Item Description
DUCT SYSTEMS
VENTILATING FANS
MINIMUM FEE ADJUSTMENT
Contractor: OWNER
Address: 0
000000, 00 000000
Item Description
TOILETS/BIDETS
SINKS
TUBS
MINIMUM FEE ADJUSTMENT
Mechanical Permit
Firm: OWNER
Phone: (000) 000-0000
Units Unit Desc
1 NUMBER OF
1 NUMBER OF
1 Select
Permit Total Fees:
Plumbing Permit
Fee Amount
$10.00
$10.00
$15.00
$3 5.00
Firm: OWNER
Phone: (000) 000-0000
Units Unit Desc
1 NUMBER OF
1 NUMBER OF
1 NUMBER OF
1 Select
Permit Total Fees:
Fee Amount
$6.00
$6.00
$6.00
$17.00
$35.00
Payment Summary .........................:>:2:Y::to-:.f:•,E`,...\k:\..t\At.Yt t::C:JkMt,'C..\kLMo.�t\k2i:::::;.k`2.Y;ki;.Yk`;;`>::EY:.; vL�2w:•t:.>2.;22t.2t:::;:2 M`.J\2:Yiv, E,`.Y..'L�..h`.2:.t:`2.t:,4".,�2tA�tStt.�,h4�t::,�i\`tShhY:i:
Operator: RMB
Permit Type
Building Permit
Mechanical Permit
Plumbing Permit
Notes:
Printed By: RMB
Print Date:
Fee Amount Invoice Amount
$127.11 $127.11
$35.00 $35.00
$35.00 $35.00
$197.11
$197.11
Amount Paid
$0.00
$0.00
$0.00
6/3/99
Amount Owing
$127.11
$35.00
$35.00
$0.00
$197.11
x3.��3>`�aau;3a�4 aya�car.\'wa:��:a'C,x�••,�,,'ydazc?�,y�:>Ma�.a�xn:;a:,,�;:za
Year:
s)
y
Q
Qi
0
APPLICATION- INFORMATION
What is the JOB SITE address?
fr
ASSESSOR'S tax parcel number?
99 -on
Legal description as it appears on the property deed
OWNER or OCCUPANT Phone
Z S 9 03
City, state
Mailing address
-t
sPor.%14e
q Zip
l �2/
Who should we contact regarding this project? Phon
What work is being done under this permit?
$ r 1) 9 ( g c)rJ I5 -5`r(4 fi r '2q
Right of way width
one
Water district
Inspector district
Property size
a
a>
Building
Building height
# of stories
Contractor
00,LC'+ YSCtC-
WA State Contractor license #
Dimensions
TOTAL SQUARE FOOTAGE
Main floor area
�7 7Y
Unfinished basement area
Mailing address
2nd floor area
Finished basement area
Architect/Engineer
Garage area
Size of decks, etc.
What is the heat source?
What is the cost of your project?
G1W(UvIOt0 1I$pCCC0
Manufactured Home
Sign
Width:
Length:
What is the square footage of
the sign face?
How high is the sign?
Installer
Make:
Contractor
Wa State Contractor license #
Mailing address
Wa State Contractor license #
Mailing address
Relocation
Fire Safety
Previous address
Fire Sprinkler
Paint booth — Fire Alarm
Tent
Fireworks display _
VALUE
Contractor
Contractor
WA State Contractor license #
WA State Contractor license #
Mailing address
Mailing address
Fuel Storage Tanks Swimming Pool
(Circle one) Above -ground
Underground Size / gallons
Contents of tank(s)
Contractor
Size / gaiions
I
Private
i
Public/semi-private
Contractor
Wa State Contractor license #
WA State Contractor license #
Mailing address
Mailing address
COMPLETE ALL APPLICABLE INFORMATION
Spokane County does not discriminate on the basis of disability in the admission to, or treatment or employment in, its programs or activities.
E6> 12-50Z-- ��� St 5PorawG1 g6-7? (z)
•
Site Plan
INCLUDE THE FOLLOWING:
❑ All roadways, driveways & easments
❑ Distances from center of roads, right of ways,
private roads & property lines
O All existing & proposed buildings
❑ Underground utilities
❑ North arrow
O Septic tanks & wells
N.T.S.
NOTE: SEE PLAN FOR LOCATION AND APPUCABIUTY.
TRUSS MANUFACTURER TO BE INFORMED OF BRACES.
NOTE: QUAD 2 1/2" MIN.(VARIES WITH POST SIZE)
TRUSSES TO HA I
2xCLEATS TOP CHORD TRUSSES BY MFC.
WITH
(8) 20d
NAILS. /,,-TRUSS MFG'S TRUSS PANEL PLATE
TYP. 300 SPIKE INTO POST.
PREDRILL 1/4' DIA. PILOT HOLES
NOTCH POST AS NECESSARY TO
PROVIDE PLL TRUSS SEAT
-BOTTOM CHORD TRUSS BY MFG,
WOOD POST (SEE SCHEDULE)
TYPICAL TRUSS/COL
TPt CONNECTION END VIE
N.T.S.
NERAL_dNOTES AND SPECIFICATI
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 1994 EDITION
OF THE UNIFORM BUILDING CODE (UBC), STATE AND LOCAL SPECIALTY
BUILDING CODS, 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 CONFUCT. OCCUPANCY OF
THIS STRUCTURE IS UTILITY STRUCTURE, DIVISION ONE (U -Q.
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 70 MPH AND SEISMIC ZONE 28 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. SUB -STANDARD SOIL CONDITIONS WALL REQUIRE INSPECTION
2" x 6' TOP GIRT.
NOTE: RECESSED 1 Y
NCH FROM
OUIM "41
SIDE TO
s•
SEE
TYPICAL PRUN, SEE
FLOOR PIAN FOR SIZE
AND FOOTING ADJUSTMENT BY THE ENGINEER. DOME RAFIERS. SEE SI
SINCE THE ENGINNER DOS NOT USUALLY PERFORM SITE INSPRECTIONS. n" PLµ FOR SITE (ONLY
R SHALL BE THE RESPONSIBILITYOF THE BUILDER TO INFORM THE %1 S T A N D A R D P U F
ENGINEER Of ANY DETRITUS
S OR SUBSTANDARD SOIL CONDITIONS.
2500 PSI.4.
RECEIPTS FROM THE SHALL HAVE A MINIMUM
SCALE 2MASTER OF
THE
COMPRESSIGTH
VE
BE C O N N E C
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"X10' POST MAY BE CONSTRUCTED OF 8"X8' WITH FULL LENGTH 2'XB"
PLATE LAMINATED TO INSIDE FACE OF POST. NAIL LAMINATE WITH 3-I6D
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 197.
BY WEIGHT. HEMLOCK -FIR MAY BE USED FOR NON-STRUCTURAL FRAMING
SUCH AS BLOCKING OR DRYWALL BACKING.
7. NAIUNG SHALL CONFORM TO TABLE 23-1-0 AND OTHER APPLICABLE
SECTIONS OF CHAPTER 23 OF THE UBC, UNLESS OTHERWISE SPECIFIED
HEREIN.
8. ALL STEEL BOLTS SHALL BE ASTM GRADE 307 OR BETTER, GRADE II.
METAL PANELS SHALL BE DELTA RIB -STYLE GALVANIZED, MINIMUM 29
GAUGE, GRADE E OR BETTER. PANELS SHALL BE FASTENED WITH
GALVANIZED GASKETED METAL -TO -WOOD I" SCREWS IN PRE -DRILLED HOLES.
PANELS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
9. ANY BACKFILLED SOIL BENEATH SLABS SHALL BE COMPACTED TO 95X
RELATIVE DENSITY AS DETERMINED BY ASTM 1557, METHOD D.
10. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN
`a ENGINEER REGISTERED TO PRACTICE IN THE STATE IN WHICH THE
BUILDING IS TO BE CONSTRUCTED. TRUSS DIAGRAMS AND CALCULATIONS
v SHALL BE DELIVERED TO NORTH IDAHO ENGINEERING PRIOR TO
n CERTIFICATE OF OCCUPANCY,
11. TRUSS WEB BRACING IS NOT SHOWN ON THESE PLANS. WEB BRACING. IF
d 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
r
12. TEH DETAILS SHOWN ON THESE PIANS COVER A VARIETY OF OPTIONS
WHICH MAY OR MAY NOT APPLY TO THIS SPECIFIC BUILDING. IT SHALL BE THE
RESPONSIBILTY OF THE BUILDER TO KNOW AND UNDERSTAND WHICH DETAILS
APPLY AND HOW THEY ARE RELATED TO ONE ANOTHER.
a
i
4
i
1
4
I
NOTE THE CRITERIA USED FOR THIS TABLE
I
S
I
f
^ BAY WIDTH
24' MAX.
N.T.S.
NOTE: SEE PLAN FOR LOCATION AND APPUCABIUTY.
TRUSS MANUFACTURER TO BE INFORMED OF BRACES.
NOTE: QUAD 2 1/2" MIN.(VARIES WITH POST SIZE)
TRUSSES TO HA I
2xCLEATS TOP CHORD TRUSSES BY MFC.
WITH
(8) 20d
NAILS. /,,-TRUSS MFG'S TRUSS PANEL PLATE
TYP. 300 SPIKE INTO POST.
PREDRILL 1/4' DIA. PILOT HOLES
NOTCH POST AS NECESSARY TO
PROVIDE PLL TRUSS SEAT
-BOTTOM CHORD TRUSS BY MFG,
WOOD POST (SEE SCHEDULE)
TYPICAL TRUSS/COL
TPt CONNECTION END VIE
N.T.S.
NERAL_dNOTES AND SPECIFICATI
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 1994 EDITION
OF THE UNIFORM BUILDING CODE (UBC), STATE AND LOCAL SPECIALTY
BUILDING CODS, 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 CONFUCT. OCCUPANCY OF
THIS STRUCTURE IS UTILITY STRUCTURE, DIVISION ONE (U -Q.
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 70 MPH AND SEISMIC ZONE 28 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. SUB -STANDARD SOIL CONDITIONS WALL REQUIRE INSPECTION
2" x 6' TOP GIRT.
NOTE: RECESSED 1 Y
NCH FROM
OUIM "41
SIDE TO
s•
SEE
TYPICAL PRUN, SEE
FLOOR PIAN FOR SIZE
AND FOOTING ADJUSTMENT BY THE ENGINEER. DOME RAFIERS. SEE SI
SINCE THE ENGINNER DOS NOT USUALLY PERFORM SITE INSPRECTIONS. n" PLµ FOR SITE (ONLY
R SHALL BE THE RESPONSIBILITYOF THE BUILDER TO INFORM THE %1 S T A N D A R D P U F
ENGINEER Of ANY DETRITUS
S OR SUBSTANDARD SOIL CONDITIONS.
2500 PSI.4.
RECEIPTS FROM THE SHALL HAVE A MINIMUM
SCALE 2MASTER OF
THE
COMPRESSIGTH
VE
BE C O N N E C
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"X10' POST MAY BE CONSTRUCTED OF 8"X8' WITH FULL LENGTH 2'XB"
PLATE LAMINATED TO INSIDE FACE OF POST. NAIL LAMINATE WITH 3-I6D
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 197.
BY WEIGHT. HEMLOCK -FIR MAY BE USED FOR NON-STRUCTURAL FRAMING
SUCH AS BLOCKING OR DRYWALL BACKING.
7. NAIUNG SHALL CONFORM TO TABLE 23-1-0 AND OTHER APPLICABLE
SECTIONS OF CHAPTER 23 OF THE UBC, UNLESS OTHERWISE SPECIFIED
HEREIN.
8. ALL STEEL BOLTS SHALL BE ASTM GRADE 307 OR BETTER, GRADE II.
METAL PANELS SHALL BE DELTA RIB -STYLE GALVANIZED, MINIMUM 29
GAUGE, GRADE E OR BETTER. PANELS SHALL BE FASTENED WITH
GALVANIZED GASKETED METAL -TO -WOOD I" SCREWS IN PRE -DRILLED HOLES.
PANELS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
9. ANY BACKFILLED SOIL BENEATH SLABS SHALL BE COMPACTED TO 95X
RELATIVE DENSITY AS DETERMINED BY ASTM 1557, METHOD D.
10. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN
`a ENGINEER REGISTERED TO PRACTICE IN THE STATE IN WHICH THE
BUILDING IS TO BE CONSTRUCTED. TRUSS DIAGRAMS AND CALCULATIONS
v SHALL BE DELIVERED TO NORTH IDAHO ENGINEERING PRIOR TO
n CERTIFICATE OF OCCUPANCY,
11. TRUSS WEB BRACING IS NOT SHOWN ON THESE PLANS. WEB BRACING. IF
d 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
r
12. TEH DETAILS SHOWN ON THESE PIANS COVER A VARIETY OF OPTIONS
WHICH MAY OR MAY NOT APPLY TO THIS SPECIFIC BUILDING. IT SHALL BE THE
RESPONSIBILTY OF THE BUILDER TO KNOW AND UNDERSTAND WHICH DETAILS
APPLY AND HOW THEY ARE RELATED TO ONE ANOTHER.
a
i
4
i
1
4
I
NOTE THE CRITERIA USED FOR THIS TABLE
I
ARE IN ACCORDANCE WITH THE PROVISIONSPOST/FOOTING
OF THE 1994 UBC SECTION 1806.7.2.1.
I
f
^ BAY WIDTH
24' MAX.
MAY COLUMN FOOTING
SLAB & POST/.�
2x6 BLOCKING BETWEEN P RUNS
SPACING '0' DIA
SLAB CONNECTION
ARE USED THE 'HAIRPIN' TIES SHOWN IN
THE POST/SLAB CONNECTION DETAIL MUST
PURUN
NO
- 1'-9' 3 -
t}�
YES 1,
BE INSTALLED AND ALLOWED TO DEVELOP
-
2x6
14 -DAY STRENGTH PRIOR TO WALL
>- - 1
WALK DOOR HEADER
SHEETING, HAIRINS SHALL BE #4x48"
- - 4 -
NO I
FASCM
o - - 3 -
qTRUSS
ELEVATION
'- 4 -
NO
(INSULATION OPTIONAL)
'- . 2 - __3�-r
3-16D
TOP2
;LE
--4'--V
' _
NO ri
IF THE VALUES FOR CONSTRAINED FOOTINGS
16D TOE NAL PER PURUN
YES
��.
ARE
THE STRUCTURE DEPENDTHE SIONTNTEGRITY O
E TIES FOR
STRENGTH. IN OTHER WORDS, IF THE SLAB
2x6 GIRTS 0 24'
- 3-
NO
(1) 5/80 MACHINE BOLT
YES : 1
PLACEMENT IS NOT CERTAIN, THEN USE THE
4 -
NO
FOOTING SIZES FOR 'NO SLAB."
OR 30d NAILS
'
MINIMUM SIDE WALL POST FOOTING
4-
12 - - 3-0
NO
YS
(2) 5/8'0 CARRIAGE BOLTS OR
- - 4-
NO
MAXIMUM SIDE WALLL LEAN -TO
- - 3-
0 ENDWALL POST OR 30d NAILS
i
- 4'-6'
NO
10 BAY 20 3 -0
CARRIAGE BOLT
0
0 CORNER POST OR 30d NAILS
YES
IZ UAY I Z4
GABLED END WALLS: USE 4x6 P05L
FOOTING DIMENSIONS 8 0 24" AND D 0 36'
UNLEESS "H" IS LESS THAN 12 FEET, THEN B 0 180'
POST FOOTING d SCHEDULE
PFI
NOTE CLEAR SPANS TO 48 FEET MAXIMUM
N / \r\\ •`
CLFM7IONN SAND
OR GRAVEL
POST, GIRT, & WALL ASSEMBLY.
2x6 CLEAT
a
APPROXIMATE
$EE PIAN FOR
BPORT
LOCK, WIDTH
f?0 MATCSiZPOST
%'� / /
z I
B,Qg: THIS DETAIL MAY BE
FINISHED GRADE
APPUCAWUIY.
• a
USED ONLY W/ ENDWALL
o
.
1�
POST 0 BLDG. RIDGE.
o� /OTE:
THIS DETAIL DOES NOT APPLY
�4yLSS SPECIFICALLY CALLED OUT ON PLAN
N.T.S.
;i1
fl/ �
i
U I?
A or i/1
tL(
.rye
`.
NOTE: THIS DETAIL FOR TRUSS AND RAFTER
GABLE END FOOTINGS TO BE 24"0 BY,
36" DEEP. WALK DOOR FOOTINGS T,O/4
24"0 BY 24" DEEP.
NUFACTURED TRUSS TOP
ORDS DESIGN By TRUSS
NUFACTURER
2. BLOCKING
(CONTINUOUS OPTIONAL)
;OW/(3)
SINPSON LU HANGERS
METHOD PURUN CONNECTION"Ar
PURUNS)
UNG
IM CONNECTION
HOD v (TOP PURUN
NNG B )
NNECTION
CNG M(TOP PRUN
TRUT TO TOP CHORD
16-0 NAILS EACH SIDE.
A.1)y
T ` q NOTE DEPENDING ON
MAIN` CHORD SIZE
P FOR APPI1 `
i 5/8' DM MACHINE DOLTS
- 2'x6'x24" OF-LL1'� CONNECTION BLOCK
PROVIDE BLOC EACH SIDE OF POST.
OPTIONAL 16D 10113 FOR SETTING ONLY
NT.$.
SCHEDULE
NOTE THE CRITERIA USED FOR THIS TABLE
"
ARE IN ACCORDANCE WITH THE PROVISIONSPOST/FOOTING
OF THE 1994 UBC SECTION 1806.7.2.1.
MID POINT
WITH 4' CONC.
MAY COLUMN FOOTING
SLAB & POST/.�
IF THE VALUES FOR CONSTRAINED FOOTINGS
SPACING '0' DIA
SLAB CONNECTION
ARE USED THE 'HAIRPIN' TIES SHOWN IN
THE POST/SLAB CONNECTION DETAIL MUST
- -0 3-0
NO
- 1'-9' 3 -
t}�
YES 1,
BE INSTALLED AND ALLOWED TO DEVELOP
-
NO I
14 -DAY STRENGTH PRIOR TO WALL
>- - 1
WALK DOOR HEADER
SHEETING, HAIRINS SHALL BE #4x48"
- - 4 -
NO I
AROUND THE POST CENTERED IN SLAB.
o - - 3 -
YES
ELEVATION
'- 4 -
NO
(INSULATION OPTIONAL)
'- . 2 - __3�-r
YES
AND PLEASE NOTE IMPORTANTLY:
--4'--V
' _
NO ri
IF THE VALUES FOR CONSTRAINED FOOTINGS
1
YES
��.
ARE
THE STRUCTURE DEPENDTHE SIONTNTEGRITY O
E TIES FOR
STRENGTH. IN OTHER WORDS, IF THE SLAB
2x6 GIRTS 0 24'
- 3-
NO
_
V-6-
YES : 1
PLACEMENT IS NOT CERTAIN, THEN USE THE
4 -
NO
FOOTING SIZES FOR 'NO SLAB."
ag- " 2-
'
MINIMUM SIDE WALL POST FOOTING
4-
12 - - 3-0
NO
YS
SIZES FOR BUILDING WITH 20'
- - 4-
NO
MAXIMUM SIDE WALLL LEAN -TO
- - 3-
YESB
OIA D
- 4'-6'
NO
10 BAY 20 3 -0
2 -
YES
IZ UAY I Z4
GABLED END WALLS: USE 4x6 P05L
FOOTING DIMENSIONS 8 0 24" AND D 0 36'
UNLEESS "H" IS LESS THAN 12 FEET, THEN B 0 180'
POST FOOTING d SCHEDULE
PFI
NOTE CLEAR SPANS TO 48 FEET MAXIMUM
.� 24 -MAX. —*— 24"1:.
2.6 OR 2.6 PURIM (SEE SCHEDULE) /// 3 160 NAILS
PETAL OR CS SHEETING / PER LOOKOUT
OPTIONAL 6x6 COLUMN USSEEDS /
PLACE PUAS RUN TO SERVE
DIM CHORD TRUSS
TRUSS
BUILDING HDGHT�
DOUBLE 2x6 LOOKOUT, ONE
EACH SIDE OF POST
IF APPLICABLE
WAFER BOARD OR METAL SIDING
2.6 GIRT FRAME ASSEMBLY
NAILEDPOST
1 ST
{L
160 O i6" O.C. STAGGERED
WOOD SIDING COMMERCIAL GIRT OPTION
NOTE: THIS DETAIL DOES NOT APPLY
UNLESS SPECIFICALLY CALLED OUT ON PLAN
rD�OPTIONAL RAKED EA`
SOFFIT DETAIL
N.T.S.
DIMENSION •8" AND 'O' PER FOOTING SCHEDULE
NOTE ANY LOSE MAIERAL SLOUCHED
INTO HOLE SHALL BE REMOVED PRIOR
TO POUL
SITED POST
ZED PER SCHEDULE.
P,.
PO S
/
FDI . vv . Txvv vc T �1
N.T.S.
NOTE: DIMENSION 'B" MAY BE DIAMETER OR SQUARE.
DIMENSIONS PER PLAN
PITCH PER PROJECT SPECIRC SCHEDULE
12
m - mos
OPTIONAL loggag/ov'r, gm,
SEE NAN6
ER PUrUNIDSUBLE-\
0 /
i „� f/'/0
)T To
D.C.
CONTINUOS ROOF UNE v1.
-J RALF TRUSS DESIGN BY OTHERS OR L----
--1 CARIE END RAFTER. SUPI'm PURLINS OPTIONAL SHED
O END RAFTER W/ 2".6' OR 2"x6' STD. L
OPTIONAL SHED -_-� UOIST HANOERS DEPENDING ON PRUN SIZE E --
1 276' GRITS AT 24'
g =J I6'-0"MAXIWM L----
1"— 2'.10' JAMB PLATE r - - --
Poa.y scNEDULE
z'=e• eoTrou GIRT. SEE Foonxc
..T i .." DETAIL i t
CONCRETE FOOTING. SEE SCHEDULE.
OPTIONAL SINGLE OVERHEAD DOOR
CONTINUE GABLE END WALL POST TO TOP CHORD
OF TRUSS AND NAL WITH 4 16D NAILS OR OPTION BELOW
OPTIMA_ CUT POST AT TOP OF BOTTOM CHORD
OF TRUSS AND PROVIDE
2'x6' DIAGONAL BRACE FROM CHORD OF CABLE END TRUSS TO
TOP CHORD OF INTERIOR TRUSS. LOCATE BRACES O MIDDLE POST.
SEE FLODR p1µ FASTEN EACH END A35 TO THE TOP OF BRACE TO TOP OF TRUSS
BAY Fr
CHORD PER TRUSS MFORS RECOMMENDATION.
TRUSS DESIGNED
BY O1HE&J-",
se
I
2'x6' HEADER.
{ L3_________ _.
RIDGE
MID POINT
,.______________________.. _____•__ GIR75 __,
2 x6x .
CA'
(PLATE TO 8E PT.
O 24 O.C,
x
2'z8' HEADER
4. OVERHANG '-(\
TOP OUTSIDE CORNER OF \
HBGHTHEADERPER PLAN # = :____ __ .
HEIGHT PER PLAN
6x6
W - -�`
CONTINUE 4x4 POST
N
OPTIONAL (...........'T*
TO NEXT GIRT ABOVE.
x
1'-6' MAXIMU W
WALK DOOR HEADER
24" O.C.
TYP. OVERHEAD DOOR
(SLAB OPTIMAL
�iHISHED FLOOR
FINISHED GRADE
' ----'
TREATED 2•x8' -___..___._}
OPTIONAL
1'-6' MAXIMD
ELEVATION
BOTTOM GIRT -._______ _.
TYP. SLIDING DOOR
(INSULATION OPTIONAL)
4x4 PT POST 3'-0' OR 4'-0" x 6'-8'
WALK DOOR
N.T.S.
NOTE DOUBLE DIAGONAL BRACES MUST BE USED WHEN OVERHEAD DOOR
IN CABLE END PREVENTS CENTER POST FROM EXTENDING TO RIDGE.
ROOF SHEETING (METAL BUILDING
OR WOODEN PER PLAN) CENTERUNE
BUILDING DIMENSION UNE
RIDGE
MID POINT
(OUT TO OUT IS BUILDING
CA'
(PLATE TO 8E PT.
SPAN DIMENSION)
POST
4. OVERHANG '-(\
TOP OUTSIDE CORNER OF \
_,
TOP SIDING SHEET
16D CAfd.VANIZED
0 16 O.C.
APPROXIMATE
sj
SOTTO GIRT
MID POINT
GIRTS
2x8 PT BOTTOM GIRT
(PLATE TO 8E PT.
BOTTOM GIRT
POST
FINISHED FLOOR
DIMENSION
6x6
REINFORCING OR RESAR
SHOWN
ON
N
PLAN
x
$ PER PLAN-
z
24" O.C.
METAL OR WOOD
SIDING (PER PLAN)
(SLAB OPTIMAL
�iHISHED FLOOR
FINISHED GRADE
2x8 COMMERCW. GIRT
ASSEMBLY
ELEVATION WITHOUT SLAB
ELEVATION
INSULATION CAVITY
• CONSTRUCTION ADHESIVE
(INSULATION OPTIONAL)
'
(WEATHER PROOF)
NID POINT
1/2' GYP. 8D.
(GYP. BD. OPTIONAL)
'y,, CROSSED 16d GALVANIZED
8'-6'
NAL VERTICAL 2x6 TO
POST W 160 O 16 O.C.
•
INAILS 0 12' D.C. LEAEXPOSED
2x6 GIRTS 0 24'
16D CAfd.VANIZED
0 16 O.C.
APPROXIMATE
sj
SOTTO GIRT
MID POINT
6�6
2x8 PT BOTTOM GIRT
(PLATE TO 8E PT.
BOTTOM GIRT
06
FINISHED FLOOR
40# SNOW LOAD
6x6
REINFORCING OR RESAR
ITH
ELEVATION WITH SLAB
N
2x6
GIRTS 24" O.C.
$ PER PLAN-
SLOPEA�
24" O.C.
(SLAB OPTIMAL
�iHISHED FLOOR
FINISHED GRADE
t 'b' . '•
ELEVATION WITHOUT SLAB
ELEVATION
;TA I
• CONSTRUCTION ADHESIVE
WA ON
'
(WEATHER PROOF)
NID POINT
'y,, CROSSED 16d GALVANIZED
8'-6'
3'-6'
•
INAILS 0 12' D.C. LEAEXPOSED
BOTTOM GIRT
FOR PENETRAATIO
INTO CONCRETE.
e 2x6 PT FORM/SCREED BOARD
TAKEN OURNC POUR TO -
•• .
BETWEEN POST. SUPPORT WITH
'-
r
I •' TEMPORARY OUTRIGGERS PRIOR
ENSURE WWF PULLED UP
TO POUR.
FOOTING PER PLAN
;• p•
p• „ NOTE SUPPORT GIRTS AT
C
�._____...........
MID SPAN UNTIL ALL METAL
AWAY
ON 3
SHEETS ARE SECURED,
N.T.S.
NOTE: DOES NOT APPLY UNLESS COMMERCIAL GIRTS
SPECIFIED ON PLANS.
-1 4.1-^
PURUNS O 24' O.C.
----
SEE PUN FOR SIZE —
MANUFACTURED
a PT GABLE END POST
SEE PLAN FOR LOCATION
ROOF SHEETING (METAL OR WOODEN PER PLAN)
DIMENSION UNE TO OUT IS
\ /,-APPROX. 4. OVERHANG STANDARD
SIDING -
GIRTS
j
sj
PT COLUMN
24x36x12 41— ROOF PITCH
6�6
2x8 PT BOTTOM GIRT
)P110NA1 6x6 /10x10 WWF
i-1/2" ROOF INSULATION
06
POST ON WALK DOOR
40# SNOW LOAD
6x6
REINFORCING OR RESAR
POST ON OVERHEAD DOOR
WALL THICKNESS: 29 GAUGE
2x6
GIRTS 24" O.C.
ROOF THICKNESS: 29 GAUGE
J SLAB
24" O.C.
6x6 TRUSS POSTS WITH
Fl NISH FLOOR
3'x6'-8" WALK DOOR
NO KNEE BRACES
APPROXIMATE
PERKPIgN
(1;)
i
WA ON
24'
NID POINT
12'
8'-6'
3'-6'
BOTTOM GIRT
NOTE: CARE SHALL BE
TAKEN OURNC POUR TO -
'-
' 12"
ENSURE WWF PULLED UP
�% /%�
Tot SLOPE TO DRAIN
INTO CONCRETE. �,
! OPTIONAL 4" SLAB
C
SL
AWAY
ON 3
d
ijR
p
N / \r\\ •`
CLFM7IONN SAND
OR GRAVEL
/
a
APPROXIMATE
$EE PIAN FOR
z I
a.
FINISHED GRADE
APPUCAWUIY.
• a
o
.
1�
A
FO AM
p
DIMENSION—CLARIFICATION
DCI
12
sj
24x36x12 41— ROOF PITCH
6�6
GABLE END POSTS
i-1/2" ROOF INSULATION
06
POST ON WALK DOOR
40# SNOW LOAD
6x6
POST ON OVERHEAD DOOR
WALL THICKNESS: 29 GAUGE
2x6
GIRTS 24" O.C.
ROOF THICKNESS: 29 GAUGE
2x8PURLINS
24" O.C.
6x6 TRUSS POSTS WITH
(1)
3'x6'-8" WALK DOOR
NO KNEE BRACES
( )
4'x3' WINDOW
(1;)
i
16'x8' OVERHEAD DOOR
24'
12'
8'-6'
3'-6'
/'"�` 12
24'
FLOOR PLANS
SCALE: 1/8"=l' -O'
PRE -MANUFACTURER'S RECOMMENDED WEB
BRACING LOCATION FOR ALL TRUSSES
APR 2 2 1999
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