22-101183-Building Plans-03-16-2022-V1CONSTRUCTION NOTES
POLE BUILDING PLANS
BUILDING OWNER:
BUILDING LOCATION:
COUNTY:
BUILDING DIMENSIONS:
ROOF PITCH:
BUILDING ARENCONST. TYPE:
ROOF FRAMING SYSTEM:
ROOF ASSEMBLY:
WALL ASSEMBLY:
BUILDING USE:
CONTRACTOR/BUILDER:
ADDRESS:
SHEET DRAWING LIST
1 1.0
COVER I PLAN VIEW
2 2.0
ELEVATION VIEWS
3 3.0
SECTIONS
4 4,0
DETAILS
TABLE 1
FEDERAL WAY PUBLIC SCHOOLS
30611 16TH AVE. S
FEDERAL WAY, WA 98003
KING
24' X 48' X 18714'
2IN 12
1,152 SF I TYPE V-B
PRE-ENGINEERED TRUSSES BY OTHERS
METAL
NIA
COVER
TOWN & COUNTRY
16521 HWY, 99 SUITE C
LYNNWOOD, WA. 98037
POST
SIZE
HOLE DIMENSIONS
BACKFILL
NOTES
DIAMETER
DEPTH
6X8
24" 0
5-0"
CONCRETE
ORIENT AS SHOWN
6X10
24`0
5-0"
CONCRETE
ORIENT AS SHOWN
BUILDING DESIGN CRITERIA
GROUND SNOW LOAD = 25 PSF
ROOF DEAD LOAD = 3 PSF
WIND SPEED =110 MPH (3 SEC. GUST)
WIND EXPOSURE = B
SEISMIC DESIGN PARAMETERS:
Ss =1.33; S, = 0.47
SEISMIC DESIGN CATEGORY = D
RISK CATEGORY = II
SOIL BEARING CAPACITY =1,500 PSF
BUILDING CODES & REFERENCES
-2018 IBC
-ASCE 7-16
-NDS 2018
A
B
3.0 TYP
DOUBLE 2X12 #2 DF RAFTER
INSTALL PER DWG 3.0
TYP EA END OF BLDG
A
2.
ALL DRAWINGS SHALL BE REVIEWED AND APPROVED BY OWNER AND/OR CONTRACTOR PRIOR TO BEGINNING OF SITE WORK OR
BUILDING CONSTRUCTION. ALL DIMENSIONS AND SPECIFICATIONS SHALL BE VERIFIED AND ANY DISCREPANCIES, ERRORS
AND/OR OMISSIONS SHALL BE REPORTED TO SOUTH VALLEY ENGINEERING PRIOR TO MATERIAL PURCHASE AND BEGINNING OF
CONSTRUCTION. SOUTH VALLEY ENGINEERING SHALL NOT BE HELD LIABLE FOR ANY COSTS OR DAMAGES INCURRED DUE TO
DISCREPANCIES, ERRORS AND/OR OMISSIONS DISCOVERED AFTER CONSTRUCTION HAS BEGUN.
THE BUILDING OWNER AND OR CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY WORK DONE THAT IS NOT SHOWN ON OR
DOES NOT COMPLY WITH THESE PLANS. REQUESTS FOR ANY CHANGES SHALL BE MADE TO THE ENGINEER IN WRITING, AND
SHALL BE RECEIVED FROM THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION.
3. STRUCTURAL CONCRETE FOR SLABS AND FOUNDATIONS SHALL BE A MINIMUM OF 2,500 PSI COMPRESSIVE STRENGTH AT 28
DAYS WITH NO SPECIAL INSPECTION REQUIRED. FOOTINGS AND FOUNDATIONS SHALL BE CAST AGAINST UNDISTURBED NATIVE
SOIL UNLESS OTHERWISE NOTED ON THE PLANS.
4. ALL DIMENSIONAL LUMBER SHALL BE #2 DF OR BETTER UNLESS OTHERWISE NOTED ON THE PLANS. HIGHER GRADE LUMBER OF
SAME SPECIES MAY BE SUBSTITUTED FOR SPECIFIED GRADE.
5. ALL WOOD IN CONTACT WITH CONCRETE ABOVE GROUND SHALL BE PRESSURE TREATED FOR ABOVE GROUND CONTACT. ALL
WOOD EMBEDDED IN GROUND SHALL BE PRESSURE TREATED FOR BURIAL.
6. ROOF & WALL WOOD SHEATHING (IF USED) -UNLESS OTHERWISE NOTED ON THE PLANS:
ALL ROOF AND WALL WOOD SHEATHING SHALL BE AN APPROVED APA RATED SHEATHING, EXPOSURE I, GRADE C-D, EXTERIOR
GLUE, 7/16" THICK (MINIMUM). EXTERIOR GRADE SHEATHING SHALL BE RATED FOR EXTERIOR USE. WOOD ROOF SHEATHING
SHALL BE NAILED WITH 8d NAILS AT 6" O.C. EDGES AND 12" O.C. FIELD. 2X BLOCKING IS NOT REQUIRED FOR ROOF SHEATHING.
WALL SHEATHING SHALL BE NAILED WITH 8d NAILS AT 6" O.C. EDGES AND 12" O.C. FIELD OR AS SPECIFIED ON THE PLANS. 2X
BLOCKING SHALL BE INSTALLED AT ALL PANEL EDGES ON ALL WALLS.
7. ALL FASTENERS EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED OR CORROSION RESISTANT. ALL FASTENERS IN
PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED OR STAINLESS STEEL.
8. IF PLANS SPECIFY GRAVEL BACKFILL IN POSTHOLE, BACKFILL WITH X" MINUS CLEAN CRUSHED GRAVEL TO SPECIFIED
EMBEDMENT DEPTH. BACKFILL IN 6" LIFTS AND SATURATE AND COMPACT EACH LIFT.
9. UNLESS OTHERWISE NOTED, THE 6" THICK PAD AT THE BOTTOM OF THE POST HOLES IS NOT REQUIRED FOR DOOR POSTS NOT
SUPPORTING VERTICAL LOADS, AND MAY BE OMITTED FOR STRUCTURAL POSTS BEARING ON SOLID ROCK.
10. INSTALL ALL TRUSS BRACING PER TRUSS ENGINEERING. INSTALL TEMPORARY TRUSS BRACING DURING CONSTRUCTION PER
BCSI-1310 GUIDELINES FOR POST FRAME TRUSS INSTALLATION, RESTRAINT & BRACING DURING CONSTRUCTION.
THE PLANS FOR THIS BUILDING ARE THE PROPERTY OF SOUTH VALLEY ENGINEERING, LLC AND SHALL BE SURRENDERED UPON REQUEST, THIS BUILDING HAS BEEN ENGINEERED TO CONFORM TO THE DIMENSIONS AND BUILDING DESIGN
CRITERIA SPECIFIED, AND SHALL BE BUILT ONLY AT THE LOCATION DESIGNATED ON THESE PLANS. ANY CHANGES OR MODIFICATIONS TO THESE PLANS, INCLUDING BUT NOT LIMITED TO BUILDING DIMENSIONS, DESIGN CRITERIA, OR
BUILDING LOCATION WITHOUT EXPRESS WRITTEN PERMISSION OR DOCUMENTATION BY THE ENGINEER WHOSE SEAL IS AFFIXED TO THESE PLANS SHALL RENDER THESE PLANS NULL AND VOID, AND THE ENGINEER WHOSE SEAL IS
AFFIXED TO THESE PLANS SHALL NOT BE HELD LIABLE FOR THE STRUCTURAL INTEGRITY OR CODE COMPLIANCE OF ANY BUILDING CONSTRUCTED REFERENCING THESE PLANS UNDER THESE CONDITIONS.
12'-0" 12'-0" 12'-0" 12'-0" -
OPEN - OPEN - OPEN - OPEN
PRE-ENGINEERED
DOUBLE MONO -TRUSS
BY OTHERS
TYP
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Job No: 12202068
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Drawing Title:
COVER/ PLAN VIEW
Drawing No.
100
('_CNCDAI nIOTGe
1. ALL POSTS TO BE #2 HF PRESSURE TREATED FOR BURIAL AND ORIENTED AS SHOWN UNLESS OTHERWISE NOTED
2. EMBED POSTS AND BACKFILL PER DWG 3.0
Sheet No.
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Drawing Title:
ELEVATION VIEWS
* ROOF PITCH PER
ELEVATIONS
ROOF SHEATHING PER ELEVATIONS
INSTALL PER DWG 4.0
PURLIN SIZE AND SPACING PER PLAN
INSTALL PURLIN AND PURLIN BLOCK
PER DWG 4.0
TRUSS, TOP GIRT AND
OUTRIGGER ATTACHMENT
PER DWG 4.0 * 12
(
HEIGHT PER
ELEVATIONS
HOLE
DEPTH PER
PLAN VIEW
DIAMETER PER
PLAN VIEW
BEARING BLOCK PER DWG 4.0
TYP EA SIDE OF POST
I If MLL F VQ I I IVLLJ
SECTION A
SCALE:112"=1'-0"
PRE-ENGINEERED TRUSSES
BY OTHERS PER ROOF PLAN
GRADE
GENERAL NOTES
1. ALL NAILS INTO PRESSURE TREATED LUMBER SHALL BE HOT -DIPPED GALVANIZED
TRUSS AND TOP GIRT ATTACHMENT
DCD f1CTAII 1 0
INSTALL 2X BLOCKING
PER DWG 4.0
PURLIN PER PLAN
INSTALL PER DWG 4.0
RAFTERS PER PLAN
ATTACH TO POST WI (6) NAILS
�L 2X6X24" LONG BEARING BLOCK
TIGHT UNDER RAFTER &
CORNER POST ATTACH BLOCK TO POST
WI (18) NAILS
SECTION B.
SCALE:112"=1'-0"
END RAFTER ATTACHMENT
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Date: 11 MARCH 2O22
Scale: AS SHOWN
Job No: 12202068
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Chkd By: SA
Drawing Title:
SECTIONS
Drawing No.
10
Sheet No.
30F4
2X FASCIA
BEARING
PURLIN PER PL
GENERAL NOTES
2X6 OUTRIGGER TO MATCH PURLIN SIZE
ATTACH TO POST WI (4) NAILS
ATTACH TO PURLIN BLOCK WI (2) NAILS
TYP EA SIDE OF POST
OUTRIGGER BACKSPAN SHALL BE NO LESS
THAN OVERHANG LENGTH
T BETWEEN
'LOCK
PROVIDE
JSS HEEL
DETAIL 7.1
ROOF SHEATHING
DETAIL 1
SCALE: NTS
TRUSS CONNECTION DETAILS
METAL BUILDING INSULATION (MBI)
(OPTIONAL -SEE NOTE 3)
TYP IN ROOF
PAINTED OR GALVANIZED 29 GA (MIN)
RIBBED METAL SHEATHING OVER MBI
(IF INSTALLED)
ATTACH METAL SHEATHING
PER DETAIL 7.2
DETAIL 7
SCALE: NTS
SHEATHING DETAILS
INSTALL ADDITIONAL
PURLIN BLOCK AT PURLIN FOR
OUTRIGGER ATTACHMENT
ENSURE FULL CONTACT BETWEEN
TRUSS AND BEARING BLOCK
BEARING BLOCK MUST PROVIDE
FULL BEARING FOR TRUSS HEEL
INSTALL #9 X 1" SCREWS WI
NEOPRENE WASHERS @ 9" O.C. FIELD
PLACE SCREWS NEXT TO EA
LARGE RIB AS SHOWN
ROOF FRAMING
DETAIL 7.2
METAL SHEATHING ATTACHMENT
STANDARD SCREW SCHEDULE
ATTACH TOP AND BOTTOM
CHORD OF TRUSS TO POST
WI (8) NAILS
ATTACH EA HIGH EAVE WALL
TRUSS HEEL TO POST
WI NAILS @ 12" O.C.
STAGGERED
BEARING BLOCK
0 PER DETAIL 3
o
0
2X BLOCKING BETWEEN PURLINS PURLIN PER PLAN
ATTACH TO TOP OF RAKE
ATTACH TO TOP OF RAKE BEAM WI (2) BEAM WI (2) NAILS
NAILS & (1) SIMPSON LPT4 FRAMING PLATE ATTACH TO EA BLOCK WI (1) NAIL
RAKE BEAM PER PLAN VIEW
DETAIL 2
SCALE: NTS
PURLIN/BLOCKING ATTACHMENT TO RAKE BEAM
BLOCK 2X BEARING BLOCK TO MATCH POST
WIDTH FREE OF SPLITS AND SHAKES
BEFORE AND AFTER INSTALLATION
(2) 314"0 BOLTS WI NUT &
FLAT WASHERS EA SIDE
114' MIN
3"
1-112" MIN I
TYP 112" MIN
NOTE: ALL DIMENSIONS ARE MINIMUM
DIMENSIONS AND MAY BE INCREASED
BUT NOT DECREASED
DETAIL 3
SCALE:NTS
BEARING BLOCK
TRUSS TOP CHORD
P.T. POST PER PLAN
HLLL
DEPTH PER
PLAN VIEW
DEPTH
GRADE
•'' :M `"'. - CONCRETE BACKFILL PER PLAN
INSTALL PER CONSTRUCTION NOTES
INSTALL (10) HOT -DIPPED GALVANIZED
NAILS 2" INTO (2) POST FACES FOR POST
'!•` ` y ATTACHMENT TO CONCRETE BACKFILL
.
6" THICK CONCRETE PAD
INSTALL PER CONSTRUCTION NOTES
LDIAMETER�
PER PLAN
VIEW
CONCRETE BACKFILL
1»r:1i111
SCALE; NTS
POST EMBEDMENT DETAILS
ROOF CONSTRUCTION
PER DETAIL 7 ATTACH EA PURLIN TO
PURLIN BLOCK WI (3) NAILS
INSTALL (2) NAILS IN EA
END OF PURLIN OVERLAP
TRUSS TOP
ATTACH INSIDE PURLIN TO CHORD OR RAFTER
EDGE OF BLOCK WI (4) NAILS
2X6 FLAT BLOCK
ATTACH TO EA TRUSS WI (3) NAILS
DETAIL 6.1
PURLINS STACKED AND BUTTED
DETAIL 6
SCALE: NTS
PURLIN DETAILS
ROOF CONSTRUCTION
PER DETAIL 7
PURLIN PER PLAN
ATTACH 2X OR 4X PURLIN BLOCK
TO EA TRUSS TOP CHORD OR
RAFTER WI (3) NAILS
DETAIL 6.2
PURLINS STACKED AND BUTTED
(AT OVERHANG ONLY)
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Job No: 12202068
Drawn By: RCC
Chkd By: SA
Drawing Title:
DETAILS
Drawing No.
1. ALL NAILS INTO PRESSURE TREATED LUMBER SHALL BE HOT -DIPPED GALVANIZED
4mO
Sheet No.
40F4