Plans Dona l of LA I IAI
CITY OF TIGARD
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Approved r Planning "' •
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OFFICE COPY ' ' ' •'• '
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Welcome to Tigard Maps + I want to Ot lI ` TOW 46.08fl
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Tigard Mans Irteractwe Map allows you to OOO
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search to-Tigarc-area rlformation and create • • ... i •. •• • •
'custom maps. The mapping,ntertace is flexible •
and t.vcrks on desktop,tablet and phone
devices. LIABILITY VALIDITY OF PERMIT
The City of Tigard and its THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
employees shall not be DOCUMENTS AND OTHER
responsible for discrepancies DATA SHALL NOT PREVENT
Which may appear herein. THE CODE OFFICIAL FROM t�
REQUIRING THE CORRECTION \ NI
a, Sean:-=or .._or—ator OF ERRORS.ORSC 105.4
Total 35.13 It
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--- r1-.etarn, a-.,E2'� '?I" Approved plans
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CITY OF TIGARD '
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DON LALLY C1 OF TIGARD � o W W
BUILDING DIVISION i9 i• I>J a
8870 5W °MARA 5T. E _` o o
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TIGARD, OR 97223 o 8
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DESIGN NOTES DESIGN CRITERIA SCOPE OF WORK s R
to CB
1. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WIRi PREVAILING COPE: O55C 2019(IBC 2018) NO MECHANICAL/ELECTRICAL/PLUMBING/ E �3IF1
USE GROUP: U(CARPORTS.BARNS) ARCHITECTURAL WORK 15 INTENDED OR 15 PART OF m$b
IBC 2018,CODES 16,OSHA,AI5C 360,AI51 I00, CONSTRUCTION TYPE: II-B TIHE.SCOPE OF THE DRAWINGS PRESENTED. �$ L�
AWS D .3 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. RISK CATEGORY: 1
2.. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON BUILDING FOOTAGE: 525 SQ.FT ®.Oli O -' z r
DRAWING INDEX egg; o o m
FOUNDATION DETAILS SHEET. I: READ LOAD(0) D=2.0 PSF I COVERISHEET li ng ru Z
3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAYBE 2.ROOF UVE LOAD M) Lr=25 PSF 2 ELEVATIONS AA'S g tXu Q O
SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING ORIGINAL.
3.SNOW LOAD(5) 3A FOUNDATION PLAN
4. ALL SIIOP LNG IS CONNECTIONS SHALL BE WELDED CONNECTIONS.NO GROUND SNOW LOAD Pg= 10 PSF
FIELD WELDING IS REQUIRED. IMPORTANCE FACTOR Is=0,80 36 FOUNDATION DETAILS tro,3 s1 ,� A r
5. ALL FIELD CONNECTIONS 5HALL BE#12(I/4"X I')(E5R 2196)OR THERMAL FACTOR Lt= 1.2
EXPOSURE FACTOR Ce== 1.O 4 FLOOR PLAN}DETAILS <o ` b
APPROVED EQUAL. ROOF SLOPE FACTOR Ce= 1.0 NC F r 'aN P`g
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FLAT ROOF SNOW LOAD Pf=7 PS? 5 FRAME SECTION}DETAILS ,. a ^.r I6. STEEL SHEATHING SHALL BE 29GA.CORRUGATED GALV.OR SLOPED ROOF SNOW LOAD Ps=7 PSF a` :9
PAINTED PAINTEp STEEL-MAIN RIB HT 374'(FY-80K50 OR EQ. MINIMUM SNOW LOAD Pm=8 PSF 6 SIDE WALL FRAMING}DETAILS OilI_ e N 0i a
7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS SHALL BE CV
q WIND LOAD 14V)
GRADE 50 GALV.STEEL. DESIGN WIND SPEED Vult= 120 MPH g
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8. STRUCTURAL'TUBE T52 I/2 X2 I/2'- 14GA.IS EQUIVALENT TO EXPOSURE, C
T52 1/45(2 I/4' 1 2GA AND EITHER ONE MAY BE USED IN LIEU sent
OF THE OTHER. 5.SEISMIC LOAD(E)
5E85O I O.706/0.39
9.. 1 2GA IS DEFINED AS 0.109"THICKNESS. 1 4GA 15 DEFINED AS DESIGN CATEGORY D �lyt'4�G P^- -SO
0.083"THICKNESS.2GGA 15 DEFINED AS D.019°THICKNESS. SITE CLASS D(DEFAULT) /0
29GA 15 DEFINED A5 0.015"THICKNESS. IMPORTANCE FACTOR Ie= 1.00 _ 9 310 r
SPECIAL INSPECTIONS
LOAD COMBINATIONS: �'
10.GYPSUM BOARD OR DRYWALL FINISH OR ANTED FO E BASE I
MATERIAL 15 NOT CONSIDERED OR.ACCOUNTED FOR ON THE I. D+(Lr OR 5) NO SPECIAL INSPECTIONS ARE REQUIRED FOR THIS DREG�.�0
2.D+(0.CW OR i0.7E) STRUCTURE,A5 IT MEETS THE EXCEPTIONS OF SECTION y
DESIGN CRITERIA OF THIS STRUCTURE,U.N.O. 3,D+0.75(0.6W OR±O.7E)+0.75(Lr OR 5) 1704 PER OSSC 2019(IBC 2018).UNLESS EXPLICITLY +4• b 204'
4.0.60+(0.6 W OR±0.7E) REQUIRED BY THE BUILDING OFFICIAL. AADY AO
I EXPIRES:.12/31/2021
DATE SIGNED: JUN 29 2020
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DRAWING NO.: MBD0F2BC9C6 PROJECT NO.: 232-20-1346
270 Old Highway 99 DRAWN BY: ME CHECKED BY:
Maxwell,CA 95955
1477.604-2777 DATE:. G/29/2020 SHEET NO.; 2 OF 6
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BASE RAIL 2 I/4'SQ.X 12GA TUBE • • • • • • • • • A•4••• —
COLUMN POST 2 1/4"5Q.X I 2GA TUBE • • • • • • r 44"• •
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S'ANCHOR' I/2"0X 3O'THRD.ROD EMBED..IN EARTH
BASE RAIL In" COWMN POST OR• • • • • • •• q1 9
(FULLY SUPPORTED ON END WALL POST
COMPACTED SUB-BASE • • • • • • • p J z
ANCHORAGE NOTES: MATERIAL) • • • • • • • • —.' 1-• 0 CI
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I. HELICAL 501E ANCHORS SHALL BE LOCATED AT ALL 4 CORNERS,ON EACH SIDE III. 0 0
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DRILL 5/8'HOLE THROUGH
OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR COLUMN POSTS Q a U 6
AND END WALLS POSTS. BASE RAIL AND SECURE P.
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2. HELICAL ANCHORS ARE TO BE USED ONLY IF THE DRIVING TORQUE INTO THE - ANCHOR EYE WITH I/2"04.9
GROUND IS 150 Ff-L35 OR GREATER.MANUFACTURER IS NOT RESPONSIBLE " p THROUGH BOLT AND 2' Q
FOR SOIL QUALITY AT SITE. WASHERS E.S. 0
3. HEUCAL ANCHORS CAN ONLY BE USED FOR CLASS 2 0 3 SOILS(SEE SOIL N NO
CLASSIFICATIONS PREVIOUS PAGE). O
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4. ALL POST5 WITH NO ANCHORS ADJACENT SHALL BE ANCHORED TO THE GROUND ,� M N
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WITH A I/2'0X 30'LG.ROD.RODS WILL HAVE A
WELDED NUT AT THE TOP AND ONE COAT OF RUST PROOF PRIMER. IIII/2.0.X 30°ANCHOR ROD , 4.-
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N +' .'0° /� /n s \c DRAWING NO.: MBDOF2BC9CG PROJECT NO.: 232-20-1346
1. 270 Old Highway 99
Maxwell,CA 95955 DRAWN 9Y: ME CHECKED BY:
1-a77-604.2777 DATE: 6/29/2020 SHEET NO.: 4 or G
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SEC SCHEDULE > - •_ 12 • • ••• • • • • . • I jA •C� -
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AND SPACING
BASE DETAIL.® PEAK BRACE DETAIL° SHEATHING FASTENER PATTERN EXPIRES:12/31/2021
srur;y4";1' ��� 3 SCALE:WIC: I' DATE SIGNED: JUN202020
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BASE RAIL 2 1/4'5Q.X 12GA TUBE EXPIRES:12/31/2021
CONNECTOR SLEEVE 2':SQ.X.12GA TUBE DATE SIGNED: JUN 29 2020