Plans (92) CONSTRUCTION NOTES ,),,i 1 1 T 2 0 1 J
POLEBUILDING PLANS 1. ALL DRAWINGS SHALL BE REVIEWED AND APPROVED BY OWNER ANDOR CONTRACTOR PRIOR TO BEGINNING OF SITE WORK OR BUILDING CONSTRUCTION.ALL ,.„,1
DIMENSIONS AID SPECIFICATIONS SHALL BE VERIFIED AND ANY DISCREPANCIES.ERRORS AND/OR OMISSIONS SHALL BE REPORTED TO SOUTH VALLEY ENGINEERING ",I
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 ANDIOR OMISSIONS DISCOVERED AFTER CONSTRUCTION HAS BEGUN.
. BUILDING OWNER: MARGIE JOHNSON This permit does not authorize the violation of any 2. 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.
BUILDING LOCATION: 7015 SW OAK ST. rights of holders of private easements. The ap- REQUESTS FOR ANY CHANGES SHALL BE MADE TO THE ENGINEER IN WRITING.AND SHA__BE RECEIVED FROM THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION.
plicant is urged to contact any such parties and 3. STRUCTURAL CONCRETE FOR SLABS AND.FOUNDATIONS SHALL BE A MINIMUM OF 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH NO SPECIAL INSPECTION
. TIGARD, OR. 97223 secure thier approval before commencing work. REQUIRED. FOOTINGS AND FOUNDATIONS SHALL BE CAST AGAINST UNDISTURBED NATIVE SOIL UNLESS OTHERWISE NOTED ON THE PLANS.
COUNTY: WASHINGTON 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
BUILDING DIMENSIONS: 16'X 32'X 13' 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
ROOF PITCH: 3 IN 12 PRESSURE TREATED FOR BURIAL.
BUILDING AREA/CONST. TYPE: 512 SF I TYPE V-B 6. ROOF&WALL WOOD SHEATHING(IF USEDLUNLESS 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 716"THICK(MINIMUM). EXTERIOR
ROOF FRAMING SYSTEM: PRE-ENGINEERED TRUSSES BY OTHERS GRADE SHEATHING SHALL BE RATED FOR EXTERIOR USE. WOOD ROOF SHEATHING SHALL BE NAILED WITH 8d NAILS AT 6'O.C.EDGES AND 1Z O.C.FIELD. 2X BLOCKING IS
ROOF ASSEMBLY: METAL 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.
WALL ASSEMBLY: METAL 7. ALL FASTENERS EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED OR CORROSION RESISTANT. ALL FASTENERS IN PRESSURE TREATED WOOD SHALL BE HOT-DIPPED
BUILDING USE: PRIVATE SHOP GALVANIZED OR STAINLESS STEEL
8. IF PLANS SPECIFY GRANULAR BACKFILL IN POSTHOLE,BACKFILL WITH%"MINUS CLEAN CRUSHED GRAVEL TO SPECIFIED EMBEDMENT DEPTH. BACKFILL IN 6"LIFTS AND
SATURATE AND COMPACT EACH LIFT.
CONTRACTOR/BUILDER: PARKER BUILDINGS 9. INSTALL ALL TRUSS BRACING PER TRUSS ENGINEERING. INSTALL TEMPORARY TRUSS BRACING DURING CONSTRUCTION PER SCSI-B10 GUIDELINES FOR POST FRAME
ADDRESS: P.O. BOX 407 TRUSS INSTALLATION.RESTRAINT&BRACING DURING CONSTRUCTION.
10. IF SOLID ROCK IS ENCOUNTERED AND THE POSTHOLE DEPTH CANNOT BE DRILLED TO THE DEPTH AS SPECIFIED,THE FOLLOWING CRITERIA MAY BE USED:
H U BBARD, OR, 97032 A. ALL POSTHOLES MUST BE A MINIMUM OF 18'0 AND 30"DEEP AND
B.THE SOLID ROCK PORTION OF THE POSTHOLE DEPTH MUST BEA MINIMUM OF 18"DEEP AND
C. ALL POSTHOLES MUST BE BACKFILLED WITH CONCRETE BACKFILL FULL DEPTH
BUILDING DESIGN CRITERIA SHT DRAWING LIST D. THE 6"CONCRETE FOOTING AT THE BOTTOM OF THE HOLE MAY BE OMITTED FOR POSTS BEARING ON SOLID ROCK
Approved plans OFFICE COPY
GROUND SNOW LOAD =25 PSF 1 C1.0 COVER SHEET pp
ROOF DEAD LOAD =3 PSF 2 P1.0 PLAN VIEW shad be on job sits. •
WIND SPEED = 120 MPH (3 SEC. GUST) 3 E1.0 ELEVATION VIEWS CITY OF TIGARD
WIND EXPOSURE =B 4 S1.0SECTIONS & DETAILS REVIEWED FOR ODE COMPLIANCE
SEISMIC DESIGN PARAMETERS: 5 D1,0 POSTHOLE, PURLIN & GIRT DETAILS Approved: 1oTC: 1 �
Ss=0.98; S =0.42 6 D2.0 SHEATHING DETAILS LIABILITY
The City of Tigard and its Permit# v. _S la-O n — 0402- ---.
SEISMIC
SEISMIC DESIGN CATEGORY= D employees shall not be Address: 70\S 5W Cr..-1.- S
RISK CATEGORY= I responsible for discrepancies Suite#:
SOIL BEARING CAPACITY= 1,500 PSF which may appear herein. By: OF Date: te (Z l
BUILDING CODES & REFERENCES
-2014 OSSC _ COVER SHEET
. n ' ". DRAWING NO.: C1,0 OWNER:MARGIE JOHNSON
-ASCE 7-10 ‘:\LIDITY OF PERMIT �>" ilk REV.: 0 SHEET: 1 L°c^TI°N.7015 SW OAK ST.
-NDS 2012 THE ISSUANCE OF A PERMIT /, Itj.V4 I
BASED ON CONSTRUCTION 4 '8 3 r PROJECT NO,: 11905067 TIGARD,OR.97223
DOCUMENTS AND OTHER F/ /1_9 DATE: 30 MAY 2019 SCALE: N/A DRAWN BY:JS
DATA SHALL NOT PREVENT OREGON
THE BULDING�DESIGNCRIS FOR THIS 3ERIASPEq ED.ANDFERTY OF HALLBE3LOLTTH dHVALLEYT THELIOCARION DESIGNATED ON HESE FLANSING,LLC AND SHALL BE RAO CHANGES OR FIODIFICATIONuPON REQUEST.THIS SGOTHESEHAS PLAN$NI^tCRUDWGBUT NOTL1aYTEDT^uED TO CONFORM TO THE hBUIDaJGIENSIONS AND THE CODE OFFICIAL FROM tr.��, 'G�y 2o'-' c- South Valley Engineering
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 REQUIRING THE CORRECTION iO.'4 R914t5" 4742 Liberty Rd.S#151 • Salem,OR.97302
AND VOID,AND THE ENGINEER'WHOSE SEAL IS AF XED TO THESE PLANS SHALL NOT BE HELD LIABLE FOR THE STRUCTURAL INTEGRITY OR CODE COMPLIANCE OF ANY BUILDING CONSTRUCTED REFERENCING THESE OF ERRORS.ORSC 105.4 Ph.(503)302-7020•Fax(888)535-6341
FLANS UNDER THESE CONDITIONS. www.southvalleyengineering.com
RENEWS: 6/30/19
32-0" SINGLE TRUSS
' F-------12'-0" 10'-0" 10'-0" INSTALL PER DWG S1.0
TYP EA GABLE END
® ®1 QA 3'X RAD o
1'4 REF O —
PRE•ENGINEERED B'-0"
DOUBLE TRUSS
BY OTHERS
o rip
L '
Cr)CNI
12'-9" ? z RIDGE 1 m-J 11•11•111 �j 16'-0"
REF ,‹ ,, I CC -i
T, w n n
n
4
1
B
® E _r ! S1.0 TYP
1'•77'REF
I ® ® ® o
•
PLAN VIEW
AV% / DRAWING NO.: P1.0 OWNER:MARGIE JOHNSON
GENERAL NOTES e/7„,,,,4,„ REV.: 0 SHEET: 2LOCATION:7015 SW OAK ST.
/ '' �� PROJECT NO.: 11905067 TIGARD,OR.97223
'. ALL POSTS TO BE*HF PRESSURE TREATED FOR BURIAL AND ORIENTED AS SHOWN UNLESS OTHERWISE NOTED r
TABLE 1 0/ /1a DATE: 30 MAY 2019 SCALE: 1I4"=1'-0" DRAWN BY:JS
2. UNLESS OTHERWISE DI""TENSIONED,ALL WINDOWS AND WALK DOORS MAY BE LOCATED BY THE OWNERCONTRACTOR HOLE DIMENSIONS OREGON J
IN THE WALLS AND ER DWG 01.0
SHOWN
3. EMBED POSTS AND BPOST SIZE DIAMETER DEFTH BACKFILL NOTES T..,‘ 'iG ppm Q� South Valley Engineering
PFp �� 9� 2 F�
4. CONTRACTOR TO VERIFY OVERHEAD DOOR DIMENSIONS AND CLEARANCES PRIOR TO BUI'_DING CONSTRUCTION AND DA 6X6 24'0 c-O' CONCRETE • /left/ R. HE�y 4742 liberty Rd.S#151 • Salem,OR.97302
B 4X6 1B"0 1.6" CONCRETE INSTALL PER CONSTRUCTION NOTES Ph.(503)302-7020•Fax(888)535-6341
OVERHEAD DOOR INSTALLATION - www.southvalleyenglneering.com
RENEWS: 6/30/19
METAL WALL SHEATHING
DWG 02.0
„....--METAL WALL SHEATHING
' PER DWG 02.0 131 IIIIIIIIIIIIII
32-0' -I
FRONT EAVE RIGHT GABLE
7 METAL ROOF SHEATHING
PER DWG 02.0
/--METAL WALL SHEATHING
PER DWG 02.0
— 1.1.1.1.1111.11.1.11i1111111111 lillilli1111
12X12 OHD I
,—METAL WALL SHEATHING
/ PER DWG 02.0 13-0”
, 1
0
31 X 6iWD
16'-0"
REAR EAVE LEFT GABLE
ELEVATION VIEWS
, PRope.sa DRAWING NO.: E1.0 OWNER:MARGIE JOHNSON
v... REV.: 0 SHEET: 3
,c 7 •A
LOCATION:7015 SW OAK ST.
0 VA
pi PROJECT NO,: 11905067 TIGARD,OR.97223
0/ /1:5 DATE: 30 MAY 2019 SCALE: 3/16N=1-0" 'DRAWN BY: JS
OREGON
4% South Valley Engineering
9, 4742 liberty Rd.S#151 • Salem,OR.97302
R. 1- Ph.(503)302-7020•Fax(888)535-6341
..... RENEWS: 6/30/19
www.southvalleyenglneering.com
*ROOF PITCH PER
ELEVATIONS
ROOF SHEATHING PER ELEVATIONS
INSTALL PER DWG D2,0
PURLIN SIZE AND SPACING PER PLAN
INSTALL PURLIN AND PURLIN BLOCK PER DWG D1.0 ATTACH EA TOP GIRT TO
PURLIN PER PLAN POST W!(4)16d NAILS
- TRUSS AND TOP
GIRT ATTACHMENT " d
PER DETA�1.1 �;' I
-----_ -___ *�" �) ATTACH EA TRUSS TO
�- INSTALL 2X6X18'LONG BEARING ATTACH PURLIN TO TRUSS TOP CHORD POST WI(6)16d OR 20d NAILS--�
BLOCKS TIGHT UNDER EA TRUSS HEEL SIMPSON LU26 HANGER
ATTACH EA BLOCK TO POST
i TRUSS TOP CHORDGEARING BLOCK PER DETAIL 1,2 (__.„ ,r \__PRE-ENGINEEREDVJr,12)16d NAILS ENSURE FULL CONTACT BETWEEN
----- SCISSOR TRUSSES BY1.11
TYP EA CORNER POST MSTAll TIGHT BETVPEER IITRUSS AND BEARING BLOCK
TRUSS BOTTOM CHORD HEEL AND TOP OF GIRTIRING BLOCK PER DETAIL 1.1OTHERS PER PLAN VIEW 11
ATTACH TO POST WI 16d NAILS PER DETAIL 1.2BEARING BLOCK MUST PROVIDE FULL
EA SIDE OF POST 11 L ATTACH TO POST PER DETAIL 1.1 BEARING FOR TRUSS HEEL
COMMERCIAL GIRTS PER DWG D1.07 `
CORNER POST COMMERCIAL GIRTS PER DWG 01.0
2X6#2 DF GIRTS @ 24'O.C.
INSTALL COMMERCIAL STYLE PER DWG D1,0
HEIGHT PER SECTION B DETAIL 1.1
ELEVATION GABLE TRUSS CONNECTION W/COMMERCIAL GIRTS TRUSS ATTACHMENT WITH COMMERCIAL GIRTS
VIEWS P.T.POST PER PLAN VIEW
WALL SHEATHING PER ELEVATION VIEWS TYP Q.
INSTALL PER DWG D2.0 TOP&BTM--1BLOCK
TYP ALL WALLS OF BLOCK 2X6 BEARWG BLOCK FREE OF
SPLITS AND SHAKES BEFORE AND
AFTER INSTALLATION
2'MIN
2X6(MIN)P.T.BOTTOM GIRT
INSTALL WI(3)16d NAILS EA END I
2”MIN TYP
1"MIN TYP
LK LENGTH
r y -
GRADE AREQUIRED
FOR NAIL QTY \— ATTACH BLOCK TO POST W/16d OR
1 —I I--I I-- 1 20d HOT-DIPPED GALVANIZED NAILS
HOLEDEPTH PER I POSTHOLEIll
PLAN VIEW I ( TYPALLPOSTHOLES
J DETAIL 1.2
____
SCALE:NTS
DIAMETER
BEARING BLOCK NAIL SPACING
PER —
PLAN VIEW
- SECTIONS & DETAILS
• ,,to, . /' DRAWING NO.: S1,0 OWNER:MARGIE JOHNSON
SECTION A /%'gam : REV.: 0 SHEET: 4 LOCATION:7015 SW OAK ST.
A , • %E , di PROJECT NO,: 11905067 TIGARD.OR.97223
6/ SIJ° DATE: 30 MAY 2019 SCALE: 3/8"=1'-0" DRAWN BY: JS
4% ✓`OREGON�'V Q) South Valley Engineering
F,oy4Y 9 <t0 4742 Liberty Rd.S#151 • Salem,OR.97302
R. Ph.(503)302-7020•Fax(888)535-6341
RENEWS: 6/30119 www.southvalleyenglneering.com
P.T.POST
PER PLAN
GRADE
I r‘,� CONCRETE BACKFILL PER PLAN
INSTALL PER CONSTRUCTION NOTES
' HOLE EMBEDMEN '
DEPTH PER DEPTHINSTALL(10)20d HOT-DIPPED GALVANIZED
PLAN VIEW '
NAILS 2'INTO(2)POST FACES FOR POST
j ATTACHMENT TO CONCRETE BACKFILL
6"THICK CONCRETE PAD
Dir _
,;n F. " INSTALL PER CONSTRUCTION NOTES
PER
PLAN VIEW
DETAIL 1.2
POST EMBEDMENT DETAIL
CONCRETE BACKFILL
aTTACH EA PURLIN TO TRUSS TOP
CHORD OR RAFTER WI POST
SIMPSON LU HANGER OR EQUAL
SEE NOTE 2 •
r ROOF CONSTRUCTION , ' INSTALL 2X BLOCKING '
I PER DWG D2.0 ` TIGHT BETWEEN GIRTS
1-*
ATTACH EA BLOCK TO
POST Wl(6)16d NAILS POST PER DWG 51.0
_, I I
44'►—�,,
i......
PURLIN PER PLAN
TRUSS TOP ATTACH EA GIRT TO POST
CHORD OR RAFTER INSTALL 2X CONTINUOUS BLOCKING •
•
BETWEEN TRUSS TOP CHORDS AT EA PURLIN ATTACH EA GIRT TO ORFULL-LENGTH BEARING
ATTACH BLOCKING TO EA TOP CHORD W/16d BLOCKING WI(3)16d NAILS BLOCK WI SIMPS S LU24
NAILS @12`O.C. JOIST HANGER AS SHOWN
WALL CONSTRUCTION
' I PER DWG D2.0 1 •
t FF
WALL CONSTRUCTION PER DWG D2.0—
SECTION 1-1
SECTION 1-1 FROM DETAIL 1.7
DETAIL 1.5 DETAIL 1.7 DETAIL 1.8
PURLINS INSTALLED WITH JOIST HANGERS I COMMERCIAL GIRT INSTAL ATION ALTERNATE COMMERCIAL GIRT INSTALLATION
- POSTHOLE, PURLIN & GIRT DETAILS
. • ori / DRAWING NO.: D1.0 OWNER MARGIE JOHNSON
_IX ��, �1,�' REV.: 0 SHEET: 5 LOCATION:7015 SW OAK ST.
^'iia PROJECT NO.: 11905067 TIGARD.OR.97223
0/ X19 DATE: 30 MAY 2019 SCALE: NTS DRAWN BY:JS
GENERAL NOTES T � ,OREGON� a
1. ALL NAILS INTO PRESSURE:REATED LUMBER SHALL BE � G�r 9 Zpo Q South Valley Engineering
HOT-DIPPED GALVANIZED '°y o
y�C 4742 Liberty Rd.S#151 • Salem,OR.97302
2. IF PURLIN DEPTH EXCEEDS TRUSS TOP CHORD DEPTH,USE FN R. NES Ph.(503)302-7020•Fax(888)535-6341
SIMPSON JB TOP FLANGE HANGER OR EQUAL www.southvalleyenglneering.com
RENEWS: 6/30/19
I'1GIRT PER DWG S1.0 INSTALL#10 X 1"SCREWS WI
METAL BUILDING INSULATION(MBI) I I NEOPRENE WASHERS @ 9"O.C.FIELD
(OPTIONAL-SEE NOTE 1) ,!- PANTED OR GALVANIZED 29 GA(MIN) PLACE SCREWS NEXT TO EA
/�, TYP IN ROOF
/ ,�'" RIBBED METAL SHEATHING LARGE RIB AS SHOWN
n
/" PAINTED OR GALVANIZED 29 GA MIN ' 1
/ RIBBED METAL SHEATHING OVER MBI
iI /
G I"� T,L�_Elo,
/ ATTACH METAL SHEATHING PER DETAIL 2.3
/ - i — _ } ( . _ • s ROOF OR WALL FRAMING
v—••—".' —' -' -.ATTACH METAL SHEATHING PER DETAIL 2.3 �,•-•—•
DETAIL 2.3
DETAIL 2.1 DETAIL 2.2 SCALE X2
METAL SHEATHING ATTACHMENT
ROOF SHEATHING WALL SHEATHING STANDARD SCREW SCHEDULE
• SHEATHING DETAILS
r P DRAWING NO.: D2.0 OWNER:MARGIE JOHNSON
otic' G REV.: 0 SHEET: 6 Loc^TIO":7015 SW OAK ST.
yi
97:3 v PROJECT NO.: 11905067 TIGARD.OR.97223
6/ /19 DATE: 30 MAY 2019 SCALE: NTS DRAWN BY: JS
OREGON
GENERAL NOTES s,\ ��y 9 200`�049 South Valley Engineering
y yF 4742 Liberty Rd.S#151 • Salem,OR.97302
1. METAL BUILDING INSULATION IS NOT REQUIRED BUT IS RECOMMENDED FN R ��� Ph.(503)302-7020•Fax(888)535-6341
TO REDUCE OR PREVENT CONDENSATIONRENEWS: 6130/19 www.southvalleyenglneer1ng.com
I