Report GAS ZZz Oc oo3
15567 4 c Aqe___
IWILLSCOT 48' x 12' SALES OFFICE
TM
RECEIVED
JUL. 27 2022
I' CITY OF TIGARD In addition to your office
"BTInp1► 3ivIsIQN solution, we can provide
6 E i♦ , , , additional products and
I 7°' Ali ,
„�� Ali uu services that complete your
ll tin I
space- creating a more
— productive, comfortable, and
safe work environment.
")<AA0 v.,›i„,-,v, _ANe \i\l'iti oa\re 0-- .kciEkutv___, .
CUSTOMIZATION
24'-73/8"
.��.
Otis ini��� :n _ I .,,..
I� .:. .,
A Steps& Ramps
°° ® _ Furniture &Appliances
—— Technology
� Site Services
Loss Protection
Dimensions Exterior Finish Interior Finish Electric
48'Long(including hitch) Aluminum or wood siding Vinyl covered gypsum walls Fluorescent ceiling lignts
44'Box size I-Beam Frame Commercial carpeting Single phase elect'is and
12' ^J'de Standard drip rail gutters throughout breaker panel
8'Ce'tog height Gypsum or T-grid suspended
ceiling
Heating/Cooling Windows/Doors Other
Central HVAC and duct Large glass windows Large display/reception area
heating French door Private office(s)
Handicapped accessible
rest room
Ccffee bar
*Photos ore representational,actual products vary
Additionalfoar plans and specifications may vary from $00.782.1500 I WILLSCOT.CCIM
those shown and are subject to in-stock availabillry
OFFICE COPY
e a
MODULE ' Bd012"O.C.(TYP.2 LINES) 11 1 1 � 1
METAL STRAP OR
CABLE MATH TURN-BUCKLE Ix6 CEDAR TRIM OR METAL'Z'DRIP �1�p 6
TO APPROVED ANCHOR P MODULE SUPPORT BEAM , § I @4
I
MODULE SUPPORT BEAM =T.i 2x4 0 2'-0'O.C..TOE-NAILED T8B
2"x4"x6" SHIMS 1
STRAP W/CATOR CLAMP OR SKIRTING MATERIAL
CAP WITH NO MORE THAN EQUIVALENT ANCHORAGE Z
.
(2) 2X8"X16" PT PLATESOR (1)-4xeX76" CMU B"x "x16" CMU I I m zLP
24 PT. PLATE(1)-4X16"X16" CONC. OR 16x16" ABS ORREBAR ANCHOR 0 4RO.C.
i 2x12 - 24" LONG PT. W000MAX.DRNEN R'INTO THE GROUND 4
ANCHOR PER PLAN&NOTES g
0
1.
Al CMU PIER 91 SOIL ANCHOR—ENDWALL Cl SKIRTING DETAIL—NONBEARING €
N.T.S N.T.S. TUTS. 6
G .1G qqgM
CONNECT TOP PLATE , E yaY
2 TO MODULE W/16d U V. - B Ar
@12"O.C.. l7 zo
fig
°° - f1g ,
METAL STRAP PER SOILGALV.STEEL STRAP PER MODULE 3 EX 1I 0 i S'
ANCHOR MANUFACTURER ANCHOR MANUFACTURE,a R L.T 10 MIL WATER-PROOF Z m €$ €h�
WM TURN BUCKLE TO RRRRllRRRnal
APPROVED ANCHOR r II,� SHEET O/2x4 TNT,WD,
— _ FRAMING W/1/2"CDX a
`% TRT.SHEETING&GALV. qqB
MODULE SUPPORT BEAM ON
MODULE SUPPORT BFAM 411;-._ _ COVER EXPNECTOROSEDS. SHEETFLASH 2 S '
PREFMETAL PIER lEO I � . L—
GALV.STEEL STRAP PER
I ANCHOR MANUFACTURER #3x1S"REBAR @ 32"
\ 16-"16-MIN.FOG.PAL). I I \[ I I n-, O.C.SECURING 2x4 re �J Q
CONC.ABS.OR 2.12-24' PL4TE TO SOIL Z
'Y LONG PT.MOOD m
/ U D
\
Sso O q_1L. \ i� w ai C 2 SKIRTING DETAIL—STRUCTURAL/PITSET�� �Y% i ANCHOR PER PLAN A NOTES F R` / o o 0yi z a•
m IY
A2 PAD & PIER 32 SOIL ANCHOR—SIDEWALL 00.oPROA,a4. ♦ LL zW a a
N.T.S. N.T.S. i Dtj n
A�
OREGON REM ON DATE 1/25/2020
OCI.'Fa?23.V21'0'9 2of2
94, W. BR D1
IRE11EN5:DECDHR 31.20211 SHEET:
MOM NEM
STRUCTURAL NOTES:
/ 1.-e.
1. DESIGN INFORMATION&LOADING: ( ) L£XCIH OF UNIT �_
1.1. BUILDINGO CODE IBC (S OW),Is,OSSC-2019
1.2. ROOF UVE LOAD 30 PIP(SNOW).Is=1.0,C(=1.15 — N, N
1.3. FLOOR LIVE LOAD 50 PSF OR 2,000M CONC.(OFFICE) al
1.4. WIND CRITERION 120 MPH,EXP C,Kzt=1.0 lu I:I —!®- F•••
I x
1.5. SEISMIC CRITERION 5DS=1.200,1e=1.0,SITE CLASS I,CATEGORY D Z
1.6. ASSUMED SOIL BEARING 1,500PSF Ce N
1.7. WALL PLATE HEIGHT 9'-0" I/ Q k
1.8. ROOF SLOPE 2:12 OR FLATTER I - _ .b
2. CONCRETE: F� _
2.1. DESIGN COMP.STRENGTH 2,500 PSI N� I VI 1- cd mx E
2.2. REINF.YIELD 60 KSI L- I•I - fit— I [r _
3. MASONRY: ——� a
3.1. 8x16•e UNITS ASTM C.90,GRADE N0 �¢ s
3.2. SET UNITS W/CORES VERTICAL&NO MORE THAN 3 HIGH,PER PLAN, / PADS A PERS,NO.REMARED PER TABLE A V ¢
WITHOUT SOLID GROUTING CORES.SOLID GROUTED CORES OVER OVER 5 -SEE DETAIL Al&A2/Dt SPA®EQUALLY -
HIGH REQUIRES SPECIFIC ENGINEERING. / ANCHOR HOLD-DOmS,SEE DETAIL RI A B]/DI. olcg
4. WOOD- SPACED EQUALLY BLOWEN CORNERS
4.1. ALL WOOD TO BE HEM-FIR STUD GRADE OR BETTER.
4.2. WOOD FRAMING AND SHEATHING WITHIN 6-INCHES OF GRADE TO BE !p
PRETREATED FOR EXPOSURE TO MEET IBC 2015 2303.01.9.4.3. CONNECTORS IN TREATED MATERIALS SHALL BEHOT-DIPPEDGALVANIZED •12' WIDE MODULAR FOUNDATION PLAN Sp
OR STAINLESS STEEL PER IBC 2015,2304.10.5. SCALE: 1/B" = Y-0• Lu �'$ m�
4.4. SET MODULAR BUILDING SUCH THAT THE FLOOR JOISTS ARE A MINIMUM OF ;� ¢y
18-INCHES ABOVE FINISHED SUBGRADE BELOW BUILDING. TABLE A l�7 j Aeg
tle
5. www.SPECIALTY ITEMS:("MINUTEMAN PRODUCTS,EQUIVALENT.) 800)438-7277 MODULE RAIL PIER/PAD SPACING a.
www.mTAL TO octt.coro,OREQUIVALENT.) 1 t 110
5.1. METAL PIERS TORE CAPABLE OF SUPPORTING 6,0008 INSTALL PIER/PADS UNDER CHASSIS, SPACED EQUALLY BETWEEN CORNER PIERS �+ -
5.2. HOLD-DOWNS SET IN SOIL AND LOOSE GRAVEL SHALL BE SOIL ANCHOR INSTALL HOLD-DOWNS, SPACED EQUALLY BETWEEN CORNER HOLD-DOWNS ? M g5'g PI
AUGAR-TYPE SET VERTICAL W/STABILIZER PLATE OR HEAD;OR DRIVEN 2 3 bOg1
ANCHOR W/STABILIZER PLATE OR HEAD,W/A MIN.DESIGN WORKING �•NGTH OF UNIT # PADS & PIERS II HOLD-DOWN ANCHORS w - i 3 Bb
LOAD OF 3,150B AND AN ULTIMATE LOAD OF 4,7254.NUMBER OF ANCHORS EACH SUPPORT RAIL EA.SIDE EALEND tttiii
AS INDICATED ON TABLE A.CORNER TIE-DOWNS TO BE WITHIN 3'-0"OF THE 3Y-O• 8 3 2 I B
BUILDING CORNER.TIE-DOWNS OTHER THAN AT THE CORNERS SHALL BE Wp
SPACED EQUALLY.EACH INDIVIDUAL EQUALLY SPACED TIE-DOWN SHALL BE 40'-0" 10 4 2 2 S
WITHIN 4'-0"OF THE EQUAL SPACING. 42'_05 10 4 2
5.3. TIE-DOWNS TO STABLE CONCRETE SHALL BE EITHER A MMA-18-THDLS FOR 44-0• i l 4 2
PRE-POURED CONCRETE OR A MMA-42-210-PDH POUR INTO THE Z
CONCRETE.NUMBER OF ANCHORS PER 48-0• 11 4 2 Q TKO Z i
5.4. TIE-DOWNS SET IN AN ASPHALT ROADWAY OR PARKING AREA SHALL BE 56'-O• 13 5 3 W Z H- w
"ROCK-TYPE'ANCHORS 60'_0• 14 5 3
5.5. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE F 0 C1Q a
BUILDING.CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS z
FULLY BLOCKED AND LEVELED. m 0 W =
5.6. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S
RECOMMENDATIONS.SEE INSTALLATION INSTRUCTION MANUAL. A I. U-�, ry
xgv WOT $
4. VENTING: w
4.1. PROVIDE UNDER FLOOR VENTILATIONSF OF VENTILATION
CODE A SF LOCALFFLw &LLLL >-p yo
REQUIREMENTS SUITABLEVAO NET SF E VS INSALLE PER 1505E OMAYS R R AREA. QUO I-z Sa
4.2. IFASUITABLE VAPOR RETARDER IS INSTALLED THE RATIO MAY BE Z -LLJ CC '
INCREASED TO K500,IF ACCEPTABLE TO THE LOCAL BUILDING OFFICIAL. z J UJ2 0
6. ACCESS: REB PROFf 4 it CO LU o
6.1. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE CODE. (/'�
A U CO 0 yN
6.2. PROVIDE I2"MIN.CLEARANCE FROM SOIL TO UNDERSIDE OF ALL BUILDING •/ �iT, ) d N Q
SUPPORT MEMBERS. FF . _ o
7. SITE CONONONS: �' EN 0- e J
7.1. FOUNDATION SUBGRADE TO BE UNDISTURBED NATIVE SOILS OR e''
STRUCTURAL FILL,COMPACTED TO 95%OF THE STANDARD PROCTOR OREGON
DENSITY PER ASTM D-698. S 0"> REe9Cx DATE 1/25/2020
7.2. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN. 6 e',4,J.p3.N9`GV� 1 of 2
GRADE OF 5%FOR THE FIRST 10-FEET AND 2%THEREAFTER TO A SUITABLE
DISCHARGE. N W. 9R F 12
I WOWDECEMBER IL 2021I s[E1
r1LRFY YELL