8500 SW SPRUCE STREET A
fr,
T46
1.,
a 1
111' 0 67EEL PIPE
1*1*0R41L W/ GMCOTHGENE�AL NOitiES• d�0Np 41sLDs
�
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(RAILMG TO COMMY
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I. All Work aha II be In complianc:a with State of Oregon Structural Spacia Ity Code, 1958 Edition ('19431 U.B.C.) / b LT T -
and applicable Glty of Tigard regulations. / �'P�'Lj�L Co
a. This project Involves the addition of an axle4ting modular building to the bite of the existing church faclllty 0
,%pecifled herein. The modular bull&ln!@ is to be supplied and placed (Inciuciifig the foundatlor, ...;n the site by,
Modular Building Systelrres, Inc..--in the location specified on the Site Development Plrn, Sheet A-1. The 1
v
modular building shall bear a current Oregon tag of compliance end, Modular Building Systeme, Inc., shill 61 MIN. CLR . 15ETUEEN
rurnleh all additional drawings, clocumeem ation car wS31neaering required by the Bullding Code agency GEE DETAIL 1/l FOR GONG. J SIDING lW FLA6WING :,t -ANPHO to DE 2 8EE tiECtION
dj PROVIDE RAMPBROOM I!l' MAX VWLOW
WALL CI�PlI�TNUCtIr7N�
UNDER FINISH AT RAMP 2/J Ft?!WALL
administrator. \ R'�R LIQ CON6MICTION
4' C47Nc. 6LAD O/ER
3. South exterior wall of modular bullding to be brought up to an approved oe+e hou- rested bystem, per Building 6M, PLA614ING UNDER COMPACTED C"IULAR OMT TO CONS- 4' CONC. 6LAIS OVER fig• 4 6TEEL PIKE
-i Wall Section I� Sheet A-2. 61DING OVER PIT FILL. RAMP TO NAVE A PER i ANUIF. COMPACTED GiilATxJLAR
Code Summary, Sheat A and PLYW7. 6HTNG. MAXIMUM ELOPE OF NAND`•AIL r`
TILL. RAMM' TO laAv! ,n J�� � � N
1 / 12 MAXIMUM ELOPE OF
4. All �aoor landings shall be no lower than 1/2' From doorway threshold (aiuminum), arsd small mea allSI AII, i / +2 _ •(�y �
requirements of Section 1003.1.1. y -04 bt le' O.G. vt
eq : VERT.
5. Ramps shall not exceed e) 1/12 pitch and sldew3W4 shall not o,,cead a 1/20 pitch whar'e serving tlxe handl, ed gad. oo° o Op oo 24-
-a
4d.
` CCS
0080
0" o W .s-ee
1 +6. sum wallboard shall conform tc ASTM C-abs Fire-r.,Jted GWB to ASTM C-3&m type x. Install water- .- F
resistant (•stt1B In bathroom and areae sub,jact to moisture exposure. �4 st ID' OAC. �- oq$' W _
e 1/2' P.t PLYIL0. -- HORIX.
6HTNG. OVER �/6' 1 � ""
'1. Suspended ceilings aIi• Flxtureae ah,AIll be surported and Iaterally braced as op eclflad In Section 2504 end Table GYP 6HIN0 G; o �,- �• GONG + + ,
o bA o AlWALL + ' dJAL + EGUAL i n
25-A. �b CU I
t � 1'_o' � !G>KJAL 1 EQUAL Ec�t.>~•. 1 EGnJAi. T EGa<J�41_ E
�� ..i-. --•_I�----- .. ..
b. Plumbing and eelectrleal deb! ne shall comply with the Internacona'. Moc>hanlcal Code and Uniform ectrlcal 1-1
�
0 80 HANDRAIL
Code, current editions, and t� requlremants of the Clty of Tloard. Deslgnc shall be by bidder, and bidder ehaii 070' 0 080 8� EX11rN610N am'-m' MAI
e , a enc adminlstrator. o 0 0 , N — TOP LAIiaiNr3
furnish all drawings or documentation required by the Bull �ing t..ode d y o
r 4 It IA OG. �; (CpNTRA('tOR t0 VERIFY ACTUAL DIMIN810N ON 61TEI W
• ' VERT.
9. Guardra!I spacing end all stair ralls shall comcly with Section 509. z
e+� a
10 d
. Penetrations in the building envelope shall be sealed end Ali windows and doors shall be {:.sulked, gaeke:ted or e' (2) 04 CONT. 3 R4MP - L �NAL
Weather-etrlpped. TOP / DOT. `�
4' 4' 11& 2 1/40 1'-0" � 'n
11. The contractor is res onsible for ,•erIfIcation end correlation of all Items and work. no attilry for comrletion of 2RAW �'TM 14' °'
P •
the project as Indicated by the contract documents. Should Any quest'on arise re! .r'd�ng the cc;rltrac>t documents I z
or site conditions, the contractor shall request Interpretation and clarlflc.atlon from 0-a architect befores beginning ,� 3/4" • 1'-0" U
LIrm project. The absence of such request shall signify that the contraetcr has totally reviewed end familiarized a
p , eq ►�-� o
himself with all aspects of the project arOi has cc�rip!ete comprehension tKireor. The. contractor shall be
reopon3lble for conformance to all safety regulations during cont`tructlon.
12. The contract pes
cirawln9 s and a clfications represent the Finished structure. Unfree Otherwise speclflcally noted, •rte!
z
they do not Indicate the method of construction or construction loads. The contractor ehali provide all Methods
and related equipment necessary to protect the structure, workmen end other parsons end property during
construction. The contractor shall, at his own expense, angio a properly qualified persons to determine where PROPERTY LINE x x x-- � pc
r recautlonar measurers eha!I be used an+ inspect sa"e In the field. Any materiel not
G►
and how tempora y p y
specified or Improper material Installation or workmanehip shall be removed and roplaced with epeclrled materlal x EXISTING CHAIN LINK
in a workmanlike manner at the contractor's expense. g
• FENCE AT P!-A1 AREA
MODIFY AS REQUiRED BY a PM04
' nes eeifieatlons en Ineerin And design work are intended sola) for the, project sperr•If sd herein. e �
13. These: p .� p g g g y p PLACEMENT OF NEW BLDG. N
Brlttell Deslc-jn Inc. Architecture and F'la+ming disclaims all liability IF these plena and specifications or the design, Eli N x
advice and instructiions attendant thereto are usad on Any project or at any location other then the project and
`�' NEW 1,325 Sc.:. FT. (23'-8' x 56')
location specified herein.
MODULAR BUiLDIr`jG
BY, 'MODERN BUILDING
x SYSTEMS INC.' THE
REQI.ilFC0 SETBACK LINE BUILDING SHALL BEAR
- - - - -- - - - -- -- - - - - •-- - _ __ - - - - - - - - - - -- - -- - - -- ._ -. - - AN OREGON TAG
NEW STANDINci SEAM MMTAL OF COMPLIANCE
ROOFING OVER EXISTING CONTRACTOR TO PROVIDE
ROOF - THRO1Xil,4II 20'-m' A LEVEL SURFACE FOR THE
TYPICAL
LACED ON WiTW
NEW SHEET METAL 1 GLSl�"i. CLSI�"1. 60 MIN. OF 3 MINUS COMPACTED
FLASHING80UTN WALL 2
r SECTION AND SnD(BEFORE PLACING
GRAVEL) --�
nl
TMrAL � � � r �
NEW SWEET E •• ae
GUTTERS t DOWNSPOUTSQ
2
i (EX18TING)
PLAY- �, `•'
GROUND i- .=-
EXTERIOR: ----- - EXISTING r':EILING
cLSRM. cl SRM. C1
REM „VE EXISTING SIDING b X
/ REPLACE WITH NEW INTERIOR. g x x Q
1/2 THICK TI-11 SIDING, OVER —�
REMOVE EXISTING PANELING /
150 FELT, OVER 5/8' TYPE 'X'
GYPSUM 81-1EATHiPIiCs, OVERF�"LACE WITH 5/8 TYPE X %
EXISTINGYPSUM WALLBOARD, NG
OARD, OVER EXISTI
EXISTING WALL STUDS �j
TO G.4 FILE EXISTING WALL STUDS CHURCH BUILDING EXISTING CHAIN LINK J
NO. WP 8105, SHT. A-1I � x FENCE AT PLAY AREA :3 LU � J,
MODIFY AS
IRED BY 9
NOTE-Y- R•PZ PLACEM OF
OF: NEW BLDG. �---
PL,-\E1"1EN T AND FOUNDATION CLSRM, x < Z
OF i`10PULAR BUILDING IS BY,
MODULAR BUILDING SYSTEMS INC. L 7:3 �n
� !�
SEE DRAWiNI BY MODERN BUILDING `-� /' '� ~
11 SYSTEMS, INC. DATED 10-II-00 x "r
PROVIDE NEW 4' VEEP—
CONIC. SIDEWALK 5-0' CLSRM• CLSRM.
WIDE OVER 4' MiN.
10B NUMBERCOMPACTED GRAVEL ,
STAIR BY •MODERN
Gb BUILDING SYSTEMS'
THE STAIR SHALL e 0
O MEET ALL ADA
W -- Z X 4 at 24' O r. PONYWALL REQUIREMENTS
WITH 5/B• TTPE 'X' GYPSUM � DRAIMJ 8Y CHECKED 8Y
;p
DEB
SHEATHING
• . MAB
NOTE:
iQEPLAC:E SIDING THROUGHOUT
/ REPLACE EXISTING ALUMINUM DATE 10-17-1�0
err c tT ° ° ° o ° _ -- WINDOWS WITH NEW VINYL WINDOWS
° ° ° ° ° ° ° 'MILGARD,' OR APPROVED EQUAL. RE\ISION
NEW 3' a ABS FAIN - I
DRAIN PIPE, CONNECT TO i •
EXISTING STORM SEWER I ,'1'�OVIDE b MIN. DEEP 3/4 MINUS
COMPACTED GRAVEL BABE
FOR MODULAR BUILDING
ONE FOUR FIRE RATED EXTERIOR WALL SEC11ON (EX ISTING) 5'-0' WIDE CONC. SIDEWALK FLOOR FLAN SHEET
_ N
2 1” •_ 1'--0" (RE04.!illwv AT SOUTH EXTERIOR WALL) _ I/$" = I'-(�"
-- ASPHALTIC LONG. PAVED !'AF�ClNG
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- 1
l E MODULAR BUIL� DINCADDITI0 FOR :BJILDI �IG COD ,
5A w a -
SUMMARY - --
Allowable area: / \ PANE � INTERNAI amicable Code: i-NJ
FIFE RATED ASSEMBLY FROM THE 14TH ED++TION �,
1 ON AL
1998 Oregon state structural Specialty code, based "8" OF THE "FIRE RESISTIVE DESIGN MANUAL" BY, � � ��
g Occupancy:
on the Uniform Building Code, 1997 edition. THE GYPSUM ASSOCIATION _
Base allowable area: (V-N) 8,000 s.f. ._._
Project Description; — �-BAPTIST'
A (1974) modular building addition (1,314 sq. ft.) Actual area of modular bldg. 1,3?.5 s.�
ft. TYP. EXT. 1 HR. WAIL -- GA FILE NO. WP 8105
An existing church facility (6,930 sq )
� Exterior Side: One layer 5/8" type X gypsum sheathing, 48 CHURCH
wide, applied parallel to studs with galvanized roofing nalis, 1
Seismic 1
Zone 3 �tlll GING EXITING - giant,, er 10 3,/4 long, 0.120 shank, 7/16 or 1/2 heads, 7 o.c. in field,
4 o.c. perimeter. Joints of gypsum sheathingmay be left
8500 6W SPRUCE STREET, TIGARD, OREGON 97223 P , 4
TOTAL OCCUPANTS untreated. Exterior cladding to be attached through sheathing
Occupancy Types: studs. Wallboard and sheathing nalled to top and bottom
"A-2.1" exist. bldg.) , "B"" (modular bldg.) 1,325 s.f. / 20 (classrooms) = 67 occupvnts plates at 7" o.c. PASTOR: MIKE YOKOY �- PHONE ( 503 ) 2.4'6 - 4(o SO
( 9
Interior Side: One layer 5/8" type X gypsum wallboard or
Construction : water resistant backer board or veneer base applied parallel
Minimum number Required Provided 24"o.c. �'
Type V-1hr (existing bldg.) _ with or at right angles to 2x4 (or 2x6) wood studs, CLQ
V-N modular told of exists 2 exits 2 exits with 6d coated no
1 7/8" long, 0.0915" shook. 1/4" heads,
Type ( 9 ) 7" o.c.
Required Provided I •
.(OSSC Table 5--A� '
Existing building - Type V-�F1r:
Minimum Width 67 x .2 = 13.5" 6' x 12 = 72"
of exits: I � W
The minimum fire resistance of ext. walls is 2 �i 1 "� q
hour less than 10 feet, 1 hour elsewhere, . The I I C4
minimum yard is iV -O , so the existing exterior wall
1 hour, as constructed. ~ '
n
may �e ,
The minimum fire resistance of openings in !
exterior walls is not permitted less than 5 feet, ' i z
I
and protected less than 10'. The minimum d
and is 10'--0", so all exterior openings may be
Y � I �� I
unprotected.
NEW 1,325 BGi. FT.
Added Modular building - Type V-N: MODULAR BUILDIW:v - I I ' •In
The minirnum fire resistance of ext. walls is 1 hour SYSTEMS
'MODERN BUILDING r+ 1 I
en ;
non rates elsewhere, The minimum SYSTEMS INC.' - SEE
less than 20 ,feet, TAX LOT NO. •1@I
rd is 10 --0 so the eristin non rated exterior wall FLAN SHT t1-2
Yo g TOTAL SITE AREA - 111,523 SF. (EXISTI ) I '
must be modified to be one hour construction. ZONED - R-12 (WEST PORTION) � � C`• RESIDEN E � � I � �
The minimum fire resistance of openings in R-� (EAST PORTION) W (R-12) ' z
exterior walls is not permitted less than 5 feet, �'
+ �+ � �
and protected less than 10'. The minimum _ 1 -.�-+ Z
p rrr� w wrr�-rrr�rrwa�rw�r�-au �--�r----r--��� --�-- —r• rrwr ^ — -- -- --�— —•—�r—r w I _
rd is 10'-0", so all exterior openings may be �
unprotected. I I / �----- CENTER OF (EXI>?�TING) J '
1 / I DRAINAGE + ,J CHURCH I; LHLDING -'''� cr I�
SANITARY / i- o @,ar• -' _ _ `'' `1 � (EXIST
d• -ia and area• •.(OSSC Table 5-B) I I SEWER EASEMENT / _ ASPHALT
- - -- -- —
' BALL
EXTENT O� u�ETLAtiD9 ---- --y`---------- ----- @' @•
Allowabl.`Hei. 1 ( I / I ; - -'}' SETBACK (EXISTINd) COURT s+-
The maximum building heiyht all- :cable is 40 -0 I I / .� _ _ - — -�""- ' ; G,RCJUND i i ,,-' CiTY OF TiGARD
(two star The The actual building height is approx. I ( I / ! �-�' i ' 1 S.W. 5ETH AVE droved »...........
12'-0" and the buildingis one story. r I ( / I + I j I _ _ _ _ _ rr0" AvaoMsa...... ...... ...... '•f f
Y• 1 , I ' , ; Pui trio work as daap
It ' - • EXISTING CONC. APPROACH PERMrTtyp•
A8P'V•IALt DRIVE AY - - �L
I I � 8w!.attar to:Forow.
1 ' 1
............................
i :EXISTING ; , r Job
�ddre e.........................
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+ / (EXISTING) � �� , , y »..
I I DRY POND \` -- _ - -- j ..
I / I F�7Ft - - - -- -- -----
! I / ! SURFACE WATER ` '- �� , , r- w �-- ----- � _�: ,
1 I TREATMENT _ `--- _ �- - , i �� �
! +- ' I
RESIDENCE
S�DENCE , 1 EXISTING FIRE HYDRANT '• Q' `�►
(EXISTING) 5'-V WI
(EX F
0j CONC. SIOEWALK�
I I 1 �-
i ASPHALTIC: ONC. PAVED PARKING
52 ,gPACE-S) (EXISTING)
I
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rr r�` rr 1�� r�rrww�rr�li��
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+ I _
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r EXISTING CONTOURS 1 1 j I—
i + + I I / / + - TYP I , � '� � .
�. I Q o- �
Ila
SHED— 1 SITE O I I I V o4 V I I
1 + + I / ! ! 1' . 30'-0' 1 1
"
/ I / GiRA'✓EL I JOB NUMBER
I / I + PAFecING
1 I 11 AREA
(EXISTING) 9
1 + I I� I� 1
- Ex1'•=NT OF WETLANDS ii I + DRAWN BY CHECKED BY
+
1 I i fay r 1 1
i GRAVEL DRIVE (EXISTING)
.}. I I .� 1 I DATE I@-17•�
5it� Data :
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REVISION
23% buildint�j, 4 paving area
f 13!,126 sp. ft.
RESIDENCE -1�19b landscape area
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0ESI%o3`4[\\J (".aRITERIA . WAN
A
CONSTRUCTION TYPE 5-N (NON-SPRINKLMD) EV%T , ,
OCC-UPMICY (ROUP B
OCC:UPA�NY LOAD (T IOA) 14
VEN,fIL!-%TION OCCUPANY LOAD 10
.AAA pop
PLUMB:!G OCCUPANCY LOAD (T 29A) 7
ROOF L V5 LOAD 30 P5F
FLC OR U`dE LDAP i 50 P5F a
WINO) LOAD 20 P5F
1656MIC ZONE ZONE 3
CUAATE ZONE ZONE 2
EL5eTRIC LOAD 200 AMP I Ph.
DISTANCE TO PROPERTY LIVE FRONT: 20' MIN.
OR A55UMED PROPERTY LA'�E REAR: 20♦ MN.
r-ll-'N TEMn
NC
MOED rr
o LEFT: 20. MN .
RIGHT: 20 MN.
740 (503) 74Q- 4950
I- ELEPHONL. 6
M
.
P .0 oX 110 9493 P
ROAD AUMSVILLE ,
OR 97325
{
CSUT ouR WEB r�AGE www .mks modular .com
CHECK
SHEET INOEX
NO. TITLE
{ 1/
COYER SHEET
10b NAME: .
I FOUNDATION PLAN AND DETAILS
LEASE UNIT *450-451 2 FLOOR PLAN, NOTES, $ E LE MATIONS
3 ELEC. $ MEC;h. PLAN, NOTES, $ BUILDING SECTION
705 517 ADDRE66:
4 RAMP, LANDING, SRAIRG
E3500 SW SPRUCE STREET
TIGARO, OREGON 97223
OWNER NAME:
JAPANESE INTERNATIONAL BAPTIST ,
COUNTY:
MULTNOMAH PRINTED
OCT 16 2001
MODERN
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t"e
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PROECT N0.= 450-+4
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WEDGE EACH END OF P.T. 2 x 8 C A �
CORRUGATED METAL
(XIRRUGA•TED METAL �,� � ------�
.,IoING SIDING DTf?UGATED METAL � ,
n'-s*
r
SIDIN
I +
CHASSIS END RAIL-- 2 9 V4 r I►
V2' T1-11 W/ 6d L'2' T1-11 W/ 6d MULT. P.T. 2 x 8 x �' � (2) 'EDGES 2'-9 Vim' '- '- 2'-9 V4• 6'-3 V2 2'-9 V4
QfM
AT 4' JR 8' Q.C. DBL. P.T. 2 x 4 VERT. t AT 4' 8 8' O.C. �--- 2 x : BACKING AT -- Vr63 V2 • • R
W/ (2) 12d EA. END AT 2 x 4 FIAT • 24' O. C. S01,40 JOINTS P.T. 2 x 8x16" 1EXPOW-'
N iv T1-11 SKIRT y __� �Q Z
CONT. PIT. 2 x c W/ 8 (2) 8" x 8" w 16' CMU': iQ (2) 8 x 8 x 16' � � -. ` � I
_
05 x V-6' DRIVE PIN CMU's
CONT. P.T. 2 x 8 AT 8'-^0* O.C. OR C� C'�. P.T. 2 x 8 CONT. P.T. 2 x 8
PC _
• R BOARD • a --' -- 4"
x16• x >fir CMU
I
12d AT 6 O.C.---- IC!d AT 6' O.C. (I ROWS OF r
12d AT 4' O.C. _ --
�, --!{IIjWIII1IF ` -AN
-1111If—IIIUF ,.. li = � 1
++
It P.T. 2 x 8 x 24' W/ 05 x T-6' CONT, P.T. 2 x 4 W/ ++
DRIVE PiN AT 4'-0' O.C. 12d 111, 6O.C. d 05 x ,
1''b' • 4'-0" O.C. _w REUSE OF DMLI EN 'S
ty THIS DOCUeIT MSD THE Q3rA5
ENDWALL PERIMETER FOOTING SIDEWALL PERIMETER FOOTING HER N I!s S IA:01iPOfil1;�
� u► 2 EIS W.�Ir,L COLUMN FOOTING u► I I • HERE�1 I!. THE PROPEIITY of I
1 Sr lEt r • ,-0• — - — I 5' 1 MODERN dULDW SYSTEMS. PC.
SCAEt r • rirao MD IS NOT TO BE Lam ;H
VA E, r • r-o-
WHOLE OR N PART, FOR ANY
07HER USE OR PRO,ECT WITH
OUT WRITTEN AUlTHptIUT ION.
SIMPS(l,4 CS18 W/ (4) ND's - -
EACH ETD - Q.1 TOTAL AT
BOTH TOP A C3pT � , � to
MC 10 x 8.0 STL. SHIM OR 'A EDGES I I I I
(1) 4 x 8 POST CH 4SSIS BEAM AS REO'D I
T IE-DOIWN STRAP I 4
_ (3) X2d TYP. - 2 �, TYP. AT (14) PLACES 1 I I
�—P.T. 2 x 8 x ic' CAP
771
FOLMAT ICA NOTES SEE oT�., 6 /, \ ;' ' ` •
• P.T. {s x 8 x 1'-10' 16 x 16 x 4 G X.1 -- 1. GENERAL CONTkACTOR SHALL VERIFY ALL DIMENSIONS 1 � I I I / � �
+hJ-8 x 8 x 16 CMU I �-1 A
0) - P.T. 4 x 8 x AN[J CONDITIONS, THIS STRUCTURE SHALL BE
ADEGUAY ELY BRACED FOR WIND OR EARTHQUAKE — d+
• 1`—`� = ! FORMS AND TEMORAkY FORCES DURING SETTING= r
t�
AND ERECTION UNTIL ALL. UNITS HAVE BEEN
m _ PERNMNENTLY ATTACHED THERETO. t
I I I 1 I
2. DESIGN LOADS,
ROOF DEAD LOAD 12 PSF ' '1 4 � •
ROOF SNOW LOAD 25, PSFor
3 COLUMNFOOT I NG CHASSIS BEAM FOOTING FLOOR DEAD LOAD 10 PSF �I N I I I Ln .-
>� FI OOR LIVE LOAD 50 PSF x v
srxE� r • r-0• 9 SCALE, r • r-o• p 0 v+ 62 gj
MIND LOAD 90 MPH EXP. B % (a �••++
SEISMIC; ZONE 3 yjv xl `I xl�j
Alin
3. EXCEPT AS NOTED, 01wENSION LUMBER FOR
FOUNDATIONS SyALL BE HEM-FIR, NO. 2 8 BETTER. N > N
7
1 TREATED LUMBER SHALL BE PRESSURE TREATED I I I I •
t IN ACCORDANCE WITH AWPS STANDARD C-2 TO A 4
-- MINIMUM RETENTION OF .40 PCT. AT PIECES IN p
CONT•AC,C WITH (',ROUND, SAWN END GRAIN SHALL x �._.
� BE FIELD TREATI:O WITH 2% MIN. CONCENTRATIONCOPPER sl
SHALL. BE GOOD OU)' I TY� I �
AND SMALL NOT ATED PLATE OC:( I I � I � I t
CONTAIN
I 1 CONTAIN EXCESSIVE SPLITS. ^PECKS OR WANE, I I�
— 1 �-- 1- ().04' x I) GAIN. STRAP =32 x 4 FR941NG SHALL BE HEM-FIR, STANDARD ORII
I
DIA. MB. ` co
.f' r--- V2' DIA: STRAP BOLT EETTER, TREATED 2 x 4 FRAMING SHALL MEET I I I
s O.C. ^+ J - lL1� 3/4' DIA. x 30' W/ 4" 06L.� THE REQUIREMENTS SPECIFIED ABOVE.
�
---`-'_ HELIX AUGER M04OR (DRIVE 4. ALL NAILS TO BE GALVANIZED. 4 u-
u_ �
�f--- IN GROUND AT 45 DEG. TO I D,,,•
/
At.ION W/ STRAP - DRAW 5. VENT CRAWL SPP'OE_ 1 SO. FT. PER 150 SO. FT. I I
OF FLOOR AREA OR AS SHOW.J.J. INSTALL 6 MIL.
STRAr TIGHT b LOCK BOLT) VWJR BARRIER. �--
"I� J""^ 6. CONFECT STORM WATER FROr4 ROOF GUTTERS AND .
lull DO'VNNSPOUTS AM DIRECT AWAY FRot,' RJILDIMG
PAD TO AN APPROVED DRAINAGE SYSTEM. °1 • •
'I Lu
5 MARR I AGE DETAIL 6 TIE-DOWN STRAP
1 SC-kE, r , V-0' SCALEo r - r-w Q I 1 x
TRTENSIONINGT
S AP I NSTRUC I I'ONS:
4a ONCE Tl-NS0a) TO THE
--' ` POINT THAI COM r6f-
CLEOWNISE I ESISTANCE
APPfJhRS, A 5% OPEN-
ENO FOUNDAT I�� .D � ON PLAN
h� LISEiI TO HOLD THE 9011AFE FRAME TIE WITH BUCKLE
, DATE= 10-x-
NECK WHILE RESPOSITIaN- SCALE: V4 V-0" --
go THEE 1'5/16' TftTIS0+ DRAWN BY=
IND WRENCH WHICH vU / aTC•>'�
ENABLlc DONT H,e.O
f `\ DESIGN APPROVAL:
AND �
1a `kk TENSIONING. REPEAT
2a 3.) As REI)UIFx.D SALES �Rova.+
NSERT THE TENSION BOLT WTO THE F'LK'E THE STRAP END TIf1O M THE BEND TIE STRAP AT 9O DEGREES
40W FEAIy AND LOOSELY ,TTACH SLOTTED sHuAW OF THE TENSION AND WITH THE USE OF 116• <� � � FRAME TIE WITH HOOD REVISIONS,
or-TIE HEX NUT GXT AND BRINf1, FLUSHLY TO 7HE OP- SOCKETH
OR OIS44 D WFEA , � 1.) ATTACH FRAME HOOK TO TOP,
91 POSIT-C SIDE THE SI<WrK. ROTATE IN A CLOCKWISE WMNtER --� *WARD LOCATAN 0'r• I-BEAM. ��*j�T1
WRAPPING THE STRAP AROLI D THE FRAME HOOK MUST BE ATTACHED �g,�l`7 +��1./
SK4 K OF THE TENSION BOLT. TO FRAME AT POINTS CLOSETS TO OCT � 6
5a ONICI FULY TENSIONED. \ FLOOR SIRPORTSJ 3a 'AND-UR MUST ESE SECURELY
ALICJI THt: SOIµtAE NECK OF MODERN
WAfi'MNIit fiufFUlY INSF'EC7 EACH N#I�tN�R3 LOCATIOid FOR h1AZAAAI.r LI�7�lEy KYIRING. CQ�ALT 'TME BOLT WITH THE SOIIAFE MlSTALLED �'^J THE GRl1LW BEFORE D�U[LDINOSYS1�h1,Y
LOCAL UTILITY COMPANIES OR GLI4J M ALMMITES AS IS NECESSARY, RECESS IN THE ANCA \ PROCEFI)ING WITH STEP "3.
HEAD AND T IQITEN THE �� _ o
IfX NIR. PHIS Wlll QL1W C: 2.) KLEPI".G IN LINE WITH THE HOOK. THREAD LOOSE ETD Ot~ STRs-P
TW-. TWO TOGETHER AND WR* GALVANIZED STRAP COM- THFAW l SLOTTED TENSIWWY BOLT --
7 FR.Ah�F TIE LOCI( THE SYSTEM INTO IT'S
PLETE.L I AROl�O I-BEAM. ATTACHED TO TENSIONINGFEAO OF SFEET
FINAL POSITION., AND40R. TIGHTEN SLOTTED TE?+
C 1 1•) TF,%AD 7' LENGTH OF FRAME TIE 2.) NEXT, THREAD Lc"3 END p= Siiw 3,) [DIAGRAM SHOWS STRAP IN POLI- SIONING BOLT A MINMIILIA OF 5
WM+ T • f-w STRAP THROUGH STRAP BUCKLE AS BETWEEN FRAME MD FLOW4 OF TION AROLN0 FRAME AND THOM TIWES d LINTIL ALL SLACK IN STRAP
94". HOME, MING STRIP TMU-64 BUCKLE. IT A IMPORTANT TO REMOVE IS REMOIVEDL
ek1CKU.E AS SHOWN IN DIA(RAM ALL SLACK FROM SYSTEM. OF 4
AND FASTEN TO *I" HEAD, aw sw sprum str.
• _ >
e:,pi000-043e alT:000.000/d PROJECT NO.- 45"51
J
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FIELD INSTALL CONT. EDPM °AI'
W/ J- RAIL OR TERM BAR
EACH SIDE. 120
a�ol
120 4/—
• SIV
r�r
�r
F
(2) LAYERS LAMINATED . o•. '
RATED 5/8' x 30' PLYWWJl D
• - ` a REUSE OF UOCLI ENTS
11 THIS DUCLKNT NO THE IFAS
1 MO BIONS INCORPORATED
1 1HEREIN IS THF PROPERTY tI~
MdCEIMr 9UILU G SYSTEMS. INC.
E OR 1II MDT TO
PART.ORANY
OTHER UM OR PROJECT WITH
OUT WRITTEN AI<Jf OIZAI im
<11
2100 AW
1 I AWL
®MAIMT
�t .t
r � WALL HEATER
=for=
17 f L�I
CF
J7L-7
TRANSPORT CEMFRAME LLJJ,
A BU ILD ING SECTION
3 SCALE: Y2' " 1'-0' C W3`CI
cl
CL
o
I
L -
a 1
CA
Lu _
u-
I
u._
>� v
0 177
� III
W
t
I d G
..�, SYMBOL. LEGEND MECHANICAL NOTES uu
200 AMP 8'-0' FLUORESCENT SURFACE MOUNT FIXTURE o MECHANICAL UNIT=
x
H3HASE (2) TUBE F% T12 60 WATTS (U ARMSTRONG MODEL• YB413PT C73-'.. '
.,�., =240V COIL W. APT413 C013-48W R
10' x 4 1/2' F;OOR SUPPLY AIR REGISTER o THERMOSTAT(S): HONEYWELL 1
ELECT , & MECH ., PLAN
� :.
!k
— - 1 �
0 CEILING MOUNTED EXHAUST FAN (110 CFM) o DUCT MATERIAL= SALE: 1/4 - 1-
tq 26 GA. SHEET AJAL
02 BARE CU TO BY OTHERS, - WALL MOLTED LIGHT FIXTURE o ECONOMISER(Sh
WATER BOND --+ I 2 RIGID CDMA 1 W/
0) 250 MD4 *HW AL Qb DUPLEX RECEPTACLE AT 17" A.F.F. (U.N.O.) O ECORNISER(S) AND CONTROLS DATE_
"2 BARE CU TO GF I - GROUND FAULT INTERRUPTER ® NO ECONOMISER(S)
GROM ROD ----- WP • WEATHERPROOF DRAWN BY, T6M
DEDICATED DUPLEX OUTLET DESIGN APPROVAL,
ONE-L I NE D I AGRAM
� 4-FLEX OUTLET SALES APPROVAL,
3 NO SCALE
$ SINGLE PGLE swlT�uH ELECTRICAL NOTES REVISIONS,
OL • DAYL 10'17 ZONE o CONDUIT,
OCC - OCCUPANCY SENSOR E) METALLIC MO M.C. CABLE
PRINTED
$z THREE-WAY SWITCH ® NON-METALLIC SI•fATHED CABLE
OCT 16 2801 �
MODERN
JO JUNCT 10;1 BOX DUUMING SYSTEMS
�s
OT THERMOSTAT AT 52" A.F.F. TO CENTER..INE SHEET
C? PHONE OUTLET
1111101)sw spe.uf. OF
�L7
DISCONNECT W."W'smo""
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2x6 CRIPPLE --------5/8" F .T. PLYWOOD
SUPPOi'•�T (TYP,) (TYP.)
(TYP.)
GUILDING SIDE)^ _ i2'•p•
1,_-. -� WILDING SIDE) � -- ZI - Cf r �- - - - 13AII i
14
I � I � I I{ II �,•I \ II
I 2x6 CRIPPLE
T SUPPORT (TYPJIAI A.
==LML==1 LA A A A 11I I ly%'�Ff'-'
EXESI?/3M00
2 x 6 AT ti' O.C. SUMP. A35 AT EACH 2 x F AT 16' O.C. SIMP. A35 AT EACH
'tN/ SINPSOR LlP?4 � COBWEB W/ (4) NB W/ 5lMPSON Ll�'24 CORNER Vb'/ (4) N8 - __ _
AT EAUa END AT EACH LEG (TYP.) AT EACri END AT EACH LEG (TYPJ
I
- - - - 2x6 BTWN RAIL
5'-4-
Num 4'-CI"
SUPPORT (TYPa
5'-4' LANDMK� CAN ONLY � f
4'-0" 3'-08 3'-6' 3'-6' � 4'-0' 4'-0' 4'-p• 4'-p• 41-0" 41_04
-� BE 115ED WITH STAIRS. STAIR
SIMP. A35 AT' EACH ,�-_SIMP. A35 AT EACH 141-0" 12'-0" NOMINAL 12'-0" NOMINAL 4'-0' NOMINAL
CORNER W/ (4) N8 p, p WLEG)f 8 LARDING RAMP COMPONENT RAMP COMPONENT RAND COMPONENT
• AT EACH LEG (TYP! Q
a TYPICAL FRAMING PLAN RUQ ,c N"' TS
2 x 6 AT f6' O.C. �� 2 x 6 AT 16" O.C. & 4OF
THIS DOCUWNT AI�O THE UFAs
L Ll W/ S'M'50�1 LtJP2< - W/ SIMPSON LUP24 3/8' - 1'-0• AND DESIGNS NCORFORATED
AT F_Atrh ErND AT EACH END 24• AT (1) SIDE IF BOTH HEFEIN IS THE PROPERTY OF
RAILS ARE FREE- Mil �IILDING SYSTEMS. K.
n��'"�' STANDING MV IS NDT TO BE USED, IN
WHOLE OR IN PART. FOR ANY
• 12 OTHER l� to PIn,�,CT Yv l 1 H
1 TYP. LADING FRAMING TYP. RAMP CC1' NT FRAMING
0.fT r�RISE O AUTHORIZATION.
1 MAX 7x6 COM IN. 24`
" 1 5/8' P.T. PLYWOOD '
V6 f-p /► V4 1-0 2x4 CONT IN. W/ 6 AT 6' /C ilk �T 1
=�--
(TYP.) �'
RE'TLW, TO - - -
y
WALL SEE
1)J
' — paw momp�
1 V2" DIA. WOOD HANDRAIL :, ,a -z. - _ C3
111 111 111 MI Ir 1 111 Ip M N 1 _ _ -
W/ BRACKETS TO WALL (TYP.) _ �" `-"" --- - -
1• 111 ,.
TYPICAL NOTES iQ >->Td'g �ac6 TO Rite
-
' V-0• 1. ALL 2x MATERIAL TO BERAW
IT
s PRESSURE TREATED WOOD _ `
•
RETURN 12d GALV. ----------
AND
--- - X
R � 2. ALL 12d NAILS TO 8E GALVANIZED AT 12�0/C � ' ��„ +
AT 12 0/C
AND SC�EWSFINK 2x6 TO RIM 2x6 TO RIM
IL
3. ALL SHEATHING TO BE PRESSURE (2) 2x8x16" ON EMBED r 10 • - -�
TREATED GRADE -(TYPJ I i 1U• -i
IN FILLED HOLE---
... BUILD UP CONC. APRON
4. USE INDOOR/ OUTDOOR CARPET AT EXTENSION FOR SMOOTH
RAND AND LANDING TYPICAL ELEVATION TRANSITION. MAX SLOPE 1:20-
MINA Q
i 6 3/8' • 1'-p"
t . QA
Irk N r--•---- N 0A
• N t.,, •
13 , u •
4 THIS 9EET INCLUDES TYPICAL DETAILS
4 " FOR OPTIONAL STAIR. VERIFY INCLUSION I
.- s REOD 2 0
OF STAIRS PRIOR TO IOK
a g OPTIONAL HANDRAIL AT BUILDING ,, �,�, �,;w;
BUILDING MIN. u END OF 0�.
IFOR STAIRWAY) 3/4' 1'-0" I CE OF JACO 4 BLDG
J^ At RE,LI M
SEE -0• �. -0' I 2' 0" 1'-111
,.r .. MIN•LEV& A r IZ/"��T DQ�11\ END O
4 Q D 5xu f-0 2) 1:12 MAX HANDRAIL RAND--s 1'-0"
' 4 7 LANDING LEVEL
-0 �--�
VERT. sur�Rt
N N+ LEVEL x 4
I 4 LLQ
END N STAIR AGAINST BUILDING
RAMP I
� v4• • 11-0" e TYPICAL PLAN
LANDING � i V4' 1'-0' �
RAMP � �
I C� �
s kAMP H AIL AT BUILDING lit
3!4' 1'-0'
1 v2' DIA. WOOD 43
HA TOP OF (TUFNIG OIL) 5'-0" LANDING •1
BUILDING WALL 4'-0" RAMP l_
OR 2x6 SJPPMT----- •
1 "`
_E� OF i3UILDING EDGE 1 V2' DIA. WOOIJ x a.r
BUILDING HM[)F2All ON
(4}12d's STRINGER 1 RAMP t BEY QI,D 1 V2• 1 V2' DIA, WOOD TOP 2x6- _BEVEL
TO 2 x 6 t HANDRAIL t� �L
45 DEG. MITER (TUNG OIL) 2x6 C('A,,T. W/ N
W/ FINISH SCREIV (6}rd's TO EA.
AND GLUE WRAP CARPET '�6 p �^,
p N DOWN BEHIND 1 VERT. SUPPORT
1 V2' DIA. WOOORAIL ^t �"' 2x2 WOM.- 1" NOSING 1 I STD. BRACKET Q/C —2x6 VERT.
Oc.;Nr- AT I —2x6 VERT.
L'4NDING 11" I ! SUPPORT RAIL — 5—(WW's AT EA. 0/ 2x6 dIM
TV* HANDRAIL RETURN ��E� .
JOIST TO BLDG. (SEE PLAN FOR _
i DATE,
i - - I R �' Q N AT LANDING 2x4 CONT. W/ R N LOCATIONS)
1-1/2' 1-0' (2) 2x6 TREADS '�' '� �+ (4) 12d's TO EA. -
2x6 R w " ERT. SUPPORT ("WN BYt
EA, Wl 121 12d TO t 5/8 P.T.P7 � I
SUPPORT EA. END RIM t PLYWOOD--i •-
I WRAP TREAD W/ DESIGN APPROVAL=
5/8" P.T. PLYWD CARPET OR USE
- SALES APPROVAL=
'- •Z' W/ 012d's TO
NON-SKID PAINT
5/8' P.T. I I 2x12 AT - '. ". 2x6 CONT. � v �.
!` 2x6 AT 16' C.
t `•P FILL 11 E--- --2x6 FILL BTWN
PLYWOOD s �\ a� S ,� N EACH END (W2d's STRINGER � I -- VERT. SUPPORTS REVISIONSt
TO 2x12------�► `, I t�V2' I TO 2 x 6 SUMP. LLQ' 24 W/ 12d's AT 12"
---1/2 P.T. PLYWOOD BTWN24 At EACH END .,c6 CRIPPLE
O.C. TO CONT. 2x6
2x12 STAIR -CUT - INVRISER DBL. 2x6 CRIPPLE AT 4'-0" O.C. RIM T AND B PRINTED►
STRINGER AT CTR . - 2x4 CLEAT W/
• N ICT 62000
(4;12d s (TYP.) I I IST ING GRADE RA 4'-0" Q.C. AT
EXISTING FILL AS RE010 ( p (3)2 8x16' (TYP.) MODERN
GRACE- 2x12 STR04k13- L�- JJ
EMBED RAIL L J L J —(2) 12d fTYP.) Rt1':LD 'p�'�•�
2x4 BLOCK— SUPPORT D. +/-
LET IN 2x4 _ IN FILLED HOLE EXISTING GRADE
SI•EET
r INTERvL-DIATE STRINGER Q TYP. STAIR SECTION SECTION AT PROJECTED RAMP TYP. SECTIONAT
'4 3/4' 1'-0'
-V,-.,7—(4'-o- WIDE) 3/4' 1'-0" 4 " 4
Q3UILDING HANDRAIL) 3/4 1'-0 3/4' • 1'-G"
t�eoo tsw tsp+,t.tstr. � 4
SUP2000410M ..2000.00060
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