16200 SW PACIFIC HIGHWAY STE P VINYL WEATHERSCREEN -
---- -- --- --- TO CANTILEVER 12" PASS
__ -- _- -- ,- ROOF OVFRHANG - VINYL
Il —i I I i WEATHERSCREEN
OL -
j( ---I--
I / — i T
i9' -8" -= I �- - --EXISTINh FENCE
EXISTING FENCE--// / l i l �•� ----�__ .._. __
_l
EXISTING FENCE - ACVERIFY HEIGHTEL_r- `�' - -N --
ELEVA 'T10N ____Z
SURfACE '
-- EXISTING FENCE
EXTENDED NO-CLIMB �-- 2"
BARRIER W/ GATE--\ LINE (VERIFY) SLOPE-ai \ _4
�, ---
' � " - •-+ � - VINYL WEATHERSCREEN--," Q Q a A a ---r
INACCESSIBLE AREA => I SECTION: A_ A
__ -
0.
o �' r 4
SLOPE PAVERS
BARRIER-� I I �� t 2
lo
' 8 -0 /
POST TO BE-\ I , .° ;/%�,' ` / / % /ol :" I I +� d n j'� __. 1 Ij
PADDED BY ;/ , _ __ Z—_11.L�� �.._�_LL_1 CITY OF VGAAD
OMNI I' A i % II Approved.........................................................
�' a Conditonally Approved ..................................... ;
SECTION. t� g- -
/ 8'—/° / t , II For only the wor an described in,
A % / B I -� iYl �� cry
[� 1 [� [� PERMIT N0 � .r.,.. ------
I ,� I • / I • II UPPER f L.._ I '� See letter to.Follow.............................................. .( ]:
/ 4 -0 , / / / SEATING BY OMNI ,1• Attach .............................................. .(
Job Ad reps: [�zC t ! ( f ✓' c
I
__ nate.- II
By:
! �-- IMPACT SAFETY -- REMOTE SNEAKER -_-_-
i i SURFACE BY OMNI KEEPER 11 \' SLOPE 3/4" 50. TUBE ON 4" CENTERS
PAVERS
2" �' 3" LOCK T!
ROOF OVERHANG ---" I �(VERIFY) STANDARD FRAME CONSTRUCTION
EXISTING McDONALDS
OMNI �J 0 �� L< I M H BARRIER W %G A TE= r
I SECTION: C ---E. � EH 10 19,9
USE 0 NO--CLTMB BARRIER ONLY '-,-FP' PLAN VIEW FOR GATE: LOC • � '
AND SWING DIRECTION i� . t"LII�Iilvh � �� L�� l �, l��
16200 SW Pacific Hwy Not For '.;instruction
suite P,McDonald@
1 of 1 A REVISED SITE.SEA TING 2-3-93 D.B.
4SION DATE BY CHECK
All dimensions of the site and/or budding are
supplied by the customer or his agent. PROJE(" McDONALD'S SALES REP: DRA',NN BY: DATE: AS SOLD
Dimensions of items not provided but marked ,p ___.__.__._.__._—_.___—__
0 ''HOLD" by Omni must be exactly maintained N0TE: �Q 9� CUSTOM (LS7-2) CAP. 49 - -- _ J•W./s.0. - _ G..B. 12-1,1-92
CK. BY:
to assure proper tie-in with Omni's provided 1 . VERIFY ALL BOXED DIMENSIONS, O (1' OS-224 - SCALE: CK.
items Customer has agreed to assume respon- U 0 __ .�—_____Y ____ . _______ot _ —__
sibility f_r control of all dimensions of the site 2. MINIMUM 1 /4" PER 1 ' SLOPE NEEDED ° � LOCATION: TIGARD, OR.M-ni 1/4"=1'-0' CK. ,�ATlr:
Omni. building and Items not provided by IN IMPACT SURFACE AREA FOR DRAINAGE. 4: O 162.00 PACIFIC HWY. CAD. No; D.R. No: SHT. No.
Omni, and far any added costs If such limen-
sions are not held to norma: construction r
SNE`- MC99U8P 1 4908 ,
tolerances --- ---- --_��--- -- -.—__�—. — --_ _ - ---1
CLIEN I; BOB BATES _ _ DWG. No: JOB No: I 1
5611 North Peck Rd., Arcadia. CA 91006 Any reproduction or use ut this material — — --
Phone: 818/443.1877 FAX 818/444-4536 without written consent of Omni Is prohibited MCOONALQ S CORP.
I rrr
OMP 0•.90
If this notice appears clearer th.ul the 4
JUL C 81998
dorunlent, the document is of m:lrginal quality.
I�IIIII�! {Ili 'I� !I!jillll�I
11 TT
INCH MADE IN i t�ltill� i;ill I !!!;!!II!{I,1�1 !�Ili�ili�ill'I i � ! ;III ! {j(i ( I!il� !1►11!I 11111i{II1lill I illll�ill�iji il !l111� i11(i{111 I i!I)I�i(I�ill lli�i�l�l�l�ll'
iI� CHINA
iilliiiifilllliiiillill!1lulllllliii'inlli!lililliln!!�iln1li!!in!!!!!!!�!Il11linill!!1!!II I!l11i11iiilI111lii !!!Ilillill!!!{HI!]i!!I{Il+lii111{EiltlilIIIlltfillll{!l1Ii,.I,Iltlli'Ell!{l11, 11t1111+1111ii11,l,lull,1, , �i�lli�!`iilllnllnlllllll,!!IIlII# tallllln lu1l.nlinnlnnit,
ADDRESS:
4.00 E41x)
Mc.Io rka\.d s
Orecords\microflm\targets\buiIding.doc
INSPECTION NOTICE
City of Tigard Building Department
13118.811 Hall Blvd. Tigard, Oregon 97223
Inspection no (Aec-0-Phone)s 639-41 5 Bue!/nesePhone: 639-4171
Inapections /4/-�0 l/ C/L� G,// - --
Footing Plbg. Underelab Mach. Rough-in Appr/Sdwlk
Found. Plbg. Top Out Cas Line FINALt
Pont/Beam Struct, Sewer Framing -Bldg.
Poet/Ream Hoch. Rain Drain Insulation -Plumb.
Plbg. Underfloor- Nata Line Gyp. Bd. -Mech.
Date Requested t,_� C Time: -AN 1'H
Addroee: __-
Builder: __—
THE FOLLOWING CURRECTIOMb ARE REQUIREDt
ee
Inspecto -------- Rate'-- / 7 —
L APPROVED DISAPPROVRD APPROITF.D SUBJECT TO ABOVE
Cali For nofnnp.
TIF I
CITY CSF T I GARD CE R OCCUPIC(i ANCY
COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #. . . . . . . .* BUIP93-011114'.'
13126 8W Hall Blvd.Tlaard,Orogan 97223*8190 (903)839.4171 DATE ISSUEDt 04/19/93
PARCEL i
SITE" ADDRESS. . . 1 16200 SW PACIFIC HWY *PAD
SUBDIVISION, . t ZONINGoC-13
BLOCK. . . . . . . . . . i L01.. . . .. . . . . . . . . . I
CLA135 OF WORK. s ODD
TYPE OF LISE'. . . ICOM
OCCUPANCY GRP. t Bi:.
M-INIPANCY 1,0AE),
i i VONT NAME, . . .MCDONPL.D9 S Pl AYUROUND CANOPY
Remar-ks Add a] uminum frame vin-?l i-ouf to covet, play arca.
Own,ov-z
MC DONALD' 11'� RESTAURANT
C/O K. ROBERT BATES
PO BOX 3119
TUALATIN OP 97064--'
Phono #z 611iR- 1433
u n t v-a c t ors
OWNER
(''hone *z
R'P r1 #. . 1 0 0)CA 0 0
L-.(-opancy of the -ibavp v,efewe:icrd buildi,ng is hereby giver), and cert ifjp�'
the uomp) iance with the State Of Or,et.jDT1 SPOCIAlty Codes fok- the 41rOUP'
occl,t. nc-.# d use .tnder' whirh the t-�aterpnced pe�-mlt war, i --, ted.
,,, 7d ,,s.e .,ra
7n
F-"I RE DUL-PARTMENT B DING I
POSt IN CONSPICUOUS PLACL
iTY F
� � TIGARD►
CITYOF TIGARD
COMMUNRY rEVELOPMENT DEPARTMENT osaeoow
18125 SW NWn BW. P.Q.Box 23397,719md,Urspon 97723(503)6394175
JL,L)IVIUIUN. . . . :
r:L.AOT3 OF WORK, -r-IDD
Yl E. OF CONST. „N
-CUGANGY URI'. :LCL r .i 'AL
t:UGUPAIJCY 1-0(11): 14ASE Ml E N I.
Jri. 1 !i'r. ; 14 ft b)k 1:'1 G L
6EMT? N WZZ?.N
i_IDOR LOAD. . . . .. 100 ).) _ I L.i.I ( : ft i?I •i' ( t .I ii; :L l`I �ilJl 1)I_.,! r.
OwLA-LINE UNI IS: !: PIC 't hf__ad1? ; f: i" i(? NL.RO.N ; !NDi._L.
F._.i_+17rr1'c. LAAr1-ib 11F :.ilJl'ii Htl*l-. 'I?l.i L,AIRI,` .N I•-NIi:1-1ii•i!._ .
VALUL'-.:. $ « tIZ!iW
emzmkta¢ Asci a1umzn+.tm v-inyl ,•,uo + u e r1
rv1t
DONALD' S S RES'I'AUPON J t. , :. : AInuUr-,t key daft e T
u;l1' K. F2ilP f2l" E�FIrLi; I2 Y1' 36. ")V) E:il 03/c' i1.) :s
PO BUX 219 56. 2'3, JLH OEVC'15/93
rt..141LAT71�! UFR '37'11t�1_ p,. .3.'. 1.�('
r' 1Qrie #:
)r1TRAc,rwR NOT' (31\1 1: 1L-!.
J.47. 06 ..r C?-1 (Al
e cq
—_ - RLOUIRED INtisi'L f1Ura:i _,
Inis perait is issued subject to the regulations contained in the r-am-111Y insp
Tigard Municipal Cade, State of Ore. Specialty Codes and all other In5po!u•tian
applicable laws. All work will be done in accordance with i naa Inspection
approved plans. This perait will expire ,f work is not starter
within IBA days of issuance, or if wor•�,, ii suspended for sore
than IN days.
. ;+..red ` _
SW PLNCK/RECT
Clrry TTGA►.I�OF ,s�u :�,� , >�` w�
� PERMIT
COMMUNM DEVELOPMENT DEPARTMENT � (50)09,»1 DATE ISSUED _
1AX MAP/LOT —
JOB ADDRESS: l < ���� r 1r L � _ �-
`.,..,......."--- ISSUE �*
SUB: _ —_ _ LOT: � _ LAND USE: ** T _
l BY:
— VALUATION:
OWNER 'a l ni 3Q O C uV tw i i� SPEC IAL WOTES
�i 17 _ v REISSUE OF:
NAME: � �� ,���� T -, . `rte`=�
ADDRESS:'? O^ 'oX 2 LAST REISSUE: _ --
FL000 PLAIN/
SENSITIVE LAND: _---------
PHONE: <
CONTRACTOR �? c-[- �•''7_I F y APPROVALS REQUIRED
NAME: 1l / �,' PLANNING:
ADDRESS: — - ---- —--
ENGINEERING: ------
FIRE DEPT: -
__-_ OTHER: ------
PHONE:
CONTR. BOARD #: — EXP DATE: —
ITEMS REQUIRED
SUBCONTRACTORS: PLUMB: ___ _ LIST/SUBCONTRACTORS: —---
MECE: -- _ BUS TAX:
ARCH E/ NGINEER CALCULATIONS: --
NAME: ___ — TRUSS DETAILS:
ADURESS: __ — --_-- OTHER: -- _ --_
PHONE:; _ ------_,._
PROPOSED BLDG. USE: ti)11��c
COMMENTS:
.APP�T SIGNATURE
Received By: — —_ Date Received:
PERMIT # IkCrT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE''`S►
—_ !0-432 00 Building Permit Fee-',
10-431 00 Plumbing Permit Fees
10-431 01 Mechanical Permit Fees
IC-230 01 State Building Tax (5y)
Building
Plumbing _
Mechanical
� -
10-433 00 Plans Check Fee
r-
Building 1-3------ JC%
Plumbing
Mechanical
10-230 06 fire
30202 00 Sewer Connection
30-444 00 Sewer Inspection
25--448-02 Commercial TIF Fees
25-448-04 Industrial TIF Fees
25--448-06 Institutional TIF Fees
25-448-03 Office TIF Fees
25-448-01 Residential Traffic Fees
25-448-05 Mass Transit TIF Fees
52-449 00 Parks System Dev Charge (PDC.)
31-450 00 Storm Drainage Syst Dev Chrg
(SSDC) --
24-445-01 Water Quality (Fee in lieu of)
24-445-02 Water Quantity (Fee in lieu of) _
10TA1
nm/3587P.WPF
1 CITY OF T I G.PnR) _.. RECEIPT OF E='AYMENT RE:CEJ GT NO. :93—E'38133
CHECK AMOUNT ; 9+T• 83
TAME : 3—E, RES'4+URAN1 COPP. CASIA PI' +LINT 4'I. 00
:aDDRF-GS : 19200 SW DOONUS F FRRY ROAD E='AYMENT DATE. t['?/i, 51�a3
P. O. Brl'x iA9 SUBDIVISION a
T'IML..AT IN, r'R 97061:'..",
1 OURPOSE CIF E'A'v'MF NT AMOUNT PAI D F'IJT FOCI-E= OF PAYMENT AMOUNT F'A T D
L+UJI I7INCG F'FRM A6. 50 S1'. HUIL_D 'PFR 4. .3:J
i
I
T'I.l'I'Ai. AMgIJNT V1 41 17
r I nll p.l r
00 r E: 0J. y;.
ON
I"
rllrar'I)", f` I_tr" I"r-1l' if' JT L'I r 11'- r, ;Itlr I.II 0lttUNT I"'ft11)
f-f"00 t:;W r''Fal:'.:T E f I.. fIt•1 t
TUTAI... f>IMOUN1' PAID
CITY OF TIGARD
ORFGON
March 17, 1993
Nick E. Maunel
3•-K Restaurant Corporation
P.O. Box 219
Tualatin, OR 97062
Project: McDonald's Playland, BUP 93-0040
16200 SW Pacific Highway
Dear Mr. Mauney:
The plans an,; specifications for the windareen covering for this project
were reviewed for conformity with applicable codes and appear to comply.
Although the exact configuration of the covering is not shown, the design
parameters outlined in the submitted material appear to be of sufficient
flexibility to perform satisfactorily in various confi%orations.
The plans submitted were marked as preliminary and not for construction.
Please submit two crpi-es of the final construction drawings. You may get
the building permit for the project at your convenience. A list of the
required inspections, and the number to call to request inspections, is
printed on the permit. If you should have fluestions, or if we may be of
assistance, please contact us.
Sincerely,
i/ i.m Jaqua,
L Plans Exa�i.ner
FAX (503)684-7297
131255W Hall Blvd., Tigard, OR C)7223 (503) 639-4171 TDD (503) 634-2772 -- —
FLANGE ASSEMBLY
I- S
--Post f
i
i
I �
I /�- -ZA- 1/4" z 2"
7.a mac Anchor
LIJ
�
KK-61 Flange
I
/ Slab
fit--Set Scree
— - �,,•..•K.w.. - TITLE FLANGE MOUNT (A5_ecmi3t_y)
DRAWN BY FKAWCI50/y, CK.
DATE 7. 17. 90 SCALE FILE N0. FM-61 DWG. NO.
HOW TO MAKE JIGS FOR RAILING POST:
SET-UP r
00 0 0
0 0 0 0 0 0 0 0
0F 0 0 0
Step 3:Lay post horizontal,and insert two
pieces of scrap pipe.
Step 1:Start with pre-c-it pipe. Step 2:Measure and locate fittings On first This is all Ihal's involved in selling up your iigr
post only From this point duplicate posts can be pro-
duced by unskilled labor,without further
measuring,at the rate of 20 to 30 posts per hour
PRODUCTION
I
0 0 + o o !
°] ° O _ ° _.� O O O� O O
0 0 O O 0 1---- 0 --
0 0 0 ° O O
0 0 O O O 0 O C 0 O O O
0 0 —_
Step 1:Set top and middle fittings in place. Step 2:lar I ,t pipe and slide into fittings, Step 3:Simply tighten set screws,then lift off!
unfastened,on the two pieces of scrap pipe then ad.f fi,r•. a The principle is the same for comer posts.
Simply substitute corner fittings for straight run
fittings,as in Step 1 of the Production stage.
TEST REPORT Vibration of Kee Klamp Assemblies
Exhaustive tests on samples of standard 11/." Kee During the resonance search amplification factors,O,
Klamps were performed by an ind?pendent research were measured at each resonant frequency,the point
laboratory.The purpose of the test was to evaluate the of reference being the end of one horizontal pipe.The
use of either standard set screws or self-locking set table was then held at one of the resonant frequencies,
screws. set in motion with a controlled acceleration level of 4g,
and ran for a period of six hours.This was repeat?d for
Test Arrangement three more resonant frequencies in descending order
A"Tee"section test assembly was made using three of"0"factor.
12 inch lengths of galvanized 11/4"standard pipe held TABLE 1'TEST RESULTS
together by a s^ket Te?fitting (code 25-7).The
vertical leg of Int:test assembly was supported in a Resonance Running
standard railing flange(code 62-7) The completed Frequencies O Factor Time
assembly was then rigidly attached to the vibration table.
The test assembly was initially assembled using 74 1.27 Nil
standard set screws and tested in this configuration. 106 1.27 Nil
The standard set screws were then replaced with the 158 1.53 6 hours
locking screws and the tests repeated
200 1.6 6 hours
Test Procedure 221 5 6 hours
The test was conducted on a ting 1500 Ib Electro- P95 9 6 hours
magnetic vibration table.
The table was programmed to perform a resonance During the twenty-four hours of vibration at the lour
search between 25 and 350 Hz and esortant frequen- resonant frequencies above no signs of loosening
cies were recorded and shown in Table 1. with either type of attachment screw occurred
l�
KEE KLAMP LOAD CAPACITY CW RTS
TABLE 1: LOAD CAPACITIES
FOR STANDARD IRON PIPE- SCHEDULE 40 CONTINUOUS BEAM (2 OR MORE BAYS)
Safety factor 2'/1 to 1 hosed on ultimate strength
Span(ft.) Pipe Size(I.D.) '/d' 3/4" V 1'b" 1'h" 2"
3'-0- 216 375 706 1249 1736 2984
3'-6" 185 321 605 1070 1488 2558
4'-0" 162 281 529 937 1306 2237
4'-6" 250 470 832 1120 1989
5'-0 225 423 749 1042 1790
5'-6" 388 681 947 1628
6'-0" -- Spin 353 624 868 1492
6'-6" 589 801 1377
T-0" 535 744 1279
" Load
T-6499 694 119C
8'-0" rL 651 1119
9'-0" 994
101-01,
The capacities shown above are for one piece of pipe EXAMPLE:A rack with 6'-0-bays with 2 supporting
supported by 3 or more uprights. Inasmuch as all pipes is re auired to carry a 1200 Ib.load.Therefore,
racks and most other structures are designed to use 11/4"pipe size is chosen as 2 rails will support 1248 lbs.
2 or more longitudinal supporting members,multiply (624 lbs.x 2)
the above figure by the number used in order to OTHER LOADING CONDITIONS
determine the maximum safe load. For a rack with 1 bay only,multiply above figure by.8
For a concentrated load at center of span multiply
above f!gure by 0.5
TEST REPORT
ULTIMATE LOAD CAPACITIES OF SET SCREWS The test was carried out by an independent laboratory
Llltimate Load-Lbs. using the following method:
Fitting Size (Hand Tight)' Standard schedule 40 pipe was clamped within the
2990vertical barrel of each fitting and the set screw tightened
2900 to 10 Fl/Lb Torque.
1" 2970 A 400,000 Lb,capacity universal testing machine was
3650 used to apply a vertical load to the fitting in ar,attempt
1V2 4170 to produce slippage.
2' 4190
These laboratory test figures show slippage point only.
'Hand Tight (Hex Key)= 10 Ft/Lb Torque to set screw. No safety factor is incorporated.When stressing
"Pipe would bend before fitting would slip weights and safety factors,we would advise the
following 1) Check pipe capacity above.
2) Divide test figures by two.
3) Take lo,vest of the two results.
20
1�Iwtttowr
TABLE 2: UPRIGHT LOAD TABLES
Length r --- Pope Size Lergtn
A B A B _ A B� A B A B
4090 3735 6780 6485 9270 8890 10805 10475 15950 15475 1'-0"
1'-3" 3710 3265 6365 5915 8890 8425 10470 9910 15270 14795 1'-3"
3265 2840 5915 3345 8425 7750 9910 9300 14885 14320 1'-6"
2985 2425 5410 4750 7895 7260 9460 8790 14320 13570 1'-9"
2'-0" 2565 1990 4960 4215 7430 6670 9000 8275 13685 12895 2'-0"
2'-3" 2115 1680 4490 3625 6940 6095 8535 7765 13370 12420 2'-3"
2'-6" 1905 1400 4047 3165 6545 5505 8005 7140 12710 11695 2'-6"
2 9" 1645 1205 3560 2790 5985 5010 7460 648'r 12125 11150 2'-9"
3'-0" 1400 3165 2440 5405 4340 7045 5970 11670 10360 3'-0"
T-3" 1270 2870 2155 5125 3985 6565 5395 11040 9725 3'-3"
2575 1895 4565 3620 6165 4835 10540 9050 T-6"
2320 4170 3285 5715 4500 9955 8435 3'-9"
2050
03875 2975 5205 4130 9635 7760 4'-0"
3565 2625 4785 3760 9005 7350 4'-3"
3285 2430 4450 3395 8435 6605 4'-6"
2975 4195 3120 7915 6245 4'-9"
2725 3840 2900 7350 5835 5'-0"
25-10 3570 6830 5385 5'-3"
3395 6535 5045 5'-6"
3040 6175 4795 5'-9"
2900 5835 4300 6'-0"
1. --- --�`.--- - .5430 4095 6,-3„
L0"' 5155 3755 6'-6"
4795 6'-9"
These tables give an Indication only 4525 7'-0"
A - FIXED of the sale load, in lbs. that may be
4300 7'-'1"
OR carried between the restraints by a 4095 7'-6"
LAGGEDsingle pipe(standard schedule 40)
E c 3825 l'-9"
C c when used as uprights.
u j v
J � J
7770p� HOW TO SPECIE;.4'KEE KLAMP'STRUCI URE
To ensure your project is built with the advantages of KEe Klamp fit-
ting,use this specification:
(Yoursfructure,i.e.railings,efc.)
shall be constructed with malleable cast Iron, slip-on, threadless
pipe fittings conforming to ASTM specification A47-77-32510 as
�- regularly supplied by Kee Ineustrial Products, Inc., P.O. Box 207,
Buffalo, NY, 14225. Fittings shall be hot dipped galvanized at a rate
B NOT LAGGED cf 2 oz. per sq.it, Io ASTM A153, or mechanical galvanized to ASTM
B, 8695 class 50.
All fittings shall be secured to the pipe by zinc platen set screws
with a case hardened cup point. The minimum outside diameter of
u the set screws shall be as follows:
?� Pipe size 1/2"nominal I D.;set screw size.37U"O D.
Pipe size'/;"+ 1"nominal ID.;set screw size.513"O.D.
_-_ Pipe size 1'/4,11h+2"nominal I.U.;set screw size.650"O.D
I
L._ — - —
HOW TO CALCULATE RAIL LENGTHS
Straight and Level Guard Rails I(oe Klarnp• Pipe Size x(inches)
(Using types 10, 15,20,21,25&26) Reference 1.D. _ Subtract
25 —
25
r--— — _ --} —�5
i 8 1 yr" 1
x x x x 9 —_2_ 11 A.
Note:
26 When rec:ucing fittings are being used care must be taken to
ground level use the correct x dimension.
r �--\ Example, Type 10.87 (vertical 1'h" pipe size, horizontal 1'/."
pipe size) To find the correct length of the horizontal pipe,the
length x is that for the 1'h"vertical pipe.
15 Although guard rails are normally constructed with VA"&141"
^� pipe.table C shows the cutting length for all Kee Klamps pipe
1 x sizes,and can therefore be applied to many other rectangular
structures.
x Details of grcund attaching (lagging,etc.)
Dimension z to be subtracted from H to give length of
10 I �--�- post h. —
Typ• Plp• T-(Inch•o)
ground level i I (Flangoo) Size Subtract
60 All V,
z Sizes
Table C 61 All vr'
Gives details of dimension x in the formula / / Saes -
2x.for calculating rail lengths. 6o 61 62 62 All w
Heavy Duty Standard Railing Size,
Where: (wide base) (rocks etc)
6a•65 All
L=distance between center of posts a 6e sizes _
i I= length of horizontal p;pe for post h, Type Pipe y(Inchea)
h= H-x= (ground attaching) siz• Add
where H=distance from ground to center line
of top rail. 1y, ()) 5 t
h=length of post pipe r 1
64,651'h"1S1 5 I
&68 Ground Socket
r HAND RAILING up slopes where upright RAILINGS
remains vertical,i.e. ramps and stairways
(using types 29 and 30). Kee Klamp Fittings(sizes In Inches)
SIZE 6 (1") SIZE 7 (1'/.") SIZE 8 (114")
AIg
lof — —
IIj' Y Z XY Z X Y Z 2'/6 t Ye 1% 2ue 1% 1'/e 3'h 2V,
te -•- 2 1/a 1Y4 2'h 134 2 2'h 2'G
2o 2 1?'. 2 2'n 2 2'/. 2% 2'h
r— 450 134 1'/e 1'h 21h 214 21h 2'h 24 2sh
�I •�z9 �
UPRIGHTS
30 *Note:Dimensions u and w to be added above center line of top
rail,dimension H Dimension v to be subtracted from center line
ro of top rail,dimension H.
l
Kee K.lamp Fittings(sizes In Inches)
�, pr°un04.a —
Angle of SIZIF 6 11"1 1 SIZE 7 it%.") SIZE 8(1%.")
For angles between 30° and 45° Slope U V W _U V W_ U V W
'fables at right give details of: 30° 1'h 11/. 1 1 Y. 1% 11/4 1'h 1'A 134
O dimension x,y or z to be subtracted from — —
upright centers,dimension(L),tc give rail 35° 134 13e 34 21A 134 1 21/4 2 1
length 40° 2 11h 'h 21h 2 'h 2% 21A %
(ii) dimension u,v and w for determining upright 450 23A 13'4 Yo 2'h 2'/. 1S 3'G 2'h 1z6
length'.
22
CON
DATED
Washington
noun FIRE AND RESCUE
1
AAA Niaahlnptcn County Fire Cistrict No. t
City of Beaverton Fire Department
Puatatin Fire District
FIRE MARSHALS OFFICE
L Id
(503) 52.i-2469 POSTED:
OCCUPANT
CONTRACTOR BLDG. PERMIT 4
PROJECT NAME PLAN REVIEW 0
LOCATION{
JURISDICTION; 3= Be, 2- Du. 3= I:,C.r 4a= T . 5= Tu. 6= Sh. 7= Wi, 8= CG 9= WC 0= MC
1
COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL
Framing Separation Walls Sprinkler System
Shaft Fire Dampers (Overhead/Underground)
Alarm System Hood' Extng Systems Confereacp
Spray Booth Ceiling Cover ❑ Other
Date: -�'- C�_ `; Inspector:
�` CONCOLIDATED FIRE AND RESCUE
(*® V.ashington County Fire District No. 1
® City of Beaverton Fire Dep.rotim,nt
(� Tualatin Fire District
FIRE MARSHALS!OFFICE
' (503) 526-2469 POSTED:
OCCUPANT
CONTRACTOR (_ BLDG. PERMIT it
PROJECT NAME 7y /,.�7% 1 ��•_ )�\� .,�u/ ✓, PLAN REVIEW 0
LOCATION il ) Lc=r 1•�l(` >1� /��, _
JURISDICTION: 1= Be. 2= Du. 3= K.Ce-A'-w M, 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC
COVER FINAL / SPECIAL") FOLLOW-UP/REINSPECTION ATTEMPTED FINAL
❑ Framing ❑ Separation Walls ❑ Sprinkler System
❑ Shaft ❑ Fire Dampers (Overhead/Underground)
❑ Alarm System ❑ Hood Extng Systems ❑ Conference
❑ Spiay Booth ❑ Ceiling Cover ❑ Other
---
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Date: / -c) . ,� Inspector; �� ;�
�® CON50UFIRE AND RESCUE
Washington
County Fire DlatrkK No.1
City
Tualatin
of Beaverton Fire Deperhnent
Tualatin Fire District
FIRE MARSHALS OFFICE
(503) 526-2469 POSTED:
OCCUPANT Vl)
CONTRACTOR BLDG. PERMIT It
PROJECT NAME PLAN REVIEW 0
-OCATION
JURISDICTION: 1= Be. 2= Du, 3= K.C. 4= Ti. 5= Tu. 6= Sh, 7= Wi. 8= CC 9= WC 0= MC
COVER FINAL SPECI FOLLOW-UPjREINSPECTION ATTEMPTED FINAL
Framing Separation Walls ❑ Sprinkler System
D Shaft Fire Dampers (Overhead/Underground)
Alarm Sy,;tem Hood' Extng Systems L__1 3onference
EJ Spray Booth El Ceiling roger r l Other
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Aate: Inspectors