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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 --- > T 4 ` l r` a 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 A C-��-t a I' s hpx' yf�,o r - v Aate: Inspectors