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17005 SW 92ND AVENUE-2 �s 1 .. 06 _ JOB SHEE. 01SIM LUNDERVOLD ENGINEERS, I(v,^,, aHEFr do �I _ OF STRUCTURAL CALCY ATIoNS CALCULATED A_ DATE - --- -�_ FOR THE JIM LJNDERVOLD ENGINEERS, INS;. �7�`� 8040 N.E. Sand Blvd. CALCULATED BY �/ L t TED er _.-- PORTLAND, OREGON 97213 8040 N.E. Sandy Blvd. DATE • C/'1�1Tt POITLAND, OREGON 97213 CHEC"ED BY _ DATE (503) 284.6375 CHECKED BY DATE• COOK PARK EXPANS,1QN (503) 284-6375 SCAB E -_ SCALE 4/23/02 .. RECF O _ - — - - -`_ - ('icy of'I'igard .. CRY OF TIGA '(?R A. t (�i�c/� COvr 13125 SW Hal[ Blvd Ave. OREGON c N S'fE�;-�r C')DING D1V1�lON "Tigard, Or 97224 B&DING RE: Cook Park Expansion Pha:;e 11 A) C PICNIC SHELLER --Oww -cxP, /, �,,� i7, �a L ,/_ The City of"Tigard building Division hati reviewed the submitted building plans for the above "�"P� referenced address in accor',nce with the Oregon Structural Specialty Code(OSSC), 1998 edition and the Uniform Fi, .'ode, 1997 edition as amended by Tualatin Valley Fire& Rescue. >��/t/ C, f Plans have been submitted for the construction of four structures consisting of a Restroom 5AJO c,J 2 cS r S F �/ z x facility with attached storage, Restroom facility with attached concession, Maintenance building AJ and a picnic shelter. All structures are proposed to be constructio» is in the flood plain of the T +,s Z40 'IvaL•ttin River. PROfFf ' ;� . GINE f/ /1 0, 24- 5X 4�� � •xs fA�l � � I 1) Provide a copy of the parks winter shutdown procedure outlining theprotection of B t �J �i L �v 12" x -� g, s s mechanical, plumbing and clec:trical systems from flood waters: The procedure shall address i< '� _� each structure, contents and their utilities. fY �s rGo n,�q' 3 p`� 2) Elevation certification: A land surveyor, architect, or engineer licensed by the state shall LUNDE I I certify that the actual elevation in relationship to the base flood wit!,the bottom of the lowest ExPinofi pAfiE:12-3 -0 /LIQ/ N� 12�'�'1�� floor or horizontal structural member. A benchmark shall be set prior to construction.And d b b final 4evation certificate prior to budding final or occupancy- - f Flans have been approved subject to the items noted above. C ", Y 'e any questions regarding this review, please contact me at (503)369-4171 ext. 392. DESIGN LOADS Sine rely, SEISMIC ZONE 3 0 { C� t '-�� /A)�� �� CC c� /� ! WIND 80 MPH EXP. C 1 !G� SNOW LOAD 25 PSF aO ' D `7 1on�s O � _ �U � I Z Plans Cxarriiriicr F,0 x C_ JIM E. LUNDERVOLD P.E. Watkins.S upavisugInsprxorBuiIdin8 Inspectors OREGON LIC. 8170 (STRUCTURAL) EXP. 12-31-2000 Fle G s �✓ 3 I o(o C,a, X -� r �, l7"3�C�- Z r /. o 5(!;> 4 92nd Ave.,17005 � S I BUP2001-00051,PLM2002-00049 503)6U-277 13125 SW Hall Blvd., Tlgard, OR 97223(503)634-4171 TDD( 1 of 19 92nd Ave.,17005 _ 92nd Ave• 1 X005 2 BUP2001-00051,PLM2002-00049nd 2 of 19 /BUP20092U 051 ePLM2002-00049 3 of 19 BUP2001-00051.PLM2002-00049 a of 19 ,oB Coo r, JOB Coo,c 0••9�-,� - — JIM LUNDERVGLD ENGINEERS, INC. S . JOB �i l// 8 - T.ocs� POLEINC. S"�Tt1O - °F JIM LUNDERVOLD ENGINEERS INC'. �F sH1ETrro I 8040 N.E. Sandy Bard, CALCULATED By °DATE _ JIM LUNDERVOLD ENGINEERS, INS � �--- -----__�i PORTLAND, OREGON 97213 8040 N.E. Sandy Blvd. cALcuuTEoer Darn_ z00� 8040 N.E. Sandy Blvd. cucuuTEDBY_ �� _ — DATE (503) 284-6375 CHECKED BY DAT? �G�cJ�G S/>`�G7 PORTLAND, OREGON 97213 PORTLAND, OREGON 97213 - L- (503) 284-6375 CHECKED B� DATE (503) 284-6375 CHECKED ev __ _ DATE - SCAt.E _ P 0.5 k Applied laL"f3r111 force, kips &cA�_e sr.At.r - -_-- --- ------- - h 8 ft d stance from ground surface to P, ft q 150 psf/ft allowable soil-brg Table 18-•I-A, psf/ft — � (' b 2.00 ft 24" dia. or d>toggnal dimension of a 1.41 post, �L. �J�S/�r� �T :• : T/ C NtC, 5;rt-Z � (I est 4 .00 ft E.'`TIMATEO ;ejnkrerYment, ft 4 .00 for pressure �OOF SHEL7�� Constrained T � S a, Press [Ait:] ' c to converge Q �� - • SSD X L5 3 D ' S_3 600 psf q*d_est i 4 .25*P*1000*h/(S_3*b) 3 Er 3 � 2904'O � /(a.�p � v�, d^2 14 . 2 d�Su y � � 'x/r d-c 3 .76 ft depth of embedment, ft /1 r/ r OK Constrained ZJ / �� c 2 7(�d v 5 y 2 ' UNconstrained Press [Alt] u to cont►erge 7 S-1 200 psf q*d_est / 3 s 8 �O 12 ` �I'7 3 g — �:� =�pl � ,� I,� �c� L l,�• S� CO ,1,t,✓✓t J F7-4 - A 2.9 ft 2. 34*P*1000/(S_1*b) 5 d_u 6.72 ft A/2*(1+( 1+4 . 36*h/A) ^ . 5) r-- !7 NG UNconstrained / c 6 = (p (' s s c.t .-✓► E Sol L � ), r� oCoo X - - - T POLE FOUNDATION -- T.,ATEkI'►L BEARING TYPE FOUNDA'PION C,I rEY S11 1_-P 42,j •.) L o� 47V&f4. /.`� �� b Fa s, x ' ICE does not warrant that the functions contained in this template wi] ►)EeV L M-o e2 z S z meet the user's requirements or that the operation of the program will 4 ��� x �, / z 2 / t �Y w,�Xgb i1 be uninterrupted or error free. b a / P ��t=LEGTON Q 56e t�i7'L,t✓s, G/� T ST- See UBC Section 1 '06.8. 2. 1 NonConstrained, 1806.8 .2. 2 Constrained and �� Table 18-I-A Allow.zble Foundation and Lateral PvesLure for typical !fin / / � allowable lateral pressures. Iterate for an answer. Typically, vary the estimated depth d_est ` r7- _" SPS ' 1"l7-C /5i8s e5 - atz. ,1 , to be greater than the required depth for constrained or unconstrainec ' 6, 4 L conditions. If you have a maximumdepth which must not be exceeded, vary the width b. The math in this template uses the same approach h = ofr�� as does the 11997 UBC. > �Ox/Z/ 4-11 15 I� 5 YS Width b is the diameter of a round post or the diagonal dimension 1 r 7 tt s ,I_�OD t�,I- X- 9490 fox 5. /'S,4 z K �U�1 of a square post (or footing) . Hence, b for a 3'-0" round footing �pt 15 x 7 = l is 3.0 but for a 3'-0" square footing b is ( 3^2+3^2) ^0.5 = 4. 241 P * h = moment to overturn the foundation t 'A /' 5 X4-�w �v, `f" � � "'— u sE b -y - L /Z,5,< /99'75 cl C A = z J r 2 x 1s. �7 '� �, � " G -2- To print in Lotus 1-2-3 press / Print Printer Align Go Page Quit. Th. template is set-up to print in compresFed print on an Epson MX or FX printer. �o UBC 1612. 2. 3 states that allowable stresses and soil-bearing values s, N S5 ,yC C, may be increased 33$ when combining vertical loads with wind/earthqual �. �EpfH � C•EnJTerzL-/�� f loads or when lateral loads are acting alone. Footnote 3 , Table 18-I-� �H� D �,� 30� r2 allows a 100% lateral bearing increase for poles not adversely affects K by a 1/2" lateral translation at the top of the footing. Use judgemei O` g x 55 )K 3 c�Z � 02ndA-*.,17005 when increasing by 2x multiplier by another 33$. / �- 7 92nd Ave �f 19 a L d� 2 92nd Ave 17005 t' . BUP2001•Ii0061,PLM2002-00049 BUP2001-00051.PLM2002 00049 HUP2001 00051 PLM2002 00049 7 of 19 _ 801 19 ++nrv �w�w.. ...+.,n.n•..a+..w•�.,•, 92nd Ave., 170U5 BUP2001-00051,PLM2002 00049 8 of 19 +lwvtnrtr> r +n� IMW4,�4nbnMj�� -,nwa•wnM••n.Y . w3yNow .. ..,.. .. .".,._.,_,.,_..-...•.,,.•.••.w .._...... __......- ..� .� • .... .w.w.....r..,,a•wowwrr,r.r�rv .•„+w:.... .wn.,.o,s.ea MIYYi:s.4.•,iM!..,.I.r:.e�...at,rfu.e+llNltMla trn+rc.AN.'YrCU MfIWn1:l •iGt s+ :. . LEDI NLITYURIP CMo iOmm.1cM to t t 2 13 14 Ili! 17 IS 11 20 21 22 23 24 25 26 27 28 2I9 30 HOW • to lluaa Wl I �L�.l>►l I r �r c . .•4.. ,.. L H . .,y. rrw,,u � rte..,..,a a . r a , . •.+. . •+M W.' •rW A',•o.l'A.M• • W",-'• I,Ir'�iQMn - •y>M�1 �{!•.P.^"..•►a•• .. 4_.•m.nr �1w?M'�1 I NIM".Ir`�,.Y+ '.. ,,.,., Zy-.-f,.✓ .r n„Ire. nr.-,,,r• -r^ ,�+aWe•+vf'e+w.v,ywr+...., !r. q.•r ...• Y w . . roe_ - -- i�/C JOB C�bD�C _ �i'�'.>�X�= U w 3;1 No. __� • DF SMEr.T Ho.__ � 'v SIM LUNDERVOLD ENGINEERS, INC. JIM LUNDERVOLD ENGINEERS NC. T— of 3HEE.TNO. —__ � OF 8040 N.E. 13W. rau 4EDer �L DATE 8- Q .iIM LUNDERVOLD ENGINEERS, IN,'. CALCULATED er VL 8 ' Z�k�O 8040 N.E. Sand Blvd. _/ 7f17 X , 8040 N.E. San Blvd. DATE Y CALCULATED BY v ` pA7E �vv �/ 000Q �i Al PORTLAND, OREGON 97213 DATE PORTLAND OREGON 97213 (503) 204 6375 CHECKED 9Y PORTLAND, GREG N 97213 CHECKED BY PATE CHECKED Dv DATE 5 �.E (503) 284-6375 - (503) 284-6375 -- �- LI' tit SCALE _— ' .;CASE � _--.— 161 A/I i — A S J I�o < <j'/tZ" I ` IGR/IG Siy`ELTF �G�� �'�T�-�+C'. (��i �> L!f�/�O�T' C,4L�.!/v/iVs' ---- --- --- 1 c- 22. 34- Cay S, s 166 C�, �T x' J j 4x '7 30� I� L I . �7n� �a,• /�iE7�S �) �� • S o Fob r� M. • ��7 mor G���rs��2 /�ra�l w sel C-1 u, i f � LLI Cors, S 1 I r�1� UJx o ct) � Z 4, c x cil V ---- 92nd Ave.,17005 — —' SUP2001.00051,PLM2002.00049 yznd Ave.,17005 92nd Ave.. 10 of B 11005 BUP2051,PLM2002-00049 UP2001 00051,PL.M2002 00049 9 of 19 10 of 19 11 of 19 'MrY•T' M41M ',�.•. htr1. T Mn.. 92nd Arn 17005 BUP20U1-00051.PLM2002.00049 12 of 19 • LEGIBILITY STRIP omIn m. cITuIIIII�IIiIIII Illtlljllll�llll I111�1111 I'Ii�llll IIII�IIII IIII�IIII IIII�IIII 1111!11! j'llllnll Illl�lrilllil Ilr 111 IIIII!'!I II ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII Ills ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII li 2I ' 1 >� 1 l l _ 0 3 � ! ' � I � I � Ijli �l ! 10 1 1 12 i" 14 6 17 19 16 2Q I 022 22 24 25 26 27 2A 310 30 1•, 2„ f faf f f of HpHl . .oz l , I e �' ' ,t1�11�.a.1�.1�11►I on F -r S1 0 N E3 --�5 � .. . ---- ------- —_ -- -- D8 2 4-10-C2 LM "• 2 x 8 CEDAR FA60A IN5 x 5 x lig' �- ROOF LINE ai STEEL COLUMN CONC. SLAB �- 1, ' i 5x5x 4 C CN 3TEEL COLUMN W Ch ra 04 U :n LLL -- - >•- i?� � o /- PRESSURE: TREATED ARB MOUNTING gT DOUBLE-T4PERED PITCi�ED 4 CURVED c.� �1 BARBECUE OU NG FO., r > 3' o O.D. STEEL PIPE / GLIDED LA1"INATED PICNIC TABLES, SUPP IED BY CONTRACTOR (2� LOCATIONS TIMBER ROOF BEAT✓ SEE 3/DI - INSTALLED BY OWNER - Q F -1 4 a �- t CQLu LLj cL w - - -f- SLAB VALLEY LINE x -tea u- •- Z 0 LIN ILI ' a CITY uF TIVaNU i - --GC'NURETE SLAB ._/ x x (1 J _ � ;� � Approved ..�• / i---- /,/ CONSTRUCTION JOINT 4V Gond+Uonally/�pproveC --1 -4 CONCRETE SLABS 'n L s 'Er on+y the horM.as ''_3 X � t +I G �� r'ERf.1+'NO . I L_ ' -- r ,/ L_� See Let '•,AUuw TABLE ANCHORS i10 / DECKING (FOR ,' . 1 r U)/ 14 a 16' c/% EA. WAY --1 NAILING- SEE 1/D2) ,ob l3� LOCATIONS t3y OVER 6' OF COMPACTED nEE DETAIL- ?/D? I - � � GRr4%U-AR FILL �-3/8' PLYWOOD / ! ------ --- - -- SWEATHING ,D , - - _ STAGGERED �\ BA�ECUE MOUNTING POST /? ♦ O.D. STEEL PIPE � 4 � (FOR NAILMG SEE i 4 CITY OF TIGAHO �� �iL,l, a ,,��r,�� � (1) LOCATION ALL CONCRETE SLA B$ 7 \ I/D2) - - Apr approved ^' n \ 7-- �4- /� SEE 3/DI ��/ , r.ork des rLe.'.n • IF i TO NAVE A LIG�1T FOUNDATION BELOW PE;,,. " . r � ZroL. ORDS i,)MLANU, OkFGON � TL-10 BROOM FINISH (TYP) se.a 1-> i o� J/ C�- • ��v Job �pu: � V SY O--- ON I� 1� -J,�-----�- �--LL 2 x 8 CEDAR FASCIA CITY OF TIGARD , D5 I I i DS Approved. . . i "ondtl+onally Approv8a --- — --a+r---- —�'-- I 8-� `74 $-� _ I Irl---�-<D' `- a'-� —+►�+— -0 r _--� PERMIT N f _/y �AOZ - 8'-0' -- ►1 ---- —�--- ` 1 I r r 8-0 Por only they:ri.a 1— See Let !u � W 1 4 SPACES 8'•0' = 32'-0' '-0r ?'-8 l ' 4 SPACES +� 8'-m' - 31'-0' 1-•- ----_--_—_ _--------- -_ _—_ ___- - ACES N 84-_------ -- ------- l— — gy NOTE: E Lu/ I. PAINT ALL MISGELLANECx1S IRON AND \ ��-- •� -;"'"- �r`�`'�Jay ;Z�,:f�UIREO ( f I I p \ SPECIAL ifs_ F I CN I G 5�E�.TE R FLOOR I-- L,4N STEEL,GOLORa TO MATC�I THE BUTTERFLY I�N I State of Oregon Struet'-'T1_Spe ialt Cuda j I-`1 w ----- \�---_ ----_- I� --- I—� ----- ERFL F C 5�ELTER FR4 11NCS f'L�N _ [k / GAZEBO 0 ConcrOtO grid noinfcrcivi r-,teY+ 1 2. THE CITY OF TIGARD WILL SUPPLY AND INSTALL THE PICNIC TABLES � � n Boit-, insta"ed in Conc'Qtd AS FOLLOWS: (b) SIX PILOT ROCK, 8 FT. ALUMINUM TABLES, MODEL 0XT/G-8AL v � ✓-�^���\. G Sect, sting Concrete Frame S - (3) THREE PILOT ROCK, 8 FT. ALUMINUM TABLES W./ 6 FT, SEATS �'� n Re+n`nrclnn Steel 8 Y'rc�trnasrn(1 Steel Tendons MODEL XTH/G-6AL/EI NOTE: BLDG. FIN. FLR ELEVATION 17185' str+ictural WaiJ,ntti �- 3. THE CITY OF TIGARD WILL SUPPLY THE BARBECUE MOUNTING 100 YEAR FLOOD ELEVATION 125.73' S� r"1 H)il '��' SIJ�F-';_If:RS STANDARD 1 PRESSURE TREATED POSTS, THE CONTRACTOR WILL INSTALL THE POSTS AS Istr' ' RICDG4;,pC,ASuIN`t 1�1 DOUBLE-TAPERED PITC-PED SHOWN ON THESE: DRAWINGS. THE BARBECUE MOUNTING ' t CURVED GLUED LAMINATED HARDWARE AND BARBECUES WILL BE SUPPLIED AND INSTALLED �� �����J �p1 ' / r Re �ti?Er,UpLJ��TA •oncretf'j _ t TIMBER ROOF: BEAM (STO:,INED) BY THE CITY OF TIGARD, C s"1`' d(}rF'n�r"_QM0 - 5 12illillilljlll OWOSSO SLOPE 3 STANDING SEAM METAL _ - - - --- '_ --- gs, oriite:l r1d C404sons Tars a i _ _ _ `•o ROOFING w/ BAKED r owo ENAMEL FINISH (DARK 4 I r, tcrote Lvd�aE�a! IfL1SERT 7 GREEN) I - 1, c � I EAF' GUA`'�D' GL Da FREE 2 x. 8 CEDAR _1L -L111—AL L _ °IL4L�f°I` ig'4°� FASCIA (PAINTED) f 1; DOWNSPOUT -- ` -��--- ---- [�(11n9r Inepectlons ��. IJj `- \ PAINT BOLTS TO ur I � `- ' - -• MATCH COLUMNS (?) 3'0 O.D. AND (l) ?'i O.D. 11.01 \ / � I BARBECUE MOUNTINC:1 PIPE 1 -- TEMP. "X' BRACING I (PAINTED) VERIFY SIZE x `�- X 5 x 5 x �—5 x 5 x i4 StEEL C.OI.UMh SEE NOTE' ON SHEET D2 /� COLUMNS (PAINTED AND SPACING WITH / � � TEMP, 'X' BRACING "� � a I ` COLOR TO MA'TCH EXISTING PICNIC SIE!_TEi? -�` �� �� 5EE NOTE ON SHEET D2 /' Ict'�Q1 Y'R. FLOOD w 4' CONCRETE EU'1'ERFLY GAZEBO) -�� `1 / \ - TEMP. ')e' BR�%C�'NS i I i $LAB OVER COMPACTED DRILL i%' 4 DRAIN -- ` ®T / \ E, r � i 11 L - _ r �� GRANULAR FILL HOLE AT SLAB LEVET_ EE NO' E C S�€E? D7 r;. ---- 11 I I I - I 1—I ---f_-,__--- I FIN. FLR. 1 1 1 I I I 11 I FOR FOOTING, SEE I/D? i L _�� I I I I I I I � I i n I 1 1 1 � SET PIPE I I I I I I I I i r I - 1 IN 1'-0' # xL-, -• ,. ,.� L _ J L_ _ J CONCRETE --' L + LJ LJ L- -- J 'LJ 'P -30.0? 4 Or Pf CN IC 5�E T T >4 1T _�_ _-- ---_----- L ER E ,45 _ NG UJEST ELE\/�-Y r IONS _� Fl SMELT;R NORTH 4ND 50� 7T I ELEVATIONS -�Wr� M�L�LM 92nd Ave 17005 B11P2001 00051 PLM2002 00049 13 of 19 )f ,,)Pets �q-w'•r,Jd1r�N6'ftp4+:•..WYL•_hM+Wr.4tl.�.r^v+K^'U•NIY•MMYWH wa. ,.., d%W�►"MNIMIMMMIi1h '.�H11s ....._..— mow................ LEGOR TY STRIP I I n i n+l nil iil� I�u inl Ilu nll Til+ �,i� iiil iiu Iln nll nn InI Iln Iullllll Iulllut Il�llll i Iliillul nnl . C � � . � � i lul uu nlr lni nu lu1 !Iu uu nll nn illi nll ui� i • ioTO.i cm I 2 3 10 1 I 12 13 14 18 I7 18 !il g0 21 22 23 24 25 28 27 28 29 30 L NOW rr t0Z 1�U, . � I►�1 'i 1 M Y I Oz lr` 1M:fe'i;IIyy . ..p.j Y Oro:. r ;•, , r• 7p i. 3/8' PL fWOD 15HEATHING L'�14 ti'ISIOU S B' NAILED TC 1CQ[) DECKINGr-� DOUBLE-TAPERED PITCHED AND CURVED --- ' ' ' GLUED LAMINATED IMBER ROOF BEAM 4 - ' 0-02 w/ 8d � 6' ALLSIDE It's �'EDGES AND \ — �- x 8�a x I'-2 84 • I:' EA, WAY IN THE �..----- CLR PRESSURE TREATED (DE51GN BY BEAM MANUFACTURER > ��- BASE R 3�4 x lyse x I'-2' . SEE SPECIFIATION5 FOR DESIGN CRITERIA) rlE�LD \ 3/16�. -----_ - 4 3 x 6 i G RANDOM LENGTH - r- 5TANDING SEAM METAL I ___-12 6 CONTI'dUCXJS DECKING. NAIL ` l ROOF OVER 30' ROOFING __ _ SLOPE 3 moi—3'ANDINu 5E AM a. i � ,i' META(_ ROOFI��G TO GLU-_AMINATED BEAD 21 FELT I CN WOOD DECK ai 5 FOLLOWS: 8d 30 � cic l I --. " (NOTE: O5ET 15' IN ADJOINING I K a n COURaE5) END COURSE: I- 8d I - WITHIN 12' OF TWE END OF EARN ...... .. ID I , S: IV PIECE ON EACH SIDE. 2,� \ Ir ' 3RAKEF I RAC 5EE DET. I/D2TUJROUS O SLQ -DOL�SPOUT �� -AN STAIN AND SEAL ALL EXPOSED FACES OF 'i ROOF DECKING ANC ALL ----TEMP. 'X' BRACING ROOFF p�iE/�M5 I I ` \ ` —5 x 5 x 1/4 ' , SEE NOTE , , I STE=L. CCLU"-, ck: �. '14' SIDE PLATES I 1 1 CONTINUOUS --�- ,� CL w/ 4- 314' 0 M.B. .. I . ---- - U GUTTER 3.I to� -� 1 - I I I • . ".'-t'j' 1'I""'�-'� """-- s_ �- '•; o BRACKET FOR TEM=• I I I I I I I CL t. T I I I I I I I I --24' o x 4'-0' CONCRETE ter---- / FaRAGu�,s (SEE EXTERIOR I I 4 CONCRETE FLOOR SLAB I I �`�� / 2. •6 x 18' FOOTING w 2 x 8 CEDAR - � E-EvAT IONS FOR LOCATION) I I 'TTI I OVER 6' COMPACTED I '�"" � CASCIA (PAINTED) ! L _ J I L u J CRO55 BAR�5. � , GRANULAR FILL -'1 ELECTRICAL CCNvUIT PLACED 1 j IN51DE TH9 STEEL COLUMN. CUTLET TO BE LOCATED 4'-D'- ------ -- ABCVE THE FINISHED SLAB / ELEVATION ^ 7 ER CPC55 5ECTICN - � PICNIC �NELI �,, 0 4 I I • F+1R11 AN0. ----1--' �- '�-,-'— � • —�--- - �-\\// IIIIIIIIII I I IIj I �/\a .�`�—I1-IIIIIIII jI I II�----I;;II'IIIi�III11II II1II-;I;�II II II'I�I�1II 11I III 1IIIII / LAB _ Mid,,-- r - r•1 a Z a :.iL-�lI /Il/JiI r\\/\.r \.X r\/` .II:►�—_— • I�i S EA"' - � — ULW c� \O R��r�r �- �-E- - - —),-G—�1-' • — ,v N OF 2 x 8 '::)AR FAF)CIA ; �t1t _ --- PLUMBING LEGEND •: 3' W, SEE CIVIL AFF ABOVE FIN SHED FLOOR — - • •• CONTINUATION ARCH ARCHITECTURAL - (CW) COLO WATER < , ® BTU BRITOISNGRADE THERMAL UNIT - --' (HW) HOT WATLR CAP. CAPACITY (W) BELOW GRADE WASTE C.1. CAST IRON •- 1/2'\/ UP ON COMP. COMPARTMENT - (W) ABOVE GRADE WASTE aj 6, CONT. CONTINUATION �- TC-4 COLUMN 1 I I CU. CUt31C - -- V---V (V) VENT L "' THRU ROOF I DF DRINKING FOUNTAIN U o M DI DEICNIZED (WATER) -- RD (RC) RAIN DRAIN Q -q ,:j DIA. DIAMETE►x ELEV. ELEVATION (G) NATURAL GAS v > EWC ELECTRIC WATER COOLER >, FD FLOOR DRAIN - '- - '-' " '- (D) DEMOLISH, (R) RE-LOCATF � FDC FIRE DEPARTMF_NT CONNECTION U I I F.F, FINISH FLOOR (E) EXISTING v > FLG• FLANGE 0 i (� - I FT FOOT / FEET - NEW 1h'ORK G GAS GA. GAUGE C1- GALV. GALVANIZED �A' PRESSURE/TEMP RELIEF VALVE GPM GALLONS PER MINUTE s 3 GO I CO I G.V. GATE VALE �-OR +9- TOP CONNECTION go -'---- -- - - - - - ---Q - - HP HORSEPOWER � - -- - -- - -- - - - - - - I - 0 HR. HOUR -o-- BOTTOM CONNECTION INVERT ELEVATION FAD-i 1 FD I FD-1 kW KILOWATT 0_0 PIPE TURNED 'JP, PIPE TURNEDLAV LBS LAVATORY Q O I MBH MAXIMUM BALL VALVE UM MAX. --til-- CHECK VALVE THOUSANDS OF BTUs PER HOUR MIN. MINIMUM -{! UNION _ M.J, MECHANICtL JOINT _ N.I.M. NOT IN MECHANICAL OS&Y OUTSIDE STEM & YOKE DOUBLE CHECK ASSEMBLY ,. PROT• PROTECTION PRV PRESSURE REDUCING VALVE 3" RD 1 - - I NB-2 PSI, PSIG POUNDS PER SQUARE INCHXY-t EQUIPMENT PARK NUMBER P/T PRESSURE / TEMPERATURE 1 REQ'D REQUIRED XXX FIXTURE MARK RPBP REDUCED PRESSURE BACKFLOW PREVENTER - J` Al RPM REVOLUTIONS PER MINUTE (E) EXISTING TYP. TYPICAL - UR URINAL EXPIRES VTR VENT THROUGH ROOF " NOTE �) � WC WA TER CLOSET 09 // CONNECT TO EXI`;rIN' j CAP 3/4 CW - -- - --- _.L TEE 3" RD SEE SITE PLAN --J SHUT-OFF 1 \ ~ II \J VALVE —4..,,-_---- SEE SITE PLAN ELBOW FOR CON TU A TI ON FOR CONT, CLEANOUT 1-11 Cl) I— 7 1 PICNIC SHE! -TER FLOOR PLANPLUMBING C N '� ECTION SCHEDULE- - a X C) MARK FIXTURE W V CW HW - I,IARKS HB-2 HOSE BIBB - - 3/4" --{ DETAIL 3/P3 U n/ -1 FD-1 FLOOR DRAIN 3" - - I i. SMITH 2120 - LY_ }- OS DC'WN SPOUT - - - - S"� f`FTAIL 3/P1 - rr L q v ._r UTILITY VAULT (SYNERTECH) S1118D260A i SHUT-OFF VALVE Ip --�- - i I I I In - - - - - - - - BAR GR_ ATSA�N_VIE - --� -._- 2'-4" 5 _ 4" THICK, 4" WIDE �_21 CONCRETE COLLAR 1"WATER 3/4" -SECURE TO COL'. 1/2" VALVED STUB W/ THREADED ~ r WASTE _r PLAN CAP FOR DRAIN/FUTURE WEIP' ,,TEEI �RCP-IN BAR GRATE (ASTM AN _1 —) 6" MIN LND nARS 1/2'X2'CRr '; BAH:, 1/2"X2"A2"0/C __ GRADE I �-/ DNE PIPR0 FOTNTPIPE* 'JTIP�G �� I! BIKE STRAPS 1/8"X1" 2' 2'-0" MIN -0" I _- n I 1 11, nOO LB. UNI C^M LOAD INSIDE II CAI-ACITY COMPACTED 3/4" MINUS SLAB u1 ROCK 11 !' tIN ! !� � IV W1 , 1 1 10 GA. MILD STEEL, COATED ALL SURFACES WITH 2' MIN 111 U1�DISTURBEO A ''.1,4 TIC PAINT EARTH — —•- -- 111 4l I T►.E��T.� _ .. { i � 111 OR NO HUH CONNECTOR. SIZE AS REO'D FOR INDICATED PIPE (SEE PLAN) ErvT (0' - MIN. 4 CU. FT. PEA GRAVEL RECEiVEf� 2 CATCH BASIN_ CB - 1� _ - CI IY !j¢ II P 3 NOT TO SCALE UU,4TE R SN - C�� V 4U T l►Ar..; 1 �,.� � IIITLn1�1C; niVTSIfI. P3 ; NTS _ M .1 �j Consu �'r lt.inq Erigir rs jj[_; III 2007 5 E. Ash �t /� Portland, OIZ 97214 1—'�I (501) 234 0.541 .. INC. FAX 234 -0677 92nd Ave 17005 SIJP2001-00051 PLM2002-00049 15 01 19 i+t.'hd1��M.WWIp' .. .. tUM,MrNWHe�lrc,�a•.,•rn1!ylsbntrr.�Yl}IwYerw ,,:r40a.l .,. r.•.Y��s. .:.:.,.+.... _.. .y a. ... ,. .. .._..... ......-.-.-..—._._.—..-...._.. _._._—........-..�.. —. a LEOIISILITYSTRIP Ln' iillllllIll 1111111!111111111111 IJIIIIIIIiill illilllllllllllllllill�lllllllllllllllllllilllll I1111!IIiIIllltlllll llUuiliilliililiulliliililll f Ipwf"I cm 1 2 3 ° 5 r, 7 9 10 1 I lit 13 14 I!I 17 I(3 19 20 21 21f2 23 24 25 26 2'7 28 29 3C _ 1 OI Homo a I08 10*0 77 load I•„ tx, .... .:„.. s -. . ._-.,. � .: _ . . .,. t'.n'a?Lh!'f1�".�'ay .. . . -s r MIw ...+w„n.ww,r..urnr+.•Tarawea. !.r+e�,nM :vactaral�.r,�e,a+lYw:raw•uwd!'�NaMb+s�r�nt�cw�x+wr.]r.!!�r��M.".+nr..w,.�,.rwl•F�n.•r..,..2 ,r .,ti. wry+► wr,+.h - .. ,. .....,. .- .•...- .. ., ... ... ,»w.... , , r • \ ra F h: i y A I REVISIONS BY U (E) UTILITY VAILT � n (E) 1 1/4" G. 4 1' C. Cl- - -- ----- - -- - ----- - - -- --- •` >. 1 � CL U . / I x* 0- TO TO PANEL "A' IN BUILDING "A' VIA / EXISTING UTILITY VAULT AN5 CONDUIT. / UPSIZE CONDUCTORS TO KEEP VOLTAGE \ / DROP BELOW 5%. --- -}}�---1- -f------ ---��=�- --��1�----L �------- �I' � W.P. 22,24 'r �ONC. SLAB / I � ORE��ti . / J I x z � Lij CID / ( X RE6EPTACLE: 120/24OV, 10, 20A. (VERIFY WITH OWNER) _U j BOx: DOUBLE-GANG, 2-5/8" DEEP W/(2) 3/4" OUTLET5 11-2 i / ON BOTTOM. HUBBELL/BELL 05345-0 (OR A'PROVED). U 'Q I / / GO'"ER: ONE HOLE TO MATCH RECEPTACLE, DIE CAST — ;L 0- •Q / ALUMINUM, 5ELF-01-051NG LID. SECURELY MOUNT TO E L L G T r2 I G A L SY 1�1 BO` L IST I <t- BOX. HUBBELL/BELL *5034-D OR *5036-D. (OR APPROVED) � O "Po26,28 / Z O WALL MOUNTED FLJORE5GENT FIXTURE ® CEILING MOUNTED FLUORESCENT FIXTURE i •— 61 WALL MOUNTED HID FIXTURE 1A -- _ - ----- - - - --1 --- -_-- - c-•� $ 5 NGLE POLE SW.ITGH +54" A.Q.F. ' I BOX: DOUBLE-GANG, 2-5/8" DEEP W/(2) 3/4" OUTLETS ON TOP DOUBLE DUPLEX, RECEPTACLE +54" A.F.F. (U.O.N.) ON BOTTOM. HUBBELL/BEI 1 *5345-0 (OR APPROVED). COVER: DOUBLE-GANG, DIE CAST ALUMINUM, SELF-61-051N6 ® ELECTRICAL CONNECTION LID. 5ECURELY MOUNT TO BOX. HUBBELL/SELL *5032-0 (OR APPROVED) ® SPECIAL OUTLET +54" AFF Q+ DISCONNECT 5KTGH Q JUNCTION BOX (L� © PHOTOELEGTRIG SNITCH ELECTRICAL r !-AN - PICNIC- SHELTER 1 4" = V-0" 'd MOTOR ELEGTRIGAL CONNECTION E 6 (L� S+JRFAGE ELECTRICAL PANEL �— 0 C�ENERAL NOTES: PHASE CONDUCTOR I O "' NEUTRAL GONDUGTOR W A. TO MINIMIZE IMPACT OF FLOODING, ALL EQUIPMENT5HALL \ BE ABCv*E 3'-11" A.F.F. �100 YR FLOOD PLANE) WHERE P0561BLE. GROUND CONDUCTOR G.F.I. &ROUND FAULT I1iTERRUP7ER U W.P. NEATHFRPROOF A.F.F. ABOVE F'N15HED FLOOR Date: 1-30-02 Scale: 1/4$ " 11-04 Drown: N1f`IA ,Joe: 200110 Sheet: 92nd Ave 11005 E Io BUP2001-00051.PLM2002.00049 16 o1 19 Of Shoot@ 119 -01 .110.4 W"11110,14110010110 07-T _ ..... eLEGBITY STRIP Cr^0 1 2 3 a I' I I"'I VIII' II IIII,IIIIIQIU11111I1 I I1 I III 12 III1,�I3 IIII III1II 4O1CM 111 I 111"q�jI IIII I tlll I IIII I IIII I IIII I Illi I 1111 I IIII I(III IIII I illi I II11.I IIII I1111 IIfll I IIII'llll IIIII IIIII I IIII 1 IIII 1 IIII 1 sill 1 Illi 1IIII IIII►IIIIIIIII 1 11111 22 23 24 25 28 27 29 20 30 _ p 'y� s 01 "a" JH I s 1 on • q; �W it l Li� . ;lL1►.la'� �i l„11.1��1�1�11�1�1�11.(x. oa r • 'Ara TIPP y t� r�tV— I����`S 6Y 3/Q' PLYWOOD °J,4EAT1 kING DOUBLE-TAPERED PITCPED AND CURVED NAILED TO IJfOCjD PECKING 5'r;' SIDE R'0 1/4 x 8112 x 1'-2' GWED LAMINATED TIMBER ROOF BEAM I\ 4- 10-02 w/ 8.0 • b' ALL EDGES AND CLR PRE55URE TREATED (DESIGN BY BEAM MANUFACTURER �-' Bd I?' EA WAY IN `•�'E BASE 1E N x 1% x i -2 ._ 02 SEE SPECIFICATIONS FOR DESIGN CRITERIA) ? 4 - -)4 FIELD 3/Ib�\ 4 ---- 3 x b T 4 G RANDOM LENGTH -� STANDING SEAM METAL ROOF OVER 30' ROOFING -- _ _ - -_ SLOPE( 3 /'` TANDING SEM 0 CONTINUOUS DECKING. NAIL FELT \ METAL ROOFING TO GLU-LAMINATED BEAMS I ON WOOD DECK a� AS FOLLOWS: 8d • 30' c/c I (NOTE: OFFSET 15' IN ADJOINING I COURSES) END COURSE: i- 8d WITHIN 12OF THE END OF EACH PIECE ON EACH SIDE. ?'• _ , \ ` " 'n - BRACING BRACKET DOWNSPOUT �- TWO ROu1g OF - �_ -.- I SEE DET. 1/D2 -D w. SEALANT max ' STAIN AND SEAL ALL. EXPOSED FACES OF ROOF DECKING AND ALL I I � v 3t y ' - ROOF BEAMS j TEMP. 'X' BRACING ��- 5Tx 5 x '/4' - _— SEE NOTE 5 EE� COLUMN � I/4' SIDE PLATES W/ 4- 3/4' 0 M.B. \ _ CONTINUOUS " - C7 GUTTER - ' ' 0 BRACKET FOR TEMP. I I I I 1 I I I I I „4, r nGo - ---. x 4'-(� CONCRETE _ _ _ FOOTING W/ 2- 06 x 18 ' BRACING (SEE EXTERIOR � S I I � i 4 CONCRETE FLOOR SLAB � I i � ,��� T YR FLOO ELEVATIONS FOR LOCATION) 'Q' OVER b' COMPACTED CRO55 BARS. FASCIA (PAINTED) 115.13 FT.- 0 - - - - - - '1 - I L - J I GRANULAR FILL L - J ELECTRICAL CONDUIT PLACED i INSIDE THE STEEL COLUMN TO THE SURFACE (MOUNTED TWIST LOCK © RECEPTACLE LOCATED ABOVE THE 100 YR FLOOD ELEVATION OF 125.13 FT. _- ( c I I � (� PAINT BOX TO MATCH THE COLUMN. FOR ��CN I C 5 f 4 E L T E R CRC,5 5 5 E C T I ON �� . ELECTRICAL LOCATIONS SEE ELECTRICAL PLANS 141 I'-m. PHILIP R. (,U �' D2 Ji PHRILANQ OR[CP J ` or ON I Q 2 x 8 CEDAR Z FASCIA (PAINTED)I Ll � [� LLl W Lu (� 3/4'0 ROUND BARI 5 x 5 x Ix4' STEEL ?I-6' \\ // \\ // (FOR LOCATIONS SEE CCLUMN (PAINTED) I/DI AND 3/DI ; x x 5 r. 5 STEEL - RECESSED FOOTING / \ / \ COLUMN 'PAINTED) AS REQUIRED FOR �/ \\ TEMP. 'X' BRACING �- ' ' SEE NOTE -TE`1P. 'X' BRACING _ U EASE EDGE 3/ib SLAB BRACING BRACKET // \' // \\ ��� SEE NOTE (L a SEE DET• 1/02 RADIUS �- 4' CONCRETE SLAB � W/ 04 0 16' EA. WAYLLI 77 _ -*--' I I I ' i l l I I I I I 1 •I I i I ! I I ,� "t • • ! •I • I I I 1 I I I f l l I I I I 1 I I SLOPE PERIMETER U ; I I I I I I I I I I • "Q- -�- "p- '�' -� GRADE AWAY FROM L _ J L _ J L _ J L _ � L. _ J 5LA5 • I I i ; I L • • NOTE: a5I I Ir4I. THIS PICNIC STRJGTURE W'LL. BE UNDER . 1 I I I I p I p C WATER DURING A FLOOD. ESTIMATED FLOW b' COMPACTED I- I CN I C 5f 4E L TE R CROJ5 5E CT I ON VELOCITY IS I2 FT S. ALL PORTIONS OF T�.E I I I I GRANULAR FILL _ 3TRJCTURE MUST BE AB..E TO WITHSTAND ALL I I I I OVER ORIGINAL 1'4' i'-0' FORGES FROM THE FLOOD. TEMPORARY Z' COMPACTED I I I I UNDISTURBED SOIL D2 CONTRACTOR TO 5UPPLER.4CING WILL 5E U5ED, WIDE GENERAL ROQE GRANULAR FILL I '� - ABOVE TOP OF 1 I I 1 24' 0 MIN. FOOTINGWIRE ROPE CLIPS THIMBLES, HOOKS, ETC. FOOTING I I I FOR A COMpLE'E INSTA-LA''ON THA' MATCHES <- I I I I I THE EXISTING PICNIC SHELTER. �� Q • I I I I I I - STANDARD RD. FERRULE }-- I I I I 4 COVER A55EMBLY FOR 1 I I I 4' PIPE. ATTACH NICKEL SNAP LOCK u- I I I I BRASS SCORIATED COVER GABLE TRIM STANDING SEAM WITH VANDAL-PROOF SCREWS BY RODE METAL ROOFING w I I I I jI SUPPLIER / - T � -- (2) % x 16' CF4055 BARS 4 - - THROUGH DRILLED HOLES rt �� AT BOTTOM OF COLUMN - I ' .a -0 • �_ I I I ' ! CONTINUOUS --� I I * I I • ar z CONCEALED PLYWOOD I I I 1 a � - FASTENER -- - I ` -+ _jI / SHEATHING I 1 IL---------- -----1-------- / ----------------T-_ _ ? - ---- •`-- - 3 x b T � G (STAir'vED� -- x 1 3/4' x 4 '14' CEDAR FASCIA — L _ _ _ - _ _ _ _ _ _ _ _ _ _ ., STAINLE56 STEEL U-BOLT (PAINTED) •3E-2. w/ NUTS 4 PLATE •O' _7 a 4' t Drown ""JL'S � BEAM — COLUMN CONNErTIGN 2 PICNIC TABLE ANCI4OR F�45C1Q DE �, °c D2 D2 D2 A 92nd Ave 17005 RUP2001 00051, PI-M2002 00049 17 of 19e- S_ �N.4:-;r♦,rM4F+alvb!YN61YHip'KMM.f.'4..a.�^*rq'ik:}I!�!1?yfM4. ,re,ai(♦�MR cm, 2 c I ' jl lilll'II�IIIIIIII�IIIIIIIIIIIIIIIll 1j11.111111 III ^� !11111 III111111 IIIIIIIII III111111 IIIIIIIII IIIIIIIII 111111111 11f111111 IIIIIIIII Ilt�Ilil IIIIuu lullllll illllllil Ilillill Illlfllll r LE©181LIT1I STRIP 188 !!(111 11 1 ( ( 1 10M6 cm 10 I 1 12. 13 I4 le 17 le 10 220 21 22 23 24 25 2B 27 2E 29 3'0 - a _ _ _ r' >EI I 1 QI NON( 1 IOz :7 77 -77 "pomp, 01111111 1111.0111111110 0 N i' • it ,n f •• nre.;. ♦wn+xrMMRl1+«rt g„n .^atw .4!r�1Elk. . k• ' f 'T r r • • • REVISIONS BY -24-02 .. .. . .. . . . U (E) UTILITY VAILT CL: •� pn (D w (1E) 1 1/4" C. 4 1" G. t—— , ` • ----------- --------------2 C` V ��► - / cl� _. — ----j TO PANEL "A' IN BUILDING "A' VIA EXISTING UTILITY VAULT AND CONDUIT. UP51 ZE CONDUCTORS TO KEEP VOLTAGE 1 DROP BELOW 5%. l 111 ---}}►---L f--------k LI ---------�I €a. r,®22,24 / ONC. SLAB ANG I Nf rq /cy OREGON l 20 / AXP RES t?-31-7QU? / PROVIDE SURFACE E10X WITH TWIST-LOCK RECEPTACLE AT / ROOF STRUCTURE (SEE ARCHITECTURAL DETAILS). PROVIDE � Q_ / TW15T-LOCK CORD GAP AND CORD 51MILAR TO DETAIL 5/E2 / WITH THE FOLLOWING BOX/COVER ON THE END: til T— // RECEPTACLE: 120/24OV, 10, 20A. (VERIFY WITH OWNER) lj 120X: DOUBLE-GANG, 2-5/8" DEEP W/(2) 3/4" OUTLETS .z / ON BOTTOM. HUBBELL/BELL #5345-0 (OR APPROVED). 0 ,1 COVER: ONE HOLE TO MATCH RECEPTACLE, DIE CAST Q_ IX HUBBELL/BELL LL5 1W-7 LID. SECURELY MOUNT TO BO #5034-D OR 5036-D. (OR APPROVED) E:_E G T R I G A L SYMBOL LIST Lu Z p Q WALL MOUNTED FLUORESCENT FIXTURE U ' PROVIDE SURFAGc BOX WITH TWIST-LOCK RECEPTACLE AT CEILING MOUNTED FLUORESCENT FIXTURE ROOF STRUCTURE (SEE ARCHITECTURAL DETAIL5). PROVIDE WALL MOUNTED HID FIXTURE Ln TWIST-LOOK CORD GAP AND CORD SIMILAR TO DETAIL 5/E2 WITH THE FOLLOWING BOX/COVER ON THE END: $ SINGLE POLE SWITCH +54" A.F.F. )A BOX: DOUBLE-GANG, 2-5/8" DEEP W/(2) 3/4" OUTLETS ON TOP ON BOTTOM. HUBBELL/BELL #5345-0 (OR APPROVED). DOUBLE DUPLEX RECEPTACLE +54" A.F.F. (U.O.NJ COVER, DOUGLE-GANG, DIE CAST ALUMINUM, SELF-61-051NG 0 ELECTRICAL CONNECTION LID. 5E:CURELY MOUNT TO BOX. HUBBELL/BELL ►5032-0 (OR APPROVED) SPECIAL OUTLET +54" AFF Q� DISCONNECT 5WITGH Q JUNCTION E0X Q _ ® PHOTOELECTRIC 5WITGH ELECTRICAL PLAN - PICNIC SHELTER 0 MOTOR ELECTRICAL CONNECTION E 4" - V-o'• ty � SURFACE ELECTRICAL PANEL I— 6 t GENERAL NOTES: PHASE CONDUCTOR�_ NEUTRAL ,,ONDUGTOR W n TO MINIMIZE IMP,wGT OF FLOODING, ALL EQUIPMENT SHALL � \ � � � - BE AB01/E 8'-3" A.F.F. (ICAO YR FLOOD PLANE) WHERE POSSIBLE. GROUND CONDUCTOR G.F.I. GROUND FAULT INTERRUPTER H.P. WEATHERPROOF A.F.F. ABOVE FIN15HED FLOOR Date: 1-30-02 Scale: '4+' • I'-0' Drawn: I"FIA ,lob: 200110 Sheet: 92nd Ave, 17005 HUP2001-00051 PLM2002-00049 1R of 19 0f Shoots wN11MYMYM�:aSarngMIWICY!•+Moyw. •••.-n �.c IWIIIIIIIII '1� �! -,. NNifiMMiMAy rh•S��"e•+rr¢'�p _ ......_.. _,_........__.... _„�„� ;iii ....�, °..._..�._ „.. _'—"'-- LEGRULITY STRIP cm I i ,,,1 I _._. of nii n i ni, i inn nu Illi " t i 1 a �II 8 � I�, �I I I I � I 1 1 �ii�wul,lillunlun�ulllulllnulnlllnulllulnnluiillull�unn1!iillul'I. IiuIIIIIIIIniIIIIIIIIululilnullnljinIIllnIiiul 2 F3 9 i I 1 12 13 14 a 17 I� 19 20 21 22 23 24 2•S 29 27 28 29 30 O Om.l cn� 3 4 r► 81 1 I OI NONI 2f08 f I t 1 11 I O r -,•••ewffxrr,.pe . _:, ,,: .. - *.wrau:;*"�"�.�, AlM�RN+I•f,Rwn"• - m•Ia••••rt+MfKf;lal > ��� _. m •m.+, •R""�,+A"!r°i�wr•r rr•-•• ,�-•w -.. . rw• i i REVS� s B� 4- ^•, L r" 2 x 8 CEDAR FASCIA 4 :» .,. Lr ON og ca C CL Co i i i l a i ROOF LINE Gi -5x5x '/ ' STEEL COLUMN —GONG. SLAB 5 x 5 x 'I v �j STEEL COLUMN a sT '00/ PRE55.01RE TRE,:TED j DOU5LE-TAPERED U b --BARBECUE MOUNTING POST r PI''CF•iED GJR'�EC I y GLUED LAM NA'=:) � i 3 OD. STEE, PPE L PICNIC TABLES, SUPPLIED BY CONTRACTOR TIMBER ROOF BEAM c� SEE 3/DATION$ INSTALLED LaY OWNER a j c 0- _ o _ - 1 xI s SLAB VALLEY LINEow �. % FD tj CONCRETE 9LA5 - 90 x x x �, CONSTRUCTION JO'NT Q A N =4' CONCRETE 5LA55 r' 3 x b T / G Q TABLE ANCI4GR5- DECKING (FOR ° W/ 04 1 Ib' c/c EA. WAY (3) LOCATIONS NAILING SEE !/D2) OVER b OF COMPACTED GRANJLAR FILL SEE DETA`L- 2/02 3/8' PLYWOOD - - - I SHEATHING t- B ECUE MOUNTING POST STAGGERED I (FOR NAILING SEE -•, �. ., 1 T I PHILIP R. 4.L •� GD. STEEL PIPE 7 , (1) LOCATION /ALL CONCRETE SLABSI 42 1/D2) �S ! T 7 ® P� EE 3/D TO NAVE A LIGHT � � ° FOUNDATION BELOW BROOM FINISH -ATF `101 1Co l ® l l ® - � 1 rL. Al 2 x 8 CEDAR FASCIA 05 � ! � � � 8'-0' � 8'•0' � 8'-m' 8'-0' Q � 1 � ! — 4 SPACES • 8'•0' • 32'-0' I 4'.0' �„�'•8 ' �i 4 SPACES 8'-0' = 3Z'-0' _ NOTE: ° -r X Q p * I C T /� FLAN I. PAINT ALL MISCELLANEOUS IRON ANDSTECII }� I U 1 I- I�i� IC v��L I EFR FLOOR FLAW ALL ECOLORS TO MATL, NUTS, BOLTS, CHTHE � f- ICNI � 5t4EL7ER FfR I INC =14N W 1/4' = I'-2' GAZEBO 1/4' D 1 2. THE CITY OF TIGARD WILL SUPPLY AND INSTALL THE PICNIC TABLES D • �- AS FOLLOWS: v (b) SIX PILOT ROCK, 8 FT. ALUMINUM TABLES, MODEL 'XT/G-8AL Q (3) THREE PILOT ROCK, 8 FT. ALUMINUM TABLES W/ b FT, SEATS Z Q < S MODEL • XTH/G-bAL/EI NOTE: BLDG. FIN. FLR. ELEVATION 11150' /2� U 3. THE CITY OF TIGARD WILL SUPPLY THE BARBECUE MOUNTING 100 YEAR FLOOD ELEVATION 125.13' L� -- RC C= 5-=PL ERS STANDARD -- PRESSURE TREATED POSTS, THE CONTRACTOR FILL INSTALL THE POSTS AS I ' (_ �:-ASHING DOUBLE-TAPERED PITCHED ! SHOWN ON THESE DRAWINGS. THE BARBECUE MOUNTING ` �2> R ���4 CURVED GLUED LAMINATED HARDWARE AND BARBECUES WILL BE SUPPLIED AND INSTALLED / ' �- MET.:_ 50 .ANDING- 5E•;'�' 5 TIMBER ROOF BEAM (STAINED) BY THE CITY OF TIGARD. / ROC= '-,ER 30 ' ROO; 'rS i 12 FELT I I STANDING SEAM METAL 1 SLOPE 3 ROOFING w/ BAKED ENAMEL FINISH (DARK I T- • 1 GREEN) ! CONT ti��,,5 5 ER _ AA G.•:RG' CLOG =REE 2 x 8 CEDAR GJT'ER S�`5'EM, r— L FASCIA (PAINTED) \ DOWNSPOUT ✓ i ,3 '� u PAINT BOLTS TO 1 12m R FLOOv � i I - ' MATCH COLUMNS (2) 3'o O.D. AND (1) 2'0 O.D. 11.01 1 I - BARBECUE MOUNTING; PIPE "�1 TEMP. 'X' BRACING I (PAINTED) VERIFY SIZE o - 5 x 5 .' FEEL LL � 5 x 5 x �4' 5TEEL x X �SEE NOTE ON SHEET 02 rnI-.LIMNS (PAINTED AND SPACING WITH / TEM=. 'X' BRACING i I ;OLu IN Q ' COLOR TO MATCH EXISTING PICNIC SHELTER oo �� SEE NOTE ON SHEET D2 4' CONCRETE " � B�JTTERFLY GAZEBO) TEMP. ' ' BRA�,N!s f ' r SLAB OVER COMPACTED DRILL 1/2' 0 DRAIN ✓% SEE NOTE ON S�Ec' - w AR FILL HOLE AT SLAB LEVEL 'r i r GRAKA- 77. 7 FOR FOOTING, SEE I/D? L I I I i ° I ► I I I I SET PIPE I I , I I I I I I I I ° IN I'-V0X I ..II- I ISI �-- -•1 C L�-� CONCRETE -� L J L J �/4' ✓ i' PICNIC 514ELTER EAST AND UJE57 ELEVATIONS 3 PICNIC STEL tE'� NO�T4� ,4'�!D 5Q�T� El ;= v/4' ' O� 5 14I/ • ° • - - ------ _—--------------- ------- —---- -- —---- -_- - �.�rJ: 22112? 92nd Ave 11005 p1 BUP2001 00051 PLM2002 00049 19 of 19 Shee!s do IEObILfTY STRIP ---------- ----------_. ___ -------- ... ._ .....,.,..,. I ° I, I1 ° ni Ili(°i;iiI; • ,'"...`•'.. aw.;: • -- - nn Il,l ills �-., i11 jl"' i' I,II, nl°un�lll}Iin iiilllll�ilnlull�uulilu�nlilunlnll°li a02 3 4 5 6 7 8 10 1 1 12 13 14 18 17 18 19 20 2i 22 23 24 25 26 27 2B 29 30 •� 4 4 _ el js: ZI I 1 OI , MONI • ►OZ t d n Ot