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16200 SW PACIFIC HIGHWAY STE Y-2-1 ♦'. 1 Ei u, S, W, DURHAM kD. CO. RDo N0. 429 VICINITY MAP 'ri I 1 .( Y �� r` L,, E KING tt. ­M.41 _- - CIE 1 r SW DEI- I)K sm CITY S1 NU0(�,.V16�N_DR "-- VAULT �. , 38' m - .548.22' CI.. TEL C] `". 55.00' C1 � ��LF of K ST. --- -- --- — PED oTEL . __ mss (� 0 — - - - - -' ------- - — -- .-- /ll `I �.T I UCIY' E c`M WA1 IC tAAfi IC �_ !- ' '-"-�� L[L VAIAT i. � Y j VNJL ' wTR rte ( --- --- --- I secaE seN Po-e C= aOm m k JJJ _ u vAUL 1(IILL, co 4 0too; _ �Lidf.., u. -- - `M g 5 --- WASHINGTON — !l I � �' zw Q '="- ---- I I� - I I 1i�OLUiiiSY I TUAL --- IP LT LU GI Z U' LPS Y KENI 7 rlcK ,`T+_, °N // (tiBAN M W j t 1,.,• ' r gIISI l �_ Q �- `� 3,390 S.F. • E ,:rr a f ICI,S Y •, .�e& � _. /� � �( J47 l , T --- Z CD ;. E o •' y..fi Il �, —� > L 0 8 T i N L I I Q� 'n V ry sr NNE AY r wu wAi 011EE AS I � � rJ y.. � —,t1.S RIVER 'SW. 'joTle �s l s o°R'I. IN _ Y _ �• � I I I Ul � V McDONALD S T. 4,948 S.F. LP IP --/ / / / I J C8 PLAT' aFtLA l � : I LP I i r I 1 9 9 3 3 J 3 J J 2 2 2 2 I 2 2 2 19 /^\ r O LP ' l /Q C /! I O lP " � 0, �/� LNIERKING Ac LANDSCAPING �. JI �1 �0 //FH . lY -T 1 PINE F1! ` 1 E 7l Q PROPANE - Is altE� -- - i O TANK \ \ \ t ce — _ — _ 1 -J_:s , — —RAr� CENTER ,V C. L.S. I.S. L.S. 1. Lam. ,,.,.wu uu EN �\�I/�/ 0) 1-3 / o � OS D.S. S. JS 0.S. I /� 1J4 I W I \ \ \ \\ \ m / 4 LP �� SHOP l I > W a Uj ° PED o F/-- Q,618 S.F. 4,225 S.F. ( ^ V \ iv"J � O DAYS CAIR.E I I Q ,p ' ALBERTUN S 1,,74' S.F. I o � 48,843 S.F. RITE AID QW° � I LL-- = NOTT2461 S.F. — CIE C8 / _4 I GL i K3 v uN PLAYGROUND CB D.S. 5j LV 1 J LOADING von, / \ \ ® � i 19,731 S.F. ---`-- '— LOADING COMPACTOR � LP rnMis COMPACTGR I -- - `� I OT W -- ,! LP CO — I - - - — - — -- - -- — -- — — - - - - —_ — — - -- - — -- - - - - — — — — - - — 2 E1dCT CONN CON CONN VAUIi \ • \ \ ® I –IPF.D° u CMN I� �FIRF FIRE �li� I— FlRE�F�11 oED TtL yAI�jIC.j� LP 629.86' :0.49' \ \ \ / a � r 6' HIGH FENCE -J � — — -- -- — � I EASEMENT FOR ROADWAY 20' EASEIAENT TO CRY OF TIGARD (5TOrtM ORNN I b � 1 W.081I I - EM P.G.E. o I — •. _ 629.86, — — - -- - -- - - `E � ♦A r� fCJ 24.70' SF G CITY OF TIGARU CITY OF TIGARD •..'. CITY OF TIGAFip........ Approved........ .. .. . •' Approved. ..( Approved. ...... MARSHALLS 28.52' I Conditionally Approved.. ( ) ..�....... ........... Conditionally Approved.....................................( ). Conditionally ApproverJ.....................-.v............( 31,841 S.F. I For only thewQrk� �a�S described In: For only thew k as d�y ribed in, For only the work •descrii5ed i): 2- 900 - _ \ I PERMIT N0.bVY2GVt 6 PERMIT NO. �_.L[:l - PERMIT NU. .rpp d r N rdFollow... _. ® ,:D � / ,� � . I See Letter to:Fglbw.........................................( ;: Seo Lvttsr to: allow..........,.......................... . ,gee Lotter to. ......... ............................. o .. .... . ... .. ...1 ( l: �' Follow IF, 2r2w I�,t)Address: 17d_iS.[N_..mcar I C 2, 0 0 u c .2 f µ Job r Za0 $+•.� �t t c�_ > h Jot2 Ad re s: r J 1 Qu AN ! (R¢Gk_, Date: ^/'If -S Ety: —�� Oate: ? S By._ -_Gate:_ �' v I SITE DATA CODE REFERENCE DRAWING INDEX : °D 213.30' IARCHITECIUkk �AuLr� / �V4 ce ' r � I �° SITE AREA = 869,421 SF. +/-- BUILDING DEPT. : CITY OF TIGARD S,F I BUILDING CODE : 1997 U.B.C. 5D-1 REFERENCE SITE PLAN I r I� �, SD-2 ENLARGED SITE PLAN AND DETAILS a ` T SHL 28.54' LANDSCAPE AREA = REQUIRED: 130,413 S.F. =_- \ I SHL SD ��R TREE Q ® I �' I PROVIDED: 142,417 S.F. = �15,00% 16.38� ; rxCUPANCY M LS-2 NEW LANDSCAPING PLAN /c-1� w 15,041 S.F. CONSTRUCTION TYPE . Ill-N (SPRINKLERED) C-1 DEMOLITION PLAN r --- -- • --- 8 ,., ? -2 GRADING 9E EROSION CONTROL PLAN i2I BUILDING AREA = EXISTING= 176,119 S.F. 4-/- ALLOWABLE AREA : 54,000 S.F. C-2 V (PROPOSED PHASE I) NEW LEASE A = 8,000 S.F.I ACTUAL AREA 8,000 S.F. T G-4 UT LAILS ITIES STORM DRAIN PLAN m L�C : Q_ e ! Ir 204.7.1' (FUTURE PHASE II) NEW LEASE "B"= 1,400 S).F. BUILDING HEIGHT : 38'--0 C-5 DETAILS -_- �; \ TOTAL= 185,519 S.F. + - A-1 FLOOR PLAN/ NOTES & DOOR SCHEDULE Job NO: U1- 46 \ b PHASE I I I NO. OF STORIES : ONE r ` oe i I PARKING NO. = REQUIRED: 722 CARS A-2 ROOF PLAN AND DETAILS LOADING A-3 EXTERIOR ELEVATIONS . j l Date' 11--21-2002 /P J LEASE 1 I PROVIDED: 837 CARS A-4 WALL SECTIONS � ►"��1 • 1`.. PAT/ 8,000 S.F. - I M RETAIL: 3.7 CARS J 1000 S.F. = 5b0 )146-SDI { l! File: 0 1 !zpDAY CARE: 2.0 CARS C,ASSROOM= 20 STRUCTURAL LP BANKS: 3.7 CARS / 1000 S.F. = 29 S1.1 GENERAL NOTES DEC 3 a 200? DRAWN: Nr MCDONALU S. 9.9 CARS / 1000 S F = 49 S1.2 GENERAL NOTES ------ LEASE "A": 3.7 CARS / 1000 J.I = 30 CITY OF TIGARv CHECKED: cR ry / LEASE 'B 9.9 CARS / 1nrJ0 S.F. 14 S2.1 FOUNDATION PLAN / ROOF FRAMING PLAN BUILDING UjV1510N RS - S4.1 FOUNDATION DETAILS / "' - --- --- -- Sheet title TOTAL = 722 CARS S5.1 FRAMING DETAILS FERENCE DEFERRED SUBMITTALS: SITE PLAN --- M 's' BUFFER r 6' HIGH FFNCF - _. MECHANICAL, LLECTRIOAI_ AND PLUMBING f WILL BE BIDnER DESIGN. N r, _.— -- -- -- - _— _ - -- - -- --- - -- - - - - - _ - ---- TRUSS JOIST; SII«-et Number649.99' SCALE: 1"=50' FIRE SPRINKLERS FIRE/SMOKE ALARMS Pacific HhY. Y2, 16200 D- 1 HUP2002-00556, SIT2002-00038 1 of 16 NGTI%^.E' IF I HE PRINT OR TYPE ON ANY - --I---- - 1 - - --- -` ----j- I ---'I-1-1--1 1-1L---II1 III I_I.I_I_`-I_I_II-IIII-IIII II-- I III IJiI 111 (III I � ( I I Illi11171111111 II lIfIio F �00 5I 0 --- -• _ 3MArE IS NOT AS CLEAR AS THIS NOTICE, ��, 1 IT IS DUE TO THE QUALITY OF THE >; �z s3zL13, 9z �z sz Z ilz cz 8>< ! e [ L�i si 9I 6i tujT ZT ti T 8 j8 L a 9 �' TE z Tj ORIGINAL DOCUMENT cII IIIINiI �� I Ir I IIIII Ililll � IIIII III, �9ZIIIIIiIIIIII III �IIIIIIIII� I II II III I AREA OF REMOVED (E) PAS"NG ." o PROVIDE NEW COMPACTED BASE NUP RTO rTOP 1 I +�} �� ILI 1,' OF EXISTING CONC. CURB TO 4 MATCH (E) ADJACENT RAMP C' ° � SD2 ,'•" 4 � t.,. .>: 01 —� \6 Q �`' w I EXISTING V (E) i I DOLLAR TREE.01 8 PLANTER I o m _r 06 — / xN'syy/ //, C 160' 'sy cq w r' < s TRASH / TRASH ENCLOSURE W/ �`' z N a w d I- 6' HIGH CHAIN LINK FENCE s w p J ENOL. & GATES 8 � w � W w � Yi / o- -... --a- p 2 ,� C Q p h PLANTER, �ti 0� J W `- r pLU \. 61� 01 m Z - 2 W m z a - GUARD POST D2 �� rn > U �i U nj REMOVE (E) PLANTER & CONC. ^ N CURBS AS SHOWN- ADD NEW t- N 6 D72 PAVING TCH DJMPACTtD BASE (PHASE I) J 4" WIDE PAINTED r, d LO STRIPES ® 24" O.C. 90o I PROPOSED o ACCESSIBLE PK'G. SIGN 1 �6 I LEASE A LOADING z Q. I 8,000 S.F. (I CONC. WHEEL STOP D2 - - (FIN. FLR. ® 170.00; 1�{�5� 1�L�`�� 1' 0 00 r �0 18 INDICATES LINE OF SAWCUT & C.B. -(" REMOVE EXISTING CONC. SLAB nn — (E) CONC. CURBS, �s I i� RARKING & LANDSCAPING 9� • G' � G� DSS �QDSvG V� W (E) L.P. CONC. STEPS -� i's.S E S (N) �� ,ate ��� �N) �p I ' e 1 DETECTABL BOT70NS a5 PLANTER 60 �rO U, W ® 12" 0 C -TYP. O (IN BULD'G. CONTRACT) 166 w '� 16 ll3 1'IANTER a? EACH SIDE O COMPACT of \\ 3 - - - - cn EDGE OF E CONC. SLAB 9 is, (3) BIKE RACKS - �_A` W ( ) !. .,-- ..�_._. -- I ° .. i � / j � / X69 N / I V l L l I rn `J �. I I 6 -ole a s a�,a_a..o-a..Q_�.a ,°\66• � ,� L 8 6 5 1 --- - o-.6-0_o. 's TYP. -- z COMPACT f Q REMOVE/REPLACE (E) �`� �o• \___ __. __.. -_ _. .._._ __ _._. ', CONC. CURBS AS SHOWN ! i ' 7 4" WIDE PAINTED ^ SD /, EPLACE E) RETAINING WALL, RAMP-UP (E) PAVING TO .% �++ Q Ll.l - REMOVE/REPLACE ( FLUSH W/ TOP OF (E) CONC. SD STRIPES ® 24" O.C. 24' CONC. SLAB, STEPS, LANDING & SLAB AS SHOWN (VERIFY r Z GUARD POSTS W/ NEW PAVING ON W/ EXISTING GRADES) �./ = O REMOVE E PAVING AS REO-D. TO PROVIDE NEW 5' WIDE COMPACTED FILL TO MATCH Vr CONC. WALK ON COMPACTED BASE ALONG (E) CONC. CURB CONC. WALK 04 ® PLANTER IN FULL LENGTH a - o CONC. WHEEL cTOP EXISTING PAVING v (SEE FULL SIZE SITE PLAN SD-1) K' (TYP.) D2 EXISTING STORM SEWER LINE (SEE CIVIL DRAWINGS) C� �' CL (E) CONC. CURB - Fps S ST +/S ,S sso �_ -- -• ST W �sS (E) 6' HIGH FENCE F+ s S ST Q ss ....— ST------ ----' �' Tc A -- W Sr +� c ST c - - - - - - -- - - - - - - - - - - - - - . - -- - - - - - - - (E) FH (E) LANDSCAPING - - ..._ - - - - -. - - - - - .- - - - - - - -. ._.. - - - .- ._._ - -. - -. - - - - - - - - Qa - - - -- - - -- - -- - - - - -- - - - - - - - - - - - - - - - - - - - ra -- (E) 26' BUFFER---'--, 1 N PROPERTY LINE ._.. �� _ �. .- '-- -' SCALE: 1"=10' /5/8" DIA. STL. PIN WELD TO I/ " 3/4" GATE POST PILLATE- WELD CAP NUT TO PIN ASPHALT PAVING s.. -EXTRUDED CONCRETE 3/8" THICK STEEL PLATE I l 1/4- THICK x 2-1/2" ON COMPACTED BASE CURB ON EPDXY BOND / COPE & WELD AROUND I STEEL BENT PLATE POLE; RADIUS FRONT r I � � I 1D 3/8" THICK STEEL PLATE 0D WWEE 1" RADIUS (TYP.) -- - -----� \ - - ° o�P9 ` LD TO PLATE & POST----"' III / �+ RESERVED ��'� °°8 ° 'Vg° �w -_ 2 3/8" DIA, STEEL 16 GA. G,aLV. STL. SIGN / V°�° TH PAINTED 1 BLUE FIELD, REFLECTIVE WHITE SYMBOL ` I —'I` `TEFL POST—­""' OST ! 13 2' N"IRS-& WASBOLTSHE� / & 1" HIGH REFLECTIVE WHITE NOTE LETTERS. SCREW TO POST W/ -=1 - _ PROVIDE ENLARGED CONC. ARMOR (3) #14 X 3/4 SCREWS. (VERIFY t ��j CORNERS OF ISI ANUS ROUNDED CONCRETE TOP „- ____ N ,AP — PAINTED-VERIFY W/ STATE & LOCAL REVS.) - r--- DOMED COC 1 1 ! T IKI_ / PRIME COATED 6"� 6 EXTRUDED CONC. CURB COMMERCIAL GRADE GALV, NEW CONCRETE WALK �^ CHAIN LINK FENCE W " '''� 1;'2"-1'-0" TUBLAR STEEL FRAM \ - HEAVY DUTY STEEL _ P t,r+f �- ` / / VAN ACCESSIBLE „ PIPE FILLED W/ NON - BIKE RACK & BROWN VINYL h �/ \ I' i! SHRINK GROUT 1 I Un t I;, INFILL SLATS u"r a — 1 b PAINT PIPE & CAP (2) TEXT: ! COATS TRAFFIC YELLOW 6" STEEL POLE, I PER STATE ° '! FILLED W/ CONC. ACCESSIBLE I ( PAINTED BROWN / PIN N AP R T SLOPING G CO C. C 110 j Job No: C 1 46 CODE EO 5, d- '� , f' �r �� ! P�.ANTFR 4” CONCRETE WALK I PROVIDE COMMERCIAL GRADE i o W 6X6, 1,4 X 1,4 W.W.F. BARN STOP AND LOCKING " II I 7. 0 GALV. CHANNEL !1 ' / . SACK FINISH ALL Y�, x I Date: -1i-2002 I (CrND. SIM. 0 PLANTER) HARDWARE ti 1 j — EXPOSED SURFACES NOTE: AT PLANTERS ADJI T. (PAINT (2) COATS TRAFFIC " ��'' _ TO BUILDING PROVIDE 1 s" YELLOW -VERIFY) 1 DIA. CANE BOLT , File: 014'-SD2 2U.J I I I ISI---111 -III =I I I' I 111-�I I� 11=Z[-1 I' - EACH GATE TYP. -ASPHALT PAVING III 111 _(11 11�__- --:7 111 �� TI ..lII.-] ~ S�EEYE THRU CURB REPAIR AS RE(1'D. TIM ,iTl.IT T �� � 1 -(11= I ' REQUIRED ® EACH --- --_ � � M 8-O O.C. - 1 1/2" RADIUS COMMERCIAL GRADE HOWR DRAWN: �'1 `- - -_ 0 AREA OF NE N WORK I ° W/ WHEFL FOR EACH GATE 4 ACCESSIBLE APACE I i J N I W/ SIGN ® +4'�0° ° -T ° ON COMPACTED BASE - ° -- o 0 ASPHALT PAVING 1„ - �� � 11 i t 4. CHECKED: !ARK . tr .} I I b 18 0 CONC, BASE �r n PER A.D.A. REQ S. PLACE PIPE FOOTING �° ° ��°° ° s= o $ �O - * IN FILL ---- EMBED INTO CONCRETE ° ° ° ° _ ,_ o boo° o° o�°o 0 0 o (SEE SITE PLAN , OR % ��°c� $�o° ° �,(Q)_�< ,o, , , I_J L� 0 END OF SPACE Prot egC�t' -� - INTEGRAL WITH WALL O ° O ° f o ° o,gOo°� p hoc °o °00°l�l ��u�.I; ' J , - Sheet Title 6 °°�° - �°�, �°` �°r� FOOTING IIi Ulu !.u.'_l II_IIl�-7•�(j�-'[II _ - - - LOCATION) - --- �S a P� ', I ENLARGED ° NOTES PAINT INSIGNIA LINES _ n` ° TOP OF AVIN o SITE PLAN 4 3'_0° �, a °° AND DETAILS • , L_j(1-t' NOTE : 3 1/2 WIDE (TYP.) ---CONC. CURB W/ EXP. JTS, ° 1-1�2 m x 4" PIPE SLEEVE SET VERIFY LOCATION OF 1) INSTALL BIKE RACK AS PER R ° __� ° / O 18 CONC. BASE a• ° UTILITIES BEFORE 4-0 W 2 COATS BLUE & TYP. REINFORCING IN FILL • ° `� BARN GATE CANE BOLT 4" °'8 -' ---- 12" CONCRETE - MANUFACTURERS RECOMMENDATIONS >� ----"- - 8" � � _ _ -_ IN CONCRETE TO RECEIVE FOOTING CONT. #4 BARS M s (DRILLING FOR CONC. BASE 2) PROTECT BIKE RACK SURFACE FROM TOP & BOTTOM � . i%4r'AHOVENDONCRFSEEE�-- Sheet Number 3 1 DAMAGE UNTIL COMPLETION OF PROJECT. ' 1 ACCESSIBLE PARKING SIGN '2 GUARD POuT 3 BIKE RACK a ACCESSIB�_E PARKING SIGN � � _ POURED IN PLACE CONC. CURB �a TRASH ENCLOSURE GATE 1/7 -1 Q' ---- � ---- g� ��„ 1.-�1,l _ 2"-1'-0" " -0" Hw Y2, iB200 SD=2 X71./ 7" 0" Pacific v LiuF�zooz oo5ss :;Ir'zuo2 0��o.1a 2 of 16 NOTICE: IF THE PRINT OR TYPE ON ANY rl l- I I ► 111 I I t 1 ! l I 1 1111 I I I ! l t 111 III I I I I I I I 111 III 111 I I ! 111 III ! 1 1 1 1 1 1 1 (1 1 1 1 ' 1 11 111 III 11 ! 1 !11 III 11 ! III I I t ! I I I I ' 1 1 1 III 11 1 111 I I I I l I l j l 11 III I I I I I I I 1 l 11 l 11 1 1 1 1 1 1 �UC) IMAGE IS NOT AS CLEAR AS THIS NOTICE, �- 1—I I -1� -- - IL I--I-Il �- I�I`�L- I I I � _ I_ I_ 1. 61 �..-I _ II---_ I _I $I I--- I -I1 I -� 1UL-----I--1'11--I -- L-- I�JC /Yl- J IT IS DUE TO THE QUALITY OF THE _ _ ORIGINAL DOCUMENT 1 87 8G `I� 18 Z-_ _ Z fi £Z1 Z 1[ Z ]1 ,0)7 6 i II R [1 G l I�T 9i �fit�1 I£t Zt [t I OT f 8 I �llltilll .IIIIIII�IIIIlllll,ll lI,IIIIIIIIIIIIIIIllllllllll►1111 Il,il,llllllll►IIIUllI►h illlIllllclll►Ill IIII 1111111111III�lill IIII�II IIIIII�III IIII I 1111 I dye =:� '�► f� �,��N r 1 11000 In pN / c W ro � v � 1- W � CID rB LANDSCAPING; PLAN C 1" = 30' v- m LS2 3 0 U. Gr r U Q "' 2 NGTF INSTALL TREE PROTECTION PHASEII # PHA'5E I MEASURES AP'P'ROVED BY - CITY FOR)=S fER TO PROTECT (E ) FIR TREES IN THIS AREA- . I • 7Q711 -7 -7'"\- =\ 7 \-7\ 77 \-7� -7 C `� �0 I .�..00I EXISTING \ • II.IN DQLLAR 0 zeo" FIR, ^At ,,..,• 100 �;� / ��, - 3 !. i • v1. l5 I / / / / / / / ,, � 1 � 1 Wh r / (A'k"�,1�1..+G1.iC.., •-T�a � � QV cro LI , , i fri�1 1►d''� f, 1 L,�.A. l" M p1.ka. 5/ 1 �:,l�WM ►`Jrir.lh (,' SC2rY. 1 tXr+' G� x lc� L ' Hr-f,\� 2� + G`._A.Q .t*.p-Y?- I _ �, ,rL I0` ���-;- ,- ( . l_►•� ►O v 4LU -- 11 l�1.+�1 , ti V.1�..�__:J;HI`>`7 h!"y;;l�hr-- •. �•1 ��Y� t1`� '� / �I►2 !O' _ I i- , ". t __ r':i VIS t► NI r �.r /�� CL LL 1 �� '-2`�' I • ,r-t-• r I v ♦ \ „ ... I_�_ ) f�. I if!. ._�.it_.�L�_!fZw Q 0 _ 12, s _ I- I ,r. 1 w-►�',. rte:a`� � e a — -- - - - - - ----- - - / .- ,- --- - - - - - - - - - - - - - �! F�- � _ _. _1 L' I�I"fit L71r•�. . l D�-_ 1%'I rG 12..n r to! t-V fJ rare. 12" -� . / -:j . U. 'a.X�►ax�..- t O '�, �•=�t? I Ca ( G ►�Y�. 1�' � �I G,t.i'c...... t','1 r:a i�v.�. ::.y' i f NOTE : ALL PLANT MATERIAL,5 NOTED IN SOUTH AND E.A5T PROPERTY LINE BUFFERS ARE r-k$TING — TO REMAIN LANDSCAPING PLAN IN ►�L,4c:.E . S2 1" = 30' PROVIQE NEW IRRIGATION TO ,ani.'_ nlEW ``. LAN05cAPED AREAS _ SIDDER/ DESIGNI ` VERIFY CONN ECT Tp (E ) SYSTEM A5 REQ D. A. PLANT LIST Symbol No. Botanical Name Common Name Size x. � • A 4 Acer Circinatm Vint Maple e 8-10, H 1 Acer Rubrum Ann ... 'i Artrutro Red Ma � ng plo 319cw. �►'�"A: n C Arctostaphylos�jva-Ursi Kinnilinnick-30 o.c. lgal. D 23 Buxus Micro. Wintergem Boxwood Sgal. M ,,, ,► P� �.+ E 4 Chamaecypans Obtusa Hinoki Cypress 7-8' 1 I Id M- was F 3 Euonymus Jap. Golden Same 5 Nl G41AIN WOOD SLA' G Festuca Glauca Blue Fescue-24"o.c. 1gal. H 1 Ivi i;a Californica Pacific W yr ac axmyrtle 5ga1, s I 9HOPPIh1G cEWSR 1 5 Piens Jap. Mt Fire Mt. Fire Pions 5gal. o KW'E WA'( J t t Prunus Laur. Otto Luyken Otto Luyken Laurel 24" 5 K 6 Rhododendron Anah Kr schke Same 24,; Job No: 02-39 L Sarcococca uscifirsha Same-30"o.c. 2gal. � ! Zvi I Viburnum Davidi Same Sgal. Date: 9 17-200? N 13 Viburnum Tinus Spring Boikquet Spring Bouquet Viburnum 5gal• POPP +v 0239-62 / DRAWN' t ' 1 I M0131L HOME ° ,,•,;aF.: i1�1 CHECKED: RRA Sheet Title 1� NEW t LANDSCAPING w--- E PLAN 'rRo� RT1' UNE L.I SCALE: 1" -30 . . __ Sheet Numbe" PROPERTY CROSS SECT ION —^ Parific I-Iwv. Y2, 16200 ,,1 BUP2002-OG556, SIT2002-00038 LS2 3 of 16 NOTICE IFTHE ''RINTORTYPE ONANY ��� ill ; II III Illlill ISI I I III III IIII I 111 1111 L -l----l--- --l ---I---I -�I ---I IrITJITTlillllVIII I IMAGE S NOT AS CLEAR AS THIS NO"ICE, 4 6. 10 " ) -1----- - �-- - IT IS DUE TO THE QUALITY OF THE No 3e III.IsIIIIIIIeII lzII Iz Ig�z I �z Iib tTz z t�z o z s� IT I � I8� 1Ilt i Et � ► � ls 1191ORIGINAL DOCUMENT I(II11 11ill I IIIzII1lL- IIIIIIII�IIIIIl T1II11111I111I L1til1111 9 1b ll11(1i1sllllI llll�llaiu�!�u�lt�l7�1�Yl1'iM�� i LEGEND: EXIS-I1NG SEWER • MONUMENTS FOUND AS NOTED EXISTING FIRE HYDRANT —ST -- EXISTING STORM 4 SITE T.B.M. AS NOTLD p EXISTING CATCH BASIN —W - - - EXISTING WATER � EXISTING !,GHT POLE ® EXISTING STORM MANHOLE -- x - EXISTING FENCE EX!'TING POWER POLE & EXISTING SANITARY MANHOI (XXX.XX' EXISTING SPOT ELEVATION E) EXISTING WATER VALVE PROPOSE[ ASPHALTIC CONCRETE XXX.XX " PROPOSED SPOT ELEVATION p EXISTING WATER METER NEW CONCRETE SURFACE LEXISTING CONCRETE SIDEWALK � EXISTING STREET SIGN --XXX— EXISTING CONTOUR EXISTING TREE EXISTING CONCRETE TO BE RFMOVED —XX% `- PROPOSED CI.NTOUR (1 REMOVE COLUMN 12 EXISTING CONCRFTE RAMP rO REMAIN REMOVE BOLLARD —SA '--- PROPOSE(. SEWER 13 EXISTING ADA PARKING ® PROPOSEC STORM REMOVE DOWNSPOUT W --- PROPOSED WATER REMOVE CONCRETE - - EXISTING FENCE STEPS, LANDING do RAILINGS � SILT FENCE REMOVE STEM WALL / / © REMOVE POWER CONDU!'f 0) / / `.' REMOVE AREA DRAIN 0p)1 I cn I AND PLUG do DRAIN J / OUTLET I I REMOVE CURB I REMOVE EXISTING I TEL JBOX / / CONCRETE SIDEWALK i0 EXISTING CURB TO 1 12 RIEMAIN 13 11 MATCH EXIST. CURB ON VAULT / / LANDSCAPE ISLAND WATER , 233.30' VAULT ` / 4 . ° TRANSFORMER d I C7 C� CONC. PAD y / l II - I SEE 28.54' I L , SHEET DOLLAR TREE � �t , / / I � — w. 1, n Q� �8 F '�� / � MATCH � �,'..l 4 � S. F. < � N I 0. I l 11 .o. / / / EXISTING � � , .� ., / I SIDEWALK _J �- U PROTECT Q - s �..M EXISTING / \ U 0 I U"M \ \ / d L1`i J TREES -Fl 1 f I r � r z f �`. / '% 1 / 204.77' - ti.aP / +. °. .� .. ° _,XF d e e 4"M '� ..y. � ° ♦ •° v . . d: e q. °. a .° e. < 'e; Q . ° ° ° d r .-. .... .. a ° ,O . '♦ e d •4.. ° e d e ° ° v o e VL d. :.• °.. ° :♦ .. ° • ' eA AREA (?RAIN 7 a a 4 2 / / 1 :...... SAWCUT LINE :....� : :: ' a 0 e °' a4 WM _ / / 1 I I : < 4 '° 3 °,e v. . OA a: ° °. �v . ..... ..... Y . . • °• ° R 6 D °°. . ............ ! f 'a ► d 4 •4, , `�/ 3° 4M 1 60 SAWCUT LINE / / CONC. a d :e • e , y ' 4 I / WALL ° •e A .�.°• a dd •° v :� •• e.(7 v d •� ded ° A. 24"F\ / F . '4 \ i / 4 e Q . ° : ° ° °.. 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DRIWW BY DATE 3111E3T;'I'I�L DEMOLITION D 3YY ttE':'T9ION BY APPkOVED DATE I %�� CHZCMW DEMOLITION PLAN � p0 P 'U' JHH 10-14--0 '� r J822-1 r_ T r y £C V I F UJ S M 12 23-0).• \� G N fF � CCF _._� : ,18 21 C 1 X692 ec TITLE SCAM -- •--- J I ` 3737 S.E. 8TH .AVE., PORTLAND, OR. 97202 FOR. STOA INTERNATIONAL EX A 20' 0 PHONE: (503) 235-8795 TI GARD TOWN E S U AR �C y 14r 101 ,�cT' Pacific'lwv. Y2, 16200 FAX: (503) 233-7889 �- Cl Mc�.M�n EMAIL. ztec®ztecenginee�rs.cOm TIGAR , OREGON 9UP2002-00556, SIT2002-00038 4 of 16 PLOT DATE: DECEMBER 25, 2002 ZTEC CAD FILE: J822--1 .DWG --___ ----�— _r_-------- _ EXPIRES 12/31/2002 ..—_. ___ - --- --- -_--_ . - _----- -- -- ----- •---- __— — _.._._- _ — ---. NOTICE, IFTHEPRINT ORTYPE fONANY 'll !l ' � il � � ' I !I ! I ! I ! I ! I ! I ! I ! I ! II � �! i ! ' lllll�',!I ! 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' 1 / / ! • a $ •fid , O `Or"SDI� CONC. j•:': �• ° Q.a °..e4 ; ♦� ° F.F. 170.W,'• ad. •w• d e.. y, • Lf) , 4 , i ..... WAIJ. %.'. ° .• a • �d ^'° •d a Iv •e 'a• , � :', .� �♦ 0.', �' n yr O �, ,Oa • • ° y C.B. RIM 102.15 1 e a - d yu d• 1 ' p I.E. 159.4 / d °`° AREA DRAIN 1 v + :,j: d • e d : .8,000'(l ..s 11. a' a' a d . a ; // RIM .�69.32 •a �. Zey6' �. '.•i.•. /•': '.%'. '.,'. .%'.':.'.'.'.'.'.,. ° �' RIM 160 70 �• / . C r• :.: I r .'' :: : ::': M«,rww .waeerw: wwr.wr. .wwerr: .waver w. 'AMIMMMh' :�NIIMWe.' MMMMM►' '.r.iwer. 'ewwirr .wMwr ° e 3 AAS : / / (FULL) � .MMMMMY. .MeMeMUt. �� n ° t i v; 1 y i / ... .. ... ........... .. ...:. .. ': r r . ... .... ... .... .. ............ .................. S.. ... ..... .. ...... U # s i . . . . . . . . . . . . . 3 6 — — — — _ — — _ / SAN. M.H. _ — "'- - — —A - - - - - - - - - - - - - - - - - - RIM 163.31 tic _o = SA —g -- 5s �\— — S I.E. 154.91 LOUT _ yy W — STORM M.H. W / ;q -- - - SA -- SA SA - -y _ - -/ - - 8 D.I. - W - - W — - W T _�T__� RIA! 169.32 _- _ - - - - - - - - - -- - - - - - - -- - `'' - - - - - - - _. - - - - - - W - - - - - - -- - - W W W 18' CONC. ST ST — - ST I.E. 154.72 - - - - W - - --� - W - - g" 0.1 W -�- W ST ST - ST ST 2 4 C.B. 2 C.B. � C.B. RIM 159.83 RIM 162.32 - RIM 163.79 I.E. 156.23 I.E. 159.02 I.E. 158.49 3 Ll-1 Ol V STORM DRAIN FOR Q INSTALL 6' INSERTA-TEE 0 REMOVE EXISTING FLOW THRU DOWNSPOUT COLLEC'f10N CONNECTION CAT(,1 BASIN. INSTAL I. 60" DIA. I.E. 159.72 WAIER QUALITY MANHOLE 0 CONNECT SANITARY SEWER RIM 162.77 In INSTALL 3/4" DOMESTIC NEW PLUMBING 1.0 Q I.E. 159.1'2 WATER SUPPLY EXISTING BUILDING SYSTEM INSTALL TRAPPED C.B. 3 CONNECT V SEWER © AD�iST EXISTING RIM 162.751 (MATCH EXIST. A.C.) GRAPHIC SCALE O 20 Q 10 20 �0 8U SERVICE TO EXISTING MOVE OUT Or NEW GRADE UDE 8" I.E. 161.00 CLEANOUT 0� CONNECT TO WATER QUALITY M.H. V REPLACE EXISTING CATCH BASIN ( IN FEET ) WITH TRAPPED CATCH BA`!N 1 inch = 20 ft. DAM IRUBTrriz s,►u REVISION BY APP>ROVO DATE �`➢ p��(' JHH 10- 14-0 UTILITIES & STORM DRAIN PLA J° �° J822-1 REVIEW JM 12-23-02 G I Nr UHMUKED CCF N DWG NO.: J8221 C 1 1 1,11 Y REE 969 S ! TI77.E 373 7 S.E. 8TH AVE., POP T LAND, OR. 97202 FOR: STOA INTERN ATI ON AL EK A ,M=20' CMCKM 0 PHONE: (503) 235-8795 TI GARD TOWN E SQUARE v�ro Y14 ��v��� FAX: (503) x:33-7889 TIGARD, OREGON BUP2002r00556,IT200?00038 C3 MCL.mI EMAIL: ztec®ztecenglneers.cem 5 o 16 XPIRES '2/31/2002_ _ _ — - �_ _ -._� _ _ - PLO1 LATE: DECEMBER 25, 2002 �ZTEC CAD FILE: J822-1 .CWG -�" -- - I _ ► - - --- - - - - ---- - - NOTICE: IF THE PRINT OR -iYPEONANY f I l ` � l � III III 1 ! 1 ' 1 ! 1 1 III III III I I IIS III III I�I' lll III III 1 '11! 1 ! III' lll III III III li ! I I III lil lil ! II III III III I I III III I �Illil III � III El I I I 1 1 I I I IIMAGE IS NOT AS CLEAR PS THIS NOTICE, � �� 6 SL 1UI 11 _-- 1 � 7 t I IT IS DUE TO THE (DUALITY OF THE � T No 3e =" -- ---- -- - --- r - -- - -- _ r - -- - - -- - -- - - _ ___._.T - - --- - 1; Z T Z 0 - 6 T. 8�1 L I 9 . 9 I 6 i >;1i Z T T t��I T 6 L 9 19 I �1b T' LORIGINAL DOCUMENT S Eiz 9z Lz 9z ! z ib�z ' 1 7TI �� x1 'I '� IIj1p I � J I I I.11JUW.ulllllllll" ll�IllllilililiIIiIIiIIiIIl�� ilillu�ii,il� iii<ii�i11111111iiliiili,l���. ,iiiliiliili►illiiili I,II IIIIIIIIIIJIIIIIIIII�II IIIIIIIII IIIII ►II lllllli 11.11lilllll�i IIIIII, HILL ► lll�,lll llll� 1 Llll(IIII�N i� Ilii ! r EROSION CONTROL NOTES: - — A. APPROV)-.I OF THIS EROSION, SEDIMENT AND POLLUTION CONTROL PLAN (ESPCP) DOES NOT CONSTITUTE AN CATCH BASIN GRATE wr�££L WASH AREA (IF REQ`D) SD' VIN (20' FOR J �!r 2 FM//LY HOMES) APPROVAL OF PERMANENT ROADS OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, S/LT FENCE (SEE S1Lr RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC... FENC£ DETAIL) ) _ r FILTER FABRIC B. THE IMPLEMENTATION OF THESE ESPCP PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND 0 MATERIAL UPGRADING OF THESE ESPCP FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL S FILTER FABRIC MATERIAL USE STITCHED LOOPS ~ CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION /LANDSCAPING IS ESTABLISHED. Z 35' WIDE R^LLS OVER 2"x2" POSTS CATCH BASIN '` • '�"� �-- SUSPENSION CORDS/RODS . p rn C. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEAPL Y FLAGGED IN THE FILED {F fi -— :•' ,, OVERFLOW 0 PROPERTYJ PV /��S ✓ 'G�ORA INA C r'RIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED E I CLEARING LIMAS SHALL B" PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THEC14 FILTER SACK bc it•, Y APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. p :y y � t_ m ''T FULL M90TN D. THE ESPCP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING n .I b� '/ " } OF ENTRY AND GRADING ACTIVITIES, AND IS SUCH A MANNER AS TO INSURE � T>i /�// /�' ''� TE RE 1HAT SEDIMENT AND SEDIMENT LADEN � 1'r1 �/` � �`���; • �' �,�m `•-+-�-�=}��`' �-- �'� � WATrR DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. \�-- ?o' MINIMUM w/OTN �,' 5jp �` 11 / SIDE VIE�d INSERT SACK ` ,, SID. CURB E. THE Ek-'PCP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE D SIDE VIEW 1 FRONT VIEW CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESPCP FA(;ILIIIES SI;ALL BE UPGRADED A; HEEDED FOR � z UNEXPECTED STORM EVENTS AND TO ENSURE THAT �,EDIMENT AND SEDIMENT LADEN WATER DOES NOT GRAVEL CONSTRUCTION ENTRANCE LEAVE THE SITE. 0 GRAVEL CONSTRUC77ON ENTRANCE i (MIN. 8" 7YPICAL) STANDARD CURB GAP FOh' DRAINAGE � —' _ ANGLE ENDS OF FILTER FABRi: FENCE FLOW DIRECTION ;�,. .=� v`�wOODEN ROMP F. THE ESPCP FACILITIES SHALL BE INSPECTED DAILY Bl THE APPLICANT/CONTRACTOR AND MAINTAINED AS TO ASSURE SOIL/SEDIMENT IS TRAPPED ARROW (NP) t" REBAR FOR 2"X4' 2"A Xf t'. --GEOTEXT/LE FABRIC ( �. 2 r� NECESSARY t0 ENSURE THEIR CONTINUED FUNCTIONING. D t4 CATCH BASIN `k BAG REMOVAL y \ PAVFo STREET G. THE ESPCP FACILITIES ON INACTIVE SITES SHAM BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A t2 c� ~' - MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 2"x2"x3/4" RUBBER BLOCKS 7� ` .. � H. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND tC WRAP POSTS .� ~�— 1 WINGS TO MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE o --_ ^BRtAK UP STORM EXPANSION RESTRAINT CONSTRUCTION ENTRANCE -�- WOODEN CURB RAM; THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 0 � - -n--- io—__ LENGTH OF PIPE • + �� �-- FILTER SACK -• GRAVEZ S/DEW��K Sl/gCR.,�oE �SEF Ac7�RNA77v£s ,=aR wnclr �.."4�P 4 �� SLOPE I. ALL PROJECTS WITH EXPOSED GROUND SURFACES ANTICIPATED BETd1EEN OCTOBER 1 AND APRIL 30 MUST � CO �' �' \ I APPLY SEEDING/MULCHING, OR OTHER TYPE OF COVER, IMMEDIATELY AFTER GROUND SURFACES ARE N INTERLOCKED STANDARL CURB AT AT CORN LINERNER, OR ' �'••. '' " G£OTEXTLCE FAER/C EXPOSEL FROM GRADIN(;/CLEARING OPERATIONS. 2x2 POSTS w/ATTACHED FABRIC 1� PAVED STREET J. C N RACTOR TO LOAD TRENCH EXCAVATION DIRECTLY INTO TRUCKS FOR OFF SITE DISPOSAL IN TRACT 'A` :.« f• "R' PLEA' ME AEW INSERT SAC SJRE AREA. NOTE: SIDE VIEW RECESSED CURB INLET MUST BE BLOCKED WHEN a%` !\li` ����\i� j\\/?\ ;��������� �� K. CONTRACTOR TO SWEEP STREET IN CONSTRUCTION AREA L'AIL`� DURING CONSTRUCTION ACTIVITY. I USING FiILTER FABRIC INLET SACKS. _� SIZ.E OF FILTER FABRIC INLE•, SACK SIDEWALK oS SUB—GRADE L CONTRACTOR TO INSTALL A.C. PATCH ON TRFJCH AFTER BACKFILL COMPACTION IS COMP�TE - — TO BE DETERMINED BY MANUFACTURER. CALE DRAWING NOT TO SCALE FILTER FABRIC TECHNICAL GUIDANCE HANDBOOK GRAVEL CONSTRUCTION ENTRANCE TECHNICAL. GUIDANCE HANDBOOK INLET PROTECTION WFTMMr3WWAVDGDetail Drawing 4.1A I Detail Drawing 4.2H I MAY BE USED SHORT TERM W/ UTILITY WORK AND W/ T �- i PHASING OF DEVELOPMENT `v ! I � I ZaZi I 1 --- 1 — AREA DD 0AOGW NTS NTS UIiUG;IWIIIIDUUUlu7U , I WE A IA FLOW Lt PLAN FLOW - / DITCH 90r►ow 1 SECTION A-A DD7rCCH flfiWLLL, NTS o llcoPlSOL` ER L,,�(00 YEGU�Ii FO A0v 3Y11 REVISION BY APPROVED DATE DRAWW BY DATE ~, SUBTITLE ---- Gt p � JHH 10--14•-0 los NO.: 1822 1 N eN- -c DETAILSDwGNO.: � � 192 F,� CCF G— A TITL>!; J 8 2 2 1 C 1 02 1"-2o w 3737 S.E. 87 AVE., PORTLAND, OR. 97 "OR: STOA INTERN ATION AL/EKA ORE � HONE: X503j 235-3795 , 03) 233C4 TIOARD TOVUE SQUARE FAX: — 89 Pacific Hwv. Y2. 16210 "'c E-MAIL:EMztec@ztecengineers.com TI OARD, '),RECON 6UP206 00556, SIT2002-)0036 C4 of 16 E==XPIRES 12/31/2002 PLOT !)ATE: 12-26-02 ITEC CAD FELE: J822-1 .DWG NOTICE: IF THE PRINT OR TYPE ON ANY rllllll ! III " IIII ' I III 111 III ! 1 ! 111 ! III � IIIIIIiI III 111!111 II! Illi ) I III III III III 1111111 lil III I � IIIII III III MIT� � 1 _ II- I- I - -I I-II-I-1- �-II—I II ' IIIIIIII l—IlIpI_I IIIIIIIII_II II IMAGE !S NOT AS CLEAR AS THIS NOTICE, I i I III, --- 1i1i- 11 12 'T ',t3 vCC� J IT IS DUE TO THE OUALITY OF THE N.3e ORIGINAL DOCUMENT - - -- ----... .—_ i _ ._ _-� -1 . —T-- ----- - - 8 6Z 8Z LZ 9Z $Z I ts7 oy 7'Z 111ti 10Z 61 H1i L�I — 91 9I 'dI--ETI 7i --I I..—__ I 6 8 L -- 13 TLI IIII II!IIIIII IIII�IIIIIIII!I!III I!111111{Illllllllllllll�illlll!II�IIIIIIII!±';!I�Illllllilllllll'lll�lllllllll�llll�li II �I I + I' �I I ? I II�IIIIII Iilll,lll►III IIII VIII► II oIIli! Illllllllllll►III�III .I►11111 111 Ju�1. 11ll_.►lll ���� II l► IIIIIIIIIllJ�Iil 3/4" R 6„� EDGE w 4” CONC. ?' -CL. 'C' A.C. - SIDEWALK 2" -,"-0 CR ROCK } i- O o v o C.(.0 .. 6" -1}�"-0 CR. ROCK U ° / 2' -,"-0 CR. ROCS (� -� Q OQ ,. COMPACTED SUBGRADE �0 " HEAVY DUTY \ \\ DEFLECTOR FACILITATEFACILITATEE CAtSTB TO RON GRATE �— CCnIPACTED SUBGRADE STUB FOR NO-HUB CLEAN OUT W/ BICYCLE BAR 9 CONNECTOR COUPLING —� — TRAVERSE EXPANSION JOINTS: SIZED PER PLAN I. TO BE PROVIDED AT EACH POINT Or- TANGENCY FTANGENCY OF THE CURB & AT OTHER 4" z LUCATIONS AS REQUIRED TO LIMIT THE STANDARD "I-YNCHR SPACING TO A MAXIMUM OF 20 FT, -- - � CATCH BASIN 2424" 2. MATERIAL TO BE PRE-MOLDED NON- `n EXTRUDED MATERIAL WITH A MINIMUM THICKNESS OF 1/2". TRAVERSE CONTRACTION JOINTS: ©� a I. SPACING TO BE NOT MORE THAN 10 FT. 1. STANDARD DEPTH - 36" 2. f)EPTH OF THE JOINT SHALL BE AT EAST ONE FOURTH OF THE CROSS- 2. METAL THICKNESS - 1/4' PLATE SECTIONAL AREA. S`jE(Ca`j/�QON A-A 3. INTERIOR do EXTERIOR COATED CONCRETE BREAKING STRENGTH: WITH ASPHALT, PAIN I. TO BE 3000 P.S.I. AFTER 28 U.4YS. ��' QG�IDQGI�D Cc'U�G�3 N,T S. I 1 IE ,s ---- A \ A 7'-0' — 8' PUE — i Y LOT TO BE CLASS »B" CLASS toAt� INLET OUTLET Q SERVED NON—SHRINK GROUT / U W STANDARD CASTIRON / A FRAME AND COVER a � —SA —STANDARD MANHOLE W SURFACI 'EION OVER TALLOW GRADE RING Z I IJ AS SPECIFIED MOUDEESSNAIV RI/L PFR DRAWING 160 1 _0. ¢ FOR SETTLEMENT — — o: a w —`'�- — PLAN j`_I PROPERTY LINE r a° . A. ;o"F 4" MIN. U J �j aA , • •". C ii' FINISH GRADE \ :e• n" .. . D to • q • . D a ca D � / \, pA a o o• °, -WATERTIGHT PIPE PLUG � } tU•t a.�o ,•~ a I JM , WITH STOPS ^ STEPm a I NOTE: CLE.,N OUT INSTALLATIONS IN.. ° 3 � < ARE LIMITED TO EASEMENT n° `e:•'°"°' \\' C',� � �G— AREAS, OR MAY BE ALLOWED PROPERTY LINE AND _OT E �� LIN D. x --PROVIDE 3/4"-0 FOR A �•' �2 NUMBERS MARKED IN WHITE ! UNDISTURBED �L_ EARTH ON A TEMPORARY BASIS g1D I PAINT ON FACE OF CURB = EARTH �— �COMPACDNATIVE �L— IN RIS +T—OF—WAY. MINIMUM OF 8" AROUND ' r' MATERIAL CLEANOUT 3/ 0 CRUSHED REMOVABLE WATERTIGHT CAP (SEE NOTE 1) �\ ROCK--ps o PLAN �` , . - . - �— , - , a°', :; ;9'.° ".a />—PLASTIC OR DUCTILE IRON O p 6'-6` �, • , ,°. p I \\y ;~`'. \ INLET aF.L4�L. .02 FT FLOW OUT T -. LE 'o t� e j , , o T \� 1 SECURE TO MH WALL WITH ° e / ' . STAINLESS STEEL BANDS / ;../ >.D°o ,e: ,D I 1 PIPE O.D. 2" WIDE) AND �/ 3/4" - 0 CRUSHED ' -- `% RCCK '^' o PLUS 6» / ° • , (MIN ` r` 'fidoM're 4qA°v °'�a•- ' Dn•°•p..• 1•- n • yy 1 S ,".. ,; .;�a'•r S .A r� "1''�e.a��.e,°ODn ° ° < o ! .._'a� I/d" BOLT) CUSTOMER SIDE o 0 80 go8o 00 �P o 0 8� °8G r 8q o go O �� g o go ° \ MIS DIA TO BE DETERMINED BY 0 0 o °o e) o •"p•"o 3PIPE \ 00oo 80 0 0 0 00 <; o oo�GB0 O o p o \ c, �:a ; . 4„ „ SIZE OF OUTLET PIPE 36" MIN -21 PIPE = EO" DIA MH ELEVATI�7N BEDDING �\ 00� 000000° ooeQ�o`u n 0 v Gob 00 / oe. , p C SUMP • SEE PLUMBING CODE � 0$0°0 0� oopqn. o� 5 / a ° p - MAYS PIPE MH O o 0000 O O O 00° 00 OS C •: -±oD.t eo 0 � . •eD',;L�e D. .•.d „ NOTES, FOR DEPTH OF COVE oo0 0080' 0 0 0 0 08 8� 8 q ° . `� � e •• 0 5, SUMP DEPTHA5T0 BE DESIGNED MIN 1. SURVEYOR. TO INSTALL TEMPORARY / \ �\ � rCP:-RE1E ENCASED a , HIJB 6ND GUARD STAKE ORBOTTOM OF WYE v GUARD37AKE AT LOT LINE FOR -= I/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN IS" 3/4"— FOR PLASTIC PIPE 3/4"-0 METER INSTALLATION, I/2 PIPE J.D. PLUS 6" MIN, r"OR PIPE 19" AND LARGER SUMP VOLUME REQUIREMENTS 2. INSTALLED BY CITY OF TIGARD \_METER — SEC;TMON A— A SINGLE FAloILY RESIDEFITIAL 3.5 CF/ACRE ANGLE STOP MULTI FAMILY RESIDENTIAL. 22.0 CF/ACRE TYPE 'K' SOFT NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 46 BEND IF CONCRETE PIPE COMMERCIAL/INDUSTRIAL 94.0 CF/ACRE COPPER TUBING APPROVED BY. NO SCALE 1 r AGUSTIN P. ; ENGINEERING DENT qTY ENONEER — 3/4n ODWG. NO. unified 13125 S.W. HALL BLVD. TRENCH BACKFILL unified s �s WATER QUALITY UALTTY � unlfWd TIWD, O Ov497723 CE: (-"3) 0. MARCH 1998 WATER SERVICE w'"I � STANDARD CLEAN OUT CITY OF MMD lS0 BBA-7297 - 5L0 MANHOLE I W-M APPROVAL DATE DETAILS l� my DRAWING NO. 0200-CH5 DRAWING N0 150—SA �^ --__ a� { k SUBTnlE REVISION BY APPROVED DATEp�F JHH 10--14--0 DETAILS JOB NO.: J822-1 d 1 CITY REVIEW JM 12-23-02 � G'N f l tUMM CCF ec � TITLEsCAU: 1� DWG, N9.: J8221 C 1 9692 � „ ------------ / , / �� 3737 S.E. 8TH AVE., PORTLAND, OR. 97202' FOR: STOMA INTEEKA RNATIONAL —20' r° . ._ O E 0 0 ._ PHONE: (503) 235-8795 TIGARD TOWN E S U AR - v Y 14, 1; o FAX: (503) 233-7889 � � BUP 00 Pacific Hw • S 22002000038 -- -- 0, ,° �-� TIGARD, OREGON ,6 C5 UCL,41 °�' EMAIL: ztec@ztecengineers.corn EXPIRES 12/31/2002 _ _ _ _ _ PLOT DATE: 12- 26-02 _._ .- ZTEC CAD FILE: J822-1 .DWG L NOTICE- IF THE PRINT OR iYPEONANY ► � � III III III � � � � � � III III III ISI III III III III III T�� III III IIII I IIIII �I IIS III III III III I I SII ( II III III III III I � Iii I III I (I I �Illli III III III �III SII III VIII IMAGII _ l _ 21 3� !_ _► _ !41 11 T-t ► L 3, )00 5 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 J 6 I � $ _ _ _ lU I I 1 IT IS DUE TO THE QUALITY OF THENo �+':-`"-""" "` '�''" ,• . ORIGINAL DOCUMENT - _-- --- - T 8Z 8Z L7, 9Z StZ 6Z £Z Z [Z OZ 612 8T /.T - STT g [ t- - 9 - 4 — i £ T� O — T.nurt IIII IIII�IIII IIII IIII IIII�IIII IIII IIII IIII IIII IIII IIII IIIIIIIII IIII IIII IIII IIII IIIIIIIII IIII IIIIIIIII IIII IIIIIIIII IIII�IIIIIIIII�I�II�IiII IIII IIII�IIII IIII�IIII I!Ilillll,lll�llll IIII Iilllllll�ll�l Ilillllllllll.11l� Lit r 160'-0" '• r" 42'-0" 42'-0" 38'-0" E NEW RAMP (IN SITE CONTRACT J I I a Lai ZEXISTINGCb N DOLLAR TREE v b p � Y � I — N� zo Z ww w � � BUILDING P.- W J �n — 0 �0 6'-6" 6'-8" L w 0 ti Y a - --_ - --- – ------- - - z Lna-Lj A..A -0" 5 -2 ' N > r- w �d I G _. . 1 I - _-24 GA.E�Gil. METAL LL GCLOSURE U c HT w U - FURRING ��N (E) CMU WALL O {l I I 4 W/ 1/2" GYP. BD. ON 4" PAINTED TO MATCH WAIL _ 4 Q (p 0 rs W - 8 1!2" I MTL. STUDS ® 16" O.C. — _ l7 I X 10 0 W (TYP. ALONG NORTH WALL) \ .� _- --- ~ > E.J. - _ _— - - -- — •-�- — e C -- — I WI I K 10'X 12' s T.S. COLUMN - its IVOMEN i A ' TRASH ` 4 NE1 BRICK - 'SEE STRUCTURAL) - OFFICE A I _ ENCL. e Q 0 EXISTING CMU WALL 0 \ Q - BREAK RM. e w (( z Q _� ' [FRIG sD s 0 36"X48" WINDOW W/ -- -- —`� l o- a W ( I ONE-WAY MIRROR O D I -ID 3' N A P- BRE). O Z 11 GLAZING - SILL E�Fcr svc 1 0 , � w 42" A.F.F. I, a 6 0 r. it1r i w TYP. Oc A-5 cn I EXISTING CONC. FLOOR SLAB --- --- - - - _ 1/2" GYP. BD. ON 4" �D (REPAIR AS REQ' .) IfSTUDS 0 16" O.C. 1 4X4X 12 BRICK VENEER 0 RAMP I �,, (6" STUDS ® PLMB'G. WALLS) ---- WALL W/ 6" CONC. RUN EVERY 3rd. STUD UP TO I' CURB BELOW I r -1 BOTTOM OF ROOF DECK LOADING (PROVIDE SOUND INSUL. I AREA 0 TLT. RM. WALLS) - �---- - - -- 0 D2 W GLAZING IN ALUM. FRAME ( OOF TOP (PHASE I �� I ROOF TOP I 8" STD. FACE CMU WALL STOREFRONT & DOORS AIC UNI1 I A/C UNI U) w A-d j TO MATCH CENTER L __ F U T U R E \ L_ _� I e I 7! !7 r LINE OF SOFFIT LEASE A T.S. COLUMN LFDDER UP TO ROOF HATCH A N 1YP. 0 3 LOCATIONS ABOVE- VERIFY LOCATION z --� 8,000 S.F. A-� ABOVE - - 0 O (SEE STRUCTURAL) cp I FLOOF; ® 170.00 `..� �• V - I - T.S. COLUMN FURR NG W/ 1/2" GYP. RD. r Z 4X8X12 BRICK � Lij (SEE STRUCTURAL) ON ,� MTI_ STUDS 16' .O.C. --- } 0 PLANTER AREA 8�I/2 — -- - (TYP. ® 4 SIDES) _ , (T"r'. c�' EHST, WEST & SOU--H WALLS) : 0 ,, Ilk m �9 -- DS DS Q V ill Q --- err_ ��■ � �� �� r_�� �� ��� .�� �� � ��� , UP LLj 1 �_ (_7 4" CONC. WALK TO MATCH - c a. a Q DOWNShOU W HUB LANDSCAPE ! V EXISTIN.� ADJ T. WALK W/ RACK. LANDSCAPE I \ v ( ) ® r` 4X4 IN,, X 1.4 W.W.F. ON z \ Cl) (CCTYP. ® 2 l_0 ATIO(N)S 4CRUSHED ROCK BASE I STOORMCSEDER TOSEEE CIVIL ��// I � � g ( � �.i_ � PROVIDE EXP. JTS. 0 BLD G. DRAWING FOR STORM SEWER LOC TION OF (E) CONIC. SLAB WALLS & ® WALK (AS SHOWN) � ) EDGE - PROVIDE 1" DEEP SCORES L- _� -- .__ -- - -_. ._. _. _... I EDGE OF (E) PAVING U5 ® +/- 5 O.C. — _ i. . I ' CONTRACT) I 8" PLIT FACE CM WALL _% / (IN BUILDING IIIIii � INDICATES LINE OF SAWCUT & _ I I I I INDICATES REMOVED EXISTING REMOVED EXISTING CONC. SLAB TO ___� i RETAINING WALL, STEPS, LOCATE NEW CMU WALL & FOOTING Uj 4XaX12 BRICK VENEER --- e A SIM - W _ 1_ `� ,—I� LANDING & GUARD POSTS FILL AREA PAVING BEN' COMPACTED B SE A-a A-a Nr_.. O (FILL AREA W/ NEW PAVING ROCK AS REQ'D. TO MATCH EXISTING) ON COMPACTED BASE ROCK AS REQ'D. TO MATCH EXISTING) EXISTING PERIMETER COLUMNS, FENCES &,: SHELTER TO BE REMOVED ON ALL SIDES. N REPAIR REMAINING AS REQ D. TO MATCH -0" 15'-4" 140'-0" ' 10'-m° 160'-0" 4 TENANT IMPROVEMENTS BY LANDLORD DOOR SCHEDULE F1.00rR: EXISTING CONCRETE SLAB, TO BE WITHOUT RAISED OR ELECTRICAL' PR 3'-0" X 7'-0" ALUM. STOREFRONT DOOR & DEPRESSION AREAS WITH NEW VINYL COMPOSITION TILE (V,C.I.) PROVIDE SERVICE FROM METER TO PANEL INCLUDING CIRCUIT BREAKER �.=! FRAME W/ TO MATCH EXISTING ADJ'T. STORE W/ TOP FINISH FLOOR - AZROCK CORTINA COLORS V-848 "DOVE WHITE" LANDLORD TO PROVIDE WIRING FOR SIGN CONSIS ING OF TIMER FROM & BTM. PIVOTS, CLOSER, CYLINDER LOCK, PUSH/PULL 12" X 12" X 1/8", (OR: ARMSTRONG IMPERIAL TEXTURE STANDARD STOREFRONT TO PANEL BOX. PROVIDE DUPLEX OUTLETS (QUANTIT BARS, THRESHOLD, WEATHERSTRIPPING & MAIL SLOT, EXCELON 51 EIOB "PEWTER 12" X 12" X 1/8"), STRIPPED, SEALED TO BE DETERMINED BY CODE) AND LOCATION TO BE HORIZONTALLY PROVIDE SIGN: 'THIS DOOR TO REMAIN UNLOCKED & WAXED THROUGHOUT THE SPACE WITH LIGHT GRAY BASEBOARD. 3" ABOVE FINISHED FLOOR IN SALES AREA INCLUDING (1) DUPLEX, DURING BUSINESS HOURS" OUTLET WITHIN 10' OF EXIT DOOR. PROVIDE MINIMUM OF (3) 3` -0" X 7'-0" W.M. DOOR & FRAME W/ PANIC WALLS: METAL. STUDS W/ GYPSUM BOARD FINISH. WALLS PAINTED DUPLEX OUTLETS IN OFFICE AND BREAK ROOM. ® BAR, ALARM, EXIT SIGN, 1 1/2 PR BUTTS, STOP, 1 1/4' 0 X 36 LONG GRAB OFI--WHITE WITH SHERWIN WILLIAMS # SW1907 "COLLECTORS WHITE"-- (IN SALES AREA: PROVIDE ELECTRICAL POWER POLES, DROPPED TO THRESHOLD, & WEATHERSTRIPPING. BAR (PROVIDE BLOCKING EGGSHELL FINISH. REGISTER CHECKOUTS WITH MINIMUM OF (2) DEDICATED CIRCUITS (PAINT TO MATCH WAIL) AS REQ D.) PER POWER POLE WITH (4) OUTLETS PER POLE. (TO BE INSTALLED " AFTER TENANT'S FIXTURING IS COMPLETED). PR 3'-0" X 7'-0" H.M. DOOR & FRAME W -- 24" X 36" MIRROR CEILING: GYPSUM BOARD CEILING 0"' FRAMING ® 8'-0 A.F.F. (BIDDER DESIGN) '00 / IN TOILET ROOMS & JANITOR ROC`, . 1 1 2 PR BUTTS, STOP, CLOSER, LOCKSE`T & SUSPENDED ACOUSTIC CEILING TILE. IN T-BAR GRID ® 11'-0" A.F.F. DEAD LOCK W/ FLUSH BOLT, THRESHOLD, v LIGHTING: 4 TUBE 8 RECESSED STRIP LIGHTS MEASURED 6' FROMLn — PAINTED W.R. GYP. BD. T-BAR GRID (AS BUILT PLAN) TO BE CROSS BRACED FOR SEISMIC & WEATHERSTRIPPING. (PAINT TO MATCH WALL) WALL ` LOADS AS REQUIRED BY LOCAL CODES & DETAILS 7, 8 & 9/A-2. FLOOR W/ T-8 841 SERIES FIXTURES, ELECTRONIC BALLASTS AND m MINIMUM OF 90 FOOT CANDLE ILLUMINATION. 3'-D" X 6'-8" H.C. WD. DR. & H.M. FRAME W/ 0'- LIGHT FIXTURES TO BE 12'-0" A.F.F. AND SPACED AS TENANT DIRECT. D LOCKSEr, 1 1/2 PR BUTTS, STOP & CLOSER. � SrtiREFRONT: STOREFRONT WILL BE FURNISHED AND INSTALLED ALL FIXTURES TO BE DELIVERED IN GOOD AND WORKING ORDER AND 6 ADJUSTABLE SHELF — PLASTIC LAMINATED BY OWNER PER ARCHITECT'S DESIGN WITH ONE-PAIR 3'-0" X /'-O" IN COMPLIANCE WITH ALL LOCAL CODES.T__7 3'--0" X 6'-8" S.C. WD. DR. & H.M. FRAME W/ Job No: 3'-0" / - - DUPLEX OUTLET 3'-6" 1 -m \ __- --= COUNTERTOP WITH BACK & ALUMINUM FRAME & GLAZED DOOR, HARDWARE AND MAIL SLUT. ALL EXIT & EMEGENCY LIGHTS TO BE INSTALLED ® MINIMUM OF 1 1/2 PR BUTTS, PRIVACY LOCK, STOP & CLOSER. Date: SIDE SPLASHES- CAULK 9'-0" A.F.F. UNLESS RESTRICTED BY LOCAL CODE REQUIREMENTS. (PROVIDE ADA SIGN) -- - TOWEL UISP. r- _ _ — r, JOINT BETWEEN BACK/SIDE TOILET ROOM: PROVIDE WATER CLOSETS AND LAVATORIES AS (BIDDER DESIGN; - - (BY TENANT) _ REFRIGERATOR - - _ _"_ __- - _ SPLASH & WALL REQUIRED TO MEET STATE AND LOCAL CODE AND A.D.A. LAW. - -. & H.M. FRAME W/ � I INCLUC= EXHAUST FAN, RECEPTACLE DOOR WITH CLOSER, 2' 0' X 6' 8 H.C.H C WD File: _ 1 1/4" � X 4.2" LONG GRAB �-� (N.LC.) / I 61 - MIRROR, GRAB RAILS, TOILET PAPER HOLDER. AIR C01•J(TIONING: PER INDUSTRY STANDARDST® ONE O 1 1/2 PR BUTTS, STOP & CLOSER DRAWN: , i , - 0 TON PE. 400 SQ. FT., AND ALL DUCT WORK O MAKE BAR (PROVIDE 3LOCKING j _ i I --__ - UP A COMPLETE AND OPERABLE H.V.A.C. SYSTEM 3'-0" X 6'-8" S.C. WD. DR. & H.M. FRAME W/ AS REDID.) - , - L� — C4 r C� (A I iv , - - - __ WATER HEATER: ONE OPERATIONAL HOT WATER HEATER OF AT LEAST WARRANTED AS SET' FORTH IN THE LEASE AGREEMENT. 1 i j 2_ PR BUTTS, LOCKSFT, STOP & CLOSER. CHEC KFD k r � c� I FIVE GALLON WATER CAPACITY TO SERVICE TOILET ROOMS, BREAK ROOM SYSTEM SHOULD INCLUDE AN ECONOIll THE COMPLETE � � - - , I I .. ,� • 0 _ Sheet Title --WRAP PIPES UNDER LAV. —� _ AND MOP SINK IN JANITOR ROOM IN COMPLIANCE W/ LOCAL CODE. SPACE SHOULD BE CONDITIONED (SALE- AREA, OFFICE Pacific Hil Y2, 16200 \ WATER HEATER BEHIND _ - AND REST ROOMS). ALL THERMOSTATS SHOULD BE LOCATED LEGEND BUP2002-00556, SIT2002-00038 - - 6" COVE BASE MIN. I SPRINKLER: SPRINKLER SYSTEM IN ACCORDANCE WITH LOCAL ® OR NEAR THE RETURN AIR VENT. Sof Ih FLOOR PLAN/ 4 �. - ------ I.P. HOLDER �� � ORDINANCES AND FIRE UNDERWRITERS HAVING JURISDICTION OVER (BIDDER DESIGN) NOTES AND 6 RUBBER BASE -- ��� EQ EQ. EQ. - SINK BEHIND THE SPACE. (BIDDER DESIGN) EXISTING WALLS DOOR SCHEDULE _ NOTES: NORTH. �N��,�� El FV. O WEST WALL ELEV. 1'-0" 1. VERIFY LOCATION OF ALL ROOF PENETRATIONS FOR NEW FRAME WALLS 1 " l NO )NA.U, - --- -- — TELEPHONE: TELEPHONE OUT AND EMPTY CONDUIT TO ATTIC MECHANICAL, ELECTRICAL AND PLUMBING PRIOR INSTALLATION. Sheet Number _ A[iUVI . IFR TENANT REQUIREMENTS. L. ALL EXIT DOORS MUST HAVE NON--REMOVABLE HINGES. NEW CONIC. WALLS 7 MEN'S TOILET ROOM_ ELEVATION 2 BREAK ROOM CABINET ELD/ATION (BIDDER DESIGN) 3. LOCKS MUST BE REMOVED OR PLUGGED ON ALL DOORS NEW BRICK WALLS - � � (WOMEN S _1YP. C91 OPP. I-I,4I`1I)) � EXCEPT FRONT ENTRANCE DOORS. s NOTICE: IF THE FORINT OR TYPE ON ANY �1_I I _ I -I_ -4 -- I-I 1-I L- I III I r1. I--I °� I- I I I —g�I I1 I L lO� -- I_I_) I1 I I --1 lj IMAGE IS NOT AS CLEAR AS THIS NOTICE, .11 III I I I I I I III I I III 1 � I I I � I I I I I I III I I I I� I III ' I I I I I I III I I III I I I I 1 I I I III I I III I I I I I I I I I I I I I I I i i I I I I I ( / C IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT s 87, 8Z G7. 9FE1111 SiZ ib� 8ti iZ o� l 8�i 8i Gi l 8i si 6t Et �t tt II �t ll8 8 L 9 � I � ( ff I 1 �I I�il I' 111111IIlllllllllllllllllllllllllll�IilL�l1U111�111111J11ull1i111L111111J1111W1i111111� I1lLlllllllil11�111 I III�IIIIIIIIIIIIIIIIIIII►IIIIII IIIIIIIIIIil�llllllillll,1111111 IIIII►IIII►IIIIII�IIII IIII I I I III II �Ill� ILII ll�III III I �llll I � ISI►�1��1��� 111 a 24" --SOLID SHIMMING AS REQUIRED FOR FLUSH r a1� (2) #4 x I U-TIE S 24MOUNT OF STRAPS ATTACH TO BEAM W/ (3) 1603PE ' _ _ _ _S �• " ROWS OF 1 od NAILS AT 3" UC TYP 1 _ ) SIMPSON MS160 W/ (5) t/2"0 WEDGE ANCHORS G EGOA CPI-- SHEATHING P� 'LAN j - -j �I j / W/ 5" MIN EMBED IN CONT BOND BEAM IN CMU �� �r c 7 IAl1 I I WALL & FULLY NAILED AT GLULAV "'AM %\��� 2x BLOCKING L BAY I T jSHEATHING r " 1 I I I -� ' W/ 16d NAILS A' 6 OC TYF' (OMIT AT �,'. I - 1 �_- PER ARCH IBES: 6/O . . . . . . . . . .. . . . . . . . . - .Q. .4 ._� - (4) #5 IN DOUBLE `'} --- ROOF JOIST PER -- -- --_- , =_ _ ,= _ .. . . . . . . . . . . . a BOND BEAM AT PLAN TYP d, -•4• ,a, '�•., .�' Abo - „y�� - c r _ - . - FLOOR/ROOF LINE -BEAM PER PLAN ROOF BEAM PER I I I :`' SIMPSON WALL ANCHOR 4x4 BLOCKING AT EA BAY UNDER t•� _ PLAN i I i I �; _. : :_ TYPE & SPACING PER PIAN �// i t I FULL_ LENGTH OF STRAP W/ !2) WRAP BEAM WITH (2) a _ _ �` I = 5 -- _- �, 'n I / ' 16d TOE--NAILS EA END TYP ---� --- L I I I - - ,.{ DIAPHRAGM BOUNDARY > o w LAYERS OF 30# - - - -- - I '- _ i--_ ? TYP - r B A [T_ T BUILDING PAPER AND I I 1 I } NAILING PER PIAN n r . . _ .T. --- -- .. ROOF SHEATHING PER =r ° �' SIb1PSON SOD-DIAPHRAGM GROUT POCKET SOLID I I 1 I I -- --- _ PLAN TYP O Q STRAPPING PER PLAN TYP -- I I I 1 - -- ice• in SHEATHI�. �. J i ; t j -SIMPSOt`� WALL ANCHOR .- -------- t -=-� - r �-- n - �.,ir ] � c `s`; t I r7 _ PER ARCH �- V) TYPE & SPACING PER 1 _CLR �, o - PLAN TYP MIN - --- i I i N F-- Y > E 4x6 FLAT BLOCKING AT EAIla WALL ANCHOR W SIMPSON �- 1 1 -3' SIDE R's W/ Z. / CMU FLUSH WALL I I I I I I I I R /4x9x 8' CMU WALL REI Z44 EA END AT FIRST BAY TYP PER PLAN TYP - l o PILASTER REINF I I I -----�--- --�_----r O 4 I I I 4 3/ "0 THRU-BOLTS TYP ` �•� n PER FLAN --- SIMPSON LTT20B -- --r------r--- --t- --t--- ---1 -----r ' A -TJI ROOF JOIST PER I IAPHRAGM BOUNDARY - ROOF SHEATHING PER - NAILING PER PLAN y - I I I --T--- -- ---- I- -R /4x8x1' -3" O (2) #4 IN uONT BOND SIMPSON GL'bT62U - I I I I PIAN TYP r cv PLAN TYP _ ��,_ I 3 CONT BOND BEAMS BEAMS AT WALL TIES I I I I i I 1 1/4 AT ROOF W/ (2) #5 y: SIMPSON HANGER PER JOIST ANCHOR & LEDGER ; ;, T SHFATHIN(� (4) #5x60" IN I I I 1 TYP HORIZ BARS IN EA ,;� _,, MANUFACTURER TYP L6 ANCHOR TYP PER ARCH PARTIAL DOUBLE I I 1 i i I i /4 �'% ' - BOND BEAM AT WOOD I I I I I I I 1 <TYP PT LEDGER PER PLAN TYP o BEAM SEATS, TYP - - - /4 1 1 - - - � -__ * _ 24" 8' CMU WALL FEINF - 1 -ROOF JOIST PER --(2) #4 x -= U--TIES \ 24 ' M PER PIAN TYP- , �� PLAN TYP -(2) #5 x 24" DOWELS IN THE 0o A °T LEDGER •= P'_R PLAN TYP,x- NOTE: F'RST AND SECOND CELLS ROOF SHEATHING & LEDGER SECTION A-A NOT SHOWN FOR CLARITY 11% SUB-DIAPH WALL ANCHORAGE/STRAPPING TYPICAL CMU BEAM POCKET DETAIL /� DRAG BEAM TO CMU WALL CONNECTION ROO TO CMU WALL CONNECTIONLO I 1 4 i SCALE: /4"=1' -0" I SCALE: 1'=1'-0" SCALE: 1'=1'-G" SCALE: 1'=1'-0" i /- ROOF SHEATHING PER PLAN BRhK VENEER --18ga CONT PER NrtCH TYP TRACK 1 • ,--2x BLOCKING EA BAY W/ (2) ROWS SIMP CS16xCONT AT EA LINE OF ___-22ga BLOCKING EA BAY W/ �8 PHSMS BLOCKING (ATTACH TO EA BLOCK W/ FASTENERS AT EA FLANGE TO ADJAC'NT 1 / OF 16d NAILS AT 12" OC TYP STUD (VERT SPACING BETWEEN ROWS OF L u � -(2) SIMPSON MSTC40 EA SIDE OF BEAMS (4) #8 PHSMS FASTENERS MIN) T/SHEATHING BLOCKING NOT TO EXCEED 48" OC TYP) U) __ _ PER ARCH PANEL EDGE NAILING --BOUNDARY NAILING " 1 ^ �++// ` , I I 8 x 22ga STUDS AT /2 APA RATED SHEATHING W/ 0.120"0 _-. ----- -- - -- - " . - - -�--- - I I 1 - -- 16 TYP �. x13/4" PA-,IODE SHEARWALL NAILS AT 6%18ga LEDGER W/ /1 APA RATED SHEATHING 6" OC AT PANEL EDGES TYP - . - - CONT 22ga I (3) #8 PHSMS's AT / W/ 0.120"0x 13/4" PASLODE 18ga x CONT TRACK • e_ e e - BLOCKING—� i i EA STUD W 8 PHSMS NAILS AT 6' OC AT EDGES / --- FASTENERS IN EA ---(2) ROWS OF 16d ` • I L & 12" OC IN FIELD -- . . . I � FLANGE TO STUD- NAILS AT 16 OC t ---- -- --------____-- 22ga END TRACK C B A B C � � � „I r,T/SHEA THING SIMP GLT HANGER „ -__ ^� 3 ^ (2) #8 PHSMS --_ - (OMIT AT SIM) '� 0 PER ARCH >- 0 -- 2 TYP - -- 0.120"PASLODE i i FASTENERS AT __-_ _ GL BEAM PER PLAN Q LLI n -- AT 6" -i --------- ------- ------- EA JOIST - 6x6 BLOCKING AT � � � - i - - 1 i - _ SIM2) _ 0 -- cv i - -�- TJI JOIST PER I I #8 PHSMS AT 6" 1 I GL BEAM PER PLAN i _ PLAN TYP I OC INTO BLOCKING I i -18ga CONT 24 -0 18 -0 76'-0 ?8 -0 24'-0" _.`% (OMIT AT SIM AND •� 2 I - BEAM PER TRACKING ___1 - _--- -_- __ - - -.._ SIM2) ® 0 C� PLAN TYP I _ _ �---- i t -..� 8 x22ga STUDS 1 i R1LL /4x9x1'-6" SIDE R's W/ i i AT 16" OC TYP /4 i i /4"0 THRU-BOLTS TYP Q < I I TYP --1/4 i i R3/4x8t/2x1'-6" i i i� � U 5/a" APA RATED SHEATHING (UNBLOCktI:) W/ lOd NAIL; AT 6" OC AT DIAPHRAGM BOUNDARIES --� f i & PANEL EDGES W/ 1 O NAILS AT 12" OC IN FIELD t t W \ TS COLUMN 5 , -----TY I PER PLAN O /g' A� A RATED SHEATHC:G (BLOCKED) W/ 10d NAILS AT 4" OC AT DIAPHRAGM BOUNDARIES Q -- - _..- W/ 10d NAILS kf 6" OC AT PANEL EDGES W/ 10d NAILS AT 12" OC IN FIELD -__..__ _____.-. w G CB) 5/q" APA RATED SHEATHING (BLOCKED) W/ 10d NAILS AT 2 ,2" OC AT DIAPHRAGM BOUNDARIES U) W/ 10d NAILS AT 4" OC AT PANEL EDGES W/ 10d NAILS AT 12" OC IN FIE_` NOTE: REF 9/S5.1 FOR CALLOUTS IN COMMON J BEAM TO TS COLUMN CONNECTION METAL JOIST TO METAL STUDWALL CONNECTION DIAPHRAGM NAILING REQUIREMENTS 7 STOREFRONT WALL TO GLULAM BEAM SUPPORTS 8 ZCALE: 1'=1'-O" 5 SCALE: 1-8"=1'-0" 6 SCALE: NTS SCALE: 1'=1' O" Y" i• , � 1 - I, 1/2x1,-0..x1 -11/2.. , 22ga BLOCKING EA BAY W/ #8 PHSMS TYP W/ (4) 3/40 EPDXY FASTENERS Al EA FLANGE TO ADJACENT ,-- -� - ANCHORS W/ SIMP i STUD (VERT SPACING BETWEEN ROWS OF - SET ADHESIVE & _ T,/(E) SHEATHING ,, T SHEATHING FLOCKING NOT TO EXCEED :8" OC TYP) - 41/2" MIN EMBED TYP - r (OMIT AT SIM) PER ARCH SIMPSON WALL ANCHOR -SIMP CS16xCONT AT EA LINE OF ■■r > TYPE & SPACING PER PLAN- ^ I " .(E) LEDGER (OMIT AT SIMS (E) 6 COIICRETE 1/4 --R 3/4x7xO'-7'/ " 8"x22ga STUDS AT 16' OC TYP BLOCKING (ATTAGA TO EA BLOCK. W/ (4) f � , /2" APA RATED SHEATHING W 0.120"0 #8 PHSMS FASTENERS MIN) Y ROOF SHFATHING PER PLAN -- TILT--UP WALE ADDLE FLANGE>_- __� 2 / SECTION A-A ___7 I DIAPHRAGM TO WF BEAM '/4V \ /Z-BACK �' /2x8 x13/4" PASLODE SKE.ARWALL NAILS AT 6" BRICK VENEER PER r.RCH T/SHEATHING- 1 BOUNDARY NAILING1 nC AT PANEL EDCE`' TYP - ___.-� CONT 18ga TRACK W/ #8 PHSMS DIAPHRAGM BOUNDARY PER ARCH PER PLAN �-FASTENERS IN EA FLANGE TO EA STUD TYP NAILING PFR PLAN- 15/ x11 EA SIDE DIAPHRAGM BOUNDARY NAILING PER PLAN- �(E) 6 CONCRETE TILT-UP WALL PT LFPGER PER 16 /2 t 16d NAILS AT 6 OC ROOF SHElTHING PER (NEW CMU LINTEL AT SIM) - PLAN OF BEAM W/ (3) '/,"0 x CUNT RIM T SHEATHING rA PLAN- =N --J THRU--BOLTS SHEATHING / -PT LEDGER BEYOND PER SIMP A35F AT 12" C�: TYP --�} PER ARCH /� 1/ PER ARCH -- --_-- _ _ _-- -----___�t �I/ PLAN 4x8 NAiL.ER W/ 1/2"0 NELSON -- -- - - - - - �� I t -<TYP Ln STUDS AT 24" OC TYP--_� �- 1y - -ROOF SHEATHING ( - � � -- - 4 > - - '�'��F��� TJI ROOF- JOIST PER - � L3x3x1/4 AT 36" OC FULL i! PER PLAN -__-_ ---- -- li � � LENGTH OF BEAM_�_ PLAN SIMP JGIST o O _ 1/4 - - 1y f._-; HANGER PER JOIST BASE �. ,lob N U2-(.149 - - ---- -� CL MANUFACTURER-- i 1 - 4 / - .-. _... ------_- t " = 2 p Date: 11/21/02 (3) SIDFS ---- p L BEAM PER J -� /436x1 --0 EA SIDE W/ 1 -Itr - (3) /40 THROUGH v, \ /4 I fir ,;�^v�anag = 3/16 V PLAN L. TYP ----- t' _ 3/16 - 1 --- --R ,2x6xO --8' 3/1F �- IYP Drawn: JSf- . Checked TES CONT L6x6x3/6 TYP AT ALL ' --- - ----- BRICK VENEER SUPPORT N [ TYP} 1/_-4�-_ 1/4 t 1/ FRAMING DETAILS I 4-- 3 T4 WF BEAM /4 a PER PLAN NOTE: REF 9/S5.1 FOR CALLOI;i S IN COMMON STEEL BEAM CONN=CTION GLULAM BEAM TO (E) CONCRETE TILT-UP WALL LEDGER TO (E) CONCRETE TILT-UP WALL CONNECTION GLULAM BEAM BUCKET AT STEEL BEAM Sheet Number GLULAM TO T _ 11 FCALE: 1 ,-1 . 0' 12 SCALE: /4" 1' ft" 9 � SCALE: 1'-1'-0" IO z` SCALE.: 1'-1'-0" . S501 Pacific Hwv. Y2. 16200 BUP2002-00556, SIT2002-00031? 9 of 16 L NOTICE: IF THE PRINT OR TYPE ON ANY I I I I III III III ' III III III III III III III I I III III IIIIIII III III I I I I I I I I I III III I I ! III I (I III I�jI III III III I I I I I I! I I III III III III I�I l l l l I I I I III IIIIIII III III I I I I I `� L IMAGE IS NOT AS CLEAR AS THIS NOTICE II I I 1 I I ZI I - --I_ I . I - I - IL I I1 I'I - I �� I I !� --I---�--I I -I--I-9� I I 1_01-_..__ 1'l- � � w��CJ -•) IT IS DUE TO THE QUALII Y OF THE "°.3e �,mow-"- - -- - -- - - -_ -_ - - - - --- - ---- — _`I - --- - - - - -- --ORIGINALDOCl1MENT E I SZ 8Z LZ ezz 6lz Sz Z iZ o7 et 8t Gt 8t at vt Er Zt tT >< e L 91"I'I js ' IIII�IIIIIIIII ►IIIIIIIIII►I IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII•Illll��IIIIIIIIIII►�IIIII.I.IIIIII 11 I � Ill/IIII IIIIIII II III ►► Il lllllll�li���lll I►►► Illlllll a W r ce EXISTING Z DOLLAR TREEs �� • BUILDING I EXIS1 ivCs CMU PARAPET WALL EXI INC CML, P4 WALL Z TOP ID +21'-4" A.F.F. TOP 0 +25'-4" A.F.F. L m F- - - -- --- -— ---- -- - ----- ------ --- - --- - --- - —_ ___- -._ ---- - -- ----- --- - --- -- --- -- ------- - --- m (n X I I C o °' W N .... ^^� (L apg5 - — --- -- — — ------.--_� _� — ��— — — —_ -- — -- --- — t O T O f n w N �. 10` 15'-4" 15'_-4" 15' +.,' I 15 -4" 15 -4 _ ZO n J CANT STRIP (TYP.) V / p Q1 w i - A-4 \ EXISTING CMU PARAPET WALL 4 t C Q � , ryI11 W W I W W WI 1 1 0 o NOTE: o o I o - _ _ �"" N 3 ? U. fY Z I U3 uj `� u' VERIFY LOCATION OF ALL U' ROOF TOP EQUIPMENT. 4.0 N PROVIDE CRICKETS AROUND EQUIPMENT AS REQ'D. ROOF HATCH W/ U -v ENT (TYP. 3 LOCATIONS) CRICKET AS REQ'D. L_ (VERIFY LOCATION W/ 6 Q 9UILT-UP ROOF ON T TENANT & RGOC_ FRAMING) (5 w i - ---- PREFINISHED MTL. ROOF TO MATCH CENTER 1 � R -21 BATT INSUL. --- - ----�- _-- � .L � z , A - -'� 0" - f OP ROOF TO 14'- 10" a 14� fR OF T A/C UNIT A/C UNI �W CRICKET 1 -----� I W/ CRIC ET I �� A ----- TYP. PREFINISHED PREFINISHED MTL. COPING / 'n 14'-10' �J i I 4 14 -10 4 TOP 0 + 20'-0" A.F.F. A-9 ---- - ..�. S�o 14 Uj - PREFINISHED MTL. - -1 -ROOF DRA,N W/ SCUPPER --- --- / Q COPING \ �'� THROUGH WALL TO D.S. -� - - CANT STRIP ---- / & CONNECTED ;O EXISTING( STORM SEWER VERIFY) " 1 " / (TYP.) � ^i 14 -4 TYP. 14 -0 Lon ILUJI -03 ' 0 NJ W Q I() a SCALE: 1/8"=V-0" 0 3: 0 (( 20 GA. CONT. CLEAT - z 4 TYP. 0 EACH SIDE _ PREFINISHED MTL, COPING 4-WAY 12 GA. DIAGONAL BRACING 16d TO ROOF TRUSS ■� 1 A-2 WIRES 0 12" O.C. EA. WAY ATTACHED O V Q 20 GA. G.I. COPING ( PER ��� - TO MAIN RUNNER WITHIN 2" OF _ _ JACROSS RUNNER NTERSECTION --- IL SMACNA) MITER CORNERS W/ - i FOLDED ENDS 0 STANDING -�� META FELTNG ON O E WALL - W/ MIN. OF (3) TURNS & SPLAYED j SEAMS SET IN MASTIC ON 90 FROM EA, OTHER "� AN ANGLE 6 MIL. POLYETHLENE NOT TO EXCEED 45° FROM THF � (LAP ENDS 24" MIN.) ON PLAN OF THE CEILING. 11 �3UILDING PAPER, BEVELED 4 LEAD BACKING , 00 SIDING & 2 X 8 P.T. PLATE FLANGE SOLDERED TO �' 24 GA. GI. SCUPPER ER 1 1' � W/ 3/8"0 A.B. 0 32" O.C. , 24 GA. THRU WALL SLEEVE PR HEMMED OVERFLOW _ PROVIDE SEALANTS ® � 8 w r p� (f� METAL SIDING OVER CONTINUE ROOFING -- ALL SIDES & JOINTS v 30 # FEI T ON CMU WALL - THRU SCUPPER OPEN'G. - - n _ PAINT TO MATCH WAIL -- - - J \ FACE OF WALL - -- �` A 2 -- 777 SEALANT LEAD ANCHORS W/ SCREWS CUT ';ANT AS REQ'D_ - - - - 0 SCUPPER fir- 8" HIGH X 10" WOE, 24 GA. GI. W & NEOPRENE WASH FPS - -- �\ LEADER BCX W/ i" X tO" - _ - - / UNDE:�SIDE OF FLOUR OVERFLOW - EXTEND d / OR ROOF STRUCT. ABOVE. 1" INTO HOPPER - - . 12 (;A. VERTICAL WIRE 'DEBT. WIRE SUPPORT 4'-�" EA, WAY TO MAIN 4" FIBER CANT STRIP _ BUILT-UP ROOF W/ / HANGER. TURN CEILING R-21 BATT INSUL = RUNNERS `-' - _ \ CRID LEVEL PRIOR TO \\ _ LEAD 24 GA. _ SETTING TUBE. FLANGE \ 4-WAY DIAGONAL WIRE 2 1/2" COMPRESSION BUILT---1P ROOF W/ - t R-21 GATT INSUL.. - , `i_OPE 11,'4" N SLEEVE - BRACING 0 12'-0" O.C. ' 6 EACH WAY TO MAIN / STRU! ® 12' O.C. MAX. -- _ - - IN EACH DIRECTION. -_--_- - - �, RUNNERS El ECTRICAL METALLIC N \ I ie � \ `• � / /; THRU WALL SCUPPER - _ ® - - - -- 45 �- FORM DRIP EDGE WITHOUT z \ CUTTING FLANGES Of e � - — — 5" 0 D.S. W/ 3/16" X 2" ` STRAPS 0 0 8'-0" O.C. _ 8 PARAPET WALL SECTION 2 SCUPPER W ' DOWNSPOUT -- - - A-2 A-2 4'-0" 4'-0 4'-O" 4'-0'' 4'-0' 4'-U' 4-C" 4'-0" 4'-0" I 45' EQUIPMENT BASE -- 3'-0" X 2'-6" W. _.- - ( MAIN PER © 4-0 .C. ) � �-- DRILL 3/32" HOLE ---3/16 HATCH SLIDING 0 I_K6S HATCH 2'-6" ROOF AND INSTALL 1 '4" MTL. FLASH'G. W ' H � /� SCREWS 0 16" O.C. HEAVY DUTY DEAD SUSPENDED C�I!.ING 10 BE INSTALLED PER U.B.G. STANDARD 25-2 � I BOLT AND LOCKING CONT. CLEAT & T � ----� MTL. Fl ASHING- SLOPPED BOLTS & LONG SHACKI L SUSPENDED CEILING CON�T'ACTOR 0 PREPARE DETAILS & CALCULATIONS NUT. CONT. R ASHG. -----, / - 16( 0 12' O.C. - /' - TO DRAIN 0 EA. END. \, PAD LOCK FOR SEISMIC TIES PER 91 U.B.C. TABLE 25-A & SUBMIT TO BU:LG!NG DEPT. BAST FSH(;, OVER OPFN'G. AS RFQ'L`. ON MAIN ROOF (USE FOR APPROVAL BEFORE START OF INSTALLATION CANT STRIP & UP \ / W.1. FLEX I / i CAULKING AS REQ'D.) LIGHT FIXTURES TO BE SUSPENDED INDEPENDENT OF GRID SYSTEM. / UNDER EQUIP. FLASH'G.-' — - SEALANT 0 TOP ,.., SLOT CND OF 2 314"0 - L2) 2 X CURB - - EMT SLEEVE TO FIT N 7 SUMP. �`. .OUSTIC ..EILING TAPER AS REQ'D. --- 2 X 6 � �-2NOT TO SCALE OVER CEILING RUNNER. __ T & B -- -- -- FOR LEVEL EQUIP. BASF -- LEAD FLANGE SET IN BUILT-UP ROOF W/ X 1 " FLASHING CEMENT R-21 BATT INSUL -- - j- 12 GA. VEkT. WIRE CEILING ASSEMBLY M Y SUPPORT _ � q � o x a scR_ws (TYP) - BL LATERAL � NOTES •5 16" O.C. -- BUILT-1JP ROOF W/ PLYWOOD SH 11I'G. Q , m R-21 BATT INSUL AROUND SIDES OF 9"_ (PER UBC STANDARD 47- 1 „ 12) — R-21 BATT INSUL. ,LATCH W/ BASE , MAX, - PROVIDE 1/2" SPACE FLASHING UP TO TOP - 0 OPP. WALL (TYP) 1 HORIZONTAL RESTRAUNTS SHALL BE EFFECTED BY FOUR NO 12 GAUGE WIRES SECURED TC THE MAIN RINNER WITHIN 2 INCHES OF THE CROSS �'�b No: 01-41 — — - �- -- 3 TURNS MIN. (TYPI RUr1NER IWTERSECON AND SPLAYED 90 DEGREES FROM EACH OTHER AT -.-�-T- AN ANi;LE NOT EY CEEDING 45 DEGREES FROM TFIE PLANE OF THE Date: 11-,1--2002 ROOF "ITC CONT 0LING. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXPENDED 1 / I I TO AND FASTENED TO THE STRUCTUIIA� MEMBERS SUPPORTING THE F bu�( 1HRU W/ IJO OPEN G. - � � \ MAIN RUNNER OR 0 C E R00 - �/ _ CROSS TtE OR FLOOR ABOVE. THE BE ADEQUATE 0 RF, T THE File: )146-A2 .� - -- - -- -- -- - --- 4 X 4 MTL W/ HOLE / .0 VERTICAL COMPONENT INDUCED BY THE PRACING WIRES. Zhu- HORIZONTAL -_�� FOR CONDUIT - -^--- RESTRAINT POINTS SHALL BE P' ACED 12 O.C. IN BOTH DIRECTIONS ROOF FRAMING THRU CENTER/ _ -- - / WITH THE FIRST POINT WITHIN 6 FROM EACH WALL. ATTACHMENT CF THE DRAWN: NT " I ��- - r RESRAINT WIRES TO THE STRUCTURE' ABOVE SHAL.I HE ADEQUATE j (2) 2X6 HEADERS FOR THL LOAD IMPOSED TYP. AT OPEN'GS OVER 9 6' MTL. HEADER OPEN'G. - LOCKNUT (SCREW TO FULL \ LATERAL FORCE BRACING MEMBERS SHALL. BE SPACED A MINIMUM OF CHECKED: RRK (PROVIDE 1/2" 0 BURGLAR / UPPER FLASHING TIGHT) FACE OF WALL BELOW �_ 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED BARS 0 6" O.C. WELD 10 / WALT \ ACOUSIIC TILE W TH BRACING RESTRAINTS FOR HORIZONTAL FORCES, BRAC,, G WIRES Sheet Title 1/4" X 3" X 3" FRAME SIZE SUPPORT CONDUIT STEM. I A,,,ui:R 3,8" X 2" FB SITES FRAMING WALL ANGLE MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN n^ SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A TO FIT OPEN'G. INSTALL FRAME � ® c PLACES I� Wj 3/8" x 3' LAG SCREWS ® w/ 3/4"ff) RUNGS 12" O.C. 1 ST. 200 POUNDS OR THE ACTUAL DESIGN LOAD, WHICHEVER IS k,REATER, ROOF PIAN � 6 O.C. WELD HEADS TO FRAMt -- RUNNING THREAD I I RUNG 12 ABOVE FLOOR - W/ -� WITH A SAFETY FACTOR OF 2. ANDD DETAIL S 3/8" X 2" F.B. RETURNS TO I - .,TRACH MEMBERS ® !1(.HTING FIXTURES OVER 56 LBS. AND AIR DIFFUSERS OVER 20 LBS WALL_ ® TOP, BOTTOM & ADJ. WidR & TWO 2 SHALI_ FSE SUPPORTED DIRECTLY BY WIRES TO THE STRUCTURE ABOVE. MIDPOINT W/ 1/2"m ADD. Wr,l_LS ONLY. 7" MASONRY ANCHORS Sheet Number 8 SUSP. CEILING CONN. WALL SEISMIC BRACING DETAIL r CURB ROOF MTD. EQUIPMENT ELECT. POOr PENETRATION s ROOF HATCH DETAIL �_.2 NOT TO SCI.�E A-2 NOT TO '_jCAtLL Pacific HWY.Y2. 16200 Ao,12 1 112" 1' o" �ti-2 i/i„ 0.. — a_n 1 1/?" - 1' r)" I� L BUP200'?-00556,SIT2002.00039 '13 of 16 IL NOTICE. IF THE PRINT OR TYPE ON ANY 111 '111 ilI 11I IMAGE IS NOT AS CLEAR AS THIS NOTICE, - -I I �-ZL I-9l `�C�,� ( � � �OO IT IS DUE TO THE QUALI i OF THE I I�IIII .I II III I I ISI fII" � �I I_I IIIII lI �« l 6T t_ Z'i_ TI i IiIIII�t3IIII11111LL1111�I1111�ll1111lllll4llNo 315 8 r_ �£ L _ �Tw I Ill - u1titil1111111411LTZ 91 1 9 lOT I IIII Ill � llllll� l11 IiiIIIIIIIORICINALDOCUMENT �1111it-11111t, lZ11lZlIt l(lllTlIIIIIIIIIIIII IIlllll1ilEIi6ZI I► IIILI �I; c 4% A-4 y t z � 501-0" 50 -0" NEW LEASE BUILDING MAJOR MODIFICATION EXISTING BUILDING EXISTING BUILDING NEW LEASE BUILDING / MAJOR MODIFICATION TOP OF PRFFIN. MT[. ROOFS J BEHIND '' I --- \ (2) WALL MOUNTED LIGHT SCONCES- TYP. -- TO MATCH ADJ T. BLD G. LIGHTS & HT. -r PRFFIN. MTL. COPING 8" WIDE, FULL HEIGHT TO MATCH CENTER - -ROOF LINE BEHIND 24 GA. G.I. METAL CLOSURE PAINTED TO MATCH WALL - - m PREFINISHED MR. COPING TO MATCH ^ENTER A-4 �� E.I.F.S. SIGN PANEL a 0 Lh U) z1� � s_ .. `z.'r. (VERIFY SIZE) n o I 8" STD. FACE CMU WALL / ' _` s'r` .L�cz%I z. 0 w ti t r x 20'-2" _ r 4X4X12 BRICK W 01 w YI $ �- --- - -- --- _ _ VENEER a o �. -- i �- 12" SOLDIER COURSE O m (2) Y,ALL MOUNTED LGHTS - - -- __-r_ - ��- E.LF.S. �' O W/ CUT OFF SHIELD-- _-` "=-- - ------ -. - I C� N rl' L U `� Y r --- - -- s . AN TER 53 -- -- ---_.._-__- - TOP OF PL -_- i ----_ - -.� _ w ' -- STEPS & BAILING BEHIND z El - h� T - - -- FIN. FLR. + -. - ---_l r-IN. F)_R. 7t L R H.M. DOOR & FRAME ---� I GUARD POST 2 _._- _._______._.._ -_ 6' HIGH TRASH ENCLOSURE W/ D2 CHAIN LINK FENCE & GAT-CS $ RAMP W/ RAILING-- �Dz EXISTING PAVING A EAST ELEVATION B WEST ELEVATION STOREFROAT W/ GLAZING - 4X4X12 BRICK VENEER -_-_ IN ALUMINUM FRAME -- 4X8X12 BRICK A-3 SCALE 1/8"-1'-0" A-3 SCALE 1/8"-1'-0" TO MATCH CENTER --- @ RAMP & WALK 0 PLANTER APFA RF AINING WAIL (TYP. 0 4 S J[S) Q C W NEW LF'/.SE BUILDING PREFINISHED rr'TL. ROOF - r TO MATCH CENTER A ^. A 4 A_4 SIi,. � ROOF LINE BEHIND - i (3) WALL MOUNTED SIGHTS i 0) PREFINISHED D CENTER I - _.-_ - -- I}— w/ CUT OFF SHIELD SCUPPER BOX W/ 6"0 f DOWNSPOUT TO HUA �+ , Z -�= --- -=--- EXISTING BU LDING BFJYOND (TYP. 0 2 LOCATIONS) i } O 12" SOLDIER COURSE �_ � p cl' LF.S. � �� - 4X4X12 BRICK ---- -- - - - - - ----- - - ___---- TZ VENEER - 1 ,J.:J - - - -- - -_ (1) WALL MOUNTED - --- _- ---------= - - ------- -- -- ---- ----------- -- - --- --------...-- - _� --! _- �- LIGHT SCCNC^SCL - 10'-0" - -- - - - - -- > 1 4X8X12 BRICK -` ---- - _-_-- -_-_ -- -.------ -- - -- - - - - -- � - ---- � > 0 PLANTER - AI3 .r - ----- --- __ -- __- -` --_ 1� T.O. PLANTER �N FIN. FLR. 1 - - - ----- - --- - _ ---- ---- - -- �-TRASH N W ENCLOSURE / 8 b" SPLIT FACT CMU WALL CHAIN LINK FENCE & GATES 6" CONC. CURB--------/ - GLAZING IN ALUM, FRAME L' / TO ;MATCH CENTER &GRAIL NG PS C SOUTH ELEVATION EXISTING PAVING -- A-3 SCALE 1/8"-1'-0" - or 5'-6" V-11" (6 EQ. TREATS 42" HIGH X 1 1/2" STD. 0 11' EACH) PIPE RAILING W/ POSTS SET � �� M1►� IN SLEEVES IN CONS WALK (GROUTED IN BLOCKOUTS AFTER RAIL INSTALLATION � -� `• � �' �� 0 EA. SIDE OF SLEEVE) 4X8X12 BRICK PLANTER BEYOND W/ WATFRPRGOF ® INSIDE FACE -- �- — RAILING L (PER ADA REVS.) -- ---- --- f --- --- _ __ - °• O�cf •o4dd�d�d9d v •dX.° d� ° 'Oo 4io •° o w IY w j N Q - ;� M \ Zc • ---- ' °� odam XO +�_ �� 'o� � Job No: r g 3. y File: 0146-43 GONG. STEPS W/ 6 X 6 d S `��d9d •°d°r! d ' •°d° c�°° W 1.-4, X W 1.4 W.W.F, & DRAWN: NT �1 # 4 BARS 0 16' O.C. E.W. % �' o CHECKED: RRK } 8" ----- O # Sheet Title 1 2 4 1 �- GONG. WALK W/ EXTERIOR 6 X 6, 1,4 X 1.4 W.W.F. & ELEVATIONS # 4 X S-0" BENT DOWELS 0 24" O.C. ON CRUSHED ROCKS - - Sheet Number I C;ONC. STEPS DETAIL. f Pacific Hwy, Y2, 16200A-1 SCALF Am3 BUP2002-00558,SI. 11 of 16 — — ---- If NOTICE: IF THE PRINT OR TYPE ON ANY I l f III III Ili III III I I III III III I L I I III III III III I I I I I 111111 IIIIIII III I I I I I I I III III I�jI i t l ' I I I III III III III III I I l l l l III IIIIIII ill III I I I I I I I I I I I I I I I I 00 J IMAGE IS NOT AS CLEAR AS PHIS NOTICE, I I 1 _I I_ I 41 I- I I U1 - I �1 I=-� -- ! - I_I I I g� I _ I- 1 -I- -1©L I - I--11L_I I :J C i►1- IT IS DUE TO THE QUALITY OF THE ORIGINAI. D000MENT E 6v SZ G7, 18l7 �Z 6,, RZ I. Z i�Z I )y 6t 1?i GT 9I st bt EI Zt tt 1 8 jS I G l9 �9 I �fi I S Z I ��]iYllN ' I I I III ill 11111.11 Illllllllllil IIIIII�II�lL111 ".ll��lllllllllWlulllulllllLul�111111�U��IJI�II�I1J�l I ( I.1�L�IIIIIIII.i IIIIII�IIIIIIIII�III� II{I�IIII IIIi�l�ll�illl�llll� III III�III►�Illl Illi Illilll�►��I l l III I I ILII a�lllll � � I I �II i►� I�III I I ILL l�ll IIII�.III III IIIill I II 1111.1111 PREFINISHED MIT. COPING TO MATCH CENTER 4 1 U sj 8 J 1 _ 1/2GYP. BU. �N PWD. LA4 EXISTING F_.LF.S. 0'J __�"r� e rn q ��j' i SI ALAN I j v S SURFACE NOUN IED REGLE 1 a / (SPRING-LOCK BY FRY) ---- w SEE STRUCTURAL5,1 1/2" 0.1'. F'WU. ANCHORED IO WALT N J CL + SCREENED VENT — COMPOSI IIUN BASt I I ASHINC I LTJ 0 5 I (TYP. 0 3 LOCATIONS) ON 4" FIBER CANT STRIP , r., CI z 4 VS C Q 0 NOT[ 6 Lu f It I D A RIF Y AEI RECLETS 1 PRIOR 10 1 AHRICA 1TON � 3 C1 y. PRLFINIYILD MT[. ROOF ON S TA Ln\ BLDG. PAPER, I/` PWD. SH I'G., � r- Al & Z X 12 ROOF JOTS iS (� 16" Q.C. 1 t (TYP. 0 SLOPING ROOF) ! 1 L 111 Q CO) NEW BU DNG DOM Bulaw WLu LXISIING PRI I INISHT T) MTI . coPlNc - - - -- � EXISTING E.I.F.S. -. t 1" MIN. AIR SPACE - ---- -- -- ° (TYP,) L - TOP OF CMU WALL �d U,�, ° • Q 4 X 4 X 12 BRICK VENEER BEYOND 0 20'-Om A.F.F. a- ,� z z ^ s � ��-��� W/ MTL. TIES ON "TYVEC" cIII v ,.� PAPER, 1120 F.R.T. PWU. SHT'G. d PRFFINISHED 2.4 GA. ■. , -- - PRE;-ft"HED MIL. 1,OPING - - PRE.FINISHEU MTL, COPING & 8" MIL STUDS 0 16" 0.C. W " z`;' c XIS TING AUJACLN I BIJII DING 0) METAL SIDING ON BLD G. I z TO MATCH CENTER 10 MATCH CENTER 1/2 GYP. BD. ON INSIDE FACE -- " �L,,�n i ♦/'' Z .. V j' PAPER, 1/2 F.R.[. PWD. UF) ROOF FRAMING SHT'G. & 6" MIL. STUDS vp c v w o ° ' (a 16" U.C. W/ 1/2" GYP. BD a °��� < O _.. ON INSIDE FACE (lY�', - 10`'' ,, UJ - P GI-! V. STL. ANQE--------- I SIDE & REAR WALLS}---------- ME 3�N REFINISHED 24 GA. PREFINISHED 24 GA, (SEESTRUCTURAL) a0 � I — � I ( � I ' O METAL SIDING ON BLDG. ME=TAL SIDING ON BLDG. I •�•� PAPER & CMU WALL - / PAPER & CMU WALL I� L 8' STD. FACE _ CMU WAt I - SEALANT - -- --- - __ i 24" X 36" LOCKABLE i = 0 - CANT STRIP --- FLASHING O'JFR j ACCESS PANEL --- 1 It CANT STRIP � BRICK VENT.[ I? BEYOND-- � Q I BUIL.'I-UP ROOFING B :I I UP ROOFING (9 m (BR!CK4VFNEE l - -- E.I,F.S, "W/ 2" BACKING ON I W/ R-21 BATT INSUL. - --- - W R 21 BATT INSUL. \ I BUIL T--UP ROOFING- Hl11LT UP ROOFING--- l� TYVEC PAPER, 1/1." GYP, BD.L I It W/ R-2.1 BATT !NSUI_. , i F.R.T. PWD, SHTG. & MIL. STUD.: , MIL. FLASHING OVER ! , - r �• c� W, R-21 BATT INSUL, - (VERIFY SIGN SIZE) -- -- II' CANT S IRIP 00 / l °U PREFIN. ME,AL _-_-- _-_--. ..__.-- - < C6 _. ___----- _ 00 FLASHING ----- - ------ ` I 1' MIN. AIR SPACE ___.. — - ---__..- -- ----- - _-- -- _ � �:; uk W24 X 55 SIL. REAM „� - •. r (SEE STRUCTURAL.) _ W 12 '01DIER COURS �! : It _ YN. ® BO I I OM ------ 4 X 4 X 12 \ IE -STRUCTURAL LEDGER (SEE S1kUC1URAL) BRICK VENEER j 1 ---GLU-LAM BEAM (SEE ) W/ MTL. TIES (SEE STRUCTURAL) ROOF IRAMING - (SIM, ABOVE) RR001 IRAMIN V (SEE. STRUCTURAL) ; - ('I:E SIRUC-LURAL) ' -- -- _- _iV -- 12" SOLDIER COURSE: f � _00 - -- _ ( _ _ , (SIM. ABOVE) 1 _— ROOF FRAMING ---- (SEE S IRUC IURAI_) - t - ---- II (SEL STR1 ICIUP,AI.) �c-v SUSP. ACT. GA. TILES I ^I �- -- � ,,USF'. ACI. Cl.G. TILES SUSP. ACI, CI'G. TILLS • I ----- - @ 11'--0" A.I.F. ! ��_ .. - - I + •• c� --_- SUSP. ACT, CA. TILES cv I F.LF.S. ON 1" BACK G ON 8" o 11'-0" A.F.F. 11' 0" A,F,F. - ® 11' 0" A.F.F. S1D. FACE CMU WALL (PRO%,'IDE GALV. S IL_. ANGLE N F URRING W 1 2" GYP. BD. ON SEF STRUCTURAL CAULKING ® IQF & BTM. -- „ � / „ (SEF STRUCTURAL) -- & W/ "J" CHANNEL ® BIM. 4 MT-. SI(JUS a 16 U.C. I — FURRING W 1 2' GYP. B'). ON W E IT INSULATION / / / E.I,F,S. ON 1 BACKING, 4" MTL. STUDS ® 16° U.L. 8 I � " SPLIT FACE "TYVEC" PAPER & PWD. SH T'G. I f UHRING Wi, GYP. BU. ON ° - PROVIDE CAULKING 0 1 & B I CMU WALL 4" Mll.. STUDS 0 16" O.C. & W/ "J" CHANNEL m BTM, --- I ON F XIS I INC CMU WALL - NOTE:: NOTE: 5 1/8°X12" G.L. BEAM APPLY SPRA`,' DAMPPROOt ING APPLY SPRA`f DAMPPROOFING ( STRUCTURAL) LINE OF CMU WALL SEE I RFMUVI I XI.,IING ? iNSIDE FACE OF CMU WALT. I INSIDE FACT OF CMU WALLS. ;----,; BEHIND 4BEI.OW ROOF INE AS ' " X 4" X 12" BRICK 1—.4.-. I (TYPICAL) I (I YPIC4L) — I FOR NEW FURRING EQ D. I VENEER BEYOND -- ...... VERIII' ARIA C-) C 42" HIGH X 1 1/2" 0 PIPE I I RAILING W/ POST SET IN FURRING W/ 1/2' GYP. BD. ON SLEEVES IN CONC. ® 8'-0" U.C. , - ti IORFf RUN I W/ GLAZING W 1 1 2" 0 HORIT PIPE RAILS _ ,,- I -- STOREFRONT W/ GLAZING I XI"I ING 8" S I ANUARD 4" MTI. STUDS i6" O.C. UJ ALUMINUM FRAME_ CO)� 5 1� O.C. (GROUT IN I IN ALUMINUM FRAMF -_ - W/ BATT INSULATION _. FACE CMU WAl_I 10 MA!CH CENIf R . BI OCKOUTS AFTER RAIL I TO MATCH CENTER �., INS i ALLE.D) ..__...,_..._ ( I N '*---4" X 4" X 12" LARICK C -.-_ VENF F!? BEYOND E XIS TING I I OOR SLAB E.XISIING FLOOR SLAB �� --' -- 'r_XISTING FLOOR SLAB RI PAIR AS RLQ D. i b REPAIR AS REM). REPAIR AS RLQ'U. - - 4 CONC. WALK - - I - F XIS 11NG' GONG. 1 L OOR SLAB I .. PATCH FLOOR SLAB PATCH FLUOR SLAB SLOPE. 0 1/4"/12) I PATCH FLOOR SLAB REPAIR AS Rf Q'U. -R L ° I XISIING FIN. FIR. TO MATCH (E) TO MATCH (E) RM. 0 RAMP BEYOND) -..-. ---- TO MATCH (E:) I Job No: (I 1 4I, ITN. GRAUI 0' U" . , .._ FJ ° -- ---- 4 ° _..FIN. R.R. " 'h. • " . S °• ° ♦ _ Date. 11-.2'--2UO2 1" MIN. AIR SPACE �� 4" X 4" X 12" li °� ,d"8���°� q,o ° 4,°0� 0ooqo.opqWqq08 ---- • 0 19 i 1.1 �+v (� 9 r F118: c) 46 n4 BRICK VENEER - I I .. " _ PI:TlIMI:TER INSUL � III :III �I III 11I�- I I i!I III • 4" X 4 X 12 a I .I I( ]_:a I I III I j i i I I�T. �I ) I I I -III: I --PERIMETEP INSU1_. Ill RIML I LR INSUL. BRICK Vl NIT'R - o - ti" SIU. F ACI CMU WALT c/) 1 MIN, AIR SPACE I ...TI( ;�I�, i I I i l��_�.I I I I I i I I' t I! " DRAWN. N1 LL.1 I IN. GR AN < 6" CONC. CURL' 0' -�" I 8" GONG. WALL & CHECKED. NNK I OUNDA110N FD4 OQIING 1=UUN11UN FOOTING "' I FOUNDATION FOOTING ,-- S►L S T KUC I URAL -- SLE S If2UC I URAL_ I EXISTING ---- -_ _._ _-- _ I �. SLI: STRUC IURAI I XI,I ING I OUNDA I ION Sheet Title PAVING- FOS)IING 6" CONC. RETAINING VAI I WALL SECTIONS • & FOUNDATION F001I JG I e" " SEL SII?UCIURAI I ° 6" STD. F.TCL ' a � REAR WALL SEC'T'ION B S �:�- CMU -- ----- X. , FRONT Sheet Nu�,lber _ �_ SIC. WALL E ION . , c WALL SECTION cSIDE WALL SECTION 112'. .i U" 1/2" U" a A 4 BUP2002-00555, SIT2002-00038 A=4 A-4 - �. . • q_4 1 -1 0' _ l�r 1' �J" Pacific Hwv. Y2, 16200 ---_ — -- --- --- — _ 12 of 16 IN ')'d 'VAI / IVNOIIVVtIIINI VO 15 F00e 9E: .bI :VI VI, qdI IIuI 6AW'VV 9V10\-ltiVJI ytLU\ IkIVIIt)5 INMIII tIHV`.)Il 4c 00\ISIANI fIa7HVH\Stl1cIUIiAIq\ 'J NOTICE: IF THE PRINT OR TYPE ON ANYAt III�II 'IIIIIIIII � � I ' I ; IIIIIIIII IIIIIII IIIIIII ' I ' IIIIII (IIIIIIIIIII (I VIIII IIIIIII III IIIIIIII111 III� � I IIIIIII' IIIIIII IIIIIII VIII III � IIIII i111111t111 + � 11, 11' lill IIIIIII IIT 1 ,. ..... r ,,-.:,�•. T iMJ1(aE IS tJOT AS CLEAR AS THIS NOTICE, 4 I i`j I 6 , I I I + I 1 I 1� IT IS UI1E TO THE QUALITY OF THE _ No 36 W<�• - �IVI -I �BII iIII�I I�III I IIIIIIi�I,�III�IIII�jIIIII�IIII 11III_III►II�IIIIII►I I�III-II-I,ITI,iil I jj1- 8Z Hill ..I.�IlillI I�IZI -I� I�Ilill�ll'l�� iL, �1RIGINALvOCIMENl 't r .. II.. IIII Illlllll�lllllllll Iilllllll�lllllllll�llll�lill.tL,.LlIl11�ll��11i11.I11. W1llLl �lilllllll'llll i f Special Cases _ �'�' +L� z� tP'r GENERAL REQUIREMENTS _�_ (1, Anc x Bolts dna Rebar Use Master Builders SET GROUT. ANCHORS Consult architectural drawings for rrk.sonry anchors not included on the structural drawings �� i �E � Embed placement in concreir and masonry. Searing Plates and Equipment. Use Master Builders MAST_RFLOW 928 Grow` , 1,G` rev ��t, 0 f GOVERNING CODE: The Uniform Building Code", 1997 Edition, as adopted and modified by the City Ti- During grouting of epoxy-grouted anchors and rc',-hurting bars. CONSTRUCTION- Masonry shall be constructed in accordance with UBC Sec 2104 "Construction", and I �t9v�, gard shall govern design and constrLction. Steel fabrication if not performed by "Approved Fabricators" as defined in UBC Sec. 1701.7. GROUTED REBAR AND ANCHOR BOLTS: Core Trill hod., in existing concrete to depth noted on plans. ACI 530.1 Part 3 "Execution." Mar- holes 3/8 to 1/2 inch greater than bott or dowel c;laineter. Roughen sides of holes by percussive drill- REFERENCE STANDARDS Reference to ASTM and other standards incorporate these standards into the INSPECTION SUBMITTALS: Submit copies of all inspe,.tion reports to the Architect/Erigineei-for review ing methods Holes shall be frse of debris and surface residue before placing grout. BLOCK PATTERN. Use runnin, bond unless noted. For stack bond, follow design requirements in UBC ofl5GON contract as though included in their entire Reference to a s Sec. 2106_,.1.4, Sec; 2106.1.12.4.2.4 and Sec 2107.3.14 � 9 entirety. specific section does no. relieve the contractor .A�IY from compliance with the entire standard The latest edition of the standard shall be used unless a specific Sired byURAL the BuildingOE Off;c aloin accordance w� Structural ith UBC Sec 1702.servation shall be rovided in The owner shall employ em loic athe en Ween �e= TESTING AND ACCEPTANCE: PERIODIC SPECIAL INSPECTION: Inspections rind be made on a periodic basis in accordance with UBC O� y 10 date is indicated. q Y P Y 9 Pe Y Pe sponsible for the structural design 10 perform the structural observation as defined in UBC Sec. 220. The Testing Obtain samples and conduct tests in accordance with ACI 301 Sac. 1.6.4.2. Additional sam- Sec. 1701.6.2. Prov!de ir:spectio-i during preparation and taking of any required prisms or test specimens, •���,� DEFINITIONS. The following definitions cover the meanings of certain terms used in these notes: contractor shall coordinate with the Architect/Engineer to schedule for structural observation. pies may be required to obtain concrete strengths at alternate intervals than shown below. after the placement of reinforcing steel, grout space prior to each grouting operation and during all grouting I PIRES:06/30/ py operations. The inspection agency shall submit the periodic inspection schedule and procedure to the Build- "" -'---- -------- "Architect/Engineer" - The Architect and the Enginear-of-Recons. PREFABRICATED CONS T kUCTION. All prefabricated construction shall conform to UFJC Sec. '1704. Mold and cure 4 cylinders for 28 da,;test age ing Official and Engineer-of-Record fur review and approval. E "Prepared by a Specialty Structural Engineer" Prepared by or wider the direct supervision of a Acceptance. Strength is satisfactory if: MASONRY REINFORCING STEEL .- Reinforcing shall conform to UBC Section 2102.2.10. Deformed bars � � Specialty Structural Engineer SSE with a structural civil license issued b the State of Oregon. shall be Grade 60 unless otherwise Hated, and shall be securers placed in accordance with UBC Sections 2 g (SSE) [ ] [civil] Y g DESIGN REQUIREMENTS --� Submittals shall be stamped and signed by the SSE. (1) The averages of all sets of 3 consecutive tests equal or exi;ced the Specked strength. 2104 5, 2106.3, 2108.2.2. Unless otherwise noted on the plans, the minimum wall reinforcement shall be as (2) No individual test falls below the specified strength by more than 00 psi. follows: a� a y DESIGN LIVE_LOADS "Submit for review" - Submit to the Architect/Engineer for review prior to fab'kation or con- A "test' for acceptance is the average strength of the two cylinders tested at the specified test ►--� 0, struction. Roof(snojv) 25 PSF (1) p g y age. Horizontal Bars = W a, Wall Thickness Vertical Fars Running Bond Stack Bond W c NOTEPRIORITIES Notes on ;he individual drawings gove n over notes on this sheet. (1) Designed for drifting snow in accordance with UBC Appendix 8" #5@ 32" o.c. #5@ 48" o.c. (2) #5r 48"o c. Ltd V 3 0 Chapter 16, Division 1. CONCRETE REINFORCEMENT U) SPECIFICATIONS: Refer to the specifications for information in addition to that contained in these notes Bond beams with ho-izontal bar or bars shall be provided at 48 inches on center and at a!I floor and roof o > E and the structural drawings WIND DESIGN: Basic Wind Speed - 80 MPH, Exposure B, I = 1.0. REFERENCE STANDARDS: Co iform to: a W p° lines and at the top of the wall. Provide a bend beam with horizontal bar or bars over a!! openings, and ex- cam, u tend these bars 2'-0" past the opening at each side. Provide a bar or bars vertically for the :AI height of the � ch v STRUCTURAL_ DETAILS: The structural drawings are intended to show the general character and extent of SEISMIC DESIGN: Seismic Zone 3, Soil Type Sd, I = 1.0, R =4.5. (1) ACI 301-99 "Standard .':necifications for Structural Concrete", Section 3 "Reinforcement and Re- o wall at each side of openings, wail ends and i��itrsections. Dowels to masonry walls shall be embeddea a LLl the project. They a.e not intended to show all details of the work. Details oohed "typical" apply to similar inforcement Supports".RSI Mminimum of 1'-6" or hooked into the supporting structure and be of the same size and spacing as wall rei�� d work throughout the project unless noted separGtely. DEFLECTIONS: Total Load Deflection Limit U240 (2) ACI SP-66 "ACI Detailing Manual" including ACI 315 'Details and Detailing of Concrete Rein- ,n forcing. Reinforcing OPPi shall be as specified under Masonry Reinforcing Steel". Provide corner bars to �. C'. Live load Deflection Limit L/360 ot . match the horizontal wall reinforcing at wall intersections. Lap all bars 48 diameters, V-6" minimum unless jL I r w ARCHITECTURAL DRAWINGS: Refer to the architectural drawings for information including but not limited (3) CRSI MSP-2-98 "Manual of Standard Practice''. o to: dimensions, elevations, slopes, door and window openings, non-bearing walls, curtain walls, stairs, ere- (4) ANSI/AWS D1.4 "Structural Weldir,g Code - Reinforcing Steel". note) on the plans. vators, curbs, drains, depressions, railings, waterproofing, finishes and other nonstructural items. SOILS AND FOUNDATIONS (5) UBC Chapter 19, Concrete. GROUTED CELLS Fill cells containing reinforcing bars Iry;th grout at maximum 5-0" lifts, unless noted ath- o STRUCTi;^'.L (6) ACI 318-99 and ACI 318R-99. erwise. Reference UBC 2104.6 for RESPONSIBILITIES: The structural engineer is responsible for the strength and stability of REFERENCE STANDARDS: Conform to UBC Chapter 18 "Foundations & Retaining Wali:,." masonry grouting Procedures. W the primary structure in its completed form. SUBMITTALS: Conform to ACI 301 Sec. 3.1.1 "Submittals, data and drawings". Submit placing drawings GEOTECHNCIAL INSPFCTIOId: The Geotechnical Enginee- shall inspect all prepared soil bearing sur- BRICK VENEER r- faces prior to placement of concrete and reinforcing steel and verify that soils are adequate to support the showing fabrication dimensions and locations for placement of reinforcement and reinforcement supports. _ CON-TRA.,I�OR RESPONSIBILITIES: The contractor is responsible for the means and methods of con- � r struction and all job related safe standards re. OSHA'. He is res "Allowable Foundation Pressure"shown below. ANCHORS: Anchor ties shall be the DUR-O-WAL seismic anchors. Anchor ties shall be made of 14 gage or j 1y . ( responsible for the strength and stability of [LIFTING REQUIREMENTS for Tilt-Up Panels: The contractor is responsible for designing and detailing ad- 12 gage galvanized metal which shall be engineered to attach: tO the structure during construction. He shall provide temporary shoring, bracing and other elements required ditional reinforcement regt!ir,:d for lifting panels.] to maintain stability until the structure is complete. It is the contractors responsibility to be familiar with the DESIGN SOIL VALUES. . to the face of CMU or concrete with D/A 5213S anchors Ln work required in he construction documents and the requirements for executing it properly. The contractor MATERIALS: • to steel stud, wood stud or steel frames with D/A 213S or D/A 431 anchors; shall at his discretion employ a Oregon State registered structural engineer for design of temporary bracing Allowable Foundation Pressure [Assumed] . . . 1500 PSF . or to channel slot anchor assemblies with DiA 931 or D/A 131anchors. C and shoring. Submit construction sequence to A,chitect/Engineer for review. Passive Lateral Pressure . . . . . . . 200 PSF/FT Reinforcing Bars ASTM A615 Grade 60, deformed bars. L Active Lateral F ressure (unrestrained). . . . . . . . 30 PSF/FT DeformeWelded Wire Fabric ASTM A-+97 Anchors in Seismic Zone 3 or 4 shall have 12 gage or 11 gage pintle witri shear lugs to hold pencil rod or#9 The contractor shall submit plans showing thr location, load, size and anchorage of all hangers supportingActive Lateral Pressure (restrained). . . . . . . . . . 50 PSF/FT „ wire veneer reinforcement. Pintles shatl extend minimum1-1/2" into the veneer. Anchors shall adjust 1-1/4" Coefficient of Sliding Friction . . . . . . . . . . . . . . . 0.35 Bar Supports RSI MSP-2-93, Chapter 3 Bar Supports". any mechanical, electrical , plumbing or sp,inkler roads in excess of 50 pounds. Any roof mounted equip- g Tie Wire J.5 gage or heavier, black annealed. up or down to allow for different course heights and shall allow at least /z" horizontal in-plane movement to ment shall be inc'uded on these plans and shall s`rcw the loads, size and location. Submit plans to the Ar- accommodate expansion & contraction. Provide a standard hot-dipped galvanized finish (1.5 oz zinc PSF) chitect and E n9l neer-of-Record for review prior to installation. Assumed values shall be field verified by the Building Official or the Geotechnical Engineer prior to placing 1 A. Welding Welding is not permitted except as specified in UBC Sec. 1921.2.6. or 304 stainless steel, whichever is required for the project. Provide 2 screws at each anchor for the stud ap- , concrete. plications: use D/A 807 for steel D/A 808 for wood, D/A 935 ors special %" ex Hiiti orequal) for B. Mill Tests Submit mill certificates indicating physical and chP^�ic:.l properties. p � � expansion bolt (P ! DISCREPANCIES. In case of discrepancies between the specifications, reference standards and the C. Yield Strength Actual yield strength, based on mill tests, does not exceed the specified yield strength ty concrete or masonry retrofit applications. governing code the Architf.cVEn ineer will determine which shall oven. Discrc� ancies shall be brcu ht FOOTING DEPTH: Exterior perimeter footings shall bear not less than 18 inches below finish grade, or by �. 9 9 9 5 a" 9 more than 18,000 psi. (Retests shall not exceed this value by more than an additional 3000 f,_ ) to the geotechnical engineer and the building official. Interior footings shall bear not less than 12 inches telow D. Ultimate Strength The ratio of the actual ultimate tensile strength to the actual tensile yield strength is ANCHOR SPACING & WIRE REINFORCEMENT: Anchor ties shall be spaced so as to support not more r the attention of the Architect/En ineer before proceeding with the work. finish floor. than 2 square feet of wall area but not more than 24 inches on center horizontally. Anchor ties shall be con- LLJ 9 p 9 not less than 1.25. netted to horizontal joint reinforcement wire of No. 9 gage or equivalent. The joint reinforcement shall be SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts be- FABRICATION: Conform to ACI 301, Sec 3.2.2. "Fabrication", and ACI SP-66 "ACI Detailing Manual". continuous with 10" lap splices permitted. ! tween the drawings and actual site conditions shall be brought to the attention of the Architect/Engineer be- fore proceeding with the work. CAST-IN-PLACE CONCRETE WELDING: Bars shall not be welded unless authorized. When authorized, Conform to ACI 301, Sec. CONSTRUCTION OVER STUDS: When applied over wood or metal stud construction, the studs shall be 3.2.2.2. "Welding"and provide ASTM A706, grade 60 reinforcement. skated a maximum of 16 inches on centers and approved paper shall first be applied over the sheathing or CONSTRUCTION LOADS: Loads on the s,-Moire during construction shall not exceed the design loads as REFERENCE STANDARDS: Conform to: wirer between studs except as otherwise provided in Section 1402.0-1402.5 of the 1997 UBC. An air space noted in DESIGN REQUIREMENTS below or the capaci.y of partially completrt;construction. " PLACING: Conform to ACI 301, Sec. 3.3.2 "Placement". Placing tolerances shall conform to Sec. 3.3.2.1 of at least 1 inch should be maintained between the backing and the veneer in which case temporary spot ;1) ACI 30 -96 Standard Specifications for Structural Concrete", bedding may be used away from the ties to align the veneer. Spot bedding at the ties shall be of cement 2' UBC Chapter 19. Tolerances. mortar entire) surrounding the ties. ADJACENT UTILITIES. The contractor;:hall determine the location of all adjacent underground utilities prior ( � Y 9 to excavation.. CONCRETE COVER: Conform to the following cover requirements from ACI 301, Table 3.3.2.3: ' Z FIELD REFERENCE: t'eep in contractors field office a copy of ACI Field Reference manual, SP-15, < 0 ALTERNATES: A`Iternates for specified items may be submitted to the Architect/Engineer for review. "Standard Specificatior:s to Structural Concrete (AC! 301) with Selected ACI and ASTM References". Concrete castUR against earth 3" STRUCTURAL STEEL Q CONCRETE MIXTURES: Conform to AC„ 301 Sec. 4 "Concrete Mixtures". Concrete exposed to earth or weather 3 ;; REFERENCE STANDARDS: Conform to: r n w Bars in slabs and walls �J = 0 SUBMITTALS MATERIALS: Conform to ACI 301 Seg: 4.2.1 "Materials" for requirements for cementitious materials, aggre- SPLICES: Conform to ACI 301, Sec. 3.3.2.7. Refer to "Lap Spline Schedule", for typical splices. Splices (1) AISC "Manual of Steel Construction- Allowable Stress Design" Z — SUBMITTALS: Submittals for shop drawings, mill tests, product data, etc. fu; iter is designed by the Eng;- gates, mixing water and admixtures. shown on individual sheets control ever the schedule. Use Ciass B spices unless noted. Mechanical con- (2) AISC "Code of Standard Practice for Steel Buildings & Bridges". "—' (� M � neer of Rekord shall be made to the Architect/Engineer prior to :r;struction. Th- contractor shall review the nectivris may be used when approved by the Engineer. (3) RCSC Specification for Structural Joints using ASTM A325 or A490 Botts". �✓ U < submittal before forwarding to the Architect. Submittals shall be made ir, lame to provide a two-week review SUBMITTALS: Provide all submittals requited by ACI 301 Sec. 4.1.2. Submit mix designs for each mix in (4) AWS D1.1 "Structural Welding Code - Steel". o period for the Architect/Engineer. S:bmittals required for each section of these notes are specified in that the table below. FIELD BENDING: Conform to ACI 301 Sec. 3.3.2.8. "Field Bending or Straightening". Ba;sizes#3 through — section. #!�5 may be field bent cold the first time. Other bars require preheating. Do not twist bars. SUBMITTALS: Stl:,mit shop drawings in accordance with AISC Specification Sec. M1 "Shop Drawings". ! © ,� ~ TABLE OF MIX DESIGN REQUIREMENTS Submit welders certificates verifying qualification within past 12 months. Z C SHOP DRAWING REVIEW: Review by the Archit,�ct/Engineer is for general compliance with the design TYPICAL CONCRETE REINFORCEMENT : Unless noted on the plcns, concrete walls stroll have the fol- Member Type/Location Strength Test Max Max Air MATERIALS: Conform to: concept and the contract documents. Markings or comments shall not be construed as relies Ing ,:ie contrac- lowing minimum reinforcement: for from compliance with the project plans and specifications, nor departures therefrom. The contractor re- (psi) Age Aggr. W/C Cont. maim responsible for details and accuracy; for conf .,ang and correlating all quantities a:,.d dimensions; for (Daus) (Inch) Ratio °u Wall Thickness Horizontal Bars Vertical Bars Location Structural WF Shapes ASTM A992-GR50 selecting fabrication processes; for techniques of assembly-, and for performing work in a secure manner. 6" #4 @ 12"o.c. #4 @ 12"o.c. @ CL of Wall Other Structural Shapes ASTM A36 UJ (D When shop drawings differ from or add to the requirements of the structural drawings they shall be- designed FOU,-dations 3000 28 1 -- --- 611 #5 @ 12"o.c. #5 @ 12"o.c. @ CL of Wall Bars & Plates ASTM A36 ! �' and stamped by a Specialty Structural Engineer (SSE). Refer to DESIGN BY G(HERS below. Structural Tubing ASTM A500, Grade B < Slabs-on-Grade & Sidewalks Botts ASTM A307 DESIGN BY OTHERS: Exterior 3000 28 1 0.45 5 High-Strength Boits ASTM A325N W Interior 3000 28 1 0.50 ---- REINFOR CEL JIT MASONRY Anchor Bolts (Fleaded) ASTM 4307 ..._j LOADS: All pre-Engineered, prefabricated, manufactured, or other products designed by others shalAnchor Rolta (J-type) ASTM A36 be designed for the tribuiary dead and live loads plus wind and earthquake loads whe-i applicable. Retaining Walls 4000 28 1 050 ---- REFERENCE 'ANDARDS: Conform to: Threaded Rods ASTM A36 Live, wind and earthquake loads are shown be!ow. Total design dead loads are shown below. DesignWelding Electrodes E70XX Mix Design Notes: (1) UBC Chapter 21 "Masonry". E & Expansion Anrhors Simpson or equivalent shall conform to the specificat+ons, reterence standards and gov;:rning code. 2 ACI 530.1-95/ASCE fi-95/TMS 602 95 "S cifica:ion for Mason Structures". ( ) pe Masonry Concrete Screws Powers West or equivalent i Roof Dead Load . . . . . . 20 PSF (1) W/C Ratio: Water-cementitious material ratios shall be based on the total weight of ce^pnti- Grout Embeco or equivalent Tetao Deflection Limit See DESIGN REQUIREMENTS ti011s materials. Ratios not shown in the table above are controlled by strength requirerriiants. SUBMITTALS: Conform to ACI 530.1 Sec. 1.5. Submit for review shop drawings including: Live Load Deflection Limit See DESIGN REQUIREMENTS 'NELDING: Conform to AWS D1.1. Weldc;s shall be certified in accordance with AWS requirements. Use (2) Cementitious Content: (1) Masonry reinforcement, size, layout, and grade in accordance with ACI 530.1 Sec. 1.5.6.6 and E70 elec.mdes of type required for materials to be welded. DEFERRED SUBMITTALS: Items designed by others shall include calculations, design drawings, prod- a) The use of fly ash, other Nzzolans, silica fume, or slag shall conform to ACI 301 Sec certificates of compliance in accordance with ACI 530.1 Sec 1.5.13.7., uct data and shop drawings. Design shall be prepared by a Specialty Structural Engineer and submitted 4.2.2.8.b (2) Test reports for masonry prisms, block, mortar and grout. BOLTING: ASTM A307 bolts shail be installed 'snug tight" per AISC, Section RCSC 8(r,). ASTM A325 F to the Architect/Engineer for review. These elements include but are not limited to: b) For concrete used in elevated floors, portland cement content shall conform to ACI 301 Sec bolts shall conform to the RCS(' Specification Section 8 (d). i 4.2.2.1. Acceptance of lower cement content is contingent on providing supporting data to STRENGTH: The assumed strength of the masonry assemblage fm is 1500 psi based on UBC Taule 21-D Cold Formed Steel Framing the Architect/Engineer for review and acceptance. and UBC Sec. 2105.3. "Unit Strength Method", using one-half allowable stresses for design. HEADED SHEAR STUDS: All shear studs shall be 3/4" diameter unless noted otherwise. Nominal stud Engineered Wood Productslengths shall be as shown on drawing. Headed steel studs shall be welded in accordance with AWS D1 1 Solid Web V, nrl Joists (3) Air Content: Conform to ACI 301 Sec 4.2.2.4. Horizontal exteric- surfaces in crintact with the QUALITY ASSURANCE. Conform to UBC Sec. 2105 "Quality Assurance" and Chapter 35 "UBC Stan- Chapter 7 "Stud Welding". soil require entrained air. Use "moderate exposure". Vertical exterior surfaces require dards". REVIEW: Review of the Specialty Structural Engineer's tSSE) design and shop drawings is for compli- "moderate exposure". Tolerance is t 1 1/2%. Air content shall be measured at point of place- ANCHORS: Expansion and epoxy anchors shall be Simpson or equivalent Install in accordance with ante with design criteria and compatibility with the design of the primary structure and does not relieve ment. (1) Masonry Prisms. During construction build and test sets of three prisms in accordance with manufacturers instructions. Embedment lengths shall be as shown on drawings. the SSE of responsibility for that design. UBC Standard 21-17 " aot Method for Compressive Strength of Masonry Prisms". Build prism (4) Slump: Conform to ACI 301 Sec 4.2.2.2. Slump shall be determined at point of placerrrr,nt. under observation of the special inspector or ars approved agency and test by an approved CONCRETE SCREWS: Concrete screws shall be Powers West (ICBO# ER-5788) or equivalent. Install in agency. Test a set of prisms for each 5000 SF of wall area. Prism tests prior to construction accordance with manufacturer's instructions. Embedment lengths shall be as shown on the drawings. TESTS AND INSPECTIONS (5) Chloride Content: Conform to ACI 301 Sec 4.2.2.6 and 1 able 4.2.2.6 are not required INSPECTIONS: All construction is sup est to inspection b the Building Official in accordance with UBC FABRICATION: Conform to AISC Specification Sec. M2 "Fabrication" and Al_',C Code Sec. 6 "Fabrication I Pe Y 9 (6) Non-chloride accelerator: Non-chloride accelerating admixture may be used in concrete slabs (2) Grout: Test in accordance with UBC Standard 21-18 "Method of Sampling and Testing Grout". and Delivery". Perform work on premises of a fabricator [approved by ;he building official]. [certified by the Sec. 108. The contractor shall coordinate all required inspections with the Building Official. placed at ambient temperatures below 50 degrees F at the contractors option. Provide tests for each grout lift. "AISC Quality Certification Program"]. � I SPECIAL INSPECTIONS: In addition to the inspections required by UBC Sec. 108, the owner will employ FORMWORK Conform to ACI 301 Sec. 2 "FormworF and Form Accessories". Removal of Forms shall con- MATERIALS: SHOP PAINTING: Conform to AISC Specification Sec. M2 and AISC Code Sec. 6.5 unless a multi-coat sys- special inspectors in accordance with UBC Sec. 1701.5 to inspect the following structural work. form to Sec. 2.3.2 except strength indicated in Sec. 2.3.2.5 shall be 0.75 f c. Reshoring shall conform to tem is required per the specifications. Do not prime surfaces to be fireproofed, in contact with concrete, or Sec. 2.3.3. Concrete Maso�_Uniis: Conform to ASTM C 90, Grade N-1, medium weight (approx. 115 PCF). Pro- field welded. Steel work to be concealed by interior building finish or to be in contact with concrete does not Concrete vide 1900 psi compressive strength to achieve masonry assembly strength indicated above under require painting. All other steelwork shall be given one coat of shop paint unless a rmitti-coat system is Job No: 02-049 During the taking of concrete test specimens. MEASURING, MIXING, AND DELIVERY: Coliform to ACI 301 Sec. 4.3. STRENGTH. specified. One coat shop primer is not intended as a primer for a multi-coat syst9m. Refer to Ae project pate: 11/21/02 During the placing of reirdriced concrete. specifications for primer and top coat requirements. All steel shall be painted per project specifications Prior to and during placenient of concrete around botts. HANDLING, PLACING, CONSTRUCTING AND CURING: Conform to ACI 301 Sec. 5. Mortar: Conform to ASTM C270, Type S, and UBC Sec. 2103 "Mortar and Grout". Proportions may be unless noted otherwise on the drawings or in the specifications. Proj. Manager: JSF Steel based on laboratory or ,yield experience or UBr Table 21-A. Minimum ultimate compressive strength During the welding cif any member or connection except as noted in LIBC Sec.1701.5.5. CONSTRUCTION JOINTS: Conform to ACI 301 Secs 2 2.2.5, 5.1.2.3a, 5.2.2.1 and 5.3.2.6. Joints shall be shall be 1500 psi when tested in accordance with UBC Standard 21-16. GAI-VANIZING: All exposed steel outside the building envelope shall be hot-dipped galvanized. Apply field Drawn: JSF High-stren,?th bolting by UBC Chapter 22. located and detail-A as on the construction drawings. Use of an acceptable adhesive, surface retarder, port- touch-ups per specifications Structural Masonry :and cement grout or roughening the surface is not required unless specifically noted on the drawings. Grotwt: Conform to AS C476 and UBC Sec. 210,; Prnportions may be based on laboratory or field Checked: TES Masonry inspections as specified in REINFORCED UNIT MASONRY experience or UBC Table 21-B. Minimum compressive strength shall be 2000 psi when tested in actor- ERECTION: Cfto AISC Specification Sec M4 "Erection" and AISC Code Sec.7 "Erection". Steel n Soils & Foundations EMBEDDED ITEMS: Position and secure in place expansion joint material, anchors and other structural dance with UBC Standard 21-18. Use fine gruut except coarse grout may be used where permitted by work shall be carried up true and plumb within the limits defined in AISC Code Sec. 7.11. Shut Title During earthwork excavat;,an, grading, pre-loading and filling operations to satisfy requirements and noxi-structural embedded items before placing in concrete. Contractor shall refer to mechanical, electri- UBC Table 21-C. GENERAL NOTES of UBC Chapter 18 and Appendix Ch.33. cal, plumbing, architectural drawings and coordinate for other embedded items. BRACING: The contractor shall provide temporary bracing by AIS., Specification Sec. M4.2 "13mcina" and All prepared soil bearing surfaces shall be inspected by the geotechnical engineer prior to plac- Reinforcing Bars: Conform to ASTM A615, Grade 60, deformed bars unless noted. Lap bars 48 diame- AISC Code Sec. 7.9. ' remporary Support of Structural Steel Frames". in reinforcing steel ters at splices. Place in accordance with UBC Sec. 2104.5. y 9 GROUT: Use 7000 psi non-shrink grout for column base plate. P Wood ARCHITECTURALLY EXPOSED STRUCTURAL STEEL: Steel identified by the Architect on the architec- Diaphragms & Shearwalls: anchor bolts, tie-downs, concrete or masonry ties to diaphragm, GROW': Consult Master Builders Construction and Service Division Product information Catalog for de- [Joint Reinforcement: Conform to UBC Standard 21-10, Part I. "Joint Reinforcement for Masonry", and tural drawings as Architecturally Exposed Structural Steel, (AESS) shall conform to Sec. 10 of AISC Code. Sheet Number drag strut connections, nailing size & spacing. srription of grouts listed below. UBC Sec. 2104.8.1 Moisture corrt3nt of wood studs, plates, beams and joists as required by the engineer and archi- Pacific riwv.Yz. 16200 tect. BUP2002-00556,SIT2002-00036 13 of 16 NOTICE: IF THEPRINI- OR TYPE ON ANY IIIf Ili III III I I III 111 I VIII I � i II � IIII III 111 ] 111 Ijl III III ISI I VIII III II , IIIi III III III I � VIII II ' III 111 III III III 1ml11 III III Til I �IIIII III III VIIIIIMAGE IS PLOT AS CLEAR AS PHIS NOTICE, L 111 I Il 71I II I I � =II11111111 -1.0� ---- I I1�I I _ 1� C yl J o�00 IT !S DUE TU THE QUALITY OF THE _ "°'03 ORIGINAL DOCUMENT _.- -- -1 �------ -- - ------ -- -- -- --- - --r- TTT �— �E I B�Z 81Z _ L�Z II _I�IZ f�Z ElZ I 7�Z I i Z UIZ bili I .f31[ G'[ �„N i Illlllilllllll ILII IIIIIIILI ILII tril II IIIII ILII ILII.IIIIIIIII IIILIIIII IIIIIIIIIIIIIIIIIIIIII►I IIIIIIIII IIIIIIIIIIII,IIIIIIIIIII ILII ILII ILII IIIIIIIIII►III�IIIIIIIII Illl�llll lllllllllllll► ,III ►►►! ►111 i 1111 lllllll 11LIIlillll�ll s 1 COLD-FORMED STEEL FRAMING, ��� ,�, p �E21 Ph ?� % G I IV F R .RENCE STANDARDS: Confoi r)to 18813PE 9 (1) AISI "Specification for the Design of Cold-Farmed Steel Structural Members". 1 /2 1 /2" �,. R (2) AWWC "Wall and Ceiling Standards" Sec. 9.8 'Exterior Steel Studs Wall Systems". �`G OREGON � ���� / (3) AWS D1.3 "Structural Welding Code - Sheet Steel i I ®K 0 TER S: MA IAL F &C r ..— �. Studs and Track LASTMIr ��Es:O6/30� 7`7 16 gage and heavier shat be AS fM A446 Grad, D or ASTM A570 Grade �---_ 50, Min Fy=50 KSI, 18 gage and lighter shall be ASSTM A446 Grade A, or ASTM A570 Grade - E 33. Min Fy=33 KSI, - -(2) 3/4"0 BOLTS (2) #4 ° I Sheet Metal Screws Grabber wafer Self-Drilling, #8 x 112 /� AT BEAM GAGE- - �--� Track to Steel Hiltl ESD 16 P8TLn z_ rj o N Studs and Track shall be galvanized in accordance with ASTM A525, G60. Fastenings not shown on 1VN1/ " BEAM BLOCK " Q o the drawings shall be as recommended by the manufacturer. i i BEARING R Z CT 1/16 -- OPEN BOND v SIZE AND PR FIL Cold-formed steel framing members shall be of the size and profile as shown on the / ! ! LL_ :~,i. (2) #5 BEAM W o a drawings Members equivalent in shape, size, stiffness, and strength by iTanufacturers not listed on the 1 1 PER PLANK r' - - METAL LATH LL.I v � o .contract document:, may be substituted for frarning members shown. Alternate members shall be suh;Lct to i r r. .. BEAM BLOCK cn -o review and approval by the Architect/ Engineer. i i _ 90' HOOK ��- Ln w - PARALLEL TO '�' t in m ROOF DESIGN. Roof Framing shall be of the size and profile shown on the architect or structural drawings. LINTEL WALL BONDBEAM d w U I Framing shall be designed to support a uniform live load without deflection exceeding 1/240 of the span and — � a total load without exceeding allowable stresses. Reference DESIGN REQUIREMENTS, this sheet for � It loading criteria. Framing shall also be designed to resist the specified wind and seismic loads. (y U1 i ERECTION: Erect Framing in accordance with mo:lfacturer's instructions and shop drawings. u I NOTE: ( X WOOD FRAMING BEARING R THICKNESS SHALL BE j/4" WHERE DEPTH OF SUPPORTED MEMBER EXCEEDS 24" REFERENCE STANDARDS: Conform to. (1) UBC Chapter 23 "WOOD" WF BEAM TO TS COLUMN CONNECTION CMU LINTEL / BOND BEAM ao (2) NDS - 1991 and NDS Supplement - 1991 "National Design Specification for Wood Construction" » I Z (3) ANSI/TPI 1 "National Design Standard for Metal-Plate-Connected Wood Truss Construction" SCALE: 1 = 1 -0 SCALE: /4 = 1'_0 (4) TPI HIB "Commentary and recommendations for Handling, Installing & Bracing Metal Flate Con- nected Wood Trusses" (5) TPI DSB "Recommended Design Specification for Temporary Bracing of Metal Plate Cunt iccted Wood Trusses" t a SUBMITTALS: 'Submit shop drawings to the Architect/Engineer fcr review. Shop drawings shall include u member size, spacing, camber, material type, grade, shop and field assembly details and connections, types and location of bolts, welds and other fasteners. Supply shop drawings for the following: i glulam LVL members DEFERRED SUBMITTAI S: Submit product data and proof of ILEO approval for framing members and fas- teners that have been designer' by others. Submit calculations prepared by a Professional Engineer in the state of[Washington] for all members and connections designed by others. All necessary bridging, blocking, BRICK VENEER PER ARCH TYPE blocking panels and web stiffeners shall be detailed and furnished by the manufacturer. Permanent and UJ temporary bridging shall be installed in conformance with the manufacturer's specifications. Deflection limits V shall be as noted under DESIGN REQUIREMENTS section. Products included are: ct Solid web wood joists (SWWJ). ' Z IDENTIFICATION. All sawn lumber and pre-manufactured wood products shall be identified by the grade ----8"xc!'-4" CMU :.INTEL ?� mark or a certificate of inspection issued by the certifying agency. `wool MATERIALS ~�J F -- , z Glued Laminated Timber: Conform to AITC 117 "Standard Specificaiions for Structural Glue- CONT L6x6x% BRICK VENEER N _ Q ' laminated Timber of Softwood S cies, Manufacturin and Desi n" .end ANSI/AITC A190.1 SUPPORT W 3/ "0 ANCHOR ^' = 4L Q g g / 4 "Structural Glued Laminated Timber'. Camber all glulam beams tc 2006 radius, unless shown oth- BOLTS AT 24" OC TO CONT (2) #4 IN CONT Z CK erwise on the plans. BOND BEAM IN CMU LINTEL BOND BEAM AT ANCHOR BOLTS TYP = O Member Use Sizes Species Comb. Symbol Uses Beams All DF/nF 24F -V4 Simple Spans All DF/DF 24F -V8 Cant. Spares ~�' C ) Q ;. U_ Wood Structural Panels. Elywood / Sheathing: Wood structural panels include: all veneer plywood, -- � (` oriented sti and board, waferboard, particleboard, and composites of veneer and wood based mate- <Q rial.. Conform to UBC Standard 23-.2 "Construction and Industrial Plywood" based on Product Stan- M dard PS 1.83 of the U.S. Dept. of Commerce, and UBC Standard 23-3 "Performance Standard for LLI j Wood-Based Structural-Use Panels" based on Product Standard ?S 2-92 of the U.S. Dept. of Com- NOTE: >. mErce and the American Plvwood Association (APA). REF 2/51.2 f OR CALLOUTS IN COMMON W f n W co� �`J Minimum APA Rating BRICK VENEER SUPPORT AT CMU LINTEL v✓ ovation_ Thickness Snan Rating Panel Grade Exposure3 Roof 19/32" 40/20 C-D 1 SCALE: 1" - 1'-0" W Unless noted otherwise on drawings, install panels with long dimension across supports and with panel continuous over two or more spans. End joints shall occur over supports. Timber Connectors: Shall be "Strong Tie" by Simpson Company as specified in their latest catalog and shall be called out by letter and number. Alternate connectors by other manufacturers may be substituted provided they have ICBG approval for equivalent or greater load capacities. Connectors shall be installed per the manufacturer's instructions. Where connector straps connect two mem- bers, place one-half of the nails or bolts in each member. Provide washers under the heads and nuts of all bolt3 and lag screws bearing on wood. Unless noted otherwise al! Mails shall be common. The following materials are based on lumber manufactured ty TrusJoist McMillan Corporation and r7� ilre used for the der-ign as shown on the plans. Alternate manufacturers may be used subject to review and app,-oval by the Architect and Structural Engineer. Alternate joist hangers and other hardware may be substituted for the items shown provided they have I.C.B.O approval for equiva- lent or greater load capacities. Laminated Veneer L� rber (LVL):- Conform to NES Report No. NER-481 or CCMC Report No. 08675-R. Solid Web Wood Joists. (SMJI Conform to NES Report No. NER - 200 or the appropriate CCMC report number. Products shall be proven by testing and evaluation in accordance with ASTM D - 5055. Joists shall be designed by the manufacturer for the spar's and conditions shown on the plans. Joist-. shall nave wood chords and solid wood webs. ti NAILING REQUIREMENTS: Provide minimum nailing in accordance with UBC Table 23-II-B-1 "Nailing Schedule" except as noted on the drawings. Nailing for roof/floor diaphragms/shear walls shall be per draw- ings. Nails shall be driven flush and shall not fracture the surface of sheathing. A MOISTURE CONTENT: Wood material tis,d for this project shall have a ma>lmum moisture content of 19%. Refer to TESTING & INSPECTIONS for the verification of these limits. Tl,e maximum moisture con- tent required may be less than 19% if based on a particular cladding/insulation system. Refer to the Archi- Job No: 02-049 tect's drawings and/or project specifications for more restrictive requirements Date: 1,/21/02 PRESERVATIVE TREATMENT. Wood materials required to be "treated wood" in accordance with UBC r Sec. 2306. "Decay and Termite Protection" shall conform to the appropriate stand:. -ds of the Arrprican rprol. Manager: JSF Wood-Preservers A-•sociation (AWPA) for sawn lumber, glued laminated timber, round poles, wood piles �— and marine piles. Follow American Lumber Standards Committee (ALSC) quality assurance procedures. Drawn: JSF Products shall bear the appropriate mark. Checked: TES Sheet Title GENERAL NOTES DETAIL;' Sheet Number Pacific Hwv. Y2. 16200 BUP2002-00556,SIT2002-00038 S1w2 14 of 16 NOTICE: IF THE PRINT OR TYPE ON ANY I l l! -I I I I I I I I I 1 1 1 1 1 I�jI I L I I 1 1 1 1 1 1 1 V I I I 1 1 1 1 I I 1 I i I III 1 1111 11 I I 11 1 I I I I 11 VIII ;' 1 111 ! 1 1 III III 1 1 1 11 1 1 IgI I I I 1111 1 I I 119L1 1 1 11111 I,lo I I I ILII 11111 III V I I I 111 /] �� I �VV IMAGE IS NOT AS CLEAR !�S THIS NOTICE, l I I I �L I . I I �L—I- — - I.6�__T_.�. �Ij� - - I L I I 1_ )T IS DUE TO THE QUALITY OF THE "°'e ®, =�'. ORIGINAL DOCUMENT 8Z 8Z LZ 9Z tilil �Z SZ Z IZ OZ 8I SF11 Li 9t 4I 1bt t:T Zt Li T 8 B L 9 9 >i Z Ta�uw TI I ( TAT T I 1 � If I 111111111111 II� I I Il1l 1111111111i1 III111I11 III1111II,III1 Illi Illllllll 11I11111iillllllli 11111111u111111!11 [I Lk elle elle 1111I1llllllllltlll �II,��I ��� ►I►I� II � 1111 III � 1 l (EXIS�TING BUILDING SIMP LTT19 AT EVERY OTHER ROOF _ 3 „ ��r 1G N9EGON c; n �= I M o / T l__ /4 PT 4x12 LEDGER W/ / 0 THREADED ( (i. _ z ,�. U) 1 (E) 6" CONCRETE JOIST W/ EPDXY ANCHOR W/ 4'%2" MIN ROD ANCHORS W/ SIMPSON �: 2�' I I ``' I /TILT-UP WALL EMBED IN (E) CONCRETE WALL TYP-- EPDXY (5" MIN EMBED TYP) --- i I _ - _ - - - - - -- - _ _ - _ _ _ _ - -- --- - - - - - -«- - - w ------ -- _ � AIR ES`;O '/3`0 ig 3 I i I ui N - z ; I i ' 5/g" APA RATED ROOF SHEATHING SIMPSON W/ E.`OCKING AND NAILING .n cL ----- - CMSTCi6x13 -4" z U E 3 REQUIREMENTS PER 7/S5.1-- %/ r -DOUE,LE 14' TJI/L65 EA SIDE STRAP EACH WALL REQUIREMENTS 6•/,x27 ® OF `aECHANICAI UNIT TYP ANCHOR TYP '---� Q 1 LO ' � 4- N� - - \`---SIMPSON LTT130 AT C LnINE OF i _ v _-_-_ - 48" OC WALL ANCHOR0 CD �- v DLCK BELOW-,; 6/S5.1 ABOVE _ - - --_-. _ = TYP Q -� - Tj 13/ r.14 1.9E LVL W/ 1/S5.1 LL ---- -- 4 _ __-_ WOOD ROOF PLAN NOTES: W o --- SIMPSON LBV14 EA END TYP � `� - -- -- E- � i CRICKET PER ARCH TYP -1200# (MAX) ROOF 1, STRUCTURAL GENERM N)TES & DESIGN CRITERIA PLR S1.1 w u � o- ii I <� 8/S5.11 SIM SIMPSON HC 7-9 MOUNT MECHANICAL 2. VERIFY ALL DIMENSIONS A ID ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. ,_� o ; HINGE CONN CTOR UNIT COLUMNS AND FOOTINGS AKr- RID, T�PICAL. CONTINUOUS ?"� r- CENTERED ON G 3 i-' Ln -t a ' I -1200# (MAX) ROOF - - c11 K a, TSNOW DRIFT=65PSF MOON( MECHANICAL SIMPSON HCA7-9 FOOTINGS ARE CENTERED UN.IERc WALLS. u) ro /55,1 3 , HINGE CONNECTOR /S5.1 3. PL`MIOOD ROOF DECK TO BE /g (32/16) APA-RATED SHEATHING NAILED .0 GL 63/ x31 �/ UNIT 5/S5.1 3 , 5/55.1 3 2 5 " T v _ GL 6/ x34 / GL 6/4x34 /2 - l GL 6•/ x31 / - - A ROOF FRAMING MEMBERS AND BLOCKING PER 7/S5.1 9/S5.1 10'-0" 10'-0" 4. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL 4ND �\ SIMPSON MST48 TYP - SPRINKLER DRAWINGS. _J _ TO MATCH LT11.30 _13/1x 14 I LVL W/ - - - 5. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPOF'ARY ShIORING. � Wb= '-6 15PSF / ` - SIMPSON LBV14 EA END TYP 1y I N ® 6. C3 INDICATES STEEL IS COLUMN SIMP HTT16 TYP; AT FOUR ` 12- 8/'S5.1 ��OQ PSG \�pA� v ��� PSG 1/S5.1 7. INDICATES CMU PARAPET CORNERS ATIn^W TO DOUBLE ;-GL 6 /,x 27 I F� •Qn F o �� , Lm ao WALL STUDS & ",HONOR W/ u� S L01 Q S�OpE sto y �� Q y�� _ - 8. XL SECTION CUT - DETAIL NUMBER/SHEET NUMBER �� 5/g"0x6" !AC E7�LTS AT GI_ ca p k 0✓'E �j� pER �RC� A'eR '�R N V� ��� ,., S OPS �', 9. INDICATES �� F <X > ,AMBER IN GLULAM BEAM BEAM & 5/8"0 NELSON N ARnN a _ V DOUBLE 14" I/L65 EA SIDE - - -_ --_- o f p SUDS AT WF BEAM- �,/ X11® ^� - -- ��`� V �� OF MEC ICAL UNIT TYP 10. REF DETAIL SHEETS FOR TYPICAL DETAILS. I00 I 11 \ 1 �\ -� _- - 0 -'Ar, I 11 11 1 I �- - - - - - -.- - - - - L- J� -- - - --- - - - - - - - - - - -- ---- - - -- - - - -- - 1 - - lil,_ _J i_ - - -- - - - - - - - - �__� -�-�--- N PT 4x12 LEDGER W/ 3/4"0 (( (r' �3) os N N THREADED ROD ANCHOR s �i'�� SIMPSON LTTI30 AT EVERY OTHER ROOF JOIST TYP !, N o '� BOLT; AT 24" OC TYP U'i0 �; r� �V _ 10'-0" MIN �\ IV) \ }' �i'If�CS� SUB-DIAPHRAGM ZONE .Y w U) w A B �C �D) (E, r < ROOF FRAMING PLAN 0 SCALE. 1/g"-1'--0 �N - C/) , z R >- f 0 Z zo Z ID �. ® Q �, 0 f .1 E•XlSiii,C DOLLAR LL (D TREE BUILDING ..... Q ' --5'-4"L 8" CMU SHEARWALL W/ (2) #7 VERTS EA END a & #5 VERTS AT 8" OC IN REMAINING CELLS. USE (2) M 1 #3 SHEAR TIES AT 16" OC FOR ENTIRE HEIGHT OF LL>I �-� WALL. (SPECIAL INSPECTION REQUIRED) � z -(E) CONCRETE Z u,,,, rn U) I-- 4" SEISMIC JOINT FULL HEIGHT TILT-UP WALL 2" SEISMIC JOINT FULL HEIGHT N V cn OF WALL (FINISH PER ARCH) OF WALL (FINISH PER ARCH) - w iii I i u -0 Wx7 -4 �Lx16 DP FTG I I z2rj III I I W/ #5 ® 12 OC EA WAY TYP I I I I I 1 I z I I I I N III ��h FOUNDATION AND SLAB PLAN NOTES: 5/S4,1 - F" i i i i i i i ; 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND 6" i i i i i J ao PER S1.1. I I I 2. DIMENSIONS: 'VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S I I II II I 1'-6" i i i i i i N nRAWINGS. COLUMNS AND FOOTINGS L_= I I I EXISTING SLAB ON GRADE I ; IAFE CENTEIZE7 ON GRIP TYPICAL. ALL a " I 1 I I I I I I EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. CONTINUOUS FOOTINGS ARE 3 _6 I I I I I (ELEV PER ARCH) I I I II I CENTERED UNDER WALLS/STRUCTURAL PANELS. POSTS, BUNDLED STUDS OR COLUMNS TO BE CENTERED ON FOOTING, UNO, I I I I I I 3. TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 0'-0". FOR ACTUAL T SLAB E I I I I I I I / LF'CATION I i i i re+ I i REFER TO CIVIL AND ARCHITECTURAL DRAWINGS. SLAB ON GRADE ELEVATION VARIES r---�i r`---�� r--- �`� l I PER PLAN AND ARCHITECTURAL PLAN, I i i i 7/S4.1 4• "CJ" INDICATES CONTROL ,101NT. DETAIL PER 1/S4.1. I 1 1 1 I I I I I I 12/S4.1 TYP I L_ _-- `cel I I I 1 1 1 I I I I I I I I � 5. FIEERMESH IS AN ACCEPTABLE ALTERNATE TO WWF IN THE SLAB-ON-GRADE. J L-- j i i 32" FLUSH WALL -- PROVIDE FIBER DOSAGE PER MANUFACTURER RECOMMENDATIONS. SUBMIT TO PILASTER W/ (1) a, \ I I I ENGINEER FOR REVIEW �-5 -6 SQ x 1'--2" DP FTG I I #5 AT 8 OC TYP AL, PLUMBING, ELECTRICAL. AND I I I I I " --5'-6"SQ x 1'-2" DP FTG I I � ci. ALL DUCTS, CHASES, AND PIPES PER MECHAI� ; - #5 x 1 -2 DP FTG 1 ; SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL 1 i i i W/ #5 AT 9" OC EACH WAY W/ #5 AT 9" OC EACH WAY W/ #5 AT 9" OC EACH WAY I I i i i vp - 6 MIN EA WAY TYP i DRAWINGS TYP. I ( ) - (6) MIN EA WAY TYP - (6) MIN EA WAY I 7. ALL WOOD EXPOSED TO CGNCRETF, WEATHER, OR WITHIN 6" ,1F FINISHED GRADE_ -;-' I I M SHALL BE PRESSURE-TREATED. I 5/54.1 i i I i i i � � I 1 I ,r a- I 3/S4.1 TYP I 8. CONCRETE DIMENSIONS: CONTRACTOR SHALL LOCATE ALL DOOR OP, ',,NGS IN 6 -0 Wx7 -4 Lx16 DP FTG 1 1 I I I I 1 i i i W/ #5 0 12" OC FA WAY TYP � � 1 i N EXTERIOR FOUNDATION WALLS AND VERIFY WITH ARCHITECT PRIOR TO POURING ami p 'n l i CONCRETE. CONTRACTOR TO COORDINATE CURBS AND SIDEWALKS. `� 5'-4"L 8" CMU SHEARWALL W/ (2) #7 VERTS EA END S I- 1 I 9. 0 INDICATES STEEL TS COLUMN #5 VERTS AT 8 OC IN REMAINING CELLS. USE (2) o -CUT OUT EXISTING SLAB AS 1 �_J i 3 SHEAR TIES AT 16" OC FOR ENTIRE HEIGHT OF o u 'tEQUIRLD FOR INSTALLATION I 10. INDICATES CMU WALL I i i Job No: 02-0149 WAIL. (SPECIAL INSPECTION REQUIRED) .I �., OF CONTINUOUS FOOTING TYP ; 1 1 _-------.--._-,- _ N -_ -- -- -- SECTION CUT - DE(AIL NUMBER 'SHEET NL'MBFR , IT- - ------------------------ _------------ - ---- -- _ -- ---- -- ---- --- --- -- - --- ---- -------- -------- --- ------ -------- ----- - ------ - ------------ -- ------------------ ---------_----- -------------� I - X/SX.X 7 Date: 11/e1/02 777777777777777 777777 I _ - -- - -- - ---- - -- 12. REFERENCE SHEET S4.1 FOR T` PICA! CMU WALT_ CONSTRUCTION DFTAl1.5 Pro ��:�r7a Hr JSF ---------------------------------------------- ---- t_-- --� Urawn: JSF CL °D STEPPED FOOTING AS I 8" CMU WALL W/ #5 :- REQUIRED PER � ' VERT AT 24" OC ChecN gid: -TES 1 2/S4.1 TYP ,� Sheet Title I M FOUNDATION 0-0° 38' 0° 4'l'--O" I 42'-0" I 38 -0 - - PLAN 160'-0" - - ROOF FRAMING (A) ( ( -CI.1 PLAN ( B � C \/D � \ G J Sheet Number FOUNDATION PLAN Pacific Hwy Y2, 16:.'00 [3UP2002-00556, SIT2002-00038 SCALE: /j"_.1'-0" N 15 of 16 • ... .._ ..-.. -_ .. .., .. ..... NOT ICE: IF THE PRINT OR TYPE ON ANY ilr 1111111 III III 1111111 I IiIII III III I VIII Til II1 III ll1 III III 1'11111 III III 1111111 III III t I III ill tlI Ili I± I iii 111 I i ' 111 III 11i1 ! II Ili III 1111111 Illflll dill Lit �� IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1� I - I ! I I 1- 1 I.--I - Il - I- -- I-6�- I I- I-�1, I._.I --I g I I I I lU I 11 I I 12 ��(,�, ) L I �OO __ ._l _ -I _ 1 � 31 IT IS DUE TO THE QUALITY OF THE --� ORIGINAL. DOCUMENT _ - - _-- -- - -- . _.-- -- ---- 8Z 181Z GZ 181Z �7 fiZ bZ ZZ TZ OZ 8[ BT G�T 81l 9I: 16�T ET I ZT TT T 8 it9 L 9 llllt�:11111111iIIIIIINIIIIIIIIIli11111111111111111111 11 l�111. 111111.11111 11 ' i 1111111 I l 1111 1 111 l 111 IIIIIIIII11111111111►11111111I,II,Illllll► ►,11111111I►Illllllfllllll►Ill I I►�j � f I ► � III�11 ,�lllllll� ►I 111111111►ill�llil►ll�l�llll�<<llllillll�l�l lLlllLl.11� TNI► g r r 44 C'REGON �COV s HORIZ RUNE PER PLAN &- s GENERAL NOTES TYP CONCRETE WALL REINF" PER DETAILS, SECTIONS, --VERT REINF PER PLAN & I-ONG SMOOTH BAF ELEVATIONS, & 01 GENERAL NOTES TYP REINF TO MATCH SIZE AT 24" OC GREASE ONE SIDE GENERAL NOTES TYP OF SLAB REINF IYP 8" CMU WALL TYP UNO IN DOWEL INSERT, EINFORCING PER PLAN 48" HORIZ BAR TO 4 0 rp I j . #3x ----i AT 24" OC ft-R MATCH SIZE & • F(BASE SPACING OF WALL REF 12/S4.1 FO A u __j POUR STRIP W/ #3 0 PLATE REQUIREMENTS TYP TEMP REINF TYP1 it U 0 I I I I CL 18" OC EA WAY TYP PROVIDE (2) #4 N > DOWCI �, Tj M c --.*- IV L MATCH COL SIZE & < 0 ---VAPOR BARRIER --------- ------ __j --(E) SLAB ON GRADE HORIZONiAL BOND BEAM IN . r- ti- I/SLAB DE PER PLAN m 2" LAYER OF SAND SIZE & SPArANG OF .01 ALL COURSES BELOW & �7C C w -GRADE PREPARATION PE _73 FIRST COURSE ABOVE SLAB C'4 ON GRADE VERTICAL DOWELS TO ---- INF INT SUB COMPACTED STRUCTURAL FILL WALL TEMP REINF rYPfi W ARCH ----- EPDXY POUR STRIP RE CONSTRUCTION JOINT MATCH SIZE & SPACING OF WALL VERTICAL X (E) SLAB W/ SIMPSON SET z T/GRADE Lr1 to AL EP U PER ARC--.H' 0 SAWCUT OR 11 REINF TYP OXY 4 /2" EMBED 12" 0 PREKIOLDED JOINT /-REINFORCING PER PLAN T/FTG z "o� 4AIII OL T/F­TG 1/4 cn u IPER PER ARCH PER ARCH z • Q� Z STEEP AS POSSIBLE (k .11I 15 PLAN . - . . - w n n __Io_ . o. pr 0 U j CL a_ CONT L JOINT _`7 �� � i\ % � �- i\ice -1 I�-���-, I I.-��- wcr_ In, _17r OR CONST JOINT BOTTOM REINF '--DOWELS TO MATCH SIZE a I C14 2" LAYER 7�11 III III VAPOR BARRIER PER PLAN TYP_____,� AF SAND 1,5H SPACING OF BOTTOM REINF TYP COMPACTED S_[RUCTI. t—- SUB-GRADE PREPARATION �AL FILL -M IN UNO DOWELS TO MATCH SIZE & 0 OR COMPETENT NATIVt. SOIL ON PLANS SPACING OF REINFORCEMENT CONTROL JOINT 3" CLR COMPETENT NATIVE IN CMU WALL ABOVE m NOTE: (ALTERNATE HOOKS TYP)-___� Typ SOIL OR COMPACTED 1. CONSTRUCTION OR CONTROL JOINT LOCATIONS PER FOUNDATION PLAN. SIZE & REINF STRUCTURAL FILL PER PLAN 2. USE "SOFTCUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. SAWCUT ALONG SHORT DIRECTION OF POUR FIRST. 3. PROVIDE CONSTRUCTION/CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS OF 225SF MAX, PO TYNCIAL SLAB ON GRADE a JOINT DETAII 0 Ln TYPICAL STEPPED FOOTING DETAIL 2 STRUCTURAL EXTERIOR CMU WALL FOOTING TYPICAL CONTROL JOINT/BLOCKOUT AT TS COLUMN b I SCALE: 1'-0" 3 C _0" 0 SCALE: SCALE: SCALE: NONE C '/4" 4 0- #4 DOWELS AT 24- OC TYP 30- (2) #5 CONT 12" 1 w SLAB ON GRADE SHEARWALL BEYOND PER PLAN T/SLAB i, U) uj T PER ARCH"4" < r LL x #4 AT 12"OC EA WAY ------, (E) 6- CONCRETE SLAB ON GRADE CL D 3: PER ARCH -SLAB ON GRADE PER PLAN TILT-UP WALL— DEVELOPMENT OF REINFORCING 0 0) T/SLAR IN GROUTED MASONRY CONSTRUCTION t-LK ARCH,-SLAB ON GRADE PER BAR TENSION COMPRESSION z 1/GRADE PLAN T 4 SIZE < 0 PER ARCH 24" GRADE GRADE UJ >- FE1 1 4 B #3x 1 8"r DOWELS TO MATCH < q T/(E) SEA #4 24" 18" w 11 (2) CONT 4---"/ SPACING OF REINF IN SLAB 00 w PER ARCH 4 ER ARCH # #5 30" 23" z p C14 .4 0 T 4 36" 0 OIC W/ STD -2 0 t PER ARCH _#4 DOWELS AT 24 T/(E) FIG 32" ARCH OF HOOK) ' I :r 0 C) 1-11, HOOK TYP 'ALTERNATE DIRECTION 42" --d I PER OL T/FTG 0 U IxT A 4 (2) #5 CONT PER ARCH < r') 6" 6" IL #5 AT 18- OC NOTES: < 2'-0" 1. TENSION SPLICING AND DEVELOPMENT SHALL BE USED UNLESS r.L COMPRESSION IS SPECIFIED ON DRAWINGS. CLR ---COMPACTED TYP SUB-BASE TYP 2. WHEN PLACED IN ADJACENT GROUTED CELLS BARS MAY BE CONSIDERED U) NOTE: SIZE & REINF ui I PER PLAN SPLICED. HOWEVER, SPLICE LENGTH SHALL BE INCREASED BY 20% IF AT ANY PROVIDE FREE DRAINING BACK FILL PER SOILS PEPORT TIME BARS ARE NOT IN CONTACT. OR SPECIFICATIONS. 2. PRCVIDE VERTICAL CRACK CONTROL PER ARCH DETAILS 3. IN ACCORDANCE WITH U.B.C. 2104.6.1 MAXIMUM GROUT LIFT IS 5'-0" < OR 8'-0" OC MAXIMUM UNO. W SECTION AT SLAB TO RETAINING WALL 31, 1, 0" 5 SECTION AT NEW SLAB TO EXISTING FTG/TILT WALL 6 SECTION AT BUILDING SLAB/EXTERIOR SLAB CMU REINFORCEMENT LAP a SPLICE SCHEDULE SCALE: 4 3 8 SCALE: 1" I'-C*" SCALE: /4" 1'_0" FOR REINFORCING IN GROUTED MASONRY CONSTRUCTION SCALE. NOIT 1XI" CI R Iyp FOR WALL SECTIONS 16" OR TERMINATE HOR17 REINF 2"0 HOLE CORNER BARS SMALLER, PROVIDE '2) #5 2" FROM CONTROL T3 " VERTICALS, MIN x 1 OX0, -10" W/ (4) 3/4"o TO MATCH HORIZ 1___CMU EXPANSION JOINT JO.NTS EXCEPT AT /4 LOCATION & WATER- ROOF BOND BEAM-- ANCHOR BOLTS W/ 8- MIN EMBED REINF TYP------- (2) #5 CORNER BARS Typ IPFOOFINC PER ARCH CONT TYPICAL �:IALL MATCH STANDARD HOOK TYP T/FLOOR/ROOF I W5 C I_- I LA SIDE OF JOINT HORIZ REINF PER ARCH (2) #5 CONT AT ROOF LINE ILI-4-k 44 SECTION A-A -0 COL/FTG 12 4 t --CONT BOND BEAM 7 r-;0 Im REINF AT LINE" IHRU i!77 j L I - I. A-A (2) #5 IN BOND EXPANSION JOINTS PROVIDE CLOSED END BEAM TYP AT \k—PROVIDE 5'--0" LONG SMOOTH BLOCKS AT CONTROL z (2, "��-STOP HORIZ REINF ;z DOWELS OF SAME SIZE AS HOR!Z OPENING L uj T EXPANSION JOINTS, TYPICAL REINF ACROSS JOINT. PREVENT CORNER BAPS TO MATCH SQUARE BIOCK OUT PER 4/S4.1 ____TS COLUMN BOND BETWEEN BAR AND GROUT 7P, UNO WALL. HORIZ ?EINE 'I"+/- NON-SHRINK GROUT----, JOINT I (2) #5 VERT M I N VERTICAL CONTROL J0114T WITH GREA,)E OR PLASTIC SLEEVE CONCRETE SLAB ON PER PLAN 7-3= JVPERP WALL GRADE THICKNESS & AT CORNERS (omir MORTAR AND CHALK)--"/ AND CAP ALL DOWELS TO ALLOW (2) #5 VERT TYP FOR 1" OF MOVEMENT. 2'-G" M41N - REINt PER PLAN AT OPENING---. 4- OC) 2 #4 AT 48" �1/4 TYP HOOK -I MIN MAY 02-049 LAH Job No. �__ w _� i ' _ -- "I PFR 1RCH 41, NO LENGTH IS CORNERS INTERSECTIONS T/SLAB AVAILABLE Date: 11121102 PER ARCH Proj. Mxmopr j__ <1 SF V(2) #4 IN FIRST Drawn. JSF COURSE Lr _4 a DOWELS TO MATCH A— ckell I-F-1; VE RACAL- REINF NOTE. Che CONTRA('1OR SHALL COORDINATE LOCATION OF JOINTS NOTES: NE.'�"UV U 3" CLR Sheet _(title NOTE: WITH ARCHITECT AND FNGiNEER PRIOR TO CONSTRUCTION. SIZE &_REINF PER PLAN 1- SPLICE LENGTHS PER LAP/SPLICE SCHEDULE. Al - FOUNDATI�N 1. TYPICAL REINFORCING PER STRUCTURAL GENERAL NOI*ES. CONiRCL JOiNITS SHALL EF PROVIDED AT INTERVALS NOT 2. WALL REINF PER PLAN, SECTIONS, DETAILS & GENERAL NOTES. rn; L DEI AILS EXCEEDING 40'--0" OR THREE TIMES THE WALL HEIGHT, 3. CORI4FR BATS SHALL MATCH FOOTING & SIEN, WALL NOTES: 2. INFORMATION NOI SHOWN PER PLAN AND DETAILS. WHICHEVER IS LESS. HORIZONTAL BARS AT FOOPNG & STEM WALLS. REI` 3/S4.1 FOR CAL'_OUTS IN COMMON TYPICAL REINFORCING IN CMU WALL N 1 ) 9 CMU CONTROL JOINT 10 CORNER BARS AT 'C'MU WALLS TYPICAL TS COLUMN TO FOOTING DETAIL Sheet Number !�CAIJ 7 _ 77 SCALE.: 1 SCATE. '7/4 12 SCALE. 4 Pacific Hwv. Y2, 1640 S401 BLIP2002-00556, SIT2002-00038 16 of 16 NOTICE. IF THE PRINT OR TYPE ON ANY I 1111pi-rml III Ililt 1111� 13 NOT AS CLEAR AS THIS NOTICE, I I I IMAr2F 1 IT IS DU�!-- TO THE QUALITY OF THE 1 Tjly, 3) No.16 OR!CANAL DOCUMENT E 8Z 9 g L g -1 si IT IIII� I ��I , I�IIIIIIIIIIII ��� � III11u, 1 1.1 1,� f+I IIII 1 II . 9 6 1119 E09 j _ER- I PIAN-L � xx