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7307 SW BEVELAND ROAD-1 7711 T. OFFICE COPY CONSTRUCTION NOTES A. GENERAL I. ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED PER TH: APPLICABLE C SECTIONS OF THE CITY Cl TIGARD PUBLIC IMPROVTSMEN7 OESIGN STANDARDS; CLEAN WATER SERVICES (CWS) RESOLUTION AND ORDERS FOR EROSION ANTROL, SANITARY RID STORM SEWER (R&D 04-9Y. AND TUALATIN CY VALLEY WATER DISTRICT SYSTEM STANDARDS. 9yI V 2. THE CONTRACTOR SMALL PERFORM All THE NOW SHOWN ON THE y 4' DRAWINGS AND ALL INCIDENTAL WORK NEESSA.'Y TO COMPLETE THE BE CL DEDI N AN ACCPTABLE MANNER ALL N THE UNIT PRICE BID FOR THE ITEMSTEOF AWORK US OGW CONSTRUCTION PLANS FOR THE PROPOSAL ANY ITEM NOT LISTED N THE PROPOSAL IS CONSIDERED NCIDENTAL. 3. THE CONTRACTOR AND/OR SUB-CONTRACTORS SNAIL HAVE A MINIMUM O DARTMOUTH ST ONE (1) SET O APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT '--- ALL TIMES DURING CONSTRUCTION PHASES. o' 4. ALL MATERIAL SUPPUER(S) SHALL SUBMIT TO THE ENGINEER PROOF O t=•M MATERIAL($) TESTED N ACCORDANCE WITH THE SPECIFICATIONS. BYACCEPTANCE OF 1 HE CONTRACTOR CERTIFIES DELIVERED CONTRACT VAN THE E ES THAAT ALL TO TE JOB 'T • SITE OR INCORPORATED INTO THE WORK WILL MEET OR EXCEED 9 PROJECT SITE SPECIFICATIONS ANY MATERIAL NOT CONFORMING SHALL BE REMOVED AT IN ADDITIONAL COST *A THE OWNER. STREET 1� ll " IIIc T T Y IMPROVEMENTS �j' 5. CONTRACTOR SHALL VERIFY LOCATION O ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND NOTIFY THF ENGINEER CA ED SIGNIFICANT DISCREPANCIES, UTILITIESNOBE HAVE BEEN LOCATED COOT BEVELUWD ST AVAILABLE RECORDS AND MAY NOT BE AS SHOWN HEREON, RIOT TO TOR SMALL NOTIFY ALL UTILITY COMPANIES A7 LEAST 46 HOURS PRIOR TO BEGINNING EXCAVATION. �\ 6. CONTRACTOR TO PRONE TRAFFIC CONTROL PER M.U.T.C.D. STANDARDS FOR ALL CONSTRUCTION ACTIVITIES *THIN THE PUBLIC RIGHT OF WAY. B. STREETS AND STRUCTURAL FILLS 1. ALL TREES, BRUSH RIO DEGAS THAT CONFLICT WITH PROPO$'U IMPROVEMENTS BUILD OTHERWISE IS RCOTEDO AND DISPOSED O BY THE CONIRAC1Uk UNLESS OTHERWISE OF COST THE PLANS. ING 2. AL1 AREAS O OF CONSTRUCTION SHALL U USNIPPED STAGGING SNAIL CONSIST O REMOVING O THE TOPSOIL HUMUS, STRIPPING MITE AND VICINITY A P SHALL BE DISPOSED O BY THE CONTRACTOR, BOTH ON-SITE AND OFF-SITE,A$ DRECTED BY THE ENGINEER, 3. EMBANKMENTS OR STRUCTURAL FILLS SHALL BE CONSTRUCTED FROM EXCAVASED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AMD Iv SHALL BE UNIFORMLY CONDITIONS TO *MIN 42.11 OF OPTIMUM MOISTURE CONTENT. FILLS INTENDED TO SUPPORT STRUCTURES DR }ryI( OREGON �/R x//11' PAVEMENT SMALL BE PUCE IN LIFTS NOT TO EXCEED M '.OUSE DENSITY E. T I G A! \�' 'V B \ V ®N EACH LIFT SHALL BE PLACE IN LTO 92 PERCENT OF MA)JOOS DENSITY AS OBTAINED BY AASHTO T-160 COMPACTION TEST. FOR FILL IN PAVEMENT AREAS, THE TOP 6' SHALL BE COMPACT:O TO AT LEAST 95 PERCENT RELATIVE COMPACTION. FEELS SHALL NOT BE CONSTRUCTED ON NATURAL SLOPES STEEPER MAN TWO EXCEEDZONTAL TO TWO HORIZONTAL TOONEVERTTICAL. NO ROCKALL FILE ES SHALL OROR SIMILAR MAP 2S-1 -01AB, TAX LOTS 1604 & 1606 IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER MAN 12' SHALL BE BURIED OR PLACED IN THE FILLS. IF SPRINGS CR GROUND WATER ARE ENCOUNTERED DURING ( CASE FILE NO. SDR2003-00016 CONSTRUCTION, THE CONTRACTOR SHALL ADVISE THE SOILS AND CIVIL ENGINEER O THE CONDITION FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO RENEW THE E SITUATION PREPARE A PLAN TO PROPERLY C $POSE OF THE WATER aroEXISTING IMPERVIOUS AREA = 9,194 SF 4. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CURB AMC SIDEWALK CDN57RUCAN771 TION SHAT BE As SHOWN ON TME TYPICAL tCMS 4s AND IN NEW IMPERVIOUS AREA = 31,207 SF SYMBOLSLEGEND ACCORDANCE WITH E ABOVE REFERENCED SPEaPECICAL CTI C. UTIUTL F 1. ALL PRIVATE UTILITY INSTALLATION SHALL CONFORM TO THE PUBLIC IMPERVIOUS AREA = 730 SF -� � NGG ? UNIFORM PLUMBINGMBING SPECIALTY CODE NC INCLUDING OR;GON AMENDMENTSTL 1604 IMPERVIOUS AREA 13,924 SF PROPOSED EXIST r.G 2. ALL AC PIPING SHALL HAVE AN ELECTRICALLY FENCING C)ccO O0000O,� TRACER WARWINSULATED VE TL 1605 IMPERVIOUS AREA = 16,553 SF GAUGE, CONTOUR (TO) t60 APPROVED COLOR) NSCOPPER,EINSTALLED IN THE TRENCH FOR LOCATING IN CONTOUR (2') THE FUTURE, PER UNIFORM PLUMBING CODE. R-O_W _-- J ALL TRENCH BACKFILL *MIN PAVED AREAS AND SIDEWALKS SHALL BE STREET CENTERLINE �y COMPACTED 3/4--0 CRUSHED ROCK, PROPERLY UNE O BENCH MARK SANITARY SEWER 1 o THE CONTRACTOR SMR'_ NOTIFY ON RI DSTORM SEWER D_ TICARD'S INSPECTION SECTION -- ._-_. 24 HOURS PRIOR i0 START CONSiRTION (SOS-639-4171). WATER MRN - W'__. 5. STORM SEWER PIPE. SHALL BE O ME SIZE NOTED ON ME PLANS CITY OF TIGARD BM /252: SANITARY LATERAL -W a. STORM SEWER SERVICE LATERALS SHALL BE 4-INCH PVC AND STORM LATERAL SMALL BE INSTALLED AT DF MINIMUM SLOPE UNLESS OTHERWISE BRASS DISC IN CURB, S.E. CORNER OF S.W. HAMPTON PR NOTED ON THE PLANS. MARK ALL LATERAL ENDS WITH 2-x4' �F ,fJ` SANITARY MANHOLE (J� THAI IS LABELED TO INDICATE DEPTH, LATERAL PIPE STREET AND S.W. 72ND AVENUE. „S INE SMALL / SHALL m STA IN COLOR. \ 54703 STORM MANHOLE. ® 61, It. CONCUTF7F STAN SEWER SHALL CONFORM TO ASTM C-14, O 3 OR ELEV: 222.84 ® VL0 WATER VALVE ^'"u 0-All SEWER III AS NOTED FO PLANS, N ` FIRE HYDRANT h`T a PVC ST.PM RUBE SHALL CONFORM t0 ASTM D-3034 AND ASM 789 (T-I) WITH RUBBER GASKETS. KEy ,�{1 WA1ER METER BOX 0. CONFORMING NG TOYEMYIEAASHTO U SHALL BE SMOOTHED LIVID,CONF ■ ❑ 4. COPRUONCA O ALOUMINUM/SPIRAL RB PIPE (CAP)-294 III ASTU AND COUPLING < I 9 BANDS SHALL CONFORM TO THE RE %IIREMENTS OF AASHTO M-195 N M. CATCH BASIN AND SHALL BE 160a MINIMUM. COUPLING BANOS SMALL OVERLAP STREET LIGHT r ONE FOOT EACH SIDE OF ME JOINT, JOINT ENDS TO BE -TURNED our. RENEWS 6/30/05 J 1. DUCTILE *ON PIPE SHALL BE CLASS 52. CEMENT UNED SPECIAL I ( ECT,m! RLOvK< CONFORMING TO ANSI A21.51, VAIN PUSH-ON TYPE JOINTS. St9TB OS OFC OIT $1RICr3 F5l S 61011 CO(}O 0. CATCH BASINS SMALL BE O THE TYPE SHOWN ON THE PLANS. CODtteN Avi A. �rorcinD$lod I I 6. SANITARY SEWER SMALL BE OF THE SIZE NOTED ON THE PLANS. PREPARED FOR: Ej BWt,ID;:A,I:!l. C.>..::.1. f , I.' a. SANITARY INSTALLED SEDATE LATERALS SHALL BE UNLESS PVC ANDISE O iprtUal Alar., ab:+,s.-'v r.9 Cc¢r!•c Fr',ma SMALL BE INSTALLED . 2R K ALL L SLOPE UNLESS OTHER*SE NOTED ON AT PLANS. MARK ALL LITERAL ENDS WITH Y.IP MARKER THAT IS LABELED TO INDICATE DEPTH. LATERAL PIPE SMALL BE GREEN N COLOR. DIVERSIFIED CONSTRUCTION ° P""" ,,, D ' N11 ,.I. ..., It. PVC SANITARY SEWERS SHALL CONFORM TO ASTIR 0-3031 41q ASTM 769 (T-T) WITH RUBBER GASKETS. C. CONCRETE TRUBBERSANITARY SEWER SHALL CONFORM TO ASSN C-I4, O J WITH RUBGASKETS H CONFORMING TO ASTM PLANS. 1 2448 SW ORCHARD STREET 7. 0. UNI SHALL 81 PIE THE SIZE NOTED 2. EM PLANS. a. DUCTILE FROM PPE SMALL B1 CLASS 32, CEMENT LINED CONFORMING TO ANSI AIT51. *M PUSH-ON TYPE JOINTS. r 2PVC 110 "ALL BE S`" LAKE OSWEGO, OREGON 97035 (503) 293-1226 1 e. FITTF17S SMALL BE MECHANICAL JOINT CONFORMING TO ANSI * ALL WATER UNE SERVICES TO BE INSTALLED BY THE WATER •- DISTR:CT CONTRACTOR TO COORDINATE HIS ACTIVITIES WITH THE DISTRICT FOR INSTALLATION PRIOR TO PAVING . ,.,. . ru CA".swa * ALL WATER PPE SHALL HAVE A MINIMUM 36' OF COVER MEASURED ADE FROM FINISHED GR . 1. ALL TEES, BENDS, ELBOWS AND CHANES IN DIRECTION OF MORETHAN USING I3DOO PSI CC4IECRETEALL POURED AGAINST UNDISTURBED BE SECURELY THRUST ED L'lin9 .)A'1< JU ✓T ,;) GROUND' OR APPROVED ALTERNATE. S H E E 1- L E G E N D 0. HYDRANTS SNRT CONFORM TO AWWA C-502 AND SHALL BE APPRUVED BY WATER DISTRICT, PREPARED BY: -- - - -- --- - I - __ A. WON COMPLETION U INSTALLATION E ME WATER SYSTEORMA4, R! DESCRIPTION '- ONES SHALL BE VALLEY AND DSTRICT ST N CONFORMANCE *M IUAE CN TRUCT WATER DISTRICT STANDARDS. NUMBER I. WRIER UNE CONSTRUCTION AND T COMPLY WITH REGULATIONS ENVIRONMENTAL O C E S Q N W INC. _ STALE BOARD DI REALM AND THE DEPARTMENT OF ENVIRONMENTAL 1 TITLE SHEET DUALITY REGARDING ME ROGATION AND SEPARATION O WATER r LINES AND SANITARY SEWER LINES COMBINATION AIR RELEASE AND VACUUM VALVE SHALL BE INS7 ILEDLONE AT HIGH PDMS ON WHERE GRADE O PIPE RAISES 15573 SW BANGY ROAD SUITE 300 2 SITE PLAN, SIGNING & STRIPING PLAN AND LOWERA DME PPE DIAMETER ER MORE, r 7 k. CURBS MUST OF. IN PLACE Wtldl 10 NSTAWNC WATER MANS, UNLESS OTHERWISE APPROVED. 3 GRADING & EROSION CONTROL PLAN D. APPtOF TS LAKE OSWEGO OREGON 97035 (503) 968-6655 1. SIGNIFICANT CHANES TO THESE PLANS MUST BE APPROVED BY CITY 4 PARKING LOT GRADES & ROCKERY VVALL PLAN O TIGARD AND THE ENGINEER PRIOR TO O BEMI NAC OR. fCST91C r O 510RL1 SEINER AND SANITARY SWEET M BE N ACCORDANCE * cvrsR&D 04-9. 5 UTILITY PLAN & PROFILE 0 2. CONTRACTOR TOOF W ALL REQUIRED PERMITS BEFORE WORKING IN V PIN,SprInklet THE Pullllc RIGHTcHT of 4YDEFERRED . 6 DETAILS Girt At" en ►IumN,nita ,r, I. i I`C'f'�OSy -CDC, V llMrld I .I � � •• Trmr F,glarin6 6kop Dewmv -- IIAIAAtpNter� /p•t J-rY O Odor - r 1 '^/14/04 OFFICE COPY 101* LEGIBILTFY STRIP _ , _ _ • �� _ zo zl z< 23 za z=_ z_ z ze zo -,_ ,OII' q I �AUIJ.I +MAMAMLIJIIW r I� 1��IIyALµy. I• I,1 ' . I G xaHl A1006 OL ql1 f -v: MINIMUM STANDARD ,NGINFf O LANDSCAPE COMPACT PARKING 54703 AISLE AISLE S.ANDARD PARKING SIN UL E - DISABLED PERSON BUFFER SPACE 14' 12-14' 18.5'SPACE SIDEWALK — RE 6 PARKING SPACE 27, , Al o VARIES VARIES -� 20% I X2.0% 6/30/05 wraa w.w av r` CONCRETE ---OR20-5B SIGN ..........r SIDEWALK _STANDARD _ �A+►��j --OR20-6D SIGN CURB CURB RAMP w/ 6" of- 2"-0" C.A.B. DETECTABLE 2" OF 3 4"-0" C.A.B. J_ • • WARNING 3" OF A.C. PAVEMENT, CL 'C' (TWO LIFTS) ' ACCESSIBLE .ROUTE ERM 0001 oR20-6e '• • , � 1 ,�11ZhIN( , I .O1 AR _ OR20 60--. � w NTS '� O _ 1 r , Q U-) j INSTALL STREET LIGHT v p O 25 FIBERGLASS PULE W 5 OIhZECT BURY („L z � r\ SEE ARCHITECT PLANS FOR DETAJLS U J 0 WHEEL STOP 30' TYP, o (TYP.) I uj SEE LANDSCAPE PLAN I I Q _ - - --. FOR BUFI'ER AND ISLAND PAINTED 4' "-�" --- _ I 18' x 12' TRASH & RECYCLING ENCLOSURE z �j CN 18' STRIPES - „f PLANTING INSTALL. 6' CMU WALL W 10 GA o CD 2 TYP. ._._, 6.00 SEE ARCHITECT PLANS FOR WALL w - - - _ _ AND LAYOUT OF ENCLOSURE do DETAILS - -_ - L_ Ln N cv 1 (� �.- �,, -... _ LANDSCAPE BUFFER ' - .�.,,. 20 10 0 I Luv� I I 00 i 00 C I i C C C 12 alw1 ACT SpA S '. • "' --... _ _ C C 6.00' LAI E I f 3. x 1 •S' C C C C 1 -- - - � C� ao ' 4 C _ N I I C 12 C pA T ___ _- -- ---- SfACE RECIPROCAL EASEMENT FORT I •5' C C C iNGREGS do EGRESS, PRIVATE �6' STANDARD `' — 's•� I C RECIPROCAL EASEMENT FOR v ~' 24' min. I STORM & SANITARY, AND PUBLIC I I INGRESS do EGRESS, PRIVATE to I CURB YP. 1 STORM & SANITARY, AND PUBLIC j V I UTILITY EASEMENT OVER ENTIRETY UTILITY EASEMENT OVER ENTIRETY OF PAVED PARKING LOT AREA II OF PAVED PARKING LOT AREA u THRU LANE MARKINGS }+� y' 8 I 5 STANDARL) MUTCD TYP 26 s aj SPACES 3 STANDARD C I $5I x 18f5' $PASS WHITE STRIPING AND PAVEMENT STENCIL REQ IR -L`- = -~ 13 STANDARD I N x 1_"" ---J SPACES � STANDAR ' o PARKING __„ x 1 .5 , ( SPACES STROKE WIDTH ON SYMBOL IS 3' MINIMUM W �" = — 24 COMPACT SPACES 18.5 � I c�i' ---._.. '- 8 .,.-._„ I 22 STANDARD SPACES BLUE BACKGROUND AND BLUE PAINTED CURB OPTIONAL. _ _ _ ---� 3 CARPSTANDARD SPACES SPACES i z WIJEEL STOPS I - t- 2 VAN-ACCESSIBLE HC SPACES 51 TOTAL PARKING SPACES / �A3.�`✓ I 6.00,_1PARKING SIGN I ti� 1 i HANDICAP 1 � PARKING SIGN r�� _ OF __ � N T \- '�'�28' 0 ut ,BUIL DING LIGHTING TYP. - -- -- _ _"� _ ` BICYCLE PARKING I � _�Y �� ' SEE ARCHITECT 5 PLANS T I I INSTALL TIMBERFORM _ N - I y T I � u INCLUDED _ `' THIS SI ! � E T II V �iL UDED T REO � 1 CYCIOOPS BIKE RACK M I aj I I s 2170-5, OR APPROVED -- ' - I f II EQUAL. � � � ,. PARKING SIGN 2 HC' SPACES / ✓'� I OF STATE BUILDING C - * �- 9.0' x 18.5' > DES DILISIQN ' NOTE: c- Fkve ckxfs 10%for"uJwQs 4'a widw and a3 i' 6.U0 I /� ,' W/ 6.Q' ACCESS ALL PARKING LOT MARKING AND SIGNS Isuxb, p bet~,3'and 4'rn w-4e ---- -__-- '- - --- I �h\\ 1 -- :;HALL CONFORM TO MUTCD. SEE FOR I ---_-_�/ �, � 'W I ;/ �� DETAILS. Afteratlonsn 3' Now f9rL SSt.'i'I'W 4 .,� 'tom �/,•y,�� `\ 1 I ' q� ,�$ '�� PARKING SIGN `6.00' uj fij 1.. �'NwmMh ^`�` `"'`, • s o.az ~ �.� @- WALK MARKIN - m r iIr W TRIANGLE _ �` WIDE WHITE STR1 E i; 0- < x ! 0► 1.5 O.C. ! PERPENDICULAR SIDEWALK RAMP DETAIL �� - - Q - r o w P"'Pura"d cax ned Fiarnp oet r r1 %tm�• =uv:Q to ouakj tQQ \ - —3 I O (: U � Q UP 5x _ � CrI ��1EELCHAIR RAMP ~~� - (Typ) r�-IP`- \� W TRUNCATED DOMES F_ \ SEE DETAIL, SHEET 6 Q �. � ..t2' --- - _-- ` BICYCLE PARKIfJG __. ._--------- � d r J SECTION A-A SE(11710 N A-A _� \ INSTALL TIMBERE_ORM CYCLOOPS N WITH MONOLITHIC wrjf3 h SIOEWALX - BIKE RACK 2170-5, OR APPROVED EQUAL i �r B J> - • - • • • �• _. CUR RAMP I ` � i � Z 7 M Q ri • ACCESSIBLE ROUTE I i I- I., •• • � • •• � , , I - `rrte V I I�''/'� LiJ 06 0 ----2% Slope — _. . J� � _. over entire n Z m Z oarking & / � L ; o Ur � aisle area 17, Vertical clearance S- % oat iess than 90' jover entire parking � N & aide area. 30 ROAD I r;F 9 LEGIBILITY STRIP I 1 I I 01 C, G F.• HD N1 8 10Z }` In .,+ba,f Isis. _ 02 t - , 1 I I NE' 1 CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING C, �j� e F,p G CONSTRUCTION (ANY TIME OF YEAR) PER THE -EROSION PREVENTION AND SEDIMENTATION `;'- 54703 CONTROL PLANS TECHINCAL GUIDANCE MANUAL" DATED DECEMBER 2000 AND CLEAN WATER SERVICES DESIGN AND CONSTRUCTION STANDARDS, R&O 34-9, CHAPTER 8. G 2 APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES E'JT CONSTITUTE AN APPROVAL OF ANY OTHER PROPOSED PROJECT DESIGN ELEMENT. \�V r 9 ��`c` 3 THE CONTRACTOR SHALL BE RESPONS,BLE FOR THE PROPER INSTAU_ATION AND "NFws 6130/05 MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS, 4 THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONS;BILITY OF THE CONTRACTOR UNTIL AL' CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL HE JURISDICTION, AND VEGETATION/LANDSCAPING IS ESTABLISHEC. THE DEVELOPER SHALL BE C_.!RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD. RN40S ARK 7)5 THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY 2 \FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO \ •_ DISTURBANCE BEYOND THE CLEARING OMITS SHALL BE PERMITTED, THE MARKINGS SHALL 1 DITCH SURFACE WATER 02 BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. � \ � AWAY FROM SLOPE FACE e�U(,ra�' \ � __ 6 THE ESC FACIUTIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH �� ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT ( , `�I SEDIMENT AND SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, LEVEL BACKSLOPE ` \, I ' 1 p rn OR VIOLATE APPLICABLE WATER STANDARDS. NO ROCK SMALLER THAN: \ 6' H V R`VAU — -•� I �\ I h � L 8"• - LEVET BACKSLOPE \` � � \� �- Y� � '` \ 1 I � p _� � � 7 THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR 0 " \ \ � \ �1 \ \ \ T_ Z 12 • - 2:1 BACKSLOPE c, _ ANTICIPATED SITE CONDITIONS, DURING CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL ---� BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT �_I O w (ADEN WATER DOES NOT LEAVE THE SITE. MINIMUM RACK SIZE \ ` ~~`� _ y W,�o ` \. ,,-.r CCry D/4 - LEVEL BACKSLOPE _ E t N,,k \1, I I I l �. �• ! �'1 t� \1�,�I 11!/, \ \ \ L: = O 8 THE FSC FACILITIES SHALL BE INSPECTED GAILY BY THE CONTRACTOR AND MAINTAINED AS D/:. - 2:1 BACKSLOPE 1 I/ ! I` ` \ % 0 U 64NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. H 4 \ \ \ �`� I C W D FQ it\ \� 2 0 20 U CC O �• 9 THE ESC FACILITIES ON INACTIVE STIES SHALL BE INSPECTED AND MAINTAINED A MINIMUM NON-WOVEN FILTER FABRIC - '— y, `,. _ TO, 9 4l c`n .-1• .,., Lj 3 3 r7 OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT, (FlBERTEX 150 OR PRE- 'DF ` Lo (jo APPROVED EQUIVALENT) "" . A Y �__ W O N 10 AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE BARRIER \ EXTG. 0l,1SE DECK C r IL - C f ,\ / �_ 1. � HEIGHT, OR ONE FOOT IN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE 1"-0` CAB \ \ ,I C C- l /// ' �" .,',+,-, oI �, Y Q LINES SHALL BC CLEANED PRIOR TO PAVING, THE CLEANING OPERATIONS SHALL NOT FLUSHLO SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM: \ _. >r —� i EXTG. CON_ R n0 W o N J BE RETIA ; 0-8 EMO PERFORATED DRAIN PIPE 11. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION 6 -S" TO WEEPHOLE IN CURB \ t '.� � ,�,� 1 / `� �• l � q., AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY B_ _ I REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF T K �� 1 J DEC 111E PROJECT. (_�� `-� ,I 74- - co c EXTG. BUILDINGS 12, STORM DRAIN INLETS, BASINS, ANL' AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT H/4 - LEVEL BACKSLOPE - _ 1 ll- U r .� / M • 0BE 1 SURFACES ARE COMPLETED ANO/OR VEGETATION IS RE-ESTABLISHED LEVEL TOE SLOPE H/3 - 2:1 BACKSLOPE ROCKERY WALL I I t` o �• ; „ , -SEE SHEET 4 ROCKERY 13 PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. ROCKERY V1Il�� j DETAIL I�IL i, '� " •�- -E 14 PLACE GRASS SEED OVER BARREN SOIL; 80/20 BLEND OF DWARF PERENNIAL RYE AND NTS �� - �� - /I _ \� --moi- t� ROCKERY WALL CREEPING RED FESCUE, MIN. 100//ACRE. APPLY 20-10-10 FERTILIZER IN ACCORDANCE ` �'` _ - •---�:i.,.. I - K SEE SHEET 4 l v WITH SUPPLIER'S RECOMMENDATIONS. SEEDING TO TAKE PLACE PRIOR TO SEPTEMBER IST \ �- r UNLESS OTHERWISE DIRECTED BY CWS OR ENGINEER. 15. IF THERE ARE EXPOSED SOILS UR SOILS NOT FULLY STABILIZED FROM OCTOBER 1 THROUGH •� ``� ` r } _ aw It - ✓ . - = t ` 1 - '� j APRIL 30, THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT, AND SHALL N T \ \ '�' II 6' HIGH OUFFER WALL �• _ �, INCLUDE A MINIMUM 1" THICK STRAW MULCH OVER ALL DISTURBED AREAS AS AN &TERNATE 1 Hut "- -- 4 i.`' SHEET,4 "' TO SEEDING FOR WET WEATHER MEASURES. SEE THE EROSION PREVENTION AND +—FLOW ;r ,�, i SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENTS. - ` _�- 16 SEDIMENT FENCE ADJACENT TO INTERIOR STREET R.O.W. TO BE INSTALLED UPON COMPLETION A' OVERLAP OF BAGS OF STREET CONSTRUCTION. SEDIMENT FENCE ON PERIMETER OF SITE TO BE IN PLACE PRIOR •� A I � ALL � y{' h � \w ✓� TO EXCAVATION. f \\ o c I I r ` \ \ � l x EXTG. DRIVE A 17 THE DEVELOPER SHALL REMOVE ESC MEASURES W.1EN VEGETATION IS FULLY ESTABLISHED. PLAN VIEW \ - ` r Y a 1� - WA L \ -•—FLOW INSTAR SEDIMENT FENCE \ J . Fu . � 18: NOTIFY CWS INSPECTION DEPARTMENT AT (503) 681-4444 24 HOURS PRIOR TO ANY WORK ON SITE. AIL, I \ "� EM FED I ;' r DITCH BOTTOM _ u 1 TYp xrc. 'oRIvEwA , I Z > \ 0 Fa - � . 19. WATER QUALITY FACILITY TO BE PROTECTED BY USE OF JUTE MATTING. USE 1/2 INCH OR ,_ � � �, i ��, , L�= I _` \ do ALK W �,, � � ( SMALLER MESH JUTE MATTING IN UPPER AREAS, AND TIGHT WEAVE MATTING IN HERBACEOUS ZONE. �--- �--__ I � —. �: •\,� 'FO BEnn�tEytOVf� - �" � �• ROCK"RY WALL \ A ,� A Imo-- I SEE EE 4 ' V DITCH INLET "— _� \ 0� \ �o --, �'2IS` T t-<IuM •20'MiNr FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL �.•-�,. WI BIRD PLACE BIO-L?AGS AROUND NEW INLETS1EXTG. CURB dt \ AS DIRECTED, ! �= INLET DET TO MO SPH LD \ REMOVED TYP 4�b ST o ALL E REMO gR— EXTG. LIGHT \ oo ocp- � �1+`�x• / \ SEE , HEET =� o• __� ROCK RY W r � TO 'JEC� I ss Rw25'MIN. .�,n'I�o �ov 'G�•�p ___ , _�`\ ` / - ` +� .. - - _ _ CLEAN PIT RUN OR "-0 GRA L �• amu. •�D O Qo•. AREA DRAIN 2 VE o,.a '�� .�• v, \ If Z- EXTG. UTIUTI_S TO SUBGR*DE REINFORCEMENT •�. , ___ IJL GEOTEXTILE, AS REQUESTED v ,o• • �' NOTES' �_____ w \` /. - ` 1 UT RELOCATEA BY a , \ !� _ \ T t �- / % UTILITY COMPANIES I n \ / // 1. ADDITIONAL MEASURES MUST BE `��` ` / TO E REMOVED Eoc�-WL ECCE 6F Pn I E N, J Q^�'`�• T( BASIN CONSIDERED DEPENDING ON SOIL TYPES, ` p t J T. BtOFILTER BAGS SHOULD wBE"STAKED WHERE CA'A VELI— ` 1- DEPTH -� EN STAKESAPPLICBLE USING OR APPROVED EQUAL PER BAG. `�\� f 1 �'� MPORARY (;ONS I'ltl l( , 11M INTRANCE.RANCE. INLL I l Rte i L(,� ION LCL. l ��IL __ �i'/ MB I \ QNSTRucnoN Z NTS NTS PARKING \ , O U) FIL TEP USE STITCHED 0(IP IN TRUC �� -� r O Z FILTER FABRIC MATERIAL L S ENTRANCE, PER DETAIL —"� \ � � `n,. 0 �/ Q 1A" MADE ROLLS MAT�ERIAI IC OVER 2 x 2' POSTS THIS SHEET � � \ \ I L.1._ � 3' MIN. , ,� � �� _ n c� b FROM 1O s, I \ Z 0 TOE - I $I OPE + HEIGHT OF FILL / 2 I r(2' MIN ! 20' MAX.) TOP OF FILL , ST STRUCTURAL FILL29 /� T / sT z 0 I � 6 MAXIMUM SPACING �_ ••-�"'� t st 'i FRONT VIEW SIDE VIEW GRADDIING�PLAAN �`� \ I �� - = %_ ` Q NTS NTS 1aiE \__ I Z / 0� � 1 \ ( — �'--i- m LL ANGLE BOTH ENDS OF FILTER FABRIC NATUR SLOPE (� z ! FENCE TO ASSURE SOIL IS TRAPPED v b 1. BURY BOTTOM OF FILTER FABRIC 6` VERTICALLY BELOW FINISHED GRADE, 2 MIN. DEPTH 2. 1"x 20 FIR, PINE OR STEEL 15' Ml -----� - _ FENCE POSTS. DOWNSLOPE KEYWAY INTERLOCKED 3. STITCHED LOOPS TO BE INSTALLED T`x T" POSTSDOWNFALL SIDE OF SLOPE. NOTE; WHERE THE NATURAL SLOPE GRADIENT IS 5HAV ' AND ATTACH TOP A E W 4. COMPACT ALL AREAS OF FILTER FABRIC OR FLATTER BENCHING IS NOT REQUIRED. FILL TRENCH. CAN NOT BE PLACED ON COMPRESSIBLE OR ?; 1 UNSUITABLE MATERIAL (�F S-FRUCTURAL FILL llE'IAIL j NTS N TS ' gYi1lflbf{+Y.w.-:..,.rdtR'M'!vN4.lf,l/AVY�' IMT'•i°�(� .. . . M4 11MIlI.l{f�MMY. : -.:..,.a...m, .r.-.-a..-.... ..rsa»..•..",.v.w..�•�.r•r:�....n.��nP,rlR+v+'P.rMW ei Wl' t., ' 1EO181LITY STRIPA omor tm I 2 � a 5 � j � � 10 11 12 13 Ila I16 I'7 16 19 2'0 22 23 2425„ L_ 26 2 %6 29 =3C -181 z '•xK.�l•tNi t r , , .. i�o e S � I? r. r� x 1w, d 4,` I 54703 EG M. �^Nrws, 6/30/05 HERMOSO �PARK 1 SEE ARCHITEC PLANS �` 6' UFF R W. All J t� " I 1 /) FOR MATERIAL AND DETAIL `t 1 (TYPICAL) �' y 00 - Z (Y 1 13 ENO RQ�KERY1 - TW 224.0 1 3 � 0 J rn -7 _ - BW 223.4 gY WALL ISLAND TREES PARKINGO G v = 0 Y r 6' HIGH BUFFER WA DESIGN BY OTHERS END ri' HIGH BUFFER WA �'1 �� x 0 W .- - - � BW - 222.9 -• I BW - 228.6 L__: w 01 4 LY TW - 228.9 TW = 234.6 - __.- ---- -� Z �' O 1 y ;. .+.... •. .. ..,,, 20 10 C 20 TW 4. -�+ .+. z - 0 (j N T 4. 4 1tl� BW 222.2 `" ,r 20 10 20 W v o .,. (1 F Z 3.74 2 ~-�- .......... ..... . 8 222. '�- _ �'� I� (� I ..... C 0 C C C C C �„_ �- ` ��+ �'.' W rn VA C C - -. BEGrN 6' HIGH DUFFER WALL C I �••.�...`...."",."- » I U ll- (n to !� T .6 C C C G (0 2 0 63X � w �� ` BW L 221.4 C l' L C C C , I +. ... �",�,. ... uj l%3 00 - (1 TW = 227.4 I I _ ...,�, fY W I TC .4 FS 0 T 1 93 C C C C C TC• 24.06 C C C C I M' F., 222.99 C S 2 Il Y 1 V TI, 2'3,36 T '1 F 1.4 �' 62 �� BTW'225.0 I C L C C I /�/� 0 J I K 1 1 1 1 BW 224.0 � BW 22.3.0 1 iii �S 222.86 F5 222.21 i 4 T q i TC '. 5 TC 224.09 i n 1 r F 22.Of � ' I F5 221. 4 FS 222.80 FS 223.39 �� BW 219.6 " (s� REMOVAB MECHANICAL @EGIN R A I 8W 225, T T 2 t TC 223.80 N IN SCR NINC TW 221.5 ROCKERY WALL T � TC 2 3. FS 221. FS 2 1.62 TC 2i ,� � _ f I R K t TC 22 . 6 N BW 221.0 SHI fET ( ) �fR� 'l�LL BW 225.0 I 0 FS F 16 F 3.09 FS 221.76 FS 7 T •5 (� IFET TW 1 0 2225 BEGIN 6' HIGH U T 4.3 FS 223.02 TC 223 60 42" HIGH GUARDRAIL FS 223.10 Ew RAI I BW 218.0 W 222.3 JFFER WAIL F T UN All HAVE 0 N a 229.6 .1 C Hi8i INTERMIDIATE RAILS OR AN I I Tw 227 1 uv o 2356 [� FS 2 .zo T F ---- -- '�jr T' 1 N} 6w 1 ORNAMENTS.: CATTERN SUCH �w ! I BIN 224.0 u 223. 1 F 222. 6 r FS 23.12 I THAT M' O"CT 4` 0 GHALL 1 y""' I ''' Ts 23.74 1 NOT P1 SS THROUGH " ® �' "�- --/ ► I a 1 G'= S .461 REMOVABLE � i=1 - 1.5 T 224.34n'0- �N 6' HI(t; ywrttR WALL � 218.0�^ W 26;1 ' r OW _ FENCING SCkE:ENING r l F 4.4 TCCF �s I I F 223. Q 1 W E Y22.9 '""^. W 22M0 1 223.86 - F 3.19 I 0 -`"" --�., K 1 I T FS ci I I-® 1 END ROCKERY WALL _ 11 3. 9 ,� j r TW 224 5/ ROCKERY WALL TW 222.5 n --1 r :� 1^ BW 215.5 TW 224.5 ? UPPER FF 224.5 J Tc z14.'<�' F 223, ew 2..2.0 B 214.4 BW 216.5 -�-I"" ! 6' HIGH BUFFER wAl.� 1 TC 214. 5 TC FS F 4 4 NO ROCK R WA F(-.IN R TAININ- WA L '► F 13.E I HANDRAILS EACH..510-F F TW 17 I �-- ' TC 213,89 - -y.., 1 FS 213.75 22 . 5 i I 6' HIGH BUFFER WALL 0 STAIRWAY TW 222.5 BW E 226.9 Com" J FS 213.39 N 1 OX I TC 213.93 ; K f •6 I END RETAINING WALL 1 TW 17.0 j BW 214.0 END ROCK RY A BW(W) a 226.5 IBW 222.0 1 I h1 1 FS 213.4, f I BW 214.0 TW 226.5 1 TW ' 232.5 TC 213.00 / - c IK H W) - 213.0 � I - `.,_ 1 5 � - '--- T ;317 3.Oz UPPER FF 224.E TW - 218.6 R�� + HAN RAILS EACH SDE 225.0 V� �t BW 214.0 OF STAIRWAY + 1 1.0 p FS 213.0 -,�bi � ( � I X 1 LOWER r*F 213.5 T _ 1 1 FS -,UZ , I I TC 212.76 42" HIGH GUARDRAIL ~ BW 214.0 n F5 212.40 � 21 --``_. -�$ 213 2-9- I OPEN RAILINGS SHALL HAVE 1 1 INTERMIDIATE RAILS OR AN ROCKERY WALL / � ROUE n \ h ORNAMENTAL rATTFRN SUCH (6+81,88, 34.33 LT �6 1 F TC 1 1 � \ F >-� / ^ FF 224.5 i THAT AN OBJECT 4' • SHALL BW o 209.2 t J � 1 v NOT PASS THROUGH TW - 212.0 l 4 a TC .41 I TC 13,08 CCESSI 1 .91 FS 212.58 , 6' HIGH BUFFER WALL 1 _~ \`\ / TC 1 8 ROU `' END RETAINING WALL ' a k' ` O $ 21 ,4S BEGIN 6 HIGH BUFF''' // 1 8 E = 221 S r� Z ; ._ FS 11.7 l = - BZW) = 222 0 r \ / (6+53.51, 37.63 TW = 227.6 rt rr Q LOWER FF 213.5 B - 207.5 _ J Y 11.87 / - TC 212.77 f BW(E) 211.0 - TW _ 213,5 �_ L, TC 212.50 - - _- _ = 21'0 \ . (7+21.14, 38.46 LT fail t. i' 12.10 �►-_' /`1 / TW - 216.7 8+63.559,777Y60 LT I 0 _ - BW - 213.5 s 4lSERY WALL _ TW 219.9 Q _ ♦� ° ` _ XTG. WAL 1% 7+08,88, 41.09 LT) - - 1 EMO X.G. DRIVEWAY \., FS 210.61 MATCH - BW . 211.4 ROCKERY WALL TW = 212.0 r a J e s REPLACE CURB dt GUTTER EXTG. WA!K (7+11.57, 41.33 LT -- ••»..,,..., r i ti 210.9. MATH ----_ J -- ===----•--_-- BW 211,4 `_ X G. WALK -_ �_r - _ N _ \ MAT 212.21 - '�"_ 212.0 (7+18.68, 40.47' L �` "w`"".''w.......,, •j' c^I c� 0 3 _ �, 8W 211.1 �, !u z;TW - 212.0 E,. ROUTE X WALK � -�-� 42' HIGH GUARDRAIL ):y OPEN RAIUN SHALL HA FS 211.0. -� (7+21.14 38. _ ?W - 211 'S 7+79.46, 46• T !NTERMIMATE RAID C•R AN r I v Ni BW - 211.1 ) co BW - 213.0 ORNAMENTAL PATTERN SUCH N HtClj B.�LR WALL 8+72.39. 74 45 LT) TW 214.0 � THAI ROUGH 0 SHALL (8+61,92, WALL LT BW � 220 5 .ztZ4 . 17.62' Lu '` �,r aW - 219 8 TW = 226.5 CL 24 WIDE COMMERCIAL DRIVEWAY \ '-'~ TW • 213.5 SAWCUT do REMOVE EXTG. CURB, GUTTER�� I ` - -- - I �`` _ ._ d r L J J AND SIDEWALK AND CONSTRUCT NEW r --- - . _• _ J DRIVEWAY APRON REMOVE EXTG. DRIVEWAY '� \�� J REPLACE CURB & GUTTER S S \ 'y _ 0 0 END NEW CURB �t GUTTER -� ` 1 \ `- Q ) 9 C j I .h 2 .� � - \\\ 0� 0 30 - _ {j 0ozs � I (�I ' � � '�'I'.'i�l,l i IIIIIIIII III! IIIi' i�l I!II IIII � ', +I� IIII IIII'ICIIIIII IIII 111 ! "" uj �'`1�' II III, +III IIII II I Ilil IIII IIII IIII ilii I{II IIII II, i ,{ i1+il!' li!I I!li 1+1+ III+ II+I IIII lil'IIII IIII'IIII Till !i:l Ilil LEGIBILMY STRIP I'Dotm.1 cm 1 2 3 q + 7 I Il0 111 I Ila I II314 I Ile 1171 I Il6 I II9 ! 210 I 211 I! 232 213 I 2I4 I a+g I 218 i 217 216 I 219 310 n Z,1 11 r + I 1 � O� I1'�I�' d- C? � .�. I ,t�l � • �i��l.l�!ala:,�al,►.�,�,�1 !'„�.�'�l>t��,�,>.1��,!.�a�:�.la,�i.±� mm I i'{AR.",o....,'` w.. ! d ■fit. �c .rwrri.rr __.--"--- -- - .. .. _ .. , d.'i i�' 'r I \ PROFS f NEfR�/�1 5470 CLASS 'B' c -, fILTED ATPU DAOU GRANUL AR BACKFILLO E ON - §TORM1 III � 1+31.00, 1.W R nW v\�,z Zdi',, WEEPHOLE IN CURB GRATE - 221.12 v, a �; / 2.Ot LF 40 PVC 3034 IEOUTs218.82 a_ �NM � 0 S � 2.00X 13.00 LF 8' PVC 304 -- - _ ------ _ - - __ _ _ ------ -- ---- -- d 4 IE - 223.5 O S '� 65 08X ----_-- T z n- < SEE DETAIL, THIS SH T F � < U- 20 ^ < z - -.... 10 0- 20 <w °D _. `�+ ...._ z C4 r .._. f C C C C c „ st _ w z F-- w N C �. - --- 228 -- - --- _ _ __ _ s C i r� . 1+16.00, 1.00 R C C C C C C C C C 00 00 I C.4 $cNv 00 � _� GRATE - 221.05 C C O 1 ` I < aD 00� IIE OUT In 218.75 .r ----- - -._ t °�,Is - - - _ � + M > � N* z 6 1 24.28 LF' 8 PVC 3034 - _ I �� 1+60.09 STORM CIFANOU < O 11 f + W:J W L(i " OS 36.19% 'r -4- . __ - _ 1+ . 5. 1 z Pi cN(V 1 N ±St N U-)SEE DETAIL. THIS SHEET f z -r 11 1+45.24 ACCESS MANHOLE z z I`,. � o�F � n �,jr, r °� 0 c3 0. z` NG c� J rn WEE H INOMB I a 1+48 22O - - o ? _ - LL -I O OOX ' I WEEPH E IN; CURB I V 5 v 6 IV N TO I $i z z c0 • N� Oz - ® 2 .�1... - , 1.5f LF 4 PVC 4 WA DRAIN TO _ x I C, (�&WWW (A J V1 Q (Y 0 S - OOX WEEPHOLERB IN CUw!, 1 _ _ J : 2 3._4 .• _ O55 � •200XVC 3034 `'c d � F11 ISH L C) X 0 r4 WAIL DRAIN TO ,�► --- . / -- - - ---_ _ ---- -DRAIN. T FOOTING 1 I' `� ""- - 1 IE 223.1 1.- c~i a r<W ADE- CONNECT ARCHITECT'S PLANS 1 0++4.82 STORM MANHOLEI ______-_ I® 1 g +i a, v� N FLOW CONTROL MANHOLE 4at�ZS m \ Of 1 I T w DRAINJU � Y 0 BACW PREVENTER 212 W J 1 I F< AT 1cc S6 LF 0+63.07, 0.0 R i GRATE - 211.74 4' PVC 3034 ' 12.47 LF S 5.07X IE OUT 209.44 88x00 LF 8" PVC 3034 --___. 9.)4 LF 8` PJC 3034 i • IE - 210.7 I' :. • - n 57x38 CSP ARCH ,�� `� OS - 21.157E t - _ --- _ - -- tt ♦ • - DETE"ON PIPE. _. _ - S " 12.00X WALL a ------- SEE DETAIL, THIS SHEET I ! S O.SOX 0+06 1 CONNECT T XT AN _ BACKFLOW PREVEHTER .T 32 LF LATERAL CONTRACTOR T It 1u u 1" 0+71 159.50 LF 4• PVC 3034 VERif Y LOCATION dt INVER �� / 79 LF W PVC 3034 CO ECT 24 T PIATE PER MANUFAC I S 8.49% ELEV BEFORE CONNECTION / �\ 4' PVC 3034 _ ate- RECOMMENDATIONS. ALL WELDED SURFACES IE •• 209.5 NOTIFY ENGINEER IF CONF TI 7 S 3.56X 204 - WOE eNNTEOI t �CORR 1 PREWII 05tON I TYP.) L IE - 210.7 I ! W - '- cv S • 0.50X. i, SMI LATERAL C0;(TRACTOR TO \� '-- - WAFY`L'OCATION - 0+00 0+50 1+00 1+50 ! _ O INVERT ELEV EX $" _ �` BEFORE ECT( SA S'fORM LINE J �,_ _ -� IF CON FLJC' - --'- c _ �, _ 1' 7303 SW BE � o STALE: 20 HHORIZONTAL AL w :Y 1 RELOCATED BY UTILITY W Alm TO - - --_ Cu•IPANIES - --'� WEEPHOLE IN CURB 13.61 LF 40 PVC 3034 - --- - __ RE 4'_, , O S 2.00X - _ METER 1 GENERAL NOTES: 00 STORM LINE _ !E 2 2.3 -�--_.. � STORMFlLIER , M REINFORCING BARS WITH F 7+28.98, 11.82 RT ) MINIMUM 6. OVERLAP CARTRIDGE 1.) STORMFILTER BY STORMWATER MANAGEMENT INC. PORTLAND OREGON800/548-4667. �) �� 6 OUTLET 0 CONNECT TO EX 18 STORM k'gTE, `--- MB FOR PERIMETER SUB PIPE STUB (STD) 7•) CATCHBASIN MUST BE SET LEVEL v CONTRACTOR TO VERIFY INVERTS (BY CONTRACTOR) a.) FXTEiTNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS. BEFORE CONSTRUCTION. NO• IFY \ •.) FLEXIBLE COUPL'NG TO BE LSED AT INLET k OUTLET. FERNCO OR ENGINEER APPROVED. ENGINEER OF ANY CONFLICTS. SUBURBAN MANHOLE FRAME W BOLTED a \ Fr/8" w� 5.) PERIMETER SLAB TO BE PROVIDED BY CONTRACTOR, r S II W R TRIrTQP4 6.) STORMFTLTER REOU'RES REGULAR MAINTENANCE, RCrFR TO OPERATION AND MAINTENANCE z. 7+13. 7 6' L RIM E UNLESS OTHERWISE SEE DETAIL i-_-_ -- 4 MANUAL FOR DETAIL:. RIM ELEV, � 211.88 MAX. DESIGN _ a INSTALL a, WA `r A A 7.) CATCHBASIN STORMFI._TER STRUCTURAL SPECIFICATIONS: ASSEMBLY TOP SLAB AND MANHOLE RINGS SHALL IR 4 - LOAD RATING: 20,000 LB. I ��• " ORM TO A.N. LSPEC. 478 CONSTRUCTION: 1/4' STEEL PLATE I •' I I �+ COATING: CORROSION RESISTAIYT, ALL SURFACES �- A UNIT WEIGHT: 650 LB. , " 10] "' •- INLET GRATE: DUCT1l.0 IRON V, RF W 0 PERIMETUt SLAB: REOUIRED \ \;i 78. MI i a 1/2" BOLT (STAINLESS STEEL) V) -' ��, • ' FABRICATED CORRUGATED '` GALV. CHAIN ( w r I n '1- 9 �. , M AL T2�YN�lJ�NOUT SATE, LIFTING EYE TYP - �/ SLACKCAPACITY �i DIA. - 10" ( ) L N �. � WHEN GATE Is oowN �--- �+ soup uD- 9 sn�ie (oPEnoNAL) w � a� � BOLT CHAIN 10 INLET GRATE CONCRETE. INLET 'E 30• MIN, OUTLET PIPE 206.65, � � 206.45CATCHBASIN STORMFILTER - PLAN VIEW I ILYA ST 3•+I • '�O' 4 •0 LEXIBLE COUPLING 1 ORM LATERALS CONNECTION TO ARCH PIPE b ARMCO COMPACTED GRANULAR TO `� � •• � J I BE MANUFACTURED SADDLE LEE OR MODEL 160 r -r `•'�,'p L 6 APPROVED EQUAL TURNOUT GATE • o,. d ,•o i SECTION OF PIPE ATTATCHEO TO BE MADE ' BY ,.A AN ALLOW WATER TIGHT �I ? " REMOVAL PERIMETER SLAB N ! IN PLACE WITH a 3,000 PSI CONrRETE Q w MASTIC 3" MIN. • " Q O'. RESTRIGTOR PLATE I 2 (BY CONTRACTOR) INSIDE RIMINSIDE RIMi " 2-#4 RLINFORCIWG STARS 1 2t-4- 2-4 4 �' TO INSIDE OF RIM (BY CONTRACTOR) .-.r •44 y � � I+- ' 6' MIN. +'.,� r. ,,,� ' ; y 2'-4- a 02 _ 0 = ! 6• MANHOLE AND BASE PER > 41 SECTION " •' �. n/ ll, MANN AIL b C 4I r I NOTES; OVERFLOW 2'-3 3 4' ;113 FILTER T 1. ALL PRECAST SECTIONS SHALL j WEIR CREST CHAMBER i (2.3) REMOVABLE WATERTIGHT �t COUPUNG ANE MANHOLE AC ESS FROM ABO CONFORM TO THE REQUIREMENTS ► ! INLET OF A.S.T.M. C478, ALL POURED 3�_,g• , iN PLACE CONCRETE SHALL HAVE ° � BAFFLE } 2• MIN ... A 28 DAY STRENGTH OF 3000 P.S.I. `B" OUTLET PIPE VARIES L7 2 MIN 2" TO 4" SLUMP. STUB (;STD) FILTER CHAMBER INLET/OUTLET ' •' �, ! 1.5x ORIF. DIA. (MIN.) 1.5x ORIF. DIA. (MIN.) �.� '� ELBOW _ CHAMBER 1 -5• r TRICTOR #1 -.__2'_1•__� + 2--.2 •_� CLEANOUT OPENING c. z L IN OVERFLOW WEIR ___ • INLET PIPE �' a I 12 MIN �� 12 MIN PLAN WEIR W1T}1�FILTER a c CLFANOIIT C3iAMLER- " LOCATION . OUTLET MAXI AMAX 1 ; CATCHBASIN STORMFILTER - SECTION VIEW - A-A CATCHBASIN STORMFILTER - SECTION VIEW g-B k P A TO OUTLET PIPE --ELBOW - wl I • E'LBOW W THEORi ICE ': ELBOW PR CAST MA , I - v DIAM - 1.60 GUM. - 1.85' S IC RING `+m a. ELBOW- RESTRICTOR #1 ELBOW - RESTRIGTOR #2 ANGLE AS NEEDED TO tw e>roaivA7>ot >Iw�Aamlt mPLAN TO MH WALL (TYP.) ' CIF I N.T.S. N.T.S. � � o.rr. rar�7ll.. 1,111,q'I, Ile. 6170f,6/1', No. 6,017,6!6. � Re, B,BBL,676, 1M!► 6'I'!Q1 0.6. E FLOW CONTROL. WkN HOLE •pv mmm pawn "mm � NTS - - - -_ - V - - ---- -� r rrrrrrr ___ .z+•W.w.,m . awn. _.:rm i.u: -,.,-:r,e....;. N;.cNWYyrI►�",lyyp;!YY; u.G' - -:.•,f ym�y{iwY�, Illtlltll,lili tI,Illlilltll'IIIIIIiIII III! .I IIII,II;III!11!i'I '!I11;;111(!" I I I !I I . LEGIBILITY STRIP i 2 I I ' n II IIID a rt N MINI ( tl�a III I jII►IININ pmm.i cm 1 1 11 IA 18 17 �jN? N118 l►Nlli�►1�9NNIN2I;�0nlrl'Nl2l lulu2u�2tl2i�i�3linlil24 u2n�5uiljill2l 6n2ill7ufilin2nIA ?►�ouuln3►I� 0 I I 1 �1 II �m ,1�,1.�1„(,. 7.•.r��,� ..(,�rl� (� I* I ¢ C I NONE J� oe ��+�,t�,l�.�.�.i� ,J�,.1,X11!�,�l.�.J�,1t��J.�l,�l�,la�l�-�• r,1�.u,J,��1�I I,I.iJ_,��i�J.�I�G.�II I,,I I��;l l l l��.!I!I o �.M yy to ' ,. ,•... ,.. -. ,.. ... .:. ,., irk:. ,. i..,*. '1 I _ -- / �NGI `• 54703 EXISTING DRIVEWAY ��`l Q- MATCH VIIpTH HEC GRADE _ SAWCUT L i 1 3 4" R - EDGE _- --- z TOPS�L * SURFACING CURB JCiINF - / 6� DRAINAGE BLOCKOUT AMATCH EXISTING MATERIAL OREGON -5' MIN --- SEE NOTE 5 ROW - R W LINE OR A$ 1- -6'=- PIPE W/COUPLING SEE NOTE 4 r, DIRECTED ) BASE MATERIAL "9 Y 9. "•- • _ .._: 6' --r �- DRAINAGE BlOGK0U1 1' BATTER VARIES \ ! / 5� �� M , • T 1 r 3 I.D. PLASTIC _ R At> T l - _�_-'- PIPE W/COUPLING ROAD. �- 1` 6 1' R - r SEE NOTE 3 I f _ i EW`' /3 �" ' ,..�1�r,,. i �, I i m RENEWS 6/SO/05 1 SEE Y a z o L �- 2" OF 3/4'-0' BASEROCK +0 '+.+ 16' 6• • . 2" 5 MIN IX SEE NOTE T NOTE 3 2 <�, o u ca i �, a - z COMPACTED SUB(:RADE y °•C+ o ' �- . " ,,MAX. -_---- -- -1 l�_-_ yDE WALK < j 'm 0 0 • BASE COURSE-� + 6' o U ' � 001/U Lc --24' I 6 30' MAX A 61 SIDEWALK ADJACENT TO CUF,3 10' MIN -_--5' MIN _. ROW I -- - �_ �� 1 FOk USt. At-ONG MEDIANS, GUTTERS MAY Of REDUCED WITH PRIOR j-PLANp l� 6+ �" APPROVAL FROM THE. CITY ENGINEER. Z �' w --�'- all ROAD .••.r •�+• "yam 2. CONC'4ETE 10 HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS 0. L9 O 3, D(PAN510N JOIN TS: 3/4' _�• m ,: a E In 2' OF 3/4'-0' BASEROC.K A. TO BE PROVIDED STRICT ?X r ✓_ 0 Li < 4 ( , U O - NOTES: 1 A i EACH POIN T OF TANGENCY OF THE CURB. - --- •. T_ 1 v�"� CV O COMPACTED SUBL:RApE 2) AT EACH COLD JOINT L t C I CC z C i`'- �1 L 6+ r 6' AIN 6' MIN 1 TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF iANGENGY 3) AT EACH SIDE OF INt.EI STRUCTURES ..---�► o O_ J cT' SIDEWALK AWAY FROM CURB OF THE CURB Est AT CTHER LOCATIONS AS REQUIRED TO LIMIT IHE SPACING 4) Ai EACH ENO OF DRIVEWAWS 2" OF AGGREGATE 6" MIN BEUDING BELOW z vr) LO r `J z NUTLS 10 A MAXIMUM OF 2C FT. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 0 (3/4'-0') COMPACTED s /�'� O _ TSN A-A OUTSIDE Of PIPE BELL < v 0 7 O s 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED N`.,.-EXTRUDED MATERIAL B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, 6" x 6" 10 GA MESH Qw z (Y U W 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 UAY•, 6 SACK MIX, SLUMP RANGE HATH A THICKNESS OF 1/2 INCH. SEE NOTE NO. 4 o I-- Cr OF 1-1/2` TO 3 WITH A MINUMUA THICKNESS OF 1/2- � 1 � W 0 Q 4 CONTRACTION JOINTS: �i ♦ a J L = O 2. PANELS TO BE 5 FEET LONG. 3 TRAVERSE CON TRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART �j,// j�i�i��' O u N WITH A DEPTH OF AT LEAST ONE FOUkiH OF THE CROSS SECTIONAL AREA. I A. SPACING TO BE NOT MORE THAN 15 FEEL NOTES iC /��/�� j�j U a- O N B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1 =r 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, /2 INCHES. �\ < V �� i UTILIT'r VAULTS, WA�EELCHAIR RAMP;, h AT SPACING N01 TO EXCEED 45 FEET 4 CONCRE-T[ BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. l 1. CONCRETE COMPRESSIVE STRENGi.+ SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAY'S TRENCH FOUNDATION ----�• •--� < LAJ � 0�1 �. BASE ROCK 2"-0 OR 3/4'-0, 95X COMPACTION. BASE ROCK SHALL BE TO 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN OF 2 FLt i SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. 2. CURB JOINT SHALL HE TROWELED WITH A MIN 1/2' RADIUS ALONG BACK OF CURB STABIUZATION, AS REQUIRED � L' O N x Ln 00 ^ 1 4 FOR SIDEWALK ADJACENT 0 T1�E uRe AND POURED Al THE NAME TIME AS THE AND MAX. OF 3 FEET FROM PROPERTY LINES. CURB, THE JOINT BETWEEN THEM "ALL BE A TROWELED JOINT WITH A MIN i/2' RADIUS. 3 EXPANSION CONTRACTION JOINTS SHALL BE 1 0 DRAINAGL BLOCKOUT - 3" DiAME1ER PLASTIC PiPE: /2" PREMOL.DED ASPHALT IMPREGNATEC > LaJ � L-+J Pn 5 SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLEATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. > •d- Y 0 CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY A. 3` I.D.DPLASTIC PIPE WITH COUPLING NOTE: N Q Ln co J OTHERWISE SIDEWALK SHALL HAVE A'MINIMUM THICKNESS OF 4 INCHES. B. DRAINAGE ACCESS THROUGH ExISTINI, .;ORBS SHALL BE CURE DRILLED OR CURB 4 6" X b' 10 GA MESH REQUIRED FOR CC1MMEkCiAL DRIVEWAYS ONLY. 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWANG l � SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURE. 6 DRAIN BLOCh(OUTS IN CURES SHALL BE EXTENDED TO BACK OF SIDEWALK WW11H 3" DIAMEiI_Ew 2. JOINTS TO BE TACK AND SAnDEC _ C. DRAINAGE ACCESS THROUGH FROM NEW CURBS SHALL BE PUKED A MINIMUM OF 2.0' 3. SAWCUT SHALL BE TACK COATED WITH BIi�)MINUS ASPHALT EMULSION. PLASTIC PIPE AT 2X SLOPE. CONTRACTION JOINT TO 6E PLACED ODER PIPE ANU A MAXIMUM OF 30' FROM PRO?FRIM LINES. ;. In C 0_ M G •..venal Io NO S(K 1 Nl) xN.E / -�.+• ./.�aYD -- U l;.aatr..o uI►Mrla•1 MATIN n MICAS - CONCRETE -Slim P�DUENAS - \ GUSTIN P. GUENAS �- NO SL.(lt n ~OCL kS NO SCAM - +•rq�n r � / \ AtAlSnN P tx,tNAs STANDARD AGUSTW P DUENAS [NWIlIM+9 D[iA1111fM1 [lAlr.CfI�IG 0[.'M1►plt \ LM(I,IIRNG W•AR11,p,1 NO SCALE - OWG NO - OWO. NO_ C.RIIL[AMp U(►AIrIN[.u1 _.-__._ -. _- _.-.__ C °^�- STANDARD CURE �^«� 0.1. � •uo °ro 1 L7 rAr1 twin•ual wan cruor•rlu rl.1, Mra1n+rnt u:s[. "+.a.l a"corn - LAI, N0 - CURB tSc GU TTFR ,,>. "»..� am fL.� DWo No TRENCH 1n "^ wAIEW 1010 SIDEWALK 1 2r' +ac[ .M[,�►Nn wa +�„ rrw.awv A OtV 01 TRL� WAR H 1vw - BACKFILL p1 Q 80110 ' u• 'I•' - - 1 V CITY d T10M0 ru fwu my YMG1 IN! 5 QTV� 110MID �"° �Y�[�= �� ESM �` f:;;;7o, T1011� � appµ.'n -- '?� rz SQ011i flat �O � •"•nj U A9NrWl r.W .rlrrvA<all "' MJO N+ ►TF1 2 v (rW M►ilit YAFC11 1YY� DRIVEWAY FAA .,r �I�l ....n.r .wNI1f� -- -� RAMP TEXTURE x w '.. PER DETAIL A' 4' ---16• � LN CROSSWALK _ ! FLUSH M r 8.0` STRIPING ( 111 1 a l Tips Od - 4" P.C. CONCRETE ��Li I 'Q`� ,o., Uu�o o -II oo. 00 00 a A 2.036 2" 3/4"-0' AGG. BASEROCK - F JI .00 o.aoo0c+j • 4 -•►10 4a• SECTION A--A 02• L. NOTES: 1, CONCRETE SHALL ATTAIN A MINIMJM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 0 0 0 b O 2. CONTRACTION JOINTS SNAI_l BE SCRIBED 3/4" DIF, P AND RAMP PANELS SHALL BE C) O � nHE EDGED ON S SIDES. a < L5. , lad ? C1 3. EXPANSION JOINTS SHALL BE 1/2' ASPHALT IMPRLGNATED MATERIAL ON EQUAL. c+ \ 2�Q�` _ 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. p.11p' @ © , TRUNCATED r__7UR9 1WDTN- U CATED WYE --.► I PUCE TRUNCATED DOME DCTECIABLE WARNING TEXTURE IN THE: LOWLR 24' Of THE THROA' OF THE RAMP DETAIL ONLY. ARRAPGE DOMES USING IN--UNC PATTERN ONLY AS SHOWN IN DETAIL Ri6HT COLOR OF TEXTURE TO BE SAFETY YELLOW. FOR CONSTRUCTION OF SIDCWALX RAMPS OUTSIDE OF PUBLIC RIGHT-OF-WAY, RAMP TEXTURE CHECK WITH STATE BUILDING CODES. PATTERN DF(NL PLAN VIEW J WHEELCHAIR HAIR RANIP M"J"I'AIL a ! . I - r-0" __ __ __- 8' PUL ------- .-_ 2.0'-- SIDEWALK ADJACENT TO CURB _ tuts 18" CAST IRON 910 - - PLAN -------- -- -- --- - - Q J_ O VALVE 80X TOP - PULAti•ItRry LINE Oq LI7cAtt FRAME AND oOv[lt .r it LOT TO BE - \ OVER LEDGE Of AT LEAST SERVED iB" BREAK FLANCE�SIUEWALK �T'� PER + 110. +IO UTILITY E�10HE14i 12' IN WIDTH I MIN 3" MIN. - -�6 MAX. _- -- + MIN U, lrwocKaurn j LIOwI-s►aMlfx GROUT • ; ,. �._ Z � � t ` •' sEM1uiWD CASE RIOT no- li)T W : r FRAME AND COVER 11-0. -0" 1 1/24" DRAIN\RUCK - P1f•E SIZE AS SPEGFIED - -� _ __ a 7 �10'p 140• +M-- SECURE 2x4 IN PIACI' � � O +- SIANDAAD YAHH(1L AGAINST PLUG W;% YACKFiLL • •l I n� Gmmw low TO PREVENT PLUG BLOWOFF c� - PROPERTY LINE W l TAR PAPER (MOISTURE, / , , - _ __ IV rJ �- • ` . I YA10YIlY T7- FROM • • 6' OUCTIl E IRON PIPE -� ♦ - STV MI M SANITARY TOP OF r RS E S IEP < " , til' "FIELDALOK LOR EQUALWGASKETS - �'• 049. . r +' MIN. A -�iiATFT�ET�i 0 FIRRAMF AND co% ErEFIOR ro TOP a' H Asnlvo I� -- i'-O H � t. y� �� MAN STD txuWHHNO NO 11a-SA/ST OR U t\ FINISH GRADE lr� •• / %� KF NOTES •1 ".►" F. FOR NEW COISTFNCIION ALL SIDE SEWER AND SYY;,IORM AKjjt: ---� N0. 120 >' ••. i _SFT FRAME IN NON SHRINM CID \- �Zt�7cv'...- OlIIEC1101Y5 TO !Y AND •0' YAYNS SH•ll A" WITH FACTORY < " 1'-. -VA1E7E11QHT PIPf PLUG FAIe0CAYM 'TEE• FETTNGS LftXSS (MDIU% APPROVED, -2x4 _ p10UT ti 6 MEGALUG RETAINER AIMEI STat ! PW.. YATERW. IHr:L K ONE OF THE IMIDIA/p NOTES: 0 ; PROPERTY UNE AND LOT /y MI.. •.•r' A PVC AST*-30.54 1 o /7 �j '.)LAND (EBAA IRON) / A'.' '1`' � ALL PEPS 4HAlt M OOIDP COOFL - �_ C1 NUMBERS MARKED !N WHITE r' Ill, i ALL fFCAST MANHOLE SECTIONS •rHAll tONFCIW r0 TILE I GRADE- RING (2-.4-,OR e') CONCRETE PIER �,. • alas FOR SANTARr SW WwE11s !T PAINT ON FACE OF CURB ~ Q" GATE VALVE + -�. �•- 11EANIN4fZ - •�4„E" 'P4n J/1'-0 FORA •ANrFt FOR STORM WXE PIpLM +' 2 ALL POURED IN PLACE CONt7LETF SHIILLJ. NAVE A 20 DAY MA%IYIJM 12' BLOCK FLG. x M.J. SFT MN NON-SHRINK GROUT SEE NOTE 1 / + "� MMIT4RlM OF 0' AAG XW It DON MIT ASFY C-14, CL-2 ( ) .-__ L/ • S^� - �, +, SIT Q RICTSIJ< IIOI CLAS-0p STRtNGTH OF 7000 PSI, AND SLUMP OF 2' T) 4•. • u) PLAN SIDEWALK WITH PLANTER ? 0' �-- - '• s ALL .ANTS SHALL OF SEALM VAIN PREFORMED MASTIC. 41ANLwRO FoCANM1C CASKETS SUGH AS KENT-St At N0. 2, RAW-AF.Ck• OR AN • 3i CON[ > G� M.J. x 6" FIG. TEE •Et7 LOT#T: TOTAL LW N 0r 2x4 MIN APPROVED EQUAL CONFORMING TO FEDERAL SPECf1CAT10N 1, m STRIP AT CURB ® I LGE, A, SHOWN ON APPROVES` SET DF PIANS �- S3_Soo?I0. MARK,NC^., TO FACE STREET 4 LI PIPF C0.4Nf.CTIONS TO MANHOLE SHALL d: - ----- ,[ 1 v!•. _ HEIGI!1 1 SIDEWALK .f,• 12 or GROUND MAGNETIC ► k < .. 5 PIPE CONNECTIt7N5 tx 24' 0R GREATER SHALL REGIJMIE A • a OC 6'-6" ---- :x4 MANHOLE STEPS IEE '- 3" MIN. [ t•` ' MIN SURFACE TAPE to MANHOLE AHD (XIANNEI DF.TMI. ( L:) - - .I�♦ COI OR Ct701 SUPFAC_ STD ORAWRtG N0 ,00 NANH(%E SECTION BREAK FLANGE _,�, j, '+ 30' / (GRFIN SANITARY) !! P,PE CONNECTIONS O FOUR GR MURf YNNIINES SH/.1 / 1) MAX. [• r +' LOT REQUIRE A YANHOLI CONNELTION AND CHAFINE1 DETAIL gill ; ' .•. '• I (WHIii_-STU/MI) `t ? PROIDE A MINIMUM OF 8' OF INTACT (UNDISPIRBED) (vARIABi,.[ 1'-4') PE BREAKOUTS AS MIA IRED6 MANHOLE *AIA I� .♦ '. _ •°�f_ ()N THF INSIDE FTWEEN THE MANHOLE •,mumt� __.. • NOTE: _ ---- ♦+ � - LAilrl MACRE ILC TAPE WITH 14 ACK If TTiRING S BRFAKOl1T OF WALL Or PIPE 9HA11 BF 1' VINIYl/Y AND � OLD 3I / •� . GRULIND SANITARY: 'CAUnON SEWER BURRED snow 4' MAxIMUY t1EAR OF RD[ MALI W S ^ ' 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A.-442,(C42 APP'D EQUAL) 6' MJ, 5 +j4` `+. --r srDRM: •cAunGN S?01+Y OR AIN RIIRIFD RFl-OW' O THIS DEI JL IW11ED i0 M,IIOAIUY 4TFHtDR DROP OF 24' MVO 3 PORT - TWO 2 1,12" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLL9WING: 4r r'.t ` 1� T:'� - PLACE Ie' AROW TTP OF PIPE AND AGAINST 2x4 FOR SANITARY COFNtECMN AND 4A• FOR STORM - - ►..•i.• �,Y.I►'• ••'; ► 10 WATERTIGHTTAYPFR PROOF MANHOLE FRAME AND (.')VTR NECTION CUSTOMER SIDE A. OIL RESERVOIR �n:•'� •_•��;�� ` " J P- B BRONZE ACTUATION NUT •.'. %� SHALL Bf U D IN All EASIM041 APA OFF SFREIT ARrAS - C. BRONZE SEAT R1NG a ELL NATION - D. WEATHER SHIELD AP - t PIPE _- 4NR'MIN. • :��` Pt ir: LMMIY'Y Low (D SEE PLUMBING CODE E. SAFETY SLEEVE COUPLING „Ii• '•� A. •:. ., ; �. _ NOTES: i FOR DEPTH OF COVER F. THREADED NOZZLES WITH '0' RINGS 2„ iii �l�'r •' 1 'ii•a.••A •: •1 tr:�•I �- (LINE RE ED) • Q' MRN FROM TOP 17< I 2 p -+-i - �I*)" 9=19',• P PIPE TO MANHOLE r ZWz � ---..._. 51 DTH rIu-yH OHANNEI t0 , ACTION G. NATIONAL STANDARD THREADS _ T s- 3/4 V RDCAI HEIGHT or PIPE -'- t. SUR VE 108 10 INSTALL TEMPORARY - 2. SAFETY CHAINS TO BE REMOVED. HI_'8 AND GUARD STAKE OR 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNAT1:. APPROVED y H D �_ �- 1` - - n 0 w GUARGSTA.KE AT LOT UNE FOR 9Y DISTRICT FIRE MARSHALL. �/' FOR P142110 PV[ 3/4'-0 ' _ b • MINIMUM SLOPE FOR 3/4--0 PIPE ZONE r. 4. HYDRANT UC BE INSTALLED TRUE AND PLUMB. D' PIPE - 0.010 MATERAI AS SPECIFIED �_ r ! AIRIER INSTALLATION. 5. NO OBSTRUCTIONS W11N1N 3' D" RADIUS OF HYDRANT. /,o •'A 4" PIPE - 0020 _THEFT 2 INSTALLED BY CITY OF 11GAR0 METER 6. If SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED o -SUPPORT YEE MATH 12• MINIMUM OF -p• OOMFNCTED - + � 4-,cj:� 00Nd�� ANGLE STOP 7, VALVE BOX To BE IN A,%ORDANCE WITH STANDARD DRAWING NO. 505 OR AS APPROVED / 8FDOING (RAVET., 9A9. MATERIAL 7 •,_.:; '-_ BY ENGINEER. NOTE: CONCRETE E►ICASE ENTIRE WYE SECDON ANO 41 WNL) IF CONCRETE PIPE // MINIMUM 2'D' MELTE EVAT-Q '•�' ' TYPE "K' SOFT El. THRUST SLOCK5 SHALL NOT HE PLACED AT HYDRANT LOCATIONS. •I•'°��iiw", .t+. COPPER TUBING - rrN�M NO 4f.A1i �'� --� anWrO Ir+ Wl 9CALf_ ------'--- --_--._ ,._ �. _ ---�- ----_._-..------ -------'-- __._.W._- --- ---- -.- A(K/tilll/ . D,>L1rAs S�-ANDARD CLEANOUT 07NTT1�n111k*%..' 3/�R �' pGII" It A°�""°°`""� SIDE SEWER SIDE aTORM STANDARD MANHOLE - -w °^ -- °'"G NO III"l■KW lta `am••a FIRE HYDRANT oWG No. ©E'afl �f �erviCf'S ; '„ M"04 TNI WATER SERVICE � �':•�'� MARCH ,piS - CleanWakeT ervicr'., 20 ASSEMBLY 42 PIP LINE I C 1 C!fY - - -- 4'• 0 170ANR • Ilul Hfr+-t"1 --- DRAWING NO. 150 REVISED U2-03 Out e.aoltaerl i•el.a'. I Et;vt',IJ; r:l u!J Fhu ceselt..nl I.cl.n 1� rwr+A Irl[ _ Wnor .rare r H,AIt - --------...._ DRAWING NO. 1!0 _-,-._- - UR.,WING NO. 010 PF•rs;U m 01 [*•'«K.rJforll M rMrN. LEr IMU'1Y STRIP " - 10 13 I'4 16 17 16 19 20 21 22 23 2,1 25 26 27 2e u n I10NI 8 107 1 It i i I I 1 L i 1 I ,11 08 i - 3 ... ',.011,111, ,., ,., .. .. .. N?' "?�6�1+M1M'.. ._ +w(4, tr9Y• _. .+W MQ vAW .Via . t : ,. I.11iFt4• 4 Un 3*'. 'uaa h+MiiA 'Ih. .Vddsnr.. V MM 4kW4+A _ � _. 'LG% ., tMl r. ` r I THE GILROY BUILIDING 920 N River St Suite 103 Portland 014 97227 LEGAL DESCRIPTION PROJECT TEAM `_+— &MEET INDEX�Y� BUILDING DATA _.. __-_.-� VICINFTY MAP www Btueveroyce com MAP 2g-'--01 AB TAX L01 1604 � �.___ ..—._.—_ _._____.. ___. . - OWNER ARCHITECrURAL STRUCTURAL OCCUPANCY TYPE: e AOA TIT1•E SHEET SI FOUNDATION PLAN CONSTRUCTION TYPE; TYPE V-N p 503.287.640 PROJECT ADDRESS PATRiU( a.•.•oY 1.503.213.59099 11412 S Is OAK CREEK DR SCHEDULES ALLOWABLE FLOOR AREA (U B.C. TABLE 5-B) 8,000 S0. FT 7107 5 W BEVELANU 5' P')RTLAND OR 97219 AIA LOWER LEVEL FIRE LIFE SAFETY PLAN ALLOWABLE AREA INCREASE 8,000 SO FT. ■ 2 (3 YOS.) '8,000 S(I FT TGARO, DR 97223 UPPER LEVEL FIRE LIFE SAFETY PLAN 52 UPPER i.EVEL FLOOR FRAMING PLAN ROOF FRAMING PLAN UPPER FLOOR LEVEL AREA: 4,377 $0, Fi. GENERAL CONTRACTOR A2.I LOWER LEVEL FLOOR PLAN LOWER LEVEL AREA: 2,910 SO. FT 7iVEIII IEQ CONSTRUCTION UPPER LEVEL FLOOR PLAN S3 STRUCTURAL DETAILS TOTAL FLOOR AREA. 7,387 SO, FT 12439 S w 22mo AVE WALL TYPES _ LAKE OSWE00r OR 97J35 S4 STRUCTURAL DETAILS, GENERAL NOTES 503-293-1226. FAX 503-293-1536 A31 BUILDING SECTION A G r� \ CONTACT TOM CLARKE PARTIAL ENLARGED PLANS S5 STRUCTURAL DETAILS ?PG\�\ \, ARCHITECT A3.2 BUILDING SECTION B 58 STRUCTURAL DETAILS ENERGY DATA BUILDING SECTION C WINDOWS DOUBLE GLAZED W/ .5" AIRSPACE, U VALUE - .5, LOW E - 0.4 w'y STUEVE III ROYCC ARCHITECTURE DARTMOUTH $T RESTROOM INTERIOR ELEVATIONS S7 STRUCTURAL DETAILS MAXIMUM GLAZING FRACTION: .30 ------ < — --- 620 N RIVER ST., SUITE 10] DOORS. ENTRY DOORS EXEMPT PORTLAND, OR 97127 44.1 EXTERIOR ELEVATIONS F p 503-267-6404. FAX 501-213-5909 TRUSS MFR SHOP DRAWINGS LOORS AT GRADE- HEATED SLAB EDGE - R-7,5 INSULATION FLOORS OVER UNCONDITIONED SPACES: R••30 INSULATION : R-30 INSULATION T01 FLOOR TRUSS LAYOUT PLAN ROOFSi CONTACT'. TvIP ROYCE AS.1 ROOF PLAN ti PROJECT SII•r E TYPICAL WALL SEC'ION 'Y FRAMED Will R-19 INSULATION STRUCTURAL ENGINEER T02 ROOF TRUSS LA JUT PLAN BELOW GRADE WALLS. R-11 INSULATION ~� NAVA ENGnEERING A6.1 DOOR & WINOOW SCHEDULES 3311 NE COUCH DOOR k WINDOW DETAILS CIVIL PORTLAND, OR 97209 503-230-6678, FAX 503-274-2812 BEVELAND S CONTACT- MATT NAVA DEFERRED GU&MITTAL& CIVIL ENGINEER ELECTRICAL � ---- ----�� - � MVAC CESINW INC PLUMBING '5573 5W RANGY RD., SUITE 300 STEEL FRAMED CANOPIES AKE OSWEGO. OR 97035 503-293-1226 \ N CONTACT: jACKIE NOT TO SCALE LANDSCAPE ARCHITECT OTTEN t ASSOCIATES, INC "551 SW RIDGECRFST DRIVE, SUITE 105 BILAVLOTON, OR 97005 503-844-•5068, FAA 503-641-3092 CONTACT: GEORGE OTTEN M s E� &SIEEEI Im I L w>cErr Afj�VIATI VR 00 - _ 0 1"',— I AD A42HOR BOLTS (E EXISTING ) LAV LAVATORY OT QUARRY TILE VER VERIFY ABBREv ABBREVIATION (S) ELEC ELECTRICAL LEV LEVEL APIR APPROVED ELEV y ELEVATIG L lQHNOON T I n —"" — VERT VERTICAL 0 ACOL'S ACOUST CAL EL LTWT LIGHT WEIGH'( R RISER VIF VERIFY IN FIELD AC ASPHALT COR or RAO RADIOSNCRETE EEE'/ ELEVATOR RD ROOF i,4AIN AC o, A/C AIR CONOI1IONINO E0 EOUAL '-- AO ACCESS ODOR EOVIPEQUIPMENT REF REFTRENCE W WIDE I I AF1 A6UW- FINIlHEC RREEL REFLECTED W/ WITHOOK EXi51 EXISTING MAIN' MAINTENANCE ALUM ALUMINUM EXPANSION JOIN? REINF REINFORCE WC WATER CLOSET EXT EXTERIOR MAT'L MATERIAL REDID REOU:RED WD WOOD ---------- -- MAX MAXIMUM RES RESILIENT WI WROUGHT IRON BOARD EWMB MACHINE BOLT C ELEC WATER COOLER RM ROOM W Exp EXPANSION alp.. 6JILDING MECs- MECHANICAL. RD ROU6H OPENING SLK BLOCK _--_ MET METAL REDWD REDWOOD am SCAM FHC FIRE HOSE CABINET MEZI MEZZANINE DOB BOTTOM CT BEAM FIN FINISH MFR MANUFACTURER 00, BOTTOM SECT SECTION ISSUES & REVISIONS MISC MISCELLANEOUS �Q„_- date by Ch9Gk FLR F1.00R a0 BOTTOM OF' FO FINISHED OPENINIC MO MASONRY OPENING SHT SHEET C/C CENTER t0 CENTER FDC FACE Or CONCRETE 4IN MINIMUM SHTG SHEATHING FOS FACE' OF SrLIO MULL MULLION Sim SIMILAR CER CERAMIC FOIL FACE OF WALL SIM SiMULArnR C� C[ilINO HEIGHT F —'-� SIMUL SIMULATED CL%4 CEMEN' FOUND FOUNDATION (N) NEW .RP FIBER REINFORCED PLASTIC SPECS SPECIFICATIONS CLO CEILING 4,1 C. NOT IN CONTRACT CLO CLOSET FO FtMR GRAIN SS STA NLESS S'EEL FLOOR SINK NO NUMBER STA STATION CLR CLf.AR NTS NOT TO SCALE STC STANDARD CMV :-UwCRE'E MASONRY UNIT FULL SIE NA NON-RATEO L.J r; cu ,IN FSO FULL SIZE DETAIL SIL STEEL Gilroy Office FT FEEL I SO SCUA COMPO COOV RE CONC CONCRETE NE FN FULL HEIGHT STRUC' STRUCTURAL STA STRUCTURAL u it d i n g i CONCR CONCRETE OA OAJOE OC ON CENTER SUSp SUSP"DED CONN CONWC iloy OL GLASS OCC OPERATOR CONTROL CENTER SUPFLR SUBFLOOR CON' CONTINUOUS GALV GALVANIZE DO OU181DE DIAMETER SYM SYMMETRICAL CORR CORRIDOR OR GRADE OFF OFFICE — -- — CSK COUNTERSINK OF OWNER FURN114 ITEM DET 04 OFT, DETAIL H HIGH Oro OWNER FURNISHED ONNER T TREAD Tigard, Oregon of DOUOLAS FIR H01100 HARDWOOD INSTALLED TDC TRAFFIC DECK COVERING Date: 2.0 SEPT 2004 I OF DRNKING FOLINTA,N HO1N2 HOFIiZON'AL Ori 0°POSITF. HANG T ! 0 TONGUE 6 GROOVE Scale: AS NOTED 41 ;MP DIAMETER Hki HOLLOW METAL OPN'G OPENING TEMP TEMPERED U+AC tIA00NAL HP �"GH POINT OPV OPPOSITE TELEPHONE TE T}IK TRICK QIM DIMEN90N T_y OIR DIRECTION TO TOP OF 0 INSIDE DIAMETER PC POT' LAND CEMENT TOC TOP OF CDNCRFT; v, CCR9 N OL MWA 1NISUL INSULATION PCS PIECES TOP TOP OF DAR APF T TITLE SHEET DC DOOR OPfN10410 IN' INTERIOR PL PLATE TOS TOP OF STEEL. OR DOOR �__ _ PL AS PLASTER FIRE LIFE SAFETY PLANS TYP TYPICAL QS UOWNIPQ T PLYWO PLYWOOD TOW TOP OF WALL JAN JANITOR PR PAIR CWG DRAWING n� PREP PREPARATION OWc1 DRAWINGS PROD PROJEC'10N UNC UNLESS NOTED OTHERWISE A0 . 0 UUN UNLESS OTHERWISE NOTED I C STUEVE A ROYCE PrHC,•'EL'URE,,NC.;NXx 70 NOT 9FPR000CF m, au,PlRMI/61ON ..a`4.l�I,w�,. .�•..._..•-.,..,„•.�+....-".,..,....r ... - _, LFGIBILrtY STRIP nlli}IIIIIIII I I;I I I;, 9 9 10 1 1 ;_r 13 1r4 17 c1 19 2'0 21 22 23 24 25 25 217 28 29 3G t ZII I I I I 01 -0N, 9ip 25X �L��,��-�i -�J�J� I �,I�L�awJ.�.1.�1�.i�1.+.4�j•.�.l.�l.��.1.�,>,.�,I�L��,�•�� l�� l�l�� I � �� Ioz N T. .. yy ,M,.. ...... y„Mi..3•y.•y,.�. , .. .. • 'v a . .i - _ , I r I I 920 N River St,Sults 103 i C C C �� 6,, , �, n I �. C Portland OR 97227 �. �. `. .0 IiIN i L_� II — -___: I. . _� - www. t etueveroya COm CLARKE 904 SAFE .1 1' v'� GILROY BLDG. SAFE DISPERSAL AREA f�..r�i ii. / DISPERSAL AREA 1.503. 2113.5909 iv 7 ..if sJ dL16 x rl r /IIy �� I L=_ x 'I - - I o � I �A _-_ 1 ONE HR. FIRE RATED ---- ' WALL ASSEMBLY � � �- -- ------- --_--____ - L ON-RATED NON-RATED - - \\ _ -- ELL'VATOR SHAFT — TH S BUILDING BY - HIS BUILDING Y TBIT ELEVATOR SHAFT ENCLOSURE SEPARATE PERM ENCLOSURE SEPARATE PERMIT NON-RATED LOBBY _ - — NON-RATED FUTURE '------^---- ---- -�-_--- I \ // A'• SHAFT ENCLOSURE ----- -- --.. . ONE HR, FIRE I f RATED WAIL ASSEMBLY 1 NON-RATED EXIT NON-RATED EXIT / -- --- -P ACCESS HALLWAY r ACCESS HALLWAY ' �. --.. 1 7F F y v f- 17 ALL OPENINGS IN / \\� f I THIS WALL 8 OCCUPANCY // / PROVIDED VATH 3/4 TYPE V-N HR. RATED FIRE \ / �y CONSTRUCTION / \ \ ASSEMBLY / �\ �� Of f e 444YYY \ A. - 1 M ONE MR. FIRE RESISTIVE _ CONSTRUCTION WHERE ROOF 8 OCCUPANCY "'-`- - ASSEMBLY IS SUPPORTED BY TYPE V-N --., ONE HR. FIRE RESISTIVE I •p THIS WALL AATHISEMBLLSWHERE ROOF C4 CONSTRUCTION CONSTRUCTION-'•"'--•- / AASEMBLY IS SUPPORTED BY Uj Uj CO 1, ONE HOUR TERMINATE TFIRE-RESISTIVE UNDERSIDE _ _ � �'' � WALLS TO TERMINATE AT THE UNDERSIDE OF THE ROOF SHEATHING - WHERE THE ROOF-CEILING FRAMING ELEMENTS ARE ARE -e PARALLEL TO THE WALLS, SUCH FRAMING AND ELEMENTS SUPPORTING SUCH FRAMING e SHALL NOT LESS THAN ONE-HOUR FIRE NOTE: ONE HOUR FIR[ RATED FIRE CEILING RESISTIVE CONN MOTH FOR A DTH OF 10 ASSEMBLY THROUGHOUT UPPER LEVEL FT. MEASURED FROM THE INTERIOR SIDE OF I PER THE WALL TO TME WALLS, SUC!1 W C. 2. WHRE ROOF-CEILING FRAMING ELEMENTS 709.1,1) ARE NOT PARAI,L°L FAAMINC AND ELEMENTS SUNPORTING SUCH � FRAMING SHALL NOT BE OF LESS THAN Lm ONE-HOUR FIRE RESISTIVE CONSTRUCTION3. IN THE ROOF \ t� LOCATEDNGS WITHIN 0 FT. OF THE SHALL FIRE T BE RESISTIVE EXTERIOR EXCEPT OPENINGS 1 PROTECTED WITH SMOKE DAMPERS - I ISSUES & REVISIONS_ t M - date - Dy check A. (.t qy. qy I UPPER LEVEL FIRE LIFE SAFETY PLAN N LOWER LEVEL FIRE LIFE SAFETY PLAN N 2 A0.0 SCALE : 17,61 = 1' - 0.. A0.0 SCALE 1/1e' = 1' - 0' LEGEND _"--- OUTSIDE EXITS i --- Glroy Office ® NON DIRECTIONAL EXIT SIGN Building DIRECTIONAL EXIT SION 0 EXTERIOR LIGHTING TO PROVIDE MIN. AVO, 1 F.C, TO SAFE DISPERSAL AREA OR PUBLIC WAY Tigard, Oregon 1 - — ----�.- PATH OF ACCLSSIBLE EXIT DISCHARGE TO PUBLIC WAY OR SAFE OIBPEERgAI, AREA fete: 20 SEPT. 2004 scale: AS NOTED NON RATED HALLWAY (U.B.C. 1004.3.3 INTERVENINO ROOM (UBC 1004.3.3.1) NON RATED LOBBY (U.B.C. 1004.3.3.3) ACCESS TO EXITS MAY OCCUR THROUGH FOYERS, LOBBIES, At RECEPTION ROOMS (u,e.a 1004.2.2. EXCEPTION Rt) FIRE LIFE SAFETY FLANS GILROY BLDG. SAFE DISERSAL AREA - 225 S.F. SAFE DISPERSAL AREA CALCULATIONS UPPPER LEVEL CONFERENCE ROOMS, BREAK ROOM • 712 S.F. / IS (OCC. LOAD FACTOR) - 48 OCCUPANTS UPPER LEVEL LOBBY k OFFICE AREAS • 2.804 S.F. / 100 (OCC. LOAD FACTOR) . 27 OCCUPANTS Al . 1 1 CLARKE BLDG. SAFE DISPERSAL AREA - 99 S.F. .0•r,L OCCUPANT LOAD . 75 �+ SAFE DISPERSAL AREA REQUIRED 75 x 3 S.F. 225 S.F. } 0 STUEVE 6 ROYCE ARCHITECTURE INC Y,NN DO NOT REPRODUCE W!THOU,PP.RMl9R'ro, III Till IIII IIIII II;I !11111111 Ilii IIII 1111'11 'III 11111111' II'Illl Ii�ll;ll II!Illill Iill'III; !1'11,1 I I II IIII! LEGIBILITY STRIP I I Ile IIs 12I0 I 21 1 212 1 213 1 214 1 .215 I FIs 12h I zIe 2l9 I , ?! I I 01 9 G NI I I b� '(i�1�J.�,i, l.� . �I � c?z F .1 f' 1 T!I I. �T ,Y 77 .n, UPPER LEVEL PLAN KEYNOTES LOWER LEVEL PLAN KEYNOTES I _ D6 t• 1. CONCR. STAIRS k LANDING - 2E SLOPE - MAX. RISERS SHAD I+OT BE 1E55 THAN 4" L UNE OF BUILDING a,IPPER FLOOR LEVEL ABOVE 23' 0' 15'rO' Id'-1 1/2" r<OR GREATER THAN 7' IN HEIGHT TREADS SHALL NOT BE LESS THAN 11' AS MEASURED t r-. / --- 1 - HORIZONTALLY BETWEEN THE VFRTICAL PLANES OF THE FURTHERMOST POROJECTIUN OF C 2. STL. COL. -- SEE S1RUC ADJACENT TREADS. A} 11 ,y 2. CONCR. RAMP 3. TINE OF STI. FRAMED CANOPY ABOVE - SEPARATE PERMIT I 3. ADHERED VENEER STONE OVER CAST CONCR, WALL - SEE ExT. ELEV. 4 PROVIDE A MECHANICALLY EXHAUST SYSTTLI F2 ! ` i CAPABLE EXHAUSTING 50 CUBIC FEET OF AIR PER 820 N Rivw St, Suite 103 SFJ O 3 a. UNE Of ROOF ABOVE j MINUTE TOR EAGH WATER CLOSET OR URINAL 7 43 �L; ,'1 a,. 1 } �TL A' E2 INSTALLED IN THE TOILET ROOM. 71CH MECHANICALLY F OrtlAfld OR 9727 11>k 20 MA. I 5. UNE OF STEEL FRAMED CANOPY - BELOW - SEPARATE PERMIT I OPERATED EXHAUST SYSTEMS SKALL BE CONNECTED TINT-1 RaA�F Ur+ Hr - �! (U) DIRECTLY TO THE OTSIDE, AND THE POINT OF WWW S1U@VNroyce COR, a - _ 6 LINE OF CEILING SLOPE CHANGE ABOVE - SEE BLDG SEC C/A3 2 - r DISCHARGE SHAL BE Al LEAST 3 FEET FROM ANY ( I _ ♦ OPENING WHICH ALLOWS AIR INTO OCCUPIED ti CI 1. WD POST -• I�. - SEE STRUCT. k EXT. ELEVATION - -1--` - ---'--- Pa'TIONS OR THE BUILDING p.503.287.6404 fel `1 F1 G' I f 503 213 5909 8 ONE HOUR FIRE RATED CEILING ABOVE THROUGHOUT - 7 LAYERS 5/8" TYPE 'x" GYP D D) 5. THIS ROOM PROODE GYP BD CLG O 8'-0" U I 9D OVER 2 x SLOPED WO. ROOF TRUSS CHORD rRAMING UNINHABITFDSPACE FIELD VERIFY CBS L B�. 1 I 7 9. GYP, BD. CLG. O 10'-0" H11S ROOM - 5/8" GYP. BD. OBER 2 ■ +YO. FRAMING. - FIELD VERIFY. C\ « \• I ( \ I J 10. ABOVE CEILING DRAFT STOPS TO UNDERSIDE OF ROOF SHEATHING - 1/2' GYP, BD ON 2 .� x 4 AT 24" D.C. OR 3/6' MIN. PLYWD. OVER 2 x WD. TRUSS OR TRUSS GIRDER W/ 2 x 4 At B ---- + 24' O.C, INFILL FRAMING - PROADE DRAFTS STOPS SUCH THAT THE CONCEALED SPACE DOES LOWER LEVEL PLAN NOTES 'l NOT EXCEED 3,OW J.F. OR 60 F t. HOR11ONAL TY AS PER U.B.C. SECT. 708.31.2. (DRAFT L A' Al N STOPS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY - ACTUAL DRAFT STOP LOCATIONS - E1 Ft Gt WILL BE DETERMINED IN 'HE FILLD IN ACCORDANCE WITH DRAFT STOP CODE) /� 0 -- - 1. IF A SUSPENDED CEILING SYSTEM IS INSTALLED, G l�G✓1 �, OPENINGS W DRAFT STOPS SHAH BE PROTECTED B'I SELF CLOSING DOORS NA TI. AUTOMATIC ( C; } I ' 1, A. FLOOR -CEIL,NG ASSEMBLIES SHALL BE PROVIDED NTH LATCHES CONSTRUCTED AS REQUIRED FOR THE VARTITTONS `/ ' DRAFT STOPS AT INTERVALS NOT TO EXCEED 1,000 SO / ELEVATOR ^ FT. OR 60 LINEAL F1. Al A, Al '�� AA.1 11 WD BM. ABO Vl - SEE EXT. ELEVATIONS VA(IONS AJ.1 v � ELEVATOR MA ., ai F Al �:.� � 2. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED _ `✓ 12. ELECTRIC METER LOCATION - SURFACE MOUNT O a; - AND INSTALLED AS REQUIRED BY APPLICABLE v 221 1/'' I p - -� STANDARDS AND AS DIRECTED BY TH E AUTHORITY 9 9 ^ I 13, METAL PREFABRICATED GAS-BURNING FIREPLACE W/ DIRECT VENT, INSTALL PER MFR'S. ; tU2- HAVING JURISDICTION O SPECIFICATIONS. PROVIDE NON-COMBUSTIBLE MATERIALS AT FIREPLACE SURROUND k HEARTH Ai B-) 1108 3. El O1 S 1/2' Al PER MFR REQUIREMENTS, = 3. FIRE BLOCKING SNAIL BE INSTALLED Ar �1♦ _ A. AT ALL INTERCONNECTIONS BEIWEE.N « �! 2U1 E1 Ft G1 ,a. FRAME FLOOR FOR FUTURE MECH. SHAFT CONCEALED VERTICAL AND HORIZONAL SPACES SUCH LEASABLE 91 SUITE 1 r-MECH 1e I L O 15. 6VILT-IN DESK AND AND COUNTER TOP - A PORTION OF THE COUNTER TOP SHALL BE I 1 104 D! AS OCCUR AT SOFFITS, DROP CEILINGS. AND COVE H 1 -- « G Al 4 SUITE 3-M CH 03 SHALL NOT BE LESS THAN 38" LONG k NOT MORE THAN 38" ABOVE THE FINISHED FLOOR U' 101E T_110- q C£IUNCS I Q IHALL U �� A3.1 16. PROVIDE A MECHANICALLY EXHAUST SYSTEM CAPABLE EXHAUSTING 50 L'USIC FEET OF AIR f--77OS"'1 R IN OPFNINGS AROUND VENTS, PIF'LS, Y l �_J OUCTS,CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS Al v' _ - Al 205 STSG, I PER MINUTE FOR EACH WATER CLOSET OR URINAL INSTALLED IN THE TOILET ROOM SUCH 110A _ THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND �1Fi � Li�J MECHANICALLY OPERATED EXHAUST SYSTEMS SHALL BE CONNECTED DIRECTLY TO THE OTSIDE, p FLOOR LEVELS, WITH NONCOMBUSTIBLE l E �t -- - -- » ?� AND THE POINT OF DISCHARGE SHAL HE AT LEASi 3 FEET FROH ANY OPENING WHICH CE) __ ---__ ♦ MATERIALS AI LOWS AIR INTO OCCUPIED PORTIONS OR THE BUILDING � � • _� y18 I C 9� � �I �o' 17, ATTIC ACCESS W/ 22" x 30" CLEAR OPENING & ONE-HOUR TIRE RATED SELF-CLOSING o' y! A 4, IF THE. LARGEST PIECE OF HEATING EQUIPMNLT E1 F1 G1 MLN ASSEMBLY. 30" MIN, CLEAR HEAD ROOM TO BE PROVIDED ABOVE THE AL;CfSS OPENING. EXCEEDS 400,000 Btu PER HOUR INPUT, THE MECH. i+ FIELD VERIFY LOCATION RM WIL, BE REQUIRED 1O BE SEPARATED FROM THE Al 1 1 O l 1 REST OF THE BUILDING 'NTH A ONr-HOUR OCCUPANCY { f1� AI� ( ; y!! 18. 1 1/2•• DIAM. GALV. PIPE NANDRAILINC MOUNTED BETWEEN 34 AND 36 INCHES ABOVE THE S SEPARATION F A! NOSING OF TREADS, CONTINUOUS THE FULL LENGTH OF THE. STAIRS, AND ENDS EXTENDED M I NOT LESS THAN 12' BEYOND TOP O BOTTOM RISERS W/ TERMINATION IN NEWEL POSTS OR �._- } 'l �` UIT>`2 5. THE HIGHEST OPERABLE PART OF ENORONMENTAt O O N SAFETY TERMINALS. OF _ i u AND OTHER CONTROLS. DISPENSERS, ELECTRICAL AND _ * �}I COMMUNICATION SYSTEM RECEPTACLES ON WALLS, AND I� O , FI _ r! I OTHER OPERABLE EQUIPMENT SHALL BE WITHIN AT i r y 18 81 � 208A1 206 w 19, 1 1/2' DIAL1, GALV. PIPE HANURAILING MOUNTED BETWEEN J4 AND 38 INCHES ABOVE THE l LEAST ONE OF ThE RANGES SPECIFIED IN U.B.C. MENn 1 10 I I NOSING OF TREADS, CONTINUOUS THF FULL LENGTII OF THE STAIRS, AND ENDS EXTENDED 1 /� I SECTION 1109.2 AND NOT LESS THAN 36 INCHES ABOVE E F G 1 r l NOT LESS THAN 12" BEYOND BOTTOM RISERS W/ TERMINATION IN NEWEL POSTS OR SAFETY F 5> �� TERMINALS. n - _ - I o THE FLOOR. ELECTRICAL AND COMMUNICATIONS SYSTEM 1. ; ) �/ O - �, G 1 ` w * 1 s { to F2 F7 T 9 At I I < .I -�_{ -- H1 J ^ RECEPTACLES SHALL O MOUNTED SE LESS THAN 1, A, 'T�"��J� � INCHES ABOVE THE FLOOR (U.B.C. SECTION 1109,3.2) 107 OH F2 /1 /tel G ® _ - ---- o, /'1 w 109 -- T �J `/ ( H ` _ w ER E 2159 02 E1 F, UPPER LEVEL PIAN NOTES F2 1 F2 l -02 B2 ■E� E - - ---- - --- - i L ` B2 A3.t C � A.S.2 ' 1 PORTABLE FIRE EXTINGUISHERS SHAT BE PROVIDED AND INSTALLED AS REQUIRED BY .v i wi APPLICABLE STANDARDS AND AS DIRECTED BY TH E AUTHORITY HAVING JURISDICTIONL-211 J I 3 H, 2 FIRE BLOCKING SHALL BE INSTALLED AT, + H B 1 , To -i A. AT AL INTERCONNECTIONS BETWEENCONCEALLD YERiICAL AND U 207 �f •2 COVE CEILINGS SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS. AND A3� COVE CEILINGS - L L ' T M 214 B. IN OPENINGS AROUND VENTS, PIPES, DUCTS,CHIMNEYS, FIREPLACES, at At I © AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS N Q j A 3. LIRE DAMPERS COMPLYING WITH THE REQUIREMENTS OF APPROVED RECOGNIZED N W F . AI I 206 1 STANDARDS SHAH BF INSTALLED AND BF. ACCES,BLE FOR INSPECTION AND SERVICING N L2iLj1 r I IN THE FOLLOWINC DUCTED AND UNDUCTED AIR OPENINGS AL' I I T 1 A. PENETRATIONS OF CEILING, OF ROOF CEILING ASSEMBLIES SHALL BE _-_E F1 Ft PROTECTED IN ACCORDANCE WiTH U.9. C. SECTION 713.11 ,I i_ - LEASABLE SPACE O T Z ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLES ON WALLS, AND OTHER OPERABLE l 188 I E2 - C p i Uj 4. THE HIGHEST 0 ERAB_E PART OF ENVIRONMENTAL AND OTHER CONTROLS, DISPENSERS, nl Al A) EQUIPMENT SHALL. BE WITHIN AT LEAST ONE OF THE RANGES SPECIFIED IN U.B r SECTION O 1109.2 AND NOT LESS THAN 38 INCHES ABOVE THE FLOOR ELECTRICAL AND F2 E \ 1 Uj COMMUNICATIONS SYSTEM RECEPTACLES SHALL BE MOUNTED NO LESS THAN 15 INCHES I ABOVE THE FLOOR (U.B.C. SECTION 1109.3.2) QMQE OFF]IM5 0" � I E Q Ai 212 Al l a Q F- - !OFFICE 1 0 M E L., _- -- - -- - At Ell F1 I C�) I -w-® {� - fl- O O O - OK F DI \E 1 -- F L L F� '- c r n1 i E �;J 4 -3' E 81 2" _ F / 9 3 T-3 Ii 2 9 G I I 1_6• I � !• a-11?'__.__15'..4• Ls'_o• __.� _'s,2i/a•� _3• 14'-1 112- 21'-G 1/2' �" ' ISSUES 8l REVISIONS n0. � by Cl10CI( �± a EIA e , AA S 305A 8 08A N N J2 UPPER LEVEL FLOOR PLAN of LOWER LEVEL FLOOR PLAN A 2. 1 SCALE . 1/8" - 1' 0" ISCALE . 1/e' - 1' - o' . BOTTOM OF ,"- BOTTOM OF '' a� BOTTOM OF _ .. D.C. 6 T N'11ONAL EVALUATION SERVIT REPORT N0. VIER w�l TYPE i- WD, STUD 018" -_ II !I i56 FINDS THAT ADHEREC MANUFACTURED 2 x 6 WD. STUD 016" STRUCT. I ^U- STONE VENEER IS AN ACCF:PiA9LE ALTERNATIVE D.C. 1 WAIT Ht fyFfATER TNA`! 14'-0" SHAH RfOINRf tATERAI PRAQNG (Y7 7 6 CAST IN PLACE -_--__--" �� _ -. _ _ _- •( --'""� _ __ _ I MATERIAL PRODUCTS OR METHODS OF STUDS 4;*.' OC OEIL. TOP DBL. TOP 1 CONIC. RETAIN'G WALL �' R-19 FIBERGLASS v R-19 FIBERGLASS a �. 1 l l C Office Ece PLATE (SINGLE 'OP PLATE SINGLE TOP I J CONSTRUCTION 10 THOSE_ SPECIFIED IN THE R-19 FIBERGLASS I Gilroy O 1 0 A BA'1 INSUL. /- BATT INSUL BATT INSUL. r 2 PPOVIDI HM' 2 • rIRFEN.00KNG O 10'-0• STUD H1 PLATE NON BEARING CPI ATEONDI NfXW BEARING I ^� J 4 - - 1997 UNIFORM BUILDING COOC. SJBIr'CT TO THE fl` Cl'1NfNTION) -�� CONDITION) I� -�) ( �-_ j FOLLOrANG CONDITIONS: _ �J) I Building I 3 WEATHER Rt"JAN1 RARRIfR O fXT CEM. PLSTR. R ADHERED y) .. • _ SAM. TYPE "x' - L... - �, :.. 5/B• TYPE "Y" �I'J `� A ' S/6' TYPT. "x' -- _ GYP. BD.. TH E VENEER SHALL 9f LIMITED TO 30 GYP. BO,. (� MAIKJFACTURfD VENEER STONE ASCEMBlIFS SHALL BE. KRAFT :rARRPROOf A. E STON F I t_L_ DMI)iK PAPER OR EQUAL ILT -�� • GYP. RD.. Z� FT. IN NEIGH? 5/8" GYP, 9D, O EA: �. 5,'8" GYP BU. O FA. 1 518" GYP. BD. x ' 2 x 6 WD STUD 016 - WEATHER RESISTANT L_ - 5/8' GYP 9D. 4 WEATHER RESISTANT 9ARRIfR O W(I ti1fMNG W% WD BATTEN ASSEMFryY SIIA!I SIDE SIS I ^�� - B. EACH STONE SHALL NOT EXCEED 36 INCHES S/6` TYPE 'x' 9F lYV1K OR FWAI 1 `"� _ . O.C. - BARRIER W SELF W THE LARGEST DIMENSION, SHALL BE NO MORE GYP. SHEATHING - 2 ■ 4 WD STUD 016" 2 x 6 WO STUD 016• 1 2 x 4 STUD 016' - -! > a FURRING MIL. LATH ( I, � %'^ 1 x 4WD. STUD 024• • / PLrwO SHTG. THAN 720 SQ. INCHES IN AREA AND WEIGH NO WEATHER RESISTANT I ! Tigard, Oregon 5 ALL WAILS SUPPORTNG TRUSSES TC HE RATED ONE HOUR FIRE-RESISTIVE O.C. 0r j O.0 O.C. O OR OSB. SEF: STRUCT. �� PLYWD. SHTG. - --- = MORE THAN 15 L9/ S0. FT. BARRIER I ct7N5TRu('TITtN rt YWn SHEAR 01 J 1 B' EXTERIOR CEM OR OSB. SEE STRUCT. •1 t �( I - K / G C ALL EXIERIOr A SHA COVER 5 3 ' APA Date: 20 SEPT 2004 WAIL O SEE I '^ / PLASTER RATED I 1 STRUCT.92 I -�� CULTURED STONE WITHI A MINIMUM OF ONE LAYEROFA WATER SHTG. E POSURE I O58 L Scale: AS NOTED W/ SCRATCH COAT 8( -' FIBERGLASS BATT - ---- J BR WEATHER - �` Tc / RESISTIVE BARRIER COMPLYING WITH THE OR PLYWD. - 8 PR<1V!L1( ELFT( 7 . RIKG IN TRUSSES Al WAILS S1TPPpR11NG TRUSSES -'� 4F iNCKEPI.AOTFP2" MIN. REQUIREMENTS OF 1Hr. APPLICABLE BUILDING I F SOLD 0 'ASDL ATION .>OUNO INSULATNW-- R-19 FIBERCI A•- • APA RACED AI O 81 i INSULATION O C1 INSULATION . ,r4 SCRATCH COAT W {. CODE i �� RESISTANT BARRIER At / I EXT. SIDING OR OTHER I 1 • . SELF FURRING MTL __ �. 1/2" MIN. D. THE STONE VENEER SHALL BE INSTALLED IN EXT. FIN. (CODE APPROVED) I RLL PLATE - SEE SILL PLATE - SEE LATH ( ACRYLIC OI R (^ ACCORDANCE WITH THE MFR'S. INSTALLATION STRUCT �- - STktICT SILL SEE SILL PLATE - SEE -- .•• j l ACRYLIC PO1 YMFR INSTRUCTIONS STRUCT. . - BONDING AGENT -- L (3 BATTEN -ll iJ 13/4• NFT) 0 12" U.I. UPPER LEVEL FLOOR PLAN 0(-1 D D1 E Ei E2 F F, (F�^ LOWER LEVEL FLOOR PLAN A) ai1!lE011 V(O,fTtAVYI�i� Q Bl B2 (MfT�0N1 MD.l11DVW11 C Ct QNTNIOR YW.8TIRIV#44 A (CMT IN RACE CONIC.RET.VOW O Q (1 FIR RATED FJ(1T3YOR VWYLLJ r_ / n HR RATED OR VaM LA r 1 HR RATW EJ(TEIGUR WALL A"EMBI V. . W -'T UME m01 I8_TCW � --- Wt m BIDING a 9ATTFH91 GENERIC NON PROPRIETARY ASSEMBLY BASED ONCOMBINING BASED ON U DESIrN NO. 356 IN UNDERWRI'EP, A2 . 1 ITEM NO. 11-1.3 AND 18-1.3 AND FOOTNOTE 17 OF TABLE 7-B IN THE 1997 U.B.C. LABORA10RIc3 INC, (U.'.) FIRE RESISTANCE DIRECTORY NIL,IE: NOTE '�cl 1. NON-RA"IED ASSEM91 Y O r 1. NON-RATED ASSFMBI Y O O NOTE:. NON-RAiFD ASSEMBLY O V 03 WALL TYPES 2. 1 HR FIRE RESISTIVE CONSTRUCTION O E2 2. 1 HR, FIRE RESISTIVE CONS1RUCNON O �2 2 1 HR. HRF RESISTIVE CONSTRUCTION 0 t+7 A2.1 O 6TUEVE 6 ROYCE APCHRECn'RF,INC ZW4 DO NOT REPRO(WE V$fFIDUT r'FRIM9fMON JI , 1 e 411 p 1,[h,.: .f, .,,,. ,. ,. _ - i .... �� T>.a+.,+t'u-.a..i.,- ✓w.._.yY.ndi1lTWTyAp�.MI,k eWwi,S..x`Iv ., .e..::B:i.,"CII+I rt..h.;da+l:"GG<,,.ix:M'.°yl4...�,. _ �„�,,,,,..'•:. e�'i'IIII IIIIII,i,Iu nIlj.Tu uujnlc (iiljll,l Ilnjnu'lllljuu nn�nu nnjull Ilu�nn Illljnu nnjlul�nujuu nlljun Iniji lyiill! nnjlln unjnli niljiiil i ljlii; 'Iiilu+i Iuijlsl ulljun nllluil IIIIIIIII !nlji�ll VIII, ,TI nn1nll lluinululijuu LEGIBILrfY STRIP , (� 1l0 I I 112 Il3 Ila Ile Ill II8 116 aiO all 2I2 2l3 2I4 2I5 2l6 2I7 ale 2I9 3I0 I (OM .1 Cm RONI a TOY. �I', ��MI� 1� � �!T!.l��.,t�,l��. ( i I I, 1 I Iti,• I Oz IY +aa; .. .. .. -" .a,. r � _ . . ,atl.. '�P,'4NII{I`AM1flCMM1 •?.t. ,. .. PE"M!'dI1 ' 'i 11q,!' E. !'? '' �[N .. ,.. ,.:a >. _,. .._ .._ .. n,... , -. -'. �. .. �X+i.`,PA..r!lN!:. ,�� . . .�(•NCfI�".»-+n ,. �1' .:�fl'!a4. ..�•'� .. , '- d ti n I „q I 1 8 2 I' 820 N Rivet rillaT OR972te 2oT d 7 I r 6,-o' www atuCmeveroyce G EC p.503 287 64U4 CONT. uliL ?. f 503 213 5909 SOLID BLKG. II 1! � II I I I I II r IJ I I i 'X"Cw. BO / l ,NT FACE ( I I OF GAB IL.E END TRUSS y� S' S.C 1 ; Il,l l 11 lJ 1 ,'A I !fit I i _l - 1 HR FIkC PA/FD WA;, A,',E,alf TRUSS GIRUEN - SEE STRUCT. -- 7 (( ' ) J )1 -I , ) 1 n �l ) ( 1� 1 .( r : - LIABLE FNU �1t l j1 �l I �' ( �� 1(;- I�l�>�l � ! R-30 FIBERGLASS I L•: 1 HR. FIRE RATED CLG. ASSEMBLY ?. 2 ■ 4 WD STUD FRAMING - '-- - ----- '----- \ � STATI TH015i BEAM I � BD4 LAYERS S/B' TYPE 'X' GYP , 2 IR' OC AT CHIMNEY ------F SEE STRUCL _ W/ 2 a BLOCKING Al ( �I PROVIDEGSIMPSONIS VERTICALLY2? 4{1 I -- - I _ I �'- 'r" TOP OF UPPER lL vt 1. PLATt TWIST STRAPS FROM WD ,-- -- y(---ice--- i I E 234'-8 STUD :H,MNEY FRAMING I II I II I I -- -LINE 01 ELEV. CAB TO ADJACENT WD STUD I I I I ---__ l _ _- - -____- I, _ _ I FIN. GYP B0. CL 00'-0' I FRAMING AT UPPER LFhfl I I - - -' -' -�- �-' I - *HERE OCCURS - SEE .�Ft FLUOR, CEILING, k ROi7F I - _ _ - --- - FLR. PLAN E1 I , J I �, NON-BEARING PARTITION �I I I I II I I Ir I T --.-.-.:'� WALL TO UNDERVOE OF - I I I 1 J �•I `? FRA*ANG - r'IP. 1 Hk. FIRF ka ED 'NAU AS'=FMBLV - SEF i L.R PLAN k WALL TYPES SHT, A?1 I I 1 I b CONI PRECISE CONCR BAND (.%- i- ■ FLA. SHTG. - SEE STRUCT I ) G�'PCREIE F_R TOPPING R-30 FIBERGLASS BAiT -- I _ 11:'_ --- L _-- -- _ ---`-__ �--_ _1.131_ _1 I TOP OF UPPER I I A L GYPCPI IF %i AH INSU. AT FLF JSTS LIVER --.. - _-__ -- ___. - _--- l _ ---- ___-_._-.-, 224 8 s. ., x . r.ate.-s: ■s.=s- _"� _._ _ -___,.__ ...— sar-:s-saa_cr. , ,, '�- �. .. -` r.:rs-s.r: a.. �:ai�- r=-sa-s="cam _::.=r_.. _�r�-... UNCONDIIIONED Sr ACE (� - NUN-BEARING STUD WALL O1�1 - _--- �_—_-..--__:---=-. --c_— - - :_-•--- _-.__ �_-=�:- r.-_ - ---=-_ r l 1 4 FROM UNDERSIDE OF FLR. JSTS. TO RAISED CONCR l CURB AT STAIR LANDING Fltxik P=T. - SEF STRUCT. I -REM JSl SEE STRUCT. E Ai CONC STRIP. LANDINL, I BLOCKING PANEL SEE STFUCT I 1 HR. FIRE 7'_4" I RATED WALL � `FJp! ASSLM19LV - Cn / � ------ --- - 14AFFE CLL AR - SEE FLR. PLAN \ r ��- I _ V MACHINL RM DT S WALL TYPES l -sTE 1___�� SMT. A21 1CV STI. LADDER --- _ tt -- _- -^- ---- -- - -- - CONCR. NET WM I SFE STRUCT CONCR RCT WA,L SEE iPUL•T �`t I - TOP Of LOWER LEVEL CONCR. SLAB Uj 1 - ----- -- I --- -- -- --- - - -- —_ --- - - -- 213' 6 T� ; — UU — .._ Oill - _.... D:,NCP SLAB SEE STt,UC T ` .. CONC. rOOTING - SEE SiRUC1 u- -�� rr'='�� j�__ �j. I�1L_�_ CON 1. CONCR 'OOT7Nf. SFE S1RUC1 4111111111111111 Q iT11JFn ,W�lll:, �iP I( -CONC. RET. WAIL ... SEE STRUCT. T CONC. FTG. - SEE STRUCT. TOP OI' ELEVATOR P•T CONCR. SLAB 0 2og III' Ll SUMP PIT HEVOND - SEF STRUCT. I p� BUILDING SECTION A w r A3,1 >% Fk NOTE A SCALE 1/4" = 1 0' Q 0M � ~ I RESTROOM NOTES 1. TOIIEi ROOM FLOORS SHALL HAVE A 'MWTH , HARD, r - _ 4'-1 1 NONADSORBENT SURFACE SUCH AS PORTLAt•D CEMENT, CONCRETE, �' -- 12'-3"- /�" �-0 1/Y II R CERAMIC TILE, OR OTHER A-PROVED MATERIAL THAT EXTENDS �- UPWARD ONTO THE WALLS AT LEAST 5 INCHES. CLR. 2. WADS WITHIN ? FEET OF THE FRONT AND SIDES U1 URINALS ' --- yam\ //��AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD - - - - - WOMEN \ x } ♦ ♦ ♦ -----_-_._ 7 NONABSORRENT SURFACE SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC 111-F OR OTHER SMOOTH HARD NONABSORBFNT SURFACE 6 FO A HEIGHT OF 4 FEET, AND LXCEPT FOR STRUCTURAL ELEMENTS, EN /•-4' 5 iHr MATERIALS UXD IN SUCH WALLS SHALL BF OF A TYPE THAT \ L �1PP �' 04 IS NOT ADVERSE(Y AFFECTED BY MOISTURE g'-0"-S ( F ISSUES& REVISIONS Ci R. `. 07 � ry ,I I S NANO A.;: no. dat0 D ChICI� IN I \, 30" 1 JO" i 5. D•. h nnNn y CLR + —. o rc 3. i. TYP, j i' ELEVATOR NOTES OD ci ,V_ ID I Ft? , sn. col. CLR. I = - __ Q. flu LEASABLE$� � SEE STRUCT. 1. HYDRAULIC HOLELESS ?,DOC LB CAPACITY ELEVATOR 9v KONE l• y-3� MIN. l- p MIN. I MIN. 1 CLR. C'_'.. -- - I J /BI Al 2, INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MFR.'S I I ` __ L aI SPECIFICATIONS AND ALL APPLICABL E CODES ELEVATOR - -� - SUBCONTRACTOR TO CONTACT OREGOF•I BUILDING CODES DIIASION OX Cx v- -- ♦ -- _ ELEVATOR SAFETY DIVISION FOR REVIEW AND APPRO`�AI OF \-C`.� C', r-- ELEVATOR AND MACHINE ROOM PLANS PRIOR TO BEGINNING W(lPK ""-�'' '---- -- ON ELEVATOR INSTALLATION. y SUMP PIT - \ I B1 (A� _ � F SEE STRUCL 3. A HOISi BEAM IS REQUIRED FOR INSTALLATION OF FLEVATOP, - 1' ---- A' m �AT Gilroy Office //J _ { VERIFY HOIST BEAM LO;A'TION AND REQUIREMENTS W/ KONE 1-3" 11 rn PRIOR TO PI ACEMFNT TO MFFT ALL APPLICABLE CODES h 5_'_0" MIN. R. ♦ 1 ' Building —4 I Ai STRUCTURAL REouIRFMENTS CLR. J I \ ♦ CLR U7- 1--6- -7111 I+ -- -------�- �-'- 1 YP A EL I TI ELEV. 4. MINIMUM 7'-0' CLEAR iHROUGHOUf ENTIRE MACHINE ROOM i W _05 N� , •,� / Al £`l E CLR ! LJiLJ i♦ [ � 5. NO UNRELATED PIPES, DUCTS UR WIRING ALLOWED. ACCESS 04 " NA �'�•` ` PANELS ARE ALLOWED 'F THEY ONLY ACCESS ROOM RELATED " -- _ ~ ---- ----fig"_- - ---� I FI 'f 5 L 1 ( D} ♦ �C , _ ---Tr - FOUIPMENT ---- - -- Tigard. Oregon g'E g_y1Fc►a LS, MA-HINF ROOM DOOR TO BE PROVIDED WITH SELF-CLOSING Al n /� WOMEN 3o-) Date: 20 SEPT 2004 AND SELF LOCKING HARDWARE AND SIGNAGEL � Scale: AS NUTFD EIEvAtpt CALL 7. MACHINE ROOM TO HE PROVIDED MIR1 19 F001 CANDLE MtN.ELEVATOR GALL BUTION LOCATION � BUTTON LOCATION OF ILLUMINATION �^ 1FgX/C.l1PY STL LAUDER B. PIT AREA TO BE PROVIDED WITH 10 FOOT CANDLE MIN. OF I Bt ----- O �I ILLUMNATIONZI I 4'-9 1/9• "�i y CLR .0 9 PROVIDE VENT OR THERMOSTATICALLY CONTROLLED FAN AT BUILDING SECTION A MACHINE ROOM PARTIAL ENLARGED PLANS 10. PROVIDE GYP W. CEILING AT MACHINE ROOM BEI OW DUCTS TO MECH SHAIL ABOVE (3 5A ENLARGED UPPER ENLARGED LOWER p�p T' L`0 LEVEL ELEVATOR PLAN " 04 LEVEL ELEVATOR PLAN " a D 03 ENLARGED UPPER LEVEL RESTROOMS PLAN " �� ENLARGED LOWER LEVEL RESTROOMS PLAN " �J I� A3 . 1 lA,t 4" - 1' 0" A3. 1 �^ _ SCALE 1 %4" - 1' 0" A3.1 al!_ - L �„ �21 - — -- -- ;CAL;--- '1" 1'0., 1 t 7 STUEVE I,ROYCF ARCH"CTURF- INC.2004 OO NOF RFDR.:,DUCF V ITHOUT PERMIFOON ^ 4„ ryvexar�- mwa�`atasm::�cs 1'I i I I {I Il 1) I II (III I I I ` I,., l I I IIIII111i1 LEGIBILIT STRIP �' 1IuuHI�UII Inl�1111 1111�I11I III( nll uII I I IIII ILII IIIc -- - 2 F 17 16 19 20 21 ?_2 23 24 25 26 27 28 29 30 d 1 T (IRILO� I Y iw ht r ., wMIkM - ,.,,- f I D C 11 820 N River St, Suft 103 Portland OR 97227 MER'0 AU. ►BUSS GIRDER SEE STRUCI. (X) 8 www Slueveroyce com MFR'D. WD. TRUSSES - ✓ (��J) OX 503 287 6404 SEE STRUCT �. MFR'D. W0. TRUSSES t 503 213 5909 SEE STRUCI_ Ovf p iRAME D AMA SEE STRUCI r` R-30 FIBERGLASS S E StRUC 2 BATT INSUL a OvFRFRAMING - rcCKING - ..-v. l .�T.- SEE STQUCT, SEE S IRUC T � � ----R.R. - SEE STRUC T - TIMBEk TRUSS - �J SEE STRUC L A H - R-30 FIBERGLASS BATT INSUL. GABLE ENU TRUSS 5,/!' GYP. W. IIA 15»: l0"It._ -- SEE STRUCI GIRDER TRUSS I I I -� T.O. BM. O ENTRANCL t MR. FIRE RATEU CLG. °`'s BLKG. ?35'-0' I ' t SC. 4 ■ STRUT � � �� l � ' cyN� CON I)(f: SEE STRUCI � v UPPER LEVEL PL. - -_ F a OTT. OF TRUSS ORDER - i ASSEMBLY T LAYERS 5ia� ,,.� + ., TOP Of UPPER LfVEI PI ATF � I ' MFR'D. WD. TRUSS ORDER II ll ?34-E 234 6 �(, N 2 . wl. STUD NON IJEARING -- SEE STRUCI. N 0DTIR SS CHORD R$IUE'I'JN WALL W/ SGIL C TO I I -- P - - --�'�- pl� I --»r---- --- I TOP PLATE TUU 2 ■ �• .. � MAINTAIN ONE 11.0 �fERA INC W.l WALL TYPES E II ( I I I 1 I - I I F 1 HR TIRE RATFD SHY A?1 I II I II MDA. SEE STRUCI I E1 F1 WAIL ASSEMBLY — — I _ I -CONE TI- ;C 1 *AtAH SEE TR.PESASH16 Ai . j STAIR N LADED SHALL BE S Of i arrk F AND ROUNDED TO A RADIUS Or I ( 1/2" MAx. RISERS SHALL BE COtlf PRECAST _ JLI SLOPED ON 1}(F UNDERSIDE OF THE CONCR BAND . . ., E i NOSING SHALL HAVE AN ANGLE OF 2' ■ I7"r 1 NOT LESS THAN 00 DEGREES FROM SEE FLR. PLAN k WAIL FLR SHTC. - SLE STRUCT. STL CANOPY ' — - 1HE HORIZONTAL. NOSINGS SNAIL TYPES SHY, A2.1 �_& '� CD SE PARA if Nt RMl l 1' �(?f'iF R 1 11 1 l l J,�Y i I PRUJECt NO MORE IRAN 1-1/2' Ili t' GWCRETE FLR. TOPPING L -7 T,U- UPPER LEVEL 1 :II ` GYPCRETE SLAB TOP OF UPPER d di GYPCRE TE SLAB RF.R. Fi I w w w w m u, r� w oa V,, m w t w �m t w Q, ra w ua �7m a vn w wr as ♦ Y J BAY INSUI ?24'-0' 224'-6' BAY IN%Ut LA'' r, m I Ah ry a+ w ,x. r, r,, 1l --' z S1 tea, -lif 11!"- ...I - SIL. CANOPY , I HR FIRE RATLO I SEPARATE PERMIT �'. , WALL ASSEMBLY GAS Fit RN1NG MTL FIRFPI ACE WAIL TYPES A. itSEL R-•30 FIBERGLASS �I I if 1 —1 W' DIREC VETT — AT FIR JSiS OVER / CONCR�REIAWA,M / R-30 FIBERGLASS BAiT INSUL k B� I— FlR JOIST - SEE STRUCT � R-11 FIBERGLAS BATT INSUL. �F I � IIA17 INSTIL AT iLR, NON-COMBUSTIBLE HEARTH UNCONDITIONED SPACE rt �ASEF STRLIC< ■ ,MTS py[R TIR. .XuSTS SIT GTT 't MATERIALS PER MFR. SPECS. /LR, bM - MDR - SEE STRUCT. EXI CEM. PISTR. O SOFFIT Ij /LR Mr AM - ..M 1 ( SEe. :,ip�x:r SiL. BEAM - SEE STRUCI, r� (MIGONUI11QNf D STACr R-11 FIRERGI AS 9A I I INSUI 1 ti. DI 1 L� NON-COMBUSTIBLE FIREPLACE R-30 FIRERGI ASS V �I RR 9M • I BATT INSUL AT FLR SURROUND PER MFR SPECS. SEL WAIL tYF■t.IS - SHT f2 CANOPY DIAG - I UNCJSTSOVER N A2.1 II SFJ STRUCT l D UNCONDITIONED SPACE f I Igo p, -- RETAINING WAL, I I (�� I SEE STRUC' 1 HR, FIR[ RESISTIVE _ CONSTRUCTION - SEE FLR. f? CONCR. SLAB SEE STRUCI 1 I I 1.U. I,OWCR LEVEL PLAN At WALL TYPES SHY A2.1 I Uj CONCR TOP Of CONCR — -- 2i3-0 - 213-6 — — ---_ -- ---- — --` � -. --_ -- -- — SLAB LOWER LEVEL SLAB Uj�m _ "1_.T - m- R 7.5 RIGID INSUL BOARD � _ J � i��i R-7.5 RKM INSUL BOARII ��Zll i !Jl 1 UNDER SLAB EDGES AT ^ VNOERL ILAN EDGES Al "' 1L1 �r1L-111-�r -=m —� GRADE - iYP. CONT. CONR FTG SEE - -=1�-)�1.. W CONT. CONCR. FTG. - SEE —/ I f'tAOE - TYP, STRUCT a(�T STRJCT 0 05 BUILDING SECTION C— ^- - - BUILDING SECTION B Cn A3.2 __ -- _ SCALE 1/4" t' 0" A3.2 SCALE 11/4" r AWEIMTIONS NOTES 24'1130' _ IN EXTINGUISHER FE FIRE EXTINGUISHER 1. HOT WATER k DRAIN PIPES 0 _ _ GB CRAB BAR EXPOSED UNDL,t LAVATORIES SHALL BE MIRROR CABINET MI MIRROR INSULAiED OR OTHERWISE COVERED. LM PTD PAPER TOWEL DISPENSER WATER RESISTANT 01'P. / -� —� SC SEAT COVER DISPENSER 2 14ER GI IRF ACES UOS RP ORR1fS BD. - TYP. U.N.O.--� -MOP - SO SOAP DISPENSER A 14,FE SHALL 8C NO SHARP OR t HMOER TP TOILET PAPER 40MER r ' TOILE i j P�RTIfIpq 1E I �--- + � PARTIT04 FE '0' of • r-�" -- ---- - \ i WINE' ------ i --�- - r -- b b _------ T SD _.� oI a I I'' ISSUES& REVISIONS no. date by check !M.1 (MM) (SD) (GB) (TP) (SND) (PTO) (PTD) /SC) (MI) (FE) 05 INTERIOR ELEVATION MFN 217 04 INTERIOR ELEVATION - MFN 21 02 TYPICAL ADA MOUNTING F-lEIGH�TS A3.2 '411.'1 i I ORAWNI. 1 A I: I oR SL_ALF 3/8" - 1' - 0' A3.2 NOTE SEE ^RAWING 2/A3.2 FOR LOCATION OF GRAB BARS k TOILET ACCESSORIES SCALE 3/8" = 1' - 0 A 3,1 ~~ r _ — SCALF 3/8' 1' U' 111(ATIoN tri UkAR RAR, ti IU4I r A(AI�C6k1T% -- _ Gilroy Office Building MIRROR MIRROR WATEF �: ASYANT GYP 24"■38' -24'"36" ( I IMPERVIOUS r`S PAR . >" WAINSCOTTINGU(44P 11.) 9 PAR1111oNI r-0• 3`-0"--- TYP. Tigard, Oregon /3'.770- �,i _t i� Date 20 SEPT 2004 -- - --- - -- --------- —, 9' - - W AS NOTED IL Cr I ('j - II i J ---SND O WOMEN.`, I iP :_j_� ONLY. I - - SECTION RO S RESTROOM INT. ELEVS. A3 . 2 (A�:3 wu�AFN 21�� 07 INTERIOR ELEIt ,TION vy r'lLl'J 1186UMEN 107 & MEN 217 (DPP. HAND MEN 108) TE!T- ELEVATIaC•TF »:Ff IN7AYMNG AS 1 r'w I p(.A',ON tN GR,AR HARS k TOIIEl ACCESSORIES SCALF 3/8~ _ 1' - ll~ A3,2 NOTE SFE OtrAWWNG 2j'Ab.? �Ot! LOCATION Cri GRAD BARS A talEl ACCE'5SORIES SCALF 3/8" - 1' - 0" A3.2 NOtF- SEE2/A31 FOR IUCAiI(A+ OF GRAB BARS h TOILET ACCESSORIES $�CAI�E--_3/8' = 1 -- O~ f c OrUEw ll ROy(;E AR(,'HYtMTURE.Mc.MX OO WOT P&PROnUCE VWTHOUT PERMITLRION - yr,»•rlvl.u. I I,.,.,:,:,,r Iw�rfrTn.. II ( 11 I I I I,I: . ,,..•I4,.>saltt'R �,,tKtbyl'4e.�s ".,a{W.._. A Cm ",III I!illl�� 'III! ILII II ' 'I ( III Lill 1111 1111 III' III; IIII�III IIIIIIIII Ilil�llll IIII�iIIiIIIII�L'II''ill�llli fill�ll'.i IIII�IIII 1111�IIII 111111iI1 Ilil�llil III!IIIII 'III�IIII 'III�IIII IIIIIIIIIIIIiIIilli LEGIBILITY STRIP ` , , 3 ,� � � � � � 10 111 ( lit I lI3 I 114 � f I,e 1h 118 lh9 ale all 2l2 213 zla 2I5 28 27 28 21e 310 Q: HONI 84107. ilt ll��.l�i +a;a, l.ltl,lkl��la�.J�lil I 11 1 I I 0a ,1 1 'F n _• • ,. yw 1 ,<a 4r pM. IAIKtMe1lW+ir .. >- hw9 MEbyp . 25X -. .- ..: . , -. +�L ! : tiw�l1u r �up,6 Id ''�8t".114'1»,r 1�'�,.R. �:v»..,•I..Ip!r I.:.»,:a"f•^M',a`II.JI,144.MLN,`:M{AW!IS r.w1L..,M-r'.IM.,-:IAT,x'»PM;.v_,.,.,IIIA'}'+11M'ri..a»+x+A•J-,•M,II.Yl.F.�..II�y�`' uuY.''1' ltl.1. '•N'. (.. aRp °''1~1111 .' �vI;ry-,"n1 '"'A' _ `?' ` .. lilt,,. i i it I i ELEVATION KEYNOTES 8 X 8 WD. POST - SEE SIRUCT / �� 2. B a 12 BM. SEE SIRUCT. 8/ 7) `-./ C2 QQ A B nC D E F d H QJ K nLOs I . 4 WD FACIA B0 - PAINTED A3. 4. 2 a W0. FACIA (9 3/ 4' NET) - PAINTED A B ' 5. TRUSS IOP CHORD (4 . 10) SEE STRL•CT 820 N RNe'SI, Suite 103 3.2 6. TRUSS BOITom CHORD (4 ■ 10) SI OPE - 4 5 12 SEE Pord"OR 97227 II1 STRUC T. i! 1 b4 7. W, . CASING - 1 a 10 - PAINTED www StU@VeToyce CoFTI III --- ----�-- �- - - T.O. RIDOE - " s 1 1 +1- +_r-- * p 503.287.6404 8. STONE VENEER OVER CAST IN PLA(.t CUNCR, WALL C3 4 LINE OF RAMP SEE FLOOR PLAN f 503 213.5909 II 10. 4 ■ 6 TRUSS CHORD •- SFE SIRUCT. 1' i 11 1 HR. FIRE RESISTIVE C.AISTRUCTION Est CFM PLASTER I IU - SEE FLOOR PLANR* WALL 1YPLS SH': A. 1 I 24 I t i ?9 12. 1 HR. FIRE RATED WALL ASSEMBLY ADHERED VENEER STONE I, II SEE FLOOR PLAN k WALL TYPES SH 1. A?.1 9 J / 9 5 I 1212 t2 i? 1`1: 121 1.1. 1 HR FIRE RA1.0 WAIL ASSEM9l.V - E aT. CEu'�+r p,`,'•N I i � 2 F1.00k PLAN k WALL TYPES 5M f. A2.1 ! ti 14. 1 Hk t SRF FATED WALI. ASSEfAHL Y - WD 80ARr-, k HA"•t N S1, 1 ` Z I II ( II / \ 9 WALL TYPES SH1 A2.1 ( 1- M 15 PRECAST COFlCR BAND1I.JL//;;;� T.O. UPPER LFvti Pl. -^• 16 ADHERED VENEER STONE� - - - - --- - ------.- . 1.0. UPPER LEVEL PL. ----.- -� „ L.•®. 234-6 - - 1' BOARD k PATTEN IT T 18. kXf. CL M. PLSTR Ci --I 15 19� PREFINISHED SH1 MTL GUTTER � I � 20. 1 HPFIRE RESISTIVE SCONSIR?- ADHERED VENEFP STONE - SEE FLR PLA A WAIL TYPE SMT A 1 F 1.0 UPPER LLV!L GYPCRETE SLAP ' itl 19 T.O UPPER LEVEL GYPCRETE SLAB -- _ 224'-6� ; e F 21. PREFINISHED SHI MTL, ASSEMBLY OVER SHT, MIL OVER GAS M 9 ! 33 - 16 224'-6'_. <T r T VENT FROM FIREPLACE EE BLDG. SFCTON A ,HT A31 f 2n I -_ _ - _ -----_� II _ _ . -..-_ __1 - ---_ - E--_. 21 22, S1EEL CANOPY ASSEMBI Y (SHOWN DASHED) SEPARATE PERM,T _--._- 2S. WOOD FASCu BO 24, NON--STRUCTURAL W0. CUTRIpOI`+ - 4 MIN. TYP, LIC I I i I III I j I 25 CONCR PET. WALL SHOWN DASHED I r T.O. LOWER LEVEL r;ONCR STAR ` 70 26 CONT CONCR, FTG, SHOWN DASHED - TYP, s I ,� I. L -- i T.O. LOWER LEVEL CONCR, SLAB 213m-e' W13,-6" 27 LINE OF STF,oE, CONC. FOUNDATION ;TEM WALL 28. WOOD TRIM BO. - 1 a 10 29. ROOFING - ASPHAL' COW" SHtNGI.E - SEF' ROOF PI At, SH1 AS I le A3? 30. ATTIC .'ENI- SIZE ! LOCATE A' R:U•D - Pt kl�F 4N T11 3. REOL 4EMENTS 4 ROOF PLAN - SH I AS 1 31. TOP 01' CONC. STEM WALL SHOWN DASHED 03 NORTH ELEVATION 01 WEST ELEVATION 32 CONCR. STAIRS LANDING - RISERS SMALL NOT HE LESS 1},AN 4' NOR GREATER THAN TIN NEICMI TREADS SHA,L NOT BE LESS THAN 11' AS MEASURED MORIZONTA,LY BETWEEN THE VERTICAL A4. 1 A , PLANES OF THE FURTHERMOST PORCJECTION OF ADJACENT TREADS 'i SCALE � 1/B' • 1' - o" A4.1 SCALE 1�0 . 1' - O" 33. STAIRWAYS SMALL HAVE HANDRAILS ION EACH S,. - 1 1/2' DIAM. GALV. PIPE HANDRAILINC MOUNTED BETWEEN 34 AND 3S INCHES ABOvF TME NOSING OF TREADS, CONTINUOUS THE FULL LENGTH OF THE STAIRS, AND ENDS FXTENDED NOT LESS THAN 12' BEYOND TOP k BOTTOM RISERS W/ TERMINATION IN NEWEL POSTS 0� SAFETY TERMINALS 34 STAIN NOSINGS SMALL BE FLUSH AND ROUNDED TO A RADIUS OF 1/2' MAX. RISERS SHALL BE SLOPTD, OR THE UNDERSIDE OF IMF C4 NOSING SHALL HAVE AN ANGLE OF NOT LESS THAN 60 DEGREES FROM THE HORIZONTAL NOSINGS SHAL PROJEC' NO MORE THAN I - 1/2" INCHES 35. ELECTRIC METER LOCATION Q J ELEVATION NUMB � U Q �� - .9tt� W a 1 AP^ROWED ADDRESS NUMBERS $E+ALL BE PAINTED OR AFFIXED TO _ THE FRONT OF THE BU3.UING IN A CONTRASTING AND HIGHLY VISIBLE U w ( 1 COLOR. THE NUMBERS SHALL NOT BF LESS THAN SIX 6) INCHES IN Cc J � � HFIGHI AND SHALI BE AFFIXED PRIOR TO I WAL INP$FCT,ON 2 B A PRESSURE TREATED OR EDUAL I STRUCTURAL MEMBERS EvPOSEC t0 THE WEA,MCP SMALL Bf. 0 A3.1 � a 3. WHERE OPEN SIDES OF STAIRWAYS, AISLES, LANDINGS, ANDco RAMPS, BALCONIES OR PORCHES, WHICH ARE MORE THAN 30 INCHES ABOVE GRADE OR THE FLOOR BELO,. SHALL BE PROTECTED BY A GUARDRAIL NOT LESS THAN 47 INCHES IN NEIGMT. THE TOP OF aL�a 1 GUARDRAILS FOR STAIRWAYS, EXCLUSIVE OF THEIR LANDINGS MAY O HAVE A HEIGHT OF 34 10 38 INCHES OPEN SCAR RAILINGS AND -- GUARDRAILS SHALL HAVE INTERMED ATE RULS OR AN ORNAMENTAL 0 21 PATTERN SUCH THAI AN OBJECT 4 INCHES IN DIAMETER CANNOT PASS THROUGH � 1 14 --- 1 12 23 r 9f 19 12 12� !II 17 ' yl- � � II � :i it F I I II 1 I I 24 �.._ 24 , 11? a I l i I I l I l p I 24 �1T 12 I I I II II II I i I 29 219 9 I i _.L TOP OF UPrFR LEVEL PLATE 1.^ UPPER IEVEI PL FSSUES 8 REVI51ONS -.... - 234-6• _ / ---- -- --.- - ---- 234-s� no, date by check MIL LLJ IL ELL �- - 2734 32 16 ►= --- • 1E -- � ; •'• $_ T.O. UPPER LEVEL GYPCRETE SLAP - - - -------_-- --- - -- 1 , Y --'"`. r , f _ -. 1.VT. 31 - - 16 •. 224'-6 ' T7. .. I _ uFr -'1s r� �- b _.- - --- Gilroy Office Building ----- TOP OF LOWER LEVEL MCR. SAO 26 - _- _ ---_ - _ -- -- 1.0. LOWER IE VEL CONCR. SLAB Tigard, Oregon < � Dab: 20 SEPT 2004 e A Scale: AS NOTED 3.2 A3. v s EXTERIOR ELEVATIONS Q4 SOUTH ELEVATION - - ..�_ 02 EAST ELEVAI iorj A4 . 1 A4.1 SCALE 1/8' - 1' _ 0" A4.1 SCAIF 1/8. 1. 0" I,ti a L � ' o O STAW 6 ROYCE.WCHITECTURE,INC,801 rl(l NOT REPRTTOIICE.+rtrilnUt vERAM61lgON ..:.•.F.4,L•{I�;jajjl...L�:"1.Y Wlik�k - 'lilsFr�)AIYY.�,�'.9W�IF�iB (.,•„n• ': ...... _ ;IL'illl !r.f, il!I illi III! ILII 1111 I II I' I 1 .A,� ,•,�°t1w�al,�w+>�FW, LEGIRIUiYSTRIP ��I i I Il �Iilllil�lllll Il�llll�illi�! I�{ill�llll�lll�ill �iIII�I �illl�llll�tllt�llll�llll(illl�lli��l i,►�IIII1III1�1lII�II11f1'll�IltIII�Ini�llfl�ll 11111�1111�l111�1111�IUt�ilii�lllll'III;fI11�llll�illllllll�iilllllll�NiI�II+IIIIII�IlU�1UI� c I I? I41 i I' 1!y 17 18 19 20 21 29 93 9L�4 S!S 28 27 28 20 30 "' 11101 11 y ,W f ., j 7 Oil 0" WRIP ,4i1w kN- M .:.iWay J,!Mh . .A wCr.S. s..,da?r:.m,r+a.,..v ...RM..ta R"W}H a .aair.W!,Ml,+.L. r"dI?,. i�rN 1•.'•l;w.+.Y�V!P^w3?+#,.. (`"1�9MW+Iw' t I I �\ PLYWOOD SHTG SEE .. C` STRUCT. '- ASPHALT COMP. SHINCxE U b C7)RING. SEE ROOF PLAN \ / \\ INSUL. BAFFLETO PROVIDE 1' AIRSPACE MIN. BFTAN INSUL. k RF. SHTG - OMIT AT Z PROTECTED WALL ASSEMBLY ALONG PROPERTY V LINEI 820 N RIS of St, Sults 103 CONT. 2 -2 ■ BLKG. (DASHED) AT ALL WALLS Portland OR 97227 N SUPPORTING TRUSSES Y .3 1" V HOLES PER EA. CROSS SILK. - OMIT www StUeVHTOyoe CX)fl AT PROTECTED WALL ASSEMBLY ALONG PROPERTY LINE ' F.503.2816404 DRIP EDGE 503 2 13 5909 - 1 PRF.FIN. SMT. MTL. GUTTER - TYP. D.S )': 2 PAYERS S/B' f L O.S. SL. S- -- i TYPE GYP. HD � � T(>P OF UPPER LEVEL PLATE 4 9:1? 9:11 Y 2 � FIBERGLAS EIATI - ,-.-^ .. \ 234'-6 (AD INSUL GUTTER - PREFIN. SH1 MTL. Y AT11C SuH--ARCA 2ti3p S.F TRUSS WOOD {'11 `—" 28jB ■ T/ B.7 5.F AWL STRUCT. r 2 x4.ONL FAS IPRCONT.EO WALL BLKG. < yU ~--- AND/PRODOR♦RIDGE F�fNpTG0,NDE4.35 VEN T I ■ 6 FASCIA BD r / ASSEMB..Y ALONG PROPERTY LINE I S.F O SOFFIT VENTS CONT. SCREENED SOFFIT VENT - OMIT AT ` I PROTECTED *ALL. ASSEMBLY ALONG PROPERTY LINE I - 1/2' PLYWO. SOFF'ff ' 5,/B' TYPE 'X" GYP. BD. - ONLY AT PROTECTED { WALL ASSEMBLY ALONG PROPERTY LINE — ------t SEE ROOF PLAN1 CLASS B ROOFING FOR (� ENTIRE BUILDING ` FIBEF.GIAS BATT ASPHALT COMP. SHINGLE ROOFING OAR #15 ROOFING INSUL. FE!T OVER T/?" PLYWD. T' D' O RAnT_ n 1 ' _ PLYWO. SHEATHING _ — TYP SEE STRUCT. 1 E7 I 2 ■ 6 STUDS O 19' O C. — RIDGE W/ CONT. RIDGE VENT ti - - - - EXT. CEMENT PLASTER - LINE OF ROOF -- IYP I. SEE FLR. PLAN k WALL TYPES -- SHEET A2.1 5/8' TYPE 'x' ---- LINE OF BLOC. OUPPEP FLOOR LEVEL TYP. GYP BO. / I ------ - -- CONT. PRECAST CONC. BAND 2'02') SET IN SCRATCH COAT W/OINTE (J BARRIER WEATHER RESIST dARRIEP ALIGN W/ BOTTOM OF WINDOW ASSEMBLY — TVP, bt O _ ■ • (( 1252 L. 52.12 \D MID �H O.S. 1 DRAFT STOP 1pS ADHERED CULTURED c iONE _. __ __._ ...._-_ -�.. -- ' -� — SEE FLR. PLAN $ NAIL _J ( TYPES SHEET A2.1 vet { ■Illtl� w j a LA41F 1' CYPCRETE --\ �- J DBL 2 ■ 6 SOL.F. PLATE St(11'i Tr. ' 'n FLR. SHTG. - -�\ "� UPPER LEVEL FLOORTYPTYP Cn SEE STRUCT, (`I ! (SEPARATE PERMIT) yq.` J. FROMPROPERTY 10 U" MIN c= ® N TCIP OF UPPER LEVEL GYPCRETE SL AH Si I LOW PROFILE SCREENED ATTIC E VENT - t0 50 INCHES MN. O REE - - 224'-8" - - -- _- I ^ VFN1lAlT10Fl AREA - TYP. RIM JOIST - PIDGE 1 SEE STRUCT. Cv _ -r CONT.- 2 x BLKG. (DASHED) - AT PROTECTED r WALL ASSEMBLY ALONG PROPERTY UNE AND I y U �---_-__+ WALLS SUPPORTING TRUSSES ATTIC SUB-AREA . 1726 S.F. ------- _- -'---------- -- -_, —_— __-___-- TJ FLR. JOIST - SEE STRUCT. i" rises -- w-- '-- -- --- -- 1720 ■ 1/300 d S 7 S.P. REO'D / I PROVIDE 1RIDGE S.F. O GABLE VENT AND/ OR GE VENT AND 2.85.85 S.F 0 SOFFIT VENTS AND ROOF 10 � VENTS l J f ---- - D.S. I N-1p FIBERGLASS ----_�-, SL L�( BATT INSUL ABOVE ` L—� �- icy GRADE 177-1 I / -------- t ■�� FIN, OR. _ -- ---- 1 — - VARIES I I R-11 FIUFRGLASS 1-"I I I- -- I I I- __ I BATT INSUL. BELOW I I`I I I -I I I GRADE I—I III—III' OK J I i o ° i 5/8' GYP. BD. --=" II��"`��r I I r 1�, D„ �, r„ _ ISSUES 8L REVISIONS A I __ ,. rrodate by Check I 4 I - --- CONC RETAINING WALL- SEE STRUCI I R 1 WATERPROOF 8A 8 QA ( 8 .� ) v I MEMBRANE ROOF-CEILING ASSEMBLY PENETRATIONS PROW Gilroy , Ofice 10 Ft. OF INTERIOR WALLALL FACEACE Y 4" CONCR. SLAB '� PER V.B.C. SECT. 709.4.1 - PROVIDE FIRE DAMPERS FOR MECH. GRAVEL BASE. - �;! I DQ TIPNCE HAUST WITHIN THIS Building SEE STRUCT. I TOP OF L7NIER LEVEL CONCR. SLAB Tigard, Oregon 4 21J'-6" Data: 20 SEPT 2004 Seals: AS NOTED III —III_! y I I I--I DRAIN PIPE - SEE STRUCT. 4� CONT. FTC. - SEE II; STRUCT. ROOF PLAN _I . TYPICAL WALL SECTION A5 . 1 �� TYPICAL WALL SECTION ROOF PLAN D `3- SCALE 3/4" = 1' 0" SCALE 1/8" - 1' - 0" C STUEVE&ROYCE.ARCHRF(-.11RE,MIC.2001 Lt)NOT RFPROOUCF VWTPOUT PFMOOMM { 111+i!1IIIIlf II+! IIrIIIi I,„!1!111 Illl fill I .{ Illllr II. i'.II'1!I ;!''III 1 MIT 4.:r�MAAiikAa�tRg4>li 't7 h�Yti+4l�!JltFi�c!#iMxr6* Of Cm LEGIBILITY STRIP �m I 3 l I ILII III IIIIIIIII 1 III 1111111 Illiillll IIIIIIIIi IIII�II11 IIII�II;I'l1U�ill1 illl�liliI1111�1i11 Ittl,lUi Illllliil Ilil�lli{ Illl�illl lill�llli VIII! M.1cm 5 6� -7 8 1O I 1 12 II3 1�4 II8 1�7 A II9 210 211 22 213 214 215 218 2I'' 28 r _ 3 C5 1A, J , . . : ._ . : : . 4.)N! i 9�U1°0e8 Ill�11I111( � IIIJIIIIIIII+I:{1 ` • r .uY� N. a ■x r +w4F W - 1.. .. , ., n .. ')61 r ut- i.... M '.^Si i.. .i J:pt> t ... T..'1 . .. .. 'bF a„ ...41I1■"Ib. , :.. t �, r w 111 i ., �. n ._.t ,,r- am. ♦.+A rtit+: �h u. .yA .. e...,r-M4n.. +.,.,t;e M:4_ -.w't'!kiF'na4; We '-1, ., R^' <. @ fi `Y ,'#,.Y r.r. .7.; ,fi.. ..T.."�.. .,5'x''1'. i,. ..�M�/. .y� T. .. .. ,. � r a - t.a. ki 1:iM AP!G'L'F :i^C "�.•. '.. .. �!A ”-'%' . .'�'I. .. .. �' ig � 10,10000 ... _ .. .,. r. 1 H WINDOW SCHEDULE �-�--�—w- � _ --- - - DOOR SCHEDULE ' SIZE SIZE U;, FRAME HEADER HT. �-_-- - _ TO SUBFLR I w O WIDTH HEIGHT (APPROX ONLY) TYPE FRAME SCREEN HEAD I JAMB SILL o NOTES C�^�) z g z 820 N River St,Suite 103 V u. u. � i � � � r?� k � NOTES 2'-10 5'-0" 811-111 A HM ? ,A61 2!A6.1 3i Ati.l 45 MIN. FIRE RATED WINDOW ASSEMBi - ' -- --- Portland OR 97227 --- _ _ WD P VARIES vL. I•I:•f. " " -. ---- --._-- IOWA . 1 3j4' fi SC - 1 - � HM I P-, - - H 2'-10 5'-0 8'-1" 8 ALUM -- --- - " www.stuaveroyoo.com 3 0 e 0 1 i/4' A SC WD N-1 - HM P-1 - WEAINEH RI SIS(AN TBARMC 1'-10" 5'-0" ALUM 1019 3'-0 8'-0" -_-. - _ - - {{ 102 I - _ _ _ � - _ _ _ _ PROVIDED BY ELEV. MFR. 8.503.287.8404 PLYWO�RShIC. l D 2'-10" 1'-6" 9'-10 C - - -- - - -------- - - f.503.213.5W9 ALUM 103 3'-0" 8'-0" 1 3/4" A I SC HM P-t - I HM P-1 - - SELF CLOSING eft SELF LOCKING HARDWARE F 5'-2" 3'-6" 8'-1" C ALUM (:ALV. Mn. --- -- - ---- ------ ---- 1154 3'-0" 8•_01 3/4" C SC NM ,P-1 - HM P-1 - I - - - FLASHING I F 3'-0" S-6" 8'_1• C -- -- -- ...- -----r- -- - - - 11 Grt+ BD " " _ -_----- _ - 1' 1 - HM P-1 ALUM 106A S-0" W-0" 1 3 4" A SC WD - - - FIRST LAYER Of II 2 " IAD. FRAMING G 1,-0•- 5'w0r 8._1" - 8 - ALUM 106B _ ,,_D. - -8,-0. 1 3 4" B SC WD P--1 - HM P-1 _ - - - A D A. ACCESSIBLE THRESHOLD - SEE DTL. 1/AF ' —-- - -- - -- 3'-o a'-o' _ A.D.A. ACCESSIBLE THRESHOLD - SEE DTL. 1 A(i SELF-AUh1ESIVE MEMRR 1U6C 1 3/4" B SC WD P-1 - HM F1 UNDLR WINDOW NN ! INTO _ _ N 4 0 6 O f3 1 C ALUM 3 0 9 0 - -. _ _ _ _ PROVIGE OCCUPIED INDICATOR OPENING ----.__ ___------- _-- - ---- 3''0" _ e' 6'-0" 8'-1" C ALUM 107 8'-0" 1 3/4" A SC WD F t HM P-1 f _-- --- -- -- --- -- -- _ cxT CEM _ __ _ _ _ ALUM__ 108 3'-0 B-0' 1 3/4 A I SC WD f'' 1 - HM P-1 - - - PROVIDE OCCUPIED INDICATOR _i. i K 4'-2" 6'-0" 8'-1" C w - / Pl.AS1ER - " — ... , � TRIM -..--- - PLASTER " - _ ALUM _. ;_ � � -•w+ --/�- SEE WALL L 1'-10" S-16 -8_1 - -B - 109 3-0' 8'-0" 1 3 a A SC WD ' P- 1 - HM P-1 - - - - A.D.A. ACCESSIBLE THRESHOLD - SEE DTL. 1/A6 I _ M 6'-0" 3'-4" 11'-6" C "UA 3'-0" ! e'-0" 1 3/4" C SC _hiM P-t _-- PLASTER 'r' ALUM - - SC W 1 P-1 - ------ 1108 3'-0' H'-0" 1 3/4 -C D I I Fill i _. CAULK - CONT. _ __..�_. -__ - .. - I - ND.E �P -1 - - - + E%T. RATED DOOR. -- I — - w +-- 3-0" a-•0 � t^ - 201 A 3'_0'- Jill- 1-3/4" D SC WD P--1 - 1 HM P-1 - - - - A.O.A. ACCESSIBLE THRESHOLD - SEE U TL. 1/Ab i - - - _--+--- -- 201B 3•_0-0 e.,o-0 1 3/," A -C WD P-1 - 1 HM P-1 - - - �� DOOR HEAD Q EXTERIOR RATED DOOR ASSEMBLY _ 2'-s" s'-o" , 3/4w A Sc Wo P-1 1. PROVIDE TEMP. GLASS FOR WINDOW CLASS THAT EXTENDS BELOW i8" ABOVE FIN. FLR. 2010 S-0• 8'-0• S-0. SC WD P- 1 - HM P-1 - - - A6.1 1, _ 0. 202 3•_p• -t=0• _ 134 A. ----- - - -. — 2. I�w'0. GLASS WITHIN 24 INCH ARC OF EITHER VERTICAL ED4E OF DOOR IN A CLOSED POSITION 203!\ 3'-O" 8'-O" 1 3/4" A � SC WD P-1 - HM P-1 � 3. STEEL FRAMED SINGLE HUNG 45 MIN. FIRE RATED WINDOW ASSEMBLIES BY FIRE WINDOWS & DOORS, - - _ — ----- - Tu<.LAnN, OR - u.L. FILE rRle27o 2038 3'-0" 8'-0" 1 3/4" A SCC WD P-1 - HM P-1 - - - - A.D.!,. ACCESSIBLL 1HRFSHCLD - SEE DTL 1,/A6 ' _ I -- _ _ ATHfR R iAHl _.__ 204 3-0" 8'-0 1 3 4" A SC W_ P-t - HM P-1 - - - -- 4. STEEL FIRE R►.1ED WINDOW ASSEMBLIES Wi SGT. MUNE WINDOWS TO BE PROVIDED WITH FUSIBLE LINK w 5 SEE PLAN / P--1 - HM _ __-------- -_.. WE ESIS vA I - 8'-0" '1 3/4" A SC WD 205 3-•0' BARRIER ,��, 206A 3' 0" - PIYtW. '.'HTC A61 - 8' -0" 1 3/4" A SC WD P -1 - HM P-1 --- -WiRE GLASS Tm --- -- — _ - - N —_ __ _. _-- - --' SSE • � � - 45 MI FIRE�kATED WINDOW A - MBLY ,� -- 2068 3'_0' H'- 0" ',1_3/4" A - HM P-1 - 1 HM P-1 - - - - A. ASC 5IQLE THRESHOLD-= S.c"..� DTL 1.1A6 ' (� A._� cALv MTI I 207 3'-0" 8'--0" 13/4" A SC WD P-1 HM P-1 - I -- F L ASHING I -- 208 3'-0" 8'-0" 1 3/4 -A I SC WD I P-1 - HM P-1 - - - - GYP BD —_, — + -1 — -- - ---- - -�- 2 ■ WD FPAMING FIRST LAYER OF _ sELf-AoIHEsIvF MEMBR SIM. - _ -` _'� 209 3'-0" 8'-0" 1 3/4" A �C WD P-1 - HM P-1UNDE - -- -OPENING NANOID IN e iii r 210 3'-0" 8' 0" 11 3/4" A SC WD P-1 HM P-1 211 3'-0' 8'-0 1 3/4 A SC " WD P- 1 HM P-1 tKT. CEM --- -- --- - --t-- __ - -- _ -- - _ - PLASTER - - I 212 3'-0" 8'-0" 1 3/4" A SC WD P-1 - HM P-1 SEE WAIL : ! - _ _ _ - - - - TYPES ` _.__.-_.. W. TRIM ar ; ` W * 213 3'-0" 8'-0" , 3/4" A SC WD P-1 - .II..�H.M P-1 - - - - NONCOMBUSTTffiF !.__-_. r w w Ii _ 2t4 3-0" 8'-0 1 3/4 A SC WD F�-1 - HM P-1 �>r CAULK, CONI, I CAULK - CONT, � � - - EXT. RATED DOOR w .� 215 3'-0" 8'-0" 11 3/4" A SC WD P-1 - HM P-, - s N • A (RATED WINDOW ASSEMBLY) B c 216 -3'--0' 8'-0 11 3/4" A SC WD P.-1 HM P-1 t " 217 33_---0" 8'-0" 1 3/4 A SC WD P-1 - HM P-1 - - - - PRrVIDE OCCUPIED INDICATOR 218 3=0" 8'-0" 1 3/4" A SC WD P-1 - HM P-1 - - - - PROVIDE OCCUPIED INDICATORJM WINDOW TYPE$ - Z o J DOOR JAMB C� EXTERIOR RATED DOOR ASSEMBLY -- Q AF.1 SCA(F 3" - Mn VARIES -_SEE 'ILAN LU WEATHER RESISTANT--- _ I' BARRIER ' lrwr' PLYWD. SNtG. DOOR NOTES ABBREVIATIONS w VARIES - SEE PLAN i I 1. OPERATING DEVICES ON DOORS SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERTATION BY WRIST OR ARM PRESSURE AND NOT REOUIRING TIGHT GRASMNG, GENERAL nwn�after a0brnvwt�one refer to colon See room f,nin— c GALV. M'L. --- r PINCHING OR TWISTING TO OPERATE AND THAT THE OPENING FORCE ON ACCESSIBLE DOORS 94ALL BE A MAXIMUM OF 0 1/2 POUNDS - rOROE Who". FLASHING. AC ACROVYN PROTECTION WD WOOD WEATHER RESISTANT - GYP. BD. 2 EXIT DOORS SHALL BE OPFNABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR CFTORT BARRIER T d .. AL ALUMINUM SC SODU C(ME _ 2 ■ W0. FRAMING � CSR P PINT PIYYA. SHTG. _ FIRST LAYER OF - � -_"-- J. MANUALLY OPERATED EDGE OR SURFACE MOUNTED HUSH BOLTS k SURFACE BOLTS OR ANY OTHER TYPE OF DFNCE THAT MAY TIE. USED TO CLOSE OR RESTRAIN SELF-ADHESIVE MEM8i { I THE DOOR OTHER THAN BY OPERATION OF THE LOOKING DEVICE SHALL NOT BE USED. WHERE EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLU9i EX EXISTING Si STAIN 1 I UNDER WINDOW FIN Ar IN70 BOLTS ARE USED, THF DOOR LEAF HAING THF AUTOATIC{LUSH BOLTS SMALL NAVE NO DOORKNOB OR SURFACE MOUNTED HARDWARE THE UNLATCHING OF ANY LEAF IT FACTORY nNISH 20 70 MINUTE f1P,( RATING GALV. Mn I OPENING I SHALL NOT REQUIRE MORE THAN ONE OPERATION. GL GLASS 50 t HOUR (60 MiNUTT? rITE RAl r. FLASHING ' ear --- GYP. BD. EXT. CEM ` HA HOLLOW MFiAL 90 90 MINUTE FIRE IRITIC, L PLASTIC In1HNATE COLOR 120 2 HOUR (120 MINUTE) FIRE RATING M FIRST LAYER OF ---- - _ 2 ■ WD FRAMING PIASTER - I --- - -' MIL METAL 0 0 SELF-.FMEMBRANE _ SEE WALL I� UNDER WINDOW FIN ! ,Ni0 �{ TYPES \ \ ---- IND. TRIM AND ANODQED OPENING CONT. "J" ITL 1 -." EDGE \ - CAULK - CONT. ■ RASTER - -- — y _ -Exy rim WINDOW ASSEMBLY �- rr SEF WALT W/NAIL-ON FIN - SEE WINDOW SCHED. TYPES \,\ VtV. 7RIM � CONT. 'r" Mn. I 'Di CAULK -- CONT. i WINDOW ASSEMBLY ` w/NAIL-ON FIN - SEE WINDOW SCHED. INSUL WEIR. SAFETY ELATING WINC�3Vv HEAD JAMB SIM. FIXED WINDOW ASSEMBLY WINDOW HEAD (JAMB SIM.) RATED �6 ) @ - ' SGL. HUNG WINDOW ASSEMBLY ISSUES 8 REVISIONS ( t no. date by cAeck MTL LOLIVER SCALE 3° - 1' - 0" (SIZE PER GODS �_-- REQUIREMENTS) II A R CONDITION O DBL- DOORS C A, Al B ('Ml INTFPI(,R) C (ALUM. EXTERIOR) SHOWN DASHED A = H.M.RATED ! -- WINDOW ASSEMBLY AI- H.M. NON RATED WINDOW ASSFMEILY W/NAIL-ON FIN - SEE W All-ON FIN - SEE WINDOW SCHED. DOOR TYPES DOOR FRAMES WINDOW 904ED ' # CAULK - CONT. - CAULK - CONT. ('�p WD.WINDOw STOOL WO.WINDOW STOOL ------- - ----- ----- Gilroy Ofi'l e NONCOMBUSTIBLE - - Building NONCCMHBUS118LF CAULK, CONT. --- ��...1ALLL1 '-- CAUL K, CON" --- --__._ - .__ �-- CONT, '� Mn. yam' - WD. WINDOW - EXTERIOR DOOR - GONT 'r' Mil EDGE , , EDGE - '�• 04DOW ~�� APRON TRIM iv ON TRIM it SELF-ADHESIVE MEMBRANE \ SEE ODOR SCHED. SELF-ADHFa44 MFMRRANF 'III - UNDER WINDOW 31 INTO — „t UNDER WINOOM R INTO OPENING THRESHOLD �'''�;- n 2 x WD. FRAMING Tigard, OragOn OPENING 2 K WD. FRAMING EXT, nM ----- _ Date. 20 SEPT. 2004 L:A1 CEM PILASTER - —__..�---- —___ r PLASTER — SEE WALL /W scale: AS NOT1-D SEE WAIL TYPES `. CONCRETE SL FIN. FLR. TYPES PLYWO. SHTG. - F r GYP. BD. OR OTHER FIN FLAB\ r PLYWD SH1G GYP. 80 WEATHER RESISTANT iv / WEATHEP 1EE515YAN* BARRIER UNDER / BARRIER UNDER NAILING FIN & SELF- - -- NAILING FTN R Si. -_�1`- ---- ADHESIVE MEMBRANE SLOPE VARIES__4EE PLAN ADHESIVE MEMBRANE y�S _ SEE PLS- 2X MAX. _ _ Li' w'I WINDOW SCHEDULE DOOR SCHDULE WINDOW SIL. _ a� RATED SGL, HUNG WI�100W—SILL t FIXED WINDOW- ASSEMBLY (A ;'l WINDOW ASSEMBLY A6 . 1 �F 1 �- 01 A.D.A. ACCESSIBLE THRESHOLD A6.1 SCALF 3" t' 0" e STUIFVE A ROYCE ARCHITECTURE.MK:.9004 00 NOT REPRODUCE VWTHOUT PF111MlsbK)N J 1 .. .... .... ,. - .....l,m-e�•".;.L,<.:_.�.-,'..,:�„'.�r.....o...;,rti, rt',,vwrr.,.r-.u. x'�a4M-'q�s5'_tarr,,-aW'YCHQiaA:;i�4s±BSNl:1'i:' ! L.EGIBILiTY STRIP - Iilllll�llll�illl�IIII�IIII�IIII�IIII�IIII�IIli�lUl�llr"�I) ;Iil�llli�l;ll�llll�lill�lill��' �il� =+ 10 1 1 12 13 1r, Ia 17 119 19 20 21 22 23 24 25 26 27 2e 29 30 ?1 I f Of e �� E 1 HDNI 2Ui Ov la 0? �f. A y 9�I , i^M: h FOUNDATION PLAN KEYNOTES FOOTING SCHEDULE -I 0 0 Q Q Q NOTM I CENTER All. FOOTINGS ON COLUMN OR POST ABOVE EXCEPT AS OTHERWISE NOTED DIMENSIONS I REINFORCEMENT 2 FOOTINGS SHALL BEAR ON UNDUSTURBED NATIVE SOIL, COMPACTED ENGINEERED FILL, SEE STRUCTURAL NOTES -- -- O "A" "9" T (LONG DIRECTION) '(SHORT DIRECTION) NOTES A3? 820 N River S1, Suits 103 A 5' 0" 5'-0" 2'-6" - - .�,,,F -t' �Ar:A,�E,. �,, !'M. -.• E-; _ _ _, Portland OR 97227 B 3'- 6" 3'-6" 1'-9" ._.._.. _ _ 1 www stueveroyce com O SIM 4'-6" 4'-6" 2'-3" p.503.287.6404 503 213 5 CA ) 1 1 2'-6" V-6" ' •-- -•`- `---'- H INT. SHEAR WALL FOOTING - SEE DETAIL 4/S4 FOR SIZE k REINF. J INT. SHEAR WALL FOOTING - SEE DETAIL 4/54 FOR SIZE dt REINF. � • 0— RE'Nt -D• t°ARA .+i_r: Tc DIMI K CONT. FOOTING - SEE DETAIL 2/S5 FOR SIZE $ REINF_- _ QE ~T '`-O 1 --- - n MAX. DOM TYP Ci (. CONT. FOOTING - SEE DETAIL 4/S5 FOR SIZE do REINF. —- ----I - --- -----—--- .. �� e►pINFfi'4fJ'i M 1'-6" CONT. V-10" SEE DETAIL 2/S5 FOR SIZE & REINF. OM -- I I d01 _ I I Fel AN RECTION N RETAINING WALL FOOTING SEE DETAIL 7/S5 FOR SIZE ac REINI � �l A TYP.-M L A AJ.1 O I PITOV A31 v O !_ 1 / III I � f I O , 02 FOOTING SCHEDULE i S1 0 O 0E3 SPECIAL INPSECTIONS E O I ITEM INSPECTION COMMENT 0 PLACEMENT OF RE NF. STL. O ® CANTILEVERED R.T. WALL- -_ PRIO--R TO POURING CONCR. F-B-�_RUCT. ENGR. " __-- ---- - -._ —--- -- (j ASTM 325 BOL•S AFTER INSTALLATION BY CITY INSPECTOR OR STRUC T. EN GR. t= F , E .. STRUCT. STL FABRICATION NONE REVD. - O 00 NOT CURRENTLY SPECIFIED ON DW CS. IF REQUIRED Hr t!LSD OB (l \/ EPDXY A'1CHORS NONF RFO' . CONDITIONS , INSPECT BY QUALIFIED INSPECTION AGENCY C) - O o o ^ o ,TT !II FI i _ SPECIAL INSPECTIONS _ 3 O 1 Uj z SHEARWALL SCHEDULE � FIERNI sou HOLDOWN SCHEDULE •PANEL INTERM. - ^--- - "FTA-7" (6) ]"^ A307 BOLTS R" MAWALL. COVER FASTENERS EDGES STUDS REMARKS MARK HOEDOWN FASTENERS W O I 5/32' A.P A 6GASTAPLE 3 O.C. a O.G Gd,AEON f 6 ies I. FOC NO SPECIAL CONNECT BTM. > TOLLJ d RACED SHl C 0 tat ■ fi" O.C, 12" O.C. 0.131'- F. RM. P-NAIL O OR HOEDOWN FLR JST/BM/BLK'G 6 'STHDI4RJ" (38) 16d SINKERS O I F. RH P"NAI REQUIRED W 16d O 4' O.C. > II Le, 2' G w.b Sd WALLED. NAILING APPLIES TO FACM EAQI 610E NMI OR 11" 4' D.C. 4' O.C. SIDE OF WALL (EDGE #"CMST12'■ (7) 16d COMMON (32) 16d SINKERS >�_SCRE BILK NDt RE RED NAILS AT EACH END "HTT22" do SIMPSON "SSTB24" O w 5/32' A.P.A. 6GA STAPLE 3" O.0 6 O.C. I\ LONG . 7/1e W10E " LONG O 1 o.c. STAGRD. ANCHOR BOLTS A ! RACED SNT C 0.148- ■ 2 STAPLES W!CROWNS s"Q.C. 12' D.c PARAUEE w;FRAM'o *"CMSTt2"■ (tt) 16d COMMON *# (2) p'- A307 BOLTS ca 5/32' A.P.A 0.148"- ■ IDd COMMON NAIL OK 48" LONG NAILS AT EACH END "HD6A' & SIMPSON 'SSTB28" OJ -- O I ROUN - 4'O.0 12" O.0 SUBS TUTE FOR ANY O 1 ' o.C. STAGRD. ANCHOR BOLTS --- RATED SHT'G fAD P-NAIL 0.148P_(9 GA.) P-NAK 15 16d COMMON ## 3 j" A307 BOLTS O O 5/32' A P A 0148"- ■ 2 2. O C. 4■ REQUIRED O ALL �60" LONG NA'LS AT EACH END �§�� "NDBA" SIMPSON "SST828" RATED SNT'C L� STAGRD. Ir D.C. PANEL JOINTS �, O If* ox. STAGRD. V ANCHOR BOLTS �-- 532 A P NAIL o tae- . 4. REQUIRED •ul #* 23) 16d COMMON ## 4) 1"� A307 BOLTS ; NA1ED SHTG Uu ROUND-STA RQ e' O.0 PANEL JOINTS - OFFSET 4 "MST72" NAILS AT EACH END 10 'HD10A" SIMPSON "SST828" E.CH SIDE EAD P-NAIL JOINTS EA SIDE OF WALL O 1 o.c. (MIN. IMBED 24") I h e/Y2" APA OtA6"- ■ 71 2. OC x6 POST FA. END OF WALL ### 5) 1"- A307 BOLTS HD15 H.D. REOIFES MIN. r HATED SHT G ULL ROUND- 6' O C. X6 STUDS O All PANEL f �■�i d STACRD. "HOTS" 11" ANCHOR BOLTS 6X6 POST EACH END W/ EA. SIDE- FAD P-NAI& UQS --`-- li W/ HEX MEAD x 36' 3X STUDS O PANEL EDGES or MIN. FTG IMBED 8" SIMPSON "MSTI" OF EQUAL LENGTH MAY SUBSTITUTE FOR "CMST12" vDISSPECIAL HOLDOWN ODI USE MIN 4x STUD EA. END SHEAR PANEL FOR HOLDOWN (SEEDETAIL OF NUMBER) in r`;NFy I '. USE MIN. 6X STUD EA. END SHEAR PANEL, FOR HD15 HOLDOWN BUILDER TO VERIFY ALL 'NSTALLATION REQUIREMENTS PER "SIMPSON" CATALOG FOR ALL HOLDOWN CONNECTIONS. OD I I UEGEND NOTES GS -- --- --�--- -�— ----- - 6. LAP WALL PLAICS MINIMUM 4'-0" BTWN. SPI ICES W, (8) 16d EA. SIDE I O SHADED AREA, PROVIDE 15/32" 1. "f. RH. P-NAIL" - DESIGNATES A CONNE^T SHEAR*ALL BOT. > TO l i I_ MIN APA RATFD I LOOR SHEATH'G FULL ROUND-HEAD POWER NAIL. FRAME BELOW W/ 16d O 4" O.C. I n n 0533 " r Y F. RH, POWER NAIL C OK W/ 8d COMMONS 0 6" OC O ALI 2. ALT, EXTERIOR WALLS MUST HAVE SHEARWALL SHT' MUST EXTEND PANEL FDGf.S At PCRIMFTE.R, / � .IPA-RAZED SHEATHING ANU FROM BOTTOM TO TOP PLATES. O O 12 OC IN FIELD. BLOCK Al.l 2, 1" II PANEL EDGES W/ 2 X 4 FLAT. VEOUIv. FASTENER) AT MINIMUM 7. FASTEN MUDSILL >a W/5/8" DIA x 10" I O.C. EDGE NAIL'G SET FLUSH W/ ABs W 2"- WSHRS O MAX. 54" O.C. • APPROX. HOLUOM?J LOCATIONS THE SURFACE OF THE SHEATHING. REDUCE SPACING TO 45" O "B" � i ISSUES & REVISIONS (TYPE "S" WALL IS STANDARD) SH'WALLS, 30" FOR TYPE "C" AND w 3. ANY FASTENER EXPOSED t0 18" O.C. O TYPE "D" SH'WALLS, no. Cute by check SHEAR WALL LOCATIONS �r O DETAIL REFERENCE TAG WEATHER SHALL BE GALVANIZED. 15" O.C. FOR "E" SH' WAILS AND 9" U.C. FOR "F" SHEARWALLS. DETAIL REFERENCE FOR 4. HOLDOWNS OCCUR AT LOCATIONS PROVIDE 5 B x to" A B. PER OPTIONAL CONDITION INDICATED W/ RF.Q'D DETAILS (8S THRU (9) AT ALL SH'WALLS G STUDS. WALL SHT'G SHALL BE At SPACING REQUIRED BY NOTE 7 EDGE NAILED 70 HOLD'N STUDS. 8. EQUIVALENT HOEDOWNS, STRAPS ! ( 5. EDGE NAIL ROOF AND FLOOR SHVG, BOLTS, NAILS, ETC. BY OTHER MFR.'S 1 3 !SA B 8A 8 TO RIM JOISTS/BLKG. k FASTEN TO MAY BE SUBSTITUTED FOR THOSE Ij WAIT > WJ5IMMPP LS50 O 24" O.C. O SPECIFIED FROM "SIMPSON". "S' AND A" SHEARWALLS. REDUCE SPACING TO 17' FOR TYPE B" g, SHEATHING ON SHEARWALLS SHALL 12" FOR TYPE 'C" AND 8" O.C. FOR NOT BE INTERUPTED BY ANY WALL TYPE "D" SHEARWALLS. PROVIDE LS50 BUTTING INTO SHEARWALL l AT EACH SIDE (STAGGERED) FOR 'E' AND Gilroy Office AND "F' SHEARWALLS AND SPACE AT 10. BUILDER TO VERIFY ALL 12" O.C. FOR 'E" SHEARWALLS AND INSTALLATION REQUIREMENTS PER 8" O.C.. FOR 'F" SHEARWALLS. SIMPSON" CATALOG FOR ALL Building PROVIDE LS50 CLIPS AT ALL TYPICAL HOLDOWIJS/STRAP CONNECTIONS. DETAILS 1 TERU 7 AT FOUNDATION PLAN NOTES SPACING INDICATED ABOVE. ,. REFER TO ARCH. DWGS. FOR DIMENSIONS NOT INDICATED 2. REFER TO UPPER LEVEL FRAMNG PLAN FOR SHEAR WALL LOCATIONS d INFO. Tigard, Oregon Data: 20 SEPT 2004 -'I+1 SHEAR WALL �L HOLDOWN SCHEDULE 01 FOI.INUATION 3'LAN ScMle: AS NOTED I _�.�_._ S(.ALF 1,/H" I I FOUNDATION PLAN SCHEDULES ! S1 :eTtIEVE a ROYCE ARCHITECTURE,INc.2004 ; DO NOT REPRODUCE VWtHO1/T PEFtlAtEIIION I LGIBILITY STRIP 1 5 F3 y I I 3 r1 2C 22 23 24 25 27 2P_ 29 3 e I j I 101 t3 B�T 02 *�� 4 .j I, 4I��1.�.� �+�•51�1i J � �dJ�J`1)I�,1 l i} I„�I! ! E c r Z R , : . i ROOF FRAMING PUN KEYNOTES UPPER LEVEL FLOOR FRAMING PLAN KEYNOTES 1. MANUFACTUREC WO ROOF TRUSS - REFER SO SHOP DWGS. BY �� TRUSS MFR. 1 !S J T R ;n:;S. By 'y N- 2 2. MANUFACTURED WC ROOF 'RuSS GIRDER- REFER TO SHOP DWGS. r 2 R'M QST - REFER 'J SCOP DWGS. R� 'R.. v•' BY TRUSS MFF 3 :-R BM - REFER '0 9-OP DWGS By -R, 5 v 3. MANUFACTURED WO GABLE END TRUSS- REFER TO SHOP DWGS BY TRUSS Mr,1 4 jR .. 4 ■ 10 ( J? C 4. Sr-. HARDWARE CONNECTION - REFER TO SHOP DWGS. BY TRUSS 3 5 WO 'OS- - 6 ■ 6 - BE-OW w/ "EPC" a0s' t•' MFR BM. te 103 5. NOT USED ® / 6 F_R BM ;F_ S») - m, BM 3 '/2 . '9 670 N PortlandORver OR191227 r t / 8. HDR - 4 x 10 �f�V/ 7 HOR - _ BM 7 . '6 (rDR 4) J_ ww.,'5tueverOyC6 Com - (�') OI 7 HDR. - a ■ 10 ®® ® B I S1 HDR - By 5 1/4 ■ '6 ("DR 5) (RRJ y• _- _-- _ _ B. HDR. - 8 x 10 (HOR23) I % D5 H S1 ^ 0 OR -- C_ BM 5 '/tl ■ "0 '/2 ;-DR 6' 0.503.287.6404 (q� Jim" i! MIDI 114DR?0 /ri I 9. HDR. - 5 1/O x 15 G.L.BM. (HDR24, CA ---T --�___� _ __- _ - ��_.-_ *- --- -.-- �'-- 10. HOR - 4 . '0 -,OR Lb03.213.5809 (^DR >a ) I tp. HDR, - 4 . 10 / - rPX'..��-.�� CC HOR -- 4 ■ '2 ('-DR tl) 1 - j i RTON1) ) ' / / ( ) 3 _ 2. HDR - 7EFEF 0 S,0P 'DWGS By R.,SS MIR 11. HDR. - 5 1/8 ■ 10 1/2 G.L.BM. HDR26 01 12.J t r r I, •\ D 6 /,I I 12 HDR - 4 ■ 10 (HDR27) �/ , FAS-- '31, S'_ COL, 'S 4 ■ 4 ■ '/4 BELOW Q6 1 / S 8 4. S'" CO, 5 5 ■ , ■ 1j16 B(.Jw 2 Q % 1J. HDR, - 4 ■ 10 (HDR2O) TA91 j 3 S5 T 14 HDR - 5 1 B ■ 15 G.L BM. HOR29) - P W ® / ( - _. - - -- 'S W0. OS' .. 5 '/ e K 6 0. BM ABOVE O CANOPY OAGONA, 0 15 MDR - 4 ■ 10 OB ol� ' '- 6 WD POS' .. 6 X 6 ABOVE O CANOPY )AGONA, I �I S ^ � % 16. x . X HDR (HDR31) � - / . e _ NM OR s / . o K % 17. NOT USED R ! iS'. - BV c0 CANOPY D AGONAL F % G r1 �-� O 'B WP POS' - ex 6- BE'_ON I '0 2 x 12 R.R 024" O.0 (RR2) I . � ' A '7r"M!J FLR 5] '9 NO POS' - 4 ■ 6- BE-OW 19. S ■ 12 R.R 024" O.C. (RR3) 3.1 !'�* +"' C / OPENING II T ",� A 1 t ` E,AJ 20 WC POS' - 9 , 6 48DvF k BE-C* �. ®1 20. 2 ■ B R R. 024" 0 C. OVER 1 ■ 6 do G W0. DECKING (RR4) ... . - _ �. 54 53 �I .�+1�N• - 2'. WD. POS" - 4 ■ 6 - BELOW 1 21. 2 r 12 r,'OGE BD. `��11 - ,� 1 RTf101 SJ Yr 4_' I i2 5'l. CO. '5 4 ■ 4 . +/ 4 At3GVE 1� BF_CW 0�)) _ 22. RIDGE BM. 4 r 12 (J r 12 MIN.) (R82) -- /J 7 I 27 WD 005' - 4 ■ 6 TO HUq. BELOW S 23. WD. POST - 6 x 11 / 7 !if r-FLR. OPENINGr :J I 24 CABLE END TIMBER TRUSS - SEE ELL-v SmT S7 X, -_SEE ARCH 24 SCO. '5 4 ■ 4 ■ '/4 ABOVE & BE.CA 25 S'. F_R BY ',r-Sr) - Nr '6 r 36 (•B') r 25. 6 x /2 RF, RM. ,Ret) = QI ^- - � Z6 51 r.R B4 (F-uS») - WF •6 . 36 (x'82) n^- + I 2O• STL• COL. - TS4 ■ 4x1/4 Ate a1 14 I _ - - , S3 i D QI% ( 27. x ■ x POST (C22) 5 �9 �pq BM s;'DROPPED) PE] a ti Bu 5 /a ■ 'i tl (cy, A / % 1 ® 25. WD. POST - 4 ■ 8 \/ ,5 5J 'S S, 29 WD -'OS' - 6 1 B - BELOW 1 j 53 29. WD. POST - 4 ■ 61 e..: •.JA2; S N 3C WO � - 4 ■ 5 M - BE,06 - 0 EA SDE Cr _4 Brr I 6 / 30. W0, KING POST - 6 x 6 W/ "PC" POST CAP TO HDR A POST VE Q S] / p CONNECTION FROM GIRDER TRUS TO KING POST ( *- C 3' r_R BM (F. S») O CANOPY D AGONA- - VL, OR P S" B'A �/ \ ( - J '/ 2 a 16 - W/ H6u5414" 'C r_R By. / ©+ 31 O r r W0 POST EA. SIDE Or RF BM (REI) - SEE ELEV. SHT S4 ar ! , 3. WO POS' 4 x 6 - ABOVE / 32. WNG POST - 4 ■ 4 W/ 'PC" POST CAP TO RIDGE ABOVE k HDR. ' -(FBP2) - t1 BELOW - �1 I 5J1 �,r 3J wD POS' 6 x 5 - ABOVE 111 HJI \ 33. Sn. ELEVATOR HOIST BM. S I a n / 34 WD POS' - 6 ■ G - ABOVE 6 9E'_CW ,J / .LTJ I `c_' �, ® 7 n 1 _ I =i �1 � / < ;, / 2 1NT001 _ QI/ 1/ / (RTG04) 34. HDR. - 4 x 10 �I !e R 5) 2L I 35 WD POSTS - B ■ B w'/24' 50 ■ '1 DEEP CONCR. r'G. 6 ( i Oy1JS STL. COL. - TS 3 ■ J x i/4 DI R__ �� - �N II ^2 56 ;'� Q "CB" POS' BASE T11 - Ca. '3"',F9P51 7 35 WD POS' - 4 x 5 - ABOVE w r /////// //////////.///, '/ 35. HDR. •- 4 ■ 10 (MDR 33) f{ - - - 12 14 6 % /////! /!/(4/!/ ��!/// //////�% //!//(////// /J' / �/ � •HD hID 1.1D Iib � ! �-_ SD S5 SS � J7 WD POS' •- a . ti - ABOVE a---- 4 37. wD. POST 5 1/ B x B G.'- BM O CANOPY UTAOOrAL , 16 (�) -O- `, , '4.- „ 36. WC POS' - 4 x 5 - ABOVE �- 53 v S3 3e, WD. POST - 6 x 6 �e _ I C' l C �® J2 i 5a SJ S3 39 HDR _ \ 39. WD. POST - 4 x 6 4C DRAG STRUT - 1 3/ 4 16 M. BM i •� 40. W0. POST - 4 ■ 8 4' "HT22" PER DE'_ '/S4 ♦/11� I 41. WD POS' •- 6 ■ 6 `J , '2 M B 55 B 42 "HT72' PER DE'.. 14/55 \� - - ---- - C.� ❑a7 42. WD POST - 5 ■ 6 3. OS O4 i - S' SF 43 "H'Z2' acR DE'_ 10/55 43. "HTT22" THIS END R 2 h ❑ � I � � Y I Iv W HD _4> C 7- 0 (RTB1) 05 ; J W SS _-1 '.O V j 4 I t S3 TrP. S6 - sI sa ss - 05 0 �„ r :; ss Rll1 '1/ t 5 J' r .- 3 �. !ay /. /L 6 / F FID HDILJ AD D A+ D ---- _ _ ----- --------- ,_ V 's _-_ - la, HI H H H HD 1 HD. ,B s� Ss SC ISSUES & REVISIONS n�. doV._._. _.OtY�ll_ a 20-04 ''ERR 1 SUBMIT 1 10 08 R�4 FRAMi 4 PLAN LEGEND - -_ ROOF FRAMING PUN NOTES -�- FLOOR FRAMING PLAN LEGEND_-_ _ _ - FLOOR FRAMING PLAN NOTES Gilroy Office Building � OVERF11AMm AREA - 2 m O R.R. • ?4" O.C. - U.N.Q. 1, REFER t0 ARCHIT'EC"JRAL 01x05, FOR DIMENSIONS 1. REFER TO ARCHITECTURAL DWGS. rOR U,MENSIONS --•�-`-� "--- SHEAR WALL SEE SHEAR WA.1 SCHEO - SHT. St 2. A'.L HARDWARE CONNECTIONS ARE SIMPSON STRONG-TIE CONNECTORS BY SIMPSON HO HO 2. ALL HARDWARE :ONNECTIONS ARE SIMPSCN STRONG-TIE CONNECTORS B+ SIMPSON S'R' .0-11[ COMPANY - U.N.O. STRONG-TIE COMPO'Y - U.Y.O. •,` �Z y. _. _X HOLDOWN AT BASE OF LOWER 'EVEL WAt.L HD HD 9+f.AR WALL - SEE SHEAR WALL SCHED. -rJNT. St J. 2 ■• 4 w, ! O ■ POSTS, JOISTS, BEAMS. ! HEADERS TD BE /2 GRADE - U.N.O. K FRAMING - SEE SHEAR WALL SCHED. J. 2 x, 4 �, O 6 x POSTS, JOISTS, BEAMS. & HEADERS TO BE /2 GRADE - U.N.O \\ 4. LAMINATED VENEER LUM/ER SHALL K 19E, 2,000 P.S.L - U.N.O. 4. LA14INATED VENEER 1_UMBER SHALL BE 19E. 2.600 P S I - i,N.D Tlgard, Oregon ` `HOLDOWN AT BASE OF UPPER LEVEL WALL S. OLvE LAMINATED BEAMS SHALL BE " WO - U.N.O. Date: 20 SEPT. 20U FRAMINO 4 FRAMING tOSTOP OF �L S4L ALL S. CLUE LAMINATED BEAMS SHALL 8E 24VFB - it N 0 Sc�l�: A3 NOTED O. OIL STUDS 0 DOOR dt ONDOW9 HEADERS - TYP. U,N.O. 6. DBL. STUDS O DOOR W WINDOWS HEADERS - TVP U N 0 FLOOR FRAMING PLAN ROOF FRAMING PLAN N N V `� r4CjOF FRAMING PL1N o, Fh00R FRAMING PLAN ALL. FRAMING DIMENSIONS w/ARCH TT.CTURAi DWS SCALE 1/8" = 1* - O�� D L NOTE: COUROINAI'E ALL FRAMING DIMENSIONS W/ARCHITECTURAL DWGS. SCALE 1/8" � 1' - �" S2 0 GTUEVE A ROYCE ARCHITECTURE,INC 2004 DO'07 RpPRODUCT WMHOUT P`RNUB810N ,i.,rw, ..,.. ,. ,r.,.._t�.v�'-1••.,.....-., .,. ,. BMW'iJbwL:.P.Iwi.�IM9'1�Y1111�At' ., . .� "."''-.__•_„'.,. : ,. ": i .....y Cm rid ,!IIIIiI 11,. 'I;i I' I IIII 1111 IIII i 11 f 1111 , If ,U! III IIII Illl+it i IIIL! 11 11 1111 lill ILII tlil till Iltl 11111! Ittl I1 I I'llµl�Il tt'I It t IIII 1141 +III IIII !III'I!II ILII !111 IIII 11fI Ilfllilll Ilil'llll illi IIII II+I III+ ILII III IIU it k LEGIBUrY STRIP I I I I I I i I I I I I i I I t i I I j ! I,I!ulll,ul): IO I 1 12 13 14 IB 17 18 :9 20 21 22 23 24 25 26 27 26 2.9 30 '1 4 I I t 1t 1r�I.R►r�� HON, YO-V y. v t t1„ r1N�lIik11{�d'+RWd!YnnA+In , 7 if ` I / �JU IrI1lJ Jr M�.I�Iu v MM �.A MATCH SHEARWALL NA'L SPACING � ROOF SHEATH NG SHEARWALL LPT4 LPT4 DF 2x F uER BETWEEN architecture, 11rK 21 1,2 W DE PANEL 5 TYPE SPAC NG S 24'OC �. A 24 OC it Ta 18"OC ROOF SHEATH NG A"t SHEARWALLO MATCH LOWER SPEC F,ED C f_128100jCCC DOCK SNEA'HING 'S Y WALL SEC1(SEE FRAM NG NOTES) 'Russ WEB E J tOC I*A-LS TO BLKG tl1U N h�IVef $l, Suite 103 EDGE NA l NG -�' SPACE AT SAME / Portland OR 97227 ! 21 1!2'W DE NOIV DUAL SHEATHING AS DES GNATED TRUSS WEB S MPSON"L SSA PANELS�O NED W DF 2x F LLER (SEE SCHEDULE) _ t6o 8"0 C SHEARWALL BEL OW �— SEE NOTE 6 WWW Stueveroyce COM •RUBS BOTTOM CHORD LPT4 SPACING PER OF 2X BOT FOR SPAC NO) ! / SCHEDULE 16u NAILS�p a"o C — _ -- p 503 287 6404 DF SLL> T EDGE BCI'PLATE WI 16o NAILS FROM BTM PL O 2 X'OIST SEE NOTE 5 ONTO rOlb PLATE f 503.213 5909 /�•------- SILL PLATE F T PAC NO 10 MATCH SHEARWALL BNA L$PA NG • -"S MPSON"L.SSO SCHEDULE NOTESi - , _._._ FOR"8"THRu"C"SHE.R r•—EDGE NAILING (SEE NOTE 5 ON '2 X"BLKNG L_ WALLS LPT4 MAY BE REP!ACED T I - W.It6a NA.LS AT SAME H D SCHED; 6• SPAC'•NC AS 6HEARWALL NAILS � ANCHOR BO:TS ,--I--- 2 X STUD'WALL -- 2 X STUD WALL LOWER SPEC F'ED 7"MIN EMBED SHEARWALL AND HOLDOWN DF 2x F'LLER NAILING (SEE NOTE 7 FOR �-- NA i.NG PER SHEARWALL I SIZE b SPAC NG) 9hEA'HING SHEATH NG 6CHEDULF (SEE SCHEDULE; (SEE SCHEDULE) ��71 ..y CONG STEM WALL - IiIj /�► �— OF 2x FILLER BETWEEN C I� 17. Attic shearwa" Section 21IXW,DFPANEL Stem Wall/ slab 05 ��r L ��st� 01 ■`o�f p�r��t�r �HEARWALF.1 % 13. 09. p z�; N-FN04 SCALE 3W 1'•0SCALE 3(4' • 1'.0" • too a 6.0 C ROOF SHEA'H NG ISFE'YP WALL SEC I FASTEN 10 IOR END FRAMING W,' RF'R 13"W WEB 80 a 0 C EDQC'AND t000 NGtiN IPPt.%SHEAR OR OLK 0 STUD 12'0 C "F ELD' WALL AS OCCURS MAX 24"0 Cray E . Ox, AND 8LOCK`G a ALL PANEL So 0 4"O C O��EPO�P,E ' 16a�S'O C ED3ES VEav ��E�'E �." 80 4 3 CC i_ r u°EEt FEE6i� / EC DECK SHEATHING >`a OF T P DECK SHEATHING D SHEATHING SEE FRAM NO NOTES) ER GU SCHEDULE) �N fOkq �� (SEE FRAM NGTESI -� )SEE _ RAF NJ17 V _ 6 DOE NA L NG I (SEE SCHED r 1808 OC ,� w N / (SEE SCHEDULE) p EDGE Z X JOIST EDGE NA L t':(i -r' 2 X BLUCMG --7v7 I 2 X STUD WAIL NAILING G 48'0 C •• ENo�1{ •, SENO S MPSON'L850 S,MPSCN"LS50 A35 PER NOES OF I \ SHF.ARWAII SCHEDULE )SEE NOTES) (SEE NOTE 6 ON � \ e ,/ '- , H H.D.SCHED; �ENM��NCE ANCHOR BOLTS ( �/' PROVIDE OF 2 X 6 D,AGONAL V\5 ' 7•MIN EMBED 2 X S'UD'•NALL pA � IPROV DE.S' BRACE AT 4'•0"0 C WITH 1 S51)EA FNO E *VL 0F (SEE NOTE 7 FOR ABV 6 BELOW N� NSIZE b SPAGING) ALL SHEARWALLS) '- SHEA'H NG 1W NA L S A'SAMC SPACING PROVIDE TH13 DETA L OVw\`\EO ENO (SEE SCHEDULE) AS DES GNA'FO SHEARWALL. BELOW AT ALL OABLEB,'YP E g G F PCH CONIC STEM WAU a 14, Roof/ Gable Wall io. cMST1 Diagram 06. Perp. Joists 02, Joist/ Shearwall CC SCALE 3)4" • 1'•0•' a SHEARWALL ma 2 X STUD WAIL rq� !PER SPECS OF WAIL BELCWI �• ENOtf, 2 0 ENS 6HEA'H'NG'CCO•X PLY WO �\� ' 'NO- UPPER SHEAR MA'cI+WA I RFI rn\ ROOF SHEATH NG �.E E° • �/ 60®3"U C I WALL AS OCCURS lo- 9Pkaj�� -. �•'/'�"�' 160,x',5 0 C, N�Fq aUF N PLYWOOD SHEATH'NG 90UC BLK'G DECK SHEATHING SAME AS DESIGNATED 10ci NAILS AT SAMF NO0* DECK SHEATHING (SEF (SEE FRAMING NO E8) SHEARWALL BELOW C-0 / SCHEDULE) 100®6"0 C V*� I -4 X SLKN 0 0 PROV DE BLKO L850'S SPACED PER NOTE p OF F�J I / ABOVE b BELOW 1550'8 SPACED PFR NOTE 5 OF ROLD BL.K'G -/ 7.(M C All SHEAR WALLS) sr>F�pWALL SCHEDULE SHEARWALL SCHEDULE JO19T !.® SHEATHING ---� � �gS (SEE SCHFDULF) 2 X STUD WALL SHEATHING TO �M 2 X BLOCKING -moo-- EDGE MATCH WALL BELOW ?X STUD WALL O 2 48"O C NAILING -- .. (kPIN, �a? Upper Floor Shear Wall �N6S� SMPSENO-50 - "SMPSON"LS50 TRUSS'OP AS NAI.S A'SAME SHEARWALL . SFE NO'E81 (SEE NOTE 5) CHORD AS DESIGNATED SHEARWALL BELOW �/ SOL D BLK G 'TANCHOR BOLTS / ----- 7.X STUD WAIL � •. T MIN EMBED O (SEE NOTE 7 FOR SIZE b SPACING) - SHEATHING VERTICAL 2 X 4 r SHEATHINGt g�S SPA EO PER NOTE 5 OF ��N �N, CONIC STEM WALL (SEE SCHEDULE)of YWO rANE1, EA TRUSS SHEARWALL SCHEDULE E11,0EEDGE (SEE SCHEDULE) 2X STUD WALL MST72 Diagram 07, Parallel .foists 03. Moist/ Shearwall •PERPEND CULAR RAFTERS'* CMBT12.1 1 11$'■1'•0' SCALE 314" • 1'.0" SCALE s = 1'•0" tt SHEARWALL 'RU98 D AGONAL L T- (SEE DETAIL 12183 AND 19/83 FORA C SHEARWALL AT PERPENDICULAR.TRUSSES i TRUSS BOTTOM 10o NAILS AT SAME SPACING( _ CHORD i A8 DESIGNATED SHEARWALL BELOW 1 s CD-X PLYWD 10d NAILS AT SAME SPACING I ROOF SHEATHING AS DESIGNATED SHEARWALL BELOW j r - 2 X STUD WALL -- Br 1�l 3"0 C SHIN I% (PER SPECS .Vl RISS WALL BELOW) DECK SHEATH'NO ISSUES & REVISIONS (SEE FRAM NO NOTES) D Udte 2 X STUD WALL -__.-- (PER SPECS OF EDGE NAI,.NO SHEATHING TO WALL BELOW) T --- I SHEATHING _ ----— NOTFti SHEATHINGTO I PROVIDE PIYrVD PANEL EDGE DIREC:TLT ABOVE OR BELOW`RUBS D'AGONAL MATCH WALL BELOW MATCH WALL BELOW (SEE SCHEDULE) 60 2 8"0 C --- ? CU'PLv�YD FOR CL 08E F'AROUND TRUSS TOP 18oNALSa4"0C B BUTTON CHORD&TRUSS D AGONAL EDGE NAILING -4•" -2 X BLOCKING ®46'O.0 --�--- 3 PROV'OF 4 X BLOCKING AT Al t PLYWD PANFL EDGES WIDTH OF RLOCWNG'0 BE SOL D SLK'G rte___._--EDGE NAiLINU 1' BIMP90N"L860 W'0t3R't/AN TOP b BOTTOM CHORDS AND Y W DER THAN DIAGONALS VERT DIM CLO,Jolt. -4 X BLKN'G L S50'S SPACED PER NOTE 5 OF ALL SCHEDULE )SFE NOTE 5) LS50'5 SPACED PER NOTE 5 OF _L ANCHOR BOLTS I L 4 PROV^DE AJS 1?'0 C BOTTOM CHORD TO TOP PLATE SHEATHING - 7"M N EMBED -�- -- 2 X S`UO WALL ROY SHEARWALL 9CHEDlJLF. (SEE NOTE 7 FOR I Co 5 NA t PLYWp TO 4 X St OCKING AND VERT'CAL 2 fl /W.SAME NAIL SIZE AND 9PACNt3 ISEE SCHEDULE) SHEATHING � T (` LF.•"_ AS SHFARWALL BELOW (SEE SCHEDULE) 2 X STUD WALL SIZE b SPACING) SHEATHING ~�- 2 X STUD RAFTVVALLERS 19EE SCHEDULE) 6 SFE DETAIL 18(;POR OPTIONAL 4"CE SHEARWALL.A"BUSSES PARALLEL.RAFTERS - I;C`N:' � FL.4.MALI. BUILDING 20. Attic shear Wali Trusses 16. Extension/ (Roof 12 Extension/ Roof o6 P & B Stem Wail 04. Parallel ,foists '----•-�cr, SHEARWALL _ Tlgard, Oregon 9/4"■1'•0' Perpendicular to Trusses N.FND.t SCALE 314 a t'-0" ALL SCALE 3,4. • V-0" Date: 20 SEPTEMBER 2004 Scale: AS NOTED STRUCTURAL (DETAILS L 8%EVE&RCyCi APCHITECTURE INC 2OU DO NOT REPRODUCE WITwOUT 1111154111141981014 en , CM )III )III )III II LEGIBILITY STRIPnIIIII� �I riliillil� IIIIIIII � IInIiiI �IIIIjIIII� 10 111 112 13 1'4 16 17 IE) Ig 20 21 22 23 24 25 ?6 27 210 ?0 30 f r i � HON) 4 1O0a • WIWL U 111,11LI111111111111 40 IN0,11 1111" 110 11 4.. ., .. .•, ,. ,. : . .I . r. ". .._,...z_�..��_.,..,...,.W.r.__......._..wa..uriunr. ..__..�s11....e•...>ra`..i.:..,..,m._...:�...._,..�.,.....,..�.....,.._.�.__.�._...__.._-..._..�........,_.1.-_-_..._...__..-.................._._.,�_. __.-._.._.. _. ....,..._._.....,.._.__.___�.__.__....__-._—....�._ -- _ �........�....._._.. _, ._......_, - -.„.. .... - r r{ '4 I I SHEARWALL SCHEDULE A� b�� HOLDOWN SCHEDULE _� _ N��' architecture, Inc. _ -��-�� _ ) r� 1. "F. RH. P-NAIL' - DESIGNATES A �PANEL INTERIM. 'f?A�-Y 6 A3U7 BOLTS PARK MIALL COvEA FASTENERS REW�S MARK HOIDAWN FASTENERS I EDGES sTUOs ® SHADED AREA, PROVIDE 15/32" FULL ROUND-HEAD POWER NAIL // / UPPER DESGNA'ED y/3r A r A eZrA iTAP1lF C. • o C oN-a O.0- No SPECIAL CONNECT BTU � TO MIN. APA RATtD FLOOR SHEATIi'G 2. ALL E�TERIOR WALLS MUST HAVE wt BAR CON- I /�/�'�/ SHEAR WALL RA TED lwrc .1 ■ 7 •• O.0 1r O.C. SUITAf l SUBST. FOR NOLDOMIN 11R JS1/BM/BLK'G W/ 801 COMMONS O 6" OC O ALL 1g 32' APA-RATED SHEATHING AND DE'AL DEMONSTRATES 0.131••. F RH P-Nat 'STHDI4RJ' (38) 16d SINKERS / REQUIRED N tao • 4 O.C. PANEL EDGES & PERIMETER, 0.131 - x 2" F. RH. POWER NAIL 3,`CONIC SLAB ON 6 M1 NTENT OF CON' LOAD •0 WAU,O. NAILING APPLIES TO EACH ANCHOR BOLTS A ' aw. •• o.c •• O.C. SLOE as wAu_. (EDGE (7) tad COMMON (32} 1601 S+NFtEk5 12" OC IN FIELD. BLOCK ALL (OR EQUIV. FASTENER AT MINIMUM MOISTURE BARRIER ON PATH TO CONCRETE FD'N AVO MAA OR 1r ( CMST12• • ) r„ SEE SCHED FOR SPC'G W' SGRE I NOT AEW �. LONG NAfLS AT EACH END "HTT22" 6 SIMPSON 'SST924' PANEL EDGES W/ 2 X 4 FLAT. 6 O.L EDGE NAIL'G SET FLUSH W/ _ _ 4= -ter 44 .+T architecture,. inc. 1 � ' JDiS7'- f/M16Ei2 /„t/.V. �o u�p,4•T�cr�/ ('/M +t s�aN A C 820 N River St Su to 103 W mscd"d-KO- • 7 See Oe",A/c � � t SrIaR /$ U 7'' 8'' Portland OR 9727 0 PERPENDICULAR a /w�, r� 01+•?x/oP7 2 s7 I /3 7 8 mvw.stuaveroyce Com JOIST ra¢er�,r G.IT eobt ►•Mi L �l` 3 S7bg f >/s7t100cstc rr tires q, I p 503 28 7.6404 1503 213 5909 ') Rfi'✓� � Sc ye �T / /�lST7Z Foy w�9f' .y� Y -___- . aw,v,� a�-�•��,,,./, ML,� 2 /( p / r.Is r.� r J 42 f3P�rdyE*/.> � x 3 SCOT TT//�,^ _�..! ,1f W4 ro,`a �� s�.l'd.A7' ca H;�.� .v f� ✓st a 4/ 4o.0 . 2 X•�i N7' MvD!/LL W,/ I W/ �1 'Y Nw2i,� T -1'& h. -Ai o5. Top of Wall Detail s,A � �/t� y �• N,O SCALE SMfRrc r' 6,0 si�hd.�j�lt� �w✓si�pi�/•�G �'bo'yclf t�' .r�•a � � •. � --- ._ .— �- _.-- _ - __ - �'- R.oi9r�reso C;1(,v/C. � .. .err,,-.�' ,.. • f�I ML - - TS Z Z 0,V C 'W/4e ` pit/ S' t�Ht✓ c. `F- ��CoM I-fsT 71 �i.?x ro S.-2Yp �� —�—• .sem-�_~,�'u �` N — --- ._ - '�'f 1>r -,7r.+o w/Hr/?2 c 91f Ire • 1._.. aq 5. Age .S" [. 1 " � QS,•�c��2r�ao .�, c''�.�.^ir►�.� ,awl, ° S-*� �•✓o cast MG 3�.r 7D.01, A)n/4 -err 2r- 1 C A?,o 0 1o• Strap Detail 02. Foundation cc NO SCALE >1 16. Strap Detail NO SCALE �- _ PROVIDE 16" MIN THICK I —�Zl FREE DRAINING CRUSHED II ROCK PROTECTED BY _ NON-WOW.N FABRIC I�' (FULL HEIGHT Of' WALL EXCEPT TOP 12') I I REBAR 'N' LAP 48' A II � W/ REBARM' INSTALL I� BACK FILL PRIOR `` tr� S/fir /1036 -e4 a 10• o/c TO INSTALLING I i f BACK FILL W/ 2" FRAMING O TOP J I FREE DRAINING LP 00: WALL t1 •r GRANULAR MATERIAL i i /rfSTJL I �/ '' REBAR MI' \ I I 3\- DIA. PERF PIPE I( I _ W/ FILTER FABRIC �I• REBAR 'O' I TJ'/ t'�/ELDsJ�Lc" ��' f=L,•��b� '• INSTALL SLAB BEFORE j" �G�C I BACK FELLING ---7 X 6 STJ )S @ 'e . 0. ^� r • • SEE FRAMING PLANS FOR BEAM SIZES i CLR 11. TJ1 Joist to WF1 fix • H, 2K,a ,%-s,� o • fit+ =1c." �. 1/2" EP 04 O 10' O/ X . JOIN ( MAT L. • —CL'R. - / W/ S1/''� • +10 SCALE O X./a"A'4 f 1�Sf,W12e OqW jAAe-*C�,44e Rn1FESF pICK C W2 EAPRSRCONC. SLAB OVER .0o,-r 7 8 MP FILL ' ' ISSUES & REVISIONS 1 „no, date by check CqS7rAZ.e4 0'/40,/6! .4T' - ```— RETAINING WALL SCHEDULE ' � '�� UAaC2 �Lca� .Q.�re�..a-7i�i.+;� (1) #4 TOP & 41,4/= — T .. ., air rr sr�ti�os ° j- H W A C" B BAR M _ BAF? MN 8AR .O CONI 00 S OM + \\ \� \\ o• 5'--4 g 10 10 �-4 O 18 o.c �4 " O.C. 018 0.C. // ,,/ /,i // // // G I L R OY i T `+� � ' C • 7'-4" 8" 1 -�3 1 -3 3'-2' O 1S" O.0 4 O 15" O.C. O 18" O.C. �4 VERTICAL �i \�\\��\\�'\\�\\ 41172Z A 8' O.C. _(4 ® 48O.C. lea 1 - - - 9 OFFICE FFICE 10 •-4 _e 722 -2 5 -0 3 O O.C. 0 18- . 14 O 18 -O.C. It o \ BUILDING o �e � � \lZ'Y 8/ Yr 3"0 a7- bOZ �01 // 3 v` �x / --cam L-oA/e� s7�2r/°S Tigard, Oregon -__-- �� ► ,¢�- �,� ALL SECTIONS: CONCRETE Fc 3000 P$( F _ £GAR GRADE 60 E P 40PCf' Date: !.0 SEPTEMBER 2004 LEVEL.BACK FILL ONLY Ht 1-0 �.� _ }4r-A 1�a fog r Z !. q Scale: AS NOTED - - -- -- _ . i� r.4 ._.._.._ _ SEE FRAMING PLANS FOR BEAM SIZES STRUCTURAL DETAILS 14. Elevation 1 ? Floor Sheathing to WF 07 Retaining Wall 04. Foundation detail No SCALE �•^'•----°--'---- NO SCAT " •+ NO SCALE l I (� / ,L3 C BTUEVE tl ROYCE AgCp'ITECTURE INC 2001 :M NOT REPRODUCE WITAUT 441018AION LEGIBILITY STRIP C 1� 4 5 6 7 10 1 1 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 c9 �O r' �t I I 11 1 ON a"I v z ° N . . - -.�,��;��I� �1�1��' �� ;{,��±��I,.�:��,l��.i.a��.�.�1�it.Il.�:IJ.IL�.�Ii1;1-i��l��Ll l�I►ll�!I L.I L I I I�I I I I r I I J I I tl�I�i I I I�I I I I►I I(i I t l I I I(,I I�� +,ice .w . lip,... Pr - .,.,... .1. .. .. 01040 - s ivy , 0. 000,*00,0,0 • - •.,- -4 Map ��Pi . - archit• 820 N River St, Suite 103 Portland OR 97227 www stueveroyce com �'FlYD S�6.IC pw // x, VFR77GA L Pu Tom,` p 503 287.6404 S/GLS' 1 503 213 5909 - t I 1 70 r' �_ -"-LL-- < �61,%a 4.,Wl /� 7 ro �--- w/�}lj 3✓�y6,�3�5^ . Ile -- O1r71' ,41dO 7a A4 x I( I s'�PPoeT �� /) 8�k /2 MAK' J 5;4 5/Bu 1S l SASE 112/��C /.Z,r/ro fRo s�.°,�2T- �-9 E.✓.o � � �s r,Cq, � �.0 .2, /l00.'7lotli�FL t'•tiT -v�T' S�yc:4+RIo ,� _�,� D f•b x c. PasT r'if P..�D aP SL 6 b 8 l -8�-0�' �1to✓ice ePc• e- 7bOO Coin Detail ,o. Conn Detail _ 02. Cut out for Duct � C� r NO SCALE NO SCALE >1 v GKST/'i�X ,b E,crr�►! Sl�P C.✓o«P pt � � �+ /Vq/G ream Tz) 740 oP4/�- -7-,Ur e -Z-,e-4,P 06 r - ne Ps2ovla.- 40-2,r J '�a.✓7D SG sS G ,F�sr C/OP �a./i�f b�C•w�/�r I K4/L Ty /�u ST h/� I -Y.A/L T► ,9oTfDrf 4111" \ /a-7n�.t/G-r e /��'/a•G �• -2 3"oG 1 . ' 1. i ,/ r,,&# nrA/� arrrri�x -1.e-�� .✓.✓rc/�ewd' r3��T 4P 7r `• 13Y o��)C.t 1 y 1 oc,ZS/ o� Or2x ,+wo \ Boe-r m PQsr ►�� _ ,M—` C?> a'4�'f�A a.2s , - ,�iPo�1.,�,c ,0<„onl,�-� , /'mss' .e• • Cf�o,�o ,, 33y''� 1-- C,f S7-,'flk 34+ " s- ,�,� ,ham- -� P5L colt/•1c 3%x /b Ia�nrA/�f e/z'yr a 0,• � 1 /� , I t 3 r ' /ti , opoS7 AT ' ISSUES & REVISIONS �X 7CQi✓OOY D/�q�0.�'i9L Jlo. data by check 01,E II - -- - -- -- - - -�. ; SYS'!•/i(fe s7X41` I' C Hs r,141 Je s7.�fQ 73 (x y�// 36 o.dT M� 3 ��/� .sF.�•Y f _ i _ NAlD�e./ y' o.0 • 36" a✓n 7v /0./,. 1/4se/w y C. G I L R O Y y O'X/,Z A - _ �• OFFICE a`.+g - -- �� 7�T)IL / _! str c,M✓D'°y �4,•!..✓� ��' - BUILDING /ti!G 3 2 •� /� �, . '' _L pyo s y rr RM /�/ 7-�vJ Tigard, Oregon 5 --� ,75 22 CAAc K ML 3 2X/G 47- 7►G S jX (o /PST Date: 20 SEPTEMBER 2004 NA^� o" ,pmo Scale. AS NOTED I STRUCTURAL DETAILS 20. Conn Detail 12. Framing at Mouth Canopy IS6NO SCALE 04. Framing at Canopy Diagonal N:D SCAir I `f4 II LEGIBILfrY STRIP CM 12 14 16 17 16 19 2C 21 c2 23 24 25 26 2 r1 . +oI o • N ., yt a 25X YY J TRW- Tilw lool .i ,;, . � 11r11,4,�1k�I,J 1�1, . �1J:��.l ,l,J.tJl.�Ltt;i).J�1�4 t�aJ,►��I-�.l,lal.a J.tl.tll l,l(.��i.11,1.!�1.(I�,111.�.1��l t 1.►.1 t i i.l,t:l I.;�(�.i�I!I!a l I 5�1� ,1 J 1v ti y. 3 ^ ,VSM 36 6? 72�f' N'^ I pE'o��/JC '✓�jr x �7� ,c/?sib r�fllt / r ¢3 Z5 ,Ao 4:r3 19rk � 810 N Rwer S!, S,,Ite 103 II Portland OR 97227 Aw� � �, www stueveroyce.com W/ p 503 287 6404 '�� 8 t 503 213.5909 a , , I I � lice � /�✓vr � � - 4 , ErvO i,% L9.4c 0IF'�14(5 S7' eoe f 3xi2 Riare age Iy S/,t' eq doe, s ae.t.Y �`> r,/�a- �� k'( � 05. Truss Connection Plate of . Upper Entrance Framing14. z ► R 2. !I i (2) 3/4!nr:S :rxlwe ! ,Bot 7-7 � eA ,rwc 0.e I X R4 Yk)O OP ,_y M�.✓. �� tYsr9.�✓�' • woof' %. _ tf zwe,C svLG. 4 ! ��i�///1/ Q�irl�i . • - sN FT.yicl6� � DF 2x $ pv,Cci.r/J �` S.�P • rte'/ X E C4 1 I -A(ire 12 o.C.F. c.,J, &e-73 Cto ,VK 4AC i I rG 5� D Pix T� S Dttx�,clS- O ; fix$ • �� 341Z ,eAfT 1Z-- go lk - V 67w Sx B Po57' - 3,, \ . - HZ. s s pG hr F,� tO 10" , \ Re�Q 9S ii �/C POST- g4sL` /Yiry \� ` PiPoY/oC' S/�ri x 4 <,,,�6 �pUS DIV 4< x lnls� To 4< ti i��>��• '7s �S 5�7�/.t0 �E'G!a TY/•�C.q L � w/ OisDur. y � •'►> Gx S it/uri' ��rs�OPs �ii'FS�7' �1's,PI�Q•o �b Cl.�.�,C Y��I�G 3'sc�5��/.6aLT �2 )�5� y� Ta/.e� ,�l a QTS Fftir ��0 DFax S o Bio i3c.ACKi�. 7' »• Elevator Pit lo. Truss/ Bean/ Post Connection Tru-nu CannectiCin Platg oe. Upper Entrance Eave >1 � �•� N T S N t 5 ,• -♦ S7 8 � • 6 S7 • S7 's��crpx it ' ♦� • , � I ♦ ♦ r ' ISSUES & REVISIONS �/Y / ,, �Ni° L+c rp • moo. date by , check-- to --_ G I L ROY OFFICE k k � E ��r•r r .e�'o .?y • vo m k � , ✓ n ;�� - m BUILDING Co pw Tigerd, Oregon S 3 w Date: 20 SEPTEMBER 2004 Scale: AS NOTED 9 STRUCTURAL DETAILS . steel Beam Packet _ (m Truss Connection Plate o4. Upper Entry Truss j ; + DO NOT REPRODUCE WITHOUTPE�M1800N 1 r , I STUEVE•ROYCE ARCNIfECTuk' INC.1004 N T S v T g l FIGUS11 !'i Y CTRIP 1 ' -• HOkI .gt nz ' iUlllillii ' , 4 d ' f .. .. .. ,. ...., v. -. - �'� :. ..,per, 1 s' I i I A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide - - / See Trus Joist frarrur s Pocket Guide for Product Tradertwrk infamatlar TAPert VW7 BIocMng Parti H2 ► i I Rml IAl Al I ' ' I i 11 1 - A9 16., I I I j r.✓ 5 3/16„ i I I AO �- - --- I H1 I H6 I I, P'S / y w W W W L W III I Trus Joist `?' T `�1 T T rife board I I qj l I I I I i A3 _ -{ — - -- A2 - - Al I i Web Stiffeners — -�__- j ! H3 8" diameter maximum hole for u: B� �l, �L uL, I �1, ,I, �, ,�, ,�, BBO required each i W, W .+r r� u W _ i1+ W 111 u_ W u, side at E1W ll�y" 2L°joists, 6" diameter I T m m T +1i T rTt nit 1-i rTl^ rr r-� rr r�t rn r7 n rn rr rr rp r-H3 rn T E / maximum for 9'i"joists o,for I I H3� I H3� I 1 H3 I T I I blocking panels less than 12" I 1 + i I H3 i �.% long.P"!cut flanges_ I I I I I I AS Truscist r m board,;closurf. i I I I I j I I ' 16" ' I i I I 11 A7 A6 1 - -+- -�-- - A7-- A6 I A7 i , I I 1 i < H7 H4 A+ Al I Al I 1 :L P3J ►L M T T 1 -+ Rmi 1 I t R 1 I H1 i I I ' I I g I j I I Rml 1 E_ _._.. ....,,_.. - 1 i I N .•r.. . Rml Rml I I �, j I < A3 F-- --I E1 i I -- 4 - i ) J01STS MAY BE OFFSET •!- 3" HI FUR PLUMBING CLEARANCE I E 2 ) BEAM CALCS ARE PER QESIGNER I I j OF RECORD NO ADDITIONAL CALCS WILL BE PkOVIDED j I E -�- -- HANGER LIST - Simpson _ -Tis Company, Inic.0 3 ) BUILDER TO CHECK ALI. JOIST I _ _ �A4 E I Plot 10 Qty Product Label Top Nails Face Nails Member Nails Notes I LENGTHS BEFORE ORDERING i 12" O.C. H1 38 MIT3516 4-NIO 2-NIO 2-N10 ! I .. H2 28 MIT3516 4-10d 2-10d 2-N10 4 1 tP ISLE JOISTS HAVE NOT BEEN I 1 I E----,.---- _ H3 -74 MIT3516 4-N10 2-N10 2-N10 PRt;VIDED UNDER PARALLEL WALLS BUILDER MUST SPECIFY j H4 17 w'PJA+vi E-- — F1 H6 1 f 006Zr JCB COMMENTS S ) TJI PLOTS SHOULD BE REVIEWED E + BY ENI OR DESIGNER OF RECORD E-- H7 1 ��c.k.cfi' DIVERSIFIED CONSTRUCTION BEFORE CONSTRUCTION BEGINS LEVEL NOTES E - Ha r Notes: STEUVE d ROYCE ARCH GIL'�OY OFFICE File Name: 2310-RI JOB TRUSSED _ _ Level Name: 2-Diversified, Gilroy E— __ A10 JOIST AND BEAM LIST 1 j I I Hl. Al2 -- - Plot ID LtnQth Product Plies Qty Plotted: 8/27/2004 11:36 CREATED BY H2 C<ml r— - - - Uesign Status: 13MC West - Al A3 35' 16" TTI 360 Joist 1 2 2 Diversified, Gilroy. 8/27/2004 11 .32 20285 SW r.ipole Rd Aa A2 34' 16" TJI 360 Joist 1 21 P O Box 1349 A3 26' 16" TTI 360 -foist 1 4 NJTE Level desiqn times Indicated above provide Sherwood OR 97140 A4 23' 16" TJI 360 Joist 1 42 assurance for proper leve; stacking. 1503.925-9663 A5 22' 16" TJI 360 joist 1 10 Design Methodology ASD FAX: °,503-825-4613 A6 19' 16" TJI 360 Joist 1 3-1 NAILING REQUIREMENTS A7 18' 16" TJI 360 ,joist 1 7 Floor Area Locdinq Is: WARNINGp� A8 17' 16" TJI 360 Joist 1 35 !Posf Live Load and 42 psf Dead Q Partition Load SYMBOL LEGEND A9 1 l' 16" TJI 360 jo;st 1 10 Operator added additional loads Note from CGverotor Julet+ ire ur stable until traced laterally TJI® olein�t bearer Two 8d(2Y2")box nails(1 each side), 1 Y;" A10 8' lb" TJI ;i60 ,joist 1 2 1 --� Maximum Dist Deflection. ' Araclny Includes minimum from end All 7' 16" TJI 360 ,joist 1 11 T Point Load ' " ^ Al2 6' 16" TJI 360 oist 1 5 1-/360 Live Load DO NOT allow workers Bloc anels rlm olst or rim board to bearlin I ftc:_ k L/240 Total Load to walk on joints until DO NOT sh,Ck heat la TJl*blocking panels or rim joist 10d(3")box nails at 6"o c P1 6' 3 1/2" x 9 112" 2 OE Parallam PSL I 1 Line Load materials on±msheafhed Trus Joist nm board: Toenail with IOd(3")box nails at 6":,c or P2 23' 3 112" x 16" 2.0E Parallom PSL 1 1 TJ Pro Ratinq Information. braced WARNING h0rES jalsts. P3 11' 3 1/2" x 16" 2.0E Parallam PSL 1 l Weighted Averoge: 58 Arco Load 18d(3Y�")box;,ails at 12"o.c Lack of pro,"r bracing during construction can result in serious r.ccidents. Under Shear transfer. Connections equivalent to decking nail schedule P4 7' 3 1/2" x 16" 2.0E Parallom PSL 1 1 Lowest Ratinq: 46 Berm By Others normtil conditions if the following guldelinrrs are observed, accidents will be avoided. P5 15' 5 1/4" x 16" 2.0E Parallam PSL 1 1 Hiqhest Rating: 74 Rim board,rim oast or closure to TJI a Dist: I mstsa vi piochup rangers rim 6oarAe Net ren Glued Q Nailed beckinq is Required Detail Caliout Label 2. iasis at�.I .pot era sutwa. 1%,"µ7dth or less: Two 1 Od(3"1 box nails,one each at top and -- -- Direct Applied Ceiling of 1/2" Gypsum is Required (Ste Framer's Pocket Guide) F a.t»en.Dern+eryr„dscA(snesthingi ,y1hd to the Ant 1 kM\�loab at the eM o'the ha>or braced and waP bottom flange Floor Decking, 2:!/32" Panels (24' Span Rating) 2'/,6"thru 2'/,-"widths Two 16d(3Yz")box nails,one each at tap and ACCESSORIES LIST 3. 9erRty sUat Anted 1rt1(mbamlxn)mutt M•+silent to p lanced end well a fhMthed area bottom flange Required Bearinq Length in inches 4. 91 gasnnp motif be MO(Mr1r neaed b eaM T.A + r 3%"width Toenail joist to rim oist with one IOd 3")box nail each Plot ID Length Product Plies Q Non-Residential I.Pvfl (2000 lbs concentrated load leer be o e aAdrtbnot bash can ba pieced on the svetem 1 1 ( �l' (Adequate bearinq has been provided if side of joist top flange requirements for, standard non-residential floors hearing length is not indicated ) S. Elae a grwlevre•eCvre tout imee c,"t><xn me t�and l•otlam'tsngss Rml 16' t 1/4" x 16" 1.3E Timber5trond LSL .1 16 have been considered for reaction ) 6. T)te l;+st 9nngsa must mmarn streot wtthm a towance o• %,rrrm true 8;"er4 2x4 minimum squash blocks: Two 10d (3•'1 hox nails one each Bkl 1' 1 11/16" 16" TJI 380 Blocking Panels 1 Normal O C Spacing in 16 at top and bottom flange. Bkl' 1' 11 1/2" 16" TJI 360 Blockinq Panels f. 1 P 9 Standard Block; Bkl• � Bk2 9 11/16" 16 TTI 360 Blocking Panels 1 27 ►t9 Shl 4' x 8' 23/3;L' Panels (24" Span Rating) 1 146 "Unless nored otherwise Bk*, Random length blockinq panel cuts FOR THE TJ-XPEKT WARRANTY Bk, Blocking panels: Pm Rim Board - Layout Scale: 114" = 1' SEE FRAMER'S POCKET GUIDE — '— -- --- -- TJ-xpert 6.39(26891 C6.1S 06 36 36 35 P6.3tt LEGIBILITY STRIP o 1 Ipmm. cm 2 3 4 to I I 12 13 14 I6 I , I'!j 19 U 21 22 23 i.:4 25 26 27 28 it til ''f HONI B lUY JI wifilddihill"4w Y.. i 25X , N. lm I �.. . e. ,..•, t:; r9 NAITM`Ih''"11T5�r^,�Ii�AAI�t,, 9,.�ll�RAwnll�IatF4;baywMaa i?•. A ,T I tilWoltl, lilt ( 620 N River St, Suite 103 Portland OR 97227 www stueveroyce Coln p 303 287 6404 f 503 213 5909 I I it 97'5"0 - 477"0 _ 49'1 0"0 w + y'4 LU h r A to co m CD m V , I ra•. �' •4r,. ( 10 ) B2 - 10 B2 P N a = v 4112 Vaulted Ceil,n0 orill _ 3.5/12 Vaulted Ceiling o , 4p A3 Varity baarin (9) THA29 (9) THA29 0 A3 Q 13'10"19 HGUS28-3 i A f Ile • !► C1 �'� 13,471# C1 r E1 ♦ � F1 � , 1'8"0 + C1 ,C3 C1 v t EGE FGE . Q, C1 �+ 4,4.,8 , � � � , � I a _ CN N a+ o oIon Lae— 6/12 Veult)ed Ce+ling �- � �E I w C 1 13,200# ��► '� CG 2 i nl Sol 47'5"0 7�_3'Zg 19'4"c) 371 191"0 —":;p - --------------- --- - - _ _ "__ SHOP DRAWING APPROVAL Customer Name: Project Name Plan #: -Building /'� BMC WEST THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF .Divers.ified_Constr.ucti o-n ."_ G I I roy Office 1 ICG B U I ld I ng TRUSSES AND VOIDS ALi.PREVIOUS ARCHITECTURAL OR U/L D/NG' MATERIALS OTHER TRUSS LAYOUTS REVIEW AND APPROVAL OF THIS Customer Address Tom Clark SdoAddross7305 SW Beveland LAYOUT MUST IF RECEIVED BEFORE ANYTRUSSES WILL Tom Clark �t�► BE BUILT VERIFY ALL CONUIT,ONS TO INSURE AGAINST I Site Phone M Tigard, OR TRUSS DIVISION CHANGES THAT WILL RESULT IN ER rRA CHARGES TO YOU Office Phone Pitch ;Overhang Date Job 0 V DIVISION � - 9/12/ 12/12 : 24" a 9/12 9/17/04 403149 20285 S W. Cipole Rd. Aporuved by Dere ORIcA Fax Calling Pitch Loodin Well Soler Plate site Drawn By Sherwood, Or 97140 3.5, 4. 6/12 ' 25- -0-15 2x6 KF Phone# (503) 925-8787 Fix# (503) 825-4575 ISSUES & REVISIONS GILROY OFFICE BUILDING Tigard, Oregon Date: 20 SEPTEMBER 2004 Scale: AS NOTED MANUFACTURER'S ROOF TRUSS DRAWINGS TDf� 2 l LEGIBILITY STRIP _ Ipmm.l�m J E E `a 2v 21 22 e:3 .:4 25 2 E 2 . 25X L+1 ,b W I!" 111 1111-1 , n . . r oa I 1 AI oa+ I-1aI I till I'I III,III � I�► I,�,I,I I wir'1 " .I, JII r ,.c': , ..,.ami,..-,..r✓.,.r L M,.,,.. ,. ow.e...b,i E, .. .- � d..7, o _. 'k. IP' .' , r