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7357 SW BEVELAND ROAD-1 ;F i' x> �l "1 �...��.. �.�_. .._..�.......�...._.... .ti. ..�.....� ... o.. ....._ __...,.�.�...�... CDF110E COY CONSTRUCTION NOTES A. GENERAL. i ALL PUBLIC IMPROVEMENTS SHALL PE CONSTRUCTED PER THE &-PU:ABL.E SECTIONS OF THE CITY OF TIGARD PUBLIC IMPROVEMENT UESK;T•I S i 1NOAROS; CLEAN WATER SERVICES (CWS) RESOL.UTiCiN AND ORDERS FOR EROS" ---- CONTROL, SANITARY ANO STORM SEWER (R&0 04-9); AND TUALATIN VALLEY WATER DIS MICT SYSTEM STANDARDS. ... 2. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON 111.E q9� ►� DRAWINGS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE �j►'�y ..� PROJECT IN AN ACCEPTABLE MANNER. ALL INCIDENTAL WORK SHALL BE FSG INCLUDED IN THE UNIT PRICE 89) FOR THE ITEMS OF WORK OSTEO IN CONSTRUCTION P FOR Q'CA THE PROPOSAL. ANY ITEM NOT USTED IN THE PRO,'OSAL IS CONSIDERED INCIL]FN IAL, 3 ML CONTRACTOR AND/OR SUB-CONTRACTORS SNAIL HAVE A MINIMUM Of DARTMOUTH ST ONE 11) SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT AU MIMES DURING CONSTRUCTION PHASES. 0 4. &L MAIERIAL SUPPLIER(S) SHALL SUBMIT 10 THE ENGINEER PROOF OF Z MATERIALS) TESTED W ACCORDANCE WITH THE SPECIFICATIONS. BY ^ ! ACCEPTANCE OF THE CONTRACT WITH THE OWNSR/DEVELOPER, THE ��, CONTRACTOR CERTIFIES THAT ALL MATERIALS DEUVERED TO THE JOB \y� PROJECT SITE 511E OR INCORPORATED INTO THE WORK WILL MEET OR EXCEED y ePECIFICATIONS ANY MATERIAL NOT CONF(,RMING SHALL BE kE►AOVED AT NO ADDITIONAL COST TO THE OWNER. tt rST 3. CONTRACTORSHALL VERIFY LOCATION OF' ALL UTILITIES PRIOR TO1 REr � BEVELAN BIEGINNING CONSTRUCAND D NOTIFY THE ENGMEER OF ANY SIGNP CANT DISMEPANCiES. UT,uTIES HAVE BEEN LOCATED FROM & UTILI Y IMPROVEMEN S \ AVAILABLE RECORDS AND MAY NOT BE AS SHOWN HEREON. CONTRACTOR \ SHALT. NOTIFY ALL UTILITY COMPANIES AT LEAST 48 POURS PRIOR TO BEGINNING EXCAVATION. 6 CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER M.0 T.C.D. STANDARDS FOR ALL CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC R104T OF WAv. 8 SIREETS AND STRUCTURAL FILLS Ai_L TREES, BRUSH AND DEBRIS THAT CONFLICT WITH PROPOSED IMPROVEMENTS SHALL. Of REMOVED AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERNSE NOTED ON THE PLANS. 7 ALL AREA., OF CONSTRUCTION SHALL BE STRPPED. STRIPPING SHALL CONSIST t?F REMOVING THE TOPSOIL HUMUS. STRIPPING MATERIALS SHALL BF GISPOSE.O OF BY THE CONTRACTOR, BOTH ON-t.17 AND OFF-SITE, BEVELAND OFFICE BUILD N TY MAP pNECTED 9r THE ENGINEER. I ' 3. EMBANKMENTS OR STRUCT .IAL FiLLS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO 1HE SOILS ENGINEER AND SHALL HE UNIFORMLY CDNOITIONS TO WITHIN t2X OF OPTIMUM N S. kAOiST!JRE CONTENT. FILLS INTENDED TO SUPPORT STRUCTURES OR PAVEMENT SHALL BE C ACE LIFTS NOT TU EXCEED MEASURE. EACH UFT SHALL BF. COMPACTED MED TO 92 PERCENT OF MAXIMUM 0EPlS1TY AS WTAINEO BY AASHTO T-180 COMPACTION TEST, FOR FILL IN TIGARD, OREGON PAVEWNT AREAS, 11HE TOP 6' SHALL BE COMPACTED TO AT LEAST - 95 PERSENT RELATIVE COMPACTION. FILLS SHALL NOT BE CONSTRUCTED ON NATURAL SLOPES STEEPER THAN EXCEED TWID HAORIZONTOIL TO ONES VER VERLL TICAL OCK OR "°AR MAP 2S--1--01 A8, TAX LOTS 1604 & 1606 IRREUuCiMj MATERIAL WITH A MAXIMUM DIMENSION (NEATER THAN 12' SHALL BE BURIED OR PLACED IN ME Flus. ( CASE RLE NO. SQR2003--OOg16 i'. SPRINGS C`R GROUND WATER ARE ENCOUNTERED DURING CONST'RUCTIC N, THE COP-TRACTOR SHALL ADVISE ME SOILS AND CIVIL MANEER OF THE CONDITION FOUND AND COORDINATE HIS ACiIVITiES IN A MANNER THAT WILL AU.CW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF ME WATER IENCOUNTEK0. EXISTING IMF-'I.�RViOUS AREA = 9,194 SF 4. MOCK BASE. ASPHALTIC CONCRETE PAVEMENT, CURB AND SIDEWALK. CONSTRUCTION SMALL BE Ns A,MD IN ACCORDANCE TiE40W.RERNCESPInC SECTIONS NEW IMPERVIOUS AREA = 31 ,207 SF SYMBOLS LEGEND fir► C. UTIUiIES 1, ALL PRIVATE UTILITY INSTALI.ATiON SHALL CCWORM TO THE PUBLIC IMPER'',IiOUS AREA _ 730 SF — APPLICAUL.F_ PORTIONS OF ME CURRENT ;MFORM PLUMBING SPECIALTY CC,r,[ INCLUDING OREGON AMENDMENT,. TL. 1604 iMPERVIOUS AREA _ 13,924_ SF SILT FENCING 2. ALL NDNMETALUC PPIINt; SHALL NAVE AN F-LEC�RICALLY CONDIICTIVE TL_ 1605 IMPERVIOUS AREA = 16,55.3 SF CONTOUR (10" TRACER WARE (119 GAurE, INS''Le TFD COPPER, OR HEAME.R, IN APPROVED COLOR) INr,TALLED IN alit TRENCH FOR LOCATING PIPE IN CONTOUR (2) I ME FUTURE, PER UNIFORM PLUk SING CODE. R-O-W �. 3. ALL TREVCH BACKFILL WITHIN PAVED AREAS AND SOF'WALKS SHALL BE STREET CENTERLINE ----- — ----- _ _— COMPAr;TED 3/4" PROPERTY UNE -0 CRUSHED ROCK. BEN..%rH MARK SANITARY SEWER 4 THE CONTRACTOR ;MALL NOTIFY CITY OF TIGARD'S INSPECTION SECTION 24 HOURS PRIOR TO START OF CONSTRUCTION (503-639-4171), STORM SEWER � _ d ti;ATER MAIN _WW 5 STORM SEWER P!PE SHALL BE OF ME SIZE NOTED ON THE PLANS, CITY OF TIDARD Bm #252: SM iTARY LATERAL e�. STORIA SEWER SERVICE LATERALS SHALL BE 4-INCH PVC AND STORM LATERAL SHAjL BE INSTALLED AT 2X MINIMRIM SLOPE UNLESS OTHERMASE BRASS DISC IN CURB, S.E. CORNER Of' S.W. NAM}�T1�t�I tQC� SOF NOTED ON THE PLANS. MARK ALL LATERAL E'IOS WITH 2"x4' STREET AND S.W. 72ND AVENUE. �.`�QE. W N Fff SANITAR" MANHOLE Q S MARKER THAT IS LABELED TO INDICATE DEPTH. :.ATERAL PIPE \ �t6C+ fF,Q �f� G SHALL BE WHITE IN. CALOR. 154703 "!jam STORM MANHC t D. CONCRETE ST-Oft SEWER SMAI1 CONFORM TO ASTM C•-14, CL 3 OR Ei_EV: 222.84 `4,,,� f/ WATER VALVE ASTM C-76, CL N AS NOTT C ON P,.-ANS, 1� 0 0 C. PVC STORM SEWER SHALL 1`0 ASTMI D-3034 AND ASTM 789 OREGON FIRE; HYPRANT (T-1) WITH RUBBER GASKt:TS. d. CCoRRUGATED POI.YF.THYLENE SHALL SF r%MOOThED LINED. ` Y WATER METER EOX Y{{ CONFORMING TO AASHT0 M-294 !A ASTM 0--13411, I,L 'C'. 9,4 9, a. CORRUGATED ALUMINUM/SPIRAL Q.5 v-iPt (CAC') AND COUPUNG � �N M (ATC►' BASIN BANDS SHALL CONFORM iv tHE PEOUIREME:NTS or AASHTO M-196 STREET UGHT AND SHALL BE I6go MINIMUM. COUr,.MIC BANES SHALL OVEGLAP RENEWS 6/30/05 ONE FOOT CACH SIDE OF THE ,JOINT. JOINT EW)'; TO HE 'TURNED OUT , I. DUCTILE IRON PiPE SHALL BE CLASS 54 CEMENT 04E:D CONFORMIN(a TO ANSI A,21.51, IMM PUSH-ON TWE JOINTS. SPECIAL INSPECTION REQUIRED p. CATCH BASINS S11+1-1.1. BE OF THE TYPE Sa•iIDWI ON THE PLAINS. State Of O!j13n 8trvctufal clalty Cadet L'. SANITARY. SAN SEDER EWER R C ME SIZE NOTED ON ME PL{WS, P R E O AR E D FOR: � Concrstto end Relnfor+tlnq SMeI O. SANITARr 'iEW01ER SERVCZ tATERAI.S SHALL 8E 4-INCH PVC, Alm SHALL BE iNSTALLED AT 7X MINIIIIUM SLOPE UNLESS OTHERWISE NOTED CIN THE PLANS MARK ALL LATERAL ENDS WITH 2'y4* O Softs installed in Concrete MARKER THAT 15 LABELED TO INDICATE [IEPM. LATERAL PIPE SANITARY I�� SHA~ N GREEN IN COLOR. D PVRUCTiON E3 Special M�oment•Reslating Concrete Frame,C; STARY SEYIERS SMALL CONFORM '(0 ASTM 00AS11M 789 (T- 1) WAIN SANITARY ER GASKETS. RtS ❑ Relnt�ming Steel 6 Presthessing Stael Tendow ',FAl.,.. C. C0NSEINER SHALL (TONE ORM TO A*--114 C-14, CL 3 Wti°.ti RUHt►ER GASKETS CONFORMING TO AS71A ��© S r M ORCHARD STREET Structural Welding Y. WATER UNE 'SHALL BE OF' THE Silt. NOTLD ON THE PI..AJv (�, V� o. DUCTILE FV,'N PIPE SHALL. BE CLASS 52, CEMENT LINED High-Strength Bolting CONFORMiN1, TO ANSI A21.51, WITH P1,5144-ON TYPE JOINTS 5' , ,� fI b. PVC PIPE '4iALI. OF SC" 80 )�✓"''i>�0� `,u C. FIT *4G.� ' IaALL K MF(NAP►,OCAL. JOINT CrMdfrss04(W; TO ANSI LAKE 0 1IVEG0, OREGON 9703 (593) 293-1226 ra :Structural Masonry ,,� prLJ 0 Reinforced Oypsurn Cor,tete d. Ai.L *All R UNE SMAGES TO BE INSTALLED BY THE WATER r DISTRICT (X)R)VACTOR TO COORDINATE HiS ACTIVITIES WITH _ O Insuial!ng Concrete FIN THE tXS7"(T FOR "NSTALLATION PRIOR TO PAVIING. a ALL WATER PIPE SHALL HAVE A MNN:wNaM 36' OF (()'VER MEASURECI O Spray Appli4d Fire-Reslstive Materlels FROM FINiSHED GRADE. W,,w-NE.. B3 E ALL CES, tIENDS, F:LP.K)iA"s s.k0 CHANGES IN DIRECT T1 CIN OF MORE C] Filings, Drilled Piers and Cals:ons THAN 11 1/4 DEGREES 5:iAU. B5EC1ifl.Y TNR.:!51 BLOCKED iN''_1r-�SF '1�VfIG.K M5 : k-"- USING 30POMCO Ar;aINST t+N; 5 UROED crete GF7UN0, OR APPROVED ALTERNATE. SHEET LEGEND G. HYDRANTS SHALL CONFORM TO AWWA C- 502 Ah:l toAU. HE O Special Grading,Excavation Nd FiRln AF31ROFD MATODISTRICT. A UPON COMPLETION U lSTALlATgN OF TNf wATLR SYSTEM, ALL. PREPARED BY: O SmokA-GontmiSystems LINES SHAL E FLUSHED ANO DISTtITD IN CONS(fMAVCE WITH 1JAIKTlN VACLEWATER DISTRICT STANOARfS, NUMBER D Otht � , _QN war I *A" UNE M145TRUCTI V SHALL COMPLY WITH REGULATIONS O .iTATI. ODARD OF 1441T4 TN AMD THE DEPARTMENT OF ENMRONMENTAL ��, I ��. QUALITY REGt►ROlN(;vZW TFs4 LOCATION ANO SEPARATION OF WATER " +++ 1 TITLE SHEET LINES ANO :SANTA AR. ER IJiIC j COWW" AIR' RE;,EA,SL AND VAQjUiM VALVE SMAU. BE Ak:n 1a�111 .' W E NTS E RO� GRADE c.*, Pp�E RAISES 15573 S BANGY ROAD, SUITE 300 2 SITE PLAN, SIGNING & STRIPING PLAN Awtin t.GWAAKTt1!4 ONiF PIKE' DIAMETER OR MORE. b CURBS MUST 9t !IN Pt.ACE PRiOR TO INSTALLIOG W:'TER MINS, ,�!'PRQVAL t TI"BE ""ESS " "R "P°W-D. 3 GRADING & EROSION CONTROL PLAN a.. E W GOOREGON ��0 5 (503) 968- 65 4 PARKING LOT GRADES & ROCKERY WALL PLAN i. MNWIC.AxT CHAM(XS TO THESE PLANS b4UST 8f APPROVF.O BY UTY ' 01= T1GAItD AM THE ET�NEER PRIOR T© OAPt.E.A1EMTATION. TESTMIG OF STORM SSI:*" ANU SAMTARV Si WR TO LIE: RV .ACCORDANCE S R&O 04-9. 5 UTILITY PLAN & PROFILE 2. COINiRAC;TOR M /ICrXW ALL R11.00KO P£F►AI1TS BEFORE MOWING iN TW K0.11: !aIrmy OF rAAY. P?v DFFEI�1tFD SprinkM6 DETAILS eMtAlnico P �� EL ^ � /f - _ che.ntctl AtFROVis(I PLANS °T ! V FlumM+I PCLVD9 UPI-ATTAf'llirg: ��i t; MCIFICATi(NN N(go Eitceric� ' Tmw t3nli;Ow t 2:$TRUCTU1tAI.CAI,( OTFCIII RI Pok I 814,op UI' wiaBll �bitFlSC MWII HIEN 1 S 6$4,40 ,51.4 " A0 " It 5' v� 71141()4 cm OFFICIO COPY 7,1 ' � . }. :, ';:r t L"+'.I +.�i 'i 't t,t ^11 • i I �'i� �1'r/fMY.tk�Y9a'C+�VI°•�" +"91A0.�L..:.aL7Axi:, 159,;9T:�' '•Q�� ..—.�..,r. ,.r. "Rymm A� r-W +O 10 ! r I� IM 23 »?4 21 2c 2" 2r� 18!L4 3t� • 251 !, w 01 �u r'u , r .. .. y... .- k :I .1 dP \ MINIMUM SI' ANDARD ,��EOPRo`F�1' U� ANG NE, / LANDSCAPE COMPACT PARKING STANDARD PARKING 54703 SINGLE - DISABLED R E R � 0 N BUFFER _ SPACE AISLE AISLE SPACE SIDEWALK 6' 16.5' 14' - 12-14' 18.5' 6' RECo1r� ---- -' PARKING SPACE ro , � 2.Oz 2% �� /N M. VARIES VARIES ' 2.0% �a'�"umv a k ___ _ -- .- �� `— R'NEWS 6/30/05 �r"r' -ON20-68 SIGN _- ,9 _q__ r n �"....� -_----_ (:ON C:Fl E T E v .: Aoki vlw SIDEWALK ,TANDARD _ --OR20-60 SIGN r ,� - -CURB RAMP wr cuRI3 I � b OF 2"-0" C.A.B. __J WARNINGDETECTABLE ' 2" OF 3/4'-0• C.A.B. •• ACCESSIBLE .ROUTE � HERN4C) Q _ ___ 3" OF A.0 PAVEMENT, CL 'N (TWO LIFTS)_ . . . . . . -ORzo fs6 J PARK' , mj_ .-A • PARKING NG L, a •� NTS r � � Q � INSTALL S I'REET LIGHT _ `./ Q 25' FIBERGLASS POLE W/5' DIRECT BURY cr i ,� SEE ARCHITECT PLANS FOR DETAILS Q J rn 12 P - WHEEL WHEEL -STOP) '� 3©' T'f P. � = z I Deo (TYP,) � w �____• ___ SEE L/1NOSCAPE PLAN I _Aj � rY Q = 0 (V PAINTED 4 _._ - BU RANO ISLAND to STRIPES T / ��-' _ - PLANTING z y .i __-_ 1 18' x 12' TRASH do RECY(�JNG kNC� RE U � �N 2 TYP, -•J _ INSTALL 6 CIAU wAll W 1b GA w � SEE ARCHITECT PLANS F(�t WALL � � � I ---� r - AND LAYOUT OF ENCLOSURE do DE��JLS -- �_ -- � to o 04 .... LANDSCAPE e,D r _•' SCAPE _ 4.0 10 0 2u � 00 I 1 -- _ BUFFER C C 2 C ` '. 1 , fs• xy-1 c ` -._ 6.w' — _ Lid o cid � C t 2 •`" "_ -._, C CQAAPA -----__ L"� J RECIPROCAL EA T FOR , - r 1: II LACE' ----- _ INGRESS S �dc EGRESS, NATE -- a.. 2B' STANDARD 1 �'$, 16 I ` C C. 1 RECIPROCAL EASEMENT FOR � � 0 to 24 fain. STORM SANITARY. AND PUBLIC 1 _ INGRESS do S PRIVATEJ UTIUT�' EASEMENT OVER ENTIRETY STORM do SANITARY, AND PUBLIC 1 OF PAVED PARKING LOT AREA UTILITY EASEMENT OVER ENTIRETY v THRU LANE MARKINGS �.w OF PAVED PARKING LOT AREA C `' -_ 5 STAND S%>. M U TCD --- 26' O co CEs , 4TANDARD I ,, w C7 In , ACES 1 I I a• 1 In WHITE STRIPING AND PAVEMEN 1 STENCIL REQUIRED 1 a aA I PARI f� ao 24 SPACES STANDAR PARKING ,,, �, STROKE WIDTH ON SYMBOL IS ' M�w1MUM t =- - 8. ' x1 �� M ' C% sP cis I t - 1 24 COMPACT SPACE'S -- _____ 18.s GLUE BACKGROUND AND BLUE PAINTED CURB. OPTIONAL s � 1 • �IIIHEEL STOPI � '�__...._ �_, 1 22 STANDARD SPACES ---- - ------- ----------•-- - --- .__._ ( p•1 ••; � 1 2 CARPOOL. SSIBLE H SPACES / _ �' 2VAN-ACCESSIBLE HC SPACES �'=� 51 TOTAL PARKING SPACES I 6.00' -..... CAR,AMPOCN 1 PARKING SI!f�+i - -- 1 IJANJICeP_- ;'h TIL , I J PARKING SIGN 28' h ""'------- BICYCLE PARKING ,� ~ ad SEE ARCHITEC S PLANS THISSHH- T /� IN ALL 5 M -- �-cV--INCLUDED H T 1 CYCLOOPS BIKE RACK / _ cv J , REQUEST HANDICAP 2 i 70--5, OR APPROVED 1 t _`4 r�'ARKING SIGN i � c ; � 0 F STATE BUILDING CODES DIVISION 1 EQUAL 2 HC;SPACESZ 9- 1_.I V I S I N 6.001 0_107, /" 9.0 x 18.5 / NOTE: I n bndkW brae do0 ttM%7 4''x '� �>>� W/� 8.p' ACCESS - ALL PARKING LOT MARKING AND SIGNS I q� `— :,,z�•� - � }'ko d �� SHALL CONFORM TO MUTCO. SEE FOR II W �Kl p mm Ccxmtr.S'mh 1`�' `. � 1 DETAILS. /{yT /► 4.3 �77 ry PARKING SIGN 6.00 � o a'flim.. --•-_.. -0.02 L --- - cr, � -- , TRU1NGt.E ' f W / WIDE WHI L E STRI E / A _ \ x 1 01-5, O.C. W 1 ~-- — Q ' ycr PERPENDICULAR SIDEWALK RAMP DETAIL ' � O 6 w p 1M�Irf1kwv*V cow •\` I \ J I w w w k o1alr r._ o mGuom AIR RAMP ��z' �•,� W TRUNCATED DOMES _ �' �\\ � SEE DETAIL, SWEET 6 1�I'{,,nON A-A --- fr SECTION A A — \, \ BICYCLE PARKING < z CUM&31DI:1M ��. _ _ _\ •� INSTALL M , C OOPS --'- VVtTH _ � �'+I-K �. \_ -� � BIKE RACK 2170-5, OR � ry Q... APPROVED EQUAL �� \\ 0. 'ACCESSIBLE HC�UTt" \ - _ " >CURB RAMPz w ' • •' • w w w - \ h N CIO ham- � —r —~ -2Z, Slopfs - r^ z over- eI";tire � J Porkin�) & ! _ 29 I 7m z vtsl® area \ , i C� `--- 17` not�h��tf a�: s Qvfw entk-e Jing �,`\ . � _--- - __ _ _- - _--1 a C � & of sle area. r1 _ T ,._.__-__._-..._..._..,...ems_.,...._..-:._...,_..._.... -• •.- ....... ...... .- _..--.._..-_..:-..,_„_.,.Y_ ND ROM ;I III i,v :, II i. ILII ► Iilli.l I I , I' I ' ;�I , y 7 h�rA .. 1 r T r ,.:, , } ,.' •t :..,-... r 1fillI! III I II ►I t VIII II II I t'' EGt�I. 13TI� 10 anl,.l cm R 1 , 1 d i !i4 t If§ Top 0 1 2.2 23 24 25 2Q 27 2� 30 NJ►t +� . .., ., , �, : .., .... .4 _ ., r*nsmNu'aphw�l4>4�F�#�f�'"S1"; ';F?'M��1`M"!'"'",�"'"rh'""""'"'1r,','•"'.. - r: .x 1: r r; u i.,�.'..,,'a` a�. ..,.fit{I �.:.:;,a i .t.v r; '1.'>F�4 , -;Ian, S".': .. ' 1. 1 1• Y . - ,F ..,. l 1 { .., 3 F ti 'Lt. . 5 il,,i k ,. i. dam.. _ �1{ ..... +��i F1L , _rlf.. r Via ,_y �; ..�' .,,. .., .a . 5.:� ., ,, ",, ,<. :; :.': ,• .;5p.. , '•rti • v'Y;Y'; ,.l - ROSION CONTROL NOTI1S _ � � N � D�fff�� 1. CONTRACTOR SHALL "STALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING 703 1 CONSTRUCTION (ANY TIME OF TEAR) PER THE 'EROSION PREVENTION AND SEDIMENTATION � 54 CONTROL PLANS TECHINCAL GUIDANCE MANUAL" DATED DECEMBER 2000 AND CLEAN WATER SERVICES DESIGN ANP CONSTRUCTION STANDARDS, R&O 04-9, CHAPTER 8. 2 APPROVAL Of THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOf CONSTITUTE G 'PR ANY R PROPOSED PROJECT DESIGN ELEMENT. AN APPROVAL OF OTHER 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION AND RENEWS 6/30/05 MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEP.SURES, IN ACCORDANCE WITH LOCAL STATE, AND FEDERAL REGULATIONS. 4 THE IMPLEMENTATtCw OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, z REPLACEMENT, AND UPGRADING OF THESE ESC FAI IS THE RESPONSIBILITY OF EHE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION, AND VEGETA TTON/LANOSCAPING IS ESTABLISHED. THE DEVELOPER SHALL BE HERk4L� oo RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE sOI�J,5 THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY PARK FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING; THE CONSTRUCTION PERIOD, NO � - DISTURBANCE BEYOND THE CLEARING LIMITS SHALL 8E PERMITTED. THE MARKINGS SHALL BE MAINTAINED BY THE APPLICANT/CONTE ACTOR FOR THE DURATION OF CONSTRUCTION, DITCH SURFACE WATER , _1 O AWAY FROM SLOPE FACE 6 TIE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION W11H rah \ `- 1 ' 1'1"J ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT �� \ 1 ` `'- C ) �' < Ln Q SEDIMENT AND SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEU ROADWAYS, IEVEI A&K A_OPE \ �• � � 12 \ ` , � � � O U OR VIOLATE APPLICABLE WATER STANDARDS. NO ROCK SMALLER THAN: \ R H 'i BUFFER-VIIAL.L-- .�. \ 11,_, Z w rn 8'I - LEVET BACKSLOPE 4 ' 1 i O 7. THE ESC FACILITIES SHOWN ON THIS PLAN ARE T}IE MINIMUM REQUIREMENTS FOR D 12"I - 2 1 BACKSLOPE \' �� \ \ \ \ \ I LL j l 7 ANTICIPATED SITE CONDITIONS DURING CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL \ O BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE, 1 MINIMUMt ROCK 1111E '\ F- ' � ` \ -\--_ -- _ w:�r1U FENS � � \�l,�{III/, � \ � `\ � -l� c/T Q Qr D/4 - LEVEL BACKSLOPE \ I I �/ \ \ O 8. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS D/3 - 2:1 BACXSIOPE \ \ \ \ ��j�r ��\ �/ \ \ O U NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. H 4 \ `' / \� z U 0' p t V \ �\ w F Xcf .\�'2 �„ 0 20 t G� r' O u 9. THE ESC FACILJTI[S ON INACTIVE SITES SHALT_ BE INSPECTED AND MAINTAINED A MINIMUM NON--WOVEN Fll IE'1 FABRIC ■ �`` /yam I q IC W OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. (FWRVEX 150 OR PRE- \ C "DE tCu'. pF iaLOP I ` 3 3 a) APPROVEfo EQUIVALENT) \ C J r - - ► ,r J V) CV 10 AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE BARRIER \ \ \ C C` C i -- ~ - ` X co ^ HEIGHT, OR ONE FOOT IN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE %, `f' w \ EXTG. SE DECK _CON - \ i I qt Y o LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATIONNS SHAD. NOT FLUS I 1"-O" CAB { INE C / X i \, ui SEDIMENT-L11DEN WATER INTO THE DOWNSTREAM SYSTEM \ t _ _ Z- _ - XTG. CON R 710BE SLS � � \ � � � 11. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION PERFORATED INC PIPE \ �__. .--_ MOV AND MAINTAINED FOR THE DURATION OF THE: PROJECT. ADDITIONAL MEASURES MAY BE 6 -Q" - TO WEi3'HQLF M CURB ,) ,� =- REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF �j� \ �( - DEC INE PROJECT. I — "-" — • 0 _ C EXTG. BUILDINGS ��, �` 12, STORM DRAIN WEE fS, BkoNI., ANU AREA DRAWS SHALL BE PROTECTED UNTIL PAVEMENT H/4 - UAL BACKSLOPIE `� �� / SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. LEVEL TOE SLOPE H/3 - 21 BACKSLOPE - /`j' h 7�ovmj-,,, R, ;ERY WALL-- y p \ ' �y -''BEr.. SHEET 4 ROCKERY 13. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. ROCK.FRY WALL DETA IL 14. PLACE GRASS SEED OVER BARREN SOIL; 80/20 BLEND OF DWARF PERENNIAL RYE AND NTS ) \ ` \ - r: \ I ROCKERY WALL r CREEPING RED FESCUE, MIN. IOOf/ACRE. APPLY 20-10-10 FERTILIZER IN ACCORDANCE \ ` ....; K St`E S11 4 .7 O �n WITH SUPPLIERS RECOMMENDATIONS. SEEDING TO TAKE PLACE PRIOR TO SEPTEMBER IST -- Hou \ r VLn UNLESS OTHERWISE DIRECTED BY CWS OR ENGINEER. r - _ LL v : 1 13. IF THERE ARE EXPOSED SOILS OR SO4LS NOT FE,LLY STABILIZED FROM OCTOBER 1 THROUGH �! - 4" R I D M _ O APRIL 30, THE INET WEATHER EROSION CONTROL. MEASURES WILL BE IN EFFECT, AND SHALJ ` �� \ I 6' HIGH BUFF WA a INCLUDE A MINIMUM 2" THICK STRAW MULCH OVER ALL DISTURBED AREAS AS AN ALTERNATE N F T WEATHER MEASURES. SEE THE EROSION PREVENTION AND �_ SIE SHEET�4 � O TO SEEDING OR WE WE ER E FLOW �SMIMENTATION CONTROL. PL�INNING AND DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENTS ` 16. SEDIMENT FENCE ADJACENT TO INTERIOR STREET R.O.W. TO BE INSTALLED UPON COMPLETION Is' UVF.RLAP OF BAGS \ \ � ,._•, 1 � •� 4 �l�ocli` OF STREET CONSTRUCTION. SEDIMENT FENCE ON F•ERIMIETER OF SITE TO IN PLACE PRIOR IN, �y��\\ ` �pALL , ' r TO EXCAVATION. o ��AN VIEW `�� __ _ ` \ EXTG. DRIVEWA 17. THF. DEVEL.OP'ER SHALL REMOVE CSC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. --Flow INSTALL SEDIMRruENT 1 18. NOTIFY CNS INSPECTION, DEPARTMENT AT (,`►03) 681-4444 24 HOURS PRIOR TO ANY WORK ON SITE, DITCH BOTTOM - E+ ( • v� 1 19, WATER QUALITY FAGUTY TO BE PROTECTED BY USE OF JUTE MATTING. USF 1/2 INCH OR _ 7( --- YP) ` `\ XTG.SMALLER MESH JUTE MATTING IN UPPER ARE ANO TIGHT WEAVE MATTING IN HERBACEOUS ZONE. ''} • , ` _ \ ��-�` a ' '� TO ®E� 0 -� ROCKERY WALL —- 7 • \ -� SEE EE 4 \ \ T TUM I DITC IH NLET -�. ..., � \ � Z�s_ E�.� 220'MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL � � "1 II_ \ N BIRD _ PLac�: Qw-BACs ----�=--gin,.. '�.- \' � `�'.. �,�• \ I� -� , ` { � � - ` AROUN0 NEW INLETS , _ '��+-.� --` `� ti -T \ w>< `'�-__.._ - \ \ /�� i ` \ EXTG. CURB `;, ; I•� �n I J V AS DIRECTED. Af INLET �t. � _c _ - or �f \ „ �-\ \/� \ \ ^EMO D 1 t \ REAAOVEO� ST LXTQI LJ ;HT R W 4 �` I _ T�0 REMOVE) Z A r } • �w�{(1w (.'URB '�•�'-�-_"��- _ �� i!i � '" � ►. - \ '~ R-25'WN IR CLEAN PIT RUN OR ?.'-G GRANGE - •�` +� !•p ��•. ''f AREA DR/�N ,.EXTG, UTILITIES TO W s cr �-� �a BE RELOCATED BY a -i SUBGRADE REINFORCEMENT ♦ �-- 1 1, \ ■._ , GEOTEXTTLE• AS REQUESTED �' ,.-_-- \ =`\ ` UTILITY COMPANIES n! ca " ra TV E REl�ii O AGE A a i �,/ \,•/ `�" 1. ADDITIONAL w1EA?J4c1..` 64UST BE -� \ UATCH 862N CONSIDERED DEPENDING ON SOIL TYPES. — \ , �y! _ �e15 N1` - 7 a- MIN 7� 2. BIOFILTER BAGS SHOULD BE STAKED MMERE �• - -s,, t �� ,� F'RAV_`jcL ,� APPLICABLE USING ((2) 1'x2' WOODEN - __._ • I DEPTH STAKES OR APPROVED EQUAL PER BAG. ERY C'1z_�r1� I',1, (��)NST U(, IC) a , 4+ '� 1 \ E S r w4 I QISTTRRUCTIO 1 R `I Irl UN RANCT INLE41 IRC) 1.�C,T10N DETAIL �� -� MB � � PARKING Z NTS NTS �� I 101 .� \ \ _ \ - �� 1 0 ENTRANCE. PER ETAIL -� \ \ \ _.\ p N .� Ftl,1EN FAHIttC MAfE:RiAI. � F1L1E.R •- USE STITCHED LQO�S I sl �\_ � � \ r M.M.. 36' W A. ROLLS FABRIC \ QW_R 2% 2" P O-5TS THIS SHEET ` \ -- -__.--------- MATERIAL CD a .._j v01 1 Q I 1 HUGHT cK Fll.t ! 2 J ' �..r• TOP OF ►-Ill I c� r _ 1 «� r n F-•- - _ -- �'r• _-_-. - dl I (2' t11N Jk 7u' uAv.j \ \ \ v _yac.__:=_i v s STRUCTURAL FILL `` \ '� \ IT •� -/ 5' % 7 ...___- +5 MAXIMUrA SPACING ~ _ '-. IAF I '� , st i 0 AS SH6�*�N �___ / � �AN a c) FRONT VIEW SIDE VIEW aRAaNc ,�--� ---''� I � �`—=�— N T'r_._..—_- NTS / � � (�'�- - \' �` 1 ` ►- AWAE FENCE q ASSUR>< SOIL IS TRAPPED NATURAL SLOPE 1. BUPti' SUTTL*N OF FILTER FABRIC 6" 2' MIN. DEPTH �. SHEET VEP IV ALLY KLOWI n NI'SHED GRADE. � " —.-- 15' MIN. - �. 2. 2 w 2` FIR, PINE OR STFE1 FENCE POSTS. DOWNSLOPE KETwPKi INWRLOCKED +U• SR'rcHED LOOPS TO BE INST1&LED 2'x 2" POSTS DOWNIALL SIE OF SLOPE Ggnr't,rNT IS AFiO ATTAN T VIE NUS: WFIERE THE NMT'aRAI SL. r't: IV 4. COWF'ACT ALL AREAS OF FILTER FABRIC OR F1 ATTER BENCHING I> P:01 ROAPRf D i 4.1 TRENCH. CAN NOT BE PLACED ON COMPREC1A&,.E. OR 1)F UNSUITABLE MATERIAL SEDIMENT FENCT DETAIL STRUCTURAL Lt I LTL DE'T'AIL N 1'S N TS �. , a I —off . 11111111111111 1 t, i S I I! I ' ,i; t' y *kiPcat Irl w a'N LEONWRY STRIP IIII�ili111111111,11111111m�tlll 1111 III t! (tl I 1 11 I� 4 a 8 9 9 O 1 . 4• .: I I ( + I am.!c B t O � t 2� 23 24 2°3 2l9 27 2A 2'9 '�;3 ,r, 4'i i' ky�7a=�ausrwn� Ia' c'nk, A .rI 011� r r }t� a ': iy iTUTFE t r,. C G : .... ..: _ .. .,. .. �. ,�,t, r✓~c� ,#:t- ao , t CMI. g f i N# I J +1 t. .,.�„i ..:.�.}.:: �.,3 �'!ie�a:. I',.'.,• ..��,'�.+l�.lw��!4 r t, a ... ... f • 't a r l i �.y I i Ar r G y. r. n� , Mk ...' -. -. OF Wild!: . . . . ..., a r, s Whill, biwo'm Aim Mk= p1l am ., .3 r 3' !p*fit.• N� 54703 IN M. RENEWS 6/30/05 z � ER MaHERMOO so /A � o PARK .� 6' HIGH BUFFER WALL 0 121 �f SEE ARATEcrs PLANS O L_ _FOR MATERIAL AND DETAIL � j (TYPICAL) 1 i Z 1 _ TAW 22e 1 3 Z 8w 223.4 R A PA (!Nu = O ---.__ �J ROCKERY WALL __ ISLANQ TREES 6' H R DESIGN BY OTHERS i Z IX � BW - 2 i ENO 6' HIGH BUFFER WA W � Q TW 228.9 - _ Pw - 228 � Z ► 1,66 TW - 234.6 '�- -„" Z Z C1 U 20 10 0 1.0 tw 4 ..,". 20 100 u cr o '_ ! w 2 322. Q 0 O 3.74 � '-•- w C 2 775 _� -�-.- ` C �..�_ ,_ _ C C C r C C C 21 5 i _ ... .,...•.,, ---- BEGIN 6' HIG�•I "FFR WAu_._ ._._ (; r ` ^ .�,�� " "�..•-....� N 0 cv ��2 3.66I `�� is (, aJX TW - 227.4 ! C. 1 r I-�� > q* Y N) tt t �.rT 44� FS 221.S0r '�-- � 1C C C C C ` C T � 4. � 111 C FS 122.99 f BE CdN F C C C C C TW 225.0 C C � ui 0 � J o _T�.�3�.. � 71 _��•y �� +❑ ! � If BW 224 0 C C '� is 222.e6 `I. I 22? 71 FS 222 84 T .o t 1 ` 1 Bw 223.0 <-�,�'n w 22 1.5 1 f"5 222.80 � �-` - Mov LE M CHANIC EIEGIN ROCKERY A 1 a F 1 1 �"`� 1 TC 223• K 8W 219.6 ' / N0NG SCR IJL�- Tw 221.5 ROCKERY WALL R ERY Y TW M E < 221. 1,62 TC 2-2 E1w 221.0 PE AIL. 2 S IC TALL 8w 225.0 Is-J22 26 ' 9EGIN 6' HIGH c of F 1 F FSS 221.76 , 22 YD F5 ? } F,?�7 � 3.' ❑ I OF R WAI z , I SHEET (�) T t o w 222.3 + 4 3 I i �;•,4,,. 1C 223.60 W2" HIGH " ! I f fl w 218 0 W - 6 Q I;F`21310 ( EW�AIUIV�i SHALL HANE r (C� • T M �r r TW TW 235.6 V ❑ • , y♦ 'l - tIb i 5 N RMIOIA TE RAILS OR AN 1 _U 7 1 - [CJI F i 217.46 ti� 1 +• OkmAMI NTAL PATTERN 5Ut?e ew 214.0 F 22,. 222. 1((� ( THAT AN OB.CC'I 4. 0 SH&L 1j-XL -_ 5.74 V NOT PASS fHROLiGtI " �„� , �+ S 7 T 46 1J.2 �„ '� I W Z2� REAAQVA � � C_l1 .96 � �� a Q s Ir Q = 1.SR� ?1 T 4 3♦ + 8' HIGH BUFFS WAS. li 218.0 1 ' O C/MECHANICASCREENING y <L' 'r i. s OW ., 216.9 _ .., / � fj VW 22-1.0 I co S \ 2--,I `� Tw - 222.9 - t - ,e v� 14) Me 7 cv ! "- "'' END ROCKERY WALL W^ V, _ -_i � 4 \E ROCKERY WALL_ TW 222.5 1 ,�^ - __ =�__f L c Btu 216.6 TW 224.5 BW 222.0 - - 59 UPPER F r 224.5 TC '4 65323.88 8w 216.5 8 214.4 6' HIGH BUFFER WALL - 3'S_ rC 14. TC F` 5.4 ILANGRAiL5 A TW 1 1W 2ioCKER WALL BGE -F 2265 wA 21385 ; _ + // 2, 7..S C 3t 4;09- "�- i FS 213.75 T "Fj 6' ru g DUFFER WALL F STAIRWAY _ f 1 BW 214.0 � OW 222.0 BW(W) 226.5 F7.i 213 ''ti ! IND RETAINING 1r TW X17 O - N R 1c R �c 1 tlt M I T 13 93 .8l FS 213 4J "` i B� 213 O A OW 214.0 I I Tw�-- 226.5 - 232.3 [W 225.0 Y f 213 DO --�_ T 13' x•ox UPPER FF 224.5 K TW - 2.8.6 1 /" �E _TW 16 HANDRAi s FArW sloes T 14, ci .� TMi 1 BW 214.0 C+' STAIRWAY t F , vS 2/3.90 I BW 214.0 ot, ( t7 (_O'ff R FF� 121 3.r C T -_1-_ r t r I ► 212.55 TC 212.76 IL HIGH GUAROR.A11_ (' "-•----�� II B 4.,) ' F• . 2 S 9 OPEN RAILINI ;ALL HAVE 1 -- .`, Mt V FS 212. / �2 a -r--T 5 .1.26 N v RI�IATE rAtS OR AN R + r �m401 ORNAMENTAL PATTERN S 6+81.88, 34.33 UCH T 1 1 21 FF 2'4'.`1 , 1HAT AN O&E.CT 4' • SHALL BW - 209.2 / ` `L; / n FA2I� J 9•-- 1 � � 1 i "' 1 NOT PASS TF,ROUGH TW - 212.0 \� ;� • T 212 , o r 1 j -7- I'� ! FS 212-SO L _ / AC"SSMZI _� 6' HIGH BUFFER WALI u !2224 -� - < _ \� _ ROU EN THIN Tc i BEGIN 6' HIGH BUFFER • chi' 0W(W) - 22s o > FS '1. TW+.11 7 -. � - 6+53.51, 30.6 =_ �� w l . 227.6 2 < == TC 1 �-- _ LOWER F F 213.5 811111(W) - 207.5 11.87 - - BRIE) - 211.0 / \ f - _- -_ a ► f T�' 212.7 - TW - 215.5 R d _ �! �/ BW - 207.5 N /! •$ -•- -� _�_�•. TW w 211.0 � (7+-1.14, 38.46 l -s _ � 4f N / / ew 213.7 . . � 11. �� •E / 1r?i�2 3 �.,._. � // �. ��•�. \ , TW - 216.7 8+63.59, 77.60 L _ ��._ '_-_` _ OW 213.5 ` 1�� ' Alb '`�� ^� 31X 7+06.88, 41.09TLT �` __ \ _ ~� ---- - 219.9 W < REMOVE r DFM ERI A Y ` G. W - - _. --- _."_____�_ BW - 211.4 _ _. . ! w �_ 2 REPLACE CURB GUTTER � FS 21o.6t MATCH � TW - 212.0 7+1t.s7;41.33 L � `� c TfT'G. --_ __ _ =•.,►•.... . .. �. FS 210.91 -- i - _._. ,,.- BW - 2111.4 r 3 WALK --t:�,,W - 212.0 7+18.68. 40.4T LTY ��NEWt� L _ MAT 2,2: __ __ � - nth t9illr�? � i 2t -�-.� Bw - 211.1 ` - � X WALK _ ----_ �' `c am 212.0 ; t ROUTE 4i' HIGH GUARDRAIL < (: OPEN RAILINGS SHALL HA F 5 211.9! _- (7 ? .14, 38. M.TFRM101 A TE RAILS OR AN �� tr 8w m 211.1 QLS R W Al. •+•c• , �, 7+79.46, 46. T TW - 211,5 8+72.59' 7x.45 LR �i '"► I �. 9w 2130 ORNAMENTAL PAT?kRN SUCH -Q-�-_--.St-_ 1� \�Tw - 214.0 T►IAT AN O"Cr t' • SHALL R K�RY WALL (8+72,39, I _ �� - - _ NOT PASS THROUGH 8+61.92, 74 21 LT ©W - 220 5 BTW - 213 5 TW - 226.5 ! ) CLt .24' MADE COMME AL DRIVEWAY _ _ x V'I Q I SAWIJT a REM1OW "M. CURB, GUTTER AMD S SIAL K AND CONSTRUCT NEW DRIVEWA r APRON Of REMiOVE EXTG, ORI"AY J REPLACE CURB & GUTTER In, END NEWCURB QUTMR w LIV . cr- 0 �., < SHEE e 0-1 mmmV 177 t._ i i :a>>, , j 'llli!'fIU'lii:I I "!"!I!i'Illi�i!II Iili I!li Illi i.; �iii! IIiI ttsl t 1fi Ilil t.Ift r,iFIN` Ii d a F ?3 is iFta 2C21;m 0 11 i2 ii 22 23 24 28 2C 27 26 29 "10 r► Jul g 1 r. J q`S 'Y r 1 d t1'.1 ..a r _....wrrrrw,Rarw. raxwrinnr,.uuow,w.uwr..r.uraw•w_r.e...uww. .,'W..ruarrucwr+ r. s+n+rrerrwa+ rvwwwrmmar .www.+u».w+.v,.`ur.o.urww.w..e.,+r+_uww.awrr_.w.,wrur.,r...arw.wuw awwww.vuw .. ' nr'... 'rrr raarrrrw..e__a..,.arr_rnr I ( PR5470 S CLASS `3' GRANULAR SAWILL RUN +3t GRATE - 221.12 ,ry,�, • IE OUT - 216.82 O S µ 2.0086 1100 LF Ir PW _ - - - -- �___.. -_ __ _ - >- - -- aENEws /ao/os •.__.._ sly Dam. rt*S STT F= �R 20 10 0 -20 t� �. .� 22 l � is � r �� """"' .....r..� .=.. w.�."�'ry""'°w.....- - -----____,,,.•_ t f clu ` 1 i 4 9r 1+16.00, 1, R �( C; C a CRATE 221.05 � C c C - IE Wy 214 75 � 24 26 1�'..a"-:wrc _.-�... _. ' 'z'u, ,,✓1� .4 y� ei r W ,- S> '� Q O 0 1+494 _ C> 1. LF P v ,303 4 � � J � • � � �0 w� �-` � L) z o 0 __s... ........ _.._.. 0 1 } r 3 x 29� I W 1 }!� 4 ° 1 l E 4 ( 014 cm ' 12 W W �75� I, t J o d 6 r 23.4 I Cj 1A* Lf 4' PW 3034. "� �- z to �` O p c� /� c q/yy� .A yy M .r- _-_2 0 s A 2.0� �W _ .._._� �_� _ COW FWlW If DRAK SEE ra _. Q cuai ., ARCHTECT's "S F1.01M C09n'.'IV18. WA /lieI ? _ .____._ � �(�� ,. � ►7 �CrW Pit£ tMTt- 212 --- ___ - - - _ -- 117 N 59 JI&W v- R \ ! y t?RA1E 211.74 4 P1 : 3034 j --- `�"� If 00 - x.44 00 LF 12. 7 !F S 5.07X 8' P 3034 �? S.7'�6 I'uF' I�` PNC .$f8.i�0 p/ f6t 5 �}��(ya tAl/y'.11 �■q�� .,1q�y�. t y 'S7x_W CSP RC - S-_ 2-00X _ 121 f%*AAU SM 0+06 1i h-� " _ AAA ��d.� ....... s i�.50Xi N q ` +�2 L�" LA A- �r�.�c�a .r� ✓• f�A 'I.1� WI��AtTt"� to WIN pf i 4 4" PNC 303 Nl�9F�` Lt f;ATItJO� IN \ �` f.-�� tAi At 1:51�.�r0 Lf EC T iPLAT P€R MANUFACTi.1iFER t _•• 79 LF' TC2 PVC 3034kE E'l4OA of S. ALL _ D 5URFA S � S - t�,4la�t hc..IF'+l I�� ,t#rd�ECT1OM r � •, . • I � alr - �� , .. � --- ___ .___...._ �:-l,1.�i'► ._ - - _._ .-------... _ _ - �� >+ 0 IE - .s NOTFY E� IF { �, y Q PNC �wla.3t 3.50 20 - - i _._.._ ,, �,�, ----_� ✓ �`y', IE - 210.7 _ 24112 EkTGL C kfj SAN LAWMAL COWIRA CM 70 N AFY T=701 0+00 0+50 1+00 1+50 - STORM `~••-- -_._ � - -_... .. �� IF CYMI0 -'- � ~--•-•-- ,.,._.,__._- a SCALE: jN - k° WE•RT1CAL.. „_._. � ` 1 20' HORIZONTAL. _ An= unm r ,� •• �.`'�. � � ! � i� ~»` 13.8# LE •4" PNC 3034 FSXATE 4 ,._. -- - -_.. ''�, MEM I 11~ GENERAL NOTES: 212..3 _ Fil S1olIMR�1 7m RFIW(,xt(V4G BARS VATFt -r--- --- 1. %TORNFK rER UY STORMMYITER MAWXXMENT W', PJOFrrI O, rAEGON aac�,l tl-+na WI4P6ii11A ti' OM�FaAY tiAA71�f1E 8` Jf1'�ti` ) WOW TaEx 1 8 11 1M,� �ti,� ~_ _._ _._... _ �w\. ,, I FOR r r�urerFx sr�uB _ PIPE STUB (STD) a.) CATK:r�.�N WSW K SET LEAL rk '- �T `�,� '�, Ir (BTE Y XNTRACTOR) 3.) EXVW NPW AND COIiPLMM TO BE P121WDCE) Erf OTwRS I Draw C4'�1:'�71kl�GTW*l 1�1`fifl/ �� ~ " ! - !•) nE]iW OOIN\' D*C TO BE USED AT 141" At C1UTLV. FERRO ON rWjiNCEtt APPR:7v 0. 4 'd S•) PETaKI+ER SLAB TO WE Pt+(MOED BY CONTTrACMR. OF ASI. I:� g1sCT�►. .. su tit AH MANHOLE FRA w �` _._ � wTS j w a� RfacJIA., M""�ne"wxE RFFFR TO (Tif'(/3ATK3W ANC. IrAttdTEwwre ♦�`,� SfONMFkTER RfQ4MRE3 . �j • W\NI1M_ FOR OFTAJIS. RI11ELEV. w' 1 1.1� i►4AX. !�I A i �;, VAA � •• 7. CATC7F1�A9Nv STORMFRTER STRiiCT':)RAI. SPT:CiriGATT06lS: t gE'i 1 pt / •• $ A LOAD RA W.- 20.uoo lB � a 1 1 A.�s�.ldlMY w �• „ TQi� iw! 11<. SHhLA ,� a CtJNSThUC11QN: 1/4' STEkt. !'t ATE G q `11 E1 A �� COAP"o CORRCJti�i i RF'St°ira\Hi. All. SUN,FX" e�l� tl VWT W JGHT: 630 L9. a w 0 FT wr{: (1UrIl E IfKw z I P~.TTN Sly: wUU1RE0 ,�r '.., .,,,,. '•( ' `' -;,,::,...-�,'- / " 8(JLT (STAi'Nt,1�S &TEF1) . , V � � -- ---. r. ..,...., y. HAlli --`uA'nC A ,...� vI EWA. TYP SA tai e 14 - _ t?ATC i$ DOWN IHIfT I tP[ D%T CNAiN TO - ,i7 ,►-` ..,...,..�,,.....q S ,� Srlfi (C+PT111NWAL) c�i wi -I I l � C TE Iasi E T PIPEfit? Il�i�l. OWLET POPE-. 'ti�B73 `•,s..a.. ?�3d4 4�i CArt:NliArilN STbkMFILT7:R - PLAI4 VIEW L,AT ,.SCONWY )MI 10 ARCA i FACT GRAWM1L11R TO DE/�yW~A�"� Silty IM (A t.. .. �0'MA:D EQUX .�'1.1V'r.�A. •ill.• woman ,y. rr.a,rn' �P Q•': MI1'iS.IR,R •, � JM P. „ "(W)UT GATE • rM.r. ,:,,...,,..... . ,.. ..r,..r.l.. •� 1 �ECT1 +Ot T ' AITATGHEO �s o K MSE . ,mss W141ER T CHI •,»' " �� z' Y 9w � '�� dVl.�`iNil � F"1Xt!1�F:TER St AB N4 PLACESIT?# iTiEld(lkAl rte. y� J.UUQ !°pI tX111CfiETE--, ui OD MAV' 4 ��a ' *:R(. tI' I 7`ix (BY tXMf11ZAC��li) INSRX mu EN: PlW 2-# REINFMCINC VAS 3 roU�{. _ 4 s PI 1 PLATT. i`{ i w .s ._ �� ,•,.a,,. '"�! � - �� I ty �' r.-4� 4' TMJ INSAW OF R ,/-_(8Y GONTAtAwTtXI) is i., . d° ice. " . ►. 1, t; M' j. ,,�,. •s fff "� :!'-4' �,`.-- / i.L „Y ',•I.. ,_ • 's ♦• `'1t •'�. 1C.,a1!lw�• _• °i �� • �� n ^yt1C`p-i.�•�^ --- � ,`7�""' i � I, 7t1 •``"^• .E !1 r.e� gyp.. ( l,_......, M�.. _..... .AO.R.Jr-AA.A lei.AN I :• 1V f^arrl'y sum Nt)Tts �i FN'TE73 2'�-•3 3/4' I ...,� it rJA, +�M Tib$ 6 1, All. PRECASTS S�ECTK)NS 'SHALL � � -wE]E+E r:IiEST CHA#AF" __OVMLOW .............-""��w' (2•S) txiWOPM TY? T'TIkE RIE(a4;ItELE>r HITS 3'- KIT } t OF A.S.T.W 0478. ALL PW,kREl� � ..., _._..,_, ...__. . ,, :;-` ,:.: IN! F�LACI: t.�014�diE: E SiAI.1. HAW l � ��.. ._ aAYMn.E / 1' ,Qti. STRENOT14 OF P.Srl. _.._.. (a' OUTLET tMp£ S ,.. L : 2,1 A• f l 2" ID a Y AJAAI�, ST1lB {�TiD) VARIE 'rte 4 r .„,q.�`..h._..,-.. l P.. � ;� �•3.k�f3W' _ 1 f3�T'A'R C�IAkAABER �,IU�If.�F..PdTt_tiT °`�__ ,. t � 1 r�A , I AHf1UT OPENING 5w 0:4r 1 iat. r �1p �• TER x OwE1rt wait- rmra�tet i+3t_A (W a.rAWX.IT I'1F E MAXC.ATt2�ilAi1l1 Sr R rllN SECT1t}N v1E7r ASA CATCHRASIN STORMFiLnR - SiMCT*N VIEW .. '"'"r. "� Dili l4`'�lillil �,A, ,..,.�..r.e y• � i``'+�r�;k.r •,r�'-„n�'~-.....--._,,.-..._....__._.».....�_.._....._.......__..�' J ,Baa.~�Ev,r-'_._..r.._...r._..._...-..._ .._._.__---__._...-. �. ~' vlvw,4�. I c 't , L. l _ K MK Ir ma, Tit . .�.. r � us, tow IAL twsw of i1, �11� IAa W^ AM . ., , ..-' .. MMiM°rinW�W\d111r.�.rM, wirCepr+an vrnwr�rvaselll4°YINnpx ..RafrllxlMere xr+ua+e°eeaxrrou,��x+eww�<rfr � .rwawa.4.wr+JwvwteMr,wrVrwuw.rarl. ►we.nr« ., id ... .1. .: � r i„ I n .. :. .,.,. ,... ..,�. . ,. _ - - - MWRIMII,M N°'�'9N11rY,W.aJrIl.d ,MM1.lli'M",.YMMrFMYlredY.1.41faYMMMRMM.bn�ewN�qlmMwuNf.r•.IMMFIAN.ltrw.•^+M_voM.Af9YMwMIwMR, e • ' tr �� P#'^1�'��SCapt'�q[IFq�J ++tnanwtM\w!FSI,RDIYIW.IA.#►a^."�"ro,+.+.ra.�r !a'wtw.,.°rwwronnWn++7cr..!A��osMtpeF'!7M'mrMtl'eertr+«+r,.nw�4kY�r,w�'ryr�tpua�y°�i�p'' ,M o. �. I , ,;I A. r, PR ,t 3 • Ilk 1 NE fp �O EXISTING DRIVEWAY - 54703 PATCH WIDTH k GRADE SAWCUT ,,.. CURB JOIN l 3/4' R 6'- - EDGE �_ - ------ - _ --- SURF 5' WN. - +• SEE NOtE S ROW DRAINAGE P,LOCKOUT �� z TOPS�S _ MAtCf1 ExJs we YATEk:A, OREGON T3' I.D. PLASTIC R W LIN3 OR -� T T - - 1= I . 6• PIPE W/COLrJPL.ING -- DIRECTED v Y l _ r DRAINAGE BLOCKOUT 1• BA r VA16ES S NOTE 4 N BASE MAiLR'iAj 9/r 8. T . 3' I.D. PLASTIC /N M _ _ T I -=--,- PIPE W/COUPLWG ROAD 1. 6 I' R 40 SEE NOTE 3 �'� ' I � RENEWS 6/30/05 SEE 2' OF 3/4'-U'' BASERtxK p °r • 16' - 12, WWII NOTE 3 S�S � � � �� Q r» j2X 7 COMPACTLO SUBGRAOE •p v . p 6' . •• SEE NOTE 2 2 � ou MAL SIDE WALK a 0 O O e/LSE COURSE-� D• jj A I b , d9 z Am SIDEWALK ADJACENT 1.0 CURB 0 24'I _ -_I 6' y ` 4 _.`__ I'-"'----»-�•-• 30 MAX � Imo• - 6` MIN - ---- 10' WH - --- - Ri,w PLAN 7 I -�-•---9' ---+-� 1. FOR USE ALONG MEOIAKS, CUTTERS MAY BE R£QUCFi/ Mi IH PRIOR � �6- k I APPROVAL FROM THE CITY ENGINEER. O �RIG�D -�- "- --- 2. CONCRETE TO HALE: A f3RCAKING STRENGTH of 3000 P.S.I. AFTER 28 GAYS. 17 =�I �"Ia � O N,1,& A 6 0 1 o 3. EXPANSION JCANYS: p W• x u„j I E NOTES: A. TO Of PROADIED: STREET _ 1� 1 0 ?' OF ./4"-0' 9ASEROCJ+ 3/4` 2X 4. o M 0 COMPALTED SU"ADE 1) AT EAC" POWT OF TANGEFN;Y OF THE CUNB. 2) AT EACH COLO JOINT j ' L SIt)EWALh AWAY FROM CURB 1. TRAVLkSE EXPANSION JOINTS TO BE PROVIDED AT EAuI ►>pN1 Of TANuNCY 3) AT EACH 510' OF INIJ=T STiMIj)RES. 6' 6' uIN 6' ►MIN LL _ �, C _ OF THE CURB At AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING 4) AT EACH END C►F DRIVEWANS. - 2' OF AGGREGATE r - `--y i - -1�W LL � O _J w NO IES TO 7, MAXIMUM OF 20 FT. 5) AT LOCAT"S NECESSARY TO LI1MT SPACING TO 45 FEET. (3/4'-0') COMPACTED 6 MIN BEDDING BELOW z v ~ Z SECTION A--A OUTSIDE OF PIPE BELL - o Q O = O I. CONCRETE SHALL BE 3000 P.S.I AFTER 28 DAYS, 6 SACK MIX, SLUMP kAN(,L 2. TRAVERSE EXPANSION MATERIAL TO 8E PRE-MOLDED NON-EXTR♦)DED MATERIAL B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPRE(NATED, NON EXIRUUMG, 6' X 6` 10 GA MESFI 8904 m z 0 OF 1-1/2` 1'Q 3'. WITH A MINUMUM THICKNESS OF 1/2- WUTH A THICKNESS OF 1/2 INCH. SEE NOTE NO. 4 4 W � Q 1. PANELS TO BE 5 ILEI LONG. 3 TRAVER:£ CONTRACTION :1(XN1S TO BE SPACED NOT tA(XtE THAN TU FEET APART 4 GOINTRACMIN JWNiS: 0. v 4 J z x c� uC3 WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. A. SPACING TO BE NOT MORE THAN 15 FEET. No(Es. \'� � �/�� LA. O U N :1 EXPANSION JOINTS TO BE PLACCG AT SIDS OF DRIVEWAY APPROACHES. B. 1Hf. DEPTH OF fHE JOINT SHALL BE AT ILAST 1 1/2 INCHES. O 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI Af TER 2B DAYS. < Q CD � � MI UTILITY VAULTS, WHEELCHAIR TAMPS, dr AT SPACING NOT TO EXCEED 4S FEET. T CONCRETE GOIMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 PAYS. 5, BASE ROCK 2'-0 OR 3/4'-0, 95x C011PACP.ON. BASE ROCK SHAG BE 10 TRENCH FOUNDATION V LA L/) m 3. DRAINAGE ACCESS THROUGH NEW CURBS SHAH BE PLACED A MIN. (]f 2 FEET SUBGRADE. OF STREET S1R!fCTURE OR 4' IN DEPTH, ItF/1K:HEVER IS rJtEATER. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/a' RADIUS ALONG BACK OF CURB. STABIUZATION, AS REQUIRED 1 I I (y 4 FOR SIDEWALK ADJACENT lY) THE CURS AND POKJREU AT TWE SAME TIME AS THE AND MAX. OF 3 FEET FROM PROPERTY LINES. L.Li � CURB. THE JOINT BETII THEIN SHALL BE A TROWELED JOINT WITH A MIN. 1/2' RADIJS. w ul 00 �♦ 6. DRAINAGE: OL_OCKOUT - 3' DIAMCTER PLASTIC PLP£: 3. EXPANSION & CONTRACTION JONNTS SHAU_ BE 1/2' PREMOLDED ASPHALT IMPREGNATED •4• LTJ r'J 5 SIDEWALK SHAD. NAVE A MINIMUu THICKNESS OF 6 INCHES IF MUUNTABLE MAIERiAL OR EQUAJ. EXTENDING FROM SUBGRADE TO FINISH GRADE, > .� ][ O CURB IS USED Of? IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY A. 3' I.D. PLASTIC PIPE WITH COUPLING. NOTE: � N J C) OTHERwISF SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCL/ES I B. DRAINAGE ACCESS THROUGH 00-iTING CURBS SHAD BE CORE DRIUJ:D OR CURB 4 6' X 6' 10 GA MESH REWIRED FOR COMMERCIAL Df,.JEWAYS ONLY. 1. SURFACING OF' PAVED AREA] SHALL COMPLY WITH STREET CUT SIANDARC) DRAWING, M .- ui 6 DRAIN BLOcxOUTa IN CURBS SHALL EE EXTENDED TO BACK OF SIDEWALK WITH 3" DOWETER SAW CUT VERTICALLY 18' EACH SIDE OF DRAIN AND REPOUREO TO FULL DEPTH OF CURB. W PLASTIC PIPE AT 2'K SLOPE. CONiRACTI(k1 JOINT TO BE PLACED OVER PIPE. C. LiftANNAGt: ACCESS THROUG/; NEW CURBS SHAD. BE PLACED A AtIINIMUM Of 2.0' 2. JOIr•ITS TO BE TACK AND SANDED. AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINOS ASPHALT EMULSION F7s:L, C !! NO SCALE NO SCALE A MM1 1m CO.) C7 0 / ENaNt[Ar4 OVMwRri A,aUSTTN r O1/(NAy STe1 P DUEMAS / Na SCAtE *^Iro WIN IKa sm e1Y,�e1 CONCRETE DUNG. F/LI. D~EM•NPAAaaT _. � pl.rtwlG ov.r.«t kainu P. IIII)EAS � / `, AQJSI,M P. DUEIIAL No SCALA wWae•„ -- Aft ,rr•e wu r ____= STANDARD CURB °'° "° _ 1 � ErMe •nvf trru w'.ar �� Oe0. no. CUSTIN P DIJFh�; Ira•r TMH ala rt 1 t•e' �•en LwuttA•A OV Yl rLdl A { O,TY rE•Ae.mA•rl ten. rMa+ Lew r \ sum N CURE & GUTTER CLLR a..o.rte, STANDARD ,,,....La,alo p^;;;-M- 1�L'L 1 "? MARCH Lew SIDEWALK 20 '" I t ;: ZJ I I. � rr.. ..� ora No t, p.•c a►A,t,NFrT TRENCH �rG Nl. Q u FiTr v Tww_+ - ►,• M•N ( .�.1„ - •°"•HrWr•,," LCMUI Ippe BACKFILL v V wEA ansmt M! w� MMP.M* a' - MMM EwtR _ ��'(�1F1A10 yyr P•tl M'-'1!N MMCN 'ew--- DRIVEWAY t�2 '. '�` '`'ri�'r _ 8O C Cut] u r eTmA Myll► w rr ow� TgAEO If) RAMP TEXTUPE aj � PER DETAIL 4' - 4' -- a" p a3o CROSSWALK i- FLUSH f k tr. 5' 80% STRIPING -•.�-- - -_._r T_ -_`r � C o GO '�j- ��+ J 1 4" O.C. CONCRETE- / 5T 11 (o�' 2.01>< {� .o cQ u.aoauctPtiY 4 n A 2` 3/4--0' AGG. BASCROCK � - _� SECTION A-aILI -- D,. C71 ONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 6' U 2. CONTRACTION ,JOINTS SHALL BE SCRIBE[` 3/4 DEEP AND RAMP PANELS SHALL BE o � C°) 110, 0 BE EDGED ON 4 SIDES O Q v oY 0 3. EXPANSION JOINTS SI:ALL BE 2' ASPHALT IMPREGNATED MATERIAL OR EQl1AL. -, 2.0% 4. SURFACE SHALL HAVE A MEDiu:l BROOM FINISH. - ( �F�•� �u> po (off � I Do TRUNCATED DOME "Pow PLACE TRUNCATED DOME DETECTABLE WARNING TEXT1W IN TIE LOKR 24' OF THE THROAT OF 4C RAMP p11� yMA I ONLY, ARRAWA D(ri1ES USING IN-UNE PATTERN ONLY AS SHOWN M! DETAIL RIGHT. COLOR OF IRTURE cm � E TO BE SAFETY YELLOW. FOR CON'SIRUCTION OF Sgcwx RAMPS OUTSIDE OF PUBLIC KHT-OF_WAY, { (NM WITH STATE 8111 DING CODES. RAMP TEIITURE PLAN VIEW PATTT_RN Of-TAIL ---�-- ---- -- __- WFI E ELCHA i It DAMP DETAIL 4' 7'-O" I A' P U E ---- - -z.o'--- SIDEWALK ADJACEN�r' TO CURES NTS a a -•�i _L !8' E B IRON 910 _ a z vAL v1 eox TOP f� PLAN ___ � 1-13 A LOCATE nF:rf AND OOMUF I LOT TO 6E ® rwtsloFTr(•wE a m ` r MAX BREAK FLitNGE orTAIL M ORAMM IM Teo 12' W wFOTN J v ,ERBF D IM 3' MIN. S;UEW�i.f( UUM tuaEAIDI Y� ` 0" t.fn(X ar AT ,LLASF W z 6 ' 'r IM eTIM 41 y;ri e - - • lTAR1MID OAST RINE/ NMI.-Som OTMT I ��r� \ • e � l'; y Fk#M Aro 00" I _ "�L 1� n o c� p DRAIN �� IafAMIOIrQ Eur ►_- PIPE9lE AS SFCNIED� SIcuRF zx, IY PtA7 A =• k' S PROPERTY IMNE I -•IIeAUDAnn rrArelalF AGAINST F>"LIG W/ SA(Xf1LL . a a --- i•. W---_ -TAR PAPER (MOISTU eIAF>I IFeto ro vEnr NT vu,c RLoraf '^ �~- `� G" DUCTILE IRON PIPE _i- + n r' L& • RESTRAIN ALL JOINTS W/ • '• N : I r p or ar . A• `.. 1 -0 'FIELD LOK' OR EQUAL GASKETS -'"._ •j' • •., + YW. I � OR i'MFr Tor OF FTIFST STEP A -✓S-'A,NCARD FRAME AND C*" on \ 'r • •.�,• TO TOP ar LAetINO------- 11 TOFTIO(T FTIAME Ano aoVEf1 SfL > _ _____.__ _- fIIWSN oN.wE i CID - ♦ r ••-Z . r I NOTES ETOL tx+aAerw NLA ,tc+-sA/tT LN 1 PROPERTY LINE AND LOT , ••, wTN tenwt E. IOM NEW >tlLSTO or AN w_ SIVE SIM*fU OND anESTuu Fe'E1Jt taxa a F14 120 ODwNEr Txele ID r AM TtY rAeat eNAL,. NE IlrtFt FACIL1r RET F11AY[ Nan S►ErNrEN f` \- 6' MEGALOG RETAINER MATEItTIOET ftiPE "W0 FAlwtcatEn "TEE" f4Ttiroe UINLE i OMEAet�iE AWW4aL �otEOUT i PIFC TIM !I OK QF M FtiLOMlp NOTES: NUMBERS MARKFO IN WHITE GLAND (EBA.A IRON) .- X L _ 1T` -GRADE III rT PAINT ON FACE tyr FURS ~ CONCRETE PIER r+ ALL PW %tAU RE OQEM lm: -j`- - I 111 ,KCAsr MANHOIt. sEcnoNs sHAu CON,orel ro THE Gs (a',+•,oA e") SETA MON--04*W ORMT ICJ 6' C:ATF VALVE F�: wnE m tlAre W eP In T BLOCK FI.G. � M.J. � _ ».� !IrFL QIiAN1110E - ��,. �•'--PREIVWE 4/4'-O f'OII A ere1E rtTA s'tttw etoe rErLers Ea IeatnRELEnTs OF As;r c �,e rAwauw I n (SEE NOTE 1) 1 .. MnSINFr o/e' AISOtaO a OOWMw ASM C-•1+, OL-E � I a- Au v CT14 r(000ftAC[ coN(AIETE sr,Au I�,N A ae DAY Pt.AN 2.0' •,� •• - CLEANOUT r OI/CKi tllaN a Aa® eo SIL JUN 1 OF J00o i SI, AND -TNS E 7' L I Il SIDEWALK WITH PLANTER •• I 3 All IpN15 SHALL BE SE I:�a, MM ,'RUQRMED r,.ASnC a SIANIiAAfl EOCTmMe 0 M.J, x 6' SLG. TEE +Rr I.ti. I H"GHT: TOTAL IENGIM OF 2xa MIN C.ASK17 VON As KENT-SEAL NO 2. AAM-"t;x, OR M( --jr coo STRIP AT CURB - 1 APPRO%TD EQUAL CONFORMNIC TO nMOFAL SPEOFICATION {COIF As sr+ow( ON Awmovrn sEt a a�ws I �" y (p SIDEWALK ® I , " `�a•, 1 rIFIFJNr 210 WR/yWGS T1)FACS S'1osr1'1 t Y1'r�F r(* fCTXWS tO MM:IOtf SHAII Rt .. -----------•- .• I'"1 _.,II ( OF (IR(AIHD MAGNET)BREAK FLANGE . �• i N • SURFACE TAPE S. PY'f L(x+N[C.T�aNS (Y zt• OR pEEATTII SHAH RECRN'tE A A A0EOII STEPS IEE '. •Q Ir - LOTO (Xx Oft GOOF SURFACE V! MAWII(Xr AND C HA I DFTAA_. SIM OAAMW MQ. TOO (l U Q„ (OREDt_SNNTARY) a e. 111 ( *mFCT`KVI .'-' FOUR OP MI MAIRi NNS SHNI A MAIL IF Sff.TVN REQUIRE A( ) ) (TAIt. VA7MADLE V-4') �.-y y ` ^ ', '. �; ' I MII1F-Sit11Ec. ♦ ry wANN(Or A MINIALL e[MITW F F'E NTAAN(W�A.tTUF'BEfiSi1RCD ' r i»I LRE I�ESMJE FACE OF THE MANI �� NOTE: • ' U1eF1 MA TIC TAPE WITH RIAUt 1fTJDteVO A RHEAxQIi (6 WAu FOR Plot SNA". eE 1' M MJW AND -- -.-----._. pp S ♦ - CRQ /rT� SANITAIM 'CAUTION SfwOi eUMb K1 OW- • �' MAO" CIIM Or " WALL T. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6' 11 5 1/4' `�. STORM. •CAJTIOM STORM DRAIN RUR,FD REft' IQ nxs r,olm IMTLn to NAg1A1M NTFAIOA tMOv OF t+• MVO JPORT - IWC? 2 1/2` PENTAGON OPt RAT10�1 NUT, OPEN LEFT WITH THE FOLLOtMNG: •�• e..• p',• wAca 1e• A60Y[ Tov ai PFPF AND AGAINST zxx. Il)t %AVIARY CONNECTION AND at' ,rA %IOMI A. OIL RESERVOIR 4 • �- ► • •• : (. CUSTOMER SISvL •- . It, WAMRYWT / T-%MPfr PRnOF (taaaf FRAME AND CON:F owcnom , --�--'--'---� ~ • eIALL eE u�JD M ALL F.AYNihT MIO Qif !i1REIt AAF.AS i B. BRONZE ACTUATION HUT � w C. BRONZE SEAT RING =�:r ELEVA IION D. WEATHER SHIELD CAP � _ 40 MIN b SF£ f'LtJI►IBING C(X)E C. SAFETY SL»EWE COUPLING . t • •.: -� . =w . ♦ " �- - �\ _�uc -"rrteRb,r Ifsaf v m z,l (orE REf Lm z Thr FOR DEPTH OF COVER F. THREADED NOZZLES MATH 'O" RINGS � '� !Y:' ;a"4 !•••.�N�J•�-4:'•••�. •�• •�i�r• �s -_- T-- � !' Mss. Fw�M r(� OF�a NO 1�,?. !` ewE T<E•. r y'- W G. NATKXIAL STANDARD 719REAOS - - �,� _ eMoo^( FIf•ol (? //1 I'R'E TD MAm"w (, ' 2. SAR T`r CHAINS TO BE REMOVED. '� i/e 001III II ►Rre,[T a wrt --�, � 1+ 1. �fIR`'EYOR TO INSTAU_ TEMPORARY ooNclflEtR�� •- __ _- HUB AND I;UARD STAKE. OR •/' 3. HYUKANTS TO BE PAINTED USING R- 1317 SAFETY YELLOW OR AN ALTERNATE APPROVED IIOTTRM�eJr� � vJ a o GUARDSTAKE AT LOT LINE FnR BY DISTRICT FIRE MARSHAU., fI/s'•-o-� - P011 frLAlli14 1•�! /�"'� • MNIFPJM SLOPE FOIE 3/4'-0 PI?E ZONE ME'iEfi INSTAL LAT10fN. 4 HYDRANT TO 9E INSTALLED TRUE AND PLUMB. r; e• FIFE _ O.ct1a MAtEAAt AS svEp�ll=D I 1 SHEET g. NO OBSTRUCTK)IS WTTI41N 3' 0' RADIUS OF HYDRANT. �o a" PIPF _ O.OaO �. 2. 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SHAFT 8 OCCUPANCY - ENCLOUSRE TYPE V-N 1 NON-ROR D I CONSTRUCTION I SHAFT ---�.� THIS BUILDING BY I ENCLOUSRE SEPARATE PERMIT I ALL OPENINGS IN \ - THIS BUILDING BY • 1• I THIS WALL I SEPARATE PERMIT HRO IDETEDWI FIRE ASSEMBLY t-- ASSEMBLY liR -fIRE ESISTVE CoNSTRUCTIoN ONE HR. FIRE RATED i NON ".'f6 EXIT ---- s WHERE ROOF WALL ASSEMBLY j --._J ASSEMBLY IS ACCESS HALLWAY SUPPORTED BY o�' NON-RATED EXIT ONE HR. FIRE RES151iVE / THIS WAL-L CONSTRUCTION WNEAE I ACCESS HALLWAY -S I ROOD ASSEMBLr IS ll SUPPORTED P.Y TNIS LAQnMJLY ONE HOUR FIRE RATED FIRE CEIUNC I i WALTALL OPENINGS IN THROUO/pUT UPPER Ir VEL / THIS WAL. / �.. PROVIDED ,MTH 3/4 � ;;,� / HR RATED FIRE coo ASSEMBLY cm 04 _ I � UU Cid O 'I 1 ONE HOUR FIRE-RESISTIVE EXTERIOR WALLS TO TERMINATE AT TIE UNDERSIDE OF ��. { THE ROOF NG FRAMING - WHEREELEMENTS THE \�V/ ROOFL.JEL T C FRAMING ElEM[NTS AREPAR -- ------ ----- -- --- - - -- -- - - ---AND F:EI N THE WALLS. SUCH FRAMING AND r1.EMEN1] SUPPORTING SUCH FRAMING _ I SHALL NOT BE LESS THAN ONE-HOUR F1RL r` IR I RESISTIVE CONSTRUCTION FOR A WIDTH of 10 w1 FT, MEASURED FROM THE INTERIOR SIDE OF THE WAIL 2. 044 ROOF-CEILING FRAMING ELEMENTS iARE NOT PARALLEL TO THE WALLS, SUCH FRAMING AND ELEMENTS SUPPORTING SUCH FRAMING IIHALL 140T Or LESS THAN ONE-HOUR FIRE REST�VE CONI C110N J. OPENINGS IN THC ROOF SMALL NOT BE ` LOCATED WITHIN 10 FT. OF THE FIRE II` RESISTIVE EXTERIOR EXCEPT OPENINGS PROTECTED W11H SMOKE DAMPERS 4 i ISSUES_& REVISIONS b .__Jsti - 20 04. PERU' SU�AIIy I _I10. 2 UPPER LEVEL FIRE LIFE SAFETY PLAN N I Iv --- - - LOWER LEVEL FIRE LIFE SAFETY PLAN � SCALE 1/18" 1' - 0" A1,1 SCALL. 1/1fi" 1' �A. LEGEND { --- Clarke Offic • OUTSIOF. EXITS Building � Ce I NON DIRECTIONAL EXIT SIN V u i I d i nc ® L E 0 �� DIRECTIONAL EXIT SIGN 5j q � EXTERIOR LIGHTING TO PRONOE MtN, AVG. 1 F.C. TO SAFE DISPERSAL AREA OR PUBLIC WAY TIQaI�d, OfA��On PATH OF ACCESSIBLE FxIT nISCHARCF TO PUBLIr,, WAY OR SAFE DISPERSAL AREA Dow. 20 SEPT. 2004 Soel�' AS NOTED r. NON RATED HALLWAY (U.B.C. 1004.3.3 '+ INTERVENING ROOM (UBC 1004.3.3.1) i t: .77 NON RATrJ LOBBr (U.e.C. 1004.3.3.3) (+ ; ACCESS TC EXITS MAY OCCUR THROUGH FOYERS. LOBBIES, k RECEPTION ROOMS (U,B.C. 1004.2.2. EXCEPTION /1) I LIFE SAFETY PLANS I ' GILROY BLDG, SAFE INSERSAL AREA - 225 S.F. SAFE DISPERSAL AREA CALCULATIONS UPPER LEITL LOBBY k OFFICE AREAS - 3,219 S.F. / 100 (OCC. LOAD FACTOR) - 33 OCCUPANTS TOTAL OCCUPANT LOAD • 33 A1 , 1 CLARKS BLDG. SAFE DISPERSAL AREA rf r) SAFE DISPERSAL AREA REQUIRED 33 x J SF 9+J S.F. t a e1 UFA•RUrOR ARCHITECT 004 NOT RIPRODUC[WITHOUT PIRMegft rlh_' ..- :'v 4...Itd1(,. x'..41Y i {\�TwJ-n• ��. '1;1 nr 11 1! 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PORIABLE FIRS EXTINGUISIERS SHALL Eft PROVIDED AND INSTALLED AS REOUIREU BY 4 THE HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS, DISPLrVSERS, ■ NOR GREATER THAN 7. 111 HEIGHT TREADS SHALL NOT BE LESS THAN 11' AS MEASJRED a 4 AT 24" O.C. OR 3/8' MIN. PLYWO. OVER 2 a WD. TRUSS OR TRUSS GIRDER W/ 2 a 4 AT PER VINUTE FOP EACH WATER CLOSET OR URINAL INSTALLED IN THE TOILET ROOM. SUCH APPLICABLE STANDARDS AND AS DIRECTED BY 1H E AUTHORITY HAVING JURISDICTION 1 UNE OF OUIl01NG DUFFER FLC3R LEVEL ANUr: HORIZON' LY OfIWWEErN THE VERTICAL PLANES OF THE FURTHERMOS7 PORO„ECTION OF MECHANICALLY "OPERATED EXHAUST SYSTEMS SHALL BE CLNdNECTED DIRECTLY TO THE OTSIDE, ELECTRICAL AND COMMUNICATION SYSTEM RECF THIELR G WALLS, AND OTHER OSECTILE 24' G.G. INFILL FRAMING - PRO"NDE URITIS STOPS SUCH THAI THE CONCEALED SPACE DOES EpUIPMEINT SHALL BE WITHIN AT LEAST ONE OF THF RANGES SPECIFIED IN u B C, SECTION 2. STI. COL. - SEE STRUCT. 1 .�DJACE. TREADS NOT EXCEED 3000 S.F. OR 60 F7- HORIZONALTY AS PER U.B.C. SECT. 7083.1.2. (DRAFT AND TLE POINT OF DISCHARGE SHAL BE AT LEAST 3 7EET FROM ANY OPENING WHICH 2 FIRE BLOCKING SHALL BF INSTALLED Al. 1109.2 AND NOT LESS THAN 36 INCHES ABOVE THE FLOOR ELECTRICAL AND STOPS SHOWM ARE FOR ILLUSTRATION PURPOSES ONLY - ACTUA: DRAFT S70P LOCATIONS ALLOWS AIR INTO OCCUPIED PORTIONS OR THE BUILDING COMMUNICATIONS SYSTEM RECEPTACLES SHALL BE MOUNTED NO LESS THAN 15 INCHES 3. LINE OF STL FRAMED C,AOPY ABUVE 2 CONLCR. VAMP MLL BE DETERMINED IN THE FIELD IN ACCORDANCE WITH DRAFT STOP CODE A AT AL INTERCONNECTIONS BE7WEENCONCEALED VERTICAL AND ABOVE THE FLOOR (U.B.C. SECTION 1109.3.2) Sf.PARAit PERMIT OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF CLOSING DOORS WITH AUTOMATIC 17• ATTIC ACCESS W/ 22* a 30' CLEAR OPENING A ONE--HOUR FIRE RATED SELF-CLOSING HORIZONAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, ALIO 3 ADHEPEO VENEEk STONE OVER CAST CONCR WALL -- SEE Ext ELEY LATCHES CONSTRUCTED AS REQJ'RED FOR THE PARTITIONS ASSEMBLY. 30' MIN. CLEAR HEAD ROOM TO BE PROVIDED ABOVE THE ACCESS OPENING. COVE CEILINGS 4. PROVIDE A MECHANICALLY EXHAUST SYSTEM FIELD VITRIFY LOCATION. CAPABLE EXHAUSTING 50 CUBIC FEET OF AIR PER 4 LINE OF RW ABOVE 11 WO 13M. ABOVE - SEE Ext. ELEVATIONS FIELD IN OPENINGS AROUND VENTS, PIPES. DUCTS,CHIMNEYS, FIREPLACES, MINUTE FOR EACH WATER CLOSET OR URINAL +8- 1 1/2. OIAM GALV PIPE HANDRAILING MOUNTED BETWEEN 34 AND 38 INCHES ABOVE THE AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILING INSTALLED IN THE TOILET ROOM. SUCH MECHANICALLY !' LONE OF STEEL FRAMED CANOPY _ BELOW - SEPARATE PERMIT 12 fJCfRIC METER LOCATION - SURFACE MOUNT NOSING OF TREADS, CONTINUOUS THE FULL LENGTH OF THE ST AS. AND ENDS EXTENDED AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS OPERATED EXHAUST SYSTEMS SHALL BE CONNECTED 820 N Rivet St, Suit 103 a LIlNE OF CEILING SLOPE CHANGE ABOVE - SEE YLDQ SECTION C/A3.2NOT LESS THAN 12' BEYOND TOP k BOTTOM RISERS W/ TERMINATION IN NEWEL POSTS OR 3 FIRE DAMPERS COMPLYING WITH THE REQUIREMENTS OF APPROVED RECOGNIZED DIRECTLY TO THE CTSIUt: AND THE POINT OF POfUaf,Q OR 97227 1.1. METAL PREFABRICATED GAS-BURNING FIREPLACE W/ DIRECT VENT. INSTALL PER MFR'S. SAFETY 1ERMINALS. DISCHARGE SHAL BE AT LEAST 3 FEET FROM ANY SPECS. PROVIDE. NON-COMBUSTIBLE MATERIALS AT FIREPLACE SURROUND A HEARTH PER STANDARDS SHALL BE INSTALLED A140 BE ACCESIBLE FOR INSPECTION AND SERVICING OPENING WHICH ALLOWS AIR INTO OCCUPIED *ID POST TYP - SEE SiRUCT ! EXT. ELEVATION MFR REQUIREMENTS 19. 1 1/2' DRAM GALV. PIPE HANORAILING MOUNTED BETWEEN 34 AND 38 INCHES ABOVE THE IN THE FOLLOWING DUCTED AND UNDUCTED AR OPENINGS AT: PORTIONS OR THE BUILDING www.stuevoroyce.com NOSING OF TREADS, CONTINUOUS THE FULL LENGTH OF THE STAIRS, AND ENDS EXTENDED 6 ONE HQ]k FIRE RATED CEILING ABOVE - "OUGHOUT - 2 LAYERS 5/8- TYPE 'X' GYP. 14. MECH. SHAFT NOT LESS THAN 12' BEYOND BOTTOM RISERS W/ TERMINATION IN NEWEL POSTS OR SAFETY A. PENETRATIONS OF CEILING TH U.B.ROOC. CEILING ASSEMBLIES SHALL BE 5. THIS ROOM PROVIDE GYP fiU CLG • B-0' - Bf, OVER 2 r SLOPED 00 ROOF TRUSS CHORD FRAMING TERMINALS. PROTECTED IN ACCORDANCE WITH U.B. C. SECTION 713.11 FIELD VERIFY p 503.287,6404 9 GYP BD CLG O THIS ROOM - 5/8' GYP, BG OVER 2 ■ 40 FRWJINNG - FIELD 15 MO. KNEE BRACE ABOvE - SEE EXT. ELEVATIONS f.503 2t3.5909 A RIF Y c 01 Q a a C Q , I I t F2 EZ Pw ON. F2 F2 _ g [ O r 18 I A QD ♦ - - E F G D I I 1 I t I UNINHABITABLE SPACE + 10 L A I A ai �at 03 r) A (AD _ - _ _ _ _ O 13 C1 Gl i Et h ---- I I 1 �•. 8 " ELEV AVr� , R O T BLE SPACE OMIT AlL 14�J o ELS 1 AT Am l- EY-QMEN] LLL I I 1 Al Al A Al � '�`■ I l- 102 103 O I HALL ' IPI 1, \, i \ � / I ■ ' }. I 1 Al /1 I �• -�4 Oo B - -.. al Al ,` > Ai �/ IUGR F ------------- - --- . _ I o _ E F 0 to 1058 3 F _ D V62 F2 �� 1 - E F2 . - -- - 1] L-----------'------ - 2 1 O 1 I O I LTJ I i 1 ■lam O1 u�rw.l� I I �' 0 y LU - - I I I Q I e e 0 � LEAt3/181_E SPACE A 1 I I [19;J I a I 1 � A , I E -OF 1p J M ' E, F1 I II 62 F2 2 IO - o ~ oho o F V�O OHO �J o C F G_ 1 T --- 41'-2' - 4t -7' l2� c 3A s ISSUES&REVISIONS 1 UPPER LEVEL FLOOR PL4N N OO N --(__ _ by _ oy D 01 LOWER LEVEL FLOOR PLAN IU 14-L,4 SUb V A?_.1 SCALE . 1/8" = 1' -- o" A2.1 - scALF " ;e" - l' 0" $ _ r' WALL TYPE NOTES: BOTTOM OF -----.__ -- K BOTTOM OF j BOTTOM OF --- NATIONAL EVALUATION SERVICE REPORT NO. NER --- r '1 - STRUM, STRUCT. STRUCT. r WD STUD 01d -358 FINDS THAT ADHERED MANUFACTURED w. UD W6 - -- --- (� 1 WALI r4Y GREATER THAN 14'-0'" SHALL RFOU1RF LATERAL BPACJNG OR ■ b i 2 8 C C. b - i I CAST IN Pt ACE 4i ( U.C. ( STONE VENEER IS AN ACCEPTABLE ALTERNATIVE SfU05 016" OC, DBL. TOP-.----- DBL. TOP _-- I `rte MATERIAL, PRODUCTS, OR METHODS OF "� I CONC. RETAIN'G wAtt----- ,' y R-10 FIBERGLASS - - R-10 FIBERGLASS -- - T k-19 FIBERGLASS --- �-. PLATE (SINGLE TOP PLATE (SINGLE TOP COFISTRUL ION TO THOSE SPECIFIED IN THE 2 PROVIDE HORIj 7 . FTREBIOCKIN! • 10 0` STUD HT PLATE •NON BEARING PLATE 0 NON HEARIFlO ©ATT iN4Ul. BATT INSIII' 1997 UNIFNM 3UILi1ING CODE SUBJECT 10 THE BATT INSUL. CONDITION) CGNDITION) 1( FOLLOWING CONDITIONS. Office 3 btATHER ?ESISTAN, BARRIER O Exi. Ct:M pLSTR. A ADHERED `J I � y 5/8" TYPE 'X" / 5/8' TYPE `X" -- Clarke '^p MA.,UFACTUW.D VFNEER STONE AStitMBLIES SHALL BF KRAFT WATERPRO(iF i'r. 5/8' TY-'F 'X' - GYP. BID- `-'� A. THE STONE VENEER SHALL BE LIMITED TO 30 GYP BD. ce GYP B0. FT IN HEIGHT Building i A iTV1lDNNG PAPER OR ERt1At. 5/e" GYP. 00. 0 EA.- 5/e' GYP BD • FA, 5/8- - • Nul�d� WEATHER RESISTANT -�' z 2 ■ 6 WD. STUD 015" w - SHAH NOT EXCEED 36 INCHES 5/8r TYPE ■X■ SIDE SIDE - I GYP. JD. --- 5/8' GYP BD. --__ 4 WFAiHIER RtgSIANi BARRIER O WD, SK^G WW/ WD. RAT.;N ASSEMBLY SHALI O.C. BARRIER W SELF B. EACH GYP. SHEATH.NG r C STONE BF TYVEK OR EOUAI �'' T 4, PLYWD. SHiG. FURRING MTL. LATH �,f THANE720 SOSINCNES N�AREIAAND WEIGH NOLL BE NO F WEATHER RES]S1ANT 1. ? a 4 W0. STUD •IB' - 2 a 6 WD. STUD 016" - 2 ■ 4WD. STUD 016" -- 2 K 4WD. STUD 024" r O C O.0 ' O.C. OR 'DSB. SEE STRUCT ' MORE THAN 15 LB SQ. FT. BARRI"R 5 All WAILS SUPPORTING 1RUSSES TO BE RATtD ONE HOUR FIRF-REST5TIVE t r-- O.C. OO PLYWG. SHTG. --- ----- / s a CONSTRUCTIL`�W PLYWD. SMEAR --- Ot ! 7/ 8' EXTERIOR CEM. "� OR OSB. SEE STRUCT �- I C. ALL EXTERIOR WALLS SMALL BE t;OVEkED MIN.15/3Y APA RATED 1 f WALL • SEE �^ >t PIASTER B? I r - - WITH W MINIMUM OF ONE LAYER OFA WATEP. SHTG, EXPOSURE 1 OSB sTRucT. SCRATCH COAT R CULTURED STONE RES.STIVE BARRIER COMPLYING WITH THE -�� Tigard, Ulrl901n I` b PROVO[ DBI. 7 ■ BIKG. IN TRUSSES A.1 WALLS SUPPORTING TRUSSES r' t -✓ ___ r OR PLVWID. R-19 - APPLIED TO 1 2 MIN. /�� D INSULATION S D INSULATION - - R-19 FIBERGLAS -- BROWN COAT -- -- / \__ REQUIREMENTS OF THE A PLICABLE BUILDING . I O '` INSULATION O FIBERGLA55 BATT -.• W/ WEATHER THICK PLASTER CODE APA FATED - Dab: 20 SEPT x(04 AT O Bl I�•� Ct INSULATION RESISTANT BARRIER k C` SCRATCH COAT VI/ ��`�- FX7. SIDING OR CTHER Scale: AS NnTF!) 1 -.J y 112' 2 N I?, ` NTH THE MFRS INSTALLATION Ert. FIN " 1, u j SELF FURRING MTL. CE 7ME STONE (CODE APPROVED I SILL PLATE - -__- LATH E ,DLLs R :' M '.EE SILL PLATE - SEE - --- - SILL PLATE - SEE SILL PLATT - SEE 4 ACRYLIC POLYMER ( ILLI° B.ATTEt: N ALL IN 1 STRUCT STRUCT. STRUCT. - -" STRUCT. ACCORDANCE WI -- � BONDING AGENT INSTRUCTIONSWE)(31 -IF t' - \'��r -__ O B1 B2pu�""mGTWYWIWI� C (RC1 5� � n G, CAfTMPLACECOYC.11E1.W1E1) E E1 E2 1F EXT YM1LlAtl9fi�LY F F1 F2 �G�rGt�(�2 UPPER LEVEL PI.A1r Q��- � 1�-M- ��- _S1�. _G L,MW RATlC IXTIIrOR WMII A MBL 1 W A W VW $004o•BA"DIe) LOWER LEVEL_ PLAN T GENERIC VON PROPRIETARY ASSEMBLY BASED ONCOMBINING BASED ON U.L. DESIGN NO. 356 IN UNDERWRITERS �• t ITEM %0. 17--1 3 AND 18-1.3 AND FOOTNOTE 17 OF TABLE LABORATORIES INC. (U.L.) FIRE RESIS7ANCE DIRECTORY 7-8 IN THE 1';7 U.A.C. 1 a ,} NOTE' E NOTE: F NOTE: N t I I 1. NON-RATED ASSEM4LY O '. NON--RATED ASSEMBLY O 1, NON-RATED ASSEMBLY O O 3 1 " ; 2. 1 HR. FIRE RESIS,IVE COF'OCTION O F2 2- 1 HR. FIRE RESISTIVE CONSTRUCTION O F2 2. 1 HR. FIRE RESISTIVT CONSTRUCTION O J A2 . 1 WALL TYPES ,, o� I , A2.1 SCALE T" - ,' - o„ j F M? 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BD. `1C�V`'�„y+ O INI FACE' r C �ABLE r �LL g, "DGSS r �` ``---- ] PO IRl15S t:Ik DER - SEE SigUC T \ 1 HR. FIRE RATE WALL ASSEMBLY - SEE \ FLR. PLAN W4 LL YYPkS SHT. A2.1 / -- R-30 FIBERGLASS � BATT INSUL. - TYP. -1 HR. FIRE RATED C.G. ASSEMBLY _ BARE END �j - 2 LAYERS S/B' GYP. BD. Z4 OF �)�� 2 ■ WO STUD FRAMING �Jj O 18' OC. AT CHIMNEY I G1 Wi 2 to OLFING AT - STI. HOIST BEAU 10''7" QC ViR'DCALLY - SEF STRUCY PROVIDESt5 22 TOP OF UPPER LEVEL PLATE iwlSr STRAPAP FROM FROM WD ___ -- LINE OF ELEV. CAO ._� 5TUU CHIMNEY FRAMING 234'-B"�^•- �-`- �------- - - - ---- '� TO ADJACENI WO STUD MI FRANG AT UPPER IE VEL FLOOR, CEILING, k k00F __ -C - - ------- F1E1 I 7 1 FIR. FIRE RATED WALL ASSEMBLY - SEE� (_ it FLR. PLAN k WAIL TYPES SHT. A2.1 r b CONT PRECAST CONCR BANU to/ 2' • 1 b EM Ia L1 12•) i + FLR. SH i. T E - RIM JST. W/ 2 ■ BLKG, AT RATED WALL } tls�tr SEE 5 RUCT. ASEMBIv R-30 FIBERGLASS BA 17 _ - 1" GYPCRETE FLR. TOPPING a INSUL AT FLR. J:.TS. OVER ---' --� _--� c =,1-_ -__-- _ OP OF UPPER LEVEL GYPCItETE SLAP r t -- - _ s_� z�ii- LA UNCONDITIONED SPACE ". 't'�� rr �_-_--_ .-_-R. _.—. __ -TOP '- -- NON-BEARING STUD WAIT. - - - _ �_- _--------------•- I I` OS TO RAISED CUFUNDERSIDE OF FCR \ ---- -- ----- -_«--_-- - —— _- - -- s 1 HR,PLAN L RATED WALIWALL ASSEMBLY SHT. A2,11 1 SEE C31RD AT STAIR LANDING i P-30 f IBE RGL ASS BA 1 T )R T SEE STRUC T. - / — ME9 STIFFNER - SEE STRUCT. INS'll AT rt.R JSTS - • \ • OVER UNCONDITIONED `—RIM JST. -• STRUCT. CENJt ';'AIR lANO1NC'• ----1 I SPAC' RIM KIST - SCE STRICT ----- L IJE - -O •�.,M';;,1ut•4 T. 1µr. ��, _---._—__ .-- —_ L. F1STL. LADDER p ® /Cm tF T. I L • r R / - CONCR. STEM WALL - SEE STRUCT. CONCR RET WALL SCC STRUCT -- .; -_— _- �FfN. OR. TOP OF LOVER LEVEL CONCR. SLAB C _ ---- ftp _tit-rt—r-- - - VARIES -- - '-��,-6• - - - CONCR. SLAB - SEE STRUCT. ''1�ITT- .� . 9r4 ill-Til- (1) C LLC. FOCTING - SEE S fRLIC t -- waw -� CONT.. RET. WALL SFE STRUCT CONCR. FOOTING SEE STRUCT. CONCR. TOOTING - SEE STRUCT. coNc Frc SEE sTRucTUj TOP_OF ELEVATOR PIT CONCR. SLAB - - 209=4" - - �-' SUMP PIT BEYOND - SEF STRUCT. 0 01 BUILDING SECTION A Q A3.1 f 'L 4 L ,I. A 5. w_ SCALE 1/4' = 1' - 0" ter'" SS S 4 RESTROOM NOTES ^ I ._.__.---�'-,�----- - - STSEE COLUMN TR CT r;-2* I I. TOIIFi ROOM FLOORS SHAH HAVE A SMOOTH HARD, _ -2" B'-2 1/2• �'_4• NONABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CONCRETE, —+ - - CERAMIC TILE, OR OTHER APPROVED MATERIAL THAT EXTCNDS -T cutI CLR --_ UPWARD ONTO THE WALLS AT LEAST 5 INCHES. 2. WALLS WITHIN ? IFFY CTF TNf FRONT AND SLOES OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD - I - NONABSORBENI SURFACE SUCH AS PORTLAND CEMENT, CONCRETT, j NIANU it1p CERAMIC TILE OR OTHER SMOOTH HARD NONABSORBENt SURFACE k - •,f. •� 3 Al TO A HEIGHT OF A FEET, AND EXCEPT FOR STRUCTURAL ELEMENTS. IUD Iq 3' N - IS NOT ADVERSF.Iv AFFF.CiFD BY MOISTURE THE MATERIALS USED IN SUCH HALLS SHALL BE OF A TWE THAT H N OPP. MND. _ + 1-- -MECH. SHAFT, 03 05 �, ISSUES & REVISIONS i 1 — -- �- , ry�Q I SUMP PIT h0. dift C�IghI( SEE STRUCT M 1 d � 03r--�-Nv � 0] - - \ / 1 Al I W�3, - E IJY� I W - ..- J r P. Bt HAND Al _ HANDim �I \ \ _ ELEVATOR NOTES --_ Lm I on 1. HYDRAULIC HOIElESS 2,000 LB CAPACITY ELEVATOR BY KONF -- of -_ - INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MFR'S _7Y__ .___J n _. .. L____ __-_ __J ; Clarke V 2 __ ___ __. ___ Sr'ECLfICACUNS AND ALL APPLICABLE CODES ELEVATOR � � ' TCG t •—.- - '� - � --- -" -- ---- ----O SUBCONTRACTOR TO CONTACT OREGON BUILDING CODES DIVISION ' I-- - ^ ELEVATOR SAFETY DIVISION FOR REVIEW AND AOF'BF(AN OF Building j I Al I ELEVATOR CALL �^/ a ELE1MTfxt ANO MACHINE RpgM PLANS PRIOR YO BEhTNNING WORK ��! BUTTON LOCATION Al Al - M. LADDER ON ELEVATOR INSTALLATION. ( 1 t I I Al T• >r 1 1 , J 3. A HOIST BEAM IS REQUIRED FOR INSTALLATION OF iLFVATOR. ELEVATOR CALL VERIFY HOIST BEAM LOCATION AND REOUIREMENTS W/ KONE RFP BUTTON LOCATION PRIOR TO PLACEMENT TO MEET AI_L APPLICABLE CODES At I j J -- STRUCTURAL REQUIREMENTS - 1 - - ee 1. MINIMUM Y-0" CLEAR THROUGH(7UT ENTIRE MACHINE ROOM Tigard, Orog0n a1 A7 / At 5. NO UNRELATED PIPES, bUCiS IXt WIRtNC M L01MED. ACCESS Date: 7.0 SEPT 2004 Scale: AS NOTED �' I 4'-B- - - B' 1/2' 4-B" _ 3'-� 4r - PANELS ARE ALLOWED IF THEY ONLY ACCESS ROOM REI ATF-D C9EQUIPMENT 4' 1/2" 4'-B 1/2' HALL 1 ® 8. MACKAE ROOM ODOR TO BE PROVIDED WITH SELr-CIOSING it ^l AND SELF LC`CKLNG HARDWARE AND SIGNAGE' ------1--------------- ---------- -__--- --� 7. MACHINE ROOM 10 BE PROVIDED 0(H 19 FOOT CANDLE. MIN :} __-_.___ -.. -__-'. CD) __ _ OF ILLUMINATION 101-7 ----- --" — — — (� PARTIAL ENLARGED P�� / BLUMNATIONA TO 8E PROVIDED WITH 10 FOOT CANDLE MIN. OF BUILDING SECTION AIT 9 PROVIDE VFNT OR THERMOSTATICALLY CONTROAUD FAN AT I [J I .I I /, MACHINE ROOM 10. PROVIDE GYP BD. CEILING AT MACHINE ROOM BELOW DUCTS All &A31 ENLARGED UPPER LEVEL RESTROOMS & ELE N 1q MFC), SHAT T ABDVE VATOR PLAN 02ENLARGED LOWER LEVEL RESTROOMS & ELEVATOR PLAN N � LI? SCALE 1/4" 1' - 0" A3.1 - -- SCALE 1/4" = t' U" e1Tn)Evr 1 ROYCEDO NOT REPRODUCEp }.: im 00, ' Itn�pr�,1�R'A!gaw�rNL�Telr�tr4w+du:+wfr,:alAal+n+Mak _ : `r, T;c .... , ,,.; _' 111Th .:...' :y. �- Cm;., .AaAR� + ` I I I I I ( � 1111�nn11,111iu11 nl;u1 luu 11111iiii u11un 11111!11 11111111 111 1�luu nnlnulnnlnl 1 ninlllnniun1111111111+1n1�u111�1111uu�1ii�jiiii�►l, LEOMlILITY STRIP A IOMm.I(T ' 1r ( ( 12 13 4 11 1119 lit 20 21 22 21 24 2 5 2F-, 2 i2 f3 2 g 30 I, MONI • !Oa Ie. 1 5• _ iomotwo - , L. r I,•4 t ur $ 1, 1 , f ja 1 "A 1 • I f. I h 3 fT I MFR U AA. Ill SEE STRUCT- 2► PURuN - \ - +'" SEE STRUCT. \ 2■ QVERFRAMING - SEC 51RuCT 2• DECKING - ! I #320 li!RNW St, Sufis 103 SEE STRUCT. R.R. - SEE STRUC T \ I PoTtlalnd OR 97227 S;= tIMBEA TRUSS - www.stusiveroyce Com A '�. SEE STRUC T. p.803.287 64D4 INSUL ASS ATT t 503 21.3 5909 BATT INSU� JI GIRDER END TRUSS GARIE END TIEu55 // \_ \\ \�� .� r 1 �. ��✓ �,/'� V � 1 ORDER TRUSS ,•`.• 4 ■ STRUT - SEE ` STRUCT. / .•�� '•-_ r-CONT. DR. 2 . SOLID �• ____ _ T.O. SM. •ENTRANCE / 236'-e• T.O. UPPER LEVEL PL. TOP OF UPPER LEVEL PLATE OTT. OF TRUE ORDER 1 HR- FIRE Fill CLQ MFAO. TRUSS -- E �•• _ - 234'-O• - -- - -- - - - — - - / ASSEMBLY -- Z LAYERS SIO GInDER - SEE + FM 234'-B' TWE 'x' GYP K. OVER Z ■ WD.I I OF i •a STRUCT. + _ FRAMING ENC R. SLAB - SEE STRUCT. i HR. FIRE RATED S WALL ASSEMBLY - FI E1 SSEE FLR. PLAN & ILL n WALL 1YPf S SHY. A2 1 I I, --- CONT. PRECAST ' - STAIR NOSING$ SMALL BE. FLUSH AND Rv'1NOEU TU � - i ( / H A RADIUS OF 1/2" MAX. RISERS SHALL BF. SLOPED ( NCR AND I / 2" ■ 12") I OR THE UNDERSIDE OF TOIL Ni SHALL HAVE AN ANGLE OF NOT LESS THAN 60 DEGREES FROM THE MT SEE STA`.HOFTIZONTAL, NOSINCS SHALL PROJECT NO RE - - . MOTHAN STP' RATE - \ SEES R.SHY. WAIL CSI J - FLR. SHTG.1 " GYPCRETE FLR. TOPPING I I SEPARATE PERMIT Fill 8M - SEE .°TRUC1 GWCRETERSLAB LEVEL TOP OF UPPER LEYEI CONCR SLAB r•e.r �1 - _.-, t i F`r{.`% 124 l 224'-6" W J ---- — _ STL. CANOPY - / SE RRC T All SEPARATE PERMIT f I - 1 HR. FIRE RATED WALL ASSEMBLY - PIR. T _ STRUCT, TI- A 130E l JSRS OAR WALL INSUL. - �- SEE . FI PLAN UNCONDITIONED SPACE f R-30 FIBERGLASS �Rr _ SEE STRUM I � WALL TYPES SHY. 1 C1 BATT INSUL. AT FLR STL KAM - SEL STRUCT.•-- JSTS. OVER RETAINING Il EMT, CEM. PLSIR O SOFFIT -� TACT SLE MECH. UNCONDITIONED SPACE UCT. UAl U SEE STR 1 101 -o ' i IHR FIRE RESISTIVE OONM SWIFT STRUCT. CONSTRUCTION - SEE i F2 I I •� TO LOWER lPLAN k WALL TYPES SHY. A2.1 M CON:R. SLA3 TOP OF LOWER LE'.ft CONCR. SL AB -- -- -�_- --- 213-6" P- 7.5 RIGID INSUL. BOARD ONDEPL Sl AS FDGES AT Im I- GR n DE - TYP CONE. 0". In - !EE — - z; CONT. CONR. FTC. - SfE STRUCT Z S�RUC' I cn J UJ 01 BUILDING SECTION C BUILDING SECTION B A3.2 I SCALE 1/4" = 1' - 0" A 3.2 SCALE 1/4" 1' -- 0" L Iw NOTE FOR i iA INFO SEE CECTil B/A3 i LU ABBREVIATIONS NOTES 0 FIPF FXTINGuISHER FE FIRE F'(TINGUISHl 1. HOT WATER & DRAIN PIPES IN RECESSED GB GRAB BAR CABINET EXPOSED UNDER LAVATORIES SHALL BL MI MIRROR INSULATED OR OTHERWISE COVERED. PTD PAPER TOwEI DISPENSER SC SEAT COVER DISPENSER 2. THERE SHALL 6E NO SHARP OR MOP SD SOAP DISPER nm ABRAJVE SURFACES UNDER LAVATORIES "OLDER U 1P TOILET PAPER OIDE-R O .A Ole { Q 0 I D t • I b �I h< n -t- i - to I � 12 +_ I pI V 2 I I A,.; ($0) (GA) (TP) (SM) (PTO) (PTO) (SC) (MI) (FF) i ISSUES& (REVISIONS � 02 TYPICAL ADA MOUNTING FiEIGMTS Tro.� +�;- — A3.2 10-14-04 -SUNNY 24"■36" _ WA/EP, 24•"3" MIRROR \ SN�P �'• ---WATER RESISTANT GYP. IMPFRV10U5 $URI.^r�_ � � I RESI$1ANT- 1 TYP. U.N.O, lL�hI\�.I Office SO. TYP. Lim 0 WAINSCOTTING ( 4A' 'I) OW' d0' � —IMPERVIOUS ` \ 'it SUPFACF IBuilding WAINSCOT TING TYP / —TOILET , _ PARTITION I t 1 Tigard, Oregon SO b10 J so Mks: 20 SEPT 2W4 SM L-� 914D 0 "ENS 1 ( 1 I • __ SOD / BcahF. AS NOTED TP t 1 :111 YU IL _j € ,: BUILDING SEC?IUNS INTERIOR ELEVATIONS I os INTERIOR TIAS MEN 102, MEN 203. OPP HAND WOMEIJ )02, WOMEN 202) INTERIOR ELEVATION - woMEN 203 (OPP HAND MEN) 202) 03 RESTROOM INTERIOR ELEVATION woMEN ,02 (DPP HAND MEN ,0.3) / /""1 . BARS R TOILET ACCESSORII$ S^ALF 3/8" = 1' - O" A3.1 NOTE: SEF. DRAWING 2/A3.2 FOR LOCATION of GRAB BARS a TOILET ACCESSORIES SCALE 3/8" = 1' - O" A3 2 NOTE: Sf.E DRAWING ?/A3 2 rOP IOCATIDN OF CRAW BARS do TOlE1 ACCESSORIES SCALE 3 'B" = 1' - 0" O eTUIEVE A ROYCE M DO NOT REPROOl10E WMIOI►PVPNAISU4M20iD4 lip t I ' LEOI�R.Ri lTv,p (IoTlnoal.la, TRIP 10 1 r 2 I 14 I III 9III III2nnl1nI.l,IInl�l r2rl 2Ill;u2nl3n I u2n�4u&ll.t�kll2u,5 nt,:lsrT�«u28 rn:u�u2ul7li t►omI�u•.2nl8 liun�l�nl 29 30 5 _ I Cft f E Il111114 ILI'Ill,Ill I IWIL 11'11114 an dg; • :: ..n o�.., Y ,,., , I. ., ro t,.. 1 � ,. k" ., L ti�• :a J' r ,cl I��'�,N" 1' Y{{I y'i W s,I,,4:T'r�'v I.rLL,6�'.� 'a.I' .�b+.+h�S4�koroi.r1.'.. 't{ ✓•A � 'rJ);1*4,t( °" YrrPry 9^. .iITr�[,.'':!\ �•'•x•,1: I . h��',,I ask ( • Yrci 2RAM ,( t• I I , wi I t 4C ( I 7 , J I I WAVATION KEYNOTER - 1. 6 X 8 W. POST - SEE STRUCT. 2 8 ■ 12 BM - SEE STRUCT 3. 1 ■ 4 WD. FACIA BD. - PAINTED I 4. 2 ■ Ylp FACIA (9 3/ 4' NET) - PAINTED 5. TRUSS TOP CHORD (4 a 10) SEE STRUCT. Fa o J � Q �� K A 8 �) QDn STRUCT 820 N Rivet St, aF W Wts 103 ` J 6 TRUSS BOTTOM CHORD (4 . 10) - SLOPE s 4.5 'A C A B [ 7. WD_ CASING - 1 . 10 - PAINTED pofttand OR 97227 A3. ' S. STONE VENEER OVER CAST IN PLACE CONCR. WAIL www atueveFoyoa.cam 9. INE OF RAMP - SEE o L• . 6 Russ CHORD FLOOR srRuc�. 503.287.6404 I 1 1 F - f 503 213 5909 b 11. 1\ RESISTIVE CONSTRUCTION - Ext, CEM PIASTER 1 iN SEE FLOOR PLR PLAN 1t WALL TYPES SHT. A2.1 ---_ -i - - -- 12. ' HR FIRE RATED WALL ASSEMBLY - ADHERED VZ14EER STONE SEE FLOOR PLAN III WALL TYPES SHY. A2.1 tV /141 I --x,29 13. 1 HR. FIRE RATED WALL ASSEMBLY - EXT CEMENT PLSTR. SEE FLOOR PLAN 11 WALL TYPES SMT. A2.1 f (r I I 1 I I / 14. 1 HR. FIRE RATED WALL ASSEMBLY - WD BOARD dr BATTFN Sit ( l `/� •T� e I I , WALL TYPES SH1 A2.1 C� ' 13 V (- 1� 32 ((------�� I I 15. PRECASi CONCR. BAND - TYP, 16. ADHERED VENEER STONE CAS I ` �/ I�- T.Q. UPpPR LEVEE PL. 17. BOARD k BATTEN trI �^► 7^ (,t��{ - T.O. UPPER LEVEL PL _ r(; V /'� - 234-6'-- - -- - --- -; ---- ----- ------- --- T34'�8 - - -- - - --- 18. EXT. CEM. PLSTR. J \-J ----- -! - 19. PREFINISHED SHT. MTL. CUTTER r _ - -- . I. � - f 35 ; - 13 I le> FLR. PLAN 11 WALL TYPES SHT, A2.1 20 1 HR. FIRE RESISTIVE CONSTR - ADHERED VENEER STONE. - SFE r 21. PREFINIS14ED SHT. MTL. ASSEMBLY OVER SHT. MTL. DAR GAS „ 1 _ - -------- -----... VONT FROM FIREPLACE - SCE BLDG. SECTION A SHT A.1.1 w LU. UPr , LEVEL GYPCRETE SLAB ;i T.O. UPPER LEVEL OYPCREIE 3uB 22. STEEL CANOPY ASSEMBLY (SHOWN DASHED) - SEPARATE PERMIT -- -- --... --- -- - 224'-e= r r- '�- - - - - -- - -244'-e•-- - - -- - 23. WOOD FASCIA BD. 1I 24. NON-STRUCTURAL WD. OUTRIGGER - • ■ MIN. - TYP, 25. CONCR. RET. WALL SHOWN DASHED I II I I I I I I I •'-' \2r- 20. CONi. CONCR. rTG. SHOWN DASHED - TYP, I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- _ - _ - - -- - _- 27. LINE T STEPPED CONIC. FOUNDATION STEM WALL • I I I I I 1 O. LOWtR IEYrLI. CONCR. SLAB _ _ -4 ._ L►-_ - - .- - - .. - - - _ - - .. - _ - - - - -- - - - - - - ._ - - -. _ .. - _. - _ - - - - _ -- -. - .. .- .- - ._ _ ._ _ _ _ __. _ f.0 OWE LF VEI CONCH Sl AB C - - - - - - - - _ - - -- - _ - - - - - - - - - - - -. - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - 29. RDOFING - ASPHAIT141u0 SHINGLE - SEE ROOF PL At, S-7 ASI - - - 30. ATTIC VENT- SIZE AI LOCATE At; REQ'D. .. PER ROOF VENTING �� 1 -- - - - REQUIREMENT'S O ROOF PLAN - SHT. A5.1 i 31. TOP OF CONIC. STEM WALL SHOWN DASHED ;t yY. 32. FASCIA 00. B 33, WOOD BEAM - 6 it 6 A - - A3.1 As.� •� 34. WOOD OU TRIGGE P - 6 . 6 35. WOOD KNEE BFACE - 6 . 6 Z NOR?'H E-EVATION 01 WEST ELEVATION 36 CONCR. STAIRS LANDING - RISERS SHALL NOT BE LESS THAN 03 4' N^4 GREATER THAN 7' IN HEIGHT. TREADS SHALL NOT BE LESS SCAT-E 1/A" - 1' - U" A4.1 SCALE : 1/8" - 1' - 0" THAN 1T' AS MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FURTHERMOST POROJECTION OF ADJACENT TREADS. 37. STAIRWAYS SHALL HAVE HANDRAILS ION EACH SIDE - 1 1/2' /A, iAM. GALV. PIPE HANDRAIUNG MOUNTED BETWEEN 34 AND 38 y/ INCHES ABOVE THF NOSING OF TREATS, CONTINUOUS THE FULL LENGTH OF THE STAIRS, AND ENDS EXTENDED NOT LESS THAN 17" BEYOND TOP k BOTTOM RISERS 'N/ TERMINATION IN NEWEL POSTS OR C4 SAFETY TERMINALS. Z PZ 3e. STAIR NOS+NGS SHALL DE I LUSH AND ROUNDED TO A RADIUS Or 1/2' MAX. RISERS SHAH BE SLOPED, OR THE UNDERSIDE OF THE NOSING SHALT HAVE AN ANGIE OF NOT !ESS THAN 60 DECREES FROM 4 THE HORIZONTAL. NOSINCS SHAL PROJECT NO MORE T'tAN T - 1.ri' 0WINCHES Ce 30A Er O Q Q F D A 34. ELECTRIC METER LOCATION O A s � W ' �.•' R _ i 1 I B /-tom) AJ.1 � w / t7 ELEVATION NOTES 1 APPROVED ADDRESS NUMi3ER5 SHALL BE PAINTED OR AF-FIXED TO THF FRONT OF THE BUIL DING IN A CONTRASTING AND HICHI Y VISIBI F Co COLOR. THE NUMBERS SHALL NPR M BE LESS THAN SIX (6) INCHES IN 4 1 HEIGHT AND SNAIL BE AFFIXED PRIOR TO FINAL PSECTION 12 1, 17 24 -ISI 2. STRUCTURAL MEMBERS EXPOSED 10 iNE WE ATHFR SHAH HF ■A w I ' I I I r/ \ I PRESSURE- OR EQUAL 000 3. WHERE OPEN SIDES Of STAIRWAYS, AISLES, LANDINGS, AND I 12 12 RAMPS, BALCONIES OR PORCHES. WHICH ARE MORE THAN 30 INCHE I I I I) I I CPADE OR THE FLOOR BELOW SHALL BF nROiECTED D� r• I I Ii 121- i12 I 12(12 1-X12 ABOVE I li 12 GUAPDRAIL NOT LESS THAN 42 INCHES IN HEIGHT TNF TOP Of GUARDRAILS FOR STAIRWAYS, EXCLUSIVE OF THEIR LANDINGS MA.' I I 1 L I 1 HAVE A HEIGHT of 31 10 36 INCHES. OPEN STAIR RAILINGS AND III' I GUARDRAILS SHALL HAVE INTERMEO'AlE FAILS OR AN ORNAMENTAL PATTERN SUCH THAT AN OBJECT 4 INCHES IN DIAMETER CANNOT PASS LQ UPPtR LEVEL K. T.O. UPPER LE•JFI PL. 234'-1234 8 r, , LU 4 31 ISSUES & REVISIONS • •. 1 1 \ , T.O. UPPER LEVEL OMCRETE SLAB r10. --' ------ ^Q. UNPE-^-- -- ---- - ---- - -- ------- ' -A------_ -- - -� -- --- - ---- -. --_ - - ----. ----- ---- - -- -- 04 R LEVEL QYPf,2EETE SLOE! _ _ _ _ �•� _ - - '24'-e• i _ 22a�-e' ,I� a� , - - - - - l - - ------------- - ---------�---- - - -164 I ----�1c-ii-a-�_aE=suetrliT , ion ---- --- _ �1 31 07 __-_- + _� T.O. LONER L."ML CONCR. SLAB _-..__.. _---- - -__-- 1 T.O LONER LEVEL CONCR. SLAB 213'-e' - - - -_._- � - __ - _ _ - - -- - - - - - -. - _ - _ _- --_-- 36'. �� 1 Clarke Office , - - - - - - - - -- - - - - - - - - - - - - - - - - i i 26 Building C 3 A3.1 3,? Tigard, OrogoR Date: 20 SEPT. 2004 ScaEk: AS NOT( p ELEVATION _ EAST ELE��ATION d4 SOUTH U2 �A4.1 SCALE . 1/8" = 1' - 0" A4.1 SCALAo- EXTERIOR ELE1'AT10NS A4 . 1 y� ,Y PB e sn>�a Frorce AF+CHT� , kl�f 5V si�.° I FRE w L - 14(17 RE9NOUl10E VKTFatDl/l' IMFlle o0 1q � Mr I u+w.r+W_ 2t ranw�Kra+JAwr1n, .. ,.. . a ,1II ! 1I1111 11I I + I CmI i (::1I IiuI !1111 1111Il .. IiI11II1.-1.n<.• I III...1111111111111 11.1 0 � IOncm 10 11 12 13 14 1I 9 20 .111.1.2 1.1 1l1,1.11u2n•2n1;Il2irI 3unln= 2n 4inlj li2u 3Till 1 nu2I8 lul i in2i(7i�2l l8+ii Ni2i�9i3ii� 0 :r.,._- ..�.+�,.w.. ,. � .. _ .-.. ..•-....,,,......», ',x.+w( c1`Ioii� lY11IM�IF�tlf�gdt.•nM1•.-..::;., ':.. . I :4 1 • ItoL • IO1L08 re , IVr r k Ilf "A kl]! • V��rr�r);.riiLt.Foe• k�A' 'w Y �r •1 a, ,•,�. SIS.. _.! i t lr: • PLYWOOD INTO. - SEE STRUCT. r!_----- ASPHALT COMP SHINGLE ROOFING. SEE ROOF PLAN INSUL. BAFFLE TO PROVIDE 1' AIRSPACE MIN. DETWEN MSU: t RF. SHTG. - OMIT AI PROIECIED WALL ASFcMBLY ALONG PhOPERTY 820 N River St, Suft 103 LINE Portland OR 97727 CONT. 2 -2 x BLKG. (DASHED) AT ALL WALLS SUPPORTING TRUSSES 3 - 1" • HOLES PER EA. CROSS BLK. - OMIT WWIN.6IUOVOrOyC@.COFT1 AT PROTECTED WALL ASSEMBLY ALONG PROPERTY IINE p.503.287.8404 `\ f 503.213.5909 DRIP EDGE - �� NRFFIN. SHT. MTL. 2 P 3/8' -- - / \ ! TOP OF UPPER LEVEL PLATE TYPE 'X'x'' GYP. Of). .' ''. - -- _E - - - Q ►''1 i FIBERGLAS BATT .- - \ 214'_8" L INSUL. �- GUT fEN - PREFIN. SHT. MIL. 1 ` ilzepxzi` MFR'D, WOOD ---� G TRUSS - SFc C _ 1 1 x 8 FASCIA BO ; // j; STRUCT � `-- - 2 x SUB FASCIA CJNI. W,� 2 x BL.XC. I � / BLKG. ONLY AT PRr,TECTED WALL A:SEMBLY ALONG PROPERTY LINE _ CONT. SCREENED SOFFIT VENT - OMIT AT I �y� PROTECTED WALL ASSEMBLY ALONG PROPERTY LINE �9T 7 1/.2' PLYWD. SOFFIT 1 `e 5/8' TYPE 'X' GYP. BD. - ONLY Al PROTECTED OF WALL ASSEMBLY ALONG PROPERTY LINE I GUTTER - TYP. `� SEE ROOF PLAN S. D.S. D.S. �_� D,S _ FIIIFRG1AS BATT ( R / r9:14 0:12 ' 0:12 i:11 A� -- PLYWD. SHEATHING I J I - - - - --- - - SEE STRuCT. I T CLASS 8 ROrrINC FOR ENTIRE BUILDING - I 7 x 8 S1UOS O 18' O.C. I ASPHALT COMP. SHINGLE ATTIC DRAFT STOP---,,,..I ROOFING OVER 015 ROOFING ATTIC SUB-AREA - 1692 S.F. I I [,FELT OVER 1/2' PLYWO. l.. 1 ----- EXT. CEMENT PLASTER - 1892 ■ 1%300 - 5.8 S.F. REO'D. - 1 I SITE FI.R PLAN k WALL PROVIDE 2.8 S.F' I. GABLE VENT 1 T)PES - SHEET A2.1 AND/ OR RIDGE VENT ANU L.8 S.F I I -CHBANEY O SOFFIT VENTS AND ATTIC VENTS I 5/8' TYPE 'X' BD. I I A3.1 I _••\ I I 1 I a I LINE OF ROOF - TYP I I RIM I FIDGE W' CONT kIDGL VENT I I -- 1 9 AJ.1 1'-0' O RAKE ' ---------CONT. PRECAST CONC. BAND (�/-- - TYP. i ATTIC SUB-AREA - 791 S.F. 2"x12') SET IN SCRATCH COA1 W%0 LINE OF BLDG. O UPFIF _ 1 1 792 x 1/300 - 2 6 S.F. REO'D. - INTERRUPTING WEATHER RESIST. FLOOR LEVEL. - TYP. L7 I ♦... PROVIDE 1.3 S.F. O GABLE VENT w BARRIER. ALIGN W/ BOTTOM OF /� I AND/ OR RIDGE VENT AND 1.3 $F 4 44 t x WINDOW ASSEMBLY - TYP. ( C }- -_ - ---- - _- I r ;� O SOFFIT VENT ■ i p L I w 7 � -- ADHERED CULTURED STONE T SEE FLR. PLAN At WALL. a TYPES SHEET .A2.1 �. 1 N� k.,•► i I t 14 11 191$ t' GYPCRETE FLR. SHTG. _ -- - - GBL 2 ■ B SOLE PLATE ATTIC DRAFT STOP - e SEE STRUCT r- --------- - ' l E - o. -� os. -- D.s. I Iall C4 LOW PROFILE SCREENED AT11C VENT -- , -�- TOP OF UPPER LEVEL CYPCREIE SLAB Bt S0. INCHES MIN. OF FREE I 224'-8" VENTILATION AREA - IYP. _ II I � � STL CANOPY UNE O - - - ---------- ---` II -- SEE STRUCT. - UPPER LEVEL FLR. - RIM JOIST LUCITE ATTIC VENtS 10'-0' MIN _ I I 4) YYP. UNDER SEPARATE PERMIT II ----- CONT.- 2 x BLKG (DASHED) - AT PROTECTED FROM PROPERTY LINE I WALL ASSEMBLY ALONG PROT'Er71Y LINE AND I 1 WALLS SUPPORTING TRUSSES I I , O -- -- -- - - -1--^ - TJI FLR. JOIST - SEF STRUCL. J 3 I IN I I 3. I I I •EA. I is - T1!P CO - -- - 1 R-19 FIBERGLASS °BATT RADEIJSUL. ABOVEI ( .U.Nr now ATTIC SUB-AREA . 1240 S.F. ( I 1220 x 1 30 4.03 SF. REO'D. Lm w'I S I D.S. PROVIDE 2.0 S F, f1 GABLE VENT -- -- Q - - _ _ _ _ _ _ - - - - Ah^./ OR RIDGE VENT AND 2.0 S.F i - - - l O S:IFFIT VENTS AND ROOF VENTS i r 6,-0* — 10'0_ � � ♦ n I 1 ___- _ �' FIN. OR. VARIES I R-11 FIBERGLASS ♦ 1=I I-- "Imo, - ... �, —TROOF--CEILING ASSFMBI Y EATT INSUt. BELOW -III-�I I I_I I I��I PENETRATIONS PROHIBITED WITHIN GRADf. LIQ10 FT. OF A 1= I 1 PER U.B.0 INTERIOR ECT. 709 4.1 FACE 2 ♦ _III --�'�""��I��I I I 1 PhOVIDE FIRE DAMPERS FOR MECH. FOUIP. EXHAUST WITHIN THIS I- ILMI I LL-•�11:."I DISTANCE. • ,_I I II L L ISSUES& REVIEHONS j no. -AIML- 9-20-04 dudi- 4 5/8" GYP. BD. 9-ZD-01 FERMI SUT—"�BMIT _-1-14-04 --_RE-SUBMIT r I ROOF PLAN NOTES _ a a • 3" ■ 4' PREFINISHED MTL, DOVOISPOUT OR 4'0 IN THE WALL CAST IRON PIPE - — I - - COLIC RETAINING CONUUCT TO NON-CORR09VF UNDERGROUND DRAINAGE. DEVICE - SEE CIVIL DRAWINGS. I WAI;- SEE STRUCT. - FIELD VERIFY DOWNSPOUI LV:'ATIONS 9S ! 2. PREFINISHED SHT. MIL. GUTTER TYP. .�._. WATER'ROOF I MEMBRANE 3. STL. FRAMED CANOPY W/ MTL. DECKING O UPPER LEVEL FLOOR - SEPARATE PERMIT T d Clarke Offl t� W SND SLAB I Building e W/ SAND & GRAVEL BASE. — SEE STRUCT. Tigard, Oregon Q n TOP OF LOWER LEVEL CONCR. SLAB 213'-8" - --- - - Dab: 20 SEPT 2004 • 4 I o� ROOD PLAN " Scab: AS NOTED -- A5.1 1' n' T=" -III ORAIN PIPE - SEE w -1 I,—III~L1 III SIRUCT. YL I ISI I I-I I III— - CONT. FTG - SFE ROOF o PUN STRUCT. TYPICAL WALL SECTION ♦Q 4 A5 . 1 02 TYPICAL WALL SECTION - I A5.1 SCALE 3/4' - 1' - 0" F 23 O 6T11EVE A ROYCE ARCMTICTI�, Inc. x�yX T 00 NOT REPRODUCE YWn* n DII I I�. i V, 5 > tram „4rsyrw � •• ,a..,.....,.-....i..:.;.-:rox.,+.+.,............,.nevM.,vaMrfr..IswwsuvrsrrllMNrr i L -. - -_. _ _ .. ._ rM 1111111 1!1111{11 i111 II11 ILII ILII ILII ILII Istllllll'llll ILII ILII Ilii I!N ILII 111'1111 IIIA II ISI II I I I r'�' ''�L;' ' r� � �� z._t, LE018111fY STRIP �, I I I I I f I I I I I II I1 III II 11111!11 !111111!1 rl!11 1 }11111 Illllflll UIIIIIII 111111111 IIIIIIIII 111111111 Illllllll 11111;n1 IIIf1uu lullllll 111111n1 lilt lul Ii11111 I !!111u11 Ilnlnn +s 6 I N 1Omn.l Cm d ILO 111 1; ;a''1 Id 1!! I T IA Ilii ZO 21 22 23 24 25 2E; 27 28 29 30 ) ti fi t: I L I I HONI s i ,I .w. .. - .o' !1 ...la + ...' .. ,. � .. r op .. .. �I1 a ... . ..,. .. .. ' J L i f ; Y 41 n I i i I < 1 � I I i ' r WINDOW SCHEDULE DOOR SCHEDULE SIZE SIZE DOOR FRAME u HEADER HT. r_ TO SUBFIR U LU I -� -� atp O YNDTN j HrIc3HT (APPROX.ONLY) TYPE FRAME SCREEN HEAD JAM S&L 4' NOTE8 Q s F � � LA � ; � NOTES A 2'-10" 5--0- 8r-i' A HM 2/A6.1 2/A6.1 3/A6.1 45 MIN. FIRE RATED WINDOW ASSEMBLY 101A - ° 820 N RIVsr St, Suns 103 - `_- -_ 3r_ r_ t 3/4 B SC WD P-1 LHM P-1 - - A.D.A. ACCESSIBLE THRESHOLD - SEE DTL^1/A6.1 P OR 57277 H 2'-10' 2'-8" 8'-1" B HM 6/A6.1 8/A6.1 7/A6.1 45 MIN. FIRE RATED WINDOW ASSEMBLY 102 3'-0" 8'-0" 1 3/4" A SIC WD P-1 - I - P-1 - t - PROVIDE OCCUPIED INDICATOR C 2'-6" 4'-6" 8'-1" D ALUM- -- - -� ----v--_-_ 103 -0"3' 8'-0" 1 3/4" A SC HM P-1 - tHM IP-1 - - - PROVIDE OCCUPIED INDICATORwsft1°V°fOYC°°0m 5'- • / w 1 Y ` ``- - _- - 1 3/4" A SC HM P-1 - HM P-1 - - - _ p.503.287.6404 -1 -6 8-1 0 ALUM 104A 3-0 8-0 f.503.213.5009 5'-0 6'-6 81-1. --- 0 ALUM ----------____. .1048 3-0 8,-0+ ---- ' " 1 3/4" A SC WD P-1 - I HM P-1 - - - - F 5'-6- 8'-1. D ALUM - 104C Y-0" B'-0. 1 3/4" A SC WD P-1 - HM P-1 - - - - G 2'-10" 5'-0" 8'-t' - C -- ALUM - ^^ _ " 105A 3.- -,_11r' 1 3/4" B SC WO P-1 - HMI P-1 - - - - A.D.A. ACCESSIBLE THRESHOLD - SEE DTL. 1/A6.1 � H 2'-10" V-6" 9'-10- 0 ALUM _ 1058 3'-0• W-0-11 3/4• A SC WD P-1 - HM P-1 - - - - ---- ----- ��' I J 6'-0" 3'-4` t1'-6` 0 ALUM -- --! 106A 3'-0" 8'-0"1 1 3/4" 8 SC WD P-1 - HM P-1 - - - - A.D.A. ACCESSIBLE THRESHOLD - SEE DTL. 1/A6.1 � K 3'-0" 2'-8` 8'-1" - D_ HM - 6/A6.1 6/A6.1 7/A6.1 45 MIN. FIRE RATED WINDOW ASSEMBLY 1068 3'-0"i B'-0" 1 3/4- A SC WD P-1 - HM P-1 - - - - - -.y --- - ---- 107 3'-0" 8'_0" 1 3/4- A SC WD P_1 - HM P-1 - - - - ------- ------ _, __ - V,* / - 109 3'-0" T- 0' 1 3/4" C SC WD P-1 - HM P-1 - - - - SELF CLOSING AND SELF LOCKING HARDWARE OF WINDOW NOTES 201A y._ r_ .° 1 3/4" 8 SC WD P-1 - HM P-1 - - - _ A.O.A. ACCESSISLE THRESHOLD - SEE DTL.-1/A6.t T PROVIDE TEMP GLASS FOR WINDOW GLASS THAT EXTENDS BELOW 18' ABOVE FIN FLR. -- 2018 y._ _ 1 3/4- B SC WO P-1 - HM P-1 - - - - A.D.A. ACCESSIBLE THRESHOLD -_SEE UTL. 1/A6.1 2. TEMP. GLASS WITHIN 24 INCH ARC Of EITHER VERTICAL EDGE OF DOOR IN A CLOSED POSITION 202 3'-0- 8'-G- 1 3/4" A SC WD P-1 - HM P-1 - - - - PROVIDE OCCUPIED INDICATOR TUA AEN FOORAMEO SINGLE FILE HUNG 45 FIRE RATED wIN00w ASSEMBLIES BY FIRE MNpowS A pooRs, 203 3'-0- 8'-0- I1 3/4- A SC WD P-1 - HM P-1 - - - - PROVIDE OCCUPIED INDICATOR - 4 STEEL. FIRE RATED WINDOW ASSEMBLIES w/ sGL HUNG WINDOWS TO BE PROVIDED NIH FUSIBLE .INT 204A 3'-0' 8'-0" 1 3/4" A SC ' WD i P-1 - HM P-1 - - - - 2048 3'-0- B'-0" 1 3/4- A SC WD P-1 - HM P-1 - - - - -- -----' `- - - 205 3'-0" 8'-0" 1 3/4" A SC WD P-1 - HM P-1 - - - - - - -_----- g. CLASS - TIP. a: WIRE GLASS - TVP - - ---- - --- --- 26 ' g. 'ell - >M4 SIN -- -- ------ - -------- ;% 3 ----+k W ----'- -- - - - __ ma Ab, - w AF- w --- - -- --- . e(RATED NII�Ow ASSENATILr) @(RATED 1MIIOOW A56£IiLY) -- ----- - - ----- -- 1-d cm WINDOW TYPES ----- --------- -- � � DOOR NOTES ABBREVIATIONS VARIES - SEE PLAN y 1 OPFRATMG DEICES ON DOORS SHA`: HAVE LFyER OR OTHER SHAPE PERMITTING OPERIATION By MST OR ARM PRESSURE AND NOT REDUIRW+C• TIGHT GRASPING. GENEPAL %mDe,a after not}rev.atanf er to comm See oam ,roan PINCHING OR TMSTING TJ OPERATE AND THAT THE OPEWNG FORCE ON A(�SSIEU DOORS SHALL BE A MAYJMUM OF B 1,12 POUNDS - FORCE °C�'� 0 w WEATHER RESISTANT--��_ __ AC K.ROVYN PROTEGTIUN WJ WOOD �- -�--- O BARRIER 1 ERIN DOORS SHALL BE OPERABLE FROM THE INSIDE MTHOUI THE USE OF A KEY OP ANY SPECIAL XNOMLEDCF OR EFFORT AL ALUMINUM SC SOLID CORE 1 VANES - SEE PLAN PLYWO- SHTG. " I S. MiJWM1Y OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS!SURFACE B9lTS OR ANY OTHER TYPE EFS pEbY NAT MAY USED TO CLOSE OR RESTRAIN CIF CLLtP P P4F(i w H - n_� ' THE DOOR OTHER THAN BY OPERATION OF THE LOO KING DEVICE SHALL NOT BE USF_D WHERE EXIT DOORS ARE USED IN P.IFS ANO APPROVED AUTOMATIC FLUSH E7 EXISiwG ST STAN M ME AIHER RFSISTANY � �' I BATS ARE USED, THE DOOR LEAF HAVNNC THE AITOADC FLUSH BOLTS SHNI HAVE NO DOORKNOB OR SURFACE MOUNTED HARDWARE THE UNLATCHING OF ANY LEAF L - �` - , IT FACTORY FINISH 20 20 MINUTE IRE RATING @MRFt1ER ' '�'IALV. I�� SNAIL IAT RFOUIitC MORE THAN DNF OPERATION. ' PLVMU. SH TG I{ FLASHING` �\ ' I, -- GL GLASS 60 T HOtl+ (AO MIHU E) FIRE RATING r i GYP. B0. HM HOLLOW PETAL 90 ♦!0 NNI11F FINE RATING al FIRST LAKP. H - �__ - 2 • W0. FRAMING L FUSTIC LAMINATF COLOR 120 2 HOUR (120 MINUTE) FIRE RATING CALM, ITL. ------- FLA94 SELF-1,DHESIVE MEMBRANE MTI. d4lAl PL PLASIC UWRLAIE ` OYP 9Da UNDER V.:NOCW FIN !t INTO ANO ANOWED M'W OPENING FIRS' tAYFR :E _ - ) ■ MO. FRAMING -- .�/ ' y �• SZLF-ADNK9i11E IK'1�lAtK UNDER WIDOW DOW FIN ! INTO - Ext Cf M I ' • OP'E NTNG PLASTER - r SEE WALL H ( TYPES ND TRIM ' T n ERT (,Y.M CONT. *f MTL. PLASTER EDGE SEl WALL CAULK - CONT. TvKS ewl, WD. TRIM WINDOW .ASSEMBLY EDGI COIT. 'r Ilion W:?IAII-ON FIN - SEE CAULK - CONT. WINDOW SCHEU. k WINDOW ASSEMBLY ( */NAIL SC ED - SEE . � L WINDOW SCHED - - - - - WINDOW HEAD (JAMB SIM.) 0 RATED (FIXED WINDOW HEAD (JAMB SIM.) a@ RATED � ' � II�,L mv. Sam CLAM ISSUES & REVISIONS 06 WINDOW ASSEMBLY 02 SGL. HUNG WINDOW ASSEMBLY - <0-04 _BERM(' -UBMIT, SCALE 3" 0" A6.1 SCALE 3" - 1' 0- I , I I 0- (SZE L. LOUVER COX R!-SUBMIt A6.1 1 . I I Ib-+�-o: ------- R . - A B 00140 10N OOIL. Im' C A, At P ',ICY 'NtEwrFi (A'uV i rTf 410R) - WINDOW ASSFMBLY - _ I I _ WINDOW ASSEMBLY IN)� A =• H.M.RATED `---•- --- W/NAIL-ON FIN - SEE W/NAIL-ON FIN - SFE Alt H.N NON RATED I wINL70w SCHED. WINDOW SCHED. f -'- C:AULX - CONT. CAULK - CONT. DOOR TYPES - DOOR FRAMES ----- Clarke Office �.WMOOW STOOL /( WD.MNOOW STOOL _ - Building NONCOMBUSTIBLE NONCOMBUSTIBLE \ - CALRa. C(N+' ��"� _{ CAULK. CONT ' y F CONT. �J ANT` CONT. J MTL •:� - rDEQE II -.. WO. WINDOW EDGE WD. WINDOW - ,+ APRON TRIM n r APRON TRIM SEE DOOR SCHED. SELF-ADHESI'i MEMBRANE SELF-ADHESIVE MEMBRANE \ EXTERIOR DOOR i� U1f7ER MOM � INTO I �, - �' UNDER WINDOW h INTO h Tigard, Oregon O1�C 2 w WD. FRAMING OPENING p " WET. FRAMING .- THF!ESHOLD Si . EGET. CEM ' i EXT. CEM -- PLA3TER .. - - -- PLASTER - I -_ - - _ D 20 SEPT 2004 i�W' TYPES TYPES Scale. AS NriTEU SIX WALL .- SEE WALL i p1 YMt1 W Tr, I - GYP. B0. PLYWA). S7NTG.---- - CMP. BD. CONCRETE. SLAB WEATWIER RESISTANt FTN. FLR. t, BARRIER UNDER _-_._---- � .._ 9ARRIF_RR REQ TINT OR OTHER FIN FLR N Q s; NAM,AIG FM k SELF- NAlll... FIN R SELF A„ SVE MEMBRANE ADHESIVE MEMFIRANE SLOPE "++E WAR s - sIc Puw _VARIES- BEE PLAN ___ L WINDOW SCHEDULE u F zx MAX * 1W DOOR SrCHDUL E DOOR S WINDOW DETAIL ,•is S WINDOW SILL (� RATED SGL, HUNG WINDOW SILL 0 RATED !FIXED WINDOW ASSEMBLY � » 0� o WINDOW ASSEMBL`� kf... � 6 . 1 A6.1 SCALE 3" - 1' - 0" A6.1 SCALE 3" 1' o• 01 A.D.A. ACCESSIBLE THRESHOLD . �� A 6.1 - - SCALE 3" o' I J^v a •STUFVE a ROr Ir ARCHIT�TU11E. \ y, DO NOT REPRODUCE VATMM PBLa11�ON . .� a;'Y4 �. .,. ..r ,e�:*,�,.hrN!M .,r;,'tyr101oYi14M'aTll•?(31GIMINI'•Wlr"t�:,•m,:1.a441lWenFksHca ,nym�i�*;:re.1aSM1)( l0..:, .._ _ _. I • - '. „ a ..di.r,rw..h++:w.;.rA..tir...bbw$av i...m_.....:.iwT Mk8RA1WIINK - ....... .. ., ..._.__._....--.._...___ - _..._..-..._._......w..,�_._-..... .....:. ....•. ,- ,.,., .» „-.. ._..,,_._ ,_,,,,,.,� . f V1 e' 1111 1 11 ILII IIII 1111 1111! AA j f U1�M STRIP Lm) I I I I 3 I + I I I 11 111n111.11t' Iul (ullllillullnul fII�� Illuln III I}�1111InIIInIII�IIIIIIIIIlu1(IIIIIInIlilnllu111lullnllnrlli�l!IIUII1uIIInIIlullltnllullnl�IuIIIIIillllll�lll Innluillnnln(II 4 a 1 b p 110 I I 12 13 Ifo E to '�! 17 10 19 A`20 21 22 lea 24 98 2d !? 28 29 30 I if rN,,r: a ':h4 '4 rig - J WON( a !OL! ,v i- c r- S ' IT (;,,�. . rxt. Hr��-�*macro I ,#A. .. -.-., � �•�1 r ... *!.'a.l --.`k,..ii 4'F..N' ,.a; r>•a�,:- 0,:1. r .NlLL'r-., �,IO�'c�r ..' /��;a'�4�'1�1,1'iIW'{]'af�Y�li.YrlA�,.F'YjW�ld�t,•7Y{, �1T�.'+�Yfhk,N�ny':.R1.lrtq$I:!v7?I/.r".�I.:2�i.._.:'(IFu.6.�,.rHiL�l�i:{Eh.Y6.,T.gNH"•.1 til il.i.":N - :�I,-. _ _ I .. r.. .- ., ,,. .. .. r ..... -• 4 .. .. :... ._ 1.: I . 1... Y,1 V ..�f:L w il ..., r1.v:. :i4. ar. ..•..4y .....,. ,. -. -i::. _.rrW.'in:v.A.1...[, ....,r .:y. rM,' _.1. .Ito..:.!YIiI.xnc:W. .-14't,1rhl....,.:•:' V - 'eI 4.(,•, .I tx .6 ,., r<,.. ,, :a :i•tA:' � v .I � ;.1'v -�+.0 ,a: u � w .._.,�.a ,� - .... - o- xy t I. 43 :Y x lyr J i, yay. r t I ' t 4 i ! p 3. I I I FOUNDATION PLAN KEYNOTES FOOTING SCHEDULE 1STL L;(;L TS 5 . 5. 3j16 -- - NOTM _ __ 2. $14. COL. IS 5 a 5 ■ 1!4 I. CENTER ALL FOOTINGS ON COLUMN OR POST ABOYF EXCEPT A: OTNERIMSE NOTED DIMENSIONS REINFORCEIMENT 3. STL. COL. - IS 3 . 3 t 1/4 2. FOO1010S SHALL BEAR ON UNDUSTUP,BED NATIVE SOIL, COMPACTED ENGNEERED FILL, SEE STRUCTURAL NOTES "C. C "D" 4. Sit, COL. - IS 4 a 4 . 1/4 O "A" "a" 1 T (LONG DIRECTION) (SHORT DIRECTION) NOTES 5. 40. PUS) 6 4 6 #1 Of A CONT. FOOTING - SEE DETAIL 2/S5 FOR SIZE & REINF. 6. SIL. CO(-. IS 3 . 3 . 1,4 �- REINF. "c' PARALLEL TO DIM. 'A" (Eo. 8 CON 1. FOOTING - SEE DETAIL 4/S5 FOR SIZE & REINF. M) POST - 6 . e 820 N River St, SuiOs 103 SPACED) PoFtland OR 97227 C RETAINING WALL FOOTING - SEE DETAIL 7/S5 FOR SIZE & REINF d. Mti. POST - 6 a 6 - �' I ---- -` 9 wD POST - 4 4 6 WWW.stueveroyce.corn 1 I r _ - D 4'-6" 40-6- 2.-3" - E 2'-0" 2'-0" 1'-0" - _ - p.503.287.6404 1 1 1 1 W - F 2'-6" 2'-6" 1'-3" f.503.2135909 - -}----}----I-----�- 5 G 4'-0" 4'-0" 2'-0" - - 1 H INT. SHEAR _WALL FOOTING - SEE DETAIL 4/S4 FOR SIZE & REINF. -- - - J INT. SHEAR WALL FOOTING - SEE DETAIL 4/S4 FOR SIZE & REINF. K CONT. FOOTING - SEE DETAIL 2/S5 FOR SIZE & REINF, - - - REINF. "D" PARAU.EL TO DIM. - ---- - - -- - - - --� --- DIM. a '9' (E4. SPACED) II' MAX. 2" CLR. - --_ TYP. ,Y PLAN- WCTION N ----- N.T.S. - ------ � AWL o� FOOTING SCHEDULE 0 � I I SPECIAL, INPSE:CTIONS TTIEM INSPECTION COMMENT PLACEMENT OF REINF. STL. - - - _-_ �._. . r - -' -- - -- -- - - - --- _- - ■fly O CANTILEVERED RET. WALL PRIOR TO POURING CONCR. BY STRUCT. ENGR. t I ASTM 325 BOLTS AFTER INSTALLATION BY CITY INSPECTOR OR STRUCT. ENGR. - I ■�I� STRUCT. STL FABRICATION NONE REO'D. I • 140T CURRENTLY SPECIFIED ON DWGS. IF REQUIRED BY FIELD I I 55 + EPDXY ANCHORS NONE REO'D. CONDITIONS , INSPECT BY QUALIFIED INSPECTION AGENCY y1 05 07 SS 55 1 � O ' �1 z � C � 02 I 03 SPECIAL INSPECTIONS I fj s ~ s1 - -0 L - -- 3 � I 4 20 i o �- .■■.. 1}" ss S4 1 TIP. O PIT B I i 57 � .. SUMP PIT - 18 K 18 K 1a" E f --- - SCHEDULE ---- E - ----- ----------------- -- I I 55 17 4a SHEARWALL �CHEDUL E I AN " D( iJU f CKC �� HOLDOM SCHEDULE $7 II Q ��T�b OTHfkwISE MARK WAIL COVER FASTf HERS 11"r ANEL INTERM. RFI.IARKS _-_I •FTA-T (6) )'^' A307 BOLTS Ci -. -_.-.-____-._-_ n f fN,E'S STUDS MARK HOLDUIN� ,. FAF�TF HERS �"--�� J C 5/31' A.P.A OGS STAPLE 3" D.C. III' O.C. SA COMMON O 8 QC. NO SPECIAL CONNECT BTM. > TO ___ ------ E RATED SHPG 0.131 - w T a" 0 C. t2'O C. 0.131"- SRl' FOR HOLDOWN FLP ECT B TM. >'G O I 1 Od O 02 RH. P_N _ OJJt• F. fh P-NAIL Q �a 7"STITD14R,1" (38) 16d SINKERS O (�1 54 I111111111 a) r1l., 0 PE0411REp W 16d O 4" O.C. �% � Sd WAIIBD. NAILING APPLIES 10 EAG4 - -� I �, I ^ SS 1fA 90F Ln N�l C 4' �.0 4. OC. BSIOE OF WALL txO NOT REQURCD #"CMST12" (7) 16d COMMON _ (32) 16d SINKERS -�� D- -� �--- -.---•------TE-�----' 1 36" LONG NAILS AT EACH ENO 7 HT122" SIMPSON "SSTB24" I O �J y O .1 O m GA STAPLE 3" P_. 0 O.C. t LQS ■ 7 to wIDE 'I 6/.12' Au.A } O 1 " o.c. STAGRD. V- ANCHOR 80Li5 20 RATED SHTG I�1� ,. _ q STAPI FS W/ NHS _ 6. O.C. tT' O.C. PARALLEL W/FRAM'G #'CMST12" (11) 1(id COMb,ON ## (2) ]'� A.T07 BOLTS 56 1- F- --" Lm r1oft NAILS AT EACH, END "HD6A" A4 SIMPSON "SSTB28" - .D.14!!"- . '10d COMMON NAIL OX ��I 48" LONG _ - - --= S/3T A.P.A. 11 �� - RATED SMIC AD P-NAIL _- 0.146x• (a GAJ F-NAR 3 60SONG (15)" 16d CChIMON ## J) A307 BOLTS E• /�L I O - - - - -- -� - - - - - - OD u ROtX4D•- 4' O.C. 12' 0. SuOS TOTE FOR ANY O 1 ox. SIAGRD. ANCHOR BOLTS_ D �/�- ','32• AP.A 014x•`- 2" OC. 4■ REOLIMED O AU NAILS AT EACH END 'HDSA" SI PSON SST828' Q 0 L_ J Oe e ��7 54 I l__ - e 04 l- - -J RAZED 5r1T0 AD ROUND- INI4A0� STAGRO. a" O.G. PANEL JOINTS 7 O 1[" ox._STAGRD. �% ANCHOR BOLTS I (- O S5 4" REOIXgEp ALL ## (23) 160 COMMON ## 4) AS 17 BOLTS L _ UD RAt t 4. O.C. MST 7 S 2 NAILS AT EACH END - HD10A" SIMPSUN SSTB28 EO SN G lL ROUND- STAORD. a• O.G. PAHEI JOk11s - OiFSE7 4 J 1 _ 0 EM)I SIDE .AO P-NA.IL _ _ _ JOINTS EA SIDE OF wAIE O 1 o.c. v_ _ (M:`! IMBED "14•) 1C I i 3Y AP.A. 0.148'•- ■ 71 x6 POST kA. END aF W►LL # # �) 1"� A307 B01.T5 HD15 M.D. REOIRES MIN. (� 7" U.C. { c� AhD SH T' ULL ROUND- �,A4R0 a• O.C. xb 5TU05 O ALL PANEL HD15' 11- ANCHOR BOLTS 6X6 POST EACH END W EA. SIDE AD P-NAIL EDGES p WHEX HEAD Y. 36" 3X STUDS O PANEL ED(XS of MIN. FTG IMBED 8' _ 0 SIMPSO�'I "MSTI" OF EQUAL I FNGTH MAY SUBSTITUTE FOR "CMST12" �Sp`J--INDICATES SPECIAL_ hOL-DOWN CONDITION 03-29-1:, -USE MIN. 4X STUD EA. END SHEAR PANEL FOR HOLDOWN (SEE DETAIL OF CORRESPONDING NUMBER) LATSCHFO FF# --USE. MIN. 6X STUD EA. END SHEAR PANEL FOR HD15 HOLDOWN I O UILDER TO VERIFY ALL INSTALLATION REQUIREMENTS PER "SIMP Sm" CATALOG FOR ALL H01_DOW I CONNECTIONS. II I 0 ISSUES 8 REVISIONS _ _� ----- ------- Ol ! 04 TIO. _ �. ChKk _- - ._.-...---------__------- --------- ----- ------ E I SS y-i0-04 .'LRMrt WDMIT. __ D 10-14-04su9Eil1 IEGEN6. LAP WALI PLATES MINIMUM 4'-0* - -- ---- BTWN. SPLICES W,�(8) 16d EA. SIDE i O SHADED AREA, PROVIDF. 15/32" 1. "F. RH. P-NAIL" - DESIGNATES �. I II O tp CONNECT SHEARWALL BOT. i TO - '- MIN. APA RATED FLOOR SHFATH'G FULL. ROUND-HEAD POWER NAIL. FF.AME BELOW W ,Od O 4" O.C. '-"'- W/ Gd COMMONS O 6' OC O ALL 2. ALL EXTERIOR WALLS MUST HAVE SHEARWALL SHT' MUST FXIFND -- PANEL EDGE; & PERIMETER, 15/32" APA-RATED SHEATHING AND FROM 80TTOM TO TOP PLATES. OF 12" OC IN FIELD. BLOCK ALL 0.131"- " 2" F. RH. POWER NA:L -�_ PANEL. EDGES W/ 2 X 4 FLAT. (R EQUIV. FASTENER) AT MINIMUM 7. FASTEN MUDSILL >a W/5/8' DIA X 10" E - e 88 O.C. EDGE NAIL'G SET FLUSH W/ ABa W/ 2"- WSHRS O MAX. 54" O.C. O 10 I O • APPROX. HOLDOWN LOCATIONS THE SURFACE OF THE SHEATHING. REDUCE SPACING TO 45" O "B" 56 SHEAR WALL LOCATIONS (TYPE S WALL IS STANDARD) - � SH'WALLS, .r0 FOR TYPE "C" AND " 3. ANY FASTENER EXPOSED TO 18' O.C. O TYPE 'D" SH'WALI_S, � -- -- - 1� r- O DETAIL REFERENCE TAG WEATHER SHALL BE GALVANIZED. iy5" O.C. FOR " " SH' WALLS AND -- -- -- --- _--- - - - �- --- --- -- - _.-. --. ._.__ - CG) Clarke Office 9 O.i . EOR "F_ SHEARWALLS. DETAIL REFERENCE FOR 4. HOLDOWNS OCCUT, AT LOCATIONS PROVIDE 5/8 X 10" A.B. PER O O 02 OPTIONAL CONDITION INDICATED W/ REO-0 DETAILS (6) THRU (9) AT ALL SH'WALLS 55 wiling STUDS. WALL SHT'G SHALL 6E AT SPACING REOUIRED BY NOTE 7 FDGF NAILED TO HOI D'N STUDS S. EQUIVALENT HOLDOWNS, STRAPS 1 5. EDGE NAIL ROOF AND FLOOR SHT'G, BOLTS, NAILS, ETC, BY OTHER MFR.'S 10 RIM IO1STS/SLKG. & FASTEN TO MAY BE SUHEIITUTED FOR THOSE WALL > W/SI P. LS50 O 24" O.C. O SPECIFIED FROM "SIMPSON". "S" AND A SHEARWALLS. REDUCE Tigard, Oregon SPACING TO 17' FOR TYPE "B' 9. SHEATHING ON SHEARWALLS SHALL 12" FOR TYPE "C' AND 8" O.C. FOR NOT BE INTERUPTED BY ANY WALL lig TYPE "D" SHEARWALLS. PROVIDE LS50 BUTTING INTO SHEARWALL 2 ( 5 ) DNLO' 20 SEPT. �D04 AT EACH SIDE (STAGGERED) FOR "E" AND �/ Scathe AS NOTE'C) AND "F" SHEAPWALLS ANO SPACE AT 10. BUILDER TO VERIFY ALL ` 12" O.C. FOR "E' SHEARWALLS ANL INSTALLATION REQUIREMENTS PER 8" O.C.. FOR "F" SHEARWALLS. "SIMPSON' CATALOG FOR ALL fR PROVIDE LS50 CLIPS AT ALL TYPICAL HOLDOWNS/STRAP CONNECTIONS. DETAILS 1 THRU 7 AT SPACING INDICATED ABOVE, FOUNDATION! PLAN 04 SHEAR WALL & HOLDOWN SCHEDULE 02 FOUNDATION PLAN S1 N 1 - _ si SCALE 1/8" - 1' 0" f ' I tl J1TIEfT1,:iw O R711EVE 11 ROYCE ARC 2w4 i' OO NOT REPROOUCE VMTHM r pEpMfRRK)N i P•e+At4�tl+Y1m+.#ltllglti(KId1��a1Pr"+,�. ..;, .•.,-,..... ..:..... ': �� r" •.��:�-: _ '.•- I +w.v'+IrliWrt::dEWwrW1�U1WM' YMMaYJi�YW+wu�ii/.;,,�.+xliacfMtlMl>O�Y1N1M ,iiiR,' .••. Cm 111111 111111111 lilllllll IIIII,III IIIIII111 IIIIIIIIII111111111 I111111!I III II111L1111 )III IIIIIIIII )III )III III )III Illl )III ILII II I illl III )III )III )III )III it I 1 11'1111 I �= "f"y'' �'F ��1 "1i1�'� LEOMKJTY STRIP 1 Il >fi l i I I I I + I I I I� I I I I 1 +III IIIIIIIIIillllilllllllllllllll.Illllllilllllllllllllllllillll lililllli'llill' Ip mm sI em vv 7 lQq� 10 1 1 12 13 14 i 16 17 IA 19 210 c^I 2'1 ?_4 2E 20 27 2L9 29 31C ✓ I �s s HON1 108 F t I dZ T "...N,Ry�N n+w^.^rn•,. , I W 'd i' .i3 - • , t li L ROOF FRAMING PLAIN KEYNOTES `- FLOCR FRAMING PLAN KEYNOTES_ 1 MANUFACTURED wD ROOF TRUSS - REFER TO SHOP OWLS. BY TRU$$ MFR. 1p. 2 x 12 R.R. (OVERFRAM!NG) 024' O.0 (RR3) 1. T.J•I, - REFER TO SHOP DWGS. BY TRUSS MFR 19. N0. POST - 6 r B - BELOW 2 MANUFACTURED WD ROOF TRUSS GIRDER- REFER TO 5H10p DWGS. 19. 2 a 12 RIDGE BD. 2. RIM •1ST - REFER TO SHDP DWGS. BY TRUSS MFR. 20 WD. POST - 5 x 6 POST 0 CANOPY DIAGONAL ABOVE BY TRUSS MFP 3. FLR BM. - REFER TO SHOP DWGS, BY TRUSS MFR 20. GAM EN) TIMBER TRUSS - SEE DETAILS - SHT. 57 21 WD. POST - S t/B x 6 G.L. BM • CANOPY DIAGONAL rBOvE 3 MANUFACTURED •10 GABLE ENG TRUSS- REFER TC SHOP DWGS BY 4 HDR. - 6 x 12 H TRUSS MFR. 21 ROOF BM. - B x 12 (6 x 10 YIN.) (RBt) (HDR, 1) 22. MDR. -- 4 a 10 ♦ X a x MINI (HDR24) 22. RIDGE BM. - 1,4 a 12) J x 12 MIN, (R82) 5. HDR. - 5 x 12 (ADR. 2) 23 STL POST - TS 3 x J x 1/ 4 3 HOR 5 x '0 (HOR23) 23. NOT USED 5. HDR - 3 1/5 x 12 G.L. BM. (HDR. 3) 24 FUi BM. 3 112 x 16 P� BM. OR J 1/2 ■ 16 M L BM 0 5 1/B x 5 POST 6 MDR - 6 ■ 10 (HDR21) 24 X a X W0. KING POST (C26) 7. MDR - 4 x 12 (HDR. 4 / 'CB" POST BASE 820 N River St, Suits 103 25. 6 x B POSTS w/24' SO x 12" DEEP CONCR FTG w S. HDR - 6 J/4 x 1p G.L. BM. OR 7 x 1p P.L. 9M. (MDR. S) 26. FLR, JSTS. PER SHOP CwGS. BY TRUSS MFR - NOTCr+ JETS. AS REO'D AT UPPER Portland OR 97'227 7 MINI - 3 '/ B - 10 '/2 G L BM (HDR22) DO 6 r 6 WD. KNEE BRACE w/ 6 x 6 OUTRIGGER - w/ S/ B' • LA0 '_EVEL ENTRANCE - SEE BLDG. SEC71ON C. SHT A3.2 BOLT •EA. END 9. STL COL. -- 9ELOW -- TS 5 x S x 3/16 (CI) www etuevroyc•Lx"- MOR - 4 +0 (�DR32) 20 6 x 6 W0. BM. 10. STL COL. - BELOW - TS J x J x 1/4 (C2) 27. W9. POST 4 a 6 - BELOW • y MOR (HDR26) 27. 2 ■ 6 A.R. 0124' O.C. MIN. 26 MDR - 4 10 p.503.287.8404 x 11. STL Co. - BELOW - TS 3 a J r 1/ 4 (C3) (.503.213.5909 x IO nU„ 5 ^; 6 x 10 1/2 GLOW (MOg26) 28 S-L. HOIST BM - WB ■ T 12. STL. FLR. BM. - FLUSH - Wf16 r 45 (F82) 29. PROVIDE 4 6 POST W/HTT22 AT BASE (ALIGN W/$-RAP ABOVE) '✓!DE 4 6 POST W/ r HTT22 AT BASE k CMST 14 x 60 STRAP Al HEADER PER It W0 POST - G x 0 �t Di (C21) 29. MUS. - 4 r 10 - TYP. U.N.O. J0. PRO 1J. STL. FLR. BM. - FLUSH - wF16 x 45 (FBI) DETAIL 14/55 k 16jS5 Q WD POST 6 x 5 (C22) 30. HDR. - 3 1/ p x 12 G L BM (MDR. .11) 13 WD FUST - ♦ ■ 6 (C23) 31. WD. POST - 6 x 6 • CANOPY DIAGONAL (CX) 14. STL. FLR BM. - FLUSH - WF16 ■ 49 (FBS) 16. STL FLR. BM. - iLUSr. - WFttl x 4S (F84) ABOVE • HDR BELOW 1♦. Wp. KING POST - ♦ ■ s (C24) W/ "PC" POST CAP TO RIDGE BM. 32 WD. POST - 5 1/ B x 6 C L BM. 0 CANOPY DIAGONAI (CX) 15. 5TL. COL - BELOW - T$ J x 3 x 1/ 4 (CJ) 15 B r 6 WD POST EA SIDE OF qF BM (C25) 17. WD. POST - 6 x 6 /1 D.F. - ABOVE & BELOW (CX) IS 2 ■ B PURuhS •24' O C OVER 2 m5 T & C w0. DECKING (RAY) 10. W) POST - 6 x 5 - ABOVE A BELOW (CX) 17 3 x 12 R.R III O.C. MAX. ;RR2) 40 4 a„ Q 3.Qa o o a d O D1�o ^: -- ft 05 - - - -- - RR2 A t 7 cHDR12 HD 0 t, D H y0 /' e jHDR2ej \4 R 1 nn I x 14 , ■a. , FJA2 n n^ gI v IRR El o I clnUaN,cl�•a 1 i It.l g i Ec A El J.I aMCI I - - -- - - - O - +r I L:!j 4 HO 7>i - IHO S3 FLR. OPENING I .w �• I � 14 " .�.. 53 ` �" -KE ARCM. il,l I SJ 0 E FLR. T. .I. 11 CNINO I` 1 M 20SIS ti he As- �� .�, .. ��• ,17>, " SII11. ` / i ��.�.� T J.I. R FJAp) I I �IHO H (HDR� ' TGGI C L • � p r 6 HDR21 0 � L./ �I%� ',h � T IHQ- E _ I I I HD HD M ^ RIM T. 2 _ HDR S H HO OD 0 tC (RTAI) I e J QETf�EL- /� �` S ^ E 113 11 ��H91 I� C / IM LIST.� �- 1 V ® �C%/ _ _ T J.I. s v \® - 4 1 U _ v v �� 56 I �( JAS) _,J r� 05 S3 0 Cn S3 2 ' SJss ss "EICJ Ln ., 4 I C T.J.I.J I � - I r.. 56 I� 11. �' y 58 t fJ IEll N.". : 4 g_\ OFO O1 (D{ - 401 J 53 I 1 T.J.I. ❑ 53 (RTAt? IHC ----- -- -- --- Q ---- - \--�---hot` �l J(HDR t) - •dc (HDR 1)RIM JST. 0 •Kp M \ 14 'O 0 04 1 LJ - - SJ 4 G3 SIM. 5J 53p ISSUES & REViw!ONS "° A101111110 SUBM _ IT. G) i} Clarke Office Building ROOF FRAMING PLAN LEGEND ROOF rRAMiNO PLAN NOTES rLUOR FRAMING PLAN LEGEND ----.-- FLOOR FRAMING PLAN NOTES T f I OVER/RAMED AREA - 2 x 6 R.R • 24" O.C. - U.N.O. 1. REFER TO ARCHITECTURAL DWGS. FOR IAMEN•SIONS1. REFER TO ARCHITECTURAL DINGS FO,, DIMENSIONS S NU- HD --SHEAR WALL - SEE SHEAR WALL SCHED. - SHY. St S ALL HARDWARE CON ARE SIMPSON STRONG-TE CONNECTOR* By SIMPSON 2 ALL HARDWARE CONNECTIONS ARE SIMPSON STRONG-TIF CONNECTORS By SIMPSON Tipa�rd. Oregon TRONG-TIE COMPANY - U.N.O.U .O. STRONG-•TIE COMPANY - U.N.O. Q ; �( \--HOLDOWN AT BASE OF LOWER LEVEL WALL DO(0: 20 SEPT, 2004 SHEAR *ALL - WE SHEAR WALL SCHED. -SIT. S1 3. 2 X, 4 x, ! 6 x POSTS, JOISTS, BEAMS, & HEADERS TO K /Z ORADE - U.N.U. X FRAOING - SEE SHEAR WALT_ SCHED. J 2 x, 4 x, 11 B x POSTS• JOISTS, 9EAMS, 0 HEADERS TO BE /? GRADE - J 11.0 ND ND ♦, LAMINATED VR LUMW SHALL BE 19E, 2,,600 P.S.I. - U.N.O. 4 LAMINATED ITNEER L.UMSER SHALL K 19E, 2,600 P.S.I. - U.N O sC010; AS NOTED !± HOI.DOWN / BASF. OF UPPER LEVEL WALL VENEER -•r X FRAMING TO TVP I:>< LOWER LEVEL MALI 3. GLUE LAMINATED SEAMS SHALT _ 24VFB - U.N.O. 5 I SUE LAMINATED BEAMS SHALL BE 24VFB U.N C. FRMlKO - SU. STKAR WALL. gCFOp B. DBI. STUDS •DOOR ! WINDOW" HEADERS - TVP, J.N.O. 6 DBL. STUDS 0 DOOR At WINDOWS HEADERS - TYIN. U,N 0 " t d FLOUR FRAMING PLAN ROOF FRAMING PLAN 4 02 ROOF FRAMING PLAN " 01 FLOOR FRAMING PLAN N 2 a S2 SCALE . 1/8' - 1' 0" t �2 SCALE 1 1/8" - 1' - 0" ,Z 0 BTUEVS A ROYCE ARCHITftMjRq,INC.&04 DO 40T 1cW10DUCf W:n10UT t•BR,#SS ON �,,. :, x -•••,.,;,�raw>xr�rlarn;�;,,•,lwxllwwrr/.,iNv+uv" .�."C "nS:i., • ... aNA•■wxm>...,.. ,....mn.r,orr;•,..p�.,.+nn.,w..n...- .,p...,.. C( I, I I nil II ill 3 117 I1 12 13 ILI I I7Iln I{1 I 1I 91231SP 11 Y STRIP I2I0 I ! I { �� Inl II�Ilnliil ,..,..�■,..■�.._.,q .. � ._ 21 22 ?_3 24 25 28 27 213 25 3U u A� 1 i F o'i HONI • 108 - I OL' TJill _ ., i,. t c y��Wy�y� 471 1 a *o { h*� 1{ .1� I { I ) I D.Wv N AAM I L MATCH SHEARWALL NAIL SPACING ROOF SHEATH:NO • / OF 2.FILLER BETWEEN SHEARWALL LP 4 �— 21 117'W DE PANELS TYPE SPACING 3 24'OC I I r1i A 2A•OC A••C SHEAAWl4L':� B t8 OG ROOF SHFATH NG � MATCH LOWER SPt :.PIED C 18"OC_ (SEE TYP AALL SE(- 0 12"OU I EE FRA*NG NOTES) -TRU6S WEB E 8`OC 10a NA,LS TO BLKG 820 N River St, Suite 103 EDGE NAl NO SPACE AT SAME Port and OR 97227 21 112"W DE ND'VIDUAL AS UES GNATED PANELS IOiNED WIDF 2x F'L:.ER �-- TRUSS WEB -- SHEATH,NU (SEE SCHEDULE, --16a a 8"0 C SHEARWALL BELOW -S.MPSC'N"L65G www stueveroyce.com TRUSS BOTTOM CHORDI i II' IEE NO II LPTa SPAC NO PER DF 2X SOT _-�_ !E S SCHEDULE 168 NAI 6®4`O C FOR SPACING� OF 2X P T S•LL p.503.287.6404 BUT PLATE W'160 NAILS I ► FROM DIM PL TO EDGE NI.LING 2 X JO ST CLG .STIf 503 213 c X909 TO TOP PLATE SPACING TO ` I SILL PLATE P T � (SEE NOTE 6 ON MATCH BHEARWAt L NAIL SPACING r --' FOR TS'THRU-C"SMEAR SCHEDULE NOTES) s---EDGE NA L NO SIMP60N"LSSO WALLS.LP74 MAY BE REPLACED i>< BLK'NG T (SEE NOTE 5 ON J _ W(180 NA LS A'SAME H 0 6CHED) SPACING AS SHEARWALL NA L 6 ANCHOR BOLTS - 1 X STUD WAIL - --- 2 X STUD WALL fiT LOWER SPEC F ED '= DF 2x FILLER NA.'NO 7"M N EMBED �. 1 SHEARWALL AND HOLDOWN (SEE NOTE 7 FOR NAIUNO PER 8MEARWAL L ZEA SPACING) -'— SHEATHING SHEATH NO //„'•' JCHEDULE -(,ON(-, STEM WALL (SEE SCHEDULE, (SEE SCHEDULE) CF 2x FII-LER BETWEEN ». Attic Shearvwall 13. Section 21112'WIDE PANEL o9. Stern Wall/ Slab 05. Perp. Joists o, • Roof Perimeter SMEANWALLFL t t' N-PNC-4 SCALE 34' V-O" SCAL: 3,4" t-U ...Ww 0 t0a�8"O,C ROOF SHEATHING (SEE TYP WALL :E r)FASTEN TO - 'RUBS OR ENO PRAMNG Wt RFTR W,WEB 80 0 8'O.0 •' �� EDGE"ANG �• nth M SLK',STUD 12"0 C."FIELD' �1�' tN -.w-- UPPER SHEAR MAX 24'0 C C • IONI WAl L AS OCCURS AND SLOCK'0 '40v Op' Q,ALL PANEL 80 a 4"O C A f-P UM taill OLP 160(�,�, Ci C W EDGES vtiµti 1�{�L;�aP - &t�! i?C ,� • t)5�� PaF NPt� - I DECK SHEA'H NG SHEATHING KING � > DECK SHEATH NG / RAFTER NJ Pg (SEE FRAMINGNOTESI (SEE I 'Sf:f.FRAM NO NOTES) SEE CHER) J SCHEDULE) - (SEE SCHED) I .tel 18a�8"OC - I - SHEATHING �g�� .O S' N � (SEE SCHEDULE) p�') f" EDGE 2 x JO ST EOGL NA L NO 2 X BLOCK G 2 X 9 JD WALL I N NAILING a 4e"0 C A36 PER NOTES OF •'� t� S'MPSON"1860 'S:MPSON LSSO p SHEARWALL SCHEDULE (SEF NOTES) (SEE NOTE SON i �p�1NNGF ANCHOR BOPS H D SCHED do PROVIDE DF 2 X 0 DIAGONAL 'pO,,tOOtg•1P 7' M N EMBEDOV DE 2 X S'UD /ALL BRACE AT 4'•0"0 C WITH LOW EA END V P (SEE NC'E 7 FOR ABV d BELOW ALL(SHEARWALL SI ShEATH NO �s S'ZE 6 SPAC NO � ICk1 NA Ld A' SAM%SPAC NG PROV 7E'MIS DETA,1 � NM AS DESIGNATED SHEARWAU.BELOW AT Al; GABLES,TYP E ap�GtF�tiGN1isl CONC STEM WALL - SEE 8CHEDl l E 14. Roof/ (Gable Wall ,o. CMST1 � Diagram os. Perp. Joists oa• m � p Joist/ Shearwall R - 2 X STUD WALL CMGT1^.•1 �sa sw• pp• SHFANWAL.__ r PER SECS OF SCALE 3'4" - 1-0 WAl., BEL07V! Eyt�t 2 y ( p t ER SHEAR MATCH WALSHEATHING BELOW.0 ROOF SNEAIHING �ttE P ~ I '--� 8043. 0C +WALL.AS OCCURS OF~ PLYWOOD � DECK SHEATHING 9, SHEATHING\ 10d NAILS AT SAME pfc S SOLD 8L K'0 (SEE FRAMING NOTES) f I T SAME A6 LL BELOW NuM �` / DECK SHEATH NO Ij (SEE f --- -4 X 8LKN'O SHEARWALL BELOW G �1 /� SCHEDULE) 100 fir"8 O L L860'3 SPACED PER NOTE 6 OF ((( ___ (PROV DE BLKO 7 cwvADWLSSU'8 SPACED PER NOTE 5 OF SHEARWAL!SCHEDULE SO.D DLK'G I ABOVE E&KLOW WALLS All SCHEDULE 16r.4 8-G C SHEATHING �� )ag'' I J O ;SEE SCHEDULE) �1� 2 X STUD WALL SHEATH NG TO �- EDGE - �WALL BELOW �� 2 X S'UD WALL 1 X BLOCKING 48- ,.I (�48'O C NAILING Upper Floor Shear Wall TRu6f'OP w'6�N `�N "SIMN80N"L860 r - ted NAILS AT SAME SPACING S MPSON`LSBO (SEE NO'ES) c C;NnRD AS DESIGNATED SHEARWALL BELOW (SEE NOTE 6) ANCHOR SOL TS ----'-- -- -SOL'0 01.1070 .� 7'VN EMBED - - 2 X STUD WALL '�I ' IEEE NOTE 7 FOR SIZES SPACNG) SHEATi.NO VERTICAL 2 X 4 1850'9 SPACED PER NOTE S OF H� pN Otl�tft40 fcw0 CONC STEM WAIL (SEE SCHEDULE) r, r+l vWp PANEL SHEATH NG SHEARWALL SCHEDULE 'VG - i�. ®EA TRUBB EDGE -_� )SEE SCHEDULE) c,VEAFPGN �' - _____-�------- ---_ _.r. •� I.. ;H';-",.'.',ALL , ,. - P r MST72 Diagram o7 a allel Joists o3. Joist/ Shearwall r - "PERPENDICULAR RAFTERS ■ TRUSS DIAGONAL I CAIS'12.1 1 SGA)r - (SEE DETAIL 12183 ANO 18/83 FOR ATTIC k 0,. SCA!r J-4 I.) �g11EAPWALL ISR 9rtT11-1,; SHEARWALL AT PERPENDICULAR TRUSSES) 100 NAIL S A'SAME SPACING CHORD AS DEF ONA'EU SHEARWALL BELOW l"CD•X PLYWD - 106NA'l S AT fmA ME SPAC'NC ROOF SHEATHING A3 DESIONATE'D SHEARWALL BELOW ` �'`� ALL -•J) r 2,v BTUU WAIL ! �pU (PER SPE C8 OF - N•�3 0,. WALL BRLDW) j SJ DECK SHENONO ISSUES & REVISIONS I I (BEE FRAM hG NO-ES, DD. date 2 X STUD WALL -� (PER SPECS OF EDGE NA 1 NG --� '------------- NOTES I SHEATHING TO WALL BELOW) A SHEATHING ALL 9FL WTO (SEE SCHEDULE) e„a 6"0 C 1 PROMO[PL YWL7 Pk.NEI EDGE DIRECTLY AMVE OR Bf LOW TR1.48 DIAGONAL MATCH WALL BELOW MATCH WALL BELOW -- 16d NAILS 04"0 C _ 2 CUT PILYWD FOR Ci.08E F'T AROUND-RUSS TOP 8 B0^OM CHOF,17 t TRUBB DIAGONAL "- EDGE NA L NO 2 X BLOCK N - X46"OC -- 3PROVIDE 4 X BLOCK-NO A'All PIYWD PANEL EDG!':8 W�D'N OF BLGCK'NO TO 8E 9000 Bl ic('e �,_�__--EDUc NARINU ,�- S MPSON'LaSO - -- V WIDER'NAN TOP A 90-IM 01ORDS AND r WIcER THAN 0,AOLONAI E VFRTICAL DIM -"A X BLKN'0 ~� CI t3 .9T - ._- 4 PROVIDE A,lS 0 IT 0 C a BOTTOM CHORD TO TOP F'lA'E 860'9 SPACED PER NOPE 5 OF (SEE NOTE 5) /� SHEATHING LSWS SPACEC PER NOTE S Or - F�g1p ALL SCHEDULE ANCHOR PDL'; 1 L A C�K C SHEARWAI i-SCHEDULE 7"MIN EMBED 2 X S'UD WALT. �,/ /"„ ` L d 5 NNI.PLYWO'O 4 X BLOCKING AND VERTICAL 2 X 4 W1 SAME NAIL S IE AND SPAC NO (SEE SCHEDULE) SHEATHIN3 (44FF NOTE 7 FOR •'t -..- A9 SHEARWALL BELOW (SEE SCHEDULE` T , SIZE 6 SPACING) F 1 �- 2 X STUD WALL 2 X STUD WA_L VVV 6 BEE DETA'1.16C FOR OP'r'ONAL AT•ICE SHEARWALL A'TRUSSES � '--- SHEATHING (SEE SCHEDULE) BUILDING Attic PARALLEL RAFTERS ■ CONC.STEM WALL I �o. c Shear Wall Trusses ,s. Extension/ Roof 12. extension/ Roof oe. P & D Stern Wall 04. Parallel Diets ••xxxr I•x••�•�.xrnx�Ia�u —_ -- -- . . Tigard, Oregon Perpendicular to Trusses N-END-1 SCALE 3)4" • t'•0" �SHEARWAI'- 9CA.LE )'A' +''? t Date: 20 SEPTEMBER 2004 t § Scale: AS NOTED itl�o STRUCTURAL DETAILS 7 �' 3 DO NOT REPRROODI CE WMTi OCLIT PEI�IiL1i 8LC,N I' �w F . ',:,.; _ ..�-�._-_ .. ---...-. _____.__-.__._... ',�.MnMt� .,.-,u�•anrw+�apWau.H�wuxu:.-nwNcwwrxhi.,�I�,„gy..,'�PI'F+ LEOIsiLITY STRIP I ( t 1 1 I ILII I i I I 1411111I I III �t a ►lull: I111!11111111111111111111nl ul 1 to Ml0 i i 2 13 14 ( Id 1 IE! 13 2l0 21 22 2I,1 2a 25 2e 2�7 2I9 29 30 - u . NDN : i. ) i I t �1 Loa ,t L AV. .. ,- - .. ', ...:,., .- -. ..-.. .tea ..._ ......... ................ :.. .. .,.. 1 -.. ... �tL�I W n,. � L� :L� f • 1 I I G'a • ' I , NOTESstuevew& royr-01 SHEARWALL SCHEDULE TSI ) HOLDOWN SCHEDULE IEGEND t PMEL rim. 'FTA-7' 6) r� A307 BOLTS 1. "F. RH. P-NAIL' - DESIGNATES A MAW WALL COvat /ASV44RS EMS Srjo$ iWAl" MARK MOLpOMM FASTENERS _ CI SHADED AREA, PROVIDE 15 32" _ _ /_ FULL ROUND-HEAD POWER NAIL. UPPER CES Gw:'EC I 5/37• APA ' ST�-G �dC- IPEdAL OOI�ECT BTIA y TO WIN APA RATED FLOOR SHEATH"'TH'G 2. ALL, E TERIOR WALLS MUST HAVE 44 BAR CC 14- SMEAR'A,. RATS sMrG Q1 P r ac. t2' U SiAIMI sassy. roll HOLDOVM4 FLR JST/BM/BLx'G W 8d COMRAONS O 6' OC O ALL Rrn F wt. P-kAIL 'STHUi4Rl (38) tea SINKERS 15/32 APA-RATED SHEATHING AND OE-A,DEMoNs-RA•Es RECutRED w ted • 4` O.C. PANEL EDGES de PER!METER, 0.131' x 2' F. RH. POWER NAIL _ANCHOR BO -, 3''CONC SLAB ON e M L NTLI*OF CON- LOAD t�60/�' R ',I- •, ac. 4' r-C f or ma 7) 16d COMMON 31 16d SINKERS 12" OC IN FIELD. BLOCK ALi_ (OR EOUIv. FASTENER AT MINIAAUII MO S'uRE SARR EN ON PAS*o coNCRE-E co'N 0ASTI2• � ( -) ) SEE SCHEID FOR SAICG arc T RE . AN S AT EA'�'H END 'HTT22• 6 SIMPSON 'SSTB24' PANEL EDGES W 2 X 4 FLAT. " c / n _ 4 GRANULAR F L1 r �--f 36 LONG / 8 0 C. EDGE NaL'G SET FLU..H W DE'A L S GENERAL AC•UAL LOWER SnEAR;,A,. 820 N River St, SLI'te 103 Ilot I�Iqwwwwo.flwv, till, 11 .13r A.,A J'- - ! o.c 1 . t i MIII[ t „ AGRQ• ANCHOR BOLTS THE SURFACE OF THE SHEATHING. CONO-ONS MAY vARv / L y w:tip y4TG t • i` CLC tr Q.0 AIRY •/' W 11 18d COMMON "307 can t • APPROX. HOEDOWN LOCATIONS / PAA^in b nrw.,; CUSTT2 ( )> (2) r °� (TYPE "S" WALL IS STANDARD) AS A9.E Portland OR 97227 W/ NAILS AT EACH END "HOCA" 6 SMIPS(iN 'SST928' � 5/w A,►A, 1u'- ' to OONKI4 olk be 4d• LONG t ' TA AN040!4 BOLTS sssa SHEAR WALL LOCATIONS 3. ANY FASTENER EXPOSED TO www stJeveroyce com RAim rtrGP-kAIL 4' O.C. 'r °` wU(• ) WAIL ---�-- = -' WEATHER SHALL 8E CALVANI2ED. tN•- . I� CMSTT2` (t5) 16d a1EwoN 3) MP N * Ban � O I .+BARS�o aC coN• S/32' AIA r ac B' oc 4aNp �,' 60' LONG HAAS AT EACH ENO -� "MDMA' SIMPSON 'ssTH28' DETAIL REFERENCE TAG „ a 503.287 6404 `.,P d BO'-OM wP \ i 503 213 5909 eAlm ,;IIID P-NAIL STAOKI, t o- TA ANCHOR BOLTS 4. HOLOOWNS OCCUR AT LOC�.TIONS -�- ,:-- - - - 23)- 164 COMMON 4 -• A307 B011s- (5; DETAIL REFERENCE FOR INDICATED W/ REQS D \ \ S AP t48~ • 4- O.C. IIEQIilIRL4 a ) OPTIONAL CONDITION I l7 --- .,OLDOWNREFER ARD S+1rG STA, B- OC ►Iu�1 JCMTS - T 'MST72' NAILS AT EACH END 'HDIOA- SIMPSON SSTS28 STUDS. WA_L_ SHT'G SHALL rdE EACH P- EA tiOE OF Auw wti.a (MIN IMRM 24") EDGE NAIL TO HOLD'N STUDS 'c A'x�+ED FOR \ r Is r A. A 1H'- . Xs POST to DO OF MIAIt T -- S) 1 �- A307 BOLTS HDIS M.D. REOIRES MIN. S ZE d M N EKED f GTS rG OND `i„pp •' o.c STLM •ALL PA#a 'HD15' 1r ANCHOR BOLTS 6X6 POST EACH END M(/ 5. EDGE NAIL ROOF AND FLOOR SHrG. \ ---� -� © w/ HEX HEAD x 36' 3X STUDS • PANEL EDGES TO RIM JOIST S/9LKG. do FASTEN TO \ \ i or MIN. FTC B NED S' WALL 3 W�/.;► P. LS50 0 24 O.C. 0 Irk • - SIMPSON 'MSTI' OF EQUAL LENGri MAY SUBSTITUTE FOR 'CMST12' INDICATES SPErJAL HOLDOWN CONDITION _____ _ SP AND A' SHEARWALLS. REDUCE USE MN. 4X STUD EA. END SHEAR PANEL FOR HOLD00W (SEE DETAIL OF CORRESPONDING NUMBER) :-ATSCHM SPACING TO 17" FOR TYPE B' \ 1191,?w -USE MIN. 6X STUD EA_ END SHEAR PANEL FOR HD15 IiOL.OpwN 12 FOR TYPE 'C' ANO S" Q.C. FOR PTO TO EX'END tr S/,F4,ey4//4C1 T TYPE "D" SHEARWALLS. PROVIDE LS50 PMT EA END OF 4' UILDER TO VERIFY ALL INSTALLATION REQUIREMENTS PER 'SIMPSON' CATALOG FOR ALL HOLuOWN CONNECTIONS. I ��' r� " WALL OR TIE INTO AT EACH SIDE 'STAGGERED) FOR E AN s s.+fAR'tiA:_sREa N \ y •,� PIcULAft 4• IK; I SMEAR T AVER OF REBAR ANO "F' SHEARWALLS AND SPADE AT 12' 0 C. FOR "E" SHEARWALLS AND FOOT NO ! • 1 8' O.0 F(,R 'F" SHEARWALLS. b zc ASSOC/A;rb PROVIDE LS50 CLIPS A7 AU. TYPICAL C . ,a 3: SNfA�►t�s}LL DETAILS THRU 7 AT SPACING INDICATED ABOVE. 36' P Rov.0 F CON,Fo - CD DA�oN 6 LAP WALL KIM$ MINIMUM 4'-0' r BT)NN. SPLICES W/(8) 16d EA. SIDE • PRION DE MD1A M N h/c w�,,. �► 1 CONNECT SHEARWALL OCT. > TO 04, Interior Shrwall FT(3 A•FD•N JNo t FRAME BELOW Wl 164 • 4' O.C. , 0 SHEARWALL SHIT'(, FAUST EXTEND 3a• o V FROM BOTTOM 70 TOP PLATES. o�•�.t ' ,►�$'w" 2��aSWSH s oA�Xs4"�.�•. o, , Conte Load Path ... i, �04"� � REDUCE SPACING TO 45. 0 'B' "+O SCALE SH''WALLS, 30" FOR TYPE 'C' AND 18' 0.C. O TYPE 'D' SH'WALLS, 3-.:D S ZE AS REGIS 5" O.C. FOR 'E" SH' WALLS AND FOR 0 -YPE s°EC F ED 2 C4 1" O.C. FQO�2�A i'" SHEARWALLS. A-' r,f5 •E.E_ PROVIDE sig X 10' A.B PER DETAILS (6) THRU (9) AT ALL SH'WALLS I _ AT SP'ACJNG REOLI RED BY NOTE 7 8. EQUIVALENT HOLDOWNS, STRAPS BOLTS NAILS, ETC. BY OTHER MFR.'S t` MAY BE SUBST TL'TED �UF 110St '- tiolIll'N AS SPECIFIED FROM "'SIMPSON � - .�WES--F,E- _ 9. SHEATHING ON SHEARWALLS SHALL NOT BE NTERUPTED BY ANY WALL I �? BUTTING !NTO SHEARWALL ♦ �� ' 10. BUILDER TO VERIFY ALL T , /► INSTALLATION REQUIREMENTS PER - �"L_- _ x 'SIMPSON" CA=TALOG FOR ALL a.` HOLDONMS/STRAP CONNECTIONS - C al 3: •CAP -F', I t .�-•9 BC '1 BEE 0kD, I 1'' Oft!u¢'11REMED I . . ably s ue C+9'• . ;CIt6'�QLlI�A•pN E'ER MFR•fTFO"S: PROV DE A Q SIZE AND EMlEDMENT FOR O -vPE AS SPEC PIED A'LOVAS'LEVEL 02• Holdown Exton, t { 9 .ulll9ER g'�tcCIES 0�.;►tiC)ATION NOTES: FRAT'iINCz Ns��'=cJ; 'A F�T�.-�sEAt-!s. N�A�Ef� -- ---NO.-�DnuGLAs6iF: . I JOISTS AND WAF'ER5 e I IR0MM06 ARE TO NEAR 04 J�'STUPOW LEv�EL SOIL. ogvpip OP ( P3 SILLS F'LATF6 ISLCCACING NO. 3 DOUGLAS FIR ANY OR+OANIC MATERIAL AND 13'E�p AL O tIaNIRED TO MAINTAIN TWE I ALL EXTERIOR NAL. OPENIIIIW � CINDICAca ; IF O+"ENWG9 UI .+ANE 5R!OGING ETC, rv•� 1rC L:!RED GErTN BELOW T►$ NhAw GRADE 4X17 ��ef�FRB li*tLE86 gt14ERSINSE !NDICATi:G F DUILD+1Ci DUILT LLi''�+ 5TUD GR7,e•�E 80%' IN. STUDS USE L x D HEADERS UNLESS OTHERWISF NOTED ON 'WE G' BTJDJ ' " D•ST,.:.$ NO. J OR B;:"ERZ DAF ? eCl. BE"ARNG �£SSiIRE A&!w EG TD HE 'SCO °S= E. F�05T ®E G^" C:EGC VG J- -1•`' GRA:E ^.F. ? ALL. ExTERIVIR W4_LG TO BE BUILT C� 2 X b STUDS • lb' O.G. ° I'�_YuA )CD $«EA`•-NG GCX F'L7 3i/'6 r ! ""t:.c'1J" 8LC'P'E OF C4'9 AAL' n'LLb 'O !3!: T,•,L ':, .•OR1;(}I�1'A. TO Tti'p1, � r I W-24�, ORS' AJ'-• CINE ' VERT CA. 'OR Ql '. �IN1GS 5'RI.GTJ>:E5 `•0j-.DA'CNvs AND C-A,-L•' JNi-EM NOTED Oi4ERW SE ALL INTERIM WALLS ARE 'G G,G..4--A" 5EA'-"S IeE•,4!ti'kG +•4.-S BE 5,,.'.T OF 2 x A STIZDS • b' G.0 --p*GALLY J%.FSS NOTED I (EX- AD-4 • E>(I. CONDITIONS) O'-50tm5E A.._ ,-ffR,oR ,LA.L5 bul�OR-IND TWO CR ""ORE RLOORS w PSL MATERIAL& Ob 290© E 2.0 Fv 29m 4 A%' PI_ JrDER CkRA"F ",1F'F>UKtTED SLAp18 'C ME A "� 0r • INS ANMI I OR !-1r� 1%000AG12fl +i IG ASSE-15IL-Eb SNA.-.. BE 2 X b ST,:L'b • I LVL MATE=RIALS •• Fb 2boo E I,S Fv • 289 h GRtt�►h„_wR^-ATERtIA. CO-P"ACTE" -O 95% 16' OC FCUINDATIOIv CR'f"PPLE' WALL$ SWALL BE FRAMED OF STUDId NOT _ ._- ,. LSSA IN SIZE THAN 'EHE 8TUDDING AEIOvE WWEN cxCEEDING 4 -0' IN I PBL INDIGATE9 PARALLEL STRAND LUMBER f '1 5 LCJVGR -E -1 X ANp 20 IEA` b-W-40T., OR CONCRETE. WEIGHT. 51JCW WALLS 6WALL DE PRAmED OP 9'UD6 I4AVINCa TWE L:ZE I ,• LVL 1NJ1C'ATEB LAl91NATFD v"- EER LUMBER ! REQUIRED FOR AN ADDI'ICNA;_ StOW LALLESS 5ffCIFIED OTI,CIII WOE. A,-L IDQESyuRE TREATED LUL""SER TO OF LAWLED 'GGA' r,_. _. AND TO :ON-AIN Ivo AMMONIA RASED TREATMG •SCENTS �= dASE"1EN- W4L_6 R POLLEEA t)N5 IvCT £Y100SED TO LEATHER: 3 ALL ", FTA- CCNNECTO" TO Or 'SIMPSON' OR FOU!v4LENT. UNO --- 7.34 TSL • � � JO15t8 Ntl�Cs Oh: FLUSIa BE.Ar°Ib TO t3£ ATtAG.•+EG ,11'�TH U11fC OR ILL`.NA:. NG FIC«-EDL.ta EIASL-IIEN' R % ER cst EGXIIVALENT MIULT'F'LE J010TS USE J2W-2Ai2IQ1.3 AS REQUIRED. USE OF '�OTlfirT� 7}j? �"r-)EIR --1-3�6d^� C)'=N1iT` 5.Ap5 ON CxRA_)E 2500 ps, '00 x I•,/2' NAILS ARE A-_OWED ;.,'•a •NESE TY-DE L7= WANDERS UHLESI, MR'DG!NG TO Jo 9' 3-6d ',DE NA L NC'E:. ON '-E °"LAN5 5EE N,A L CON40VOSIG►� C-44R' FRO►" C 4MMENT 2' SULY-LOOK TO GUFUEfi 2 '6d DL. ND 1 RAGE ISSUES & REVISIONS �4 HA.3E"ENT �_L5 4 �C�.N:�A'C'1:"s 8'M�SO'I CATALOG FOR C,"wv_R MOTES AID RE5'Q G"C14S TEAT MAV !KALE PL. TO JO15T 166 • 'b'o c FACE NAIL EX'Pc7SED 'Q ' 4L 4E AT.-E•r 4I"I"t ' TOP PL TO STUD'S 1-Leo END NAIL AN;. 64011LlCaf_ Bi APA j®M Psi STUD TO SOLE F1- 3-to OR TOE NAIL - i 4. P4tOVI0E DOUBLE u0IST5 LPOOER ALL WALLS A00\0E,9400%ING `- • FX)MC •ES, STEP19, 41 CARR'O41" PARALL13l TO J0115TS ANICJ SOLID Fk-t7C-KINCi BELOW ALL ISEARtI►"ICT COUBLE 9TUD9 ( IsDd • 14'o c TACE NAIL _--- OLAEA6 EXP105E0 TO I&AT-;:•Re 25" P5, WALLS R�l4fNG PF�NDICULARi TO l:LMW JOIST3 - _ _---_-___ -..-.- - - ___-- i :>OJBLE TOL' �_ ! '©c, • 2-4'o c CAGE NAIL - ___- R t: T �` 5. PROVIDE P�(;21lITIVE VENTILATION At EAG►: END OF FACw RAFTEOP CONI"4uCx.5 4F= DER< <: cv nra • F,'cc l=�E MAIL (a►� u ,lB. a N 7.x •IAPTERt S. AISLE A-'9 4- G-G JS' 'O F'_ 3-oo 'CE N.AP;, "ORTAR7 + vN ,' ',^, Egg M X10 PER WF+! 1!><QIA'W-E'1•'t SPACE AT VAULTED MPD GLG AREAS: AND MSULATI� BArFLES A' EA VE r-? ID - , VENTS !SE'u.oEE'N RLIAfTERly. R;APER �*�"lAT{Ok 15 .'L_5C REQU'RlEU A' DLG. J9'. _A OvE 3-IEo FACE NAIL �- -.c. 6. 4ARAC& F-ECORS TO b:..002E 8 .�'- ""'V TOU;A%oW5 OPEN-,o AS DLCX'JC!S6 LCCA'10h4 A.R-Nf -64 a A'E CLCD JS'T'0 RA�' 3-10-i FACE NAIL s RAF'ER O TOP L 2-;bo 'OE NAIL OM0011111--l' °OR DRAINIAGE CCAC:REE-E SLABS -C L,AA CONTIEGL r, TI E� n 1 c JOfNTS AT 21!' K (MAX) INTEI@N A_ ? e,4 LILA- SLAt36 ARF TO BE 9-1% b 1O+oL'Tv DE I`RF 84-OCA Wj, D4AFT SOPS, 4 F''RE 5TOmS AS °ER OLLAR Eb (EA 4CJ: b-@d U►v . 4Cf NAIL G LAR E T ORLON CUELLING bPE(.!ALT`' CODE SEC Rb0i8 DUILT-UP Gf�@4ER 5TUC5 I®d • 24'cc FACE NAIL AIR EN'RA"vED e. PL"uIOOD SUBFL(,:)CR bd • b' o EDO+E NAIL CO'NCIS'E S'0F4tA., 4S TIO - A,,•E 3/4, N TOO,.Ea JIB .'.,' .At 5 FT 1. HIFPS. VALLEY'S AND RN7GES SWA:_L NOT DE LESS M DUPTH TWAT; bd « '2' or: FIELD NAIL OFFICE�P {' ("'•'N 1 CC TIme END CUT OF TME RAFTER I SOLID LL_OCK NG • BEARINGS 3-80 'OE NA!L li-. I CLn• ,)ALL R ROCTF 5'--+EATI•IING 1 80 s 6' ^ , E=DGE NAIL A. UNLESS NOTED 0114E PDS' TO SEAM CCIWECT10NS REQUIRE I 80 E c c c E►D NAIL • REnNPC�RRt'.I�,fi STEEL TO Bit: A-b'9 GRADE bC ..JF_DFD !7R"!c7rA< N'ERSEC-w ` WOW "!Ebw 'C ! A-`Ag ^,61h OSQN' BC SERIES+ GAP 4•� (OR API•ROvro EQUeL.)CONNECTORS 57A10LED RC%OF 51-EA':.11G 6' or. EDGE NAIL, � BUILDIN EXTERIOlt AM-LIGATION" REQUINM 'bR"IPSON' EAB SERIES BASES ANC' ib C38 i b` C;ROUN Ija' '" ti 12' c c FIELD NAIL NAL: PRO'DE 1"2•APA RA'ED i INTERIOR GARAGE P06T6 PM=1 tE 'S MPSON' CC SERB=S BASES. TOIm AL_ A- NTER9fC-T OIl3 2-ado FADE NAIL sHEA-HINGFULL LENO'N S FXC..av�'E S,'¢ 'O P'I�-',DEA "N, OF IS' CLh<��wA►.�'F Lh10ER 4... "'1ULT!PLE JG)�STb (UP TO 3) 16a • '5' o.c. 9-:AGGEREC j �W AS ND'CA-E^ Tigard, Oregon G'II�ERs. ie. COVER ENTIRE CRAW SPACP %JTW`MIL ISLACK 'viSmERN' AND �T!PLE JOISTS (Ov£R 3i %'• BG1LT5 NN1A9' Cc STAGGERED • 24' o c- EXTEND LFm FOUNDATION WA►.LS TO PT.MUD*iLL I X 6 5F'ACE'D 9WEAT1.41NG 2-8d CAGE NAL � • - �(- � � � Deb: 20 SEPTEMBER 2004 RAFTERS TO NI►a8, VALLEI 4-*d TUE NAIL YY 9C•I.: AS NOTED 11. XIFJvl;af A "I"N OP bQ RT Or %A NTILATION AREA " FRACw 150 Sc. OR RIDGES 3-16d =AGF NAIL PLACE HOEDOWNS A' 1' F'. OF CRAILL ePAC.E ARIA AN'S ARE TO M C'.O6A&.E WIT14 1/9' ENL RA=TER LEDGERS 3-20o EACW S-JD Mf6'•4 G4R111"ON RES'STANT sC 4!E! ON1£ vEN' W(AiIIIIED PTwN 3' __.___ _.. ___-�_._.. .__. -- .• -- .a`-S-- ENO S-VOS 'YP U N 0 M OP 3AC W r_0W4_w_ NICA-* 40TICE RIE• OxPEN Nlti 'il Nl'b 4T THE ELECTRIC aL AANEL N-FR9F'.-., � STRUCTURAL i;.1ETA;1 g 12 ALL LIJ(J>K> I1 C,0N AC.' JTi-- C4 NCWZ1f 'O DE PREWAW TREATED A'SHEARWALLS W''FL"DES DNA-ONS PROv DE OR P'ROTEG''EO WET+. R.19"'�`k L Iv00!R'Nta. 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Strap Detail +r F-9 e wv Q� TNd ice/' �-itNCG - _--- Ing w.. i NO SCALE '"'` /�/I/�U`��iC.cAa •r, --- - /( lJ'�-� PROVIDE 16' FAIN THICK -- _ z FREE DRAINING f P.US.ED ROCON PWOAN•ED BY FABRIC J/ I I• (FULL HEI OF WALL I EXCEPT TOP 12') I I REEi4N 'N' I _ ., LAP 4E` DSA �� S {,�" I ,I• W/ REBAR `M` WK FILL PRIOR /—M Y 10 INSTALLING BACK FILL W/ Z•• I I 10' O/C FRAMING • Tor FREE DRAININGOF WALL GRANULAR MATERIAL MST1Z i {lei 7./j REBAR "M” - II 3\" DIA. FLRF PIPE W/ FILTER FABRIC - ;I• nv I. �••R+� `� v V p 1 REBAR `0' 1 T- 1 tJ V�ELD✓��LC' J2S/� F�.{�6 L� I SLAB BEFORE � vj�.• 4' - -- - J r.✓ L//�/��GIC I BACK fILUNC �- t' SEE FRAMING PLANS FOR BEAM SIZESCA R I r11 TA Joist to WF16x ,•— \ • H, _ ? q I _ 1t+ s tb'' a=�Y1. 1/2" EXP. JOINT MAT'L. ' NO SCALE M O 10' O •CLR�' - r rr / S�Q x/o' A',6 40 PVF LATERAL r s • i 2500 PSI -- �4" THICK 1�:ti I C W2 A EARTIj PKSSURE CON SLAB OVER �'C�YiC .'1r O!� ' . 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ONLY Mt 1-0" /S bf �.— _ Scale: AS NOTED SEE FRAMING PLANS FOR BEAM SIZES STRUCTURAL DETAILS 14• Elevation 12. Floor Sheathingto W. F 07. - Retaining Wall 04. Foundation Detail NO SCALF NO SCALE NO SCALE NO bCALE DC NOT RE ROD 1C W TROUT vF �t}1y1,C ION 2ON I '+'^1WIf�7.FRe'�.�YWVMAIW�HfAt'YlNhbyrl�lNrM'H*�4piwlw!ipMh.4aie',-. .*.:w"'.>MYI'RMIN .- , ,.:._ r w,l..._,_._..s.., +._u..;.ac,. ...:..t. 1'.4,.et - •• ""^ .--.. ___.___.__.... 1 _ _ _--ter.+—.......- _.^._.......-.,. ... -..T.._.-..............._._.._ ...r..- _—...---•--•-...--.-....-...-_..-.._.....- -_ .._ _. _ _.'-'^-•—..• .-+,.•... ....,.... ..,.....dxMi4'9Lt1!'�yr' '.Iasui,"hyl• ...-.a.,:. Ir; ., �'• e'., - � + t ",I{., ' Itk }" �' r cIO(?m� I (ILILII IILII IIl !{II I ILII II II!Til I!I111.11 I jlll!I {flllllll illllllll IIIIIiIII {IIII11li III!��III{ IIII�IIiI 1 III1111 Iilllllll illtl!III IIIIII II I I I'II' 11 IIIII111 nlitllLEGBILITY STRIP 10 ! I 2 21I4 11 IsS 22 23 24 25 28 27 28 29 :• -. 30 { I Y � - v � ;. -k: 'r x4ry pS III OI MONI f lOt d . , T*t- ., ,', : +.:.- .,_.,..� .. �': 1 i ,^Y..}:;, 1,,,t: '•,., .. .. . . � ... °Ipq .. .. ,y.. III i ii, Wi0aw-ilow! wow moon �� 'I. ` r ft1,1'WF ISI�`.i+ :r�ryir�� ,• .. 171r�`A "11r�+4" M•��'N:;S.rak`1 YS n'",1.i.ltGY _..-:y:! .e ."MN a, k). .. , .. .. � rt � ' a i •7 U� I ,( I ' I +. I 77, i • yceI i 920 N River St, Suite 103 Portland OR 97227 www stueveroyce COM E'N'D 5�6X i� �j , p 503 287 6404 t=4 �, . VER1�ct< P�T�` f 503.213 5909 T T I� --- -- / I `� °pr- �l 3 �. s m 1 I � �'1'�,•a i 'Co Y/,oE SO4-ID .6 i:o IT" r/mss aP Hr',/6K I ,jam'/cog 1 36 PL S 0k, // No , , / � I � TE' ,� � 2 X /,1 MA X-&45Z 12 11Zse C14 G4 rf ✓.•ivy A901W S), .. I �✓' (ir}ti { f'6 x G Pvs7'r'i1 p�tD e� 5 �' 6 o�� fico Yid G t•` �10 1 t!I 1 �A ( y 18' Conn Detail lo. Conn Detail 02. Cut out for Duct NO SCALE NO SCALE ,,, � f E,vx�y'.� .rriPaP rXST/f�K r C.rolt P 4�� 79 e.ycris4x si : ��'oN/.oE' 4'-2� ` � it ? � �,'Y a.✓Ja SL S8X'io �S7' I I T ,9on.K 2�o I /�S' I � W//6ern/�NG s d 3� /p _ J^'�lG.s / '3/�viz-c I S7TF,�•,� Shy% �� i��i e;4 r4ne /fix ,�. �'e.✓.✓t c/lo.�Gr /3.?�T �y drX prz< ,r vv - _ \ Boz-T 7-o R S7 iW I ' rR.uSs ,8. f C/1,o4D/! _- �------._.,�, ��) a'�'t��a.2s �oc.r - . neo�.� �,o�n'a�-•tc. � w/ /�d.,rAi�.r e,r 3'� o"- 0-/1'L.SrI*�le 36 �� -S))Qs�� - A5� a,L 1tilL 3 2x /(� I i ` �- C�Q� a o / �vr�.oG Ac 67-<6 I I 3 C,,q,,o ,Q V'V x 7X 7fi ibL../.as . I �T S o�L T no. date } C.�•vT� c 58.r6 ISSUES 8 REVISIONS Cro�Y a� �MS T/S!x S7�i¢� 73!/xQrX / N'� ,c►.�/7" �/G 3/2X/(o ,BE.,r�' i' (3z ir a6^ In 5` s's.�4 .�sr . - ---__ �nj`- - _ Ee, w/(Z3 31V"P(4 9O7 7/ e 'v � 'r/rielr.,�. ,Til, �l 4�/ C• � 2/x'1' �rs'l 3,we, _ ChARKE a.,�� 1- X s,�.;,�" 1� -- a _.. .._ _.._ _ . ' 611111"iM_ I sy"dx/ZOAX { /�ls4SS�/ OFFICE- 1-1 Uw �� +,�,,,� , ' BUILDING - ` a TJ4/L /FL �"iy �- /xo Y. Co•�vj7i✓l��l.S Tigard, Ore t ''�''�• :"`�' r Q S7r�q� 7'� 2Z04 F�`s�"Oft31 ,e/,yJor�T 7" Oregon Q.S'�x to /` �' Date: 20 SEPTEMBER 2004 �f/ •2 c� e s�rz�v Scale: AS NOTED STRUCTURAL DETAILS 20. Conn Detail 12. Framino at South Cano py W LE WSCALE 04. Framing at Canopy Diagonal s NO SCALE 3 r. . L , 'ST-EVE ROYCE ARCHITECTI RE ') NOT RF.pRODIACE jNtj 'T oEOM S2OW i i _.... ...,:YNr1'n'J- 'ip+wq;PJGNAteE:R.YOYY+t��'a1+Fk�rYRtN/N•+dbjv.iir.��h*uugiMur.. .,.u�i I : loN . _"'..^'•�+�v�n-.,.se•..+s._,-._nen•,,, .,-:.,_..-.. �_.� .. :.... '' � : .. -x17YIMYfV�IR'wf#tY+Ybi.�..n�6uwJ♦.a.Y.!R�1141Hf"6 .... ,,_. i : _ auhw��luu• "o'11' �- '+�Iflfll �l� I IIII Ilii Ifil illi 1111 Ilfl IIII ill Ilii Ilii III! IIII IIII I I IIII III IIII IIII IIII IIII IIII IIII 111{ IIII IIII IIII IIII 1111 Illi IIII 1111 illi IIII IIU IJI IIII Illi IIIIIIIII IIII Illi III! IIII u.... .... cm fSTRP 1Om�m.1 19 I 10 I 1 II I Ili I 13I 1 I (! 1I19 I I I i 19 20 al 22 23 2a25 26. 271 23 219 310 011 HOWI A IJT, 'Ids fmi6iWIL11,11 0V , dyr Rai.,. - v.. p 1mosom 1, W1140 1!NIP S - I; y v. t 5 I , r I I / t P a LT! filoiC 1--y 4 3 25 1 820 N River St, Sults 103 Portland OR 97227 www stueveroyce.com w/ p.503 287.6404 % Qp)Lt 503 213 5909 AV/ 9e lot_ DF�Il q POS-r Pk'cW 3.K12 1 f54 -floe, _/ �x 2 EE..1 JB II Irk; is 1° ? 8o �2 v✓�2 i Y nr w r 05. Truss Connection Plate o, . Upper Entrance nte Frmin7AD g t C^r�r'ZA-) T S 46 • At t4 0 061 1/2' , -'- C li4/Op �Iit/ \Tv • re FA Sick+' `!e N C2 /riPll BC7G 7S N DowC L /?o.0 ,� N 'EA Y Fe #Ke/Z o.C.e. t,J, s �73 �G 9 Cel� i� G'-E�/7c��-�'✓�` 47- w.4 c� v �1 E'�'-tBC _ I • �' cry ' N '+Q/ "'V- '•' x ,---•^ ,r : L pe- -4T L. 3 N `i1 AF3x/L RAIr7x'�-7t� _vim ,6t t rr ';p' �O / .•. . ' �. REt9Q „ �g � �1 Sl` /Ynr✓ P�PoY/off S/��i�x G / C r 7`/0 e q L ,doc s 7-0 orPG w/ A,,'a7.r 5 W4svc "s A� resGc6 «.a✓, s-.V, .✓.t' G T � a 7_S DFr�x So�i/a y {�W EA �',yfs lL 17Elevator Pit 10• Truss/ Beare/ Post Connection Truss Connection Plate 02• Upper Entrance Eave — N.T S NTS M k 4 0 `•5 1 I K i S7 ' S S 4 S7 S7 r 114 af to a : k • Y 51160 ISSUES & REVISIONS I• CLARKE ICE J BUILDING TIQaI;cS, Oregnll S 3 Date, 20 SEPTEMBIL14 2004 4s,- Scale. AS NOTED STRUCTURAL DETAILS S 1 q er.: vE a RorcE Aitl;Mll R.CTUR �'i.. ... , "B• steel Beam Pocket OS• • O4. r DO OTREVR C INC 10(N, T ... : Truss Connection Plate Upper Entry Truss (Xh10EWIT+OUT°EdMl9„oN N T S N T S rDNkA,A�p _, ' �: ..:., �,p w SIh. i•.•, .. : ... - .-..._ •-•- __ .... .-_...-...--,_...__,.._..,.-._,. ___.. ._..--_ -._..-.._-'---- .'-_ _ ....._,-. .•s+na,.n,......_.,...._. _ -.. wq'rtln.x!,+,...._ .. . .._._.,,_. -.__.,_„w^ w -+ w,.„ .eYu . 1 Cm i I 9 9 ,•.,,ylylilull I iull nu�inl i Ilii lell I nl In I I uu un I nn�tel I nu�uu I nn 1IuIYnlsxI lf:iJnLrI'ElGu.el Iiuruu il�.Iu"lnl.wl I�mO`ICRs 10 1 1 12 13 14 15 .7 is IPA t 22 23 24 25 28 27 28 nr.ti 2i.l:iI9e.; 3n �0ulILEO�1rt! :.. , ,1 . _.. .. ... _._ s . , .'.7 ..'-.1 ,;., ... - - --¢ 'r., - _:,..1r. ..y: r:.r,fir.. r” ,. - - - — '` -i-. •i n. r :r, .r. - yyy,y . loll s.. a T tib^_. ,c+v "I r W. Jill - A complete TJ-Xpert framing plan requires the Trus Joist Frarier's Pocket Guide - -- --"'1 I 55,c Tris Jsist Fnsiner's Pocket Gude for Product Trodema-k Information • *.D TJ-X ert. • Rml -- to WA R N I N G "�--- t - ---- F--- - ---- ---�--~ - -- Joists are unstable until braced laterally HANGER LIST Stratp-Tit Company, Inc.0 < Bract Includes: s s Plot ID Qty Product Label Top Nails Face Nails Msntbsr Nails Netss F Ile I,��1_ M l� lh+y' -—-- ---- �° — -- ---- -- ------ ------ _. . Hangers - DO NOT allow workers . , Hl 37 M I T y ik. 14-10d v _��Hl to walk on jests until stns v"as . .. ' ,,:°` DD NOT seek building3 braced. H2 26 M I r 35, MC)i Gr1l'_9 Lh L .1,J ISTD O►j�`? � maar/ab on unsheathed E1 WARNING NOTES: ;olsts. 2 H3 16MIf351C 0-N10 2-N10 E- - Lack of proper bracing during construction can result in serious accidents. Under H4 26 MIT3516 4-10d 2-10d 2-N10 --- --r _ normal conditions if the following guidelines are observed, accidents will be avoided. H5 15 fo Ir yl 1. install ail beaking ~angel fir,•beards an7 rim leisi at T.i 'joist and$Uppwb H6 12 iM I T351110 ' ------•-- �E- 2. Establish d parmanenl deck isnaethingl nailed to 11116fust 4 feel of lasts a!irre end of the bay or braced and well H8 11 H7 7 f- 35 I� 1 I i T i ./ 12-10d 2-N10 L� ,. Safely 91fU1 Dfitl6 Of 111(nilntm un mull be nailed 10 a braced tlnd well o•LhealMd dreg H9 11 VJIA/� H I jl L 4-10d 2-10d 2-N10 E— _ 4. Shaamng must be D•upen rapes to aach lit • H10 1 Lac T'2.'3 I Y joist bufo a aOJrtro na�IOadt�an be Ulac ec w�Inn sysfarn I + �+ -- -- 5. Ends Cf:anlde.ws requ fa LUu!-roes 9n ,Oth tie tJp and bottom ftangeL n 1 .-.. ._--------- - -- I �E- Hottgsr' Notes' , Notch 1 3/4" x It," Tlnlba'strand joists r,,, - i 6. T��"last napes�uat ramaln stralynt Nnthin a tolerance o' }4'from true abgnmervi - 2 112" deep. 12 I/2" max from bearing < 8 r- ----- ----- - -- -- wall. JOISTAND (BEAM LIST I - -- Plot ID UMM Product pil" Qty 11 E -- Al 23' 16" TJI 360 Joist _-_- 1 31 ;r ----�E-- --- - A2 22' 16" TJI 360 •Ijist 1 7 11zM __� — - __..—. _.— _------- —' A3 21' 16" TJI 360 Joist 1 22 E-- A4 20' 16" TTI 360 joist 1 16 �� A5 19' 16" TJI 360 ,foist 1 11 A6 18' 16" TTI 360 Joist 1 7 Yi., -- --- 3 fH1 - _-- - �---- _�__y-- - -A4-- A8 16' 16" TJI 360 foist _ I A7 17' 16" TJI 360 •oist 1 3 • _ 1.... .I 1 13 A9 10' 16" TTI 360 foist 1 6 -3 I A10 40' 16" TJI 560 Joist 1 12 P1 16' 3 1/2" x 16" 2 OE Parailom PSL l 1 -- ---+- ---- ______3 P2 9' 3 1/2" x 16" 2 OF Parallom P5L 1 3 in E P3 5' 3 1/'2" x 16" 2 OE Parallam PSL 1 1 E1 �RJ1 18' 1 3/4" x IV' 1 7E Timber5trand LSL 1 11 t �, --- - - - ----- -� —3 E--------- I ACCESSORIES LIST H53 CAI Plot ID Length Product14 Plies Qty Rntl -- ----- ---_ - r fT I Aml 26 1 3/4" x lH 1 7E Timber5trand L5� Blocking Panels 1 1 Al 1 i Rml H3 16 1 1/4" x 16" 1 3E TimberStrafd LSL 1 14 ---- - II Bill 1 1 11/16" 16" TJI 360 Blocking Panels 1 28 i I I Bk*,* 16" TJI 360 Blocking Panels -- Bki 1' 112" 16" TJI 560 Blockmg Panels otn1f 1 5 Bk2/ 16" TTI 560 Biockinq Panels j Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 127 1 I I e CA1 16" Bk , Random Ienath blocking panel cuts �` Bk, Blocking Panels; Am, Additional Materials; Rm, Rim Board --- A7 �- - 91 .) JOISTS MAY BE OFFSET •:' 3" i FOR PLUMBING CLEARANCE Tf�Joist 2.) BEAM CALCS APE PER DESIGNER Nin board -__-_--_ I I OF RECOPD NO ADDL•t-IONAL ' ( l CALCS WILL eE PROVIDED. A �' - 3.) BUILDER TO CHECk ALL JOIST _ I I LENGTHS 3EFORE ORDERINF 4 ) DOUBLE JOISTS HAVE NOT BEEN W ALLS EBU BUILDER MUST SPECIFY b UNDER PARALLEL Pl I Hl I I H3 H3 I H3 H3 H1 Web stiffeners Beo J.i c I I B8_0 r- ,f, i_ l.1 LL LJ 5.) TJI PLOTS SHOULD BE REVIEWED T �' r' T "' r1t T 'T' m 7 T T n BY ENG'R OR DESIGNER OF RECORD required each a diameter maximum hole for 1 1 'j' r� BEFORE CONSTRUCTION BEGINS side at E1W IVim-X",lasts;d"diameter H6 ! 1.-.-___ MXimium for " joists or for 6 1/on: I I H2 , H2 H2 .. N•4'✓ a� •J ,� I � � bbcking panels les,than 12k ( l lag.Do not art flame . f 1 � A10 - l - ---- - ---- ---- ------- ( JOB COMMENTS board cktsure LE'/EL NOTES ----� - True Jost Nm Jr [DIVERSIFIED File Name. 1309-r3.JOB CLARKE OFFICE BLDG ' t TAUSSED`alt�OR"'F•r„r4y R Level Name: 2-Diversified. Clark Office L.. p!c"err. 9/10/2004 11:14 I CREATED BY -- A2 -- Al _ I I - _--- _ _ Al Design Status 2-Diversified, Clark Office 4/10/2004 11.08 BMC West I ! I 20285 SW Cipole Rd. NOTE: Level design times indicot .i above provide P.U. Box 1349 assurance for proper level stacking. Sherwood , OR 97140 NAILING REQUIREMENT I 16" I 503-925-9663 ogy FAX: 003-U5-4613 Oes' Methodology: ASD Two led 0,,-) a,ox reeds(1 each side 1, - L m -- minimum end � 1. '�" I � -- . ` I � I Floor Arca Loadin7 Is: - 50psf Live Loco ad 42 psf Dead A Partition Load S1/M�- LEGEND rotor added additional "cads Blackl nets rim ol.Lt or rim board to Ir4a►In fah; - - -- I I Note from Operator 1,IIflC b/rnc:krny perels pr rim joist 10d(3")Ixix nails at 9"o.c I I Maxiitlum Joist Deflection: Trus Joist rim boerd Toenail with 10d(3")box nails at f3"o.. or I ' I I L/360rn Live Load Point Load 16d(3)�")box nails at 12"o c I Sneer transfer Connections equivnient to decMing nail schedule l I iJ240 Total Load Lord Li _ TJ-Pro Rati,-q Information: _Rim bath,ritr et o►closure to TJle�olM: Weighted Average: 31 Arca Load l!7 Rntl _I Rm1 f tvxftll rx less: Two tib(3")box mils.one each at top and 1 bottOrftf;aarge __ _ i Lowest Rating: 42 I BBO Beam By Other. H'7htst Rating: 66 2Je'thru 2'0,"widths Two lfid(3Y2")box nails,one each at fop and Glued A Nailed Decking is Required I Detail Callout l.ab�i botlorri flange A3 A3 3%l"w;l th Toenail joist to rim joist with(nig 10d(3")box nail each side of)uist top flange --� Direct Applied Calling is Not Required (Set Fromtr's Pocket Guide) AOLFloor Detki 23/32" Panels 24' n Rating) n9� ( `� ng) t I Required Bea,erg Lenqth in inches 2rt4 minMnwtt weft Two tOd(3")box nails,one each Non-Residoentiol Level (2000 lbs. concentrated loud (Adequate bearing hal been provided if at top and bottom flange. requirements for standard non-re-idential floor I bearing length ;� rot indicated.) f. have been considered for reaction.) i Ncrmal� C. Spacing 8 - 16"' c f Stands Blocking: k1" pope�� *Unless noted otherwise FOR THE TJ-XPERT WARRANTY OF ;)3 Layout ftele:-_--- `'- — DEE FRAMER'S POCK12T GUIDE TJ-xpen 6.36(esn)ce.ve os.as 44.36 nese i ! . . 1111'.1krr�'.4tl/, nr..r.,,.- .-..».,r,,....,.,,V,{�.•F n.... ......... ru,..".. _...........-.,..".....�...�..._..,.-..,..—..—�......r-.. ..-.,.".�.._._....._.—".......,,..... "__' . ._•___._..,_.,_-.., .s...ls----'-•--•we'-n•—r-.'R^' '-.�.._... �te�A,l•r• .-•_-_._-..-,_..._�.__........._..__._.....-.....•�....n,e.A...w,� -. -, ,. .,. ,.. .':rwx:faeAeSlrt ill uia4..' h -... .. Y .OYK'.�J'✓1C'f�AF '�'^�'01 •"4.1. W�'i �} VF1�WM.':�' CjTI "I illll� I :i; INI II11 IIII IIII 111! 1111 1?1111111 till IIII III! III1-1111 it i ill WTO 'rvr�s �'�¢a" ,��f.� ya++�4��' f1 ►" ' I I I I ! I lullllt'llltlll 1`11111 IIIII!III IIiIIIIII IIIIIIIII Illililll Illfjllll I111�1`II 1111 IIII II11 Irl IIII II11 IIII Iltl'llll Il I{ IIIIIIII! IIl1 IIII Illli LEOISILfTY STRIP h i I I , l i I I I ( I b l0 I I l2 I3 1� Ib t7 1® 10 2O 2i ?..2 23 214 2'!S 12 217 I I ^I a iUm�.i cm ' 2H 2C s0 . iw MaN • 1 t t• s 001:81" l Ity .w „ { , I i,w9 4 p� x - i l 'y I a 1 1 • 820 N River St, Suite 103 Foilland OR 97227 www stuevewyce Com i p 503 287 6404 y t 503 213 5909 i 1 1 • 1 r +t 1 �1� 1 I 1 t"1101,114,1111111 r ala' I A CA — -- C14 CGE - _ / ' I I 3: CO) IM (3�)Al I ' �_ - - - -J- , '�:: I - -- - �8'9'� ___...___---�•_-- --------30'9..0 -_.------_---____ WEST SLA DRAWING APPROVAL CUStiO�rNafl'tE: hrOJeCt N8R1e/ PIAn � TMN/LAYOUT I$TF!E SOLE.,OURCE FOR FABRiC•ATION OF w TRUSSES AND VC40S ALL PREVIOUS ARCHITE.CIURAL OR �rsifted Construction __--_.-__ Clarke Office Building.__ OTHER TRUSS LAYOUTS REVIEW AND APPROVAL OF THIS Addrea SIh Conlsot: iib Addnee BUILDING 1 SIA TER/A L S LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES:Mil Tom 7655 SW Beveland EE BUILT VERIFY ALL CONDIIONS TO INSURE AGA• 1S7 CHANGES THAT WILL RESULT IN EXTRA CHARGES T)YOU SIt.Phcn. - Tigard, OR __ TRUSS DIVISION UVWi gard hena; — Dote Job! • 9112 18" 9/20/04 4031b1 20285 SA Cfpole Rd. Approved by �•11� €ex• Gelling PMch Loedtng— well sire l Pate s�.- may: - Sherwood, Or. 97140 5.5r1? 25-7-0-15 2x8 Phone# (503) 925-8787 f L---- ---.... - ---- - - KF----- --- Fax# (503) 825-4575 --- - - - ------ 1 I ' SSUES & REVISIONS Gv --mac /!cam />�'��..1,,v•6 r2'E�/ms's� ______r _ OFFICE 4", BUILUNG Tib ard, Oregon p ,5, f Date: 20 SEPTEMBER 2004 Scale AS NOTEi) 1 MANUFACTURER'S NUROOF TRUSS DRAWINGS - • 4 9- O9tuEVS&W.0 ARCHITECTURE IMC •'. ., 00 NOT R UIK:£YNTHOUT pE�µl� I nra _. «- ......__..- _.. .__..�.:. -:.._._.__.•-___ ....._......tee,.:.............. ..__._,---._—,.-.�_..._-.__...�..-.._ :...—.-. _.._..__..-.._.__ ..-........-..._,,.,._,.---_.__„ - w: wr.•:.u, '.°� r.W cwa�c[...-.n drz :.. .. -..,.. �__ ... ..�._. ..�.. -+`+""`-""'--•-- .. .... _ ._...__.... .+-.w+nw.ww....,_.,,,..-...,-.....ra•» .,.'Q"'W4'.4W!ir'6b'y�lySW�I►W' W➢i1� aw'�k :r.:"a7�.x,_,w:;kr_ ,.,„ f�l ilii illi ILII til II�III ILII illi III! IIII Ilt 1 1 -�^� ,dl . . �'. ,II 1111 IIII I tIL Ilii III+!!!I ILII _-�1 I I ( , I 1 II ( I I II 1 N� ++ LE43l6k.ITY STRip Cm 1 I I I I I I ( I I ! I111 III lilt illi IIII 11 ! I I{II IIIIIIII iltl I III tlf ! I III. IIII i � I0.�1.iem 10 I i7 It!! 1 20 21 22 23 24 27 "0 2, 2t3 29 30 r • NONI � lat I � '., . , 4 , Mw Ktd1II�IIV f�pl�ItliI�IIIlV!