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8530 SW PFAFFLE STREET-4 `s ,c "a ! k 1 3:x 1 .._.- .....++.+.+..... ..a..-wwr.n..►..raa..w.a+w..uai6.liw+.�larw.....,,..,,,.yi,,,,Www,+r.w1.'a.►+au.: rY...v�i"rh' is - wrw.rrt a.e �'�' r ..., ,. -..r.....,,r.t,.,..:a..w•.nr��rcYa. Y:Lutitpof�iupy.' =.__ ...,.� _... ......u. .e....r....<ri" �W �i.+a . 'ill.+�I,bWYNd!W Y'tJ1i0w:i W - -i�•-_,a.'4.ttiil-_ _-,-,YlyyYJs,..n.... _-_-_.-.._......,.-__. ! A t i nA D D L=AL DkDj =T LMJ LMJ 9025 S.W. Center St. - Tigard, Oregon. 972 _ Phone: (503) 620-20 4 - __ _ -_-. ------ - Fax: 503) 664-36 GENERAL NC)TES PROJECT INFORMA110N PR PE 292imm . CL)W, ?D f� NG OU NE R: DAVE DALTON GO RAf`1i - CONT. 11930 S.W. PFAFFLE ST. THE INTINT Cm- THESE F JS 18 TO PRiYJVIDE CONTRACTORS A GENERAL GaJIDE FOR A I. JOiNT6, LOCATE ANL) INSTALL 0"TR.ICTICNI, ISOLATION, ANO i3. WOOD STUDS MAY BE NOTC44ED TO A DEPTH OF 25% OF WIDTH MAXIMUM, EXCEPT TIGARD, OREGON B12:3 �F TU FULL, C.)MPLEETE AND UKr. 'ABL.E PROJECT. CONTROL JOINTS AS INDICATED OR REQJIREC). Ir4TERJOR NCX4W-AMNG STUDS WHICH MAY' BE NOTCHED TO 4�0% OF WIDTH MAXIMUM. E>ff'IRES 'S. CONCREI?TE PLACEI�N l: COMPLY WITH ACI 304, "GUIDE FOR MEASURING, �--� TFC MAN$, SPECIFICATIONS, NOTES AND OTHER CONTRACT DOGU"ifENTB WILL GOVERN MIXINGS, Ink's, AND PLACING CONCRETE," FOR PLACING CONCRETE 14. STUDS MAY E!JE fDtORED TO 40X OF tuDTH MAX. EXCEPT INTERIOR NONBE4RIPKs ��I1�E� NIGOLI �NCsIN��RiN�s STUDS WHICH MAY DE DORED TO 60% MAX WHEN EACH BORED STUD IS DOUBLED , IMO- Ti•E Ili>RK THE CONTRACT DOGU"SENTB ARE INTENDED TO ISE Ct�'1P�.EMENTARI" AND IN .4 ��C�ITINtJOt1S OPERATION WIT�+IN PLANNED JOINT'S OR SECTIONS. DD NOT AND PROVIDE FOR A COtWITH NOT MOPE THAN TWO SUCCESSIVE DOUBLED STUDS. W2525 S.W. CENTER STREET COOPERATIVE ANCA TO DESGI�tIBEu 1PLETl* f61IROJEC:T. BEGIN PLACEMENT UNTIL OTHER AFFECTED WORK IS COMEPLETEG USI Nth OR ON THE PLANS AND NOT ANYTHIIS. Illi NO CAGE 61-BALL TIDE EDGE OF A lSORED HOLE !9E NEARER THAN 9!0" TO TI-E P.O. BOX. 23184 NG IN THE SPECIFICATIONS AND NOT ON THTHE . C.ONSOLIDATE PLACED C4NCRET'E N3 F'fEr!WANICAL M THE SPECIFICATIONS, OWALL BE AS THOUGH SH04N OR MENTIONED M BOTH EDGE OF A STUD. TIGARiD, OREGON S1223 _- -- VIBRATING f_6iUlfPf1EhEt WITH HAND RODDING AND TAMPING REFERENCED SPECIFICATIONS AND STANDARD PLANS ARE PART OF THE CONTRACT 60 TWAT CONCRETE IS WORKED AROUND REINpO}RCEM W AND Ib.C40NTRACTOR e+4.41-L VERIFY COMPATIBILITY OFFASTENERS WITH PREPHONE : (503) 620.2Qi86 SSURE : (50 684-3036 DOGUI'tENTB. OTHER E"WDDED ITEMS AND INTO FORM6. TREATED MEMBEFAX 3)RS - • PROTECT CONCMTE FROM IPRY61CAL DAMAGE OR REDUCJD CONTACT: JIM ANDREWS WHILE IT !S DEPICTED THAT MUCH OF THE IPPOIRf"t TIONWOR PII'.LL BE Cs TO CONDITIONS STRENGTH DUE TO WEATHER EXTREMES DURING MIXI�-• h. PRIOR 'TO INSULATING i COvfaRIPiG WALLb - CHECK 1 TIGHTEN ALL BOLTED SHAUN TURRENTINE, PE. WHICH MAI" AFFECT THE CJST 01s THE PROPOSED WORK WILL BE SHOWN ON THE P1..AGING, AND C;UI�NCs. COf�ALEGTION$, • PLANS OR INDICATED IN THE CIFfCATIONS, THE OW1RR AND NO DOSE NOT . IN COLD WEATI•ER COMFtY WITH ACI 306 TABLE OF CONTENTS WARRANT THE TWE C.O1''PL.ETEPIE88, ArGCURAGY, INTERPRETATION OR DEDUCTIONS OF . IN HOT WEATHER COMPLY WITH ACI 383 c•-�1►.�pr-r 6UG'W INFORMATION. IT IS THE CONTRACTORS RESPONS451L.MY TO ASCERTAIN THE -•-�.�-�lL011 ��� ��LD EXISTENCE OF ANY CONDITIONS AFzECTINCs THE C06T OF THE WURK WWICW WOULD OF " " _-3- 8d CS COVER SHEET ..� i BEEN DISCLOSED DY REASONAME DILKsENT EXAMINATION OF THE CONTIRACT Mll4_k>mC p,G MATERIALS A6T1"1 JOIST TO SILL OR GIRDER TOE NAIL---- � � ,�n01 C>e)GIJ"ICh(1'6 AIJD SITE. FAILURtE OF THE rONT,RAG'rOR TO MAKE AW EYt1:1"IMATION - - 1 x 6 &AS-FLOOR OR LESS TO EAC;W JOIST, FACE PEAIL 2 - ad PRC)JECT NOTE'$ AND PT-ORMATiON F r, WIDER THAN I" x b" SUB-FLOOR TO EACH JOIST, FACE NAIL 3 - 8d 1.1 SITE PLAN, EROSION GONTIROL AND LANDSCAPE PLANS OW OF 17GA" Cli v ..: ...r•Ca G:ESSARt TO DETERMINE GETlER41.. AND LOCAL G.MIG�ITlONS AND AL1. OTHER I. DEFOfoW"1Ei FlEINFORGING+ BA,�: GRADE (PC, UNLESS OTHERWISE - •---A - 613 ,! CONDITIONS WHICH MAY AFFECT THEE WORK UNDER THIS CONTRACT 8HALL NOT 11401CATT_D. 2 SUM-FLOOR TO JOIST OR GIRDER, 151.MD AND FACE NAIL 2 - I6cs PWLEASE THE CONTRACTOR FROM OBLIGiATION6 OF THIS CONTRACT AND SHALL NOT SOLE PLATE TO JOIST, SOL IP DECK OR BLOCKING,FACE NAIL 16d • 1b" O.C. 2.1 PLANS fENTlTLF. THE C:ONTRAC70R TO ADDITIONAL CCMPEN9AT10N ON ACCOUNT OF EXTRA 2,DEFORMED IC?IN!"ORCING TOP OR $OLE PLATE TO STUD, END NAIL------ -- - 2 - 16d 'AFpmW.... ...moi WORK OR TO AN EXTEr16l,'7N OF TIME FOR GCx'1P£NSATION. BARB 70 BE WELDED TO EMBED IT>E"IS -•A - 10i STUD TO SOLE PLATE, TOE NAIL - 3 - bd OR 3.1 ELEVATIONS In Low sK .t ONTRACTOR L, UPON INCONSISTENCY TENCY T1•IE�fs"LANS ORSPECIFICATIONS,IONS, IMMEDIATELY GALL IANY ERROR, OMISSIONS �TD THE 9. raK7FdC�1NCi�,CCWod 4 p L Cj �fTHE� V TMN 7j1 ►f� 4 �gI C�OI,fgLE OP PLATES, FACE NAI - .- � • 24' OZ. 4.1 SECTIONSDOUBLE STUD, 1 ,002 �»TT ELD L -10d • 24 O.G. ATTENTION OF N.E.I. C4I'1TR4GTOR SHALL. NAVE NO GRUB!' FDR A GLA!M WHERE 4-LAP ALS_ fs'.R9 A MINIMIlJ1'f O'= 36 TSAR DIAMETERS (?'-0" MINIMUM) SOLE PLATE TO .)OIST; SOLID DECK OR SLOGGING AT -• di.l DETAILS iitlr►: CONTRACTOR HAP REASON TO BELIEVE DEFECTS M THE PLANS OR SPECIFICATIONS BRACED WALL PANPPS AT A!L SF- IGlas UNLESS NOTED OTHERWISE. DOUBLE TOP PLATES, MINIMUM 48" OFFSET OF END JOINTS, 8 Ibd EXISTED AND FAILED TO F'1�a9ENT TIMELY OBJECTION THERETO.ON THIS RE BE STAGGEB OF M`D. FACE NAIL IN LAPPED AREA L1 TYPICAL SHEAR WALL DETAILS P S. -IOrZIZONTAL. P.3AR IN WIt+1.L8 AND FOOTINGS S6-TALL BLOCKING BETWEEN JOIST OR RAFTERS TO TOP Pi-ATE, TOE NAIL 3 - 9dPERSONS90NS INVOLVED IN WORK PROJECT SHALL BE RfESF'OPISIDLE FOR STAIR � L� TYPICAL HOLDOU.N DETAILS �'��O EXAMINATION OF BUILDWs SITE, PLANS AND 3PEC,'FICATIONS. FAILURE TO I 0 50 WI:L RIM J016T TO TOP PLATE, TOE NAIL----- AIL- dd • 6 OG. NOT RELEASE E SUCCESSFUL BIDDERS FROM f°EF�OF1111NG THE WOR+'dC ' 7)IC:ATED BY &MINIMUM CON(:W_TE COVERAGE: THE FOLLOWING MINIMUM CLEAR TOP PLATE$, LAPS AT C4VNEf46 AND INTERSEC:lIONS, FACE NAIL 2 - led �r PLANS AND SPECIFICATIONS. RISTANCES BETWEEE�,l !REIWORCMG STEEL AND FACE OF CONCRETE SHALL WE BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER ---- 16d • Ib" OG. OFFICE Cory �I Ap�allllii,.,,,,-.___ ALL U10REC AIVp MATERIALS SrfAL:. PSL IN FULL AC.GGRt�.4NCE WIT}I THE LATEST R�IJLEB MAINTAINED UNLESS NOTED OTHERWISE: CONTINUED HEADER, TWO PIECES ,gLCAJCy EACH DESIGIN CRITERIA SwL~ag AND RE'GUL ATIONS OF THE UNIFOR1 1 95UILDI1%IG CODE, STATE STANDARDS, THE NATIONAL SLABS ON EARTH -- - CENTER OF EDGE ELECTRICAL CODE P°LUMDIVCs Cdt%E, LOCAL CITY AND COUNTY CODES AND SLABCEILING JO'6TS TO PLATE, TOE NAIL------ g _ g� BUILDING CODE:- 2003 INTEWATIONAL BUILDING GODS UJ/ � STANCARDS, THE APPLICABLE W:rAlL.ATION9 OF THE LOCAL UTILITY COMPANIES, AND CONCRETE BELOW GRADE,FORMED OR EXPOSED TO WEATNFR 2" - - OREGON AMETID!'tENTg f2004 0996) ANY OTHER APPLICABLE LAWSAND I'1E AND REGULATIONS. CONCRETE BELOW GRADE. UNFOR0 (POURED AGAINST EARTH-•-•-3" CONTINUCAZ HEADER TO STUD, TOE NAIL 4 - 8d Dm ]� CONCRETE NOT EXPOSED TO EARTH OR WEATHER 11/2" CEILING JOIST$, LAPS OVER PARTITIONS, FACE NAIL:--- 3 - led SOILS: -- --1500 PSF (ASSUMED) ALL BUILDING TRADES 6HAL1. PERF"' AND CC)MPLETE THEIR WORK TO THE BEST CEILING JOISTS TO PARALLEL. RAFTERS, FACE NAIL 3 led ATTIC LIVE LOAD: - - -3Q) P9F ACCEPTED STANDARDS OF T,;ji R INDUSTRIES IN COMPLIANCE W:TW THESE PLANS l.MMIMUM DISTANCE BETUF_V4 !RfEII` O CING TSARS SHALL BE 1.3 TIMES TWE M1AXIMUM RAFTER TO PLATE, TOE NAIL 2 - '6d AND SPECIFICATIONS. CLA"Ff&N VME-NT OF UVW BY ONE TRADE AFTER ANOTHER SIMD AGKsREGATE. 1" x 8" S•EATNING OR LEbS TO EACH BEARING, FACE NAIL--- - ? - Sd ROOF LOAD: --- -?5 PSF SNOW TRADE E$TABLISHEB O:.CEF'TAi�iCE Cly PREVIOUS WORK PE(RFfJlRt'1ED. WIDER THAN I" x 8" 61lEATHMG TO EACH I5EARMG, FACE NAIL 3 - 6d NO REVISIONS / iODiFICATIONB SHALL BE MADE TO THERE PLAALB / SPECIFICATION& &WELDING OF STEEL REi*01RCING TSARS SHALL BE PERMITTED ONLY UPON UoiciTTEN I" BRACE TO EACH SAJD AND PLATE, FACE NAIL- - 2 - 8d WIND LOAD: - W MPH, EXPOSURE I3, l9' BUILDING WEIGHT NOTIFY ENCsINdER PRIOR TO MAKING NECESSARY FIELD MODIFICATIONS FOR REVIEW STEEL NT L THE IAOR TO EF WELDING IS PERMITTED, W HYDROGEN OF RELECTR D �li Of I 1 arrj STEEL SHALL TO AWED 1.4 USING PI�3F'ER I.OdJ HYDROGEN ELErTROOEB. SEISMIC CESIGN DATA. y G . AND APf10'IR(JVAI., AND / OR THE CITY / COUNTY CIF 1RCGTl.lIRaED) PRIOR TO ANY f3U1LT-UP Gf)1�JEIR STUDS. • Led • 24 OZ. BUILT-UP GIRDER AND BENTS, 2" LUM15ER LAYERS-•-- IDd - NAIL EACH LAYER AS FOLLOWS: IMPORTANCE FACTOR (Ip) 1©D � n,te`j Flans COMMENC&IENT OF WORK IF ANY ON SITE REVISIONS / MODIFICATIONS ARE MADE POINT, OR MILL TOSTS SHALL BE RIEC0RED TO DETERMINE CARBON EOIIIVALENT SElSMEC USE GROUP--- - --- - 1 WITHOUT APPROVAL THEN TFE GGr+i RAGTOR SHALL BE RESPONSIBLE FOR ALL SUfTADLE FOR WELDING. TACK WELDIRx OF REINFORCING STEEL 16 NOT PE�RMITTEP. 32" O.G. AT TOP AND BC'I'TOM AND � rate MAPPED SPE=CTRAL RESPONSE ACCELERATIONS Seel.0b1 9 I"031? � - - - ----. ASSOCIATED COOTS. STAGGERED. TWO 1JA _9 AT E1.1D9 -` -_-- $.ALL REIPFORCINCs STEEL TO BE Tlt-D M PLACE PRIOR TO CONCRETE PLACEMENT. " AND AT EACH SPLIC1. 51TE CLASS p I A WRITTEN DIMENSIONS ON ARE SHALL HAVE PRECEDENCE OVER SCALED 2 nAtK,!° •---BEARING SPECTRAL. RESPONSE COEFFIC:E-NT--- -- Sv*■0.164 9pr.0.411 U• DIMENSIONS. 1-9 FOR ARE NOT DE TO SCALED. CONTRACTORS SHALL VERIFY AND ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: SEISMIC DESIGN CATEGORY- - -- -- D �jj BE RESPONSIi<sL.E FO}R ALP DIMENSIONS AND FIELD CONDITIONS PRIOR To GOMMENCMG REVISION 1 S ION THE UIORIKL NOTIFY ENGINEER OF ANY DISCREPANCIE6. TOE NAIL- -_ 4 - 4,d j FACE NAIL- 3 - N'd BUILDING INFORMATION j STRJGTURA&- DIM NSIONS CONTROLLED BY OR RELATED TO MECHANICAL AND � FRAPIE` RAFTER ?IES TO RAFTERS, FACE ELECTRICAL EQUIPMENT SHALL SE VERIFIED 13Y THE CONTRACTOR PRIOR TO 3 - � CONSTRJCTION L TOP �L..`TE OF ALL STUD WALLS, SHALL IDE 2 PIECES THE SAr*,, a IZE AS STUDS. JOISTS OR RAFTERS TO SIDE OF STUDS, TOE ~TAILS EAC44 61DE -- 2 - 1001 I SPLICES TO LAP 4'-0" MIN11"R!f'1 AND BE NAILED WITH 112) 16d h'iMMUM EA1CN SIDES BLOCKING BETWEEN 'MOIST r,1R RAFTERS BUILDING- SINGLE STORY ADDITION f ONLY A."PRO`rED "CONSTRUCTION SET" MARKED DRAWIW_v5 iNCORP-ORATING ALL. OF JOINT. TO JOISTS OR RAFTERS - TOE NAILS, EACH SIDE, EACH END ? - led r ADDENDUM AND DIMENSION CLARIFICATIONS SHALL BE USED DURING THE EXECUTION TO JOISTS OR RAFTERS BEA?RIM6 - TOLE NAILS, EACH SIDE— 3 - 10a CONSTRUCTION TYPE, WOOD FRAMED ROOF AND WALLS ON CONCRETE OF THE WOW 2. BOLT HOLES IN WOOD SHALL BE 1/32" TO I''4p" LARGER THAN THE NOMINAL DOLT BLOCK!NG BETWEEN STUDS EAC-1 END 2 - I0d TO' FOUNDATION. - ----------- DIAMETER ALL BOLTS SHALL HAVE STANDARD CUT WASHER UNDER ,;EAD AND PROJECT. CONTRACTOR MUST BE RESPONSIBLE Ft7lR VEtg1FICATION AND GOORDMATIGN OF BRIDGING TO J018T TOE NAIL EACH ENI- 2 - 8d ZONING: PROFESSIONAL COMMERCIAL. - GP SUl9GGNTRACTOIR'S WORK To iBECURE COMPLIANCE OF DRAWINGS AND SPECIFICATIONS, NUT UNLESS NOTED OTHERWISE. -- -THE ACCURATE LOCATION OF STRUCTURAL MEMBERS, AND OFIENINGS FOR MEC1•lANI^AL, $HEjAjHWA TO FRAMING r_j9t BFIR_9: PREv14lJ9 917E DEVELOPMENT PLANS FOR DALTON'$ CATERING LINEAE 3, PROVIDE 2x SOLID BLOC•K!NG OeTWEEEN JOISTS A140 RAFTERS AT ALL SUPPORTS. ELECTRICAL. AND MISCELLANEOUS EGIUFPMENT. 3116" THRIIU 1/2" PANELS -- _ " BUILDING ADDITION BLOCKING SHAPE BE ONE PEEC.E AND THE FULL DEPTH OF THE JC)18T OR RAFTER 6 - 12 O,C. APPROVED C°ER SDR2001-9V004. MINOR MODIFICATION WAS APPROVED CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESP"IBLE FOR ANY LOSS bd CO-VON NAIL (SUB-FLOOR DIAL-!_) FOR -WE PFG'=OSED ADDITION PER MMD2006-0001.3. F<)R OR DAMAGE CAUSED BY HIM OR W16 WORICMAN TO THE PROPERTY OF THE OWNER OR {• PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR. CEILING 8d COMMON NAIL (ROOF) _ _ U.JALT�NS� TO THE UIORK OR MATERIALS OF orHER CONTRACT'[! OR SUDCOPITI�,ACTOfR$ AND ROOF. FIRE STOPS' SHALL BE 2 x e 4VMINAL THICKNESS OF WOOD AND AAL THIS" THIS APr=L.ICATION IS FOR T►4E THE CONSTRUCTION OF THE BUILDING STRUCTURE CATERING 1W32 THRU I PANELO -------- - -_ „ ' BE 2 x's NOMINAL THICIQdE88 OF WOOD AND SHALL LSE THE FULL WIDTH OF TWE 8d COMMON NAIL -� -�' - Off' ONLY. ALL OTHER 9Y STEMS ARE TO 13E PERMITTED UNDER A SEPARATE 9530 S,Vr. PFAFFLE ST, CONTRA L CL SHALL MAINTAIN INSURANCE THAT WILL PROTECT 71 IE OWNER HAPaT1LES13 ENCLOSED SPACE. PLACE FIRE $TOPS AT A MAXIMUM SPACING OF 8'-(8" IN THE PERMIT BY LATHERS. PREFER TO SHEET 1.1 FOR DEFERRED SUMMiTTALS. FROM ALL CLAIMS OF DAMAGES. VERKTICAL DIRECTION. PROVIDE 2x Flhe voile IN ALL FURRED SPACES, 1 1/8" THRU 1 ./4" f�ANEL3----- - _ b - 12 Oc. 1ICARD, OR 97223 VEIRTICAL AND HORIZONTAL, AND AT A MAXIMUM SPACE OF 8'-0" IN EACH led GOI"N'fO1�! NAIL OR THE C:C.'NTIRACTC)R BHAI.L BE RE9Pt�tJ81l3L.E FOR ALL TEMPORARY LOADING CONDITIONS DIRP_CTION AND AT THE SAME LINES. 8d DEFOR`iED NAIL DURING CONSTRUCTION AND SHALL PROVIDE SRACMd AND SHC)RING WHERE REC,aIRED. _ . WHERE NAILING SCHEDULE AND INFGiRMATION GIVEN ELSEWHERE IN THE CONTRACT VICIN� MAP SUBMITTALS: 13. ALL DOLTS SHALL BI? REQ-TIGHTEEtNED PRIOR TO THE APPLIGITION OF SHEATHING, VOGUM7ENTS DO NOT AGNEE, THE MORE STRWiENT NAILING REOWREMENT SHALL CONS TRUCT ION LOADS: 71.1E STR�X:TURE HAS BEEN DESIGNED FOR OPf'?RATIO>dAl. PLAA'T'E;t, fE TG. _ -^ - LO..DS ON THE COMPLETED 6TR ICTI)W, DURING 0"TRUICTION, THE CONPr..ACTOR APPLY. REFER TO SHEAR WALL SCHEDULES FOR ADDITIONAL REQUIREMENTS. TAX MAP: 151 35 DR �--- � �---_- TAX LOT: 10" SHALL PROTECT THE•' ST'R UCTURl. Sy BRACING ANO SUPPORTING WHEREVER EXCESSIVE o. EACH SHE'EE=r OF PLYWOOD SHALL BeIDENT"r-IED D1' A REGISTERED STAMP OR C;OINST' FASTEN SIRS AND CON�LG7�A. f F�IJCTION LOADS OCC-UR OF THE AMERICAN PLYWOOD ASSOCIATIA�. - - L� ALL MECHANICAL ,ANn E1-E*C'TRICAL WORK SHALL ME UNDER SISPARATE PERMITS NE-1. SUGGEST THAT ALL FASTENERS AND C4NNECT0RS FOR PRESSURE TREATED MEMBERS I. PLYll1t.7OD FOR ft)OF SHEATHING SHALL BE COX. USE EXTERIOR TYPE MINIMUM SHALL ISE STAINLESS STEEL (TYPE N&L STAINLESS STEEL,! CONTRACTOR MAY AT THEIR OWN C-G C7ipRADE, WHERE PL1 WOOD IS EXPOSED TO WEATHER PLYUrOp i<OR FLOOR DISCRESSION, OBTAIN 1'tECOMMENDATIONB FROM TREATED WOOD SUPPLIERS FOR THE TYPE OF -- ENC. aF C' TRAGI DOC NT6 SHEATHING SHALL BE COX. ALL PLYWOOD SHALL ISE GLUED WITH EXTERIOR WCONNECTORS ! FASTENERS SUGGESTED FOR THE PARTICULARTYPE OF P}lESWJRE TREATED TYPE GLUE. ALL PLl'1L'OOD SHALL CONFORM TO U.S. P:FiJCK+ .lCT STANDARDO�• � IF THERM IS A CONFLICT DET'UEEN CONTRACT DOCUMIENT5, THE �T I4!rl;ciST IN PS I-14. PRECEDENCE SHALL ::ONTROI-. THE PRECEDENCE SHALL Df*. PRET= ADDENDA, SECOND, PERMITS FROM OTHER AGENCIES AS MAY 15E REQUIRISD BY LAW, THIRD, S. ALL WOOD BEARING ASC�IR ON CONGReTE OR MY SHALL BE fPRESSUfty TREATED SPECIAL P1RDV16IO46, FOURTH! FLANS, FIFTH: STANDARD F"L.4NS, SIXTH: STANDARD DOUGLAS F!R ENVELOPE NCio ENVELOPESHALL MEET THE fEINERCsY EFFICIENCY RE1sc�UIRE!<MEt4Tl� SPfLCpF!GATIONS, SCVEM'H: RE?PER!°tf�ICED $PLCIi<IGATION'Irr. BUlLDI S OF C1-!AFTER II OF OREGON DWELLING SPECIALTY GOf?E FOR ONE APIA TWO .. - -- CHANGE ORDERS, SUPPLEMENTAL AdREEMEN1'S AND APPROVED REVISIONO TO plaI LED� � SHALL NOT M GUT FOR PIPES, ETC UNLESS SPECIFICALLY FAMILY DWELLINGS, LATEST EDITION. Date: 1-18-07 PLANS AND SPECIFICATIONS WILL TAKE PftCEE,iDFACE OVER DOC:UE"1ENTS LISTED ABOVE. DETAILED PLANS SHALL NAV! PRECEDENCE OVER GENERAL PLANS. IO.Gt'RL>bS 01RIDCsM3 SHALL BE PRiOvIDFD AS NOTED M DOCUMENTS AND AS PRESCRIPTIVE COMPLIANCE PATH NO. I WILL !'3E USED UNLESS NOTED Scale: 1/4"=l'-0" REEQIJlialEN: DY TRUSS AND ENGINEERED JOIST MANUFACTURERS., OTHERI.UISF.. Drawn by. JDA QQUPBTEt IL ALL PLYW= NAILS SMALL 15E Cl:X- "ION ONLY, ALL OTHER NAILS SHALL ISE WINDCAU CLASS: U•0.40 :'heckPd by. SET ---•-- -• COV'IMON OR GALVANIZED BOX. NAILING 614ALL 00 PER CHAPTER 23 OF THE EXTERIOR DOORS: U60.20 Job No.: Q6-0416 �_ INTERNa,TIONAL BUILDING CODE W/ OREGON APT1E 0MIENT9. 11JIA1-L INSULATION: R-21 1. ALL CAST - M PLACE C•ONC TE !►►1,gL„P Mfi'!ET OR C-ff4-14 Drc'ving No.: COVER SHEET EXCEED THEE MINIMUM REGLUIFQPI`*NTS 0,2T FORTH M THE 0. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES UNDERFLOOR INSULATW)N: R•25 AMMICAN SOCIETY OF TESTING AND FIEQUIRIEMENTS SET CONAOR LNG TO THE STANOAP.D GRADING RULES FCAR WI►26T COAST LUMBER FLAT CEILING: R-.38 F=ORTH IN T14E AMERICAN SOCIETY OF TF6TING AND MATERIALS. UNL066 Nt7TED OTHERWISE IN CONSTRUCTION DO0j'jL-MTS 2. MINIMUM CAIMPRESSIVE STREEWITH • 2l. DAY SHALL DE*: I%eJ ER!1, JOTS'TS, PLATES--- NO. ? V,4ULTfED CEILING, R-30 - • FOOTINGS, GRAVITY WALLS AND SLAT' p#I BEAMS AND STRINGERS------,----_-- �. 2 SKYLIGHT CLASS: use" ' F'IO6T6 AND TIMBERS --NO. 2 tKYLIGNT AREA: < 214 3. THE MAXIMUM SIZE ACiGpZ--GAT'E E1tiALL BE 3/4", 2 x 4 JOIST AND RAFTERS NO. 2 4. THE MAXIMA SLUMP SHALL BE 13" A i THE TIME OF v6LACEMIENT. 1>)TUDS, BLOr.71�MGi, STRIP'1"M3 BELOW GRADE WALLS: R-13 ----STUD GRADE. S. READY • MIX C- ---- SLAB FLOOR EDGE= R-I5 6. Pt0 PIPES OR DUCTS AIl11E TO 6E (r'LAClD M C.OP►'_4"TE SLA06 OR ALL LUMBER TO PJE CiRAC>R STAI`?Pl�D 03-DRY (SURFACE DRi') OMR VERIFIED FOWCED AIR DIJGT MSILATI4PN: R-6 `� WALLS LME66 6FMCfFICALLY DETAILED. TO HAVE M A OIGIU4�E CONTENT LESS T4-IAN OR EQUAL TO MM AT TIME CF C COVER �� 1, ANCHOR BOLro ' , DOWELS, INSERTS, ETC., SHALL BE MCURELY TIED G'� IGN TXUCT ' RFEFER TO CHAPTER 11 FOR FOOTNOTES AND ADDITIONAL INFORMATION M PLACE PNOR TO THE POLMNi3 OF ANY CONCTE OR GROUT ALL Lbf"IIEEIER TO BE HAVE A MOISTURE C.OMTzWT APPROPRIATE FOR Hf'?ALLATION OF FAMISH MATERIALS. ALL PENETRATIZOIWS IN BUILDWs ENVELOPE AFM TO BE SEALED AND WINDOWS AtlD DOORS SHEET CE 80 ARE TO BE CAULKED, GAWETED OR WEATIaERSTRIPPID. PROVIDE A CME-PERM VAPOR RETAPK)ER ON WARM SIDE (IN WINTER) OF ALL EXTERIOR WALLS, p� j FLOORS. "-.LSAND CExILINGS, AND A CsROUND C4VER IN CRAWL SPACE UIWEN APF`LICAOLE. (BUILDING PERMIT ERMIT RET c S LI b ... - '. ..._ ..,.,-.. ... :. -.. -, .-,. ,.. ;; ,: - -... .,_ _....._.-. _..._._.._._..... ..,.... n.-...a,.�..�.�..n.•..!#i.+rrwaw...wm.,..-..-...,--.-+ .nww... ... .._.-..____.._ .__.........-_..:.._.,....___ _ ,•.�lw„!Yn, ! ..: :.. ,.,... ., _ .,... .. -,� .;.. .. ._ ,-.,nn •_ •- .afR-+l.R7www.nrr.+..r .,._.+. ,- .._._..-.+..r.,.....,,,, ... ,r,WrarM•LaY1Vrl,-„LLaMtM'i ,a'�Jo,b:.:r,,.m..Ml:c•.ai'n!"+M./.M�'��W�MTe+.hsbf► :T: WTr91 t \1 9FPW '4 00 ! - i h. fp' '17 TAX Lot f rlayr{ W h t rtyF - r "hn .,............,.,.........<_...._...__ .......:.,,. .. ...,,...,.. -r..... _ . :.._.u.. 0-:...a,.r ...:..._s',., <....'«,+.:,...r,:.wr..ar.c .'..oc>rar raW,_. 's'..:' - d+l►6r-rY.w.+rlarn.0 - '+.3-wa..-......r....sr.drt•.."11 � tullt.uealsu.r......c.,.r._-_.-........ ._..... — Y_..«^_.,.... , ..rw.....,........,...-r.:___..........u.r. +Y...... .....s..w..-. .. .•rfulr.,J.........r.,...._...^.:............,...a.r.•,<.... -,.... .__aiWrrr+...rrs...-- ':;.au.. I \ ` I \ .70oAP4 AC \ STATE HiGt~"Y PI@OPERIY HWY. 2f1 FILTER FABRIC MATERIAL / '6 '• 9025 A Center St, - Tigord, Oregon 97 FILTER /-- '� • �TITI-INFO LOOPSraw..rr+ _.wr _rr.�rr.wr�....ww��rrwar.ww rwr_rr rr..�,rw�rr��rr 36" WIDE RoLI.S / --- -------- F:ABRic " " � -Ib'-C" .V- E66 EASEMENT p t ,Fr . OVER � x � POSTS , hone: 503 620-2 MATERIAL _ '— 1 _ Fax: 503 684- _(m) _ I MT I -(E)CURD - TYP. (1) RELOCATED bPACEB 1 \'• PR06 r PE GON !T- / Il Y +I':E IDE1Jc'.E 1 -(�=: LAND6CA ry E. TUF► I 01- WolfAREA TO REMAIPI JCR TPIiOJEt'T 61m� i `� p�IRES. 6' MAXIMUM °✓PACING (Ey PAIlKW,6 LOT TO 1 0.23 AC REMAIN 1\ _ FRONT VIEW 9iL7E VIEW 1 CEDAR FENCE TO REMAIN. /-•REMOVE 121 EXISTING 1 _ / PARKING SPACES AND +/ RELOCATE TO TH \ SEDIMENT FENCE DETAIL _20 j4h N.T.S. 5E TBA / WIFER SEE NOT BELOW. �� REQ 'E) `\ EROSION CONTROL BIO-FILTER 5468 ,j NEIL! EEL + l AROUND (E) CATCH 1 II� ST- - EXISTINCs BASIN 1 1i II j I i dI \ II (E) IC UMPSTER 1 l IIl ENCLOSI.lRE II CONT. RIDGE i i � (E) CATCH DAb;N- VENT --�_ i i 1 (E) 9 ARBORVITAE CELL TOWER T0,5E JE RELOCATED. II 1 N I I'E) OPAOUE -- i / / TAX LOT: 1IM I CSAR FENCE TO I �i REMAIN. + _ I li BUILDINCs,ADC�IT'ION II r- 3®'-m" x 32'-4" Ve 9F. ii RIDGE (E) RI EROSION CONTROL , —� + <`<� •flj �� 1 r I - SEDIMENT FENCE - SEE W 1 f 1 I, I II � II i DETAIL THIS SHEET - � I � � (E) LAWN I 1 NEW 4"0 RAIN DRAIN I I 1 1 I I i FROM DOWNSPOUTS TO 1 I (E) STORM DRAIN LINE. / NE' "STORMFILTER"-•�_ -------------- --------- ----- 1 ' VAULT. ;�-- 1 1 I r rrwr rwr .w w. wrr r>_rrriw w r wrow.rr w .w raw w rsww wrrw rrrrrr -rr .rrrrrr>•rrrrr wr r rr.a♦ _— rr Ioo 1 TTI i -1 N_ I I _ (F) BLOCK IM LL (E) CURB AIJD 81DEWALK NO `I SITE INFORMATION DEVELOPED FROM "ON ,:* EXISTING ROOF �N �Aj GONDITIIOONS. NOF:TH`PROI"ERTY LINE -- — _ ---- 1"-10, `� 0 LOCATION AND STREET R.O.W. OBTAINED PR0JEC1: : ® FROM DOCUMENTS PRODUCED FOR THE -- - - - `' RECENT HALF STREET IMPROVEMENTS. N.E.I. RECOMMENDS THAT THE EASTERN BUILDING ADDITION PROPERTY LINE BE VERIFIED PRIOR TO START OF CONSTRUCTION. FOR lE) LANDBGAPE/Bt1FfER - - -- - - - -- - - - - - - - - - - -- -- _ _ - -- _ - - - - - - _ _ __ _ _ _ _ DAMNS CATERING AREA TO Rt"MAM. 1 �� S.W. PFAFFLE STPEB�- 1 BUFFER COMBINATION AND 8530 S.W. PFAFFLE ST, 3"# KOUSA DOGWOOD- � TIGARD, OR 97223 (CORNUS KOU$A) LAND'.n-.API'JG CJ'TECsOR's" + 11D", OPTION 2 USED FOR ' PL N � Am AREA ADJACENT TO " l r PROPOSED ADDITION, -•- KININNIKINNICK Sl18MITTALS: IN 4" POTS AT �\ - RiMv2255 I /� 24 O.C. THROUGHOUT © � 4030 4(D30 NORTH Z lz L, (9) RELOCATED 1 a� � � ARBORVITAE I _ 223' BULDNO 'CODE DATA: 8ITE DATA: L� 1 . Ri-IODODENDRON + ® TYPE OF USE= COMMERCIAL KITCHEN o (5 GAL.) PROPOSED ADDITION E X ; STING P R O P O . E D x 26'-C"• 910.6 OF. OCCUPANCY GLA991FICATION: B _ - - 9171E AREA -- --- 10,0189 S.F. / .23 AC. (1CC%) 0ITE AREA —ICO!" OF. / 13 AG. (100%) (E) Ii' Hlc^W FENCE- + TYPE OF CUNSTRe''UCTION: V-B EIUILDING (FOOTPRIRIT) 1,291 OF. (I2.97t) BUILDING (FOOTPRINT)- 2,26-1 9F. (POO -RINT) (22A,�) Date: -18-07 EXISTMCI • 1?431 6F.(fOOTPRINT) "'"°.l,000 OF. ADDITION 4310 OF.(FOOTPRINT) 2" THICK-� � � � I ALLOWA'3L.E AREA:- $COIe: 1 =10 M THICKpOI1ND BUILDING (GROSS, SF) '866 fdp. BUILDING (GROSS SF)--2,856 S.F. Drown by; JDA COVER - - - -- I I OCCUPANCY SEPARATION—. —NOT REe- JIBED I 6Ail;'IENT.3'99 BF. DASEMENT■6!9 SF. 1 1 4030 4030 I i MEAT FLOOR-690 57. FIRST FLOOR-6430 6F Checked by PK + 221 _ ._-_ I / + OCCUPANT LC7AD: -- --a, SECOND FLOOR-SSS 9F. SECOND FLOOR-5" OF ADDITION-59IJ 6F Job No.: 06-0416 GRADE AREA SMOOTH-- ' .__---_-- ---__---_ ' 910 =F "00 - 4.m Drawing No.: 8P_R2_SITE ` AND RESEED AREA LANDSCAPING 3,6W SF. (3&A%) L.ANpSCAPING 2,720 OF, (21.il�) + DISTURBED BY ` CONSTRUCTION '� D8 P8 Ur 81JBMIT•TAL 811A MARY PAVEMF*IT- -- 5,031,6 S.F.(50.2%) (E)36W BF. - 4310 SF. ADDITIGrI . 2,170 !f. —M REMOVED 1110 SF. ADDITICH (43:1% REDUCTION; � ACTIVITIES � � - -� -- PA'dGING 1 9PAC,EB rrrrr �r .��rw.wrsrrr r'wr\ rr` 11=) 9T r T E� r 7 -- - - - - - CONTRAGT%jWS) TO COORDINATE W/ OWNER TH'E11R NEEDS AND REOJIREMENTS PRIOR TO PRICING, PRODUCIW1 DOCUMENTS_ I"AVEMENT -----�—5318 9P.(5C1�Ir.) ' NO C44ANME ELECTRICAL: PROVIDE AND SUBMIT ALL NECESSAR7r DOCUMENTS, LIGHTING ENERI sY FOF3''19iCALCULATIONS, ETC, FOR OBTAINING A PEW11T FROM THE PARKING --- 1 SPACES W -- PLAN GOVERNIhk3 AUTHOR TY. NO CNANM PROVIDE AND SUBMITALL NECESSARY DOCUMENT'S REQUIRED FOR ROOF PLAN LA�►'��CAP� PLAN OBTAINING :A PR:RMiT FROM THE GOVERNING AUTHORITY. _ - HVAC: PROVIDE AND SUBMIT ALL NECESSARY DOCUMENTS REQUIRED FOR SHEET c' OBTAINING A F'!Lr-RMIT FROM THE GOVERNING AUTHORITY. WYAG LAN®S�CAPE PLAN CONTRACTOR TO SU15MIT WEIGHT AND LOCATION OF UNITS TO N.E.I. TO C�ETERMINE ADEQUACY OF PROPOSED FRAMING SYSTEMS. "Mf--.r!Nt•J-4r' sr�. .....Jra.a.. .....,.r.._ -._..._.......... ,..✓r"f'( �<rNl-I!.+tdA'•M nMrY1NMn+ir.r. +lH+.' ,... x y , l q 7171 I a - •"•• .: .D: `•,` �z � ;ilk c.t�!!t"yLc ^�r r "Y'itk+rNy�S :'s'�• ;r,',r. r; f ..P I' i .ui..� ...,r r{ .Y 1.�r 1 41,.G•.�{ SSC p �{y .iIr /yA• j' Ar L.. ki.^ • ; r x P' a f a. f • I „ � JlS"ktl_eY.+:uYi1A.--LwYWt� ,..—w..-I.IYYIYIII` •_._ iL"aN"11r11,"lOw•.w-`ur.....,. «......,.. _._ .....n,W,a+ °.. tlll .._ .. - ... �., JIM 01 6 2 x 4 WALL I ��66 PULL DIOLIN STAIRS. II 4, 2 x 4 I VER!'hY LOCATION till JU�ER NOLGOWJB-TYP. 6 x a 6 x B x POiN[aA710NM'JM � � ; - � _.—.. _ � --------------- -- ---- --------�-----•------ ----___-- - --- -- ,;,._- -- --- - 9025 ;W. - INS Center St. Tigard, Oregon 9 7223 ___._.. -- 0 PROVIDE (2) 04 BARS FROM —�� ' Phone: 503) 620-2086 CONCI�TE bTRE�IGTH: 3(4, Ip91 W/ 5" SLUMP I;� i ; t TNICKENET� SLATS EDGE �' Fax: �`�`3� 684-3636 ` ; I 'b FOOTIW3 INTO CONC. STEMWALL, IREINF�7RGItdGG: GRAIN `� , I lSal 81M. MIN. 18" EPIBED• MTO ST - ANCHOR BOLTS: 1,7"# x 12" LONG • 4'-0" O.C. AND 1'-0" FROM C:C7IRNE R9 AND � 1 END OF SILL 1!'S. � t NE.I. RE4.UE5T THAT A WPI ESENT/.T',VE FROM THIS OFFICE OBSERVE THE BOTTOM OF TWE EXCAVATICN. I SEE SHEET L2 FOR 604E.AR WALL HOLDOUN SCHEDULE FOR WOLDOUAV ANCHOR ' i ' � i F BOL r IREQUIRVIENT6. SEE SWEET L1 F-OR SHEAR WALL SCHEDULE AND NOTES OREGON k, 1 F. TURK I ; ' 4 I EXPIRES I �y►!/ , 0 Y� , FRALAM W/1� 1 � (E) CHIMNEY - � ' � -• rf i ' j FRN"►INC•: 2 x • '4,4" O G. FOR EXTERIOR WALLS. x v j , FD — ATTIC FLOOR SHEATHING= 3/4" T 4 G (APA 24/0) W/ ICd • 8" E.N. AND 12" O.C. FN. I WALL 9HEATHINGs 1/2 COX W/ L'd • 6`' OG. EN. AND 8d • 12" O.C. FN. RROOF SWEATHINGr I/2 %:DX UV Od • 6" O•C. EN. AND 8d • 12" OT. FN TWIG-10EN)ED FOOTING -- ALOIvr3 (E) WALL ' SEE S+-IFFY LI FOR 9PECIFIt,. SHEAR WALL NAILING REGIUIIM1-1E11T8, SCHEDULE ARID NOTES I i � I I 1 4" CONCRETEAB W/ 03 BARS • 24" OAC. EA` Y OVER 6" COMPACTE 3/4" MINUS, 2" SAND VAPOR BARRIER PROVIbE (2) •4 BARS FROM THICKENED SLAB EDGE FOOTING INTO CONC. 97EMWALL. GENERA NOWO A ' , ' � MIN. 1$:' EMBED. INTO EA. REFER TO SWEET LI FOR TYPICAL LINEAR WALL DETAILS AND l.2 FOR TYPICAL SWEAR WALL WOLDOWN DETAILS. n + I , 1 1,-/11 1 , � I 2. ALL SWEAR W,GLLS SHALL NAVE SPEC!FIED SNEATWING AND NAILINc's APPLIED TO ONE , I I 1 6 SIDE OF WALL LNLESS NOTED OTWFRWISE, n I110111111111 1 ' ' I ' - - --- ------ I 9. ALL 9+-BEAR WALLSREQUIpRE POSTS OR 015L STUDS ANC !�+OLOOWNS • EACH END UNLESS � `�' _ `T --- , 4 NOTED OTWERWIBC. 6 x 8 � 6 x 8 ----•----•----- - -------- --- -'---------- --� -___ -- ------ - --------- 4. ALL EXTERIOR SHEAR WALLS MUST EXTEND TO UNDERSIDE OF ROOF SHEATHING. -- APPFOX. HVAC LOCATION, NOTIFY ENGINEER 1F UNIT g 5. ALL INTERIOR SHEAR WALLS MUST EXTEND TO UNDERSIDE OF ROOF SHEATHING OR LOCATICtA, SIZE OR WEIGHT 30'-0" 5.1 SIM. ATTACHED TO THE BOTTOM OF A SHEAR WALL TRUSS. PREFERENCE TYPICAL DETAILS ON LI DIFFERS FROM SWOUrN 6. INTERRUPTIONS ARE NOT PEW11TTED IN SWEAR WA,LL9 F�OUN�ATIC�N FLAN 1. REF. DETAIL L2 FOR EPDXIED ANCHORCEILING FRAMING PLAN BOLTS. � 1/4° . r•¢�" S. SWEAR WALLS MST BE CONTINUOUS FROM ROOF TO TOP OF FOOTIW-a. _ NOTESNEW I EXISTING 1.) ALL 9O .,J SAWN BEAMS TO BE DF-L +10. 2 OR BETTER U.N.O. 12•) 4LL POST / COLUMNS TO BE --- DF-L NO, 2 OR BETTER UNTO. 3-) SEE WOLDOWN SCHEDULE SHEM wAI1 ( F' -011 'm11 _ /� (SWEET L2) FOR POST AT ENDS /E\ &U-2 SW-2 / F OF SHEAR WALT S TWAT i"A r NOT ' r----------------------------------_ _ _ -- ------ ------- ------- '; _ _ ____ 8 ! i eE SWcxuN ON PLAN. DESIGNATES 9NEATNiNG- ' ' r- - ---------- --rl---------------- ---- -------------------- ------------------•--+ - - —� I -- ' --MR0 --- • - -� _ .__ 8 - - i 4.; 5EE I-IOLDOWN SCHEDULE SHEAR WALL, 1 I -„ -� (SWEET L.2) FOR REQIlIR�; D ON BOTH SIDE OF 1 , , , �30 4030 _ _ _ ►-fOLDOW�Is WHEN ' I I I 1 I i 1 WOLDCWN ANCWOR9. SHEAR WALL , , i REQUIRED DESIGI-IATES SWEA.THINCs ON BOTH w�, '�-SIDE OF SI-+EAR WALL 1 r�� (E) SHED '� I ^_ DESIGNATES SIDE TO -1 31' Qq �' 1 '' PROJECT: BE SHEATHED BUILDING A®C�ITICaN —0 9HtAR WALL NUMBER , ' 9WR'AR WALL DESIGNATION 1 , ! ' ' I 1 , ' (REF. CALCULATIONS - '��(SEE !WEAR WALL 1 I I I I I 1 ' J I ONLY) C FOR SCHEDULE, SHEET L1) + � I I , , ' r 2_ I ' I DA TONi S CATERING NEW FIREPI•ACE INSERT I „w �-�- REF: CITY OF TIGARD \ 3530 S.W. PF AFFLE ST, �,• 9+-IE'AR WALL NOLDOU,N DESK�NATION MECHANICAL PERMIT • I � (SEE HOEDOWN SCHEDULE, N�IEET L2)) MECWANICA0�388 I TICaRD, OR 97221 REMOVE (E) CHIMNEY — I --------- BE AR WALL. CAU_-0UT ; ; $ i �' (E) ROOF--- I PROPOSED ADDITION ABOVE. BRICK AF%:OUI I SUBMITTALS: y I 3+a'-m" x 32'-4"• 910 SF, FIREPLACE TO REMAIN. 4` ti I I I nl 7-9-07 I I ' 1 1 a �9 I i � i -• � - 1 A.LGN (_E) RIDGE x S RIDGE BOARD. � ■ p I I REC '01' Jc 2L N cV (E) RIDGELI .'� 10 2007 CITY Ul' I ik)A`2.1) —2 x 6 • 24" O.G. ( OPENING IN NEW WALL TO - �' _13r1.1� �I1yG �V1�1O� OVER FRAMING I MATCH (E) WINDOW OPENING��` 1� � • `., .1.. . mss. 1.1. a..>• . ,. I _ IS � I --� Date: 1-18-07 Scale: 1/4"=1 1-0" I t " ' u"awn by. JDA I Checked by. SET --------------- I Job No.: 06-0416 D� ng _ _ " I Sircwi No BP—R2-SEC SEC 7 t I I L ----------------L'-----_ - -- ------- --------------------IJ----------------JI I 403C 4030 --- 1 �1 g •--------------------------------------------------- LO MANS------------------- ---•„__- ------� — I — __ _ _ ._ _. __ _. — _ —� RC*F MAMING PLAN SHEET � 1/4'1 • 11.Or rr.wl. 114” r I'-0 11 2el , tale,10 AaPi WL w "rB 1 } r n ' r . I � . , T h r J • , , 4 / 1 r r n - ' 1 , 1i1 1 r • , ti ♦ , i ♦ i. t .�• � � it � W. Thu t +d'1 ..�f Iowl• • 17 I Ll Wil a� 2 cop `h72 PE Ilk V • • ) .� , r ap i h , C' r •R , 1• .4 .d.,•, I _ . I I • t • I I r 1 ♦ ��'�"� .. . •c-lir . �• �' � � ♦�♦ ♦ 'i����` ��►'� ilii « ♦ +♦♦ ►I�`���� •� lit' j PROJECT: n . , • 8530 SA PFAFFLE ST. OR 97223 •r —18-07 Date: 1 ti r. • i • 1 tt i Drawn by. JDA d by. SET Job No.: 06-0416 1 , , • r' . � •�' tW ° r r t• it r r :.r , .. �Y�'i :')B.'': 1 a'; •- SYs' §l+�" - f 1,40 7 i :) y • ,. 111 r 1p • t , �./.._� p,, r ' t •' S d - . • , ky f , ... .. . . _. -. ':, .... t.. �T , Y r- r � - M 1 _ • •, • r r r...r , ,' y n - Y t: ' I ego gill 1116 ,. ., � _ .. ...�_....Y„ ..�. .._�..._ _ ,.+.-. .... _.,. �.—.•�. �i7wa.c.......„......._ ..-_-,..,..r.......a- :w:oclYrrY�' +.. _ —"tAwcx+..w:i�atlurata..-.r.w.:........:.-._........ .. ....,. -�,,..-.....,.,....,.......w,......a.r..,.nw'.,.ra.u�r.e..._..tr..,s............_.._.�..__-_...,...--�.= :.ua�w�MWJrr,_L....�a.aru.......,-.. A(�11'♦f�YirO�Y r i t 4 9025 S.W. Center St. - Tigard, Oregon 97223 RCXJF RAFTERS/SHEATHING Phone: (503 62(-2086 ZW/ R-19 BATTS Fax: (503) 684. 3636 / ; �PRpF�• q 7�1 PE i—' � • R-Ig BATTS - TYP.--,,, x 6 o 24" OC. 112” OUTLINE C* (E)-- gTTgG bPAGE EXTERIOR 6REATHING W/ `W IDUILDING MYOND. BOARD AND BATTS 61 FLOOR SHTG,•--., E�IREB: 0 GYPSUM W. ----- (GREEN WARV1. CEILWN JOIST--y W/ R-38 BATTS �Q ip GYF'Sl.�'1 l50AR"� ,--2 x 6 v74" O.C. 1/I" ,r EXTERIOR BREATHING AND WaREEN 50AR05. �� 61DNG TO MATO 4 (E) I 2� CONCRETE SLAB R45 BYF' ATTS - T . -- ----__.....---.._...._..__.. ._.�r_..___ ----- ------------------------------------------------------------------ \�12" ---------- MIN. COVERAGE ! r r I CONT. FOOTING 4.1 1/4" „ I'-O,t STRUCTURALLY TWE UNDER SIVE OF ROCf- RAFTE'2S AND GAMED END WALL. OF 4TTIC ARE NOT REQUIRED TO HAVE GYPSUM BOARD INSTALLED. CONTRACTOR TO V-ERIFY 6`,'PSUM BOARD OPTION W/ 0104E1V'_ &.IG44TING TO BE SURFACE MOUNTED. IF RECESSED L!,144TS ARE USED TREY ARE TO BE IC 14ATED. �•_ NEW _ EJc18 i ING _ i CONT. R1DLE VENT—\ Im 1 2x10 5.1 RIDGE DA (E) ROOF I� " � �! DOARL S•j� � Y ROOF RAFTERS/5HEATHIW-3 IUB / R-19 ATTS - PROJECT:-- -- -- ___. BUILDING ADDITION FLOOR i.♦ TG. �� I I� I 4 FOR CEILING JOIFsT I � I �1DALTONS CATERING RI W/ -3e BATTS --I I I ------ _.. - ------ ��.. _ tt��� _•____ -.��+ ► 8530 S.W. PFAF-FLE ST: TIGARD, OR 972230RAFTER "TAILS" AND FASCIA- 2 x 4 s 24' OZ. 2 x 4 * 24" O.G. 2 x 16 24•' OrC. W/ ( SUBMITTALS: TO M,4704 (E) W/ 1/2" GT F"UM W/ I/2" GYFgWM R-115BATTS Q S"EAT!41NG SF4Eoi6,THING 2 x 6 * 24" O.G. EXTERIOR SREATHIWa AND SIDING TO MATCH (E) 4" SLOPED f3:,AD 1 j 1 117! '--FLOOR DIGIN I. w. " REFER TO PLLr Blurs Scale: 1/4„=1�-0” PERMIT DOCl7"ENT6. Drawn by. JDA Checked by. SET Job No.: 06--0416 2 SECm"110N ' i"-awing No.: BP-R2-SEC OF 4.1 I/41' . -Z" STRUCTURALLY TWE UNDER SIDE OF ROOF RAFTERsa ANG GAOLED END WALL OF ATTIC ARL NOT RE'IAU►RED TO NAVE G I PSUM SOARD WALLED. CONTRACTOR TO VERIFY GYPSUM DOARD OPTION W/ a4mR. LIGHTING TO BE SURFACE MOUNTED.. IF SECT110M RECEsbED LIGHTS ARE U6ED THEY ARE TO IC +p-ATEA. SHEE f > , 441 t �"�. •n�'� •n�1�w�Ytllw.�ttwrwrotr�te� ,. �.. Trw g, 'IF r I � j rl r • 4 [LI7!- I • ,.i^F ±!iT ( `{C I l �.:.'�t j. w,• * t 'T m. , a 7 .-.,, �,..1 . d rV it .,. .. i �.h. •. -.w _T. ... 1 �.. .�{., rpt n 'f & r 4 t • r i • 'I ill a.::-..,,;.....n t•w..i....iil hli '.n..i :. '• r c _ _ ..:•..4i�Y ... .._,.-.:di!.Sli[ ,p►f. fr!st, ia. -.,W�Y4 J.'.i ♦,.. , 1 — :'•..- • reMAf.Y4ar...•Y•'pYf1.111f.IJh►I1p1YYi.<4.t•..wW_.+•ws..rw 'IWsIW� I '.•-• ......-.. .,iYYdr..Nti,N1tlu,M"f " •iilil({t.�iYlYlWwe l.� ��..:....,r a...::.._. , . :;_1lLtlL.au..LL,..... - 2 x ID SIL-l. IE 5ELOW RAFTER A k)VE ` sir 2 x BLOCKING(2) IDd NAIL6 FROM EA e " 1• AIR SPACE FOR OUTRICrCsER INTO TOP -'� • 6 OAC. ROOF $+4EATHINCs -----.-_ VENTILATION -TTP. TSP r�AN[aE OF TJI c PLA►TiL �� $IL T NAILS FROM x ID CELpJ (� I/2 ) 9625 St Centmr St. - Tkpd, Oregon g7 611"IPbON G$2D COIL !!TR 4P BOTH SIDES 2 �c 4 FLAT OUTRI(aGiER • 48" Sill. d I NAILS TJI -�— „ x 24" LONG E ll) Imd N:.IL>'J �OZ. EXTENDED TO FASCIA \ BELOW EA. ENG AT EA. RiAF'T'Ela ---� ��- FASCIA TO THRIJ TOP PLATE E AN �-A •° I /-CONT. RIDGvE VENT MATGM (E) \ Phcxle: 503 620-2 \ /i Fax: 503; 6$4 0 �"� /� 2x RAFTER TAILS TO ROOF $HEATHNG - --- - --- \ \ REf: DETAIL I/'31 l\ MATCH (E) - CONTRACTOR VERIFY ROOF RAFTER � SIMPSON C-620 COIL \� PR STRAP (4) 10d NAIL$ -; � OAFd' EA. EVD INTO TOP OF ;-' \ --------------------- __-- ATTIC FLOOR SHEATHING. i RAFTER AND RIM RAFTER 9 --------- ----------- - --- -- BOARD (0 A• I A A PE � I RAFTER) 2 x ID CONT. SILL - NAIL TO TOP - _'_--_- _ I ; OF TJI PER DETAIL ABOVE WALL 6WEAT14NG RAFTERS ��"- (E) STUD WALL _--- �_.___� y'�r., 15•�°P E. `\ OPTIONAL 0'rim. BD. (2) led TOE NAIL FROM ---� 166 • EA. TJI - ---- ----_.. ATTIC FLOOR SWEA rHiws �� \ STUD WALL ' i EA. YJI TO RIM BOARD i4 � "`�4" MIN. � �' I / EVERY OTHER Jp � 0 6" D.G. RAFTER SIMPSON L50 AT EA. ; TJI JOISTS BASE OF RICXaE BOARD RAFTER , �TJI JUiSTS�� � o I I/2" x 16" TIMl RS --- IMPSON A34 0 24" OG. I6d o EA. TJ' - --- LSI. RIM BOARD ` � ` �'- 1 I,2" x 16" TIMBER9TRAND I _ 1 -- --- ------- --- ._. . - -- -' `' L$L NIM 50ARD t NAILS PER SHEAR WALL --- - --- - ---------- $CNED l8d s b" O-C. MIN. — SHEA HINC• MR SHEAR � _ ' -------=- WALL °�GNeC�. _ ISL TOP PLATE WALL SHEATHING -- �--DIBL. TOP PLATE GYP. BOARD GYP." SHEATHING 10 RIDGE DETAIL �► GABLED END DETAIL – -__ 4 NEW / (E) CONN. TYf'NCAL EAVE 5.1 I "•I'-D" 5"1 1 DETAIL. 1112"•I'-m" 5,1 1112"•I'_m" 5"1 1112"•I'-D"• (2) ROWS 6d 0 b" OG. - -RAFTER - SEE SECTIONS / • STAGGERED OR FRAMING PLANS ROOF SHEATHING SIMPSON A34 AT EA. �/' 1/2"♦ LAG BOLT • 46" O.C.- -(E) GON$TRUC,TION - 2 x 6 • 24" O.G. Z. .RAFTER � [� OPTIONAL GYF3. ME). ROOF 3HEATHI ATTIC FLOOR SWEATI-I:IJC• `�� RAFTER NO'i CHED AT WALL A9 SWOILN SIMPSON H2.3 A EA. - 2 x 6 RIDGE BOARD RAFTER F�4� DETi41. I I/1" x ib" TI"1I9ERSTRAND /� 08L. TOP PLATE L6L RIM BOARD ROOF SHEATHING 08L. x 4 0 24" O•C. 2 x OVER FRAMING MEMBERS � -- 112 GYPSUM Bt�ARr) If 96d 0 b" O.G. - TTP. --�, SIMPSON A34 o EA, RAFTER I ,— (2) 16d • EA. TX ZTJI 2 x @ R w, (2) I6d 0 EA.RAFTER/T"S BELOWATTIC FLOOR SHEATHINGNAILS PER SHEAR WALL - LOOR JOISTSSGHEO (!fid o 6" O C. MIN) �� 41 PLATE DDL. TOTOP FLANGE OF TJI i S' 4`�--- - -' - WALL SHEATHING 9 (iAFTi DEi'A►L PROJECT: -- tl �jnRLOOR DETAIL NEW BLAMING , $ �F OVERFRAMING ArnC vrALL DETA (E) -- 5.1 11,2"., -D� 5 IL _ NEW / RSR CONN. oA 5.1 I I/2 -�'� 5.1 DALTONS CATERING 9530 S.W. PFAF'FLE ST, GYP. 9H TG.---_ TIGARD, OR 97223 ANCHOR BOLTS PER . -(E) STUD WALL 2 x STUD$ - r'•OLNDATION NOTES OR SHEAR IUALL SHTG.- _ SHEAR WALL SGHED, SUBMITTALS: 2 x b A+ 24" O.G. ----� 2 x b P-T. SILL IE W1 WALL STUD. 0 $ILL INSULATION - TYP. ANCHOR BOLTS PER WALL $HEAT411NG FOLNDATION r!JTE6 OR lEI FLOOR JOIisT ^ -CONCRETE 6LA5 SHEAR tLV.I-, SCHEO. `.J 2 x b P.T. 5ILL . -- (2) '4 BARS - Cc�NT. COMPAr1 ER — D FILL - TTP. 04 DAM • 32" ,'?:G. INSTALL IN (E) Date: 1-1$-07 rs" CONCRETE USING: SIMPSON SET/ET '•FOXY I Scale: 1 1/2"=1'-0" M.N. OR EQUAL. SPECIAL INSPECTION NOT FtEO'D, I Drawn by JDA _ .----'4 BARS VERT. 0 48° OG, ' Checked by. SET • -----'4 BAR CONT. • TOP 1 1 • " 4 Job No.: 06-0416 • — BOTTOM� A E d'�'L MIN. (E) CONCW:TE CrowingNo.: BP_..R2-DTL --- --- -- r - FOUNDATIC'N ( SIM.) DUALS `-d2) 04 BARB - CONT. TYPICAL FOOSHEET 9 TING � — a•1 11�"•I'-m• 5.1 . r3`� AL THICKENED �B. . _..__...�._.� 5 -al 1 I'm 5.1 1 112°•I'-m" 1 �y ' ..�• ..r.--+rwr.ww.r...+nrs.-...,_ nllklkll��' .�« i 7v?TTr_f _. RIM h L T r•1Q yR7' ff n ., . ... _. 1 't `` '; ` wn....s......�.-,..__ ., -.-..,..,.-_,.....,.u,..._....._...._-.......,w.. _....:..-...s_..w.,nx..,........, .�w.,aYNi�ilr6�iYF$� .............,...— - - - -.. - _-- aM1YL�11.tic�Yry.rw.......ww,liHiylY"'- `•-y`'.," +W.uw "—viii+Ywsaa6,vau@i+:,►rat_-,--� 4utlSt'•''"�'• "'ir sb�GP y,�,_ M.- - _ .:it,-lvrb:IdAiir6.1•,ei••Wwahw.. , . Y... :t.y=.,�,t. -I®OOF SWLATHINCs A35 + 16" CZ.--' ROOF DIAPHRA,CoM NAILING ROOF DIAPHRAGM ROOF RAFTERS / EDGE NAILING (ENJ MR NAILING TIi1USSE8 PER DESIGNER ROOF ShEAT'NING SCHEDULE ROOF gWEATWING PLANSS -SHEAR WALL SHEATH!ISG �,.- l FIELD NAILING (FN.) --Roc�F DIAPH>RACaM NA1LINCs - - � � - � PER SCHEDULE 9025 S►'' Center Si. - Tigard, Oregon 9722 GADL.EP END TPd*6 tU/ 3 ______------ -�-�"Z x lll.C�c�iCING W/ ,/ VERT. P"cr"IHERB AT 74" O.C. TRUSS>al� + --/ SCREENED VENT. " ' --SHEAR LLtALL TftJ86 Phone: 503 620-?(j ��, - ---- ----- - 24 O.C. r- W/ 2 x 4 + 24" O.C. Fax: 503) 684-36, SHEARWAEI. SCHEDl1LE \, \. ��- FIELD NAILING (FN.) PER VERTICALLY.� �� \, SCHEDULE " WD • EA. TRt1saT! / �, A3B + li D _ RAFTER � �� y __--EXTEND SWEAR WALL SEISMIC HAND FASTENEiAS/SPAC:yG SILL CONNECTIONS SHEATWINS TO ROOF PR CAP. (PLF) CAP. (PLF) SHEATHING NAILS E.N� F.N. WOOD FLOOR A.9.'s / 5WEATHW4, ENTIRE RFs EDGE NAILING (EN) PER LENGTH OF SWEAR A 75 75 1/2"NB GYP. BI) 5d " " " A35 + 16" O-C� EDCsE NAILING (EN.) PER i WALL TRUSS. UNBt_CGKEG COOLER 7 1 16d O 12" 1/'2 x12 O 6 SCHEDULE TRJ55E5 SCHEDULE. ti%-.*PE 41/��� \\-FIELD NAILING (FN.) PER + 74 ` r,. EDGE NAILING (EN.) PER OF�ON 4 125 125 1%2" GYP. BL Sd 4" 4" 16d O 9" � 1 2"x12" O 5'-0" � ��� SCHEDULE - .— _- ! SCHEDULE S OF s P A + ,y �� ,� r r '•.•�% UNBLOCKED COOLEr DOUBLE TOP TI= `�I-Y- BOTH SIC�i�9 OF "TOP AND 1 is 1� I � SWrAP2 WALL SNEATNII�s `•EDGE NAILING (E.N-) PER BOTTOM TRUSS CHORDS 4C 145 145 5/9" GYP. BD 8d 4" 4" 16d O '7" 1/2%12" O 4'-0" - UNBLOCKED COOLER SCHEDULE F' �p ---- EDGE NAILING (EN-) PER - 260 365 15/32" CDX 8d 6' 12" 16d O 5" 1 2"x12" O 24" SCHEDULE PLYWOOD / 1 TYPICAL SMEAR WALL TO ROOF DIS_ PHRAGNI DETAILS /E`=�a 380 530 15/3?." CDX 8d 4" 12" (2) 16d O 6" 1/2402" O 16" L1 �+•.� PLYWOOD FRAMING ABOVE DIAPHR I FRAMING ABOVE -DlAla14 NA INC � SEE SILL PLATE NOTES BELOW FOR It SIZE REQUIREMENNT5 SHEAR WALL SWEAR WALL SEE SHEAR WALL NOTE 12 BELOJJ FOR STUD S:ZE REQUIREMENNTS AT PANEL EDGES. SHEATHING BUTT JOINT-\ - EOG ING (EN.) PER A35 + 16" O.C. -- CHED E / SNE 1T SHE SITAR WALL V LENCrTN I D NAILING (FN.) PER / GREATER THAN 48" HEDULE -` - - -- - SHEAR WALL NOTES: 1. ALL TYPICAL SHEAR WALLS SHALL 5E CONSTRXT'ED AS NOTED ON THIS SWEET UNLESS HCLDOT DOUBLE TOP EDGE NAILING (EN.) PER DOUBLE 'fOF 1e NOTED OTHER'111SE. REFER TO SHEET L3 FOR �.Lh �!v'FORJ'1A.lON. 2. ALL 3TUD3 TO ISE SPACED AT 16" U.C. SCHEDULE X\ EDGE NAILING (EN.) PER 3. ALL SHEAR WALL PANEL EDGES ARE 70 BE BLOCKED, MINIMUM 3 x ME"' SCHEDULE TYPICAL 04CWOR SHEATHIWG BUTT INT FIELD NAILING (FN.) F•IER 4 TWI.6 9 N ADDITION TOTS ARE ANCHOR BOLTREjQEQUII�MEN STNOTEDIN�GAOR ED�ULETNOTE.�BOVE ELS WITHIN SHEAR WAL L PLAN Vm 0 SCHEDULE -FIELD NAILING (FN) PER � SCHEDULE 5• h6d NAILS SHALL ESE 51NKER TYPE OR STRONGEREXTEND SWEAR WALL EXTEND SHEAR WALL 6. 5NEATWING ON SWEAR WALLS MUST EXTEND DOWN TO SOLE AND MUD SILL let AND - SHEATHING TO UNDERSIDE L °SWEATHING TO UNDERSIDE f)I4ALL NOT DE NTERRUPTED BY ANY WAIL BUTTING INTO THE SHEAR WALL. OF SHEATHING OF -SHEATHING �• SHEAR WALLS W/ SWEATrIING ON EACH SIDE SHALL OFFSET SHEATHING EDGE JOINTS ON ONE SIDE OF THE SHEAR WALL FROM THOSE ON THE OTHER 8. CONTRACTOR SHALL VERlFI' THAT AEI. CONNECTORS AND FASTENERS AT PRESSURE 5 SHEAR WALLS SHEAR WALL TO R® TREATED (P.T,) MEMBcR5 HAVE APPROPRIATE CORROSIVE PROTECTION NE. SIMP50N O / FLOOR DIAPHRAGM STAINLES6 STEEL, ZMAX, HOT DIPPED GALVANIZED). L1 WHEN LENGTH QREATEA THAI aSm "` •'-O L1 ,,,•.�•.�. g• ALL SHEAR WALLS SHALL BE SHEATHED W/ PLYWOOD, THE CONTRACTOR, W/ APPROVAL AM $�$� CAPACITY (TREATER r OF OWNER , AT THEIR DISCRETION MAY USE Ob B. SHEATHING ,"T SWEAR WALLS. N.E.I. DOES NOT RECOMMEND THE USE OF 0.3.8. SWEATWING AT SHEAR WALL LOCATIONS. THAN 3W PLF r 0 10.SWEAR WALLS W1 OVERDRIVEN NAILS PENETRATING THE SURFACE BY MORE THAN 1/8" WILL BE REQUIRED TO BE BEWAILED, LD WALL �R4MING FIE (FX) PER WALL FRAI" IG FI ELD NA FX) PERII. ALL OTHER FRAMING MEM15ERS SHALL BE FASTENED PERCURRENT Cr. 9GWE E SCNEDULDE WHEN E;.,cAR WALLS STACK ' REQUIREMENTS. REFER TO DE31GN GOCUMENT5 FOR FURTHER / ADDITIONAL INFORMATION, f AND DO NOT ALIGN, UPPER DIAPHRAGM EDGE SILL IR -�� 5 NECTION PER 12. WHEN SFaEAR WALL SEISMIC CAPACITY NOTED IN SHEAR WALL +,`SCHEDULE ABOVE IS SHEAR WALL POST AND " ,�• ~W-X/ NAILING � GG'�MECTION PER ? HOLDOWNS TO CONTINUE TO i i / ULE GREATER 1WAN 350 PLF AND SHEAR WALL LENGTH IS GRATER WAN 48", PROVIDE 3 x � i n t� MEM15EA' IN WALL AT PLYWOOD EDGES. SEE DETAIL 5iL2. FOUNDATION '435 1611 OC 1,rEDGE NAILING (EN.) PER DIAPHRAGM DCBE NAILING (EA.) PER ANCF�OR &X.T NOTES: SC4EDULE NAILING NEDULE , ,�-I!�" GAP GENERAL i TYPICAL ANC BOLTS REQUIRED THRO(GHOUT% 1/2"t x 12" LONG + 46" O.G. r i n A38 + I6" O.C.-._HESE 5C)LTS ARE NOT REQUIRED AT SHEAR WALLS. REFER TO SHEAR WALL SCHEDULE " f FOR ANCNO;? BOLT REQUIREMENTS AT SHEAR WALLS. POST ,SND WOLDOWN-� \ �� � .94 PER Sc:HEDULEB }.; SW-Y " -----EDGE NAILING CEN.) PER PROJECT: ALL SHEAR WALL ANC'-IOR BOLTS REQUIRE 2" x 2" x 3/16" WASHERS AT' SILL le'S. � SCHEDULE - ii FOUND,i•TION SYSTEM i i i FLOOR SYSTEM BLOCIaTJG SILL CONNECTION PER FLOOR SYSTEM FIELD NAILING (FN.) PER BMDING ADDITION i , , , , SCHEDULE I FOR SCHEDULE ....� PLATE-h10'�E�: — _ _ � � � ` D15L. TOn M- DBL. TO ©A,LTON'S CATERI EDGE NAILING (EN.) PER �' ALL BILL le'S TO ►fF. 3 x MEMBERS EXCEPT T'-OR SHElaR WALL "A","E�". "G" AND "D", OTHER � .,- SILL R'S MAY BE 2 x MEMBER. IF ONE-WALF THE REQUIRED ANCHOR BOLT SPACING 13 �� SCWEDLjLtr USED, EXCEPT FOR SWEAR WALLS "L" AND "M" MUST HAVE 3 x SILLS. 6530 S.W. F'FAFFLE ST. ........... -FIELD NAILING (FN.) PER TIGARD, OR 97223 1 %, �_._... .�.____ - --- ALL SILL E'S TO BE PRESSURE TREATED. SCHEDULE G� SUBMITTALS: • . FLOOR MD R" DIMMAW NOTE& -- _ 6 SITAR WALL DIAGRAMS SHEAR WALL TO FLOOR DIAPHRAGM � --� o FLOOD L� sis•.r_m^ • � �'�.f'�A RATED 3/4" TSG PLYWOOD SHEATHING. CONTRACTOR TO SELECT APPROPRIATE RATING (EXTERIOR OR EXPOSURE I) DEPENDING ON WEATHER EXFVSURE. /-R T". 6ks, � , I a • 81-IEATWING SHALL DE GLUED AND NAILED W/ I@d RING SHANK NAILS AT 6" O.G. AT \ /' �-� � TT TIQU.°�.°r WALL FRAMING -FIELD NAILIW4 (FN.) PER WALL FRAMING FIELD NAILIN3 (FN.) PER EDGES AND 13" O.G. IN FIELD. \ �� MST 6 STRAP TO BOTTOM SCHEDULE Bt:NEDULE ROOF. �� CHORD OF AIe3BUTTNG APA RATED 1/1" MIN. PLYWOOD SHEATWING. CONTRACTOR TO SELECT APPROPRIATE 5 AND TOP Ie'S / DIAPI-IRAGM --� _ RATING, (EXTERIOR OR EXPOSURE U DEPENDING ON WEATHER EXPOSURE. I- NAILING `'JILL GONNEC"ION PER SHEATHING SHALL BE NAILED W/ bd NAILS AT 6" Cr_ AT EDGES AND 17" /�SHEATHING PER SCHEDULE SCHEDULE D,G. IN FIELD. -- �-�--� ---_---�� - MSTA36 AT BOTTOM CHORD41 DIAPHRAGM- BOTTOM TRUSS NAILING BILL FLOOR e44EATHING EDGE NAIL.ING (E.N.) PER Date: 1-18-07 BT DlSL. TOP R'S � DGOh9NEGTIQN PER SCHEDULE kale: 1�4"=1�-0" ALL LUMBER To IN GRADE STAMPED S-L)RY (SURFACE DRY)OR VERIFIED TO HAVE A AT_- Y A Drawn b JDA MOISTURE CONTENT LESS THAN OR ECIUAL TO 19% AT TIME OF CONSTRUCTION FLOOR 9WEATWING�, � EDGE NAILIWx (EN.) PEP FLOOR SYSTEM EDGE NAILING (EN.) PER Checked by SET — ----- / DECKING f�SCHEDULE SCHEDULE F R BEAP•'i•-`\ r - -� Job No.: 06-0116 2xOR3xPT-- Drawinq Na.: LATERAL 2 x 1E 3 x PT �1" MINIMUM EMBEDMENT SILL It. SEE SILL �''�-:�EATHING PER SCHEDULE i ` _ SILL 1E. SEE SILL It MOTES. -- ------- ------'- -- --- _ IE NOTES. / PS Rk.,TI' "4 15AR - CO 48 ATNT. „ „ w r OTr�M OF ANCHOR BOLT W/ 2 x 7 x 4 BAR ' CONT• �••ANGNOR BOLT W/ 2" x 2" x BEAM CONCRETE g WALL 346" WASHER - SEE SILL 3/16" WASHER - SEE SILL �' FLOOR AT SIDE OF L�BL. (.X)NNECTIONS IN SCHF.CULE CONCRETE STEM WALL CONNECTIONS IN SCHEDULE SHEAR WALL. SC A — TOP fe'S WHERE OCCURS. SEE FRAMING PLAN. AND NOTES / t TYPICAL DUALS SrLE"ARWALL SCHEDULE AIS NOTES, _.� 7 STRAPPING DETALS TYPICAL SHEAR WALL TO FOUNDATION DETALS TL1 ------ SHEE 7 _0� K L1 Owlk rrr .,. y ++w7- : sm - Wpm 19.10 w •: r l' r - ,y t t , k f , 1 r >a , r 1' S ' e 'I kl T J JIM hONE'.. ..i.,..,......., ..._•wu.,+ti11 . .._....,,._ .�...... .�........ ........... _ . . m . jig -'—" : ' . rAw4Ykv .. ....ow. 'J — I HOLDON SCHEDULE ° HOLDOWN PER HOLD(%K PER CAP. SIMPSON POST POSTS HCLL� ANCHORS SCHEDULE SCHEDULE MARK RNCHC'Q MIN. WN. EMKDMENT FOR HOLDOVMI FASTENERS EA. SIDE DOLT / EPDXIED ANCHORSPLYWOOC F rWRElaDED RoG. $ ^' NO HOLDOWN ! I DIAMETER TO MATCH ST PER SCHEDULE POST PER 9025 S.W. Canter St. - Tigord, Oreo: 97223 0 REOUIRED I — EM15EDDED ANC"OR IN _ CONCRETE. HOI.DOILiN STRAP \ —�� ~• THREADED RCJ -- �. Phone: 50J' 6 0-2086 1P" � !!EE SHEAR WALL SILL NAIL INC, -- �--HG'LDO� FEh? � z( '�-=y 4350 MSTI48 48 - 10d (2' 2 x 6 -� / DIAMETER 'rU TC SCHEDULE bGNEpULE Fox: 150jl, 684-3636 `�'/ r EM15EDDED I�IWG. IN; � f- 1,40L DOUN PER �•� 1 - CONCRETE. SCHEDULE �bILL NAILING � 5060 MSTI60 60 - 10d (2) 2 x 6 � Q � � - _ 2 SIM COUPLER NUT j� CUT SLOT IN jr HOLGOUN PER SWEAT'WINCs F FLOOR 6HEAT w ,,1 SCHEDULE STRAP. - ----- 6420 MST72 56 - 16d (2) 2 x E PT 81�L9 D PROS �' Q 3 I ° �.STEEL THREADED ROD E ��s's,0 1225 PAH042 12 - 16d (2) 2 x 6 -C CRETE 5TEM WALL I �-F'T s31`L IE FL O SW TWING \ r raePE 4 -FLOOR 15EAM \`�-4" x 4" x 3/8" STEEL M _ ---WOLt:)C7UN ANCHOR - 4.22E -HOLD011{N ANCHOR - SEE ✓ � 24/ 1750 HPAHD22 16 - 16d (2) 2 x 6 SCHEDULE SCHEOULE ^ PONY W L.€SS THAN 4V PONY WALL MATER THAN AV �--y` =HD22-2P 16 - 16d (2) 2 x 6 --------- - - ---- ------'— EXPIRES: -\�' 3E'10 PHDZ-SDS3 10 - SDS 1/4" x 3" (2) 2 x 6 5/8"� SSTB16 13" 12" EMBEDMENT 3 HC�LDC)W1� @ PONYII�IALL BEAM TO HOLD®VI/N 1 BEAIVI TO HOEDOWN , - _ WOOD SCREWS ^_ L� 14 - SDS 1/4" x 3" I q.2 t-a-j 4685 PHDS-SDS3 WOOD SCREWS (2) 2 x 6 5/8"+D SST824 21 N/A � 18 -- SDS 1/4" x 3" - 5860 PHD6--SDS3 (2) 2 x 6 7/8"V SSTP28 25" 15" -MBEDMENT WOOD SCPEWS PER SCHEDULE POST PER SCHEDULE - HOLOOUN FE EDULE ��-PLYWOO \ 6730 PHD8-SDS3 24 - SDS 1/4" r. 3" (2) 2 x 6 7/8"0 ;bTB28 25" N/A WOOD SCREWS FLOOR SYSTEM--\ r r " ��PO PER SCHEDULE (i FLOOR SYSTEM ( ° ILL R ,11 2775 HD2A (2) 5/8"0 M.B. (2) 2 x 6 5/8"0 SST816 13 10" EMBEDMENT C " " - ---------___ --_ �- ADED ROD - C 3705 HD5A (2) 3/4-# M.B. (2) 2 - 6 7/8"0 SST816 I 13 12 EMBEDMENT -�..-•WOLDOIN STRAP DIAMETER PER 140LDOUN PER SCHEDULE REQU I IREMEN'r'3. 5100 HD6A (2) 7/8"0 M.B. 4 x b 7/8"w I SSTB28 25" 15" EMBEDMENT -------- _ ---- -- I -- - 7460 HDBA (3) 7/8"0 14 TOP fE M.B. 4 x 6 7/8"0 SSTB28 25" N/A (� I 1 �. 1 DBL. - w — PLYWOOD JOINT FLOOR 5)-5TEM ° t ,5 9540 HD10A (4) 7/8"0 M.B. 4 x 6 7/8"0 SST828 25" N/A " - ALL-THREAD `-'--!'05T PER SCHEDULE I �r�----- - P05T PER SCHEDULE POST PER 5 E _ �WOLDOUN PER SCWEVJLE 16 11080 HD14A (4) 1 # M.B. 4 x 6 1 ® W/ WASHER 24" N/A 0 I w 13380 HD14A (4) 1"0 M.B. 6 x 6 1"0 ALL-THREAD 24" N/A SECTM ELEVAlXW WHEN WALL WOLDCAI AT FLOOR LEVEI. DOES NOT ALIGN W/ W/ WASHER SHEAR LL HOEDOWN AT FOUNDATION, PROVIDE ADDITIONAL i�05T AND NOiGGUN EQUAL TO FLOOR NOL,DOt:IN TO FOIA�IDAT''ON. _- ALL-THREAD " TYPICAL HOLDOWN FLOOR15305 HD15 (5) 1"0 M.B. 6 x 6 1 1/4"+0 W/ WASHER 24 N/A 4 AT FRAMING 2 POST PER SCHEDULE - HOLDOWN PER SCHEDULE ° "_SILL le POST PER SCHEDULE PLYWOOD POST PER SC"EDULE -POST PER SCHEDULE i !-FLOOR SHEATHINGHOLPO/ THREADED ROD. DIAMETER rlr SC44ED L PER Nr NOLDOtLN PER SGHEQULE ,--� ..- TO ATCW EMBEDDED � I. ALL TYP'C.AL qOLDOWNS SHALL BE INSTALLED AS NOTED ON THIS SWEET. RANGf'OR IN CONCRETE. SCHEDULE'REFER TO 0 /-SILL IE 6I4EET L2 FOR TYPICAL SHEAR WALL iNFOFd`1ATION. I -FLOOR SYSTEM PT SILL IE / FLOOR 614EATHINCa 2. ALL 14OLDOLLNS SHALL BE PRODUCED BY Sit IPSON STRONG TIE. I THREADED ROD. DIAMETER 3, II45PECT AND RETiGFITEN ALL HOLDOUNCiB PRIOR TO COVERING. ALIGN FLOOR .:01ST OR C4T, 4OLDOWN STRAP - ° -FLOOR SHEA 1 HIND __ TC MATCH EMBEDDED r 4. THEI ZE SHALL BE A �• L[)nLJN AT EACH EMD OF SWEAR WALLS LNLESS NOTE,'- � BLOCKING •4 BAR - CONT. � --"-SEE SCHEDULE ANCHOR IN CONc.:.RETE. OTHERWISE. PER STRAP PLYWOOD REQUIREMENT,-5 . FLOOR SYSTEM EPDXED HOLDOWN ANCHOR NOTES: CONCRETE FOOTING- PT SILL IC' S1MP50N COUPLER NUT PSC IL( T ----------_.-V__ CONCRETE STI:I'1 WALL �- W/ (2) '4 - CONT. ----91MPSON COUPLER NUT SILL IE I. ALL EPDXY ANCHORS SHALL BE ALL-TWREAD AND SHAD CONFOWI TO ASTM A301. -- _--SPT BILL It'_ _ FINISH GRADE CONCRETE STEM IUALL GONCI4ETE STEM WALL BUILDING ADDITION 2, EPDXY SMAL! DE SIMPSON "SET" EPDXY. _ \ STEM WALL THICKNESS-.� � FOR 3. ALL EPDXIED ANCHORS REQUIRE SPECIAL INSPECTION. '`-EPDXIED WOLDOWN ANCHOR PER 5TRA'P DALTONS CATERIN " - SEE SC>dED'JLE REOUiREMENTS. �—X LDOUN ANCWOR - SEE 'HOLDOWN ANCHOR - 5EE - --- SCHEDULE 5e DULE I X5.30 S.W. PF'AFFLE ST, 11 T CARD, OR 97223 AT INTEPNOR SHEAR WALL I _ SU8_M TTA g HOLDOWN SCHEDULE 5 TYPICAL HOLDOWN DETAILS AT FOUNDATION A- lel i JV­ r POST PER SCHEDULE D DOUBLE FLOOR T WALL FRAMING LOCATE AT dOF-- I 1 ' JOIST AT STRAP _ WALL FRAMING `.�` ( 11JAICL FRAMINCs FLOOR SHEATHING LOCATIONS. �-� ( LOCATE FRAJ�I �s�~ _� •4 BAIL'. - 3" TO S" °ROM '� --"4 BAR - CUNT. 3" TO 5" , I !! - TOP OF STEM WALL. �� FROM TOP OF STEM FLOOR JOISTCF E OUNEPEIR II'"fPSON STRAP — /' WALL. t ' ,/'� EMBEDMENT AND EMBEDMCNT AND , EMBEDMENT AND Doe 1-18-07 J AT EACH END BOLT LENGTH PER BOLT LENGTH PER 80LT LENGTH PER c "- ' OF SHEAR U,IALL SCWEDULE ��-----HOLDcxlN ANCHOR PER MANUFACTURER "WOLDOU,l ANCHOR P-aR SCHEDULE -1-�-HOLC'OUN ANCHOR PER �� ale: 1/4"=11-0" -0 SCHEDULE SCHEDULE SCHEDULE 0raw-1 by ':DA _------- STEEL THREADED ROD - -- _ -CONGRETE STEM C. WALL ,�GONCRETE STEM WALL --- CON. RETE STEM WALL CII�'C,(Pd Dy: SE,T -- �- lob No.: 06-0416 x 2 04 DOUBLE J4r r / 6" MIA. - 6" FOR 3,14"0 BAIR24" LONG.---' IV MIN. - 8' FOR 1/800 9 No,: LATERAL flrow n HOLDOWN LOG ON I FLOOR SYS'EM- / OR L AI®GER BOLTS IV 1 DBL. TOP - "x 3/8STEEL IE EPDXiED TFEADED R00 88TS ANCHOR BOLT ALL—THREAD ANCHOR ISEAM ! HEADER-/ a" x 411 BOLT W1 WABhER hUMOWN SCHEDULE i AND NOTES / TYPICAL DE'`IAIL HOLDOWN TO BEAM 7 STRAP AT OVERHANG TYPICAL HOLDOWN ANCHOR DETALS SHEET L23/4""I. L2 .rd.,,nr..ryaM.nllldrlr-.`wwMl� •yiFlk. - f aFkltMbkR:4 w.' �, _ �';ti^�li1a�7•Sa4Li'r. i11 ^+'P.,.. e �._v*"A4 4 .Il�.n.ewtrea.►ww+M� "earr 4 { 41 ,. _ _ . .. _.... ._,. , � �1^"., `,• 11 ! . ,. ` ��' °• fir" Ile 04 r , .r w t; � k1 ..k , r„ � A , r. a