Loading...
Plans (67) 1L MOT6St SYCAMORE TERRACE APARTMENTS { x= 141/4t:, Outline..5pa0.� cat3oes. JlPRWRCT INFt1i'4ATIi1N DIS'CR�Ca.- -- ,0 1 • = i F Its b •._ t rPINIBB t3RADR NTNIMUK 2%AWAY FROM BOILb1iDIG FOR.S•_0',. - SITB.ANF.A-.--.._. 21.1..266 S.Y. - 4.85 AC'H1S SCHOOL DISTRSLT T[('.AR1D -TEMPLRTON l'LBMERTARY '' .Lt' ,,' I i-1.,,. AMteR DISCRARGP.b TO.APPROVED SYSTPA. 1, Parking areas and driveways will have asphaltic concrete , TTGARD NIGH SCHOOL - `\, - • " MALL"TR ALL BATH SWISS 6RAI:T.HAVE 2X6 STDrls. ; pavisgxth Lggace top extruded concrete curbs. - .f BUILD[NG nRRA (GROUND) -- 31.,278 S:Y. t/.78a �� J f ',,4. PROVIDE POSITIVE CRAWL SPACE:DRAIN ON ALL BUILDINGS. NATERUi5TRTCT - CITY'OF TIGARU. OREGON - '• •�_- ��. •_ ..J t..... 2, landscaping: All areas around the buildings will be:.¢od.=grass DRIVENAY L PIiliAING 59,.431 S.P: - 2tl.13 t �'+ :, ,. -I RAD.TRUS688 IN ALL BUILDINGS SHALL HAVE WIND BRACING. end area* around the buildings..to be FIRE DISTRICT. -WASHINGTON COUNTY FIRE DISTRICT 41: IS. - - -" t.. !.6. PIRB'ST4P 1 SOUR PIRENALL AND:PARTY WALL EVERY 10`-0. 1TYY D. i o - planted will have shrubs. i LANDsEAPP./OPEN AREA 1201613 S.F. ' _-_t_I..- z. k .. .. ' 7. ALL*mows 508 OPERABLE_ -;.t7.09t _. las dppropCaztp size and varieties as sltMen on the landscape k• PARK:DISTRICT - CITY OP T]GARD, OREGON PARR DISTRICT --,� _ I,1 p.Sir', � • "n . I t.A~ 7 _ ¢ A. BATH rem SOt:PM EXHAUST FAN,'.VF.xTT TO OUTSIDE WALL .. f TOTAL BUILDING AftEA - :-_. 75.458 S.P. �. 1 _ 1n-g r _ i i ' 11 �.+'_i T lamp ,• 3 Concrete: Concrete for foundation walls, footing slabs, platforms:-1• PUBLIC UTILITIES f� I I r !1 �, TIGARD ' psi- , :BCTLUI NG ARISA ' - '" 1. ' .._�/ `\" . " '11!!!8 SEAM RP.2 Ali�m'H%t OCX1iFIR.[0 oat=HILL.is and walks will..be 2$00 psi: Structural slabs shall be 3000" . d ELECTRICITY PORTLAND GENRRAI.ELECTRIC ( c,{ 1..54 )-- , y • MOND SD BE OS®PCN NUE- , ., TTT-(7- I {10. ALL DIl6SICH1ARE 14 SED LFB AND 4. Noo£ingi Roofing shall be 23516. CShingles. ..-.._._.___ I. li: ItU1T! �- Composition Roof GAS - NON7'NWGST NATDBIBL GAS L"(A1PANY - I BU17b7NC5 1I ---- -- 94 UNITS =,19+ UNITS/AC • U -s..• 5717!'1. TELEPHONE NE - GF17P.RAL TELEPHONE Dew 810P8!!RL IN LINE WITU.NALISPPRA•fIK,MIS MOW PACU. S. Sidings Siding shall be L.P. Inner-Seal Lap Siding instal ted LL Q <..onset 1B MEN 2516,mc-85 -- LAUNDRY ROOMS-- 2 UNITS. > d '•4 i. :. I.......5 in accordance with the manufacturers recommendations. OTHER - DOMESTIC WATER: or rxeARU 12..•PiW@!�S } EQUiPMIINT ROOM- - 1 UNIT SANITARY 512800, CITY OF TTGARU I j ` IDP Tff'i-INCH 175118AI.SIDE MEM,GYP:IIOI'MBi.ACYtIN '' 6. Doozs an4 Hardware: All exterior doors shall 11 be shall be metal = n ...L.-al. '� �` �.' OR 15311VAIMIF wrist 78.KIST RE INSTALLED TN THE POLTtIY35G: six panol eovezed-worst_ Interior doors shall.be six panel wood. ' OFFICE ..._____ I UNIT • A.>a LIIILN1t>0 SPACES OF THE StIX3 VALLS AT 90E t'CT7*v:3851:FI/YR ILI+EIS All doors sba 11 be prehung.xi th finish of door but ks to be the NEA EST BANSIT DI OE TIM D BI ES OF TH 0100 5 AT I ECmI r, same as the fi.nish of ktie Iatch sets_. Trim hardwae.shall bf BUILDING :::____z. A" z. STORY------ 12 UEUROUM-1 DA1'ii NEAREST BUS - 't7t1-MET.BUS ROUTE 112 t , : q{! V - N B.N'W" BEl l caret=mace.MIO HORITA roe. :' Schlage err Series or comparable. {pJ� r1. SPAM WI AB OUCIH AT SOtYITS.... • a a BUILDING7M1R)STORY - 11 1 HRDROUM-1 BAT'Ii. ROUTE AND STOP BUS STOP AT..A TNG.CITY PLAZA I. 't ;_ d>w I Ii 514. 1 : - 7 W ndows:.All windows shall be aluminum as-manufactured.by UU[t DiNC -TWO TORY --- 4 1 BBUROIR] 1 bATll. ' Ir- i'y`."Y• E �� 3l 161 um 'S>InT3.}HVA R-11 IN 118 M[.iS: Nl lgaia_Menufactur ing, In ..or an approved equal. Fattener trim BUILD -'L'"-TWO STORY-. - 8 - 1 BEDROOM--1 SA1'11. < I VICINITYMAP C MP UNIT monsac.stou. we R-11 IN SNE WALLS around windows shalt be cedar as detailed., " _. O Iti { ME A03 EMU.MAIE'R-73 1N MK MPS_ 8. Drywall -All wood stud partitions shall have gypsum Wallboard BUILDING P".. TNO STORY 8 - 2 BEDROOM-1 AATH-" CC . RB.IRIQlI LMT EUILD51)SMALL LAVE R-1:3 IN mitt SKIL. -yl@ y,.. ) + _F tea. Q Of with a aplatceA finish. Ceilings to be similar. BUILDING "C:" 'THREE STORY---- 12 - 2 BEDROOM-1 BATH `�„ •�� ..y��I! g^'N JZ ;A1L NUIT1]IId39 S1Ata.189111 R-19 t427mt ME 21021 AM)EMCEE maw 9. Resilient Flooring: Floor covering shall be sheet goods.as Mann- MD - BUILDING 'H' THREE STORY--- 12 - 2 BEDROOM-2 BATH a 1 ,. R-38 IN MB AMC. 15. ME Yd/AIL BUILDINIS SHALL no 214:A 16"O_C.. andfriCUredbath by Armstrong or equal. Base shall be vinyl in.kitchen BUILDING i` 'CANF.E STORY.---: '18 - 2 BEDROOM-2 HATH- '� '� 16. Ail.0soneoz ar slow.s As Rkg111RP1)ex use-85 PDITSIec �. and bath_ t� r118 f�A N W .. 10: Cork shall be F.B.A. approved. TOTAL UN:ITS_._,_ 94 .� �_ '/ E I Ly ..• ` 11. taint: Glidden or'.an approved equal of types for locations.to PARKING 98 CARPORTS 4f J used.. _ 47OPSN (� _ TOT'AI.. 1.31 STALLS e�" Z J 2t PRiVfING: 12. Appliances: All appliances.l range, refrigerator, dishwasher k �y9 76 AlN'I'T AVM MULE MD. WAD-BEAR/NG STUDS IN THE and garbage disposal shall be General Electric.or Hotpoint. ZONE--- -- -----R-25 ` - ii"l''{.r YoU •Tlll89TCMRN'as- FIRST STORY 'OP THE THREE 13. Electrical Work shall be Instal led in accordance with the TYPE V-N GROUP R-1 4 "�'�t £ �' I-�Q $ t r ,�1 �. 107*) 4560 llllN'Ps- STORY BUILDINGS SHALT.HE National`s Electrical Code. - /'� �«!�'}`,.,,4 �,,,,.{l�:3� � i,".J F- �Z SII®LNBG OR ORAIt AMEN- FRAMED WITH 3^Yd"OR TAX LOTS 8031-900 --- S.W. DURHAM MORD 0 deb Alw-tsD.91': 0= fO BDMf17PI1AIS.1E) BS UG 11*5 .2"X6`STUDS SPACED NOT 14. Plumbing.fixtures:shall be American Standard or'Aohler. 1`IGARD, ON9('AN ' :i.E.ut.Dz: V AT ALL?ICOR AND CEILIDO LEVIGA. - I .7R'bn6 i MORE_:'THAN 36' O.C.. I J `. P1R P1101O=steam 1ti, : w• �' 318 51 Immo,P7117DC,Mons SOMI- TURES STORY BUILDINGS: • ;dl117L74LSY 561 2517 MMMlWS r ar mow BOTLDL ',3 G ..'B'AND ".I• \r-•, -HALL BP 0802-1603154...mom_ LEGAL DESCAIPTIOiY � , r IN AN AF➢lbYm MEN*SD 1614 �� �� ��: i.�JN 190AR WON 528' XTER "X" GYP '•vteo I t the northrapt a l theSe to t quarter �® PIRYIf..25 �S i` BOARD ON RLI.gXTPROIR WALL. section IS T y, Oros fA tango t h.t, t. r.s.tt 134 feetnt • �� M LBC$ 2516 :,N4 AS gton County, Ono thence North•!•.52 t•.t 1741 feet to ( point 50 toot G t of the x thw t corner.Of toe 24,VO.LON MOOR l IliO[{1770Q11 PLIMESP1l7a1D:- (AAMC N hi yt eouney. Oregon: CM Southerly 44f:4 t ett 9 I -_7. ,y ,thenly a t r1y 652.01 feet to a point n:1, [...art),1f f fa., rry (/l O ,y ' •fit 11 BJO101.DIQl0H0'EIR3tgi- tract d rtbed t deed recorded 7 10. 1942 to Soak 455 r•4e. BEDy�a.GT O; i 7'. ..18 0*12roams AND VALVE:atoms , 541d 8.5058. tirl r W h q Ceont5 O 4 n:.-th Barth ly•long _ ,�^ `MBI41 ME 101'IN CdfBN.Y MITN 77Bt tht a•Ythtt p cornet eel:.::tt:77,2.l".70:h;e:/to::15;:h111:",:::::::1" a•to 219 s o!aa1d:Lot ie, •n•i fBA ;,,y \ ."4 HIRE MAW.Q'ENE CEILING deed r•eu'de fd t seorytC •unkt6T'. 4mi Id Sn•oeA D4N9 : 3d• f N••hingt n Coenty; Wlit J?,DA1M1 9ARAL8 01:118 Illatrf,A6' or•9ant tlr arner oY g h.h lin.111,45 tett t� '_ , � O',TIBIMBEWE BB,MOOT NAVE.A: NQRTH tM aeom..e t< eT:ol Bthrn<e NertherlY.Deoq tM - • '' FIJOIR"SPREAD RATING'OF NOT - eane"56 014 Berke o the 80557,.110.of stn s em' O Q 6 'TO EXCEED 25 AND A SMOKE DEL- Loc 74; thence Westerly l _, afrrar 'MOMENT CLASBIPICATIINI or .Point of hence ong the North Line of said'Lot to the I 40,80 N,*4t �',® t NOT,GIRAYER TBA'4921 AS MEA- J '- \1i • ..SURA ON TBE 51'61NRR-TOHNEI. u o t/ 1114.1,.','F.-11,,,A,k ?EBT SCALE REFERRED TO AS. ( 1. "' •^ .(, a„ ` ... T 1� • .... UBC.BTANIUHp.NO,. .UBC` j 1 7ft'I.r. 550:78... -.: • ? B(O. ftv "� ^Y' p �E, o a • . . r` 7 7 1.tIE1 F ,'•k.a.._f .. ®. �J : ^a -.® Y1 < -1 1IIT=i- � __...-� Roy„ 7 ,'1 ®,� F��i�* , '.ry Ill,". :� .. w % ,. , ...,... •, c ,9.••••'•••,• •••.;t•',,:: I `. : i 'SLOW.B. :. /' 1 d} ,. 1r 1 BED'•OM.-f BATH Y ./.�.! d:e, z ..„... :.„...„ r , : : ,„.. ,i 2, . . . • v.,..,.. -� i I ! / � t r w ou''_-�� '�, W..: , aarT10TAMN I ' _ `'•' . f N. . .....'. ,Ps illoi\ :? • • JO 1 teno rA+ai: 0,' Q:- s ,BMLTAUS y$LL ®I : � 1? .. # MI ® , 4� ill FXERclsE • � t^d,.";♦j `-' bk. f , 2 40 MN 7.14.1.4,14; ta ur.• £Il I : . , Imai i , ii o m .i • SP 1R.I..ffiNG6--- I ,..---, •Wil r.-..-.1 _ QQ9 , AaT 12Illillk I . j..,..'1-13Ci m ,3Y'� i .�'t as T., ., r � .. "`444 • RGOA4 i m ! ,IL. ��3 �.. _' 19,.1 �. ..... `''�.� " . \ * 1011:% St • --. • •44t'..dor; 78-.08' + I I i w I P VH;s,, INDEX - '�.A14 - P,1'.BVATSlNt6 a RECTION - B1.OG "U".i "B" " RI.EN1C6 4 RA66 DRTA7L-SCREEN DEPA8L0 ' < 1< . ..r A I -SITE FLAN LEGAL i PROJ'RCT INFORMATION - "_� • Al 5 ....ELEVATIONS i SECTION - BLDG 'G• -TRUES SBCT10N0 - A 2 - BUILDING ANb PARKING LOT LAYOUT. ••• Y1 j VTIUTT -A 3 '.A16 - ELEVATIONS SECTION- BLOCS 'N• a "I• Q ; jf, ANCNOtt Lt. 'A 4 - TYP,ICALEPLAN -APAATMRNT 21WITS SCRL'MDLBSAINING NALL I'7• � y L 1,-' - L1511UBCMB PLAY, :: m c. , I-� • SITE P A N A 4.1 -OFFICE'PLAN ANO6ELEVATIONS - RAILING DETAits =1-�-tI N;3 A 4.2 -CABINET DL'Y'AIfS C 1 -'SANIrseTARY PLAN • o •C 2 -'SANITARY SBNER PLAN 6 " '-••,7-1 v - : LU v 0 2x4PT F .< c ems_ w ,. ... c O rn 1:: v 2 HANDRAIL T W/2x HANDRAIL c� CC 9 c W/ATTACHED ATTACHED ,J U L 2 3 2018 c 2x4 PT 2 x 6 4x4 PT 2x4PT CEDAR �' I § e :; k t R`' " moo c 2 24 x4 PT CEDAR U POST � E i)e 1 t �� a�z� fir � � O Y �,POST s 1 ( . 0 °> .� o o \2kxz@s°oc 2xz@s°ocE RAILING REIVII�`�TS ``" v = L �(TYP.) (E) RAILING REMAINS ( ) 7cn ( ; v4(rYP.) UNCHANGED RAILING UNCHANGED RAILING :\HEIGHT L - - - HEIGHT -- - - - 42"MIN � . L 42"MIN ' - - - - its is '' l' '1[ / / �. 2x4PT �.,- • 2x4PT �' — C. /' _ — 'i - - _ - - _ - - _ _ _ _ _ +q�' o - _ - _ __ dd��' • 114 „ 4t_41 „ 10'-2.. 4'-41/ 10'-2” �2 �. � cc R3T ELEVATION CONFIGURATION A ELEVATION CONFIGURATION B CBn GIN A- 'J/� U 185 Et,1,4 Utr i ; w ►�1 it ,, .ON5$ •P` 8ERA2' < _� Nw '4'D �.VN S'S G. Q > 2x4PT 2x4PT ' �f�-ZOW e/ILI W r (V W/2x HANDRAIL W/2x HANDRAILCZ - CL1— N ATTACHED V ATTACHED 2 x 6 �. �'tt'It 0 O ----,-_-2x4PT 2x6 - - 2x4PT RAILING CEDAR RAILING CEDAR Q (L — e/ HEIGHT SZ 0 42 to .:I- o 1 1 a E (E)2 x 12 LEDGER (E)2 x 12 LEDGER _ v�8 00o U REPLACE DAMAGED S-3.1 REPLACE DAMAGED S-3.1 • 0 c co m c 4 x 4 PT POST HANGERS WITH (E)10 x 10 POST 4 x 4 PT POST HANGERS WITH (E)10 x 10 POST rn O r- o •a) (2)IN THIS LINE SIMPSON LUS210 (2)IN THIS LINE (2)IN THIS LINE SIMPSON LUS210 (2)IN THIS LINE r w 9 v c woCUoo 2 N O Y D7 .9.), m 7 O u C alk . °G °• erl' Allk • 0 44' --->UP iiirl , .. 0 'ci —>UP • SIM. • ////// � ti fr 1 It w w (1,• • 'V} j rr >DN DN `� a 2 • 2 MOO ' •. \ IV A/ X S-3.1 IF x S-3.1 E 8"CONC. / U I RETAINING WALL 1Yz"TREX DECKING RETAINING WALL 1Yz TREX DECKING � FC U v. L. 10'-2" 4'-4�2" 10'-2" 4'-41/2" ,N" 4 G� ip } o 1 ♦ i FRAMING CONFIGURATION A FRAMING CONFIGURATION B 4, �, ' j 44 ®G OREGON! 4 w 1 1 4'A 4'18ERAT, �N'' Q > (E)2 x 12 LEDGER/ (E)2 x 12 LEDGER 4OREYI CJ� a Q Ti- REPLACE DAMAGED REPLACE DAMAGED S-3.1 S-3.1 CZ UJ = CV HANGERS WITH (E)10 x 10 POST HANGERS WITH (E)10 x 10 POST � P) •iO' �� SIMPSON LUS210 / (2)IN THIS LINE SIMPSON LUS210 f (2)IN THIS LINE O'LO O X — X WNo °G °G UJ (n Ali Allk ^� � 2 � eZ NW -. o QzsZ CD SIM. ° N +� SIM. ,�° N �+ O ►_ DN Q' @J v • Q@l v 9 co 2 • }CVr1, N Q O O >DN >DN Q o �z 2 2 NW o S-3.1 S-3.1 E z z z w o / \ r X P aW 3 a CONC. O< w < U) (E)8"CONC. 1Yz"TREX DECKING (E)8'CO C 1Yz"TREX DECKING U ❑ ❑ -, co RETAINING WALL RETAINING WALL SHEET TITLE: 10'-2" 4'-4�2" L. 10'-2" 1 4'-41/2" J BRIDGE FRAMING FRAMING CONFIGURATION C FRAMING CONFIGURATION D PLAN CONTRACTOR TO FIELD BRIDGE FRAMING PLAN SHEET NOSC : VERIFY ALL DIMENSIONS 1/4�� = 1�_0" 11X17 SHEET. SOCALE EACCORDIINGS REFOR S-2.2 11"X17"SHEET. SCALE ACCORDINGLY FOR DIFFERENT SIZE SHEET. STRUCTURAL NOTES • GENERAL STRUCTURAL NOTES REINFORCED CONCRETE (WOT vge- ) 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM 1. CEMENT: ASTM C150 TYPE I OR II. STANDARDS FOR CONSTRUCTION. 2. AGGREGATE: ASTM C33. 1-1/2" MINUS AT FOOTINGS AND 3/4 MINUS AT WALLS. 2. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2012 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE STATE OF OREGON (2014 OSSC). ALL 3. WATER: IN CONFORMANCE WITH ASTM C94. BUILDING ELEMENTS AND COMPONENTS AND COMPONENTS NOT SPECIFICALLY DETAILED IN THESE STRUCTURAL CONSTRUCTION DOCUMENTS SHALL BE FABRICATED AND CONSTRUCTED 4. WATER REDUCING ADMIXTURE: ASTM C490 TYPE A, OR F MID RANGE TYPE. IN ACCORDANCE WITH THE MINIMUM STANDARDS CONTAINED IN SECTION 2308 - • CONVENTIONAL UGHT FRAME CONSTRUCTION OF THE IBC AS AMENDED BY THE STATE OF 5. AIR-ENTRAINING ADMIXTURE: ASTM C260. OREGON. 6. STRUCTURAL CONCRETE: fc - 3,000 PSI 0 28 DAYS. SLUMP SHALL BE 4" +/- 1". 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE SLUMPS MAY BE INCREASED TO 8" MAXIMUM USING A MID-RANGE WATER REDUCER. AIR CONSTRUCTION. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY ENTRAINMENT SHALL BE 5% +/- 1 )4%'AT EXPOSED EXTERIOR CONCRETE. CONCRETE DISCREPANCIES OR INCONSISTENCIES. SHALL CONTAIN A WATER REDUCER. MAXIMUM WATER CEMENT RATIO SHALL BE .58 FOR 3,000 PSI CONCRETE. CONCRETE. MATERIALS AND QUALITY SHALL BE IN ACCORDANCE 4. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. WITH CHAPTERS 3 AND 5 RESPECTIVELY OF ACI 318 "BUILDING.CODE REQUIREMENTS FOR METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF STRUCTURAL CONCRETE. THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF 7. TRANSPORTING OF READY-MIX CONCRETE SHALL BE IN ACCORDANCE WITH ASTM C94 CONSTRUCTION. "SPECIFICATION FOR READY-MIXED CONCRETE" AND CONCRETE PLACEMENT, CONSOLIDATION 5. CONSTRUCTION LOADS SHALL NOT • EXCEED THE DESIGN LIVE LOAD FOR THE AND CURING SHALL BE IN ACCORDANCE.WITH SECTION 5 OF ACI 301 "SPECIFICATIONS FOR STRUCTURE. PROVIDE SHORING AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY STRUCTURAL CONCRETE AND WHERE STRUCTURES HAVE NOf'ATTAINED DESIGN STRENGTH. ' 8. HOT-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305 "HOT WEATHER CONCRETING". COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306 ACI 306 "COLD WEATHER CONCRETING" AND ACI 306.1 "STANDARD SPECIFICATION FOR COLD DESIGN LOADS • WEATHER CONCRETING". 9. STRENGTH TESTING OF CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 1.6 OF ACI FLOOR LOADS: P•SF 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE". CONCRETE TESTS SHALL BE MADE 15 OL 40 PSF FOR EACH 100 CU. YDS. OF CONCRETE PLACED. LL REINFORCING STEEL ROOF LOADS ROOF OL • r 25 PSF 1. REINFORCING STEEL ASTM A 615 GRADE 60 DEFORMED 9ARS. ROOF LL SNOW LOADS: 2. FABRICATION AND PLACEMENT SHALL BE IN ACCORDANCE.WITH CRSI MSP-1 "MANUAL GROUND SNOW LOAD 25 PSF OF STANDARD PRACTICE" AND SECTION 3 OF ACI 301 "SPECIFICATIONS FOR STRUCTURAL FLAT ROOF SNOW LOAD 25 PSF, USE 25PSF MIN CONCRETE. SNOW EXPOSURE FACTOR. Ce 1.0 3. REINFORCING STEEL LAP SPUCES NOT OTHERWISE INDICATED SHALL BE ACI STANDARD SNOW LOAD IMPORTANCE FACTOR. Is 1.0. CATEGORY II CLASS B IF SPUCED AT THE SAME LOCATION OR CLASS A IF SPLICES ARE STAGGERED THERMAL FACTOR. Ct 1.2 BETWEEN ADJACENT BARS ONE LAP LENGTH MINIMUM. !IND DESIGN CRITERIA: 4. UNLESS OTHERWISE INDICATED. MINIMUM CLEARANCE FOR REINFORCING STEEL SHALL BASIC WIND SPEED (ULTIMATE WIND SPEED) 120 MPH BE 3" FOR CONCRETE CAST AGAINST EARTH; FOR CONCRETE EXPOSED TO EARTH OR WIND IMPORTANCE FACTOR, Iw 1.0. CATEGORY II WEATHER, 1 1/2" FOR /5 AND SMALLER BARS AND 2" FOR /6 AND LARGER BARS. WIND EXPOSURE FACTOR EXPOSURE B INSTALL WITH PROPER BAR SUPPORTS PRIOR TO CONCRETE PLACEMENT. EARTHQUAKE DESIGN CRITERIA: 5. PROVIDE CORNER BARS OF THE SAME SIZE AND SPACING AS THE HORIZONTAL SEISMIC IMPORTANCE FACTOR. Ie 1.0, CATEGORY II REINFORCEMENT. SEISMIC USE GROUP GROUP I SPECTRAL ACCELERATION, Ss N/A FORM WORK, SPECTRAL ACCELERATION. Si SITE CLASS SITECLASS D 1. CONSTRUCTION, SHORING AND BRACING OF FORMWORK SHALL BE IN ACCORDANCE WITH SEISMIC DESIGN CATEGORY, SOC CATEGORY 0 SECTION 2 OF ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE". RESPONSE MODIFICATION FACTOR. R N/A 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION. SEQUENCING SEISMIC RESPONSE COEFFICIENT, Cs N/A AND SAFETY OF ALL FORMWORK AND SHORING. DESIGN BASE SHEAR, V N/A CONCRETEACCESSORIES SPECIAL INSPECTIONS .. 1, PREMOLDED JOINT FILLER: ASTM D1751 ASPHAULT-SATURATED FIBER TYPE. AN INDEPENDENT TESTING LABORATORY CHOSEN BY THE OWNER SHALL PROVIDE SPECIAL 2. SMOOTH DOWELS: .ASTM A36 ROUND BARS. PROVIDE WITH SLEEVES AT ONE SIDE OF INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE THE JOINT. FOR THE FOLLOWING AREAS OF WORK. 1. CONCRETE: SUBMITTALS . CYUNDER TESTS, SLUMP TESTS, AIR CONTENT 1. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER PRIOR TO DURING PLACEMENT OF REINFORCING STEEL & ANCHOR BOLTS FABRICATION/INSTALLATION ALL SHOP DRAWINGS, PRODUCT DATA, ETC. NECESSARY FOR DURING PLACEMENT OF CAST-IN-PLACE CONCRETE (GIP) PERFORMANCE OF THE WORK IN THE SHOP AND AT THE SITE. (CONCRETE SPECIAL INSPECTION IS NOT REQUIRED FOR CONCRETE STRENGTHS LESS..THAN 2500 PSI WHEN AN APPROVED MIX DESIGN IS SUBMITTED FOR REVIEW BY THE ENGINEER) - ' REINFORCING STEEL SHOP/PLACEMENT DRAWINGS - CONCRETE MIX DESIGNS 2. ALL EPDXY ANCHORAGE (BOLTS AND REINFORCING) THE FOLLOWING COMPANIES HAVE BEEN PRE-APPROVED FOR SPECIAL INSPECTION, ALTERNATIVES SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER PRIOR TO USE: STRUCTURAL STEEL (N)d`< Vi5p) CARLESON TESTING, INC MAYS TESTING ENGINEERS, INC. 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A53, GRADE ii-,FOR PIPE SECTIONS, 8430 SW HUNZIKER ROAD 7911 NE 33RD DRIVE, SUITE 190 ASTM A500, GRADE B FOR TUBE SECTIONS AND ASTM A572, GRADE 50 FOR OTHER TICARD, OREGON 97281 • PORT�ANO, OREGON 97211 STRUCTURAL SHAPES. EXCEPT AS'NOTED ALL STRUCTURAL STEEL IS TO BE PAINTED (503) 684-3460 (503) 281-7579 AFTER FABRICATION. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION, CURRENT EDITION. NO PROFESSIONAL SERVICES IND. (PSI) CLAIR COMPANY HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE.ALLOWED THROUGH 6302 N. CUTTER CIRCLE, SUITE 480 525 NW 2ND STREET STRUCTURAL.STEEL MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE • PORTLAND, OREGON 97217 CORVALUS, OREGON 97330 PERMITTED WITHOUT PERMISSION OF THE ENGINEER. (503) 289-1778 (541) 758-1302 2. HIGH STRENGTH BOLTING SHALL BE BOLTS CONFORMING TO ASTM A325 HIGH STRENGTH STEEL UNLESS OTHERWISE SHOWN. ALL JOINT CONTACT SURFACES SHALL BE CLEAN AND FREE FROM OIL DIRT AND PAINT. USE TURN-OF-THE-NUT METHOD OR LOAD FOUNDATIONS INDICATION WASHERS. 1. REFER TO THE GEOTECHNICAL REPORT PREPARED BY DATED FOR 3. STRUCTURAL STEEL WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS AND SHALL SUBSURFACE CONDITIONS AND FOUNDATION RECOMMENDATIONS. CONFORM TO AWS D1.1 LATEST EDITION. ALL BUT WELDS ARE COMPLETE PENETRATION UNLESS NOTED OTHERWISE. WELD FILLER METAL SHALL BE AWS A5.1 OF A5.5 E70XX 2. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 1,500 ELECTRODES. PSF. 4. SPECIAL INSPECTIONS (OWNER"FURNISHED) IS REQUIRED IN ACCORDANCE WITH THE IBC 3. EARTH RETAINING WALLS HAVE BEEN DESIGNED FOR A LATERAL PRESSURE OF 35 PCF ON THE FOLLOWING PORTIONS OF THE WORK. (ACTIVE). - ALL STRUCTURAL STEEL WELDING NOT PERFORMED IN AN APPROVED SHOP - ALL STRUCTURAL FIELD WELDING 4. SLIDING RESISTANCE HAS BEEN DESIGNED USING AN ALLOWABLE PASSIVE EARTH ALL HIGH STRENGTH BOLTING PRESSURE OF 250 PCF AND A COEFFICIENT OF FRICTION 00 0.30. • - EPDXY AND EXPANSION ANCHORS INSTALLED IN CONCRETE 5. GRANULAR FILL: 3/4" OR 1 )4" MINUS CRUSHED AGGREGATE BASE AS INDICATED OF $HOP DRAWING SUBMITTALS UNIFORM GRADATION FROM COARSE TO FINE IN ACCORDANCE WITH SECTION 02630 OF THE STRUCTURAL STEEL STATE OF OREGON, DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR _ MATERIAL CERTIFICATIONS FOR STRUCTURAL STEEL, WELDING RODS AND BOLTS HIGHWAY CONSTRUCTION". GRANULAR FILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 8" _ MASONRY ANO CONCRETE REINFORCEMENT LOOSE MEASURE AND COMPACTED TO NOT LESS THAN 95% RELATIVE COMPACTION AT _ MATERIAL AND CONCRETE FOR MASONRY BLOCKS, GROUTING AND STEEL REINFORCEMENT OPTIMUM MOISTURE CONTENT t/- 2%AS DETERMINED BY ASTM 01557. - MANUFACTURED WOOD TRUSSES 6. FOOTINGS SHALL BE CARRIED INTO FIRM, NATURAL. UNDISTURBED, STABLE, NATIVE SOL THAT IS FREE OF ORGANIC AND OTHER OBJECTIONABLE MATERIALS OR SHALL BE PLACED ON COMPACTED GRANULAR FILL. 0`p 7. NO BACKFILL SHALL BE PLACED BEHIND CANTILEVERED WALLS UNTIL THE CONCRETE k 13 x HAS ATTAINED 100% OF ITS SPECIFIED COMPRESSIVE STRENGTH. D 2 o 2 Val 8. COMPACTION TESTING SHALL BE IN ACCORDANCE WITH ASTM D2922. • 7 ,./,..„;,:- �+ <.:. ` Amp (I) r C"? c.:0 ,r i ,11 my t Ie 1r±T ::, r� ' j v, Ess W a .' (3;1 i CO)fn �i Z t• , s3 es•3 s 6. .. -c o 9 COPYRIGHT2018 OAK TREE APTS. REPAIRS • JAS ENGINEERING FINNMARK PROPERTY SERVICES LLC 1419 Washington St, V N I = 16055 SW 108TH AVE, Suite 100 . , i Oregon City, Oregon 97045 -� DESIGN BY: JAS _ TIGARD, OR 97224 Cell: 503-449-3080 ok o Work: 503 657-9800 /�� !^ DRAWN BY: DAS 7 !9 tiro �� JAS PROD.NO: I IO /2 Andy@jasenginc.Corn ISSUE DATE: 4/09/2018 ODESIGNATES TYPICAL SHEAR PANEL CONSTRUCTION J r* 2 SHEARWALL SCHEDULE l MARK SHEATHING FASTENERS •EDGE 0 FIELD ANCHOR BOLTS SOLE PLATE NOTES A 15/32'CDX 260//FT. COMMON NAILS 6d 0 6"0.C. 6d 0 12"O.C. 5/6"DIA. •46'QC. 3-16d O 16'O.C. w/3x3x1/4 PLATE WASHERS 0 A.B. B 15/32"COX 360//FT. , COMMON NAILS 6d•4"O.C. 6d 0 12' O.C. 5/8"DIA. 0 18"O.C. 3-16d 0 16"O.C. w/3-3x1/4 PLATE WASHERS 0 A.B. C 15/32'CDX 490//FT. COMMON NAILS 6d 0 3"0.C. 8d 0 12' 0.C. 5/6"DIA. 0 24'0.C. 4-20d 0 16'0.0. r/3x3-1/4 PLATE WASHERS 0 A.B. IN 2x SILL PLATE D 15/32'COX 640//FT. COMMON NAILS 8d.O 2"O.C. ed 0 12" 0.C. 5/6" DIA. 0 16"O.C. 3-20d 0 8"0.C. w/3-3x1/4 PLATE WASHERS 0 A.B. IN 2x SILL PLATE (USE 2x ANCHOR (USE 2x NAILING BOLTS FOR SW REQUIRED FOR SW EACH SIDE) EACH SIDE) NOTES: USE 5/6"DIA. ANCHOR BOLTS WITH SIMPSON SET XP ADHESIVE. EMBED 7"MIN. AT NOTED SPACING IN EXISTING CONCRETE WALL 0 DESIGNATES TYPICAL HOEDOWN TYPE 6,10-i 0.5 to) STRUCTURAL PANEL NOTES (00.T 1,45 sr)) 1. THE LOCATION OF REQUIRED STRUCTURAL PANELS HAVE BEEN NOTED FOR CLARITY. 0 HOLDOWN SCHEDULE(SEE NOTE) 2. ALL EXTERIOR WALLS SHALL BE OF TYPE A CONSTRUCTION EXCEPT AS NOTED OTHERWISE. MARK HOEDOWN NOTES 3. SWA SHALL HAVE 2-INCH NOMINAL FRAMING AND SWB. SWC&SWD SHALL BE BACKED 1 MST 37 w/MIN.DOUBLE STUDS 1,725/ WITH 3-INCH NOMINAL OR WIDER FRAMING AT AU.PANEL EDGES. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY,UNLESS OTHERWISE NOTED. PANELS 2 HOU2- S052.5 SSTB 16 13"EMBED w/MIN. DOUBLE STUDS 3,0753 SHALL BE INSTALLED ON STUDS SPACED A MAXIMUM 18" ON CENTER. 3 MST 46 w/MIN. 4x POSTS 3,215/ 4. HOEDOWNS OCCUR AT ENDS OF STRUCTURAL PANELS AND SMALL FASTEN TO A MIN. 4 HDU4- 5052 5 SB�I24 16" EMBED w/MIN. 4x POSTS 4,565/ OF(2) STUDS UNLESS OTHERWISE NOTED. CONNECTION HARDWARE IS BY THE SIMPSON COMPANY OF SAN LEANDRO,CA. ALL STEEL CONNECTORS SHALL BE GALVANIZED OR BY 5 NOUS- 5052.5 ��ff24 16"EMBED w/MIN. 4*POSTS 5,6453 SOME METHOD MADE CORROSION RESISTANT, UNLESS OTHERWISE INDICATED. PROVIDE BOLTED OR NAILED CONNECTIONS FOR THE MAXIMUM CAPACITY UNLESS NOTED OTHERWISE. 6 MST 60 ix/MIN, 4x POSTS 4,600/ CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE EITHER POST HOT-DIP GALVANIZED OR.STAINLESS STEEL. 6 MOUS- SDS2.SSSTB.36 29"EMBED w/MIN, 8x POSTS 7,670/ / 5. WOOD STRUCTURAL PANELS SHALL BE 15/32"C-D J'ITERIOR-TYPE BONDED WITH 11 HDUII -, S052.5 , SBIX30 24"EMBED w/MIN.6x POSTS 9,535/ EXTERIOR CLUE(CDX)CONFORMING TO APA REQUIREMENTS FOR.WALL SHEATHING OR AS 12 INDICATED IN THESE PLANS. PARTICLEBOARD AND OSB ARE NOT PERMITTED. MINIMUM (2)MST172(ONE EACH SIDE) w/MIN.6x POSTS 10,160/ ORR POSTS NAILING IS 6d 0 6'-O.C. AT PANEL EDGES AND 8d 0 12" O.C. IN THE FIELD. ALL NAILS ARE COMMON OR GALVANIZED BOX NAILS. BLOCKING IS REQUIRED AT PANEL JOINTS 14 HOU 14-5052.5 w/MM.Bx POSTS 14,445/ UNLESS OTHERWISE NOTED. 6. CONNECT RIM JOIST/BLOCKING TO WALL TOP PLATE AS FOLLOWS: SWA SIMPSON A35 NOTES: FOR HDU2 0 NOUS USE 5/8"DIA.ANCHOR W/SIMPSON SET XP ADHESIVE EMBED 10" MIN. 0 16"O.C.; SWB SIMPSON A35 0 12"O.C.; SWC(2)SIMPSON A 35 0 16' O.C.: SWD (2) FOR HOUB&HDUII USE 7/6"DIA. ANCHOR W/SIMPSON SET XP ADHESIVE EMBED 15"MIN. SIMPSON A 35 0 12'O.C. 7. SPECIAL INSPECTION (OWNER FURNISHED)IS REQUIRED IN ACCORDANCE WITH THE IBC ON THE FOLLOWING PORTIONS OF WORK. -ALL SHEAR WALLS AND FLOOR DIAPHRAGMS WITH EDGE NAILING LESS THAN 4" OC. : MANUFACTURED WOOD BEAMS &JOISTS 1. ROOF AND FLOOR FRAMING DESIGNATED TJI, LVL, TJH, PSL AND MICROLAM SHALL BE PREMANUFACTURED CONNECTION HARDWARE .- MANUFACTURED BY THE TRUSS JOIST CORPORATION. 1. CONNEtTION HARDWARE IS BY THE SIMPSON COMPANY OF SAN LEANDRO, CA. ALL 2. ALTERNATE MANUFACTURER MUST BE APPROVED BY THE ENGINEER. PROVIDE SHOP STEEL CONNECTORS SHALL BE GALVANIZED OR BY SOME METHOD BE MADE CORROSION DRAWINGS AND ENGINEERING BEARING THE STAMP OF A REGISTERED PROFESSIONAL RESISTANT, UNLESS OTHERWISE INDICATED. ENGINEER LICENSED IN THE STATE OF OREGON. • 2. PROVIDE BOLTED OR NAILED CONNECTIONS FOR THE MAXIMUM CAPACITY UNLESS 3. MANUFACTURER SHALL SUPPLY JOISTS. BRIDGING, HANGERS, BLOCKING. NOTCHED • OTHERWISE NOTED. _ PLATES AND ALL OTHER ACCESSORIES NECESSARY FOR THE PROPER ERECTION AND PERFORMANCE OF THE PRODUCT. 3. CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE EITHER POST HOT DIPPED GALVANIZED OR STAINLESS STEEL. 4. THE PRODUCT SHALL BE ERECTED AND BRIDGED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. THE MANUFACTURER SHALL SHEATHING INSPECT INSTALLED ITEMS FOR PROPER INSTALLATION. 1. CONSTRUCTION PANELS SHALL BE IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF 5. MICROLAM BEAMS, MINIMUM DESIGN VALUES THE AMERICAN PLYWOOD ASSOCIATION (APA),.AND SHALL MEET THE REQUIREMENTS OF Fb - 2.600 PSI; Fv - 285 PSI; Fc1- 750 PSI; E - 2.000 KSI THE LATEST.EDITION OF THE U.S. PRODUCT STANDARD PS1 OR APA PERFORMANCE STANDARDS PRP-108. 6. PARALLAM BEAMS. MINIMUM DESIGN VALUES Fb - 2,900 PSI; Fv w 290 PSI; Fc-l-w 750 PSI; E - 2,200 KS 2. MINIMUM PANEL THICKNESS SHALL BE 15/32" C-D EXTERIOR GLUE OR AS INDICATED ON THE PLANS. PARTICLEBOARD IS NOT PERMITTED. GLUED LAMINATED BEAMS (CUD) 3. MINIMUM NAIUNG IS 8d.0 6" AT PANEL EDGES AND 8d O 12" IN THE FIELD. ALL 1. GLULAM BEAMS ARE TO BE MANUFACTURED, TRANSPORTED, AND INSTALLED IN NAILS ARE GALVANIZED COMMON OR BOX NAILS. BLOCKIIip IS REQUIRED AT PANEL EDGES ACCORDANCE WITH THE REQUIREMENTS OF THE AITC. WHERE NOTED ON THE PLANS. 2. SPECIFY ARCHITECTURAL GRADE FINISH AND EXTERIOR ADHESIVE UNLESS NOTED MANUFACTURED ROOF TRUSTS OTHERWISE. USE 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CONTINUOUS SPANS AND CANTILEVER CONDITIONS. 1. MANUFACTURED ROOF TRUSSES SHALL BE AT 24" CENTERS AND SHALL HAVE A 3. MINIMUM DESIGN VALUES: MINIMUM OF 2X4 TOP CHORDS AND BOTTOM CHORDS FOR WOOD TRUSSES. 24F-V4: Fb - 2;400 PSI; Fv - 265 PSI; Fe - 1650 PSI; E - 1,700 KSI 2. TRUSSES SHALL BE DESIGNED FOR SPECIFIED ROOF LOADS. STRUCTURAL 24F-V8: Fb x. 2.400 PSI; Fv - 265 PSI; Fe - 1650 PSI; E - 1,700 KS CALCULATIONS SHALL BE SEALED BY AN OREGON LICENSED PROFESSIONAL ENGINEER AND SOLID SAWN LUMBER SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL THEN THE BUILDING DEPARTMENT PRIOR TO FABRICATION AND INSTALLATION: 1. STRUCTURAL LUMBER SHALL BE DOUGLAS FIR CONFORMING TO WWPA GRADING RULES. 3. MANUFACTURER SHALL PROVIDE BRACING, BLOCKING, HANGERS. HOEDOWNS AND ALL 2. MINIMUM GRADES ARE, EXCEPT AS NOTED OTHERWISE: ACCESSORIES REQUIRED FOR PROPER INSTALLATION: STRUCTURAL JOISTS AND PLANKS - /2 4. SHOP DRAWINGS SHALL PROVIDE PLACING AND ERECTION DIRECTION TO THE INSTALLER. BEAMS AND STRINGERS - /i CALCULATIONS AND SHOP DRAWINGS SHALL INCLUDE COMMON IDENTIFYING MARKS TO POSTS AND TIMBERS - /1 FACILITATE SHOP DRAWING REVIEW. STUDS - /2 3. DOUBLE JOISTS BELOW ALL PARALLEL WALLS AND/OR PARTITIONS, 4. NOTCHING IS NOT PERMITTED IN JOISTS, RAFTERS, BEAMS, LINTELS, COLUMNS, TRUSSES AND BRACING MEMBERS. 5. PRESSURE TREATED LUMBER SHALL CONFORM TO THE AWPA. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH ACZA TO A MINIMUM RETENTION OF 0.25 POUNDS PER CUBIC FOOT BY ASSAY. ' 1----- 6. NAILING SHALL BE WITH COMMON NAILS IN CONFORMANCE WITH TABLE 2304.9., 2006 IBC UNLESS NOTED OTHERWISE, c 1 „,1 7. PROVIDE STANDARD 3"X 3" X 0.229" STEEL PLATE WASHERS UNDER ALL INTERMEDIATE ' ANCHOR BOLT HEADS AND NUTS AT THE SILL PLATE, USE STANDARD WASHERS FOR ALL `° OTHER BOLT HEADS AND NUTS IN CONTACT VITH WOOD, u.) CO '� r; Tyy t 4 r T 1 m ` I i r / � j I " TTI CI /-I _.,j Ci)m x fr III�II a • OOZ O yA° G)m -<OT i_� COPYRIGHT2018 OAK TREE APTS. REPAIRS (� 0 JAS ENGINEERING. FINNMARK PROPERTY SERVICES LLC 1419 Washington St, 1 'ImSuite 100 I6055 SW 108TI1 AVE, ►--' Oregon City, Oregon 97045 DESIGN BY: JAS TIGARD, OR 97224 l Work:503-657-9800 m DRAWN BY: DAS Cell: 503-449-3080 JAS PROJ.NO: 17-069 8 Andy@jasenginc.com , ISSUE DATE: 4/09/2018 L) 0 r` 2x4PT E 2x6 v) rn� ooo ° CEDAR m rnM co O - d •5,m , 2x HANDRAIL co o g r. .© (E)2 x 1LEDGERz � N O — 73 �, � ADD(2)-Y4"0 x 33/4" 1 (2)-Y"0 x 5" u) O U Q CONC.STEPS TITEN SCREWS @ 12"OC ih SDS SCREWS • 6"RISE& 11"RUN ti (3)TREADS ir Z 13^TREX DECKING 4 x 4 PT 2 x 4 PT IN POST z - / '' 0 vr 2x2@5"OC —A,J, 11111% Z (TYP.) Z D > .001 a a N >.y a SIMPSON 4 x 4SPT / DTT2Z a EA.POST 2 x 12 PT @ 12"OC 1Y2"TREX DECKING TO SOLID J — a BLKG. —i a N SIMPSON LUS210 U (REPLACE DAMAGED HANGERS) j CZ a (E)8"CONC. )( W 1- Q ,r RETAILING WALL CV N Y2"0 A307 GALV.ANCHOR BOLTS — - 6 0 �O 7"MIN EMBED - _ / Y 0 GALV. A307 BOLT, NUT Q E 1Z 0 2 x 12 PT @ 12"OC SIMPSON &WASHER(TYP.) W A35 w 01 IL 2x SOLID PT BLKG. EA.SIDE 2 l cZ @ EA.POST OF BLKG. Ne z 0 Q , V LRQ _zu NOTE NOTE 14 0 u- — ~ PROVIDE END TREATMENT PROVIDE END TREATMENT N cv"�`9 '' �.3-) °o FOR ALL CUT ENDS FOR ALL CUT ENDS eE 2 OREGON _.,� N W o BRIDGE JOIST TO LEDGER & POST TO CONC. RAILING POST TO BRIDGE ,, aG = =Z Z Cyj a — , a n i n ` Ow '� r j t U 5 m m Q 5-3.1 1 - 1 0 S 3.1 1 = 1 0 .y BER i2 >-W 0 3 a 0. W . 4/VDREVNI Po O- o 0 -'N 03 -�/f7�" ;_7'S , 1-6 SHEET TITLE . 1'.1?)_Lb BRIDGE DETAIL SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR 11"X17"SHEET FOR DIFFERENT SIZE ACCORDINGLY S-3.1��. in NI0 0 °' Eoou8 r;;"----:-1.,"''') 7 , o i ± Orncn Uy , .3 6 7t4G"I C '',;›''':.':?-\ :-E >"? 't cp ; \ll 2002 *1- it i \ cD RI: V ►,'1_- / 2x6 . co050 < CEDAR I o OREGON 1,w„ i(3) Y4„0x5” N � G��� `� �� , 0 SDS SCREWS ER ,/` INTO POST 4NREW '� ig e e 2x HANDRAIL _ � -- � =� zjp Ld?A ( MO 2x4PT M I- 1.5,'W) _ I z e e N , alli z ims (3)- "0x5" 2x4PT SDS SCREWSY4 / INTO POST 2x6 (E)10 x10 CEDAR POST SIMPSON A34 TOP RAIL TO POST U \ 2x4PT `_ N W (3)-Y4"0x5" ZO'4, 0 SDS SCREWS z W 5 j oz U) w Co s Q > 2x HANDRAIL fairC = N 1A (3)-Y4"0x5" Uj 0 SDS SCREWS I- cz O 2x4PT wNn0 (E) 10x10 Q Z O C POST OIL C9 1` CO S o NOTE RIGHT VIEW 0.z Q o PROVIDE END TREATMENT N w a FOR ALL CUT ENDS I-LLI CU 2 z m m z a �z z z z o • >-w 2 a w 0 U-,< w 0 O g h CO RAILING TO (E) POST SHEET TITLE: S-3.2 1" = 1'0" BRIDGE DETAIL SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR SCALE11"X17"SHEET. ACCORDINGLY S-3.2 FOR DIFFERENT SIZE SHEET.