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Plans '"-?2,1.a...... . . k---,, ==: ir+11 G4s ANORE YERRACE APARTtmeth (PROJECT., INFOi,lIHTION D7S'TRICTS ipst`' Outline Spot cations -.-_ 7, PYtt>$B GRADE NINIMUY 21 AWAY PROM BUILDING FOR 3'-OT: (( - s SCHOOL DISTRICT.- TIGARD' TEMP3.RTON ELEMENTARY • • .). :.%'� a „ DISCHARGED TO APPROVED SYSTPM. ' 1. Parking areas.and driveways will have asphaltic.concrete L�SITE ANSA-_.___: ..__21.1.266 S.F. 4.85 Ai.2tL+5 , y... .i1 % } 2. 'P7dEIBINf:WALL IN ALL BATA A00[IS SHALL.NAVE.2X6:STUDS. paving With square tap..extruded concrete curbs. ( BUILDING AREA (GROUND) -- 31.,218 S.P. 14.781 _I. TIGARD H1C•if SCHOOL � _.. .; d. PEOVIDE POSITION CRAM,SPACE DRAIN ON ALL BUILDINGS. • , WATER DISTRICT -CITY OP Tll,GA2, ORRCUN H,'� r 1.� t j •,k" :' ,..; ., .„2 2, tandsca i ORSVENAY i DARX3NG -- 59._#3, 5.F: 2tl-33 t •Q' rt_ �•.., , • i :._ _. ;.. 5• TRUSSES IN ALL BUILDINGS:SHALL HAVE WIRD 11RACTAtC: II itq: Air aromas around the bu4ldings will be.god=grass `y�I)q ,l. � i tt PARR OTSTRICr - WASHINGTON CWtYPY FIRE DISTRICT 41. i „_/. _•+�� ;..: . 6. ALL WINP 2DOWS 501 PIRABLE. AND PARTY NI[LT.EVERY IO'-0" ITYP1. att�";areap around the buildings to be planted will have:shrubs. t LANDSCAPE/OPEN AREA 120..613 S'F' - 57:094 -. _ 4•- 6. ALL WINOOWS SOUR OPERABLE. ofanNppropraite size and varieties as Ihna'n on the-laldscalw'. PARR DIsTR1CT CITY OF T10 RA D, OREGON PARR DISTRICT' +__ ,..'%)ryi VI ' • a. BATA VENT 50CPM'EXHAUST FAN, VENT TO OUTSIDE WALL. plan. , : / `. 1 to y;1s1 -- i.'loam IYTAL BUILDING AREA- 7s,456 S.F. n' r--, . 3. Concrete: Concrete for foundation walls, footing slabs, platforms PUBLIC UTILITIES ' n�,rilr D.i "'-Hill P1IMmB t t • e. ,,: .I AM. ,1p �'T��HO2 AND.nerTF DOUG PIR.ND MIL=WILL HE and walks will.be 2500..psi. Structural slabs:shall be 3000 psi. ELECTRICITY - e 10. ALL ALILUING AREA - PORTLAND GF.NRRA7:EI,P.CI'RIC {, - _ lt 1i�-. ' • R-: unaware ms la saw LDae 7� . 4. Roofing: Hoofing.shall be 235xb. C - -" L u I . yatw��mp,- eta{ :.- - - Composition Roof Shingles. GAS - NORTHWEST NATQRA[.GAS COMPANY MAW Sett S. Sid in Aiding BUILDINGS [9).. 94 U13115 19+ UN1T5/AC .h TTI.1R IN I.DE NTN 701118 9, lay shall.be L.P.LPInner Seal Lap Siding installed TELEPHONE - j)QMJ AL.TELEPHONE ( �_-- j '--1 Lffi�"PIgE 2516.t0C-85 t>t'IIT$PIIaJ in accordance wish the manufacturers recoveendat3onsIADNbRY-MOONS- 2-UNtT'S ' OTIiFR - fX)MEuT[C'NATER: ('ITY OP TIGAND. i 1 /22s'` �r 4001040. ,mem=or,oto-eat MANNAL �'1Mi IM ,LYP51.M 1WI.AyYN + 6 sHoorsod Hardware: All axteti.or entrance doo;9 xhall lx metal . ' �'lI"� •., }y EQIIrPMhYPY ROf7F1------- I UNTTSANITARY SEWER. CITY OF TIGARD pioititkpo. en - il, •'3'> tall''!DTERIALB.*yr BE MING'WeATIOnEs Pa01ca erect wood_ Interior doors shall.be six panel wood. p OFFICE ----- 1 UNIT 1 .�_s.^i6'a""�` �(, �r Q A.T ar lye inuo P[IALtC TRANSIT -- . Joe ? 3.9 AT em MO All doers Shall be prfshung with finish of door'butts to lx!.the - --_... ....___ ,--� �. ✓ �_.. ` !N'T�14X71 {78 MORi INN 152011R'OP MUL. I -S ' same as the finish of the latch sets.. Trim hardware shall be BUILDING'A" TMU STORY -- 121 BEDROOM-I DATFI NEAREST 00$ - TRI-NUT BUS ROUTE:111 ' 'I i • a.ie Au,D Tip!>y mo cornr:AL 00 tY➢Y7RI 000, SGhlage'Pm series or comparable. . +++rrr; / BUILDING "8' ...TWO STORY___-__. 12 I BEDROOM-1 BATH NOVTE AND STOP BUS ST01' AT RING.CITY'PLAZA 1 lf' $al..N , 1#. m'AQ0 80�.A6 coax AT BOkYI'IR• 1. /._.._..• IIg • 7. Windows: All Windows shall be aloWInum as manufactured by BUILDING "C" .TWO STORY 4 --1 Bannon[-I sATU. ALL> ULL'P dRlDlla.i.SNAIL MOM 8-17 IN R1�M[I5: M?}geld:Manufacturing, Inc..or an approved equal. Exterior trim, ( -9-.13-1F--":04 ~� O. Z }p. • ,•• IQN our imuma•slava,HAVE 11-11 IN T E AMIE ` around vIndors shall be radar as detailed. BUILDING D"-'E"-TiW)STORY8 1 BEUROUM t OATH. "' w... ALL 1WONE tour BIIIIDII�0144.tAVE R-13 IN THE/1514,_. 8 Drywall: All wood stud partitions shall have:gypsum Wallboard BUILDING F TWO STORY 8.- 2 BEDROOM-t BATH fL VICINITYMAP • CC O O EBOI!%N UNIT SHIDDIO SHALL HAVER-13 1N 18 utas. with e-splatter finish. Ceilings to be similar. BUILDING "G• 'THREE STORY---- 12-- 2 BEDROOM-1 BATf3 •-. -\. N.T.S. 66+ 0� ATE WADDl�818111.MEM R-l9 MOM(VIE FILER All)MIMI=MUG ___ - Q Z MD R-36 IN se MI C. 9. Resilient Flooring: Floor covering shall: be sheet goods as mans- : BUILDING 'fl. TRREII STORY---- 12 2 BEDROOM-2 BATIK y. x:. n ,,,,.-.,,a 15 BYIm rat ALL KINDS SHAtL re 354 8 IM D.C... factored by-Armstrong or squsi. Base shall be:vinyl in kitchen 1}� 4 " 4•. All,Q 15111 T[OX 58814.AE Al AUILUING.'f'-- STORY IA.- 2 BEDROOM NATN. # !,•ma +i fi 16 RW,XIIam AY 2077-AS 101TTQ). and bath. .A C trs. [, ��n W 0 10. Carprt shall be F.B.A. approved. TOTAL UNITS---- 94 COI-LLI ..:-. W Z CC W3 O 11. Paint: Glidden orae approved equal of types for locations to MARRING 94 CARPORTS used. 47.OYRN 3 I FRAMING: 12. Appliances: All appliances:I range, refrigerator, dishwasher TOTAL 111�STAI.L5 ,�I)I. L �U Xi x.54 10110 MOOED MU15 ME) LOAD-BEARING MOS IR THE and garbage disposal shall.be General Electric.or Hotpoint. ZONE----- -----R-25 W (•• 3- 'EIaR'PIRh[[B.F,RP1[G JX2t- t(, - FIRST STORY OFTHE THREE 1.3 Electrical, Work shall be Installed in accordance with the TYPE V N.GROUP R-1 Ci r y may[ f(/':: E f - will 0 Z AIMING SF,]-D�1 - STORY BUILDINGS SWAM BE Natiasdl ElectriGhL Code. ' ffitiM atom '' FRAMED WITH 3"Xd"OE TAX LOTS 800-900 --- S.W...DURHAM ROAD _y ;7151 a8tT�fAt6 MST BE LB[N[430 .2'X6' STUDS SPACED HOT l4. P3 umber fixtures shall be:Amcricao.5tandard.-or Kohler. . NN elw•tsD,9f' i 3 1 { `1 a: a': 'y I. ?^� r Ara.T100R N0 t3ILM;I2VEf8. NDRE THAN 16" O.C.. _ _ ,f" �>i_ 4w,`a o rt; U .J EI8N�Q6 IE'DtfB PRlO T'IGAAU, ONECi)Na. s I.€ "++= y1 y lfDismdent0 1O/cant70RlH / 1.y_ 4Ml1*0`PU1®G,MO OIMAR SDO- THREE-STORY BUILDINGS: .. e( ari� iiia N'i •as UMW Ma61,r EN WOW HUILDINGS "G", "8"AND ":1" •,1MD1 wet 180RQA15 SHALL.RA ONE-HOUR TRROOGH- CEOAL DESCRIPTION ��� r�1� "/ `� '� I M.70 OF)E'• I15B 5/8".TYPE 'X',GYP s t1 t t the north...vet me f the:We to st Ova t r e( LW)p) iT EE,YLsD 'PDAC f ' MEADS 0 FIS•- BOARD SE ALL EXTOtQIR WALLS. ane ! II Township::2 s th Mange t Peet. eil•we h rI t I ®®`® � `� �� moi, �'',�� f pains SO fest County, Omen thenceNorth er 11' Eget 1101(tat 105- O ` mEy.4s31 ,,I FdsR SP�IU:- paint SO fes tontCof t the no thwtt eorser I Lot 26..WALLOW 81604:' ' 9 Y tgdnt 15 southerly 443.2 feet:- �^., SIM�i IHQIADC`IttER H- the tap rly 242.B1 feet to: point nth r aterly H.et Rhee ®� �h t • tract described i deed recorded J Pg$ 0 fj,:,,.. ' O y 20 1f 62 tnseek 155. Inge ;1E1'Mos AID VAPUR maim 316 (messescr Wm hi q o county. Oregon: th a Northerly aloofOgt a M MBIQ�MtlI TDI'1N.tIY4lwLR'Atigfy IyN� wed r Yte iy LI '6f S test to the south'ii (•ltd-Lot Y26, d " y8 `, Y INpM �.�Qf11TD ARE the s wthea t leer et thee tract vexed x of•41:C. tu24, ee emt A Z 6y d and rwaraed In Boe4 163 Page lea Record E NaehipgtOh County al" , t ,` LLi ' y �9ER/CE'Q:'DB�•�' (� Oregeh) tAYn We tally 1 nq maid 8 mks#With 11 fli.JS Esse to � = � � � � • `w � T�y�, m C#BE WAY$ MUST HAVE A IV ORTFi tA.souther L z:of aid avzk.a este Lh n N rtaesly algp the O mit �i T71WN<.BPRISAOfRAY111G�*NOT West line at id Burke tract 177.2 (eat to the North line et laid { TO EXCEkD 25:MID A SMWIE.E)Ef.^ Lot 26: thence Wensley along the North line of said Lot to eh* ep rM VIDARM Urt ctMsIP[cmtoo OF point et.beg-liming.: f a 3 No..ti ,, •,t :NVT.CREATEN THAN �SS'AB MEA - t 'h 11111, �.. 6UR®ON TEE$TEINER TUNNEL - ..-` M1 TEST SCALE REFERRED'PO AS- I I `• ! "� �•' qx ' •) USC.NTAN[Utl[D:.WO« 42-i.Utf2. _. .«. a • a )-•=4 Sk --''',,. .4 k 1��: F�� �, T ';� WSII . 4 .• 1f.EN?T z. �. OWN. S • 'J'f, "'fro< • [^.rGh•: , ` 12 •1.BED OM. TBAIN a ® a• 704. • I ml: •�? •KKlQi LU I ' -� . t /,,,..,••'''' 'o � . Dm"ts JusJ 1 • • "-\\,, , `� f NIP BaPTtO'-YANK i' I. -.-4,---..--- � / id' , 2PY � r • \.� ✓ / "J°p. iK424.11t•now , ate �, • Z r M414 4511 7 e� e \• , 5 \ .. • EXEHC)SE I , ll 110 7 ) �, dt yc �OpI:,�I d' - > 714411 lL ;, e I 81 .. » _... I. .FOUL ;......, ( 1 I..( i r' '. }�:. j SIN NI• B.fab N d (1:3) 1 w a ‘4.1'711111\11\1\!\,\:11:,\‘'''''':\\\\\\O ''' ''.7:1 : I . L. (.7. MP r RR 1 Wi.SPICE .1111 11. w o aI , t�,t�• q¢ d,f.:5Amtik,,,,,li -.� ; i..:� reit)" 'D' 9 m yMilimi ,,,,, . „... Y .., �•` • 'if:,^15 ROOM iii I . : ri .3• � ,,,, ; ...�. 7 • ............. .. . . , , _,„_, . • .,.. .. . . , .. *':.1%I• t P ''''.1-'''' Ysa.os: INDEY - •.1574 - EI.EVATTON6 i SECTION -01.DG ?'.U, 4 'E" '',,,,,q,:',: ) e . ` ,, \,,______ CORNICE i RAEB DRTATL SCREEN DECAL S; - '.A l -SITE,PLAN.- LEGAL i PROJECT SNFORMATIOR 1515 -SEI EVATTONS i UNCFION-BLDG .O. ...TRUSS ECTI,,,y� UTWTY A 2 -BUILDING AND PARSING LOT LAYOUT `9"'f q+ • A 3 -DNAINAGE PLAN- RRTAIN2NG WALLOR'PAILS '.1516 -ELINATiONS a.SECTION- BLOCS 'H^.6 'I' AMCMOA YOLt4 6:I ';. SITE-: _ A# -]'YPTCAL APARIWHNT UNITS -1iCIIEDULBR ' `L 1 - LANDSCJIPE PLAN Q _` < • 0 • A#.l -OYPltE ELAN ANO;ELEVATIONS - itlllLlteL'.=18TA3LS Q A 4.2 -CABINET DErAILS L d1 '� C I WATER PLAN > ETAIL$... BAY WINIIgW DETAIL i•.,17 W.. a A 4.3 - RNA TREATMENT U C 2 ".SANITARY BEIIEIt PLAN S ( ' A"-'-F _..... C:3 STOPM DRAIN PLAN �Ioie TWO STORY STAIR DETAIL s 1`- 'i 'X" P a..;5. A 4.6 - THREE 3STORY STAIR DETAIL - E1 -:11111 ITE RLNC`TNICAL s } L1A, ,.r_. :<D'F... A S - FOUNDATI'ON 4.FRARING PLANS- BLDG..'A". $ 2. -UN TEtB.CTEICAL . iP LAUNDRY 9.0DM" EXCF.RISF. a EQUIP• ROOM'; , A 6 - FOUNDATION 6 FRAMTNG Pl ANS BIDGS 'B` i `C' A 7 FOUNDATION A FRAMING PLANS -BLOCS 'D' i 'E" ''a .' FOUNDATION Uk-1'1511.5 - � w "`-" A 0 - POUNDATALL i FRAMING PLANS - BLDG "F' yy ''.,� ✓ PARTY WALT, i FIRE WALL j . 111 Y.. ,,f' ... A 9 FOUNDATION a FRAMING PLANSBLDG. G' All - FOUNDATION.i FRAMING PLANS BLDG. R' - " t1 ' AI FOUNDATION 5 FRAMING PLANS BLUE I" " w Al -ELEVATIONS i SISC7ION-BLWh A S B`" • tS i�.[�T�y� �'(} �(�Y�j M Al! ELEVATIONS i SECTION 01,005, 'C` 6 'F" "' i i `ST• ;•••( `•c . . - - -..r,e ��• WINDOW DUTATI.S-CORNER BOARD DETAIL .... .a. 9- T VALIDITY OF PERMIT THE ON CONOSTRUC ION BASEDED OTHER DOCUMENTS AND DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRINGFRRORS. O O OF C 1 r,:, OFFICE COPY CITY OF TIGARD REVIE D FOR CODE COMPLIANCE PP A rove l OTC: [ I Pcrt#: ,Rc f I R- no a) C rr Addmiress: j n 4R(14 7 8 S� .., u r h ��• (`ci Suite#: By: Date: >-1- j 9 SUBJECT TO ONSITE REVIEW Lo c) jul, 23Zung E 0 2x4PT 2x4PT c N rn Q c' W/2x HANDRAIL W/2x HANDRAIL t,. s o 9 M c ATTACHED ATTACHED ; c .. - v aci L 2x4PT 2x6 �_ 2x4PT4x4PT I!. '©,, T2x2@5"OC (E) RLING REMAINS 2x2@5"OC (E) RLING REMAINS v .5 a� UNCHANGED HEIGHT HEIGHT --_ - - - _- - - - 42"MIN ��' _- � _ _ 42"MIN �i� - - - �� .•/ ' 2x4PT C' 2x4PT . . \ .. rrr c,- __ — -- iSZ L10'-2" 4'-4Y2" 10'-2" 4'-41/2„ V SO PROpt•n ELEVATION CONFIGURATION A ELEVATION CONFIGURATION B s bIG1Nz- . v/", 0 -' J " 188 t! Ei w ON co > 4. (1 . itz- ,� ' Y4, 418ER 12' ,4: N u_ q�D _ Ski 2x4PT2x4 PT 7ti W/2x HANDRAIL W/2x HANDRAIL I �� p-o-' OW w = N ATTACHED ATTACHED 4 ~ N 2 x 4 PT 2 x 6 �_ 2 x 4 PT 2 x 6 �_ i'�V `b RAILING CEDAR RAILING CEDAR (L HEIGHT HEIGHT W O 42"MIN 2 x(T@P>OC (E) RAILING REMAINS 42"MIN 2 x Oc (E) RAILING REMAINS W I_i UNCHANGED UNCHANGED cz < 4x4PT �]-L} - - - 4x4PT = L - _ - ,NQ z on POST _ POST O co C� . , oma _ _ = < <•— .—_ � _ > > > � O _ N — 1 °0 z E Fe I-w z I 10'-2" 4'-412" 10'-2" 4l-4�2�� tii ' >- m o a >W 0 z w � a w O'QCT3 QQ -' rn Q W ELEVATION CONFIGURATION C ELEVATION CONFIGURATION D SHEET TITLE: BRIDGE ELEVATION PLAN CONTRACTOR TO FIELD BRIDGE ELEVATION PLAN SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR VERIFY ALL DIMENSIONS 1/4.. = A�4y. 7" S-2.1 1 11"X1SHEET. SCALE ACCORDINGLY S-2.1 FOR DIFFERENT SIZE SHEET. In 0 0 rn E (E)2 x 12 LEDGER 1 (E)2 x 12 LEDGER 1 !n o 0 000 0 REPLACE DAMAGED S-3.1 REPLACE DAMAGED S-3.1 0 c0 o• • 4 x 4 PT POST HANGERS WITH (E)10 x 10 POST 4 x 4 PT POST HANGERS WITH (E)10 x 10 POST O) 0 r 14 .� (2)IN THIS LINE SIMPSON LUS210 / (2)IN THIS LINE (2)IN THIS LINE SIMPSON LUS210 (2)IN THIS LINE ° w'9 1- c) XXO) a) O)- > Ala .1 c OG 1 1 4 /11: _ coo ,_) c _ coo ......• 0 UP " S-3.2 Q ,UP S-3.2 c, -� � N +ry SIM. N_ N . 0 0 0 (10) DN Q1 9 DN.4----:- <2 d 41' iii DN >DN gi b.. le '. \ // 2 • 2 ova R as z/ X S-3.1 S-3.1 RETAINING WALL 1Y2"TREX DECKING RETAINING WALL 1Yz"TREX DECKING RQ, U 10'-2" 4'-4Y2" 10'-2" 4'-442° ;����GI C9 i° V' I,8 Nillir\ ILIU FRAMING CONFIGURATION A FRAMING CONFIGURATION B ► 1. w� OREGON o DC (E)2 x 12 LEDGER (E)2 x 12 LEDGER 1 1 NDR�W S 0_ F- < REPLACE DAMAGED REPLACE DAMAGED S-3.1 S-3.1 �, r N HANGERS WITH (E)10 x 10 POST HANGERS WITH (E)10 x 10 POST 12E,� JCPI " '`.10. D�p F- nJ SIMPSON LUS210 (2)IN THIS LINE SIMPSON LUS210 (2)IN THIS LINE '`6-tam O Xx i/ AI - /*N12) ilk . OG W sz 0 ci -�uPS-3.2 Q� -uP NL z p Q ®SIM. ti° SIM. ,�° �4O F=r. NN • -r _ a ^ 03 . W 4V W a) O .. el,, O L0 DN >DN Q o N Z O �z • c • 2 N O • S-3.1 i z co z & / aw 0 a w E 8"CONC. / " O¢ w ve ¢ rn (E)8"NG 1Y2"TREX DECKING ( ) RETAINING WALL RETAINING WALL tYz TREX DECKING v ❑ ❑ SHEET TITLE: 10'-2" 4'-4Y2" 10'-2" 4'_4Y2" BRIDGE FRAMING FRAMING CONFIGURATION C FRAMING CONFIGURATION D PLAN CONTRACTOR TO FIELD BRIDGE FRAMING PLAN SHEET NO: VERIFY ALL DIMENSIONS /4" = 1'-O" SCALES HEFT.NOTESOCALE EACCORDIWINGS RGE FOR S-2"2 11"X17"SHEET. SCALE ACCORDINGLY FOR DIFFERENT SIZE SHEET. • STRUCTURAL NOTES . GENERAL STRUCTURAL NOTES REINFORCED CONCRETE (WOT \/! E.t) 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM 1. CEMENT: ASTM C150 TYPE 1 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 ACORDANCE 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 - 1000 PSI 0 28 DAYS. SLUMP SHALL BE 4" +/- 1". 3. THE CONTRACTOR SHALL VERIFY AU. 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 )1%'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 QUAUTY 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 AU. 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 8E 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 NO'fATTAINED 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: -?SF 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE". CONCRETE TESTS SHALL BE'MADE DI. 40 PSF FOR EACH 100 CU. YDS. OF CONCRETE PLACED. LI. _. REINFORCING STEEL ROOF LOADS: S PSF 1ARS. ROOF DL * 1 5 PSF 1. REINFORCING STEEL: ASTM A 615 GRADE 60 DEFORMEQ,S ROOF U. 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, Cs 1.0 3.. REINFORCING STEEL LAP SPUCES NOT OTHERWISE INDICATED SHALL BE ACI STANDARD SNOW LOAD IMPORTANCE FACTOR, Is 1.0. CATEGORY II CLASS 8 IF SPLICED AT THE SAME LOCATION OR CLASS A IF SPLICES ARE STAGGERED THERMAL FACTOR, Ct 1.2 BETWEEN ADJACENT BARS ONE LAP LENGTH MINIMUM. WIND 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, 1w 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 CROUP I SPECTRAL ACCELERATION, Ss N/A FORM WORK. SPECTRAL ACCELERATION, 51 N/A SITE CLASSSITE 1. CONSTRUCTION, SHORING AND BRACING OF FORMWORK SHALL BE IN ACCORDANCE WITH CLASS D SEISMIC DESIGN CATEGORY, SOC CATEGORY D 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 CONCRETE ACCESSORIES 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 CYLINDER 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)cfrf V66-9) 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 TIGARD, OREGON 97281 • PORTLAND, 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. (541) (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 01.1 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 ANDA COEFFICIENT OF FRICTION OD 0.30. , - EPDXY AND EXPANSION ANCHORS INSTALLED IN CONCRETE 5 GRANULAR FILL: 3/4" OR 1 E MINUS CRUSHED AGGREGATE BASE AS INDICATED.OF SHOP DRAWING SUBMITTALS " UNIFORM GRADATION FROM COARSE TO FINE IN ACCORDANCE WITH SECTION 02630 OF THE C TRUTURAL STEEL STATE OF OREGON, DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR __ SS UCTU CERTIFICATIONS FOR STRUCTURAL STEEL, WELDING RODS AND BOLTS HIGHWAY CONSTRUCTION". GRANULAR FILL SHALL BE PLACED IN UFTS NOT TO EXCEED 8" LOOSE MEASURE AND COMPACTED TO NOT LESS THAN 95% RELATIVE COMPACTION AT - MASONRY AND CONCRETE REINFORCEMENT OPTIMUM MOISTURE CONTENT +/- 2%AS DETERMINED BY ASTM 01557. -- MANUFACTURED CERTFICyATITRUSSES MASONRY BLOCKS, GROUTING AND STEEL REINFORCEMENT E 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. I o 1 E 7. NO BACKFILL SHALL BE PLACED BEHIND CANTILEVERED WALLS UNTIL THE CONCRETE kl ','Nr, c K HAS ATTAINED 10071 OF ITS SPECIFIED COMPRESSIVE STRENGTH. -0 .:*.,2...,`:.:-.\11 m=i 8. COMPACTION TESTING SHALL BE IN ACCORDANCE WITH ASTM D2922 • . ( ' ` ; 0 r I� O • 1 � ? 'i =mV % \T`" y COPYRIGHT2018 OAK TREE APTS. REPAIRS ® JAS ENGINEERING FINNMARK PROPERTY SERVICES LLC 1419 Washington St, � m m , 16055 SW 108TH AVE, Suite 100 $ Oregon City,Oregon 97045 z -I .DESIGN BY: AAs TIGARD, OR 97224 Work:503-657 9800 �^ DRAWN BY: DA5 Cell: 503-449-3080 CC '- JAS PROJ.NO: 17-069 Andy@jasenginc.com f C ) ISSUE DATE 4/09/2018 • • 0 DESIGNATES Trim SHEAR PANEL CONSTRUCTION N° 5 4 SHEARWALL SCHEDULE • MARK SHEATHING FASTENERS •EDGE 0 FIELD ANCHOR BOLTS SOLE PLATE NOTES A 15/32'CDX 260//FT, COMMON NAILS 6d 0 6"0.C. Bd O 12"0.C, 5/8"DIA. 0 48' 0.C, 3-16d 0 16"0.0. w/3x3x1/4 PLATE WASHERS 0 A.B. B 15/32'CDX 360//FT. . COMMON NAILS 6d 0 4'0.C, Id O 12'0.C, 5/6"DIA. 0 16'0.C. 3-16d.0 16"O.C. w/3x3x1/4 PLATE WASHERS 0 A.B. • C 15/32'COX 490//FT, COMMON NAILS 6d O 3'0.C, Id O 12'0.C. 5/E"DIA. O 24*0.C, 4-20d O 16"0.C. w/3x3x1/4 PLATE WASHERS 0 A.B. IN Tx SILL PLATE_ O 15/32'CDX 640//FT. COMMON NAILS Bd.O 2"0.C. 6d O 12" 0.G 5/6"DIA. O 16"0.0. 3-20d O 6"0.C. w/340/4 PLATE WASHERS 0 A.B. IN 2x SIU.PLATE (USE 211 ANCHOR USE 2x NAILING BOLTS FOR SWREQUIRED 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 HOLDOMN TYPE 64 Of �51>) STRUCTURAL PANEL NOTES (N0'1' VI5 Er)) 1. THE LOCATION OF REQUIRED STRUCTURAL PANELS HAVE BEEN NOTED FOR CLARITY. Q HOEDOWN SCHEDULE(SEE NOTE) 2. ALL EXTERIOR WALLS SHALL BE OF TYPE A CONSTRUCTION EXCEPT AS NOTED OTHERWISE. MARK .. HOLDOWN NOTES • A SIA SHAD HAVE 2-INCH NOMINA.FRAMING ANO SWB, SWC A:SY: SHALL BE BACKED 1 MST 37• w/MIN, DOUBLE STUDS 1,725/ WITH 3-NCM NOMINAL OR WIDER FRAMING AT ALL PANEL EDGES. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY.UNLESS OTHERWISE NOTED. PANELS 2 HDU2 - SOS2.5 SSTB 16 13"EMBED w/MIN.DOUBLE STUDS 3,075/ SHALL BE INSTALLED ON STUDS SPACED A MAXIMUM 16"ON CENTER. 3 MST 46 w/MIN. 411 POSTS 3.215/ 4. HOLDOWNS OCCUR AT ENDS OF STRUCTURAL PANELS AND SHALL FASTEN TO A MIN. 4 HDU4- 5052 3 SB�ft24 16" EMBED w/MIN. 4x POSTS {,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 HODS- 5052 3 SB�ft24 16"EMBED w/MIN. 4x POSTS S 643/ SOME METHOD MADE CORROSION RESISTANT. UNLESS OTHERWISE INDICATED. PROVIDE BOLTED OR NAILED CONNECTIONS FOR THE MAXIMUM CAPACITY UNLESS NOTED OTHERWISE. 6 MST 60 �/MIN, 4x POSTS 4,600/ CONNECTORS IN CONTACT WITH PRESSURE TREATED W00D SHALL BE EITHER POST HOT-DIP GALVANIZED OR STAINLESS STEEL B HDU6- SDS2.5 SSTB N6x 36 29"EMBED w/M , POSTS 7,670/ I- 5. WOOD STRUCTURAL PANELS SHALL BE 15/32'C-DJATERIOR-TYPE BONDED WITH 11 HOUTI - 5052.5 r SBIX30 24"EMBED w/MIN.Si, POSTS 9.535/ EXTERIOR GLUE(CDX)CONFORMING TO APA REQUIREMENTS FOR WALL SHEATHING OR AS 12 (2)MSTI72(ONE EACH SIDE) w/MN, Si,POSTS 1Q160/ MR POSTS INDICATED IN THESE PLANS: PARTICLEBOARD AND OSB ARE NOT PERMITTED. MINIMUM NAILING IS 6d 0 6 O.C. AT PANEL EDGES AND Sd 0 12" 0.0. IN THE FIELD. ALL NAILS ARE COMMON OR GALVANIZED BOX NAILS. BLOCKING IS REQUIRED AT PANEL JOINTS 14 HOU 14-5D52.5 w/MIN.6x POSTS 14,4450 UNLESS OTHERWISE NOTED.- • NOTES FOR HOU2 IL1tDUS USE 5/6'DIA ANCHOR W/SIIAPSON SET XP ADHESIVE EMBED 10"MIN. 6. CONNECT RIM JOST/BLOCKING TO WALL TOP PLATE AS FOLLOWS: SWA SIMPSON A35 FOR WWIa HOW USE 7/6"DIA ANCHOR W/SIMPSON SET XP ADHESIVE EMBED 1S"MIN. S 16'OC: SWB SIMPSONA35 O 12"O.C; SWC(2) SIMPSON A 35 0 16'O.C.; SRO (2) SIMPSON A 35 0 12"" 0.0. 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. CONNECTION 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 UCENSEO 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; Tv x. 285 PSI; Fc-i•• 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; Tv • 290 PSI; Fc-1-- 750 PSI; E - 2.200 KSI 2. MINIMUM PANEL THICKNESS SHALL BE 15/32" C-D EXTERIOR GLUE OR AS INDICATED • ON THE PLANS. PARTICLEBOARD IS NOT PERMITTED. GLUED LAMINA 0 AMi( IA) ' 3. MINIMUM NAILING 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. BLOCKII ; 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 bA UFACTURED 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. 24P•-V4: Fb • 2;400 PSI; Fv • 265 PSI; Fc • 1650 PSI; •E • 1,700 KSI 2. TRUSSES SHALL BE DESIGNED FOR SPECIFIED ROOF LOADS. STRUCTURAL 24F-VS: Fb x. 2,400 PSI; Fr x. 265 PSI; Fc - 1650 PSI; E - 1,700 KSI CALCULATIONS SHALL BE SEALED BY AN OREGON LICENSED PROFESSIONAL ENGINEER AND SOUR 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. HOIDOWNS AND ALL 2. MINIMUM GRADES ARE. EXCEPT AS NOTED OTHERWISE: ACCESSORIES REQUIRED FOR PROPER INSTALLATION'. • 4. SHOP DRAWINGS SHALL PROVIDE PLACING AND ERECTION DIRECTION TO THE INSTALLER. STRUCTURAL JOISTS AND PLANKS - /2 BEAMS AND STRINGERS - /1 CALCULATIONS AND SHOP DRAWINGS SHALL INCLUDE COMMON IDENTIFYING MARKS TO POSTS AND TIMBERS - /1 FACIUTATE 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, IBC 6, NAIENG SHALL BE WITH COMMON NAILS IN CONFORMANCE WITH TABLE 2304.9„ 2006 r W_ UNLESS NOTED OTHERWISE. ,X 7, PROVIDE STANDARD 3-X 3' X 0,229" STEEL PLATE WASHERS UNDER ALL INTERMEDIATE7}7°L ANCHOR BOLT'HEADS AND.NUTS AT THE SILL PLATE, USE STANDARD WASHERS FOR ALL 11••;1"'/:':',Y OTHER BOLT HEADS AND NUTS IN CONTACT WITH WOOD, Imo'i;' p co _,\ fit ,,,,, „. ..,,,,,.. .,, mm CG t ' z. ,,,,,,4, _ , \,..,,. .,..„ _ .,,,e' mog P8F 6. o {Tp A LA COPYRIGHT 2018 OAK TREE APTS. REPAIRS aJAS ENGINEERING. FINNMARK PROPERTY SERVICES LLC 1419 Washington St, / _ _ Suite 100 w,_., 16055 SW 108TI1 AVE, Oregon City, Oregon 97045 o DESIGN BY: JAs TIGARD, OR 97224 work:503-657-9800 Q to DRAWN BY: Das '� , Cell: 503-449-3080 tr JAS PROJ.NO: 17-069 Andy@jasenginc.corn Nei N aft R<ING ISSUE DATE: 4/09/2018 vr 0 r` 2x4PT 2x6 .j o00 E CEDAR o m rn M CO d o, Ord o) / 2x HANDRAIL 0 S' 7,.i- Lop, to N O O 0 (9(E)2 x 12 LEDGER Z, - .= m oc ADD(2)-Y4"0x33/4" (2)-Y4"Ox 5" (i 0 0 Q CONC.STEPS TITEN SCREWS @ 12"OC in SDS SCREWS 6"RISE& 11"RUN (3)TREADS tS f ix"TREX DECKING 69 ' 4x4PT 2x4PT it POST c 2 v 2x2@5"OC la" (TYP.) le a ° 4 a SIMPSON 4 x 4 PT 7 POST ° EA.POST • 2 x 12 PT @ 12"OC 1Y2"TREX DECKING TO SOLID /1 BLKG. a SIMPSON LUS210 / U PU • (REPLACE DAMAGED HANGERS) - FF 5 a3 \r W ° a (E)8"CONC. W Q d- RETAILING WALL CVci_ H N Y2"0 A307 GALV.ANCHOR BOLTS + N O 7"MIN EMBED / 1\ Y" O 0 GALV. L — A307 BOLT,NUT Q t/ 2 x 12 PT @ 12"OC SIMPSON &WASHER(TYP.) w O A35 w 2x SOLID PT BLKG. EA.SIDE U) 0, @ EA.POST OF BLKG. Q Z O uCD NOTE NOTE U P-1L O z _ P. PROVIDE END TREATMENT PROVIDE END TREATMENT �CJ� *GIRez" �S ° FOR ALL CUT ENDS FOR ALL CUT ENDS ;s. , - 0 VI 1 z OREGON �1ed-- ~E.W Z BRIDGE JOIST TO LEDGER & POST TO CONC. RAILING POST TO BRIDGE ti o �� =z } Lij CD l" = 110" 1" i " A` (.°f✓ C7 C7 m m 0 Q S-3.1 = 1 0 ;'�, OBER i`�" ' W a w° �4/DRE ..j °< ogF< !:,-nom _ SHEET TITLE: 1-:15"Lco BRIDGE DETAIL SHEET NO SCALES NOTED ON DRAWINGS ARE FOR 11"X17"SHEET FOR DIFFERENT SIZE LSHEE ACCORDINGLY S-3.1 in .4- co rn E , _`G%1"�C . moi':.\ t w co V N \. 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