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Plans (41) U) v O rn • c O O O fng09 °O V EIVE y in m o � m L w M N m0002F2 co c ` I APR 282014 G) m�Y _n- CITY OF TIGARD ' o " Q . T BUILDING DIVISION CITY OF TIGAf RD REVIEWED FOR CODE COMPLIANCE Y' Approved: [ L-I�� '" r OTC: [ I �� Address: - �' �''�' ' Suite :• CZ • '3'' Ari. Date: 13 ( wr LLI 1- IZ -0f-f v cC __ C-r11 J N 7 • */ .. - VEGN $ ' t i F6. GIN5f5Fw Q 9 i • —• �u_ §-I- -ZILI• � • �lE yLLI 11 �" (n• VE e_C--LI. t _- __ ��/ 4i8ER Al' <NV "1/VDREW `' W Lc) Li J U LIZ 2tc 1 4 o - N NN O un 4 N O - v — m N Z 0 O N WO 2 Z >- >- Z Eli 0 6 CO CO O W 0 a Z O 3 SHEET TITLE: SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR 11'X17"SHEET. SCALE ACCORDINGLY A- ZI _ FOR DIFFERENT SIZE SHEET. • - Ln ,a- , _.,.. .. 0 0) E • C O O 0 STRUCTURAL NOTES U C N O U• M 0 DESIGNATES TYPICAL SHEAR PANEL CONSTRUCT, V it\- ,,r T C C GENERAL STRUCTURAL NOTES_ REINFORCED CONCRETE , , � L • -F y �Y.'THESE NOTES ARE GENERA.N NATURE ANO ARE INTENDED TO SET ANNUM 1. CE'YENT: ASTM C150 TYPE 1 OR L SHEARWALL 9CfEDULE (O O U O O STANDARDS FOR CONSTRUCTION. O 2 AGGREGATE: ASTM Cl' 1-I/Y MINUS AT FOOTINGS AND 7/4'MINUS AT WALLS C CD MARK "SHEA7fMM. FASTENERS •EDGE •FIELD ANCHOR BOLTS SORE PLATE NOTES r - 2' ALL WORK BULL 8E W STRICT CONFORMANCE NTH THE 1DI01X2EGON STRUCTURAL _ C7) .- m.- •• �` SPECIALTY CODE(OSSC). ALL BUILDING ELEMENTS AND COMPONENTS NOT SPECIFICALLY 3. WAiElC W CONFOfMANCE 14TH ASTM 094. • ' A 15/32 COX 7.70//FT• COMMON NAILS ad 0 B'CC. 6d d 1Y QG 0./8'dA.•IBS O.C. 3-164•16'CC. r/3,134/4 PLATE WASHERS W A.B. ED 'a) C C DETAILED M THESE STRUCTURAL CCNSTRUCTON DOCUMENTS SHALL BE FABRICATED AND CONSTRUCTED N ACCORDANCE MM THE MINIMUM STANDARDS CONTAINED 7FFJ6R 4. MATER REDl1ONG.ADMIXTURE: ASTM 0490 TYPE A.OR F LRD RANGE TYPE 'B 15/32'COX 3531/FT. COMMON NAILS ad•Y D.C. od 8 1Y as s/B'.pHA.•16'0.C. 3-164-•1Y 0.a. ./0.4741/4 PLATE WASHERS F AIL 4- co 0 0 < 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE 5. MR-ENTRAINING ADIAXHIRE ASTM 0260. C 15/32 COX 451//1-1. COMMON NAR.S 6d•r O.C. ad•1Y DC. S/a"DIA•24"ac 4-204•t0.'0.a w/3.i3x1/4 PLATE WASHERS•A8.N 34 SIL PLATE OONSiM1CTON. 111E ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY - _ DISCREPANCIES OR MCONSSIENOES S STRUCTURAL CONCRETE: Cc•0.000 PSI•28 DAYS. SLUMP SHALL BE 4'4/-1'. 0 1s/S2'COX 370//FT. COMMON AARs •2'O.a 164•1Y 0.a s/0.'DIA•10.'0.G 3-204•8'0.G ./$cht/4 PuAIE wA"HERs•Aa W 34 SILL PLATE 4. THE CONTRACT STRUCTURAL ORAIYHCS REPRE5LPLT THE FlHISMIED STRUCTURE. SLUMPS MAY BE INCREASED TO r MAXIMUM USING A WD-RANGE MATER REDUCER. AIR - YETNooS PROCEDURES.AND SEQUENCE Cr CONSTRUCTION ARE THE RESPONSIBILITY OF ENTRAINMENT SHALL BE SXG REDUCER.4/-1 IES AT EXPOSED EXTERIOR CONCRETE CONCRETEBE.56FOR (USE?4 ANCHOR 2N.AMMO •THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO - SHALL CONTAIN A WATER MAXIMUM WATER CEMENT MTP SHALL BE-58 BOLTS FOR SW WWW FAR SW MAINTAIN AND ENSURE THE INTEGRITY OF 111E STRUCTURE AT ALL STAGES OF 3.000 PSI CONCRETE. CONCRETE MATERIALS ANO OUAUTY SHALL BEM ACCORDANCE �O EACH SDE) EACH SLUE) 14TH CHAPTERS 3 ANO 5 RESPECTIVELY OF AO 318'BUlD11M CODE P1r0UREMEITS FOR MOTEL USE 0./a"DILL ANCHOR BOLTS WITH S114PSON SET ADHE"VE • CONSTRUCTOR.- �e - • S CONSTRUCTION lDAOS EIOT�f�ED THE DESIGN UVE LOAD FOR THE STRUCTURAL CONCRETE • EMBED wl"MIN.AT NOTED SPACING N EXISTING CONCRETE WAIL 7. 1RANSPOR7WC OF READY-MALE CONCRETE SNRT.8E N ACCORDANCE MIH ASHY C94 STRUCTURE. PROVIDE SHORINC'ANO/OR BRACING WERE LOADS MUD DESON CAPACITY .'SPELlF1CAl1ON FOR REMIT-MIXED CONCRETE"ANO CONCRETE PLACEMENT CO SCSJOATON • AND WHERE STRUCTURES NAVE NOT ATTAINED DESIGN STRENGTH. AND WRAC SHALL NE N ACCORDANCE MT1 SECTION S OF ACI 301'SPEC61CA71O/5 FOR p \ , STRUCTURAL DONCRETE'. DESIGNATES TrPHGAi 7NTttloWw.'OPE d t• ' � �,?' STRUCTURAL PANEL NOTES ''' Hy Fa +..0 f ' a HOT-WEA1F ER CONCRETING SHALL SE M ACCORDANCE MM ACI 305'HOT WEATHER 1. THE LOCATED/OF REQUIRED STRUCTURAL PANELS HAVE BEEN NOTED FOR CLARITY. 0 • pONCRETW<Y. COLD WEATHER CONCRETNC SHALL BE IN ACCORDANCE WIT4 AO 306 ACI DESIGN LOADS - 306'Colo WEATHER CONCRETMC'AND ACI 306.1 YTAMOARO SPEOFICATKW fOR COLD HQL00104 SCI EDU.E'(SEE NOTE) • o OTHERWISE. WALLS SHALL BE OF TYPE A CONSTRUCTION EIODEPT As NOTED - - • 8.6108-1.12.102.. - WEARIER CONCRETING'., --., 4 sSFF MARK' .NOLDOWN NOTES SRC BE OL .•.•-• -------'-. AIWb a. STRENGTH TESTING OF CONCRETE SHALL BE IN ACCORDANCE TRTL SECTION TA or Aa 1. MST 37 ./MNL DOUBLE ST/OS 1.826f NTH 4SHALL RAE 2-INCH CR WIDER NOMINAL NO TAI LL AND ED S,APANG-SH AY.BE SA• CRED u. �___ 301 EACH1I 0 0J./1 FOR OFSTRUCTURAL CONCRETE CONCRETE'. CONCRETE TESTS SHALL BE MADE 41• MST EITHERTIAL VERTICALLY- OTHERWISE NOTED. PANELS ROOF 01... FOR EACH IOD CU.YDS. CONCRETE PLACED. - • ATN.DOUBLE 57005 3.570/ SHALL BE� STUDS SPACED A MAXIMUM 16'OI CENTER. .O �r l��tiItrsr 2 N 11D1A./551416 AA. 4��J1a,Z„ / ...'....._.••.._._ -...SEE SNOW LOAD - 3 MST 48 - / / 4. F10lDOWINS OCWt AT E1105.OF STRUCTURAL PANELS AND SHALL FASTEN TO A NFL y _.... . ROOF(L . ISN.4i POSTS 2925 - . - ASTM A 615 GRADE SO DEFORMED BARS. 4 1457.60 r/MNL 4K POSTS 4.600/ -OF(2)511105 UNLESS OTHERWISE NOTED. CONNECTION HARDWARE IS BY THE SIMPSON Gr GROUND SAO. P 1. IIEIIFORCl1°STEEL: COMPANY OF SAN LEANDRO,CA. ALL STEEL CONNECTORS SHALL BE GALVANIZED CR BY '. i FIAT O SNOW LOAD. ..._.._..25 PSE - L SOME MEOW MACE CORROSION RESISTANT.UNLESS OTHERWISE INDICATED. PROVIDE I 15 PST.USE 25PSF TIN '2 FABRICATION AND PLACEMENT SHALL BE N ACCORDANCE MHN CRS YSP-1 11ANUAL 1 SCM./351,118 A.B.• to 417 K ./MIN.44 POSTS 0.130/ FLAT ROOF SNOW LOAD BOLTED O NAILEDC CONNECTIONS FOR THE REARED CAPACITY UNLESS NOTED OTHERWISE • OF STANDARD PRACTICE'AIM SECTION 3 OF ACI 301 'SPECIFICATIONS FOR STRUCTURAL CONNECTORS IN CONTACT VAN PRESSURE TREATED WOOD SHALL BE'BIHER POST .. SNOW EXPOSURE FACTOR.G.y.: 1.0 CONCIIETE. 6 NN06A./$511)28 A.B.' i,)1( 01'.1-T ./MIN 4.POSTS 3.e9ot. - 140T-DIP GALVANIZED OR STAINLESS STEEL. - • ' SNOW LGA°IMPORTANCE IWCE FACTOR w. 1.0.CATEGORY 6 _ . THERMAL FACTOR GI.* •---•1.1 CL REINFORCING STEEL LAP SPLICES Nor OTHERS*RCLL HS A IF E5 SMALL.RE ACIGERED STANDARD I NOM./SSTB28 A&. VW!)1r`• •(' ./MNL 114 POSTS 5400/ - Q CLASS B F SPLICED AT 714E SAME LOCATION OR CLASS A F SPLICES''ARE STMT IED WOO STRUCTURAL PANELS*GRIL SHALL BE C-0 INTERIOR-TIRE TYPE BO/I IAN 14TH WD TIFTO N CRITERIA.. BETWEEN ADJACENT BARS ONE LAP LENGTH MINIMUM. 10 H010A./'3sTB16 A.B. 14�tit�' Ar,-,1" r/MNL i4 POSTS -8.193/ EXTERIOR GLUE(COX)CONFORMING TO APA REQUIREMENTS FOR WALL SHEATHING.OR AS 0- BASO WHO SPEED(3-5E040 cosi)-......... ....---g�j MPN ./WN.84 POSTS 10.160/ OFR POSTS INDICATED IN THESE PLANS PPARTICLEBOARD AND°SB ARE NOT PEE D. MINIMUM ._ '1 1 WIND BPORTANCE FACTOR N ...._w.CATEGORY E 4. UNLESS OTHERWISE WdCAIED,MINIMUM CLEARANCE FOR REMFQRdNG STEEL SHALL 12 (2)YSiF72(ONE EAdI SDE) RARING IS BCI M C D.C.AT BOX EDGES AND ad M 1Y CC.W THE FIELD. ALL NAILS • W MND EXPOSURE FACTOR EX1;osJRE a BE 3'FOR CONCRETE CAST AGAINST EARTH:FOR CONCRETE EXPOSED TO EARTH OR 14 HIH00 14-5152.5 ./MIN.BA POSTS 14.700# ARE COMMON OR GALVANIZED BOX NAILS. BLOCKING IS REQUIRED AZ PANEL JOINTS n. Z FARIHOUA,LF t,FCH-,il H7B,FPHA: WEATHER,I,/Y FOR/S AND SMALLER BARS Ata 2'FOR/6 Apo LARGER BARS. • UNLESS DTHERMSE NOTED. - LL N SASM4C IMPORTANCE FACTOR,M.» .-......1.4 CATEGORY B INSTALL MTX PROPER BAR.SUPPORTS PRIOR TO CONCRETE PLACEMENT. - ♦ -J `lP R CONNECT Rill JOIST/BLOCKING TO WALL TOP PLATE AS FOLLOWS SWA SIMPSON ASS C SEISMIC USE GRWP�..,._ 1 S PROVIDE CORNER BARS OF THE SAME.SZE ANO SPACM°AS THE HORIZONTAL NOUS FOR HOWA i MSA USE VS'CIA,ANCHOR W/SMPSON SET AONESW EMBED 10'.YIN. •10'0.a: SMO SMPSOI A35•12'O.C.:SMC(2)SNAPSON A 35•10.'0.C.:SQUID(2) '-. SPECTRAL ACCELERATION,S__.....____.-..._...-0.94 RtINFORCEXAENT. • FOR MLA k HD10A USE 7/8"DIA.'ANCHOR W/SMPSON SET�ADHESIVE FllBED 15'TNN. • SIAPSCN A 35 8,Y O.C. ((1 SPECTRAL ACCELERATION.SI -.___.0.3; • - v A • STE 0.ASS............:..._. ..:........._........«.......SITE HIAA D (.3811...2636M. SEISMIC DESIGN CATEMRY.SOC.........--.......................CATS 0 _ • V RESPONSE MODIFICATION FACTOR.R- 8.5 1. CONSTRUCTION.SHORING AND BRACING OF FORMWORK SHALL BE IN ACCORDANCE WITH J S .4, SEISMIC RESPONSE COEFFICIENT.C. ............w 0(.1FE- -SECTION 2 OF ACI 301-'SPEdF1CATKNS FOR STRUCTURAL CONCRETE'. L DE90N BASE SMEARY '- - qX7 L - - +�- Z ` 2. THE CONTRACTOR SHALL BE RfSP,7NSBIE FOR DESIGN.CONSTRUCTOR.SEQUENCING µ ( A /�(}^yy • AND sAETM°F ALL FOR14wORI(ANIO sHOII4 MANUFACTURED WOOD BEAMS 0.R JOISTS IL I U -) [0 •SPECIAL INSPECTIONS �'i `PP`IT�^'`+� ¢ (�(gFTF AC[Ts50PoEs • 1. ROOF MID FLodi FRAMING DESIGNATED Ti.LVL„154,PD.AND APNEAS SHALL BE P�EANUFACTURFO CONNECTION HARnwARF - • W W V AN MOEPENOEHT TESTING LABORATORY CFI BY THE OWNER SHALL PROVIDE SPECIAL MANUFACTURED BY THE TRUSS JDIST CORPORATION. G MSPECTONS N4 ACCORDANCE MTH 2007 OSSC FOR THE FOLLOMING AREAS OF WORK .1. PROAOIDEO J01NT FX1FJt ASTM 1)1751 ASPHAULT-SATURATED FIBER TYPE 1. CONNECTION HARDWARE IS BY THE SMPSCN COMPANY OF SAN LEANDRO.CA ALL . 2.'SMOOTH DOIIELS: ASTM ASS ROUND BARS. PROVIDE WITH BEEVES AT ONE SIDE OF O WAS AND MAUIEE TNG R MUST R APPROVED A 711E EERED P ERSVIDE SHOP STEEL CONNECTORS SHALL •BE GALVANIZED OR BY SOME METHOD BE MADE CORROSION L I. DRAMAS AND ENCX:EERINC BEARING THE STAMP OF A REGISTERED PROFESSIONAL RESISTANT.UNLESS OTHER'MSE INDICATED. CYLNOER TESTS,SLUMP TESTS,AIR CONTENT THE JOINT. FNOM:ER LICENSED IN THE STATE OF O RECON. • DURING PLACEMENT OF REINFORCING STEEL k ANCHOR BOLTS e,WIITAe2 PROVIDE BOLTED OR NAKED CONNECTIONS FOR THE MAXIMUM CAPACITY UNLESS O _ DURINGPEACDAENT OF CAST-N-PLACE CONCRETE(OP) 3. MANUFACTURER"TALL SUPPLY JOISTS,■R00040.HANDERS.LOCKING.NOTCHED OTHERWISE NOTED. (CONCRETE SPECIAL NS PECTION 5 NOT REQUIRED FOR CONCRETE STRENGTHS LESS THAN 1. THE CONTRACTOR SHALL SUBMIT 11)117£ENGINEER PRIOR TO - PLATES AND ALL OTHER ACCESSORIES NECESSARY FOR THE PROPER ERECTION ANO 3. CONNECTORS N CONTACT NTH PRESSURE TREATED NVOO SHALL 8E EITHER POST NOT W 2500 PS WHEN AN APPROWIT MIX DE5CN IS SUBMITTED FOR REVIEW BY THE ENGINEER) PERFORMANCE OF THE PROOEICT. ,n DIM_CONCRETE OESKN IS BASED UPON 2500 PSI CONCRETE FCR THIS JOB SO CAST M FABRICATION/INSTALLATION ALL SHOP DRAWINGS,PRODUCT DATA,ETC.NECESSARY FOR • DIPPED GALVANIZED OR STARLESS STEEL • PLACE CONCRETE SPECIAL INSPECTIONS ARE NOT REWIRED IN TMS CASE PERFORMANCE OF THE WORK M THE SHOP ANO AT THE SITE 5 THE PRODUCT SHAD:BE,ERECTED AND■RDCED N ACCORDANCE NTH 214E • S W ,^ Q MANUFACTURER'S INSTRUCTIONS ANO SPEdFlCATCNS. THE MANUFACTURER SHALL WATLING • L L(, 2. ALL EPDXY ANCHORAGE(BOLTS ANO RENFOTK:NIC) _ - RtiNFORCINC SINOP/PLACOLEIIT ORAIWI/CS INSPECT INSTALLED ITEMS FOR PROPER INSTALLATION. J U , - CONCRETE MIX DESIGNS 1. CCN"AMERICAN CAN P N PANELS SHALL BE IDENTIFIED DTH THE APPROPRIATE TRADEMARK OF u' CZ 3. STRUCTURAL STEW . • S. MICROLAM scum YNIUUM DESGAI VALUES THE LATESTAN PLYWOOD ASSOCTAMN(APA).AND SHALL MEET THE REQUIREMENTS OF '-STRUCTURAL WELDING NOT PERFORMED W AN APPROVED SHOP `y F1.2600 PS;' Fr•295 PS6 Fe•750 PS6 E.1,900 KS THE EDITION OF THE U.S.PRODUCT STANDARD PSI OR APA PERFORMANCE • D -STRUCTURAL FIELD WELDING - • o' ,- i STANDARDS PRP-,Da 11-. , O� !i� -HIGH STRENGTH BOLTING STRUCTURAL STEEL � -t // 6. PARAIL M BEAT:;.serum DE"CN VALUES • LL \_J • -EPDXY ANDY 00PAM901 ANCHORS INSTALLED IN CONCRETE 1. STRUCTURAL STEEL SHALL TO ASTM A53,GRADE B FOR PIPE SECTI N; M1.2900 P"; IV•'290 PSP, Fs.1150 P"; E•2000 KS 2. MINIMUM PANEL.THICKNESS SHALL BE 15/37 C-D EXTERIOR CLUE OR AS 91DICATED ^ ..,.• ASTM A500.GRADE 8 FOR TUBE SECTONS•AND ASTM A573.GRADE 50 FOR OTHER - ON THE PLANS. PARTICLEBOARD IS NOT PE/WITTED. . i,A_ O __ STRUCTURAL SHAPES. EXCEPT AS NOTED ALL STRUCTURAL STEEL IS TO BE PAINTED' Er XIfU1 lAY1NATED tR;OY;v(�: - THE RNADVENC ALL BE NAVE BEEN PRE-APPROVED FOR SPECIAL INSPECTION, AFTER FABRICATION, ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN MINIMUM Z 00•■'AT PANELEDGES OC 6d O 12'N THE FIELD.A ALL ALTFRNATVES SMALL BE SUBMITTED 10 AND APPROVED BY THE ENGINEER PWON 10 USE: CONFORMANCE WITH THE ASC MANUAL OF STEEL CONSTRUCTION.CURRENT EDITION. NO A WHAM BEAMS ARE E IR MANUFACTURED,TRANSPORTED,AND INSTALLED M NAILS ARE GALVANIZED COMMON OR BOX NAILS BLOCKING IS REQUIRED AT PANEL EDGES GRRLESONI TESTING.INC MATS TESTING ENdNEFR"+INS /MILES OTHER THAN THOSE SPECIFIGLLY DETAILED SMALL BE ALLOWED THRdICN ACCORDANCE MT)1 711E REQUIREMENTS Of THE. MTC. INHERE NOTED ON TEE PLANS J-` + C�r - • C430 SW HUNDKER ROM 7911 NE 3380 DRIVE,SUITE 190 STRUCTURAL STEEL MEMBERS NO CUTTING OR BURNING OF STRUCTURAL STEEL MU.BE L SPECIFY ARCHIILCTURAL.GRADE FINISH ANO EXTERIOR ADHES4E UNLESS NOTED ILAMUFACTURED ROOF TRUSSES!1V O T/1 7�3i.-- - B4TIG30 ..OREGON 97281 PORTLAND,OREGON 97211 PERMITTED WITHOUT PERMISSION OF INC ENGINEER. OTHERWISE USE 2AF-V4 FOR.SIMPLE SPANS AND 24f-V8 FOR CONTINUOUS SPANS ANO \\. . (503)664-3460 (503)281-7579 • Z RICH STRENGTH BOLTING SHALL SP BOLTS CONFdRMINC TO Arn A325 YIIGI CANTILEVER CONOITKNS I. MANUFACTURED ROOF TRUSSES SHALL BE AT 24'CENTERS AND SHALL HAVE A• - 0 O • INHIMUM • Of1K4 TOP CIDROS AND BOTTOM CHOIROS FOR W000 TRUSSES p to PROFESSIONAL SERNC£S ND..(P91 L1AIR COMPANY STRENGTH STEM UNLESS OTHERWISE SARAN. ALL JOINT CONTACT SURFACES SHALL BE 3. MINIMUM DESIGN VALUES: - - - 0.T02 N.CUTTER CIRCLE.SUITE 460 525 NW 2ND STREET CLEAN AND FREE FROM CIL DIRT ANO PLANT. USE TURN-OF-THE-NUT METH00 OR LOAD 24F-V4: Pb.24L'0 PSI: 'Fv.263 PSI; Fa.1650 PSE E•1.700 KS 2. TRUSSES SHALL BE OESOIED FOR SPECIFIED ROOF LOADS. STRUCTURAL Q JJ V N al (503) AID OREGON 67217 - CORVA7OREGON 97330 IROGATION WASHERS. 54F-110.: A..0.VJ0PSk FR.163 PSI; Fc•1630 PS{ E.1,700 KS CALCUUTONS SHALL BE SEALED BY AN OREGON LICENSED PROFESSIONAL ENGINEER AND. U' - m (503)169-1770. (541)7566-1202 STRUCTURAL STEEL LATEST SHILL BE DONE BY AWS CERTIFIED WELDERS AND!HALL SUBMITTED ME TO THE ENGINEER FOR REVIEW AND APPROVAL THEN THE BUILDING (V Z 0 CONFORM TO AWS 01.1 EDITION, ALL BUT WELDS ARE COMPLETE PENETRATION 3Qim .S_,,,WI IXwRER`. DEPARTMENT PRIOR 70 FABRICATION AND INSTALLATIONa. O FOUNDATIONS• U��NOTED OTHERWISE. MELD FILLER PETAL SHILL BE AMS AS1°F ASS E7da 1. STRUCTURAL WIRIER SIAL BE DOUGLAS FUR CONFORMING TO VARA GRADING RULES 3. MANUFACTURER SHALL PROVIDE BRACING,BLOCKING,HANGERS LL 5-HOLDOWNS AND AW O .ELECTRODES. ACCESSORIES REQUIRED FOR-PROPER INSTALLATTQN, Ill 1. CONTRACTORS 10 PROVIDE FOR CEOTEdHHICAL INSPECTION OF EXCAVAIHON TO VERIFY 4. SPECIAL INSPECTORS(OWNER FURNISHED)B REQUIRED N ACCORDANCE WITH THE• 2 M9NYUY pIME'i ARG EXCEPT AS NOTED OTHERWISE (�')� m m F- SUBSURFACE CONDITIONS ARE IN CONFORMANCE WTH THE FOLLOWING ASSUMPTW 2007 OSSC ON THE FOLL1`MNC PORTIONS O'THE WORK. C. SHOP ONSWIND BULL PRONGS PLACING AND EREC COMMON dRECTd' 1b TRE INTOALLER Z 0 0 -AUL STRUCTURAL STEEL WELDING NOT PERFORMED IN AN APPROVED SHOP STRUCTURALAMSRAIDTIRING'ND PLANKS-n - CALCULATIONS AND SHOP DRAWINGS SHALL INCLUDE IOENTIFYNNC MARKS TO 2 Z Z Z LL' o BEAMS AND ST1tINCERS-fl FACUTATE SHOP DRAWING REVIEW. �-W 0 � d W 2. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF ZN6� -ALL STRUCTURAL FIELD MELDING POSTS AND TIMBERS•-fl n'CO 00 Q 00 PSE. LATERAL PRESSURE ON CMIT1LL ER COLUMNS WAS DESIGNED USING 100 POT AS -ALL HIGH STRENGTH BOLTING • STUDS-/2 ij C T U RI^ 0< C LOT. -Q'I • ALLOWED.BY OSSC TABLE 1604.2 •-EPDXY ANO EXPANSION ANCHORS INSTALLED IN CONCRETE `77 `. EARTH RETAINING WALLS NAVE BEEN DE9GNED FOR A LATERAL PRESSURE OF 35 PCF ', *NOP MAXIM:a IP ATTR S - 3. DOUBLE JOISTS AELOW ALL PARALLEL.RAFWALLS AND/OR MS.PAONS C3 0 P T.7/1[E"- SiRl1CiURAl STEEL 4. NOTCNING'IS NOT PERMITTED IN JOISTS.RAFTERS,BEAMS UNTELS.COLUMNS.TRUSSES fl LJ7� SHEET TITLE: 4, SJOINO RESISTANCE HAS BEEN DESIGNED USNC AN ALLOWABLE PASSIVE EARTH -MATERIAL CERTIFICATIONS FOR STRUCTURAL STEEL,WLlO1NC ROOS AND BOLTS. TWD BRACING MEMBERS. I\ NCr-, PRESSURE OF 250 PC;f ANO A COEFFICIENT OF FRICTION 00 0.30. -MASONRY AND CONCRETE REINFORCEMENT i PRESSURE TREATED LIBER SHALL CONFORM TO THE AWPA. All LUMBER M ,J .<0‘,\A G1 �� TK�C w -MATERIAL CERTIFICATIONS FOR MASONRY BLOCKS GROUTING AND STEEL REINFORCEMENT CONTACT 14CR 14TH CONCRETE STALL BE PRESSURE TREATED WITH ACZA TO A MINMUM - 5. GRANULAR ALL: 3/4"OR 1 TE"ANUS CRUSHED AGGREGATE BASE AS INDICATED OF -MANUFACTURED WOOD TRUSSES - • RETENTION OF 0.25 POUNDS PER CUBIC FOOT BY ASSAY. N dor ,s UNIFORM GRADATION FROM COARSE TO FINE ACCORDANCE WITH SECTION 02530 CF THE -�8 /[i J-, - , STATE OF OREGON,DEPARTMENT OF TRANSPORTATION'STANDARD SPECNTCATIONS FOR 6, NAILING SHALL BE WITH COMMON NAILS 5 CONFORMANCE 14TH TABLE 2304.9..1008 ` 0.,i 1 �� ' HIGHWAY CONSTRUCTION'. GRANULAR FRT.SHALL BE PLACED IN UFTS NOT TO EXCEED 6' IBC UNLESS NOTED CTHE7RWISE LOOSE MEASURE ANO CCAPACIED 10 NOT LESS THAN 95%RELATIVE COMPACTION AT ' OPTIMUM.MOISTURE CONTENT 20.AS DETERMINED BY A5T 101557. 7. PROVIDE STANDARD 3'X 3'5,0.229'STEEL PLATE WASHERS UNDER ALL INTERMEDIATE Q ` I A WI ANCHOR BOLT HEADS AND NUTS AT THE"LL PLATE. USE STANDARD WASHERS FOR ALL V OR -�O i . _ • S. FOOTINGS SHALL BE CARRIED INTO FIRM.NATURAL UNDISTURBED,STABLE.NATIVE OTHER BOLT HEADS ANO NUTS W CONTACT WITH WOOD. SOL THAT IS FREE OF ORGANIC AND'OTHER OBJECTTCNABLE MATERIALS OR SHALL BE `. O E:- 41 PLACED ON COMPACTED GRANULAR FILL. - L 2 7. NO-BACKFILL-SFALL BE PLACED'8EHW0 CANTILEVERED WALLS LINTS.INC CONCRETE .. • �'Y R `" �` HAS ATTAINED TOOT OF RS SPECIFIED COMPRESSIVE STRENGTH. ,, r `+E "� �1 SHEET NO: B. COMPACTION TESTING SHALL BE IN ACCORDANCE WITH ASTM D2922. 'IA/DREW SNSCALES NOTED ON DRAWINGS ARE FOR • L- 11"X17"SHEET. SCALE ACCORDINGLY ---' -TR DIFFERENT SIZE SHEET. y - N • vt 0 N. 0) o 0 oc8a Uo 0 OC 0 c? 0 ) O rn rn � tn OpUOp (0 CLo Lr) a EI �,�1C lC�t.'C� V3 O U Q , : ,,,,, , aotit i Tt;�-�f1-Ms0 CAN C f01rtCeiltE-tj'r-r6'E-Art'll 17- r' 1 . N PO ST o_, A t.,'IA �^ � �,� J fil PRS t-D�1� ,7 Cv�y� (�oTltJ�l _.._ �1> Ld c-A'(�t oNy ' Nn S "'"' If Pf e \-\4--s._ CZZN - - - N . il rpm 11111 MI w fti i PR, t ,�N `►KIK. 1 w Z ��' �� r��-� �R+rSfH2�r. Qfu9 . � v � 0 -3, wz ~cn w 4. �E�2r�8 �� Zx% r f I. w � o , ,__ ►tea t N LFX� i ��} ? 1-16,w4)( 5 gJ M '\.; -0 CT R J LC) �/ 'x"11 �$ E I,r�l i . `_ r �' 'lit!' cc O PROFS Q O ! ( i.6 8 ;.� A. f r �ti- ��r�EF s�o p m o.iik �N o -- (�P7• LF oi z o 'S,�, MgER 12 �� o -- �9NDR EW `'� c., m m • o 0 �--- _ . 1 (E 4fx4"pp C/ (� E11) �X pv '� (a)t.7 e, 1.„6„1" . a 8 N D I °�(E1 trcEn0 5 <•, iftES. (� Oc i }z Z Z a w Q'(�r C- Mac- bN ('4-1( P PRSf'(Z4 f 4 �-t :Z�- °° o E Y SHEET TITLE: Cora �T FtriiN° COO Gk7-4-�� 0Ortoe �2> l_0 A,�\o tJ 4 Crh� La`A�f 01.1'7 '�K15 [LI►`) Rf14.. 1� f r5i9 Mie Poi SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR S ^ ' { 11"X17"SHEET. 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