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Plans (2) BU P2017 - 00197 ABBREVIATIONS: GENERAL STRUCTURAL NOTES: FRAMING LUMBER: STRUCTURAL OBSERVATION: :::141-141.;17:11i:.. s z '.q•; " * a 1 :\ C .7.7'4.4,......4.‘r >A sw:` �"7y,id?' . i s.; 4..�`r. :.`'.aq , < ?' �� .I' • + ` ,� 7`v s ,.s«., :Hrils::44"11:r-7411:-Ef111: ' CODES/INSTITUTIONS/ASSOCIATIONS DESIGN CRITERIA: 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH,WEST COAST(VI'CDF)OF THE FOLLOWING MINIMUM GRADES 1. THE STRUCTURAL ENGINEER OF RECORD(SEOR),OR HIS/HER DESIGNATED ENGINEER,SHALL PROVIDE VISUAL _ % M,A'• ^_ k "`= �.'I }'ACI AMERICAN CONCRETE INSTITUTE CODE OF RECORD: 2015 EDITION,INTERNATIONAL BUILDING CODE(IBC) (UNLESS NOTED OTHERWISE): STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED =; ' , 4" ; '- t'�k - )mss- y4A.. a . AF&PA NDS AMERICAN FOREST&PAPER ASSOCIATION NDS 2014 EDITION,OREGON STRUCTURAL SPECIALTY CODE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF e ' ' x� .•'a ^' etcI .: ` :, vr' 1 ] o!t AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION A ALL LUMBER=No.2 UNLESS NOTED OTHERWISE THE STRUCTURAL SYSTEM,AS REQUIRED BY IBC SECTION 1709 AND AS DEFINED IN IBC SECTION 1702.WRITTEN ''? " �, s ^_ -; ` t +.'` ` "• A.2",3• , -sm AISI AMERICAN IRON AND STEEL INSTITUTE DESIGN LOADS: REPORTS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE OR HIS DESIGNEE FOR DISTRIBUTION TO THE ` : " * r ~ A i APA-EWA APA-ENGINEERED WOOD ASSOCIATION ASCE 41-13,SEISMIC EVALUATION AND RETROFIT OF EXISTING STRUCTURES: 2. STRUCTURAL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO UNITED STATES PRODUCT STANDARD PS-1-95 SPECIAL INSPECTOR,CONTRACTOR AND BUILDING OFFICIAL. g .4 x :,-t: PROJECT LOCATION ', E' ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS PERFORMANCE OBJECTIVE 1:(LIFE SAFETY) EXTERIOR GRADE,MARKED STRUCTURAL I AND SHALL BE STAMPED BY AN APPROVED FABRICATOR. - w" " __ " it , ` r,-+ '- t -- 16572-16798 SW 72ND AVE STRUCTURAL E N G I NEE RS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS GROUND MOTION: BSE-1E(225 YR RETURN PERIOD) 2 THE STRUCTURAL OBSERVER SHALL SUBMIT A WRITTEN STATEMENT TO THE GOVERNING AGENCY THAT THE SITE VISITS y q � ` r .' ,w T v TIGARD,OR 97224 g Y Is:: x ,c r;,..:;# 3900 Cover Street AWS AMERICAN WELDING SOCIETY S =C4559 3. FEATURES OF THE CONSTRUCTION OF HORIZONTAL WOOD DIAPHRAGMS,SHEAR WALLS AND ANY SPECIAL HAVE BEEN MADE,SUCH REPORTS SHALL IDENTIFY ANY OBSERVED DEFICIENCIES,WHICH TO THE BEST OF THE rnWala7cr..";:si u -- - 7,4: r , fi• ' ' 'f± -< , ',. . <v" HLong Beach, CA 90808 CBC CALIFORNIA BUILDING CODE Sxl =0.2589 CONNECTIONS WITHIN OR BETWEEN SUCH ELEMENTS SHALL BE INSPECTED AFTER INSTALLATION IN ACCORDANCE WITH STRUCTURAL OBSERVER'S KNOWLEDGE HAVE NOT BEEN RESOLVED.AT THE COMPLETION OF THE STRUCTURAL SYSTEM c, ,,- . ,^ y �✓ rte: yaPERF RMANCE OBJECTIVE 2: THE FOLLOWING INSPECTION STANDARD.INSPECTION MAY BE PERFORMED ON A PERIODIC BASIS PROVIDED ALL THE STRUCTURAL OBSERVER HALL PROVIDE A FINAL OB E VATI N REP TT T �.:,, „ : .. .R� x.... : a+ w 562.985.3200 P CRSI CONCRETE REINFORCING STEEL INSTITUTE 0 (COLLAPSEPREVENTION) S S R 0 OR INDICATING THAT 0 HE BEST OF HIS/HER t_ !" .a ; E _:,., '4. t;°'r• , t • 562.985.1011 F DSA DIVISION OF THE STATE ARCHITECT GROUND MOTION: BSE-2E(975 YR RETURN PERIOD) FEATURES HAVE BEEN INSPECTED PRIOR TO THE INSTALLATION OF ANY COVERING MATERIALS.THIS INSPECTION SHALL KNOWLEDGE ALL OBSERVED DEFICIENCIES HAVE BEEN RESOLVED AND THE STRUCTURAL SYSTEM GENERALLYi ' 1 ' _ - y 1 '-,tt3 Ft; ,IBC INTERNATIONAL BUILDING CODE SXS=0.8709 BE DONE BY A SPECIAL INSPECTOR WHEN SHEATHING BOUNDARY NAILING IS CLOSER THAN FOUR INCHES(4 ON CONFORMS TO THE APPROVED PLANS AND SPECIFICATIONS. hr. - ,hNDS NATIONAL DESIGN SPECIFICATIONS S =0.547 CENTER. #° . we t ,$a XI 9 A4'* 5 $ '`-: „:. g ro ,,,. 177 cr,x;�' :I:, i `- T 'iE,'t+;;r;: is ' �."• t 'SDI STEEL DECK INSTITUTE3. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY OF THE INSPECTIONS BY THE BUILDING 'SJI STEEL JOIST INSTITUTE 1. GOVERNING CODE AUTHORITY FOR THIS PROJECT.CITY OF TIGARD DEPARTMENT OF BUILDING AND SAFETY AND IS A, SPECIAL FASTENINGS SHOWN ON THE PLANS,SUCH AS HORIZONTAL DIAPHRAGM AND SHEAR WALL SHEATHING OFFICIAL AS REQUIRED BY IBC SECTION 109,SPECIAL INSPECTIONS REQUIRED BY IBC SECTION 1704,OR ANY OTHER trt, 4"-. ' a.. 5 `` .,y. ' m e: ' r r,' : KJQQ����jjJviii REFERRED TO AS"THE GOVERNING AGENCY'IN THESE AND OTHER STRUCTURAL NOTES SECTIONS. NAILING TO CHORDS,DRAG STRUTS,POST TIE-DOWNS AND BLOCKING ABOVE SHEAR WALLS,SHALL BE INSTALLED. INSPECTION REQUIRED BY OTHER SECTIONS OF THE CODE OR AS NOTED ELSEWHERE IN THE CONTRACT DOCUMENTS. '. 4?' =- I • _ ,.t ' " "e tT. J - y, I, x x. f a ` 4�JL �1ED SSMA STEEL STUD MANUFACTURERS ASSOCIATION , „ •{ rix , +��.:Ts », ��`; t�y»;�t�.3s , ,<_ , .,.� a ��SILLS SHALL BE SECURED AS SHOWN ON THE PLANS.SPECIAL CLIPS,STRAPS,TIE-DOWNS AND OTHER CONNECTIONS THE STRUCTURAL OBSERVER DOES NOT HAVE THE AUTHORITY TO APPROVE COVERING OF CONSTRUCTION AND HIS/HER '� a +•' g 4 ;ft. a --. t ,:44.102. GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE THEY MAY DIFFER WITH WITHIN OR BETWEEN DIAPHRAGMS AND SHEAR WALLS SHALL BE INSTALLED AS SHOWN ON THE PLANS.SPECIAL POSITIVE DISPOSITION OF THE OBSERVATION REPORT DOES NOT WARRANT THAT THE ONSTRUCTION WILL PASS THE _- `` �i'`- �-`_tr'Ea . 'y' "`_' -rt" - --'- JNL 1 3 DSYMBOLS INSPECTION SERVICES SHALL BE SCHEDULED SO AS TO ALLOW ANY V C x vrt¢ " �€ , - ,, •tis::y «' t = t, Z I� DETAILS AND NOTES ON OTHER SHEETS,IN WHICH CASE THE DETAILS AND NOTES ON OTHER SHEETS SHALL GOVERN. CORRECTIVE WORK TO BE ACCOMPLISHED BUILDING OFFICIAL'S INSPECTION. s r ti _ eeca dstt f, - -a 'r # POUND,NUMBER,QUANTITY LBS POUNDS DETAIL MARKS WITH"SIM'NOTED INDICATES THAT DETAIL CONTAINS MODIFIED INFORMATION APPLICABLE TO THE WITHOUT INTERFERENCE WITH LATER SCHEDULED WORK. �* s a - _ u• '" ." = CITY OF TIGARD AT LL: LIVE LOAD s: ; ' a ..r . `x, - ,€r,: •F r a Oo CONDITION REFERENCED. 4. STRUCTURAL OBSERVATION FOR THIS PROJECT SHALL BE PROVIDED BY MHP STRUCTURAL ENGINEERS,INC.;3900 l`' - I :" - - c ,..:;Pellam.- ,<' % ' '. '.r:1::: \ BUILDING I < LESS THAN LLH LONG LEG HORIZONTAL t3_ 1. . ,.; G DdYISIOA, 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY SHOWN,NOTED OR APPROVED BY THE COVER STREET,LONG BEACH,CALIFORNIA,90808,TELEPHONE(562)985-320C FAX(562)985-1011. x' '-." l " ' ""''°+ '* ""` t-. . , ' - > GREATER THAN LLV LONG LEG VERTICAL 3. OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SEOR. "'>: ' i " ` p- IP �, 't '"' ± PLUS OR MINUS LOCS LOCATIONS , ( 1` / M ,xi SHALL BE BROUGHT TO THE ATTENTION OF THE SEOR PRIOR TO PROCEEDING WITH ANY WORK INVOLVED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION SCHEDULE AND SHALL NOTIFY THE STRUCTURAL + .tra 4 r COPY DEGREE LONG LONGITUDINAL ° t ` ",.sk • a¢ ds. 4 S' A ' : 4;i4 :; . �+ E COPY 0 DIAMETER LTWi LIGHTWEIGHT 5. MAXIMUM MOISTURE CONTENT FOR ALL STRUCTURAL MEMBERS SHALL NOT EXCEED 19 PERCENT(19 k)UNLESS NOTED OBSERVER NO LESS THAN THREE(3)BUSINESS DAYS IN ADVANCE OF REQUIRED OBSERVATIONS.FAILURE OF �" - '• ®y 1 1C 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL OTHERWISE.ALL 2x FRAMING SHALL BE STAMPED'S-DRY.' CONTRACTOR TO PROVIDE ADEQUATE NOTIFICATION MAY RESULT IN DELAYS DUE TO CORRECTIVE WORK OR REMOVAL ABBREVIATIONS MANUF MANUFACTURER DIMENSIONS.ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE SEOR AND SHALL BE RESOLVED PRIOR OF SUBSEQUENT WORK TO ALLOW ADEQUATE OBSERVATION.REMOVAL AND REPLACEMENT OF ANY FINISHED WORK TO PROCEEDING WITH THE WORK. 6. BOLT HOLES TO BE NOMINAL DIAMETER OF BOLT PLUS 1/16'UNLESS NOTED OTHERWISE. PROVIDE WASHERS UNDER AND/OR FRAMING DAMAGED BY THE REMOVAL PROCESS OR AS REQUIRED FOR CORRECTIVE ACTION RESULTING FROM \, AB ANCHOR BOLT MAX MAXIMUM V I C I N ITY MAP " Vol u nta�/ ADDL ADDITIONAL MECH MECHANICAL HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INADEQUATE NOTIFICATION SHALL BE AT THE CONTRACTOR'S EXPENSE- 5. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST CURRENT J ADJ ADJACENT MID MIDDLE KNOWLEDGE,BUT WITHOUT GUARANTEE OF ACCURACY.WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, 7. FRAMING HANGERS,CAPS,HOLDOWNS,POST BASES,ANCHORS,CONNECTORS,ETC.,SHALL BE AS MANUFACTURED BY 6. THE STRUCTURAL OBSERVER SHALL AS A MINIMUM PERFORM STRUCTURAL OBSERVATION AT THE FOLLOWING STAGES _Ai._ o J ALT ALTERNATE MIN MINIMUM THEY SHALL BE REPORTED TO THE SEOR SO THAT THE PROPER REVISION MAYBE MADE. MODIFICATIONS OF "SIMPSON COMPANY'OR APPROVED EQUAL TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO OF CONSTRUCTION(CONSTRUCTION STAGES AND ELEMENTS/CONNECTIONS TO BE OBSERVED): SCALE: NONE I s e i s m i c APPROX APPROXIMATE,APPROXIMATELY CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE SEOR AND THE GOVERNING INSTALLATION. o ARCH ARCHITECT,ARCHITECTURAL (N) NEW N/A NOT APPLICABLE AGENCY. A. COMPLETION OF STRUCTURAL SYSTEM strengthening BLKG BLOCKING,BLOCK NTS NOT TO SCALE 8. NAILS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F-1667 PER IBC SECTION 2303.6.NAILS SHALL BE COMMON BM BEAM 6. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE WIRE(UNO)AND THE NUMBER OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THE AMOUNTS SET METHOD OR SEQUENCE OF CONSTRUCTION,UNLESS NOTED OTHERWISE.THE CONTRACTOR SHALL SUPERVISE AND FORTH IN THE PREVAILING BUILDING CODE.GALVANIZED COMMON NAILS SHALL BE USED FOR ALL EXPOSED EXTERIOR BOT BOTTOM OC ON CENTER _ t WOOD.COMMON NAILS SHALL CONFORM TO THE SPECIFICATIONSa k • t'' DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES, OF NAIL PROPERTIES SCHEDULE BELOW •�^- x :' ;11®. -� Oregon B U S�n ESS BTWN BETWEEN OP OPERATINGti y s • _ m a ' i - # {¢ SEQUENCES AND PROCEDURES,INCLUDING BUT NOT LIMITED TO BRACING,SHORING AND LAYDOWN OF CONSTRUCTION SPECIAL INSPECTION: MATERIALS. NAIL PROPERTIES SCHEDULE x " t � �` ' ' "` r5 � Park 1 - Building #1 CALLS CALCULATIONS PERP PERPENDICULAR 1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE SPECIAL INSPECTIONS DURING :. ,` '" . ,M' ' ; CG CENTER OF GRAVITY PLF POUNDS PER LINEAR FOOT . DESIGNATION LENGTH WIRE DIAMETER HEAD DIAMETER CONSTRUCTION FOR CERTAIN TYPES OF WORK WHEN SO SPECIFIED IN THE CONTRACT DOCUMENTS AND PROJECT : . , -„ r<" - " =� _ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY CONSTRUCTION LOADING,INCLUDING LOADING FROM �;_ x, A, *. •e - rt p,, € %:�r" ;� � '4 _ CL CENTERLINE PSI POUNDS PER SQUARE INCH EQUIPMENTSUCH AS SKIP LOADERS,SCISSOR LIFTS ETC. ON ALL PORTIONS OF THE STRUCTURE,WHETHER ELEVATED ;, :• fid, ' .z, ; • 16572 16798 SPECIFICATIONS.THESE SPECIAL INSPECTIONS SHALL BE IN ADDITION TO AND COMPLEMENTARY WITH THE INSPECTIONS - ._ ."_ �,. CLR CLEAR,CLEARANCE OR ON GRADE.THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PATH-OF-TRAVEL FOR MOVING PERMANENT 6d 2' 0.113' 0.266' PROVIDED BY THE GOVERNING AGENCY. _ k [ « = t n " CMU CONCRETE MASONRY UNIT QTY QUANTITY . , k ,„ _ s " : i' T -, f,r A'' ', ;- !,.A SW 72nd Avenue EQUIPMENT TO ITS FINAL LOCATION,INCLUDING THE EFFECTS OF TEMPORARY LOADING AS THE EQUIPMENT IS .n - ' ` - COL COLUMN 8d 21/2' 0.131' 0.281' 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE *� ""' * z - "' ... : - - INSTALLED.THE CONTRACTOR MAY USE THE"DESIGN LOADS'INFORMATION PROVIDED ABOVE WHEN CONSIDERING Ili ", 4 ; ;1/2,t4:1L:7 a ' ,, axgtv, y� TIgard, OR 97224 CONC CONCRETE REINF REINFORCING SATISFACTION OF THE STRUCTURAL ENGINEER OF RECORD AND THE GOVERNING AGENCY,FOR INSPECTION OF THE t , _TEMPORARY CONSTRUCTION LOADING CONDITIONS. 10d 3' 0148' 0.312'CONN CONNECT,CONNECTION READ REQUIRE,REQUIRED PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. '` '= x ' ' "'f • L ;CONT CONTINUOUS 12d 31/4' 0.148' 0.312' . "- _ < Q' � f . " -` x7,s „.8. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE SEOR SHALL NOT INCLUDE INSPECTIONS OF THE .`" J * 1 t #'PROTECTIVE MEASURES OF THE CONSTRUCTION PROCEDURES.ANY SUPPORT SERVICES PERFORMED BY THE SEOR 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE DESIGN DRAWINGS, ,r 4' ` '9'- •;■E--, r .-- -••*'t, --- ; ' -- > =. � F xi0db BAR DIAMETER(REBAR) SCHEN SCHEDULE 16d 31/2' 0.162' 0.344' ._ l'"SPECIFICATIONS AND APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE AND OTHER APPLICABLE REGULATIONS „- v,... r , 44 " sDURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED SPECIAL INSPECTION ' ar . a'a-,DBL DOUBLE SEOR STRUCTURAL ENGINEER OF RECORD 20d 4' 0.192' 0.406 IDENTIFIED WITHIN THE CONSTRUCTION DOCUMENTS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE - '` tSERVICES WHICH ARE FURNISHED BY OTHERS.THESE SUPPORT SERVICES PERFORMED BY THE SEOR,WHETHER OF il?-"` ;. * * y ,3, • 7 %q t 4".. i` `=`s si'DIA DIAMETER SIM SIMILAR ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION AND THEN,IF UNCORRECTED,TO THE ATTENTION OF THEat '"°MATERIAL OR WORK,AND WHETHER PERFORMED PRIOR T0,DURING OR AFTER COMPLETION OF CONSTRUCTION,ARENOTE: 10d COMMON SHORT 2-118'LONG MAY BE USED AT 112'AND THINNER �' ► - ' "' " . ;:DIAL DIAGONAL SMS SHEET METAL SCREW ( ) STRUCTURAL ENGINEER OF RECORD AND THE GOVERNING AGENCY.IT SHALL BE THE GENERAL CONTRACTOR'S �. a,,PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH PLYWOOD IN LIEU OF tOd COMMON 3' OR 8d COMMON 2-112".NAILING e sI `xDIM DIMENSION SQ SQUARE T DOCUMENTS BUT DO NOT GUARANTEE CONT ON TRUED AS ( ) ( ) RESPONSIBILITY TO COORDINATE WITH THE SPECIAL INSPECTOR AND SCHEDULE THE SPECIAL INSPECTIONS WITH " „CONTRVI RACTOR'S PERFORMANCE,AND SHALL NOT BE C S • c- + .,-t}/..'.;:#11:f4 vtDWG DRAWING SS STAINLESS STEEL SHALL NOT BREAK THROUGH OUTER PLY OF PLYWOOD.IF PNEUMATIC GUNS ADEQUATE TIME TO ADDRESS ANY AND ALL POTENTIAL DISCREPANCIES PRIOR TO PROCEEDING WITH SUBSEQUENTa` ,� ' z "SUPERVISION OF CONSTRUCTION. a t b, �" a zySTAGG STAGGER ARE USED,THEY SHALL BE ADJUSTED TO SATISFY THE ABOVE CRITERIA. WORK THAT COVERS OR OTHERWISE MAKES INACCESSIBLE ANY WORK IDENTIFIED AS DEVIATING FROM THE PROJECT t," y o 3{�(E) EXISTING STIFF STIFFEN,STIFFENER REQUIREMENTS. 4 ^"s4. � � / = r "9. ASTM DESIGNATIONS AND ALL STANDARDS REFER TO THE LATEST AMENDMENTS.• EA EACH STIRR STIRRUP C TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF APPROXIMATELY 30 DEGREES WITH THE MEMBER AND STARTED � ' fi ` 'EF EACH FACE STRUC STRUCTURAL APPROXIMATELY 113 THE LENGTH OF THE NAIL FROM THE MEMBER END 4. THE SPECIAL INSPECTOR SHALL FURNISH REGULAR INSPECTION REPORTS TO THE STRUCTURAL ENGINEER OF RECORD 1 ? ' _ S2p " t10. WHEN THE ALLOWANCE FOR SUBSTITUTION OF A SPECIFIED MATERIAL OR PRODUCT DESIGNATION IS IMPLIED ON THE x' _ *". CITYORTIG�iRDIS SYM SYMMETRICAL - ' `__ `ELEC ELECTRICAL DESIGN DRAWINGS BY THE USE OF THE WORDS'OR APPROVED EQUAL',APPROVAL SHALL BE OBTAINED FROM THE AND THE GOVERNING AGENCY IDENTIFYING THE WORK INSPECTED AND ANY UNCORRECTED DISCREPANCIES FROM THE 4 • Y _ ;EMBED EMBED;EMBEDDED,EMBEDMENT a :1 " *' AWED FORCODECQMPLIASEOR AND THE GOVERNING AGENCY PRIOR TO FABRICATION OR INSTALLATION OF THE SUBSTITUTED MATERIAL OR10. AT PANELIZED ROOF,NO SYSTEMS SHALL BE SUPPORTED FROM SUB PURLINS(Le.DUCTWORK,ELECTRICAL CONDUITS, CONSTRUCTION DOCUMENTS.AT THE CONCLUSION OF THE PROJECT OR THE SPECIAL INSPECTORS ASSIGNED SCOPEc M EOR ENGINEER OF RECORD T&B TOP&BOTTOM SUSPENDED CEILINGS,SPRINKLERS,ETC)UNLESSNOTED OTHERWISE. OF WORK,THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING PRODUCT. G "- c-. est / ,, ..,,a5 1, ,eveai�� '-S q 1 ) EQ EQUAL THK THICK,THICKNESS SPECIAL INSPECTION WAS,TO THE BEST OF HIS OR HER KNOWLEDGE,COMPLETED IN CONFORMANCE WITH THE t = kt, a _: EQUIP EQUIPMENT THRU THROUGH 11. DIMENSIONS SHALL GOVERN OVER SCALES SHOWN ON DRAWINGS. 11. STITCH NAILING FOR DOUBLE SAWN JOISTS SHALL BE 16d NAILS AT 12'ON CENTER STAGGERED TOP AND BOTTOM. CONSTRUCTION DOCUMENTS AND SPECIFICATIONS(INCLUDING APPROVED RFI'S,ADDENDUMS,ETC.)AND THE EW EACH WAY TRANS TRANSVERSE STITCH BOLTING FOR BUILT UP BEAMS(FOUR 2x MEMBERS MAXIMUM)SHALL BE 1/2"DIAMETER MACHINE BOLT AT 18"ON APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE AND OTHER APPLICABLE REGULATIONS IDENTIFIED WITHIN THE Pern t #: �P, OI7-Oc t 7 EXP EXPANSION TYP TYPICAL 12. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE SPECIAL INSPECTIONS DURING CENTER.STITCH BOLTING FOR FIVE 2x MEMBERS OR MORE SHALL BE 5/8"DIAMETER MACHINE BOLTS AT 18"ON CENTER CONSTRUCTION DOCUMENTS. A „, yx� EXT EXTERIOR CONSTRUCTION WHEN SO SPECIFIED ON THE CONTRACT DRAWINGS AND SPECIFICATIONS FOR CERTAIN TYPES OF STAGGERED TOP AND BOTTOM,UNLESS NOTED OTHERWISE. -. .�__- UNO UNLESS NOTED OTHERWISE 5. SPECIAL INSPECTIONS INDICATED BELOW SHALL BE PROVIDED IN EITHER A CONTINUES OR PERIODIC CAPACITY,AS S,ut - ` WORK.THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE HIS COMPETENCE,TO THE SITE PLA N FDN FOUNDATION SATISFACTION OF THE GOVERNING AGENCY,FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR 12. PRE-DRILL ALL LAG SCREW HOLES WITH DIAMETER(D)FOR UNTHREADED SHANK,40%TO 70%OFD FOR THREADED DEFINED BELOW,AS REQUIRED BY THE INDIVIDUAL CODE OR REFERENCED STANDARD, B ii:uc. FTG FOOTING VERT VERTICAL PORTION.THE THREADED PORTION OF LAG SCREWS SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A ]U V J 7 13 VIF VERIFY IN FIELD OPERATION REQUIRING SPECIAL INSPECTION.THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS.THE SPECIAL INSPECTOR SHALL FURNISH WRENCH,NOT BY DRIVING WITH A HAMMER.PROVIDE SOAP OR LUBRICANT ON LAG SCREWS OR IN LEAD HOLE TO 6. CONTINUOUS SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE SCALE: NONE 1717 - GA GAUGE INSPECTION REPORTS TO THE SEOR AND TO THE GOVERNING AGENCY.ALL DISCREPANCIES SHALL BE BROUGHT TO THE FACILITATE INSERTION AND PREVENT DAMAGE TO LAG SCREWS OR WOOD SCREWS. INSPECTED IS BEING PERFORMED.FOR STRUCTURAL STEEL,CONTINUOUS INSPECTION IS FURTHER DEFINED SUCH THAT �/ 6 g / 1679 S GALV GALVANIZE W/ WITH IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION,THEN,IF UNCORRECTED,TO THE SEOR AND TO THE INSPECTION SHALL TAKE PLACE ON EACH ELEMENT TO BE INSPECTED(I.E.EACH BOLT OR WELD). • W/O WITHOUT GOVERNING AGENCY.THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK HEX HEXAGONAL WP WORK POINT REQUIRING SPECIAL INSPECTION WAS,TO THE BEST OF HIS KNOWLEDGE,IN CONFORMANCE WITH THE DESIGN 7. PERIODIC-SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO HORIZ HORIZONTAL WT WEIGHT DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISION OF THE CODE AND OTHER POST-INSTALLED ANCHORS: BE INSPECTED HAS BEEN OR IS BEING PERFORMED.FOR STRUCTURAL STEEL,PERIODIC INSPECTION IS FURTHER APPLICABLE REGULATIONS IDENTIFIED ON THE PLANS OR IN THE PROJECT SPECIFICATIONS. DEFINED SUCH THAT ITEMS ARE OBSERVED ON A RANDOM BASIS. ID INSIDE DIAMETER STRUCTURAL STEEL SHAPES 1. POST INSTALLED ANCHOR NOTES IN THIS SECTION SHALL APPLY TO ALL ANCHORS INSTALLED INTO HARDENED INFO INFORMATION Cx STANDARD CHANNEL 13. UNLESS SPECIFICALLY SHOWN ON THESE PLANS,NO STRUCTURAL MEMBER(BEAM,COLUMN,SHEARWALL,GRADE BEAM, CONCRETE. REQUIRED VERIFICATION AND INSPECTION OF IDR INSPECTOR OF RECORD HSS HOLLOW STRUCTURAL SECTIONS ETC.)SHALL BE CUT,DRILLED OR NOTCHED WITHOUT PRIOR AUTHORIZATION FROM THE SEOR AND THE GOVERNING CONCRETE CONSTRUCTION PER IBC TABLE 1705.3 Lx ANGLE SCOPE 0 F WORK AGENCY. PERIODICALLY REFERENCE FOR CRITERIA THIS PROJECT IS A VOLUNTARY SEISMIC KB3 HILTI KWIK BOLT 3(ANCHOR) Mx M SHAPES VERIFICATION ANDINSPECTIai DURING TASK DURING TASK MISC.STANDARDS Oc KB-TZ HILTI KWIK BOLT TZ(ANCHOR) STD PIPE STANDARD PIPE STRUCTURAL AND MISCELLANEOUS STEEL 3. LOCATE EXISTING REINFORCING BY NON-DESTRUCTIVE METHODS PRIOR TO DRILLING.EXISTING REINFORCING SHALL LISTED LISTED STRENGTHENING OF THE WALL ANCHORAGE KSF KIPS PER SQUARE FOOT Sx S SHAPES NOT BE CUT.IF REINFORCING IS ENCOUNTERED,ADJUST HOLE LOCATION BY 1.5 TIMES HOLE DIAMETER MINIMUM,2" SYSTEMS TO REDUCE THE POTENTIAL FOR KSI KIPS PER SQUARE INCH Wrx,STx STRUCTURAL TEES 1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC MAXIMUM,(BUT NOT CLOSER TO THE EDGE OF CONCRETE),AS REQUIRED TO AVOID REINFORCING.DRILLED HOLES THAT I. INSPECT ANCHORS POST- INSTALLEDHARDENED Wx W SHAPES SPECIFICATIONS FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,LATEST ARE ABANDONED SHALL BE FILLED WITH ADHESIVE OR NON-SHRINK GROUT. NINMEMBERS X ACI 318 CH 17284 STRUCTURAL DAMAGE IN AN EARTHQUAKE. X-STRG EXTRA STRONG PIPE EDITION.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATION(UNLESS NOTE I BELOW): XX-STRG DBL EXTRA STRONG PIPE NOTED OTHERWISE): 4. HOLES FOR INSTALLATION OF THE EXPANSION ANCHOR,THREADED ROD ORREINFORCING BAR SHALL BE DRILLED USING A. WIDE FLANGE SECTIONS(W,WT) ASTM A-992 FY=50KSI A DRILL THAT HAS A CARBIDE-TIPPED BIT THAT COMPLIES WITH ANSI B212.15.A REBAR CUTTING DRILL BIT IS NOT B. CHANNELS AND MISC SHAPES(C,MC,S,M) ASTM A-36 FY=36KSI ALLOWED. CONCRETE SPECIAL INSPECTION NOTES: C. ANGLES AND PLATES ASTM A-36 FY=36KSI 1. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION ARE INCLUDED IN THE D. PIPE'STD,XSTRG,XXSTRG) ASTM A-53 TYPE E,GR B FY SKSI RESEARCH REPORT FOR EACH POST-INSTALLED ANCHOR ISSUED BY AN APPROVED E. HSS TUBE(SQ,RECTANG) ASTM A-500,GR B FY46KSI 5. CONTRACTOR SHALL USE APPROPRIATE EQUIPMENT AND METHODS AS REQUIRED TO PROVIDE DRILLED HOLES FOR SOURCE.THESE SPECIAL INSPECTION REQUIREMENTS SHOULD BE FOLLOWED. POST-INSTALLED CONCRETE ANCHORS IN ACCORDANCE WITH APPLICABLE STANDARDS,MANUFACTURER'S WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED,CONTACT STRUCTURAL OFFICE F. HSS TUBE(ROUND) ASTM A-500,GR B FY=ICE COPY 46K51 RECOMMENDATIONS,AND QUALIFYING(ICC)TEST REPORTS.CARE SHALL BE TAKEN TO PREVENT OVERSIZING,OVALING, ENGINEER FOR SPECIAL INSPECTION REQUIREMENTS PRIOR TO PROCEEDING WITH AND/OR BLOW-OUT THROUGH THE BACK FACE OF THE DRILLED MEMBER.IF OVERSIZING,OVALING,AND/OR BLOW-OUT THE WORK.PROJECT SPECIFIC SPECIAL INSPECTION MEASURES SHALL BE APPROVED 2. STEEL HSS TUBES SHALL CONFORM TO ASTM A-500 GR B SEAMLESS.SULFUR CONTENT SHALL BE LESS THAN OR EQUAL OCCURS,THE EMPLOYED EQUIPMENT AND METHODS SHALL BE DISCONTINUED.ADDITIONAL DRILLING SHALL NOT BE BY THE GOVERNING AGENCY PRIOR TO THE COMMENCEMENT OF THE WORK. s ISSUE DATE: 06-27-2017 I ti. -�..-. .,)N T00.05%. SPE I REQUIREDRESUMED UNTIL THE SEOR HAS PROVIDED APPROVED REPAIR PROCEDURES.THE CONTRACTOR SHALL BE RESPONSIBLE 0 A DESCRIPTION DATE State 0} Orr.yv��iuc tura Specialty Code FOR THE COST OF ALL SUCH REPAIRS.WHEN RESUMING DRILLING,THE CONTRACTOR SHALL MODIFY THE PROCEDURES 9 • 3. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND SEOR FOR REVIEW PRIOR TO AS NECESSARY TO PREVENT FURTHER DAMAGE. BLDG DEPT SUBMITTAL 06-27-2017FABRICATION AND ERECTION,IN ACCORDANCE WITH NOTES A AND B OF GENERAL STRUCTURAL NOTES. K ❑ Concrete and Reinforcing Stasi 4. A TOLERANCE OF+0,-1/4 INCH SHALL BE APPLIED TO ALL SPECIFIED CAMBERS. 6. HOLES SHALL BE CLEANED OF DUST AND DEBRIS,USING A WIRE BRUSH AND COMPRESSED AIR OR MANUFACTURERS = i 'I Bolts Installed In Concrete BLOW-OUT BULB(AS PER MANUFACTURER'S RECOMMENDATIONS)AS REQUIRED TO REMOVE PARTICULATE DEBRIS AND i 5. ALL STEEL EXPOSED TO MOISTURE OR WEATHER SHALL BE HOT-DIPPED GALVANIZED,UNLESS NOTED OTHERWISE. TO ACHIEVE A RELATIVELY DUST-FREE SURFACE.CLEANLINESS OF DRILLED HOLES SHALL BE VERIFIED AND 0 Special Moment-Resisting Concrete Frame DOCUMENTED BY A SPECIAL INSPECTOR. ❑ Reinforcing Steel&Prestressing Steel Tendons 6. PAINTING OF STRUCTURAL STEEL SHALL COMPLY WITH THE REQUIREMENTS PER AISC 360 AND IBC SECTION 2203.2. STRUCTURAL STEEL EMBEDDED IN CONCRETE OR MASONRY SHALL BE UNPAINTED. 7. OIL,SCALE,AND RUST SHALL BE REMOVED FROM THE EXPANSION ANCHOR,THREADED ROD OR REINFORCING BAR S! Structural Welding PRIOR TO INSTALLATION. ❑ High Strenght Bolting 7. HOT-DIP GALVANIZE OR PROVIDE THREE-INCH(3')MINIMUM CONCRETE COVER AROUND ALL STRUCTURAL STEEL BELOW GRADE. 8. APPROVED ADHESIVE ANCHOR SYSTEMS(AND THREADED ROD)AND EVALUATION REPORTS ARE AS FOLLOWS: HILTI ❑ Structural Masonry HIT-RE 500-V3(ASTM A-36)ESR-3814. ❑ Reinforced Gypsum Concrete 8. BOLTS SHALL CONFORM TO ASTM A-307,UNLESS NOTED OTHERWISE.BOLTS EMBEDDED IN CONCRETE OR MASONRY SHALL CONFORM TO ASTM F-1554 GR 36 AND SHALL BEHEADED-TYPE.DO NOT USE J-TYPE BOLTS.THREADED RODS 9. SEE SPECIAL INSPECTION NOTES FOR INSPECTION REQUIREMENTS.CONTINUOUS SPECIAL INSPECTION IS REQUIRED ❑ Insulating Concrete FII SHALL CONFORM TO ASTM A-36,EXCEPT WHERE USED AS APOST-INSTALLED ANCHOR. DURING INSTALLATION OF ADHESIVE ANCHORS.THE SPECIAL INSPECTOR SHALL OBSERVE AND RECORD DATA AS ❑ Spray Applied Fre-Resistive Materials 9. UNLESS NOTED OTHERWISE,ALL BOLTS SHALL BE INSTALLED"SNUG TIGHT'.THE SNUG TIGHT CONDITION IS DEFINED AS SPECIFIED IN THE'SPECIAL INSPECTION'SECTION OF THE APPLICABLE EVALUATION REPORT. ❑ Pi ngs,Drilled Piers and Caissons THE TIGHTNESS THAT EXISTS WHEN ALL PLIES OF THE JOINT ARE IN FIRM CONTACT.BOLTS OF SLOTTED CONNECTIONS SHALL BE INSTALLED`FINGER TIGHT'ONLY,WITH THREADS SPOILED.THE FINGER TIGHT CONDITION IS DEFINED AS THE 10. EFFECTIVE EMBEDMENT DEPTH FOR POST INSTALLED ANCHORS SHALL BE NOTED ON PLAN. ❑ Shotcrete - - TIGHTNESS THAT EXISTS WHEN THE WASHER AND BOLT HEAD ARE IN FULL CONTACT WITH WEB OR SHEAR TAB.WHERE 0 Special Grading,Excavation and Ftling SLOTTED CONNECTIONS ARE INDICATED THE WASHER SHALL BE PLACED OVER THE SLOTTED HOLE. ❑ Smoke-Control Systems 10. ALL WELDING SHALL COMPLY WITH AWS SPECIFICATIONS AND SHALL BE PERFORMED BY WELDERS CERTIFIED FOR THE TYPE OF WELDING TO BE PERFORMED.WELDING PROCEDURE SPECIFICATIONS(WPS)SHALL BE PROVIDED FOR EACH ❑ Other Inspections - -' ' WELD TYPE SHOWN ON THE DRAWINGS IN CONFORMANCE WITH AWS D1.1 AND D1.4.EACH WPS SHALL BE REVIEWED BY AN AWS SCWI CERTIFIED INSPECTOR AND SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD(SEOR)FOR REVIEW. IF A WELD ASSEMBLY NOTED ON PLANS DOES NOT FALL WITHIN THE PREQUALIFIED CRITERIA,CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A QUALIFICATION RECORD FOR THE SPECIFIED WELD AS PART OF THE WPS SUBMITTAL. 11. ALL WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS WITH E70XX ELECTRODES. - 12. WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE,USE MINIMUM SIZE WELDS AS SPECIFIED IN THE AISC STEEL CONSTRUCTION MANUAL,14TH EDITION,SPECIFICATION SECTION J2.2B. a. 13. ALL STRUCTURAL FIELD WELDING SHALL REQUIRE SPECIAL INSPECTION BY AN AWS CERTIFIED INSPECTOR APPROVED S R -C r U . BY THE GOVERNING AGENCY(WELDING OF MISCELLANEOUS LIGHT-GAUGE MATERIALS SUCH AS METAL STUDS,FURRING " �$S:P PR°'ess, CHANNELS,ETC.,DOES NOT REQUIRE SPECIAL INSPECTION). ��� 0NC'I DEF. °� &- , ..BPE/ 14. SEE SPECIAL INSPECTION NOTES FOR INSPECTION REQUIREMENTS.ALL SHOP WELDING SHALL BE DONE IN THE SHOP OF . /� A LICENSED STEEL FABRICATOR APPROVED BY THE GOVERNING AGENCY OR SHALL REQUIRE SPECIAL INSPECTION BY �, � `.. AN AWS CERTIFIED INSPECTOR APPROVED BY THE GOVERNING AGENCY. .. e, NFTH D. O O EXPIRATION DATE: 12-31-18 0 • JOB NUMBER: 17-0192-00(BLDG 14) DRAWN: JA/SMA o - - - DESIGNED: ERB CHECKED: KDO SCALE: AS NOTED ls0 K 0 = STRUCTURAL NOTES AND ABBREVIATIONS P g 4 I 4 CITY OF TIGARD Approved by Planning g S 1 0 Date: 1177 Jlj1"1I- w N I' I Initials: Z g I L p RN . a R 8 N STRUCTURAL ENGINEERS 3900 Cover Street Long Beach, CA 90808 562.985.3200 P 562.985.1011 F o Voluntary • W Seismic Strengthening ROOF FRAMING PLAN NOTES Oregon Business 1. ALL CONSTRUCTION IS NEW UNLESS OTHERWISE NOTED AS EXISTING OR(Ey Park 1 - Building #1' EXISTING CONSTRUCTION IS AS SHOWN FADED.NEW CONSTRUCTION IS AS SHOWN SOLID AND IS REFERENCED BY DETAILS AND NOTES. 16572-16798 2. EXISTING CONDITIONS ARE AS SHOWN TO THE BEST OF OUR KNOWLEDGE. SW 72nd Avenue CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. Tigard, O R 97224 DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE AS SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING. 3. SEE GENERAL NOTES SHEET S1.0 FOR APPLICABLE NOTES REGARDING THE VARIOUS CONSTRUCTION ELEMENTS AS SHOWN ON PLAN. 4. = INDICATES NEW STRENGTHENING ANCHORS,SEE SHEET S3.0 FOR APPLICABLE STRENGTHENING DETAILS.FOR HOLDOWN ANCHOR INSTALLATION,SEE DETAIL 4 ON SHEET S3.0. 5. CONTRACTOR TO COORDINATE LOCATION AND INSTALLATION OF ANCHORS WITH EXISTING CONDITIONS.WOOD SHIMS AND/OR ADDITIONAL WOOD MEMBERS AND CONNECTORS MAY BE REQUIRED IF EXISTING WOOD MEMBERS DO NOT LINE-UP. • CONTACT ENGINEER IF OFFSET REQUIRING SHIMS IS GREATER THAN 2'.IF OFFSET IS LESS THAN 2'PROVIDE 2x4 x8'-0'LONG SHIMS AS REQUIRED(MINIMUM).NAIL SHIMS TO WOOD ROOF MEMBERS WITH 2 ROWS OF 10d @ 4'OC. 6. DRILL BOLT HOLES WITH DRILLING JIG AS REQUIRED TO ENSURE HOLES ARE PERPENDICULAR TO FRAMING MEMBER. 7. SUB-PURLIN ANCHORS SHALL BE INSTALLED PER PLANS;HOWEVER,LOCATIONS AS SHOWN MAY NEED TO BE ADJUSTED TO PREVENT INTERFERENCE WITH EXISTING DUCTS,EQUIPMENT,ETC. NOTIFY ENGINEER PRIOR TO ADJUSTING LAYOUT. 8. VERIFY ALL PERTINENT DIMENSIONS AND POTENTIAL INTERFERENCES WITH MECHANICAL EQUIPMENT,PIPES,DUCTS,ETC.,PRIOR TO INSTALLATION OF ANCHORS.PROVIDE SHIMS AND/OR RELOCATE INTERFERENCES AS REQUIRED FOR INSTALLATION. 0 0 0 4 © 246'-2,/2• 6 CIO 10 8 9 ( ..) GI 24'-9114" 24'-7" 24'-T (, 24'4' 24'-7" 24'-7' 24'-7" 24'-7" 24'-7' 1 24'-91/4' 5 1/2' 11 5 112" I I 1 l I. i 1 I TYP AT 6'-0'OC 3 NP AT o ISSUE DATE: 06-27-2017 1 h 1 1 1 I S3.0 .PURLINS AS 1.. 1 1 S3.0 GLB AS 1 1 . /� MAX AT SUB SHOWN /NOS DESCRIPTION DATE - i BLDG DEPT SUBMITTAL 06-27-2017 SHOWN (E)5 VT CONC 2 1 TILT-UP PANEL,TYP i= A T- II II II - I II II II II II II II II 11 it II I II II II II II I II I II II II II II II II III II II l _ i� I II II II _ y _ II II II II II II II II II II II II II II II 1 I II II II II II II II II II II II II II II - ATEA 2x SUB PURLINS it PURLIN,AS I 1 SHOWN @ 24"OC,TYP II I I 2 11 o 53.0 _ _ -. _ — u — M M M 93 (") era MCO CO CO CO 0 0 SO CO 0 CD CO Fie (E)4x16 PURLINS • B - \ - - - - - - - __I - - - - - u - — - - - O - - - to - - - - -- -0 - - - - - - - - - - - -- - - - - 11 - - - - - - a 4�'F�G CI PNT:RP FEp F q6:t4Vra- �— MIS =1 —I I I I—I 1 1 -1 I—I II I_ • / / _ 1 + + TYP AT (E)NON-BEARING 6 DEMISING WALL GLB HI NGE S3.0 'VEIN D 0 C SPLIC BELOW _ — _ _ I = iEr... 2 EXPIRATION DATE 12-31-16_j o 03 Da CO 5 co S3.0 0 in 0 0 CO . 0 0 c� S3.0 CD ATEA JOB NUMBER: 17-0192-00(BLDG 14) N N r ! N N " N " PURLIN,AS N DRAWN: JA/SMA — TYP @ 24'OC v a — SHOWN to to n, %, I m C AT PURLINS to io — DESIGNED:. ERB to tD t0 (O : to.. up 0 CO tD. RIrl ra = 2x SUB PURLINS W w AS SHOWN L7 v CHECKED: KDO " 24OC,TYP r °e \ SCALE: AS NOTED 1 Ii H w ROOF FRAMING = tl H II II II II II II II II II II II II II II II II II H II II ++ H II II II II II II = PLAN 111 III I III II I I SII 1�1 III LI , III I�I IM III SII III ( I� III III ( ill I III I III III I II 1 111 1� 1 III I II I i I III I 111 I III 1 I II 1iI III I III Ill I III I I III I I III N- 1 Lc, ® TYP AT 6'-0'OC GLB AS TYP AT 3 MAX AT SUB 1 SHOWN S3.0 PURLINS AS S3.0 SHOWN 44016 ;i z { QNB p sc, ROOF FRAMING PLAN A gi s2 0 2 SCALE: 3/32"=1'0" N i _ I I (E)ROOF (E)NAIL (E)ROOF SHEATHING w SHEATHING NOTE: 0 ..mar�����s� wiNO w CONTRACTOR TO PROVIDE OWNER awn (E)NAIL WITH ALTERNATE PRICING FOR 3 1/8"x9" I i■�(� rPC)Iii i„ z g 24F-V4 GLUCAN OR 31@"x9112' sI C o II t NJl Eta u N VERSA-LAM 2.0(ESR-1040)BLOCKING IN STAGG ' v ®lC LIUE OF SAWN 4x14 BLOCKING. STRUCTURAL ENGINEERS .arma16d @ 6'0C, ' a. (E)SUB-PURLIN 3900 Cover Street STAGG J 4x SISTER Long Beach, CA 90808 4x4 SISTER SIMPSON HDU2-SDS2.5 EA SIDE OF 4x10 ADJ TO(E)SUB-PURLIN BTWN WALL 562.985.3200 P (E)PURLIN STAGGERED(4 TOTAL)WI &1ST PURLIN WI HU46 EA END(CONN 56/985.1011 F (E)SUB-PURLIN 5/8"0 FULLY THREADED ROD(HD AT HANGER TO WALL W/(12)-1/4'0 x1 3/4' OPPOSITE FACE OF SUB-PURLIN , SIMP HEX HEAD TITEN SCREWS).STITCH SECTION B-B SHOWN DASHED) (E)SUB-PURLIN TO(N)4x W/16d @ 6'OC SECTION A-A SCALE: 1 1/2"=1'-0" PER SECTION A-A(HD AT OPPSOITESCALE:1 1/2'=1'-0' (E)PLYWOOD FACE OF BLKG SHOWN DASHED) 6' B SHEATHING A I TMP PROVIDE BLDG PAPER BTWN 4x BLKG&CONC WALL PANEL -. iii _sr-- e=_��i ': --=--- ---�r ' ' ' -/ , "'(E)4x NAILER Lit z • D , A g 2'0" L n _ _ MAX A . q (E)PURLIN "r"-Th:(E)CONC WALL PER PLAN PER PLAN (E)PURLIN SIMPSON HDU5-SDS2.5 WI 6' i /'��t 112'CLR MIN(DO 0 Voluntary PER PLAN (E)2x4 SUB 518'0 FULLY THREADED ROD MAX NOT BLOW THRU PURLIN PER PLAN SET INTO(E)CONCRETE d, 0 WALL W/EPDXY(4'EMBED) BACK SIDE OF WALL (E)2x4 SUB PURLIN PER PLAN USE NON-IMPACT DRILL w Seismic • FOR LAST ONE-INCH OF TYP.STITCH(E)SUB-PURLIN 4HOLE DEPTH IF REQD Strengthening Strengthening SECTION B-B- .ti 51/2' WALL TIE AT SUB-PURLIN ��F 1 Oregon Business SCALE NONE S3.0 Park 1 - Building #11 16572-16798 SW 72nd Avenue Tigard, OR 97224 CL GLB Ji 3'-3" � CLEAR 3'-0' k PROVIDE(43)-10d NAILS THIS END SPAN PROVIDE(43)-10d NAILS THIS END SIMPSON HDU2-SDS2.5 EA SIDE OF 2' f I t t2' (E)PURLIN STAGGERED(2 TOTAL)W/ 5/8"0 FULLY THREADED ROD SET 1 SIMPSON CMST12 GLB INTO(E)CONCRETE WALL WI EPDXY (E)ROOF STRAP CENTERED (4'EMBED)(HD AT OPPOSITE FACE (E)ROOF SHEATHING (E)4x NAILER SHEATHING- i AS SHOWN OF PURLIN SHOWN DASHED) 1 iii T w ( (E)CONC WALL (E)PURLIN PER PLAN 1 . -(E)PURLIN PER PLAN (E)PURLIN PER PLAN PER PLAN 2-0' 1 1/2"CLR MIN(DO MAX i MAX NOT BLOW THRU 1 1 SIMPSON HDU5-SDS2.5 EA SIDE BACK SIDE OF WALL OF(E)GLB W/5/8.0 THREADED USE NON-IMPACT DRILL ROD(4 TOTAL PER CONN) FOR LAST ONE-INCH OF (HD AT OPPOSITE FACE OF HOLE DEPTH IF REQD PURLIN SHOWN DASHED) --(E)GLB (E)GLB THK PER PLAN NOTE: PER PLAN VIF OPTION 2 CONTRACTOR TO PROVIDE OPTION 1 OWNER WITH ALTERNATE PRICING FOR OPTION 1 AND OPTION 2. CONTINUITY TIE AT PURLIN 5 WALL TIE AT PURLIN 2 SCALE: 1"= 1'-3" S3.0 SCALE: NONE S3.0 SIMPSON HDU2-SDS2.5 EA SIDE OF 3'-3° CLEAR 3'-3' (E)GLULAM STAGGERED(2 TOTAL) rr PROVIDE(43)-10d NAILS THIS END / SPAN / PROVIDE(43)-10d NAILS THIS END W/5/8"0 FULLY THREADED ROD SET INTO(E)CONCRETE WALL WI EPDXY (E)HINGE CONN 2'-s'—,'- -,—s'-2" (4'EMBED)(HD AT OPPOSITE FACE o ISSUE DATE: 06-27-2017 SIMPSON CMST12 OF GLULAM SHOWN DASHED) H (E)ROOF ���((( STRAP CENTERED (E)HINGE CONN (E)ROOF SHEATHING cE A DESCRIPTION DATE SHEATHING AS SHOWN (E)ROOF SHEATHING , , . J ��� ., - BLDG DEPT SUBMITTAL 06-27-2017 (E)4x NAILER m c_I PM (E)CONC WALL PER PLAN Ez PROVIDE PLYWOOD SHIM , • rid (1/2'THK MAX)AS READ TO L .e::: — ::-- i _:?ea.assikacibis-- t`i'—' _; i - -- MAINTAIN 31/2'MIN CLR • / JDO NWN PANEL T&CTHREADED ROD 3'-0' o MAX 2'-0• . 1 1R'CLR MIN(DO NOT BLOW THRU ® 0 ® 0 BACK SIDE OF WALL- USE NON-IMPACT DRILL i_ I —aI Mill FOR LAST ONE-INCH OF / HOLE DEPTH IF REQD (E)GLB PER PLAN -----/ (E)GLB PER PLAN ✓ SIMPSON HDU5-SDS2.5 EA SIDE OF(E)GLB W/518'0 THREADED (E)GLB PER PLAN 0 OPTION 2 OPTION I ROD(4 TOTAL PER CONN) a NOTE: (HD AT OPPOSITE FACE OF GLB CONTRACTOR TO PROVIDE SHOWN DASHED) OWNER WITH ALTERNATE PRICING VIF 5112' FOR OPTION 1 AND OPTION 2. T CONTINUITY TIE AT GLULAM SPLICE 6 WALL TIE AT GLULAM 3 SCALE: 1"=1-0" S3.0 SCALE: NONE S3.0 h1 ' CTO.q c€ .e PROPCps 4v\& •ANO 1.N4• 'c i ..8PEj r- 0 P EXPIRATION DATE 12-31-18 • UNLESS SPECIFICALLY NOTED OTHERWISE ON PLAN OR DETAIL,THIS DETAIL SHALL APPLY TO ALL HOLDOWN/WALL ANCHORS. o w JOB NUMBER: 17-0192-00(BLDG 14) • WHERE APPLICABLE,INSTALL EPDXY ANCHOR(OR THRU-BOLT)PRIOR TO DRILLING = DRAWN: JA/SMA HOLES THRU WOOD MEMBER. IF REBAR OR OTHER OBSTRUCTIONS ARE ENCOUNTERED,NOTIFY ENGINEER PRIOR TO PROCEEDING. DESIGNED: ERB • INSTALL HOLDOWN&TIGHTEN NUTS AS INDICATED: CHECKED: MOs SCALE: AS NOTED STEP 1 STEP 3 a INSTALL BOLTS OR SCREWS BACK UP INNER NUT F- 3 CONNECTOR&WOOD TO LOCK CONNECTOR LIJSECTIONS AND sai MEMBER IN PLACE 2 DETAILS ii STEP 2 TIGHTEN OUTER NUT 1 a tip AT HD5B,HD7B&HD9B,PROVIDE WASHER BETWEEN INNER NUT& HOLDDOWN TO TIGHTEN AGAINST 4 HOLDOWN STIFF PLATES q C W r. TYPICAL HOLDOWN ANCHOR INSTALLATION 4 = S 3 0 . 2 SCALE: NONE S3.0 E =