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Plans (4) BU P2018-00161 ABBREVIATIONS: GENERAL STRUCTURAL NOTES: FRAMING LUMBER: STRUCTURAL OBSERVATION: r a {, r ,��{�!!! t ; jam` .a. L " `, � ''� M , .* i, ria. _ 4 3 .4 • CODES/INSTITUTIONS/ASSOCIATIONS DESIGN CRITERIA: 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH,WEST COAST(WCQF)OF THE FOLLOWING MINIMUM GRADES 1. THE STRUCTURAL ENGINEER OF RECORD(SEOR),OR HIS/HER DESIGNATED ENGINEER,SHALL PROVIDE VISUAL , �. • • . _ ; �,- , ' _. -�x�.,,_. .,� . ; � , z 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 ,x...s t ., . :1 ".'i ,''' / z II 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 ¢ ` �, lt ` ,� ; ` ' - -',q.� ' AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION A. ALL LUMBER=Ne.2 UNLESS NOTED OTHERWISE THE STRUCTURAL SYSTEM,AS REQUIRED BY IBC SECTION 1709 AND AS DEFINED IN IBC SECTION 1702.WRITTEN 3 r.- T. �'' w, rx� . ^, AISI AMERICAN IRON AND STEEL INSTITUTE DESIGN LOADS: REPORTS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE OR HIS DESIGNEE FOR DISTRIBUTION TO THE " a 4 '" s , "; '` l Y ! '" yr g'£d;9' W 1n s�, r x PROJECT LOCATION 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. . ,r'' .".-4* . .�° k s �. .��' _, ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS PERFORMANCE OBJEC-IVE 1:(LIFE SAFETY) EXTERIOR GRADE, MARKED STRUCTURAL 1 AND SHALL BE STAMPED BY AN APPROVED FABRICATOR. ; R ..v� :e.. . `t-- _ `r 16300-16330 STRUCTURAL ENGINEERS .x � {, ;. 0 :, SW 72ND AVE �J.,` `» r ''' S 9 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 " . . � . ,. '` "" ' '- TIGARD,OR 97224 3900 Cover Street AWS AMERICAN WELDING SOCIETY S =0.456g3. 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 ,00. a I. xs a Long Beach, CA 90808 CBC CALIFORNIA BUILDING CODE S =0•259g 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 } <' '~ �, ._ ��.: ", ,,-,...:4 � '� - . -�,•�:�.�,� 'a - � '��� ; . . , --v.--..: ::. ,�`� ; 562.985.3200 P CRS/ CONCRETE REINFORCING STEEL INSTITUTE PERFORMANCE OBJEC-;IVE 2: COLLAPSE PREVENTION THE FOLLOWING INSPECTION STANDARD. INSPECTION MAY BE PERFORMED ON A PERIODIC BASIS PROVIDED ALL THE STRUCTURAL OBSERVER SHALL PROVIDE A FINAL OBSERVATION REPORT INDICATING THAT TO THE BEST OF HIS/HER ra 2-•, , , ; ! .-� ; � . �.-��e ::' .:,.. v 562.985.101 I F USA 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 GENERALLY yg IBC INTERNATIONAL BUILDING CODE SX5=0.870g BE DONE BY A SPECIAL INSPECTOR WHEN SHEATHING BOUNDARY NAILING IS CLOSER THAN FOUR INCHES(4")ON CONFORMS TO THE APPROVED PLANS AND SPECIFICATIONS. ,#;x , .-. ., 4: 4f ... . . • ",-' .• ,F'6- 4r I NDS NATIONAL DESIGN SPECIFICATIONS S =0.548 CENTER. z• '" . " "tr SDI STEEL DECK INSTITUTE 3. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY OF THE INSPECTIONS BY THE BUILDING 4. 4.- n ` SJI STEEL JOIST INSTITUTE 1. GOVERNING CODE AUTHORITY FOR THIS PROJECT:CITY OF TIGARD DEPARTMENT OF BUILDING AND SAFETY AND I5 A. SPECIAL FASTENINGS S O ON THE PLANS,SUCH AS HORIZONTAL DIAPHRAGM AND SHEAR WALL SHEATHING OFFICIAL A5 REQUIRED BY IBC SECTION 109,SPECIAL INSPECTIONS REQUIRED BY IBC SECTION 1704,OR ANY OTHER REFERRED TOA -THE GOVERNING AGENC " TH NAILING TO CHORDS DRAG STRUTS POST TIE-DOWNS AND BLOCKING ABOVE SHEAR WALLS SHALL BE INSTALLED. IN PECTION RE UIRED BY OTHER SECTIONS OF THE CODE OR AS NOTED ELSEWHERE IN THE CONTRACT DOCUMENTS. • - . _ 3 l.SSMA STEEL STUD MANUFACTURERS ASSOCIATION S YIN ESE AND OTHER STRUCTURAL NOTES SECTIONS. S Q - • ,;,�,� ;�. � �, „� �. � ,�. �, ,,��� - 0Mcgill: �' ,p' ;�,,.��� .SILLS SHALL$E SECURED AS SHOWN ON THE PLANS.SPECIAL CLIPS STRAPS TIE bOWNS AND OTHER CONNECTIONS THE STRUCT RAL B ERVER D ES NOT HAVE THE AUTHORITY TO APPROVE COVERING OF CONSTRUCTION AND HIS/HERyA ' :4"P -':' RECEIVED 2. 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 CONSTRUCTION WILLPASS THE ...-"if-o4 ,. $'- �? ;,, ,,,117.7,41.-- . y SYMBOLS NOTES ,x, ,�' m. -� . . � + `` , - "�, » .:s..r.,.,.. DETAILS AND ON OTHER SHEETS, IN WHICH CASE THE DETAILS AND NOTES ON OTHER SHEETS SHALL GOVERN. INSPECTION SERVICES SHALL BE SCHEDULED SO AS TO ALLOW ANY CORRECTIVE WORK TO BE ACCOMPLISHED BUILDING OFFICIAL'S INSPECTION. ., . ,�. , .w; <r , . °h►<�da,, 1l. 3 2018 # POUND, NUMBER,QUANTITY LBS POUNDS _ ;; „,5; , a ; MAY 2 DETAIL MARKS WITH"SIM"NOTED INDICATES THAT DETAIL CONTAINS MODIFIED INFORMATION APPLICABLE TO THE WITHOUT INTERFERENCE WITH LATER SCHEDULED WORK. d' ,. T, , `� a `;` =.tc_ ; -r:. ' @ AT LL LIVE LOAD `r LESS THAN LLH LONG LEG HORIZONTAL CONDITION REFERENCED. 4. STRUCTURAL OBSERVATION FOR THIS PROJECT SHALL BE PROVIDED BY MHP STRUCTURAL ENGINEERS,INC.;3900 "' ' ' r'A. a - _, = l'' 'r ' ;4- a '.,---1--N. " . <-' CITY OF TIGARD " $ a yw "=P r.. . s # . .:+ '.,`> . il'-,r > GREATER THAN LLV LONGVERTICAL 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)985-3200;FAX(562)985-1011. rm-. �, { ,,-,...� .,,- BUILDING DIVISION LEG ERT CAL x , r ,, .>'lr.Fi . i.14 - yi 3. OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SEOR. `°' ' '� r ".: + PLUS OR MINUS LOCS LOCATIONS �•;ti r _ BE 0 T ATTENTION F 5 THE CONTRACTOR HALL BE RESPONSIBLE FOR THE CONSTRUCTION SCHEDULE AND SHALL NOTIFY THE STRUCTURAL �'t DEGREE LONG LONGITUDINAL SHALL BROUGHT TO HE ATTENT O 0 THE SEOR PRIOR TO PROCEEDING WITH ANY WORK INVOLVED. S . ,- �i .. 5. MAXIMUM MOISTURE CONTENT FOR ALL STRUCTURAL MEMBERS SHALL NOT EXCEED 19 PERCENT(19%)UNLESS NOTED OBSERVER NO LESS THAN THREE(3)BUSINESS DAYS IN ADVANCE OF REQUIRED OBSERVATIONS.FAILURE OF THE 0 DIAMETER LTWT LIGHTWEIGHT 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 AB ANCHOR BOLT MAX MAXIMUM TO PROCEEDING ViITH 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 PROCESSOR AS REQUIRED FOR CORRECTIVE ACTION RESULTING FROM ADDL ADDITIONAL MECH MECHANICAL HEAbS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INADEQUATE NOTIFICATION SHALL BEAT THE CONTRACTOR'S EXPENSEICINITYMAPlituVotuntoADJ ADJACENT MID MIDDLE5. ALL INFORMATION SHOWN/ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST CURRENT o ry MIN MINIMUM KNOWLEDGE,BUT WITHOUT GUARANTEE OF ACCURACY.WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, 7. FRAMING HANGERS,CAPS,HOEDOWNS,POST BASES,ANCHORS,CONNECTORS, ETC.,SHALL BE AS MANUFACTURED BY 6. THE STRUCTURAL OBSERVER SHALL ASA MINIMUM PERFORM STRUCTURAL OBSERVATION AT THE FOLLOWING STAGES ALT ALTERNATE THEY SHALL BE REPORTED TO THE SEOR SO THAT THE PROPER REVISION MAY BE 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 � ' M APPROX APPROXIMATE,APPROXIMATELY CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE SEOR AND THE GOVERNING INSTALLATION. / o S e s m i c 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 !BC 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 ONCENTER • � •� ._ .�, DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES, WOOD.COMMON NAILS SHALL CONFORM TO THE SPECIFICATIONS OF NAIL PROPERTIES SCHEDULE BELOW: . :. , ' ' ; . . �g. la ', ',: BTWN BETWEEN OP OPERATING SPECIAL INSPECTION: :4 Oregon Business SEQUENCES AND PROCEDURES,INCLUDING BUT NOT LIMITED TO BRACING,SHORING AND LAYDOWN OF CONSTRUCTION Y :` _ ) -TT''''''',-,1 c�; ; CALCS CALCULATIONS PERP PERPENDICULAR MATERIALS. NAIL PROPERTIES SCHEDULE ,' + � ! `� Park 1 - 1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE SPECIAL INSPECTIONS DURING �4 �_ zrt.: -_. j .� CG CENTER OF GRAVITY PLF POUNDS PER LINEAR FOOT �::: , ., � � ` � �;, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY CONSTRUCTION LOADING,INCLUDING LOADING FROM DESIGNATION LENGTH WIRE DIAMETER HEAD DIAMETER CONSTRUCTION FOR CERTAIN TYPES OF WORK WHEN SO SPECIFIED IN THE CONTRACT DOCUMENTS AND PROJECT , / -f y." -,. ^ib - ,; Building CL CENTERLINE PSI POUNDS PER SQUARE INCH 7. S A SPECIFICATIONS.THESE SPECIAL INSPECTIONS SHALL BE IN ADDITION TO AND COMPLEMENTARY WITH THE INSPECTIONS ` "..z° 7.`. #2 EQUIPMENT SUCH AS SKIP LOADERS,SCISSOR LIFTS, ETC.,ON ALL PORTIONS OF THE STRUCTURE,WHETHER ELEVATED CLR CLEAR,CLEARANCEPROVIDED BY THE GOVERNING AGENCY. r `� CMU CONCRETE MASONRY UNIT QTY QUANTITY OR ON-GRADE.THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PATH-OF-TRAVEL FOR MOVING PERMANENT 6d 2" 0.113" 0.266 �'< I 16200-16290 EQUIPMENT TO ITS FINAL LOCATION,INCLUDING THE EFFECTS OF TEMPORARY LOADING AS THE EQUIPMENT IS , I I • COL COLUMN INSTALLED.THE CONTRACTOR MAY USE THE"DESIGN LOADS'INFORMATION PROVIDED ABOVE WHEN CONSIDERING 8d 2 112" 0,131" 0.281" 2. THE SPECIAL INSPECTOR SHALL BEA QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE 4.,. p ;. CONC CONCRETE REINF REINFORCING TEMPORARY CONSTRUCTION LOADING CONDITIONS. 10d 3" 0.148' 0.312" SATISFACTION OF THE STRUCTURAL ENGINEER OF RECORD AND THE GOVERNING AGENCY, FOR INSPECTION OF THE !�`b ` I SW 72nd Avenue CONN CONNECT,CONNECTION REQD REQUIRE,REQUIREDPARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. Q" I , I `� Tigard, O R 97224 CONT CONTINUOUS 12d 3 1/4" D.148" 0.312" � 8. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE SEOR SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OF THE CONSTRUCTION PROCEDURES.ANY SUPPORT SERVICES PERFORMED BY THE SEOR 16d 3 1/2" 0.162" 0.344" 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE DESIGN DRAWINGS, R. -B - . db BAR DIAMETER(REBAR) SCHED SCHEDULE SPECIFICATIONS AND APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE AND OTHER APPLICABLE REGULATIONS .. • ,. DBL DOUBLE SEOR STRUCTURAL ENGINEER OF RECORD DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED SPECIAL INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS.THESE SUPPORT SERVICES PERFORMED BY THE SEOR,WHETHER OF 20d 4" 0.192" 0.406" IDENTIFIED WITHIN THE CONSTRUCTION DOCUMENTS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE "� ` : "' DIA DIAMETER SIM SIMILAR ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION AND THEN, IF UNCORRECTED,TO THE ATTENTION OF THE �� ! rt " to MATERIAL OR WORK,AND WHETHER PERFORMED PRIOR TO, DURING OR AFTER COMPLETION OF CONSTRUCTION,ARE NOTE: 10d COMMON SHORT 2 118"LONG MAY 8E 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 «, µ PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITHd .; _ .y DIM DIMENSION SQ SQUARE PLYWOOD IN LIEU OF 10d COMMON (3")OR 8d COMMON (2-1/2"). NAILING RESPONSIBILITY TO COORDINATE WITH THE SPECIAL INSPECTOR AND SCHEDULE THE SPECIAL INSPECTIONS WITH °` CONTRACT DOCUMENTS, BUT DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE,AND SHALL NOT BE CONSTRUED AS NIJIit DWG 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 SUBSEQUENT e ‹! ' _,, 141 Ai w N SUPERVISION OF CONSTRUCTION. ': rrr ":� STAGG 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 .� . , ,, •- �.-:.; (E) EXISTING STIFF STIFFEN,STIFFENER REQUIREMENTS. I 9. ASTM DESIGNATIONS AND ALL STANDARDS REFER TO THE LATEST AMENDMENTS. n =x r , .. _ g EA EACH STIRR STIRRUP 9. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF APPROXIMATELY 30 DEGREES WITH THE MEMBER AND STARTED z 1 `� I I EF EACH FACE STRUC STRUCTURAL r APPROXIMATELY 113 THE LENGTH OF THE E NAIL FROM THE MEMBER END. 4. THE SPECIAL INSPECTOR SHALL FURNISH REGULAR INSPECTION REPORTS TO THE STRUCTURAL ENGINEER OF RECORD • ' ° �,.-.- , ,� I 1 " T YSYMMETRICAL10. WHEN THE ALLOVV.ANCE FOR SUBSTITUTION OFA SPECIFIED MATERIAL OR PRODUCT DESIGNATION IS IMPLIED ON THE • - 4';"" ,,. ELEC ELECTRICAL SYM AND THE GOVERNING AGENCY IDENTIFYING THE WORK INSPECTED AND ANY UNCORRECTED DISCREPANCIES FROM THE � � , , r-rrf-'-- -,', .� 1 DESIGN DRAWINGS BY THE USE OF THE WORDS'OR APPROVED EQUAL",APPROVAL SHALL BE OBTAINED FROM THE rI EMBED EMBED, EMBEDDED,EMBEDMENT CONSTRUCTION DOCUMENTS.AT THE CONCLUSION OF THE PROJECT OR THE SPECIAL INSPECTORS ASSIGNED SCOPE SEOR AND THE GOVERNING AGENCY PRIOR TO FABRICATION OR INSTALLATION OF THE SUBSTITUTED MATERIAL OR 10. AT PANELIZED ROOF.NO SYSTEMS SHALL BE SUPPORTED FROM SUB PURLINS(i.e.DUCTWORK,ELECTRICAL CONDUITS, � A • ,,,; ' , $ `1"^" -- I ,x ,.r EOR ENGINEER OF RECORD T&B TOP&BOTTOM PRODUCT. SUSPENDED CEILINGS,SPRINKLERS, ETC.)UNLESS NOTED OTHERWISE. OF WORK,THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING ` I � . -.1 1 Y EQ EQUAL THK THICK,THICKNESS SPECIAL INSPECTION WAS,TO THE BEST OF HIS OR HER KNOWLEDGE,COMPLETED IN CONFORMANCE WITH THE � " � "" EQUIP EQUIPMENT THRU THROUGH 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 .: "-.� : 7' -- µ ' I... _ :„ ! I t P " w EW EACH WAY TRANS TRANSVERSE 11• DIMENSIONS SHALL GOVERN OVER SCALES SHOWN ON DRAWINGS. EXP EXPANSIONHTRP TYPICAL STITCH BOLTING FOR BUILT UP BEAMS(FOUR 2x MEMBERS MAXIMUM)SHALL BE 112"DIAMETER MACHINE BOLT AT 18"ON APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE AND OTHER APPLICABLE REGULATIONS IDENTIFIED WITHIN THE EXT EXTERIOR 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 518"DIAMETER MACHINE BOLTS AT 18"ON CENTER CONSTRUCTION DOCUMENTS. UNO UNLESS NOTED OTHERWISE CONSTRUCTION WHEN SO SPECIFIED ON THE CONTRACT DRAWINGS AND SPECIFICATIONS FOR CERTAIN TYPES OF STAGGERED TOP AND BOTTOM, UNLESS NOTED OTHERWISE. WORK.THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE HIS COMPETENCE,TO THE 5, SPECIAL INSPECTIONS INDICATED BELOW SHALL BE PROVIDED IN EITHER A CONTINUES OR PERIODIC CAPACITY,AS siTE pLAN FDN FOUNDATION 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. lti. , FTG FOOTING VERT VERTICAL SATISFACTION OF fHE GOVERNING AGENCY, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR ( ) VIF VERIFY IN FIELD OPERATION REQUIRING SPECIAL INSPECTION.THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR PORTION.THE THREADED PORTION OF LAG SCREWS SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A GA GAUGE 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 GALV GALVANIZE W/ WITH 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 IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION,THEN, IF UNCORRECTED,TO THE SEOR AND TO THE W/O WITHOUT INSPECTION SHALL TAKE PLACE ON EACH ELEMENT TO BE INSPECTED(I.E.EACH BOLT OR WELD). HEX HEXAGONAL WP WORK POINT GOVERNING AGENCY.THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK 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 SCOPE O ■■O Lx ANGLE RK AGENCY. K KIPS(10004) MCx MISCELLANEOUS CHANNEL 2. INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE EVALUATION REPORT. CONTINUOUS PERIODICALLY REFERENCE FORCRlTERIA KB3 HILTI KWIK BOLT 3(ANCHOR) Mx M SHAPES VERIFICATION AND INSPECTION DURING TASK DURING TASK THIS PROJECT IS A VOLUNTARY SEISMIC KB-TZ HILTI KWIK BOLT TZ(ANCHOR) STD PIPE STANDARD PIPELISTED LISTED MISC STANDARDS IBC STRENGTHENING OF THE WALL ANCHORAGE STRUCTURAL AND MISCELLANEOUS STEEL: 3. LOCATE EXISTING REINFORCING BY NON-DESTRUCTIVE METHODS PRIOR TO DRILLING.EXISTING REINFORCING SHALL 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 WTx,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 1. INSPECT ANCHORS POST- Wx W SHAPES SPECIFICATIONS PLR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST ARE ABANDONED SHALL BE FILLED WITH ADHESIVE OR NON SHRINK GROUT. HARDENED INSTALLED IN ARDENED CONCRETE N RS(SEE X ACI 318 CH 17.2.9.4 -- STRUCTURAL DAMAGE !N AN EARTHQUAKE. X-STRG EXTRA STRONG PIPE EDITION.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATION(UNLET S NOTE 1 BELOW): XX-STRG DBL EXTRA STRONG PIPE NOTED OTHERWISE): 4. HOLES FOR INSTALLATION OF THE EXPANSION ANCHOR,THREADED ROD OR REINFORCING 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 CONCRETE SPECIAL INSPECTION NOTES: B. CHANNELS AND MISC SHAPES(C,MC,S,M) ASTM A-36 FY=36KS1 ALLOWED. C. ANGLES AND PLATES ASTM A-36 FY-36KS1 1. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION ARE INCLUDED IN THE D. PIPE(STD,X GTRG,XX STRG) ASTM A 53 E,GR B FY-35KS1 RESEARCH REPORT FOR EACH POST-INSTALLED ANCHOR ISSUED BY AN APPROVED D. HSS TUBE(-STY ,XX-ST ASTM A-53 TYPE GR B FY=35KS1 5. CONTRACTOR SHALL USE APPROPRIATE EQUIPMENT AND METHODS AS REQUIRED TO PROVIDE DRILLED HOLES FOR SOURCE.THESE SPECIAL INSPECTION REQUIREMENTS SHOULD BE FOLLOWED. E. HSS TUBE(ROUND) ASTM A-50D,GR B FY-46KS1 POST-INSTALLED CONCRETE ANCHORS IN ACCORDANCE WITH APPLICABLE STANDARDS, MANUFACTURER'S WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED,CONTACT STRUCTURAL RECOMMENDATIONS,AND QUALIFYING(ICC)TEST REPORTS.CARE SHALL BE TAKEN TO PREVENT OVERSIZING,OVALING, ENGINEER FOR SPECIAL INSPECTION REQUIREMENTS PRIOR TO PROCEEDING WITH 2. STEEL HSS TUBES SHALL CONFORM TO ASTM A 500 GR B SEAMLESS.SULFUR CONTENT SHALL BE LESS THAN OR EQUAL 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 TO e OCCURS.THE EMPLOYED EQUIPMENT AND METHODS SHALL BE DISCONTINUED,ADDITIONAL DRIVING SHALL NOT BE BY THE GOVERNING AGENCY PRIOR TO THE COMMENCEMENT OF THE WORK. ISSUE DATE: 05-01-2018 °' RESUMED UNTIL THE SEOR HAS PROVIDED APPROVED REPAIR PROCEDURES.THE CONTRACTOR SHALL BE RESPONSIBLE DESCRIPTION DATE FOR THE COST OF ALL SUCH REPAIRS.WHEN RESUMING DRILLING,THE CONTRACTOR SHALL MODIFY THE PROCEDURES 3, STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND SEOR FOR REVIEW PRIOR TO AS NECESSARY TO PREVENT FURTHER DAMAGE. rn BUILDING DEPT SUBMITTAL 05-22-2018 FABRICATION AND ERECTION, IN ACCORDANCE WITH NOTES A AND B OF GENERAL STRUCTURAL NOTES. m 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 MANUFACTURER'S BLOW-OUT BULB(AS PER MANUFACTURER'S RECOMMENDATIONS)AS REQUIRED TO REMOVE PARTICULATE DEBRIS AND 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 DOCUMENTED BY A SPECIAL INSPECTOR. 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 PRIOR TO INSTALLATION. 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: HILT! HIT-RE 500-V3(ASTM A-36)- _ESR-3814. 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 BE HEADED-TYPE. DO NOT USE J-TYPE BOLTS.THREADED RODS SHALL CONFORM TO ASTM A-36, EXCEPT WHERE USED AS A POST-INSTALLED ANCHOR. 9. SEE SPECIAL INSPECTION NOTES FOR INSPECTION REQUIREMENTS.CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION OF ADHESIVE ANCHORS.THE SPECIAL INSPECTOR SHALL OBSERVE AND RECORD DATA AS 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. 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. TIGHTNESS THAT EXISTS WHEN THE WASHER AND BOLT HEAD ARE IN FULL CONTACT WITH WEB OR SHEAR TAB.WHERE SLOTTED CONNECTIONS ARE INDICATED THE WASHER SHALL BE PLACED OVER THE SLOTTED HOLE 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 S GIA. 1v !'=' GTION REQUIRED WELD TYPE SHOWN ON THE DRAWINGS IN CONFORMANCE WITH AWS Dl.1 AND 01.4.EACH WPS SHALL BE REVIEWED BY State of Oregon Structural Specialty Code • AN AWS SCWI CERTIFIED INSPECTOR AND SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD(SEOR)FOR REVIEW. IF A WELD ASSEMEL.Y 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. ❑ Concrete and Reinforcing Steel Bolts Installed in Concrete 11. ALL WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS WITH E70XX ELECTRODES. ❑ Special Moment-Resisting Concrete Frame 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. ❑ Reinforcing Steel&Prestressing SteeiTen ns 13. ALL STRUCTURAL MELD WELDING SHALL REQUIRE SPECIAL INSPECTION BY AN AWS CERTIFIED INSPECTOR APPROVED ❑ Structural bNeldtng c'_01,�y C T URS` q PROF BY THE GOVERNING AGENCY(WELDING OF MISCELLANEOUS LIGHT-GAUGE MATERIALS SUCH AS METAL STUDS, FURRING 0 High-Strenght Bolting ���� Fs CHANNELS,ETC.,DOES NOT REQUIRE SPECIAL INSPECTION). s, �� I NE6- s�o 0 Structural Masonry , •48PE �� 14. SEE SPECIAL INSPECTION NOTES FOR INSPECTION REQUIREMENTS.ALL SHOP WELDING SHALL BE DONE IN THE SHOP OF ❑ Reinforced Gypsum Concrete it ft/ A LICENSED STEEL FABRICATOR APPROVED BY THE GOVERNING AGENCY OR SHALL REQUIRE SPECIAL INSPECTION BY AN AWS CERTIFIED INSPECTOR APPROVED BY THE GOVERNING AGENCY. �rd� , Igrn ❑ InsulatingConcrete Fill Ar 1a. " e•*,., ❑ Spray Applied Sire-Resistive Materials tiFTN D O O 0❑ PilingsDrilled Piers and Caissons I EXPIRATION DATE 12-31-18 I Shotcrete, 1117 Special Grading,Excavation and Filling JOB NUMBER: 17-0192-00 BLDG 2 LI fg 0 Smoke-Control Systems 'J DRAWN: BR Z ❑ Other Inspections DESIGNED: ERB 0 __ - -- -- i CHECKED: KDO , SCALE AS NOTED } m S • r STRUCTURAL y NOTES AND z wR. ABBREVIATIONS a OFFICE COPYZ CITY OP TIGARD 1 REVIEWEDFOR CODE COMPLIANCE Approved: Nl OTC: t i - q Permit#: p,t,p ,I R- on l t; I - Address: 1 G, oC) - 16A 4 n 5, Avt Suite#: :1l Date: ` S-L t s i By: � F w a` x . 0 0 IvH 10 9 8 6CO 0 4coW ROOF FRAMING PLAN NOTES I 1. ALL CONSTRUCTION IS NEW UNLESS OTHERWISE NOTED AS EXISTING OR(E). EXISTING CONSTRUCTION IS AS SHOWN FADED.NEW CONSTRUCTION IS AS 24'-7" 24'-7" 24'-7" 24'-7" 24'-7" 24`-7" 24'-7" 24'-7" 24'-7" 24'-7" 24'-7" 24'-7" 5 1/2" SHOWN SOLID AND IS REFERENCED BY DETAILS AND NOTES. STRUCTURAL ENGI NEE RS 2. EXISTING CONDITIONS ARE AS SHOWN TO THE BEST OF OUR KNOWLEDGE. 3900 Cover Street CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. I I I Long Beach, CA 9080$ DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE AS SHOWN ON TYP AT 6'-0"OC THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER I © TYP AT a MAX AT SUB 562.985.3200 P PRIOR TO PROCEEDING. I I S3.0 GLB AS SHOWN I I 53,0 PURLINS A5 562.985.101 I F I I I I SHOWN 3. SEE GENERAL NOTES SHEET S1.0 FOR APPLICABLE NOTES REGARDING THE I VARIOUS CONSTRUCTION ELEMENTS AS SHOWN ON PLAN. I I' I ! I f m 1 I Il 11 IIII I I IIII I'5 I ! kl [ , I ow I I m I II Irl ; i m 1 1I n m, u 1 : ra mf II r I °'��I U u �I !°' r u I I �° u 11 ' I 1 1?! I � 11 � 1 1 I I 111 ; 11 1II' I I I III I I I I_a 1 1 I i i l l 1� 11 1 1 III 1 1 III I� 1 1 1 1 I1 I 1 1 1 1 1 1 I ! I�il 1 1 1 1 1 �II 1 t I 1 I 1 ? I I II1 I I II II ca —11 11- II 0 --II ti U 0 H II Il C7 Il I1 H..._o u II I 0 Il N Ii 0 II a II 0 II 41 II 0 IJ a II 0 II iI II 0 II H II = I - I t i I tr I Z,4 : I k i I I z - ! 4. INDICATES NEW STRENGTHENING ANCHORS,SEE SHEET 53.0 FOR N I ! I INTI r ! I ! I ! cv % I I ry % i i APPLICABLE STRENGTHENING DETAILS. FOR HOLDOWN ANCHOR co I I I oo ' ':co co I co- w E �o ao ' € I oo ( cb ! !m INSTALLATION,SEE DETAIL 6 ON SHEET S3.0. x I I I ! I 'x X ! 1 ;X ! 1 !X X I ! I X X 1 !`x v I v v 1r 'r �r v v •-. I`w' ! "' I ' ' • I I : `° ! � f 1 1 �' I ' I M I `' 5. CONTRACTOR TO COORDINATE LOCATION AND INSTALLATION OF ANCHORS WITH �-- I `ck ! I I. I l I ' € I ti 1 I ? ,-; i W 1 ' EXISTING CONDITIONS.WOOD SHIMS AND/OR ADDITIONAL WOOD MEMBERS AND '111 1 I I "-' I '_i 1 I ! I ! - I I I I I I` ' "'- I E I I `L! 1 I "' I "'- - CONNECTORS MAY BE REQUIRED IF EXISTING WOOD MEMBERS DO NOT LINE-UP. I - - - - - , • - 2x SUB PURL/ d!5 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 I TYP AT L. 24"0C.TYP - SHIMS TO WOOD ROOF MEMBERS WITH 2 ROWS OF 10d @ 4"OC. I GLB HINGE 53.0 - I SPLICE 6. DRILL BOLT HOLES WITH DRILLING JIG AS REQUIRED TO ENSURE HOLES ARE I T - - -PERPENDICULAR TO FRAMING MEMBER. - =I-=1 ISI I 1=1 ITI I I I--I I--I hiI�I ISI Volunta 7. SUB-PURLIN ANCHORS SHALL BE INSTALLED PER PLANS; HOWEVER,LOCATIONS AS _ ry SHOWN MAY NEED TO BE ADJUSTED TO PREVENT INTERFERENCE WITH EXISTING _ =— v �--1 = = = = o DUCTS, EQUIPMENT,ETC. NOTIFY ENGINEER PRIOR TO ADJUSTING LAYOUT. I -tea- - - "s TYP@ t - - ter - - - - - - - s U 24'-4Y AT ° Seismic 8. VERIFY ALL PERTINENT DIMENSIONS AND POTENTIAL INTERFERENCES WITH 53.0 PURLINS AS = a MECHANICAL EQUIPMENT,PIPES,DUCTS, ETC.,PRIOR TO INSTALLATION OF SHOWN Strengthening ANCHORS. PROVIDE SHIMS AND/OR RELOCATE INTERFERENCES AS REQUIRED FOR I St re n g t h e n i n g INSTALLATION. ! _ - I o Oregon Business 9. CONTRACTOR TO PROVIDE GALVANIZED BOLTS,NUTS AND PLATES FOR ALL Q C . EXTERIOR CONDITIONS. Q1 cn =Ca _ (E)4x16 PURLINS = - – - - = ! - Park 1 - 8'0'OC TYP UNO �` – _ — _ a.. I 2 10. STEEL PLATES SHALL BEAR UNIFORMLY ON EXTERIOR WALL SURFACE.PROVIDE m Z , m m m m m m m m m m 53.0 Building #2 ..,.i I J J J J J J J J J .._J NON-SHRINK GROUT BETWEEN PLATES AND WALL SURFACE WHERE WALL ° ~" �" ' 69 AT EA o i_u - ra ca o o c5 0 o - SURFACE IS IRREGULAR.CONTRACTOR TO SUBMIT PRODUCT INFORMATION FOR m M :� r M - PURLIN,AS 16200-16290 x � x x x x x �x x x x x APPROVAL PRIOR TO INSTALLATION. a = I v a v -r SHOWN = M co M Com] Cr) C7 c-7 F) C^, c+) U 1 CD CD 2 SW 72nd Avenue _ m w Tigard, OR 97224 – T. – – – __.._ _IF_ T. 1 1 zci, '2 ' Li- OD ¢ 5 -0 `yQ — — I--I I 1=1 1=1 H=----1- - I--1 ��Q G i--I I---I 1=1 1=1 1=1 1=1 e = I I I = = _ _ _ _ _ m I m m m 2x SUB PURLINS On c� 24"OG,TYP c� r i C c� t�CCI ca c 0 �f N CV N �' - iV N i N N N ,,.- 1 i ! - I ;r t ,,..» 1 11 I I•-- t •-- f i [[ +^ I ': I i ICO I I I I !co 1 I CO I i `N ! CU ! I I I I co tl0 3 I ! € co I I co i I i >Y7 N N I i CV ! :V I I x I j N I !N CsI 1 i [, N N I CSF K i X X x I €c _x ; X x ! X j x I I X ,c4- 7s I I I I 1 I I 1 I "� i I * I I Q' I I b' I I II II "' I1 III II `' rI , 11 11 , II II iI--- "' H II . II . H II II Co Il 11 It II II H m II3t1 IF--•---2 II II II—`"' II }I II II H II = ua b ! a co m ! Icc c[) Icp , c7 ,tn w I i i I i wI ' w I "' I 1 I I u�€ I �"' j I �' t I Imo. I i I I ( I i I I ; ! 1 ! , • I JI ll l fl ISI r r 1 n II n n �� II n ' 1 jl fl II p fl 1 n , r II n I i [1 • I r I r - - - I 7YP AT 6'-0"OC TYP AT F ! MAX AT SUB AI I © GLB AS I I I I I I PURLINS AS S3.0 SHOWN S3.0 I SHOWN I Zi I ,; 4N i .r PARTIAL ROOF FRAMING PLAN A SCALE: 1/16=1'-0" S2,0 0 26_..,,. 0 2441) 0 20 19 (-1 ) GI CI 16 14 IIID el 41111) • - I I 639'-2" 24'-7" 24'-7" I 24"-7" 24'-7" 24'-7" 24'-7" 24'-7" 24'-7" 24'-7" 24'-7" I 24'-7" 24'-7" 24'-7" 24'-7" 24'-7" 24'-7" 24'-7" 5112".- i i -- i / 0 ISSUE DATE: 05-01-2018 I I I f I I I I I I I ® DESCRIPTION DATE TYP AT I TYP AT 6'-B'OC I Q BUILDING DEPT SUBMITTAL 05-22-2018 ® MAX A5 • ilkMAX AT SUB 1 S3.0 S3.0 PURLINS AS I I ! I I I I SHOWN ! SHOWN I ! I i 10 t - 1 1 11 IJ Il r �1 tl fl U i1"', im i i m , u �- i m-! u is m ii U u -. _ - u i u LC7 i i c>� iJ U I ii I I I i l 1 ! 1 �i! I ! I l I l l i Im�l I I ! I l i l 1511 I I � IMI i��l i I l i t II >�frl l I I 1 I 1JT11 I I I I I l 1 :Ji1 I �I I I I I I IJP, i II' I l I I''''� I 1 1 1 1 I��I I I 1 1 1 1 I�� / / I 3 I III I I `' I :��I; 1 1 1 1 I I I I ,��I I ! I ! 1 � ! I-,� I IIII 1 1 1 ! ,�! I I I I II I '� 1 !_r : I If' I I I II II I[ c� II II ii 0 —II II I}---- II II II H II it �I II II II ti �1 11 c3 II 11 II II II II �� II II H II II II 0 —fit II }I 0 H II II U II [I II 0 11 11 II U II II I I� 'iNI i I I N I I I IN I i 1 IN IN I `-rr ! 1 i�I ! I I N j I 11 !� I 11N I I i !� E Imo` '- I i f ! ( r _ I ! - 3 I , 1 i I I ! I w m I =aD I CO I I I Iao I !CO ! I I m I ! o x CO ! I ?CO' l i I x I x I I I x x I x I X I I ! .x lx x IxI ,I x I I 1x x i I !x II i (N1‘3° I I I x I "v v '- �r <r v v r �r - �r I M ! I I m 1 :� I� I ! I i I IM ! I c I 1M( ► I m ;� ! [� I • [, I m co I I cc cfl I €m • icD I ! m I ;� I I cQ I I I ' `0 1 1 CoIs 1 1 1 1 !w I I I I i I _ I I I W I I i W I W i j W I LI.F • .. ' I I W f I ! I I I I LLI ! I I f \ 'L6E 1 '1'1 I I I i I I w I i W I . ; i 1 woO w = J+ ...... ! .1r = = I t4 I II 2x SUB PURLINS I zo AT EA , @ 24'0C,TYP---- PURLIN, TYP AT 5 . - AS SHOWN GLB HINGE 2 SPLICE S3.0 I S3.0 I I I 1=1 I--I 1=1 1=1 1=1 1=1 1=1 I=1 1=1 1=1 1=1 1=1 1=1 I I=1 oH - - - - - - - --j - - - - - - - - - - -- - - - - - - - - - - - , - - - - -s - - - f - - - ------ - -I - (E)PLYWOOD SHEAR WALL 211 BELOW--.._ < O _ - _ _ - _ - - {E':4x16 PURLINS - �. I I - - TYP@ — t)8'-0"OCTYP UNO W I Q _ �; �I I m m m m co n c- J J J ., 4 24'-0"0C AT cJn m m m m m I m 1 1 10 c) c) 0 c� c 5m '9 S3.0 PURLINS AS 9 0 0 () 0 ~ 0 c� o o a o HE'. 0 -o o r� 0 0 �J o �R�yCTC1R co x x x x x x SHOWN x x x x x c-9'.. x s R I I I v v t ' a v v v v = W p REp pi e r7 c7;71- cam) ch c;5;1- m cam) C- r5 M M t•,:451- I = c-5 `�� GIN s/ co cn cc) co co co cn cn co c o cn cn co V I cp C� �� F� 02 LI.I it Iii W w LL! w W W Sc''W W �aJ Lu u_I Lu it w , . ••48PE/ `vr 1 m LU 4 r, // 0 _ - I - - � r - - �r -r 3 - - Y - + � a- j + - - - - �r, �— - tiFTH D o''''''' •O� � � °°`" IISI I -I I -I I -I I-I 1 -1 I-1 I � 1 EXPIRATION DATE: 12-31-18 II -I I -I I- I � Q - I=I 1 -I I--I I–I e` Io - I W JOB NUMBER: 17-0192-00 BLDG 2 . "' DRAWN: BR _ _ _ = DESIGNED: ERB to I 9 I - - - •- v • ' inn m o� m cn an m m m °�° •m ' m m • m 0 • m I I I-1 - - _.J ..J -1 J J J J J , I _.,, CHECKED: KDO 1 1 10 C3 is C� C7 CO C) (� (-__D-1 L^ C7 C) U I I 0 �, �„ N N - N N N N € c., N_ — N -N N . SCALE: AS NOTED - _ ! 1— ; I I I t ! , q .' ! I _ I I"' , I I e- I I I i COI I i r e- I I • I ,.- - z I s9 i co co Q3 'N I I N N I N ,i - I N ! N i N f 1 1 ac! I CO ; { I -( 1 ! Q I ¥ co # ! QCi CO ao i • 1 I 1 W o x X x x x x I ; x x I ! x I ! x I .I 1 : c x j I 'N 'c '�` I ! 'N` w d I I I I I ? I` I 1 # i I i 1 1 1:_ ! i 1 i - i I v I I I I I I ! I x I ! I I=* I I! --t1 II }f— '- ----H II II `'"' H- II II `"' II 7I H `'' II II II `"' Il H I[ `"' 11 II 11 0, it II t1 "' . [I II 11 �"' iI II II L") —I 11 lI to 11 II II—"' II li II "' II II II c'' H }I II "' II Iii II `"' II I� ! R. CD i.P . :Cfl ro I ! I :SD cD ; 'I CQ • . ; 3Lfl Cn 1 I ! I ; I f ) •I ; ! I I I W I I 1 I I") j 1 �_ I I l i� ROOF FRAMING ! W W I I f i I Lli W i !W I La I f I W I W I 1 i , W I til I I I s W W I EEJ ii 111 ! I1J m I I p I I I ; 1 1 I' 1 I ! ! 'I ! ! I I j] I� ` E I x 1 I I i ( I I I - i I ! I - Y. ' I : I I , I 1 1 PLAN fl I Il r r vfl'° n �l1 j I fl ll n I '�t n n It'' n Ii rI 11 n rt I °ll n n �'� n n !1'l I I �� fl III r r In TYP AT TTP AT 6'-0"0C z. 1 I 1 € I I I I I - GLB AS © ! I I MAX AT SUB ! I I I SHOWN S3.0 - I PURLINS AS S3.0 SHOWN 1 o ,, Z ! . g ' 4N . . m ,,8 PARTIAL ROOF FRAMING PLAN ' 7 B P SCALE: 1/16=1'-0" 52.� �' S2 ■ I -- I I I l I L I (E)ROOF SEHEAQT�NG (E)NAIL W __ .. 7-------- Z SHEATHING NOTE: =• ��-- - � •`- CONTRACTOR TO PROVIDE OWNER + _-• ' ,+ "? - . (E)NAIL WITH ALTERNATE PRICING FOR 3118"x9" II+N,I(`•;- -- ^�I Ti_ _ ---i.= I M- 24F-V4 GLULAM OR 3112"x91!2" 16d @ 6"d , ~�f ' _' u , ' '_ ' ' ' '/1_:„.... VERSA-LAM 2.0(ESR-1040)BLOCKING IN STAGG - ^�' LIUE OF SAWN 4x BLOCKING. `' i OS�� `'ii i� E SUB-PURLIN STRUCTURAL ENGINEERS 16d @ 6"OC, ( ) STAGG ��4x SISTER LoOng Beach, CA 90808 SIMPSON HDU2-SDS2.5 EA SIDE OF(E) 4x10 ADJ TO(E)SUB-PURLIN BTWN 562.985.3200 P 4x4 SISTER SUB-PURLIN ASSEMBLY STAGGERED WALL&1ST PURLIN WI HU46 EA 562.985.101 I F (E)SUB PURLIN (4 TOTAL)W/518"0 FULLY THREADED END(CONN HANGER TO WALL W/ ROD(HD AT OPPOSITE FACE OF (12)-1/4"0 x1 3/4"SIMP HEX HEAD SECTION B-B SUB-PURLIN SHOWN DASHED) TITEN SCREWS).STITCH(E) SECTION A-A SCALE:1 1/2"=1'-0" SUB-PURLIN TO(N)4x W/16d @ 6" SCALE:1 1/2"=1'-0" (E)PLYWOOD 6"OC PER SECTION A-A B SHEATHING ./ A TYP PROVIDE BLDG PAPER BTWN 4x BLKG&CONC WALL PANEL I\ ,• • o �� _ X. (E)4xNAILER T a • ZZ I• • • .'4 ' B / 2-0" t n _ _ , �t<< MAX A — 1 �� . (E)PURLIN (E)CONC PER PLAN----- PER PLAN WALL (E)PURLIN SIMPSON HDU5-SDS2.5 W/ 6" <—L�1 1/2"CLR MIN(DO g PER PLAN (E)2x SUB-PURLIN 5/8"0 FULLY THREADED ROD MAX NOT BLOW THRU i Voluntary PER PLAN SET INTO(E)CONCRETE WALL °.. • BACK SIDE OF WALL- 2 W/EPDXY(4"EMBED) -. USE NON-IMPACT DRILL w Seismic (E)2x SUB-PURLIN PER PLAN TYP.STITCH(E)SUB-PURLIN 4 • FOR LAST ONE INCH OF TO(N)4xW/16d@6"OC PER ♦ HOLE DEPTH IF REQD Strengthening SECTION B-B— --1,-'-- ��51/2"THK WALL TIE AT SUB-PURLIN VIF .1Oregon Business SCALE: NONE S3 O Park I - Building #2 16200-16290 SW 72nd Avenue Tigard, OR 97224 SIMPSON HDU2-SDS2.5 EA SIDE OF (E)PURLIN STAGGERED(2 TOTAL) (E)4x LEDGER WI 5/8"0 FULLY THREADED ROD SET GLB INTO(E)CONCRETE WALL W/EPDXY (7.--- -(E)ROOF SHEATHING (4"EMBED)(HD AT OPPOSITE FACE r_ OF PURLIN SHOWN DASHED) (E)4x NAILER I ! I a ► S -st ar — ��,�r I ._ _ ' �4 • • • L o — • • • _ o 0 0 °—1 -. J to I (E)CONC WALL (E)PURLIN I — PLAN -(E)PURLIN PER PLAN PER PLAN- d PER 2'-0" 3'-0" MAX - "1 1/2"CLR MIN(DO 7 MAX I NOT BLOW THRU ° I SIMPSON HDUS-SDS2.5 EA SIDE ,. BACK SIDE OF WALL- OF(E)GLB W/518"0 THREADED USE NON-IMPACT DRILL ROD(4 TOTAL PER CONN) ♦ FOR LAST ONE-INCH OF I (HD AT OPPOSITE FACE OF 4 • HOLE DEPTH IF REQD i PURLIN SHOWN DASHED) _ A \��,`_- O E GLB J(5 1/2 THK VIF PER PLAN CONTINUITY TIE AT PURLIN 4 WALL TIE AT PURLIN 2 SCALE: 1"=1'-0" S3.0 - SCALE: NONE 53.O o ISSUE DATE: 05-01-2018 i (E)HINGE CONN (E)ROOF SHEATHING DATE BUILDINGDESCRIPTIODNEPT SUBMITTAL 05-22-2018 i J 1--- ''. DO NOT BLOW THRU BACKSIDE �° �° (E)CONC PILASTER BELOW ° OF WALL AT THRU BOLT A Mj - (SEE NOTE 10 ON SHEET S2.0) GLB PER PLAN 4 i I (3)-3/4'0 BOLTS '}�i7-,�. . _`�t:7 -�1 < 5!5:1 0 -- , -.- WI Mill i,U \ I n 3,-0' IL. I 0 i i I MAX j I log WI pm . , ' n • n (E)PANEL JOINT 4 o0 1L_ Ti 4" j 4" 1,2* to BENT STEEL STRAP,TYP , CV (E)GLB PER PLAN SIMPSON HDUS-SDS2.5 EA SIDE '' • a OF(E)GLB W/518"0 THREADED ."0------(E)CONC WALL 05 ROD(4 TOTAL PER CONN) Q (HD AT OPPOSITE FACE OF GLB ---1r•-2—' SHOWN DASHED) THREADED\ • ROD TO PL/ 1/4 I/ 1 CONTINUITY TIE AT GLULAM SPLICE 5 SECTIONA-A SCALE: 1"=l'-0" S3.O PLAN VIEW (N)3"WIDE x 1/4"THICK BENT STEEL STRAP a 400/4111 EACH SIDE OF(E)GLB AS SHOWN.PROVIDE ,RE0 PROP, 314"0 A36 THREADED ROD W/5/16"BEARING ��5 �G I NFA >0 PLATE ON OUTSIDE FACE OF WALL. �'. .48PE' „- CONTRACTOR CONTRACTOR TO COORDINATE SHAPE OF // 1 BEARING PLATE W/OWNER,(MINIMUM �i, BEARING AREA OF PLATE=9 IN2),TYP 4k;.�AV G a (AT OWNER'S OPTION:PROVIDE 314"O THRU ,y���Ll�per. • BOLT W/SIMPSON BP3/4 BEARING PLATE OR FTN D 0 BEARING PL5I16"x3"x3"ON OUTSIDE FACE OF WALL IN LIUE OF THREADED ROD) I EXPIRATION DATE: 12-31-18 I • UNLESS SPECIFICALLY NOTED OTHERWISE ON PLAN OR DETAIL.THIS DETAIL SHALL APPLY TO ALL HOLDOWN/WALL ANCHORS. (E)ROOF SHEATHING- 2 .. JOB NUMBER: 17-0192-00 BLDG 2 • WHERE APPLICABLE,INSTALL EPDXY ANCHOR(OR THRU-BOLT)PRIOR TO DRILLING (E)4x NAILER • ` DRAWN: BR HOLES THRU WOOD MEMBER. IF REBAR OR OTHER OBSTRUCTIONS ARE �~. / ENCOUNTERED,NOTIFY ENGINEER PRIOR TO PROCEEDING. . DESIGNED: ERB , • SEAL INTERFERENCE CHECKED: KDO • INSTALL HOLDOWN&TIGHTEN NUTS AS INDICATED: I .4 BTWN PL&WALL W/,_ I POLYURETHANE SCALE: AS NOTED ICAULKING,TYP STEP 1 STEP 3 A� a j �q W E INSTALL BOLTS OR SCREWS BACKUP INNER NUT ___. I • THRU CONNECTOR&WOOD TO LOCK CONNECTOR - 100- ---*5 I- - - ' b q FRAMING w SECTIONS AND MEMBER IN PLACE 4 . • CONTRACTOR TO PROVIDE DETAILS o 6 L I •b• O JP •©.© . GALVANIZED HARDWARE PER • . NOTE 9 ON SHEET S2.0.PAINT . EXTERIOR HARDWARE AFTER STEP 2 TIGHTEN INSTALLATION PER OWNERS OUTER NUT 4 • DIRECTION Z • ♦ AT HD5B,HD7B&HD9B,PROVIDE4 . i' (E)CONC WALL PER PLAN 2 I WASHER BETWEEN INNER NUT& (E)GLB PER PLAN 4 ♦ ' HOLDDOWN TO TIGHTEN AGAINST .•i (E)PILASTER HOLDOWN STIFF PLATES - 4 . 4 Fi -- • • P J/ ,51/VIF HK W 3 TYPICAL HOLDOWN ANCHOR INSTALLATION 6 WALL TIE AT PILASTER 3 3!') S0 SCALE: NONE S3.0 SCALE: NONE S3.O ■ C —