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Plans (3) BUP2O1 4 - 00222 0 73 W hr x a jitA% Iso CD . 21 o GENE RAL STRUCTU RAL NOTES SEP z CULP a) �, ctSatONSTRUCTION w purl COMPANY Oo OD CA) 1-IE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INTO __ , _ �.__ _ _. _ _.._ ___ . ___ HEIRSHOP DRAWINGS AND WORK. TABLE - REQUIRED STRUCTURAL SPECIAL INSPECTIONS µ ----/ -0 �, 18'-fl" _ � 18`-fl" 1 TECHNOLOGY DR, D-411 W NIES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES. INSPECTION ,� IRVINE CA. 92618 (J) ' Tel. (949) 727-3552 IV ODE REQUIREMENTS: ONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED ON THE 2012 INTERNATIONAL SYSTEM OR MATERIAL IBC CODE CODE OR FREQUENCY (NOTE 5) REMARKS n STANDARDS STAMP r 6I►LDING CODE(IBC). REFERENCE REFERENCE , c'j_ C IMPORARY CONDITIONS: CONTINUOUS ' PERIODIC TIE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE - u.1 RR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE STEEL C7 CDNTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. (E)W24x84 (E) W2.4x68 (E)VW24x84 Ed PROF O REFCR TO INSPECTION OF FABRICATOR Z .__! _ _ _ __ _ . ..-.,� ..- . .........,..._...�-,.,....`_...""......� � ��� Fss FABRICATION OF STRUCTURAL ELEMENTS 1704.2 X _ t- �� y �S ` N /� Z CVNTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE REQUIREMENTS i GO/ ( GG Ni �� �'�. y9 EIFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. ASTM A6 �- _ � ,� l — I c �` 1$,542 ' l MATERIAL VERIFICATION OF STRUCTURAL STEEL 1704'3 AISC 360 A3.1 X CERTIFIED MILL TEST REPORTS t / 1 /Ji- .- —' Xi E)ISTING CONDITIONS: 2203.1 AISC 360 M5.5 - / 1 N te �REG6 f❑ ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, N(TIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. NUTS,AND WASHERS 1704.3.3 AISC 360 A3.3 X MANUFACTURER'S CERTIFIED TEST REPORTS _ / °�r i3 y�5 i \ ,l i �, BR,; • �0 ASSUMED FUTURE CONSTRUCTION: / I MATERIAL VERIFICATION OF WELD FILLER METALS 1704.3.1 AISC 360 A3.5 X MANUFACTURER'S CERTIFIED TEST REPORTS ( - 'EN 0 VRTICAL: NONE COPY OF WELDING PROCEDURE N EXPIRES 12-31-14 Z HORIZONTAL: NONE VERIFYING USE OF PROPER WPS'S X SPECIFICATIONS ; \, (E)SKYLIGHT r VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS �. ABOVE CONSULTANT ^� DEIGN CRITERIA: 00 / o �.1 J DEIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. COMPLETE AND PARTIAL JOINT PENETRATION X i r I GROOVE WELDS u� Iu CD STP. SERVATION: UCTU LOB SIR , !. . f —'. THE � MULTIPASS FILLET WELDS X - S201 - � a ,.< � STI STRUCTURAL ENGINEER OF RECORD (SER) WILL PERFORM STRUCTURAL OBSERVATION BASED ON THE 1704.3.1 AWS D1.1 ALL WELDS VISUALLY INSPECTED PER AWS (N)HSS 10 6xy 0 RE(UIREMENTS OF THE OSSC AT THE STAGES OF CONSTRUCTION LISTED BELOW. CONTRACTOR SHALL SINGLE PASS FILLET WELDS GREATER THAN 5/16" X SUPPORT EAM S201 PR(VIDE SUFFICIENT NOTICE AND ACCESS FOR THE SER TO PERFORM THESE OBSERVATIONS. 1704.4 SECTION 6 D1.1 6.9 COnSUiting Engineers - - PLUG AND SLOT WELDS x f SINGLE PASS FILLET WELDS LESS THAN OR EQUAL 3 I 1 3 O ¢i 111 SW 5th Avenue 0 X t"! Suite 2500 r STRUCTURAL OBSERVATIONS T°5'16" \ g Portland,Oregon 97204 r` I 503-227-325'! 10 / Q W N ITEM COMMENTS \ I LAILJ --- 04 STATEMENT OF SPECIAL INSPECTION NOTES: . 1 N DIRING INITIAL STEEL ERECTION REF. NOTES 1,3,4 ~~--~- - • PROJECT -P ASREQUIRED TO ADDRESS STRUCTURAL ISSUES REF. NOTES 1,3,4 1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1704 OF THE 2014 OSSC. _ _ _ t,'n REFER TO TABLE 1 FOR SPECIAL INSPECTION REQUIREMENTS. GOA p_ } " Tip,./.._ I�TI __.� � MACERICH � FOOTNOTES: 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN - ' _ `A - W Cn APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS (E)W24x84 StS$� Ofi ` �' '=� � � � c�� at8 (E)W24x84 WASHINGTON I NGTON —I 1. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SER IN ADVANCE. OF ASTM E329 (MATERIALS), ASTM A880 (STEEL), AND ASTM E543 SQUARE WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH SITE VISIT. (NON-DESTRUCTIVE). THE INSPECTION AND TESTING AGENCY SHALL FURNISH 2. A FIELD REPORTI TO THE STRUCTURAL ENGINEER A COPY OF THEIR SCOPE OF ACCREDITATION. ❑ Concrete iter Peinfo Ging Stell 1 3. STRUCTURAL OBSERVATION IS FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL DRAWING, SPECIAL SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. 0 Bolts Install® in Corcrete CO WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS �; CITY OF TIGARD LARGE - FORMAT INSPECTION IS STILL REQUIRED. D1.1. 0 Special Moment-Resisting Concrete Frame F., REVI1KWhD FOR CODE COMPLIANCI� INTERIOR VIDEO Lu C3 Rei rcing Steel&Prtressing Steal Tendons ,_ Approved: [ 1i]� DISPLAY j 3 THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR NOTES: Structural►A/sldinq OTC: [ ] SPECAL INSPECTION AND TESTING: COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL CD CD SPECAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE OSSC AS DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR 1. (E) INDICATES EXISTING. ❑ High-Strenght Bolting Permit#: Pte( '©D��� SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEET IN TABLE 1 CONTRACTOR SHALL FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS. Address: Ce.5-6 Go C-(l jZ IV 2. INDICATES EXISTING STRUCTURE. 0 Structural Masonry 4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH y Suite# : .-` , N ❑ Resnfdreed G plum Cscrete SUBMITTALS: INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER, 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, By: �w� Date: q (( - / , O S f-IOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF ALL CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION ❑ insulating Concrete Fill ��( C ! ITEMS, INCLUDING THE FOLLOWING: A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION AND ERECTION. NOTIFY ENGINEER OF ANYV♦/ , / CD STRUCTURAL C'6 l� ® Spray Applied Fare-Resistive Materials � WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED SIGNIFICANT DISCREPANCIES FROM THAT SHOWN ON SUBMITTALS CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE THE DRAWINGS. ❑ PR.:ngs, Drilled Piers and Caissons OFFICE COPY K INSPECTION REPORTS HAVE BEEN CORRECTED. 0 Sl-sotcreta DEFERRED 4. (N) INDICATES NEW - SUBMITTAL 5. CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION OF WORK REQUIRING 0 Special Grading, Excavation and Filling ITEM (1,4) SUBMITTAL COMMENTS SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT 5. REFER TO 3/S201 FOR SCREEN CONNECTION AT(N) ❑ Smoke-Control Systems (2,4) IN THE AREA WHERE THE WORK IS BEING PERFORMED. SUPPORT BEAM. i1 Other Inspections . STRUCTURAL STEEL X •- PARTIAL-- ROOF FRAM I N G STEEL WELDING PROCEDURES X PLAN - COURT 3/ MALL 4 STEEL FASTENERS X 41110N 114"=1'-n,� D L CITAL SCREEN ANCHORAGE AND BRACING X REF. NOTES --(E)WF BEAM 1 REF. PLAN FIELD DRILL BOLT HOLES VIATI NS FOOTNOTES: AB B RE CJ (N)HSS BEAM 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION OF REF. PLAN STRUCTURAL ITEMS. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL AISC AMERICAN INSTITUTE OF LBS. POUND DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STEEL CONSTRUCTION ' 7STATE OF OREGON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE INCORPORATED LLH LONG LEG HORIZONTAL GI '� EN NEER FOR REVIEW AND ACCEPTANCE. ASCE AMERICAN SOCIETY OF CIVIL LLV LONG LEG VERTICAL - . ENGINEERS MFR. MANUFACTURER 2. DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS ASTM AMERICAN SOCIETY FOR i THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER MIN. MINIMUM REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO TESTING AND MATERIALS I FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, AWS AMERICAN WELDING SOCIETY N.T.S. NOT TO SCALE I" (N)HSS CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. CL CENTERLINE O.C. ON CENTER 1 _J REF. PLAN DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE OSSC AND AS NOTED UNDER"DESIGN CRITERIA". `-- COL. COLUMN PL PLATE ` Wf THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT WITH THE RCSC RESEARCH COUNCIL ON PL Yx5x0'-3"MIN.AT 3. CONN. CONNECTION . . 1Yi" STRUCTURE. CONNECTIONS TO STRUCTURE SHALL CONFORM TO ASCE 7-10 CHAPTER 13, BE DESIGNED BY STRUCTURAL CONNECTIONS M (2)LOCATIONS wI AN ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ENGINEER PRIOR DIA.,0 DIAMETER REF. REFERENCE )-( CABLE ATTACHMENT TYP. I I BY OTHERS.ORIENT a- If A TO FABRICATION. (E) EXISTING REQ'D. REQUIRED I I 5"PLATE DIMENSION M< `� 4• FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE HSS HOLLOW STRUCTURAL 3'1 6 I I PERPENDICULAR TO STD.. STANDARD MIN. 3 , LONGITUDINAL AXIS r 'SI'Yi� ,,... STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER SECTION STRUCT. STRUCTURAL X16 , I l OF HSS. � "' �' REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO IBC INTERNATIONAL BUILDING I CONSTRUCTION. CODE TYP. TYPICAL I I COORDINATE TE ICBG INTERNATIONAL CONFERENCE CONNECTION STRUCTURALS EL. U.N.A. UNLESS NOTED OTHERWISE i LOCATIONS w/ ..,---- STRUCTURAL STRUCTURAL STEEL SHALL BE: OF BUILDING OFFICIALS ICC INTERNATIONAL CODE V.I.F. VERIFY IN FIELD I I SCREEN MANUF. W/ WITH WIDE FLANGE ST RU CT U RAL STEEL IN. COUNCIL LOAD AT EACH CONN. 2500 LB MAX. DEAD - - -,- INCH WF INT. INTERIOR WPS WELDING PROCEDURE (5000 LB DEAD LOAD ASTM A992, GRADE 50 WIDE FLANGE SHAPES _ TOTAL) - ASTM A36 K KIPS SPECIFICATION CHANNELS, PLATES AND ANGLES, EXCEPT AS NOTED A KSI KIPS PER SQUARE INCH y"._.� �-1%" (3)SIDES • ASTM A500, GRADE B(FY=46KSI) HOLLOW STRUCTURAL SECTIONS(TUBES) SCREEN CONN . AT (N) HSS BEAM MIN. Xe P- 3/1s I / C TO HSS 1 1 i "=1'-0" I DESIGN, FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE CIO. DESIGN, FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"WITH"COMMENTARY"AND THE "CODE OF STANDARD PRACTICE". BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS USING A325 OR A490 HIGH STRENGTH BOLTS. BOLTS SHALL BE SNUG-TIGHT UNLESS NOTED OTHERWISE. REF. PLAN WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION (WPS) REVISIONS AS REQUIRED IN AWS D1.1 AND APPROVED BY THE STRUCTURAL ENGINEER. THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER-METAL MANUFACTURER. DATE WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM, UNLESS OTHERWISE NOTED. 277 // AIMIS*�rirt„� * ►��** N -MA=' �►5�►Ar�*►� 15 SEPTEMBER 2014 WELDING SHALL BE BY AWS CERTIFIED WELDERS. ISI�� „ MI1 00 1' PROJECT NUMBER ii L6x4x%x01-6"(LLV)w/ (2)%"0 A325 BOLTS 214420 J EACH SIDE OF HSS SHEET TITLE (N)HSS REF. PLAN GENERAL NOTES, PARTIAL FRAMING t_____ECTION A-A PLAN AND DETAILS SCALE AS SHOWN S201 (N) HSS TO (E) WF BEAM CONN . ® 1 1/2"=V-0"