Plans (11) BU P2017 - 00269
ABBREVIATIONS: GENERAL STRUCTURAL NOTES: FRAMING LUMBER: STRUCTURAL OBSERVATION: ▪' T I 'iT,T: _; + ' - £ - .1:L,-- --r,s .4r _ 4 r, ,
CODES/INSTITUTIONS/ASSOCIATIONS DESIGN CRITERIA: 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH,WEST COAST(WCDF)OF THE FOLLOWING MINIMUM GRADES 1. THE STRUCTURAL ENGINEER OF RECORD(SEOR),OR HIS/HER DESIGNATED ENGINEER,SHALL PROVIDE VISUAL i• " 3 il
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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 = =�� ` - �-. ,';` - --`-r- �V
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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 c'�' ,11 s� - " '"". R'K''' 1 i'y f' `% '' '- w
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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 ;t t.' "` •" .; - I' . ; f • . -,, •fx I„
AISI AMERICAN IRON AND STEEL INSTITUTE DESIGN LOADS: REPORTS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE OR HIS DESIGNEE FOR DISTRIBUTION TO THE `N-- ; ' r `" ''- ; ; , -t% .. J`' .. .--w-•',
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 'S-)'"'-'
, t „le, ,. ' 7 461.-g ' I I' = 0',,,-'!'''
SPECIAL INSPECTOR,CONTRACTOR AND BUILDING OFFICIAL. S-)' `+ -{•',��'. `' 14 r 4:" 'i � tit F PROJECT LOCATION .'' R
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS PERFORMANCE OBJECTIVE 1:(LIFE SAFETY) EXTERIOR GRADE,MARKED STRUCTURAL I AND SHALL BE STAMPED BY AN APPROVED FABRICATOR. �� +.+;- _ "' , rx. STRUCTURAL ENGINEERS
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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 '',='' '""' ' '"' '°"�•'�"• " < :, '' *,-- '` I-1
x;i�' "Y . TIGARD,OR 97224
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AWS AMERICAN WELDING SOCIETY Sxs=0.456g 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 • ., ,i¢, rlt'- .f - :n �, •-,.._,."..' "r
_, ._ : I ,, � . Long Beach, CA 90808
CBC CALIFORNIA BUILDING CODE Sxl =0.258g 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 ti,C'� ;- '�► � _� . " _.�, �'�'��:, �c.x:: -�,;;•� .-0- .A7.:•"‹41-11,.
--,;,. .,.1 -.-- , {,,,` ~.� - - . •,• _ � 562.985.
CRS/ CONCRETE REINFORCING STEEL INSTITUTE PERFORMANCE OBJECTIVE 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 , y„ 1 +s r 4¢»t, ti' 3200 P
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NOF THESTATEGROUND MOTION: BSE-2E(975 YR RETURN PERIOD) FEATURESHAVE BEEN INSPECTED PRIOR TOTHEINSTALLATION ANY COVERINGMAT • +. t4'
DSA DIVISION ARCHITECT S O /NST I OF MATERIALS.THIS INSPECTION SHALL KNOWLEDGE ALL OBSERVED DEFICIENCIES HAVE BEEN RESOLVED AND THE STRUCTURAL SYSTEM GENERALLY - r,,, '.. r''•x -' . �, .,5-+•- ' �'4 1.1....4 "''' i, 4)r : 'I r . ;
IBC INTERNATIONAL BUILDING CODE Sxs=0.8708 BE DONE BY A SPECIAL INSPECTOR WHEN SHEATHING BOUNDARY NAILING IS CLOSER THAN FOUR INCHES(4")ON CONFORMS TO THE APPROVED PLANS AND SPECIFICATIONS. :�, �1- ` A '$`� '� ,-_-� 11r • "� � `� '��'='�! •,!r ,-'� � :
NDS NATIONAL DESIGN SPECIFICATIONS Sx1 =0.547g CENTER. ° ""`".4'"a,.G# v ' x'rs;. ' "�` C '▪1 ""• ' '. °' .1..r. --,�, '�•
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SDI STEEL DECK INSTITUTE 3. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY OF THE INSPECTIONS BY THE BUILDING r; t - 41.1.4- '--',1-,,-..f': ° t •"• F ' ii ECEIVED
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 � ': ��+",+; �, ; � �s� .'1r: � .�..i
SSMA STEEL STUD MANUFACTURERS ASSOCIATION 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. M " (,; '•. .,; �ti OCT Q
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 '-°' r 1 ♦� i'•---1,-;J _7 '` " t;,-.'- '.- 2017
2. GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE THEY -,ti,1'. 1 ti �r- .-� -,. . CITY C= I
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 WILL PASS THE `� t � _ 1 ,+•},. I TIGARD
SYMBOLS _ `� 1 °"' ,',•-•'. - BUILDING DIVISION
DETAILS AND NOTES 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. ''�1 % .. , �"1' 3, _ x,_ ION
# 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. e 9 ' 'I'} f.
@ AT LL LIVE LOAD ,. r ',' .t. � , •
CONDITION REFERENCED. 4. STRUCTURAL OBSERVATION FOR THIS PROJECT SHALL BE PROVIDED BY MHP STRUCTURAL ENGINEERS,INC.;3900 r " •G y'"_
< LESS THAN LLH LONG LEG HORIZONTAL '�'. € ,•
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, -'' �. ri '° "- '"�•'' i;r -4.1,441.
> GREATER THAN LLV LONG LEG VERTICAL ` .• rt ' '' `
3, OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SEOR. " - T \ \ / ;r
t PLUS OR MINUS LDCS LOCATIONS • .� .:; ..- •
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 -1st ' t : .; • 7- .:, 'Y
DEGREE LONG LONGITUDINAL is E s 916," �:_ fr .. `i _ t �`• - :_.,~
0 DIAMETER LTWT LIGHTWEIGHT 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
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 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
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. s
ADJ ADJACENT MID MIDDLE 5. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST CURRENT \num-Ty MAP i Voluntary
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 AS A MINIMUM PERFORM STRUCTURAL OBSERVATION AT THE FOLLOWING STAGES �H� o
ALT ALTERNATE MIN MINIMUM z
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 ' 7'
APPROX APPROXIMATE,APPROXIMATELY CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE SEOR AND THE GOVERNING INSTALLATION. �/ w e i s m i c
ARCH ARCHITECT,ARCHITECTURAL (N) NEW
N/A NOT APPLICABLE AGENCY. A. COMPLETION OF STRUCTURAL SYSTEM
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 Strengthening
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
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: ---C--4e-4.1 L- "r f V i �-, 1 : ',
BTWN BETWEEN OP OPERATING . r �--1%• ' A r) Oregon Business
SEQUENCES AND PROCEDURES,INCLUDING BUT NOT LIMITED TO BRACING,SHORING AND LAYDOWN OF CONSTRUCTION SPECIAL INSPECTION: F Y , �� ,; �� 'W'''-----' u,, y g
CALCS CALCULATIONS PERP PERPENDICULAR MATERIALS. NAIL PROPERTIES SCHEDULE
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1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE SPECIAL INSPECTIONS DURING �',c;� -,i 1 '.���. ' * ' '"rs -'�� x > .� 1, _ . ti - ' �'� •�
CG CENTER OF GRAVITY PLF POUNDS PER LINEAR FOOT CONSTRUCTION FOR CERTAIN TYPES OF WORK WHEN 50 SPECIFIED IN THE CONTRACT DOCUMENTS AND PROJECT '�� s -• �: '• . �`r:.27 •
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY CONSTRUCTION LOADING,INCLUDING LOADING FROM DESIGNATION LENGTH WIRE DIAMETER HEAD DIAMETER a .'-‘:
j +_� ;-. ^� ,�` . r.x . ' ,r r,� !LI - Building #12
CL CENTERLINE PSI POUNDS PER SQUARE INCH SPECIFICATIONS.THESE SPECIAL INSPECTIONS SHALL BE IN ADDITION TO AND COMPLEMENTARY WITH THE INSPECTIONS "'` "'-7 - ?'( '-. `''4 --
CLR CLEAR,CLEARANCE EQUIPMENT SUCH AS SKIP LOADERS,SCISSOR LIFTS,ETC.,ON ALL PORTIONS OF THE STRUCTURE,WHETHER ELEVATED r ;� -'rk li ;.
" PROVIDED BY THE GOVERNING AGENCY. i - �s^ r : .� - t ,,
CMU CONCRETI=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 }.; ,,�, ,. sfi # I .,s 1i 3
EQUIPMENT TO ITS FINAL LOCATION,INCLUDING THE EFFECTS OF TEMPORARY LOADING AS THE EQUIPMENT IS '� r - ,�' ��= :r:- i, '�
COL COLUMN 8d 21/2 0.131" 0.281 2. THE SPECIAL INSPECTOR SHALL BE AQUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE '' `s 'r: e' 1• ':. 'i-,.. - .a.' •',�►- ,� . Js 16650 SW 72nd
INSTALLED.THE CONTRACTOR MAY USE THE"DESIGN LOADS"INFORMATION PROVIDED ABOVE WHEN CONSIDERING .,• • ., J.-4.. .r- i f �,.., , . Avenue
CONC CONCRETE REINF REINFORCING „ SATISFACTION OF THE STRUCTURAL ENGINEER OF RECORD AND THE GOVERNING AGENCY,FOR INSPECTION OF THE € , / ;.s . ;7 , ,�,L u 4:. , ;, . f , ." :
TEMPORARY CONSTRUCTION LOADING CONDITIONS. 10d 3' 0.148" 0.312
CONN CONNECT,CONNECTION READ REQUIRE,REQUIRED " PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION, J ' '.i} • d. ` , "� ` ,
CONT CONTINUOUS 12d 31/4' 0.148 0.312 u r - +,,,F.. -«_ '' ' °' 'Irka Tigard OR 97224
8. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE SEOR SHALL NOT INCLUDE INSPECTIONS OF THE h : ' g !` ' a - g
3. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE DESIGN DRAWINGS, •
PROTECTIVE MEASURES OF THE CONSTRUCTION PROCEDURES.ANY SUPPORT SERVICES PERFORMED BY THE SEOR �+ � - � �"��" . .-7.3- - ' �* 1 �'- ,l�,�iy�'
16d 3 1/2' O.lfi2" 0.344 n �!"�•. _ ' .»
db BAR DIAMETER(REBAR) SCHED SCHEDULE SPECIFICATIONS AND APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE AND OTHER APPLICABLE REGULATIONS .. �, , `", ► -•.•-,, : � .,
DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED SPECIAL INSPECTION
DBL DOUBLE SEOR STRUCTURAL ENGINEER OF RECORD -- .. - , • •
- I 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 fir. �4, `• +�` :".-4,?'; 1 j �, •' ��
DIA DIAMETER SIM SIMILAR ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION AND THEN,IF UNCORRECTED,TO THE ATTENTION OF THE -, .h ° }� N d _ , ' 1 4 #- 'i
SMS SHEET METAL SCREW MATERIAL OR WORK,AND WHETHER PERFORMED PRIOR T0,DURING OR AFTER COMPLETION OF CONSTRUCTION,ARE NOTE: 10d COMMON SHORT 2 1!8"LONG MAY USED AT 112"AND THINNER r_ " z . ' s.-�
pIAG DIAGONAL S ( " ) STRUCTURAL ENGINEER OF RECORD AND THE GOVERNING AGENCY.IT SHALL BE THE GENERAL CONTRACTORS r �:• I , _. tij_, .,
PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH •' A r
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 ,� li, _ `` ..CONTRACT DOCUMENTS,BUT DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE,AND SHALL NOT BE CONSTRUED AS �1'� - * � ' x " c i' , - -e ^ '� ' '�_'4 ` 41
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 "
SUPERVISION OF CONSTRUCTION. s ••:+gyp, jf •�� _ -
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 4, '• � '"S �i
(E) EXISTING STIFF STIFFEN,STIFFENER REQUIREMENTS. ' 3 ,�.. , -
• EA EACH STIRR STIRRUP 9. ASTM DESIGNATIONS AND ALL STANDARDS REFER TO THE LATEST AMENDMENTS. f ;`, :;. __ 3. {r 8
9. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF APPROXIMATELY 30 DEGREES WITH THE MEMBER AND STARTED ••, .`4 •f� -~
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EF EACH FACE STRUC STRUCTURAL t: • -. - 4• _._ "42 '( , _._ ,,_..„ , ...Ir. ri...,,..:710. WHEN THE ALLOWANCE FOR SUBSTITUTION OFA SPECIFIED MATERIAL OR PRODUCT DESIGNATION IS IMPLIED ON THE APPROXIMATELY 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. 4. THE SPECIAL INSPECTOR SHALL FURNISH REGULAR INSPECTION REPORTS TO THE STRUCTURAL ENGINEER OF RECORDELEC ELECTRICAL SYM SYMMETRICAL ' ^7"
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 r. 4 #r !;, __ --'', .,4 w le i
EMBED EMBED EMBEDDED EMBEDMENT R" _. � -- �"��.•, . -
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, CONSTRUCTION DOCUMENTS.AT THE CONCLUSION OF THE PROJECT OR THE SPECIAL INSPECTORS ASSIGNED SCOPE -- .. A ••i I [ , k,h
EOR ENGINEER OF RECORD T&B TOP&BOTTOM ' 1
oft-
PRODUCT. SUSPENDED CEILINGS,SPRINKLERS,ETC,)UNLESS NOTED OTHERWISE. OF WORK,THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING ;; ,, # _."
EQ EQUAL THK THICK,THICKNESS SPECIAL INSPECTION WAS,TO THE BEST OF HIS OR HER KNOWLEDGE,COMPLETED IN CONFORMANCE WITH THE ;." - �„�"! >' " S
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
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.
EXT EXTERIOR CONSTRUCTION WHEN SO SPECIFIED ON THE CONTRACT DRAWINGS AND SPECIFICATIONS FOR CERTAIN TYPES OF STAGGERED TOP AND BOTTOM,UNLESS NOTED OTHERWISE. A
UNO 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%OF D FOR THREADED DEFINED BELOW,AS REQUIRED BY THE INDIVIDUAL CODE OR REFERENCED STANDARD. N�
FTG FOOTING VERT VERTICAL SATISFACTION OF THE 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
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
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
GAIN GALVANIZE Wl 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
IOR 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 OF WORK
AGENCY,
K KIPS(1000#) MCx MISCELLANEOUS CHANNEL 2. INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE EVALUATION REPORT. CONTINUOUS PERIODICALLY _ REFERENCE FOR CRITERIA THIS PROJECT IS A VOLUNTARY SEISMIC
KB3 HILTI KWIK BOLT 3(ANCHOR) Mx M SHAPES VERIFICATION AND INSPECTION DURING TASK DURING TASK
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 MISC.STANDARDS IBC 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 WTx,STx STRUCTURAL TEES MAXIMUM, B 1. INSPECT ANCHORS POST-
1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC ( UT NOT CLOSER TO THE EDGE OF CONCRETE),AS REQUIRED TO AVOID REINFORCING.DRILLED HOLES THAT INSTALLED IN HARDENED STRUCTURAL DAMAGE IN AN EARTHQUAKE.
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. x ACI 318:CH 172.0.4 •-•
CONCRETE MEMBERS(SEE
X-STRG EXTRA STRONG PIPE EDITION.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATION(UNLESS 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=36KSI ALLOWED. 1. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION ARE INCLUDED IN THE
C. ANGLES AND PLATES ASTM A-36 FY=36KS1 RESEARCH REPORT FOR EACH POST-INSTALLED ANCHOR ISSUED BY AN APPROVED
D. PIPE(STD,X-STRG,XX-STRG) ASTM A-53 TYPE E,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(SQ,RECTANG) ASTM A-500,GR B FY=46KS1 POST-INSTALLED CONCRETE ANCHORS IN ACCORDANCE WITH APPLICABLE STANDARDS,MANUFACTURER'S WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED,CONTACT STRUCTURAL
F. HSS TUBE(ROUND) _ ASTM A-500,GR B FY=42KSI 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 = ISSUE DATE: 09-20-2017
TO 0.05%. 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. o
RESUMED UNTIL THE SEOR HAS PROVIDED APPROVED REPAIR PROCEDURES.THE CONTRACTOR SHALL BE RESPONSIBLE /JiDESCRIPTION DATE
3. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND SEOR FOR REVIEW PRIOR TO FOR THE COST OF ALL SUCH REPAIRS.WHEN RESUMING DRILLING,THE CONTRACTOR SHALL MODIFY THE PROCEDURES Sr r-r -L INSREGTlc- i REQUIRED •
AS NECESSARY TO PREVENT FURTHER DAMAGE. N BUILDING DEPT SUBMITTAL 09-25-2017
FABRICATION AND ERECTION,IN ACCORDANCE WITH NOTES A AND B OF GENERAL STRUCTURAL NOTES. State of Oregon Structural Specialty Code --
4. A TOLERANCE OF+0,-114 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 ® Conor and Reinforcing Steel `�
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 Its Installed in Concrete
DOCUMENTED BY A SPECIAL INSPECTOR.
6. PAINTING OF STRUCTURAL STEEL SHALL COMPLY WITH THE REQUIREMENTS PER AISC 360 AND IBC SECTION 2203.2. C3 Special Moment-Resisting Concrete Frame
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 ❑ Reinforcing Steal&Prestressing Steel Tendons
PRIOR TO INSTALLATION.
7. HOT-DIP GALVANIZE OR PROVIDE THREE-INCH(3")MINIMUM CONCRETE COVER AROUND ALL STRUCTURAL STEEL BELOW ❑ Structural Welding
GRADE. 8. APPROVED ADHESIVE ANCHOR SYSTEMS(AND THREADED ROD)AND EVALUATION REPORTS ARE AS FOLLOWS: HILTI ❑ High-Strenght Bolting
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 ❑ S• tructural Masonry
SHALL CONFORM TO ASTM F-1554 GR 36 AND SHALL BE HEADED TYPE.DO NOT USE J-TYPE BOLTS.THREADED RODS 9• SEE SPECIAL INSPECTION NOTES FOR INSPECTION REQUIREMENTS.CONTINUOUS SPECIAL INSPECTION 15 REQUIRED El R• einforced Gypsum Concrete
SHALL CONFORM TO ASTM A-36,EXCEPT WHERE USED AS A POST-INSTALLED ANCHOR. Y'c"��DURING INSTALLATION OF ADHESIVE ANCHORS.THE SPECIAL INSPECTOR SHALL OBSERVE AND RECORD DATA AS
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9. UNLESS NOTED OTHERWISE,ALL BOLTS SHALL BE INSTALLED"SNUG TIGHT".THE SNUG TIGHT CONDITION 15 DEFINED AS SPECIFIED IN THE"SPECIAL INSPECTION"SECTION OF THE APPLICABLE EVALUATION REPORT. ❑ Insulating Concrete Fill
' THE TIGHTNESS THAT EXISTS WHEN ALL PLIES OF THE JOINT ARE IN FIRM CONTACT.BOLTS OF SLOTTED CONNECTIONS .El Spray Applied Fire-Resistive Materials
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 IDI Pings, Drilled Piers and Caissons
SLOTTED CONNECTIONS ARE INDICATED THE WASHER SHALL BE PLACED OVER THE SLOTTED HOLE. ❑ Shotcrete
10. ALL WELDING SHALL COMPLY WITH AWS SPECIFICATIONS AND SHALL BE PERFORMED BY WELDERS CERTIFIED FOR THE
ID Special Grading,Excavation and Filling
TYPE OF WELDING TO BE PERFORMED.WELDING PROCEDURE SPECIFICATIONS(WPS)SHALL BE PROVIDED FOR EACH
❑ Smoke-Control SystemsWELD 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. ❑ Other Inspact:or:s
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.
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13. ALL STRUCTURAL FIELD WELDING SHALL REQUIRE SPECIAL INSPECTION BY AN AWS CERTIFIED INSPECTOR APPROVED REVIEWED FOR CODE COMPLIANCE Eq PROF
BY THE GOVERNING AGENCY(WELDING OF MISCELLANEOUS LIGHT-GAUGE MATERIALS SUCH AS METAL STUDS,FURRING
P L� ����� G NEF ss'o
CHANNELS, ETC.,DOES NOT REQUIRE SPECIAL INSPECTION). A roved, r 11 •
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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 Permit$ : "�1� '- `� " b T :'�,-. a
AN AWS CERTIFIED INSPECTOR APPROVED BY THE GOVERNING AGENCY. Address: �� �i T� � '3;N' , ,
Suite #: V 1 FTy D . o
By: Date: !OH 1.7
EXPIRATION DATE: 12-31-18 1
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E OFFICE C�� i � JOB NUMBER: 17-0192-00 (BLDG A
COPY DRAWN:
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o DESIGNED: ERB
CHECKED: KDO
SCALE: AS NOTED
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