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Plans (100) COQ /LF.0 5wALr 41ter 2014 OREGON STRUCTURAL SPECIALTY CODE STATENENIT OF SPECIAL INSPECTION GENTEEL STRUCTURAL NOTES Ba SPECIAL ISP N OBSERVATION BC SEC/CM 7• DONOTCONTRACT IND TE THEM METRAL HOD CONTRACTORSHWINGS MD SPECIFICATIONS REPRESENT ALL FINISHED ANISSTRUCTURE.THEY STRUCTURAL STEEL X _ 1705.2.7 RESPONSIBLE FOR ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. COMMENTS: SUCH MEASURES MAY INCLUDE BUT ARE NOT MATED T0;ERECTION MEANS METHODS AND SEQUENCING, ITEMS INDICATE WTM AN'7f'ABOVE INDICATE THE REQUIREMENT FOR SPECIAL INSPECTION MD/OR BRACING,TEMPORARY SHORING,FORMWORK.JOB SITE SAFETY.AND/OR LOAD EFFECTS DUE TO STRUCTURAL OBSERVATIONS SEE GENERAL NOTES ON INSPECTIONS BELOW FOR ADDITIONAL INFORMATION. CONSTRUCTON EQUIPMENT. 2016 1 �'• 1.1. CONSTRUCTION MATERIAL.ON STRUCTURES SHALL BE SPREAD OUT IN A MANNER AS TO NOT 'Y7 EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. ! s,+ OCT 2 1.2. VISITS TO THE SITE BY THE ENGINEER OF RECORD SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. ' 2. THE CONTRACTOR SHAT REVIEW AND REPORT ANY DISCREPANCIES FOUND AMONG THE CONSTRUCTION I b DRAWINGS.SPECIFICATIONS AND THE EXISTING SITE CONDITIONS PRIOR TO START OF CONSTRUCTION AND R � t� REPORT ANY DISCREPANCY TO THE ENGNJEER OF RECORD WHO SHALL.CORRECT SUCH DISCREPANCIES GENERAL NOTES ON NSPEC INSPECTIONS RD IN WITTING. j 2.1. ANY WORK PREFORMED BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCIES,BUT 1.INSPECTION.OBSERVATION AND TESTING REQUIREMENTS HAVE BEEN ESTABLISHED PER 2012 INTERNATIONAL BUILDING DIVISION W BEFORE A WRITTEN CORRECTION S PROVIDED.TWNSHALL BE AT THE CONTRACTOR'S RISK BUILDING CODE(IBC) 2.2. WHERE ANY DISCREPANCIES OCCUR BETWEEN PIANS,DETERS,GENERAL STRUCTURAL NOTES OR SPECIFICATIONS.THE GREATER REQUIREMENTS SHALL GOVERN. 1.1. REFERENCE PROJECT DRAWINGS,SPECIFICATIONS,AND RC SECTION 170 AND 17 FOR G a. 3. THE CONTRACTOR AND SUBCONTRACTORS SHILL BE RESPONSIBLE TO COORDINATE BETWEEN DISCIPLINES REQUIREMENTS /-":".-c. INCLUDING BUT NOT LIMITED TO: 1.2 ABBREVIATIONS USED MI 5.1. VERIFICATION OF ALL DIMENSIONS INDICATED ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS EOR ENGINEER OF RECORD -, 3.2. VERIFICATION OF ALL ELEVATIONS NIBS ATED ON THE ARCHITECTURAL MD STRUCTURAL DRAWINGS C IS 3.3. VERIFICATION OF Al MECHANICAL,ELECTRICAL MM/OR PROCESS EQUIPMENT LOCATION AND MU AUTHORITY HAVING JURISDICTION WEIGHT NDT NON DESTRUCTIVE TESTING 3.4. VERIFICATION OF LOCATION AND SIZE OF ALL MECHANICAL.ELECTRICAL AD PLUMBING SDC SEISMIC DESIGN CATEGORY,SEE 5001 FOR ADDITIONAL INFORMATION PENETRATIONS THROUGH WALLS.FLOORS AND/OR ROOFS 2.SPECIAL INSPECTIONS MD STRUCTURAL TESTING(INC SECTION 1705)4. OPTION ARE PROVIDED FOR ); iM Z ZA 5. AM'ENGINEERING L CHANGES NE BOR'S CONVENIENCE.THE f SHALL COORDINATEAND ALL RSHALL FOR W L�BFAR THE RESPONSIBLE AL OF 2.1. ERSPECIAL INSPEQUCITOOWNER'S REPRESENTATLVE•SHALL EMPLOY AN APPROVED AGENCY TO PERFORM M•,,,,:p PROF/. AN ENGINEER REGISTERED IN THE SAME STATE IN WHICH THE PROJECT IS LOCATED. 2.1.1. SPECIAL INSPECTION SHALL BE ACCOMPLISHED BY A CERTFIED SPECIAL INSPECTOR FROM . moi/ 6. ALL DETAL CUTS SHOULD BE CONSIDERED TYPICAL AT LEE CONDITIONS. AN ESTABLISHED 1ES1040 AGENCY CURRENTLY CERTIFIED AND APPROVED BY THE BUILDING i-i.:-' 739>�. 7. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS.SUCH STANDARDS SHALL BE OFFICIAL - (�' THE LATEST EDMON AND/OR ADDENDUM. 2.2. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE GOR C APPROVED DESIGN DRAWINGS AND SPECIFMwTIONSr 17 �,,�Q.. DESIGN LOADNG 2.2.1. CONTINUOUS SPECIAL INSPECTION REQUIRES THE SPECIAL INSPECTOR TO BE ON THE SITE F2CHAEL Lr REGARDING ANGLE AT BYE COMMOMAT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION,INSPECTIONS MUST SEE S101 NOTE LOCATION DUO BE PREFORMED BEFORE FINAL ACCEPTANCE OF THE REM. THESE BALCONIES _ _- UNBORN CONC. 22.2 PE IODIC SPECIAL INSPECTION REQARES THE SPECIAL INSPECTOR TO BE ON SITE AT `.rs: HANDRAIL AND BALCONY to PSF 60 PSF TIME INTERVALS NECESSARY TO CONFIRM THAT AU.WORK REQUIRING SPECIAL INSPECTION 10'-0'LONG X 4-0"W10E COMMENTS: IS IN COMPLIANCE.OPERATIONS NEW NOT BE DELAYED PENDING INSPECTIONS B.YOO M,SEE 1/5101 1.LIVE LOADING SHOWN S NOT REDUCED 2.2.3. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED ON THE PREMISES OF AN LIJ ea cs g E APPROVED FABRICATOR PER IBC SECTION 17042.52 - La= $ 2.3. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL.THE I I = 3 '... DESIGN LOADNG CRITERIA ENGINEER OF RECORD,ARCHITECT OF RECORD AND OTHER DESIGNATED PERSONNEL - - - -'L--------- ` O M . 2.3.1. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL .'', UNIT 251 _� SNOW LOADING INFORMATION CONTRACTOR FOR POSSIBLE CORRECTIVE ACTIONS.THEN IF STILL NOT IN CONFORMANCE 5 SNOW LOAD 25 PSF REPORTED TO THE EOR AND THE BUILDING OFFICIAL `.I - _.. `~Z EARTHQUAKE DESIGN DATA 2.3.2. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK - F i'\, /\�V RISK CATEGORY Il REQUIRING SPECWL RSONS. N WAS COMIN CONFORMANCE WTIH THE APPROVED Will I ■ ,_ g SEISMIC IMPORTANCE FACTOR.(M) 1.0 PLANS AND SPECIFICATIONS.ANY INSPECTIONS OR TESTING WHICH IS NOT IN ACCORDANCE I W ali MAPPED SPECT.RESPONSE PARAMLILas S�.972,SP=.421,F.=1.11 &F.=1.58 SHALL BE CLEARLY INDICATED �� ■ `\ ~W SITE CLASS D 2.4. SPECIAL RSPECIION AND TESTING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF INC �-= I' 'I\ > W <0, DESIGN SPECT.RESPONSE PARAMETERS S-.72O,Sn=.443 SECTION 17 AND ANY ADDITIONAL REQUIREMENTS OF THE BUILDING OFFICIAL.OMISSION FROM THE „ - \_\ A�_� LISTED REQUIREMENTS DOES NOT RELIEVE THE CONTRACTOR FROM PROVIDING INSPECTION AND lirIDESIGN DATA k __ k AIN k ,. I' `\\r J ULTIMATE DESIGN WIND SPEED(N) TESTING REQUIRED BY THE IBC,SPECIFICATIONS•OR THE BUILDING OFFICIAL STRUCTURAL -..-.._, -- , . RISK CATEGORY II WIND WINO EXF�OSUESSURE COEFFICIENT 10.18 it 3.CO3.INSPECTOR WHRESPONSIBERE THE REQUIREMENTS ISPECTION TESTING ANDTRACTOR SHALL CONVENE A PRE-CONSTRUCTION MEETING WITH THE EOR, AND SPECIAL , ,�, • I \\\_..` ■a W M INTERNAL DESIGN WIND PRESS.FOR COMP.&CLADDING -39.0 PSF(ZONE 3.50 SO F1) OBSERVATIONS AND INSPECTION SCHEDULE ARE DISCUSSED.MEETING MINUTES SHALL BE PROVIDED ... :_�� __� __ -�F -_�i�� �I �I I ��\ ��T TO THE MLI AND MAINTAINED ON-SITE AT ALL TIMES 1116 LAL3 3.2. AS REQUIRED PER IBC.F SESLII OR WIND RESISTANCE S INDICATED IN THE STATEMENT OF i,UNIT 265p �� LivermoreOBN : 160 1. MISCELLANEOUS STRUCTURAL STEEL TO ASTM A36,FY:38 KSI.UNLESS NOTED OTHERWISE SPECIAL INSPECTION.THE CONTRACTOR RESPONSIBLE FOR TIS CONSTRUCTION SHALL SUBMIT A VMEI � , �11� opt Ir- JOB NO: 278011.00 LETTER CONTAINING ACKNOWR.WGEAENT OF THE SPECIAL INSPECTION REQUIREMENTS TO THE AHU � f -I I' i 2. STRUCTURAL STEEL BEAMS AND WIDE FLANGE COLUMNS TLD BE ESDI A992 FY=50 KSI,UNLESS NOTED AND THE OWNER OTHERWISE .. / 3. TUBES TO BE ASTM A500 Gr.B.FY=46 KSI. 4. PIPES TO BE ASTM A53 Gr.B.FY A.36 KSI. �:. .__- ____-_. ____.___ .__. _.. __. - _._ _ r r>.:_°.;.;.'.•.::to • 5. BOLTS TO BE ASTM A307 Gr.A,UNLESSDERNOTED OXX SE .pi 6. WELDING TO BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE WITH An 10'-0'LONG X 4'-0'WIDE ./rJ �;.�.+•.:.:_rr..:4;��. STANDARDS.STEEL •ic9-::'.•c n?:P•‘�:i: ,,±: Y 7. ALL STEEL TO HAVE A SHOP COAT. BNOONI;SEE 1/5701 8. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO FABRICATION. 9. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS. 10.BRACING RODS TO BE INSTALLED TAR,ONE STANDARD TURNBUCKLE PER ROD MAY BE USED. 11.LATEST AISC.SII AND AWS CODES APPLY.ALL CONSTRUCTION PER LATEST MSC HANDBOOK. KEYPLAN PLAN - LEVEL 2 1.. W 1/16'-1'-0' K Z O ILI T -O LONG X 4'-0'VICE D CC DIAL (T'.SEE 1/5101 CI 1.1. N SEE 5101 NOTE _-- Z REGARDING ANGLE AT Q Q THESE BALCONIES - -- - -- - 1 UNIT 351 I ��` O', Q .„ z = z Ir' Q m ' . �. '� SEE 5100 NOTE' ' _= �I 'Ii 11%1111 REGARDIHS BALLCONY O136 4.3 I y -, \ 15-0'LONG X 4'-0'NPoE UI/. _ .MINT k k k mim, k _ k ' _Ill &LOONY.SEE 2/5,0 Q ¢ O Z = - ni- ip acii, it 1 iiiimi _l_ in .1.11, ... 1 _ I I__ 1.1.1 I. Ilki --------...-__ UNIT s6,, •� `I, � L _I ,1,. �� ,,I� .. i� �_..., W (A I--' LI.hilE'ii ■ DRAWING TITLE: � '� OQNWL Moto 0 MAILS --. ... ----- ___- +;..�:�.:...:."�'! lE - - CHEDRACKED: JFK 1J II II DML • } S 10'-D'LANG X 4'-0'CODE •...img }.;�.��,.:`•r,:'•. BYCON/.SEE 1/S101 .:;,::..:_�.�.. �... fY i,a„^::: 10'-0'LONG X 4'-0'WIDE BALCOVI',TIP.,SEE 1/S101 S001 .0.09) PLAN - ��/� 3 NOTES BY SERA 1/11r=r-0' 10/17/2016 a N 0 nP G.C.TO LOCATE(FIELD COMMONS) LEGEND • L (10-8"Wll) y F.O.F. FACE OF FINISH 9 E.O.R. ENGINEER OF RECORD G.C.TO LOCATE(FIELD CONDMONS) (17'-9"MAX.) Maintain 3'-0"length of I L3x3x3;16 at location k shown here for balconies at I: Move L3x3x3r16 to this bay Extend Tree to F.O.B. I Units 2t, 263,%1,363 Extend Tree to F.O.B. (see photo as reference below) I A BALCONY FRAMN(` NOTES I TVPI a7kI • G.C.SHALL VERIFY ALL REID CONDITIONS AND INSTALLED CONNECTIONS WITH CONTRACTOR I ' WI' All IPRIOR I CI _ • FABR CAS SHAT VERIFOFY SS DELE O AND LOCATION OF RSFALLED CONNECTIONS .■ l • _• II. ! . ALL BOLTS SHALL BE GALVANIZED DRAWINGS. RI �� i� `IY►' F.O.F. r� - - �lrr FINISHES PER ARCHITECT �i• _� E1�11��11 _ __ _ ___ _ _ 1.._ - !. C6X73 \ .' :eobdckwbereoccereF.O.E �: - - 1 _R _ 'r-4CBXt3 - �- - - -1!iTqq77pp9 yfFaceofbo888pII- u,. 1KEYNOTES .7 �'F - _C6X13 I_ \ _ __ __ _ _I__ __C6X13 _ __ _ _ _ , N © , ( 9 _r_ c TI .., , i TREX OECRUIG PER ARCH g �G O ___INSTALL SEE PUN fIOCUM FFCIURER RECOMMENDATIONS w =1 - r V U Ill i i J I Ark W ., __'._ ___ _ _ __-'_ ___ _ __ _ _.1 BALCONY CONNECTIONS PER E.O.R. rTy[ _ _ ____ ____ ____- __ _ ___ _ _ .a_ __ _ _�__ _I C4417 1•••G o r 0 I I I NSSBX2X3/16 I I I O3 ALUMINON RAILING BY OTTERS O I I HSSN(2X3/1 B I I II I y i n ii n I 1 No L3x3x3r76 necessary at - --I �E0 4*Ait,_ N the L3x3 ninq f8)balconies jam- i at Units 367-362 0 I I I I I I I all �� �' , iI n u1 , 4. EQ. O 4+ ED. (.�. EQ. EO. 4+ EQ. 4+ EEL J,4. E0. �S` ®y a �I y 13967 , _ t ®1 TYPICAL ' -0' BALCONY' c;)TYPICAL X16'-0' BALCONY' "99* �W 1/2"••1"-0" ® 1/2"-1'-0" JAY.7EL di HSS8X2X3/16 1 W«►c� I t" I 1 RAUNG BEMTEI \ FSS 2X2%1/a CC LJJ? 'P .4 r. --BY OTHERS \ \ CO o it: 3"MIN. \\\\\ al 1 ' j --FIEND VERIFY I J \\.::<,..\ �z j PER EO CONNECTIONS I \ r- ER BEE /'��V— A _______ \ \ 6�� + \ EACH SEE OF RATE PLATE TO II 3/16 r A A LIJ A + —_-- --y. 3/16 V 2 (4 MELDS TOTAL) \" \V A EACH FACE OF KNEE PLATE W 1'-U a 4._ /'T r _—_ 1/2"EMUS \\ \ 3/16 x2 (4 YIELDS TOTAL) -_y,N .,%j' �‘ //—RAILING BEYOND IYP. s...‘_\ Z m. + � / - OTTERS SECTION A-A 3/6"x3'x4" A \ \ Z� s. /�\ ✓ �� HSS2X2X7/4 BALCONY CONN.PER EOR \\�\\\ X3/16 V �Vc 1,..\\\\.. • j I awl 3/16"CLOSURE PLATE AT ENO OF HSS El cc= I., '.., I 4 --BUTT WELD ALL AROUND.NOTCH FOR . , o KNIFE PLATE ij r �F \\\\\\\\\,� _ /2" It 3/8"x3"x4" 5 1/2" 2 1/2" WP• JOB NO: 216011.00 ' ! BALCONY CONN.PER EOR _—___—_—_ —_ Iill ANAlt Ij. :4 1A— 6 lir 'IN CWAFFR HSS CON HSS BEAM © 0 COFFER -- • TSS BEAN 1/2" 4"MI. __FELD VERIFY 3/16 r c;) TYPICAL END CONNECTION AT BALCONY 4 UPPER BALCONY HSS BRACE CONNECTION 5 LOWER BALCONY HSS CONNECTION 6 HSS BEAM TO HSS BRACE CONNECTION 1' 3/4"- -0" (10"-0"A 16'-0"BALCONIES) i"-1-0" 1" 1-0" 3" 1-0" O Z Li- WW F.O.F.BEYOND '... W SET HEIGHT OF CHANNEL AND ANGLE 1- 8' TES PER RAN BELOW TOP OF PERIMETER HSS FRAME TO CI 4C ENSURE TREX IS RUN LEVEL ACROSS. w N TREA DM= CI Q • i —USE SELF TAPPING SCREW _ A o (2INSTALL PER►fC 0.5PI3IT1CA110N CO Q �� C. REX DECKING 2X6 NOMINAL,PEBBLE GRAY y/2" —USE SELF TAPPING SCREW ' Z I _ (2)PER PIECE OR AT 6"0.0 I 3 CO E —INSTALL PER WC SFEC L2 1/2 X 2 1/2 X 3/16 i m PREFABRICATED AIWA PNUNG Wffi• -BY OTTERS '-'LF.- Q / ••�L ALCCsB CHAMFER FSS AT COOTER 1 Q Q IY I „ L3x3x3i16 only where I \ O '� _m occurs,see notes on _ 4 i•S701 above i ALONG WEB 3/16 O_ Z f'1 \ W N • 3/16 I CHANNEL PER PIAN 1-3/8" V IBM DRAWING PtAN 130C3/16MI—- SECTIONS&=MIA FSS PER RAN —FASTEN 10 CAMEL W/1/2"9 MLU BOLT DRAWN 9Y: Jf1t " 0 12"O.C. CHECKED BY: GAIL HSS PER RAN CWYIEL TO REAM NOTES BY SERA i ;)4 DECKING CONNECTION AT HSS ( DOOR OPENING DECK CONNECTION (;"1-9) BEAM CONNECTION 10/17/2016 S101 1 1/2"••1"-0" 1 1/2"••1'-0" 1 1/2"-1"-0" - R