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<br /> .
<br /> � G��1����. 5T`RUG�Jfi��1� 1�OT�5
<br /> (The Followir�g appEq unle55 shown otherwi5e on the plans}
<br /> � • �
<br /> - l. ALL MATERI�L5 WORKMAN5�f1P DESIGN �4ND GQN5TRUGTION SHALL GOhI�ORM TO TFfF DRAYVINGS, 13. 5PEGIAL INSPEGTION: 5H,4L.L 8E P�R�ORMED IN AGGORDANG� WITH 1BG 5EGT10N5 1?04 � 1�105 AND Ttf� 16. R�EINFOi�G�I�G STEEL SH,�I..l. GON515T OF #4 BARS GON�ORMfNG 70 ASTM A615, Gf�D� 40, fy = 40,�00 �� �
<br /> � � SPEGI�IGATI01�l5, THE 2015 �DITfON O� Tf-tE INTERNATlO�dAl.. BUlI.DING GODE (IBG�. PRO.�GT SP�GfFIGATI0N5 BY A (�UAl..IFI�D TESTI�lG AG�NGY DESIGN�TED BY T�IE OWNER. THE TESTING P51 AND SHALL BE DETAlLED (11�GLUDING H�OKS AND B�NDS) li� AGGORDA�NGE WITH �GI 315 AND 318. LAP
<br /> 0 0
<br /> . AGENGY �-fALL SEND G4PIE5 OF ALL STRUGTURAL TESTING AND INSP�GTION REPORTS DIREG?LY TO TI-}E ALL GONTINIJOUS REINFORGEMENl' 48 BAR DIA�METERS, 2'-0" MINIMUM. PROVID� GORNE� BARS AT ALL 1NALL �_ �
<br /> � �
<br /> O�kNER, ARGHITEGT, STR�JGTURAL k�1�IN�ER, G4NTRAGTOR AND �JIL.DING OFFIGIAL. ANY MAT�RIALS WHiGH AND FOOTING INTER5EGT14N5, LAP 2'-0° MINfNNM. PROVIDE �2� #4 MIN. U.N.O. TRIM B�i�S AROUND AI..L �-
<br /> 2. DE5lGI� LOA�DING GR€T�RIA FAIL TO MEET PROJEGT SPEGI�IGATIONS SMRLL BE BROUGHT TO 7HE ATT�NTION OF Tf-I� ARG�IITEGT. OPENiNGS IN GONGRETE WALLS OR 5LAB5 EXTEI�DING 2'-0" PRST GORN�RS, TYPIGA�i... �-- � �
<br /> REFER 70 SGHEDUL� B�LOlN �Oi2 SP�GIAL INSPEGTION REQUIi�MEP1T5. !� o 0
<br /> ROOF 5N4W I.O�D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF WELDED WIRE FABR{G 5HAL1. GONFORP� TO ASTM AIOb4. L/�P ADJAG�NT MATS OF WELDED WIRE FABRIG A - - -
<br /> � � �
<br /> RODF DEAD LOAD ?�L1.OW,��iGE FOR flY PANELS. . . . . . . . . . . . . . . . . . . . 5 P5F " `^ � � �
<br /> MIPfIMUM 0� 8 AT 51DE5 AND E1dD5. �
<br /> �GIAL IP�GTION S�GF�1.� �. � � �
<br /> FLOOR LIVE LDAD (R�SIDENTIA�L). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 P5� NO BARS PARTIAL.LY �MBEDD�D IN HARD�NED GONGRETE SHALL BE �{ELD BENT Uf�1.E55 SPEGIFIGALLY 50
<br /> �LDOR L111E �.OA�D (R�5IDENTI�1.. EXTERIOR BALGONIES) . . . . . . . . . . . . . . . 60 P5� �E NOTES A � � DETAILED OR APPROV�D BY THE STRUGTURAL E�G(I�EE�R. NO REINFORGl�1G BARS 5!-If�LL BE "�IET-5ET" INTO
<br /> � GONT. P�RI�DIG REM�RKS THE GONGi2�TE. PROYID� ,� 20' 1.4t�G REBAR GROUNU (UFER GROUND) PER EL�GTRIGIAN. � � �
<br /> GIJI�RDR,�ILS/B�LGONY RAILS (ONE OR TWO U1dIT DY�LLING� . . . . . . . . . . . . 200 LBS FOUNDATI4N I EXGAVATION GRADING AND FILL X 8Y GEOTEGH. �NG. � � "' �
<br /> ' I?. GONGRETE PRO7EGTION (GOVEf� �OR REINFORGING STEEI� SHA�L.I. BE A5 �4LLOW5: � � � �?
<br /> _ 2 �I N A L �O U N D A T l O N P R�P A R A T I O N X B Y G E O T�G H. E P 1 G. [�
<br /> WIND. . . . . . . . . . AN�r1.Y515 PROGEDIJRE: ASG� �-10 GHAP�R 2l "PAfZT II - ENGL05�D SEMPLE DIAP�RAGM° a 3 PLAG�MENT OF FOUNDATION �
<br /> . . . . . . . . . . . . . RI5K GATE60RY II X BY GEDTEGH. ENG. �OOTfNGS A�ND OTHER U�(�4iZNIED SURFAG�S GA�ST AGAlNST APID PERMA�NENTLY �XPOSED TO EARTH . . . . . 3"
<br /> � �/{�j�j R E T A I N I 1�I G G W A L.I� B A G K�I L.L �OR1�D 5IJR�AGES EXP05ED TO EARTH (i.e. W�U.S B�LOW GROUi�37) DR YVEAT{-#�R (#6 BARS OR LARGER) . . 21` � � A��
<br /> . . . . . . . . . . . . . �lO I �t I-I ._' ar�,
<br /> . . : . . . . . . . . . . EXP05UR� "B° GONGR�T� I ANGHOR 801.T5 AND IN5ERT5 X (� BARS OR SMALL�R) _ I-I/2 ���� ����,s.� ��
<br /> � . . . . . . . . . . . . . TOPOGRAP�+IG FAGTOR Kzt = I.D 2 A 0 O 5 G I 5 SLABS A�ND WALLS (II�TERIOR FAGE} . . . . . . . . . . . . . . . . GR�AT�R O� (B,hR DEAMETER PLUS IlS") DR 3/4" � � �' � �
<br /> . _ �� • �t�`� ��
<br /> . . . . . . . . . . . . . Y�IND BASE SHEAR, NORTH/50UTH Vw - 3?.72 K 3 GONGRET� PLAGEM�N7 X " �n°�
<br /> . WIND BASE SHEAR EAST/W�ST Yw = 20.1� K AA�GHG� � . ,
<br /> .' � � ♦ :-.: � GY
<br /> . . . . . . . . . . . . ' REINFORGING 5TEEL I R�IN�ORGING PLP�G�M�NT X X ' � � �jg�
<br /> ' DRIl�L�D IN PLAGEMENT 0� ADHE5IVE �NGHOR5, RODS �� �� .�����'����p ��,��
<br /> GLADDING / WINDOW D�51GN PRE55UR� (MAX.) . . . . . . . . . . . . . . I8. EXPAid510N BOLTS IN1"4 GONGi2ET� SHALI� BE STRONG-BOLT 2 WEDGE F�NGMOR AS MANU�AG7UR�D .��p�L �. �
<br /> . . . . . . . .35 P5� ANGHORS � AND DONI�LS X 5EE NO'I`E G 1 ��y
<br /> TI� DESIGN WI1�D PRE55URES L15TED AB01lE A�RE INI�ARD OR OUTWARD AND ARE BAS�D ON AN EF�EGTIV� BY 5iM�'S0N STRONG-TIE RNGHOR SY5TEM5. INSTAL.L IN STRIG7 AGGORDANGE 1^lITH I.G.G. R�PORT N0.
<br /> WIND I�REA OF 10 SQUARE F�ET Pt�AR A BIJILDING GORNER, U.O.N. GORNER A�I�D OTHER ZONES ARE DEFINED 2 PLAGEMENT 0� EXP�4N510N ,�NGi�ORS X 5E� N0� G �SR-303� INGLUDING STANDARD �MB�DM�NT REQUIREhi�N75 U.O.N. �OPOSED 5UB5TITUTIONS SHALL BE
<br /> " BY F4Gi� 30.5-I IN ASG� �-!0. R�DUGED DE5iGN PRE55URES MAY BE G,�I..GULATED U51NG ASG� 7. NOTE SUBMITT�D �OR R�lIEW WITH I.G.G. OR IAPMO UE5 R�PORTS INDIGATING EQUIVAI._E�IT OR GR�ATER I�ORD v
<br /> THAT Tf�E DE51GN WiND PRES�JRES NOTED ,4BOVE Afi� ULTfMRTE VALUES PER THE 2015 IBG A1�fD SHAI..L 8E GAPAGITIES. 5P�GIA�L 1N5P�GTION 15 E�QUIRED FOR ALL EXPA�510N BOLT INSTALLATIDM. �;
<br /> � MULTIPLIED BY O.6 FOR aLLOYVAB�E 5TRE55 DESIGN. NOT�S: � �, .�
<br /> lq. SGR�W l•�NGf�ORS INTO GONGRET� SHALL BE "TlT�N i�D", AS MRNUFf�GTURED BY 51MP50N STRONG-TI� c c, �. �
<br /> �ARTHGN�AKE. . . . . AN,41,.Y515 PROG�JRE: 1BG "�QUIVAI.ENT LAT�RAL �ORGE PROGEDURE" A. TI-f� IT`�MS GHEGKED WITH AN uX" SHAL�. BE INSP�GTED IN AGG4RUANGE WITH UBG GHAPTER 17 BY A G�R7I�IED ANGH4R 5Y5TEM5. INSTALL IN STRIGT AGGOf�DANGE WITH I.G.G. REPORT N0. �SR-2�13 INGLUDING STANDA�RD > o ,� �
<br /> 5P�GI,�L IHSPEGTO R �RO M A N �S T A B L I S H E D 1'E S T I N G A G E N G Y. �O R M A T E R I,�1. S�M P L I N G AND T ESTING REQUIREMEI�TS EMBEDMF N T R E Q U I R E M E N T S U.O.N. P R O P 0 5�D 5 1 1 B S T I T U T I D N S S H A L L B E S U B M I T T�D F O R �l{E Y V W I T�i i.G.G. � °�' � `
<br /> . . . . . . . . . . . . . 5 E k 5 M I G D E S I G N G A T E G O R Y {5 D G} = D R E F E R T O T H E P R O.l E G T S P E G E�f G A T I 0 P l.5, T H E S T R U G T U R A L. N O T�S, A N D T N E N 0 7�5 B E L O I N. S P�G I A� I N S P E G TI O N O R I A P N 1 0 ll E 5 R�P O R T S I N D I G f�T I N G EQ U l V A 1.�N T 4 R G R E A T E R �O A D G A P AG IT I E S. S P�G I�L I N S P�GT I O N I S � � N �
<br /> . . . . . . . . . . . . . RI5K GATEGORY = II TE5TING R�QUIR�M�NTS APPLY EQUAI�LY TO ALL BfDDER DE5IGNED GOMPONENTS. REQUIRED �OR ALL SGREN� ANG�fOR INST,�L�.A�FION. o � �
<br /> � - . . . . . . . . . . . . . SElSMIG SfTE GL.R55 = D N � ��
<br /> . . . . . . . . . iMPORT�NG� �AGTOR 1e = l.0 �, j c�
<br /> � � � B. GONTINUOlJS INSPEGTION MEANS THAT T!-fE SPEGIAL INSPEGTOR IS ON THE SITE AT ,4t..L TIMES OBSERYING TH� lNORK 20. EPDXY-GROUT�D ITEMS (THI7EADED RODS OR REINFORGING BAf� lNTO GONGRE� SHA�.1� B� � �
<br /> . . . . . . . . . . . . . MAPP�D MGE 55 = 1.4f�; 51 = .545 :� w �-'
<br /> . . . . . . .. . . . . . D�5{GN AGGEL�RATION 5d5 = O.q45; 5di = 0.545 REQUIRiNG SPEGIA�. INSPEGTION (UBG 1701.6.i). fi�ERlODIG 5P�G1,� lNSPEGT14N MEANS Tf�AT THE SPEGl,�L INST�L.L�D U5�1�G "AT-XP" l�DHE51VE A5 MANU�RGTURED 8Y 51MP�N STRONG-T!E ANGHOR 5Y5TEM5.
<br /> . . . . . . . . . . . . SEISMIG RESISTlNG SYSTEM: WOOD PANEL BEfi�RIMG SH�AR WAL�., R = 6.5 INSP�GTOR 15 ON S�TE AT TIME INT�RVALS (�GE55f�RY TO GON�lRM THAT ALI. WORK R�QUIRING SP�GIAL (NSPEGTi011 1�5T,4LL I�# STRIGT AGGORDANGE WITH IAPMO U�5 t�EPORT PiO. ER-263, INGLUDING STANDARD EMBEDM�NT
<br /> . . . . . . . . . . . . SEISMIG B�SE SHEA�R Vs = 25.45 K 15 IN GOMPL�ANGE. REQIJlREM�NTS U.O.N. PROP05ED 5UB5TITU1'101�5 SHA�LL BE 5UBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UES S� . , ;� ,�_,
<br /> � REPORTS IPIDIGATfNG EQUIVAL�IT OR GR�ATER LOAD GAPAGITlES. SPEGIAi.. fNSP�GTION 4F IN5T�I..LATIDN `,�` '� ` '� �
<br /> � t �
<br /> SE� PLANS FOR ADDITIONAL LOADING GRITERIA. P05T Al.l. GOMMERGI�l.. 4R II�tDUST°RIAL L.IVE LOADS OVER G. INSPEGTION OF DR1L.�.ED �MGHORS, �1�Gk.UDING EX�'ANSION Ai� ADHESIV� GROlJTED ANGHORS, WHERE SPEGI�I�D, i5 REQUIRED. RODS 5HA1..L BE A51T�i A3b UNLE55 OTHERWISE N�T�D. `� :>:�: ` �
<br /> 50 PSF PER IBG SEGTION 106. SHA�L INGLUDE YISlJAL VERI�iG�T14N OF DRILL�D HOLE DEPTH, SPAGlNG, EDGE D15T�NG�S �ND HOLE G�EANING. � , �� < <�
<br /> FOR G�OUTEI7 ,�NGI�ORS, GROU7 lNSTA�L.LI�710N SHALL B� OBSERVED AND GROiJT PRODUGT SPEGIFIGATION A�ND � ��' �
<br /> 3. �ATERAI.. LOADS A�RE TfZANSFERRED BY 7HE ROD� AND �L4OR DIAPHR�GMS TO TNE SHEAR WAI..l.S. PREP�R�TION SHALL BE VERI�IED. � `�' " �.: � .,,
<br /> ; , ,,
<br /> : {,
<br /> ' �ORGES ARE B,4SED ON Tf-� TR{BUTARY �REA �OR EAGH 5#�AR W�rLL AND ARE GARRI�D BY 7HE SF�EAR 21. FRAMING UJMBER: SHALL BE KIL�1� DRIED OR MG-I� (MOISTURE GONTENT 1�E55 THAN Iq°'b), AHD 6RAD�D ' , ; , = � s X {`
<br /> - WA 1.L.5 TO TH� FOUNDRTION. � AND MARK�D IN GON�ORMAPfG� WITH W.G.L.I.B. STA�NDARD N0, f� 6R�DING RUL�S FOR Y`l�ST GOAST LUMBER. '
<br /> WRNISH TO THE FOLLOWING MINIMUM STANDARDS: `r` �� �' ���
<br /> � �
<br /> 4. STRUGTURAL DRAVVINGS SHALL B� USED IN G�NJU�IGTION WITH ARGHITEGTUR�� DRAWINGS �OR i4. ��iJNDATiON NOTE5: �JBGR�DE PREPARATION INGLUDING DRt�INRGE, EXGAVATION, GOMPAGTION, '�� �w ,ti,
<br /> ` ��`�k' w��:
<br /> . BIDDIi�6 AND GONSTRUGTION. GONTRAGTOR 51-fALL. V�RIF'r' DINfEN510N5 APID GOW��TIOPES �OR AND FIL!_.ING REQUfREMENTS, SH,4Ll� GONFORM STRIGTLY l�ITFt REGOMMENDATlONS GIVEN IN 7HE .!0l5T5: (2X, 3X, AND 4X M�MBERS). . . . . . . . . . . . . . . . . . . . . HEM-�IR NO. 2
<br /> GOMPATIB{�.1TY AND SHA1�L N071�Y ARGHITEGT OF ANY D15GR�PANG1�5 PRIOR TO GONSTRUGTfON. 6EOT�GHNIGAL REPOR7 OR A5 DIR�GT�D BY T�IE GEDTEGHNIGAL ENGINEER. �OOTINGS SHALL B�AR ON
<br /> 50LID UNDISTURBED EARTH (GONTRO�.L.ED, GOMPAGT�D STRUGTURAI. �Il.l. OR 84T�-!) AT l.Ef�ST IS" BEL.OW BEAMS APID STRINGERS: (INGL.UDI�G 6 X A�1D L.ARGER i�fEMBERS) . . . DOUGLAS �IR N0. I ��}�
<br /> � 5. GON7RAGTOR SHALL YERI�Y A�.1� EXlSTING DIMENSIDNS, MEMS�R 5fZ�5, AND G4ND17'IONS PRIOR TO LOYVEST ADJ�4G�NT �11�15HED GRAD�, �OOTiNG D�PTHS/ELEV,4TIONS 5f-IOYVN ON PLANS (OR It� D�T�ILS) ,�RE
<br /> � GOMM�KGING AHY Y�kOR�C. �J..L DIMENSlONS OF EXISTING GONSTRUGTION 5�#OWN ON TFfE DR,41^lINGS ARE MIPIIMUM AND �OR GUlDANGE ON�.Y; TFIE t�G7U�� E1�YATIONS 0� �OOTfNGS MUST BE ESTASL.ISHED BY THE � §_
<br /> POSTS AND TI MBERS: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DOUGLAS FI R N0. I
<br /> INT`EI�(DED AS GUIDEI.IN�S ONLY AND MUST BE VERIFIED. GONTRAGTOR iN T�#E �IELD Y�ORKI�lG WITH THE TESTING L�8 AND GEaTEGHNIGAL ENGINEER. UNLESS ��� `•`
<br /> OTHERWkSE NOT�D� �OOTII�GS SH�J..L BE GENTERED UNDER GOLUMNS OR WALLS ABOVE. STUDS PLATES � MISGE�.l.ANEOUS LIGk�T FR�MING: . . . . . . . . . . . DO�G1.A5 �IR OR �-f�M-FIR N0. 2 ��
<br /> b. GONTRAGTOR SHALL PROVIDE TEMPORARY BRAGING �OR 7HE 5TRIJGTURE �ND STRUGTURA� (f�5 �d4TED OP! PLANS / DETAILS)
<br /> GOMPONENTS UNTIL ALL FINAL GONNEGTION5 HAv� B��N GOMPLETED IN AC.C�4RDANGE WITH THE PLANS. BAGK�ILL BEHII�ED A�.�. R�TAINlNG W�4��.5 WITH FREE Df�INING GRAAdU��R FIL� AND PROVIDE FOR
<br /> �� # .:
<br /> 5UB5UR�AGE DRt�l�IAGE A5 NOT�D IN THE GEDT�GHNIGAL REPORT. 2X 3X AND 4X TONGU� AidD GROOVE DEGKfNG: . . . . . . . . . . . . . . NENi-FIR GOMMERIGAL D�X �
<br /> -� ?. GONTRAGTOR SI�fA1,L BE RE5PON5fBLE FOR f�LL 5��E1Y PREGAUTIONS AND THE 1�T+�ODS,
<br /> TEGHNIQUES, SEQUENGES OR �'ROGEDURES REQUIR�U TO PERFORM Tf�EIR VV`110RK. TH� STRUGTURA� ENGIi�ER TH� 57RUGTUR�tL DE51GN 15 Bf�SED Oi� THE �OLLOWING VALUES �ROM THE REFERENG�D GEDT�GHN{GAL R�PORT: 22, WpOD SETTLEMENT 51�RINKAG�: DU� 70 GR055 GRAIN WDOD 5HRlNKAGE TFflS BlJILDiNG 15 EXPEGTED �o�5�1 T��5 E�I N E E R 5
<br /> �
<br /> � HA5 NO OV�RALL SUPERVISORY AIJTHORI7Y OR AG?UA1. AND/OR �IREGT R�5PON5181Li7Y �OR THE SP�GIFIG TO 5�TTLE APPROXIMATELY I/S TO I/4 INGH PER STORY. ALL UTILITlES SHAL}� BE DE5IGNED WITH �LEXIBL�
<br /> W4RKING GONDITIONS t�T TH� SITE AI�lD/OR FOR ANY HA�ZARDS R�SULTlI�G �ROM 7FfE AG1"fONS 0� ANY Al,.LO�`dAB�.� 501L PR�S�R� . . . . . . . . . . . . . . . . . . . . . . . . � � - - - � _ - � �,P00 PS� .101NT5 OR OTHER MEANS TO �Pfi'R0�'RIATELY AGGOMMODATE 7N15 I�ORMA�. SETTL.EM�NT. Al.l. IMTERIOR 1511 7HiRQ AVE�lUE
<br /> TRADE GONTRAGTOR. THE STRUGTURAI.. ENGINEER HA5 NO DUTY TO 1NSPFGT, SUPERYfSE, N4T�, GORREGT, OR L�T�i�RL �ARTH PRE55� (RE5"fRAfNEDNNRESTRAIN�D) . . . . - - . . 60 PG�140 PG� AND EXTERlOR SH�ATHlNG AND FINISHES S�A�..L BE INSTAI.LED SUGH THAT NO DA�MAGE iNILL OGGUR. su►T�323
<br /> � � ' ' ' � SEAT7�E, �NA 98101
<br /> REPORT ANY HEALTH OR SA�ETY DEFIGI�NGIES 0� Tf�E OWNER, GONTRAGTORS, 4R OTHER ENTITlES OR PA551V� 501L PRE55lJRE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 200 PGF SHRINKAGE 15 EXPEGT�D IN THE THIGKid�55 0� TI-I� WAL.L PL�TES AND PIOT iN TNE LENGTH OF THE W?�l..L 7F� �05.�57.�ao
<br /> PER50N5 AT Tf-fE i�OJEGT 511`E. SOIL GOEFFIGI�NT OF �RIGTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.35 5TUD5 F`a� 2r��.�5�.3�fl1 �
<br /> . - 501L DEN517Y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120 PGF �,+�,{rN.quantumce.ctxn
<br /> 8. GON7RAGTOR-INITIATED GHANGES SHAI�I� BE SUBMITTED lN WR�TING TO THE ARGHIT�GT AAlD � �o�.y:'a°�.°' °R""� �r: T'}' p.��.�P.E: �"R�c�
<br /> 51R�JGTURAL ENGIi�lEER �OR APPR01�,4L PRIOR TO FASRIGATION OR GONSTRUGTIO�. GHR�GE5 5HOWN ON GEOTEGHNIGRI... REPORT RE��RENGE: #1014317 BY KEL50N GEOTEGHI�IGA�.. A550GIATES. DATED NOVEMB�R q, aol7. 23. GLUED LAMINATED P�MBERS 5#�f�LL BE �RBRIGAT�D I�f GOPtFORMANGE WITH ASTM D3�3� AND AN51
<br /> � AI�O.I STP�NDARDS. �A�GH C�MBEi� Si-fAL.L BEAR AN A�.I.T.G. EDENTIFIG�TiDK MaRK AND SHA�� BE
<br /> SHOP DRA�IIPtGS ONLY WII.�. NOT SATIS�Y T�i15 REQUIR�M�NT. AGGOMPANI�D BY AN A,I.T.G. GERTlFiGATE OF GON�ORMANGE. G�RTI�IGA"f�5 O� GONFORMANG� MUST BE
<br /> . �'%� MADE AVAILABLE TO BUfL.DING INSPEGTORS. I�L.1.. SIMPL� SPAN BEAMS SHALL 8E DOUGI.AS FIR
<br /> Q. DRA�WIN65 INDIGATE G�NERAI.. AND TYPIGAL DETA�ILS OF GONSTRUGTiON. YdI�RE GONDITIONS ARE GOMBINATION 24�-Y4, Fb = 2,400 PSI, Fv = 240 P51, � = I,SOO KSi. ALL GANTILEVERED OR GOKTINUUUS
<br /> �-� , E� ,;�,� �",� ���
<br /> �IOT 5PEGI�IGALLY INDIGATED �JT ARE 0� SIMILAR GHARAGTER TO DE7AIL.5 51-bWN, 5iMILAR DETAILS OF 15, GONGRETE SHAI..L B� MIX�D, PROPORTIONED, GONVEYED AND P�.AGED IN A�GGORDANGE W[Tt� P�GI 301. BEA�MS SHP�..L. BE DOUGL�S �1R G4MBINATION 24�-VS �b = 2400 �'51 �Y - 240 P51 E = 1800 KSf. � � 'a � � � � � �
<br /> i r r " � r �, �1 � v��t. , '. , i �:;� � � E
<br /> GONSTRUGT]ON 5H A 1.�. B� USED, SUB.IEGT TO REYIEIN AND APPROVAI. BY Tt�fE ARGHII`EGT AND THE CANSTRUG1'40N TO}..FR,�NG�S 5HALL 1�4T EXG�ED THOSE LfSTED IN AG1 117. GO�fGRETE SHALL AT7AIN A 28 G A M B�R A L L S I M P L� S P A N G L.U L A M 8 E A M 5 TO 5,0 0 0' R�D I U S U N l�5 5 S H O W N O T H E R J N I S E O N T H� P L A N 5. i�i.�:���' � ��, �
<br /> S T R U G T U R A L E N G I N E�R. W H E R E I N F O R M A T I O N C7 N T H E D R A l N I N G S 1 5 l N G O N F L l G T W I T F# T H� S P�G I F I G A T I O N 5, DAY 57REN6TN O� f c - 3,000 P51 (4,500 P51 YVHfR� NOT�D ON PL,�N� AND MIX SHALL GONTA�IN NOT LE55 ALL GI.UE LAMINATED GOLUMNS S�ALL BE DOUGL�S F1R GOMBINATION 2, Fc = l,q00 P51, � = I,800 P51, �bx � i� �r;s��,- � ''�``� �'`
<br /> THE MORE STRINGENT SHA�LL APP1.Y, SUBJ�GT TO REVIEW AND APPRDYAI.. BY TI�E ARGHIT�GT aI�D THE THAN 5-1/2 5AGK5 O� G�MENT P�R GUBIG YRRD 1�1�iD 51-�,41..L B� PROPORTIONED TO PRODUGE A SLUMP OF � � �� '�!. � �� �� � � � J � �u+��
<br /> 5TRIJGTURAL �NGINEER. DO NOT SGALE THE DRAWINGS. = I,rtoo �i, E = 1,700 K51 (4 LAMS MINIMUM DEPTH). ..`��- �,��i��
<br /> 5" OR L�55 �BEFORE THE ADDITIO�I OF ADMIXTURES). Ti-IE IMATER/G�M�NT RATI� SHALL NOT EXG�ED O.� � ��`�`� �� �� '° `�� �,,wa
<br /> �° ��-�����i� �����.f��;�.�
<br /> 10. ALL STRUGTURA�L SYST�MS 1NHIGt� AR� GOMP05�D 0� FIEL.D ER�GTED GOMPONENTS 5t�lALL BE FOR �OOTINGS AND 0.45 �OR ALL SLABS AND �XPOSED GONGRETE UNLE55 OTHERWIS� NOTED. EXGEF'T 6� �T�'�. i�QTFS G4NT11�0 ON 59.1
<br /> SUPERVISED BY THE SUPPI�(ER DURING MANUFAGTURING, DE�.EV�RY, Hf�NDI.ING, 570RAGE AND EREGTION IN FOR �DOTINGS AND SLi�B ON GRA�D�, AGGREGATE SIZE SHA!_.1� NOT EXGE�D 3/4".
<br /> AGGORDANGE WlTf� lN5TRUGTIONS PREPARED BY 7H� 5U�'PLIER. Tf-fE M1NIMlJM AMOUNT 0� GEMENT ,�ND TH� MAXIMUM SLUMf' MAY BE GtiANGED I� � GONGRE7E P�RFORMANGE �
<br /> MIX IS 5lJ8MITTED TO TH� 5'TRfJGTURAL �NGINEER AND THE BUIL.DING DEPARTM��iT �OR APPRO�A1. TNlO
<br /> II. SHOP DRr�ING REYI�YV: DIM�N510N5 AND QUANTITIES ARE �IOT R�VIEWED BY THE Ei�GlNEER OF WEEKS PRlOR TD PLAGi1�G ANY GONGRET`E. THE GONGR�TE PER�ORMANGE MIX 5�#P�L lPlGLUD� 7HE AMOU�tTS
<br /> R�GORD, AND THERE�ORE MIJST BE VERI�IED BY TH� GONTRAGTOR. GONTRAGTOR SHALL R�VIEV�t Ai�iD OF �EM�NT, G�MENTITIOUS MP�T�RIAL, �IN� AND GOARS� AGf�REGATE, WATER AND ADMIX"NRE5 AS WELL A5 tw
<br /> STAMP DRA�WINGS I'RIOR TO REVI�Y� SY ENGIN�ER OF R�GORD. GONTRAGTOR SHALL R�VIEW DRAYVIN65 TFt� 6^1ATER GEMENT RATID, SLUMP, GONGR�TE YIELD AND �JBSTANTIATING STREI�GTH DATA IN A�GGORDANGE � f} �
<br /> a �OR GONFORMAPfGE WITH Tf-IE MEANS, METHODS, T�GHNIQUES, SEQUENGES AND OPERATIONS 0� WITN AGI 301. GH�MIGRL f�DMIXTUR�S AND �LY A�SH SHALL GON�ORM TO ,45TM C.4�i4 AND G618 � ° �.�i.�
<br /> � GONSTRUGTIDN, AND Al.l. S�FETY PREGAUTIONS AND PROGR�MS INGID�I�TAL THER�TO. A MINIMUM D� TWD R E S P E G T I Y E L Y. �L Y A S F f P E R G E N T A G E O F T O T A l. G E M E N T I T I O U S M A T E R I�L S H A L L N O T E X G E E D 2 0�. T H E U 5 E ; •� p �
<br /> ry V�EKS SHALL BE ALLOWED FOR 1�VIEW. OF A i'ER�ORMAKG� MIX REQUIRES BATGH PL�41�T INSPEG7lON, THE GOST 0� WHIGH SHALL B� SROUGHT TO � � � '
<br /> � TH� ATI�NTION 0� THE OW1�R. REVIEW OF MIX SUBMETT,41..5 BY THE E1dGINEER C?F REGORD 1NDIGRTES ONLY a, � �
<br /> 0 12. S�lOP DR�WING SUBMITfALS PROGE55ED BY TH� ENGINEER ARE NOT GHANGE ORDERS. THE PURP05E TH,�T INFORM�kTlON PRES�NTED GON�ORMS GEN�RAI.LY TO GONTRAGT DOGUNl�NTS. GONTRAGTOR u, � W
<br /> , 0� SHOP DRA4NING SUBMITtALS BY 7HE GONTRAGTOR 15 TO DEMONSTR�T� TO THE ENGINEER TH,�T THE . Q MAINTAINS �U1.L RE5PON51BILITY �OR SPEGlFIED PER�ORMANG�. ti � z
<br /> . � GONTRAGTOR IJNDER5TAND5 7HE DE51GN GD�IG�PT, BY INDIGATING WHIGH MI�TERI/�L 15 IN1`�NDED TO BE �- p �' � �
<br /> m �URNISHED AND INSTALLED AND BY DETAILING TFfE INTEI�IDFD FABRIGATlON A►ND IN51"�.LA�T10N METHODS. I�
<br /> o ALL GONGft�TE iNfTH S�JRFAGES EXP05�D TD ST�NDING Wf�TER SHALL BE �IR EN1RRINE� WITi-� AN �fR �
<br /> � D�1ll/�TlONS, DISGR�PANGIES, OR GOi�FL.lGTS BETVdEFN SHOP DRAYVlNG SUBMlTTALS AND TI-f� GONTRA�GT ENTRAINING �G�NT GONFORMING TO �STM G260. TOTAL �41R GONTEPET FOR �ROST-RE5lSTA�IT GOPIGR�T� Drawing:
<br /> 3 DOGUM�NTS ARE D15GOYERED EITf-fER PRIOR TO OR A�T�R SHOP DRAINING SUBMITI"AL5 AR� PROGESSED BY SHAL.L BE IN AGGDRDANGE 1^RITH AGI 318-14 T,�BLE IR.3.3.i. ALL GONGRETE EXPOSED TO THE YVEATH�R AND
<br /> 0 7HE ENGINE�R, THE DE51GN DRA�lINGS AND SPEGIFiGATI0N5 SHALL GONTROL AND SH,41..L BE FOLLOY�D. ALL GARAG� 5LAB5-ON-6RADE SI�AI..L OBTAIN A 28-DAY STRENGTH f'c OF 4,500 P51 lN AGGORDA��fGE WITH
<br /> � AGI 318 TAB1..E 1�.3.2.1 AND iBG SEGTION IQ04.l. TH15 lNGREASE IN P.EQUIRED STRENGTH IS FOR DURABILI'fY � ■
<br /> � ,- � ONLY �SPEGIAL lNSPEGTION {5 NOT REQWRED). ALL GONGR�T� TO REGEIVE � STEEL TROW�L�D ��NiSH
<br /> � SHA�LL AEOT 8� AIR-ENTRAINED.
<br /> Job N�mbar.
<br /> 9 , � �038.fl�
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