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" � ����� � __ , . � � - �.w ^� �� . ,��►�; �► . �� � � r _� STftUCTCJRAL STEEL' _ . -- � " � � � � � _. _. `� �� '� 3 � f, ��, 4 _,.,._�'" °--... � , GENERA�NOTES� SCIOLI REM�DEL �- JOB#{�403-15 �� .,, ABBREVtATIC}NS UST , .. � i - - - •� - - �-' -_ - . 1 FASRICATIQN AND ERECTIQN OF�TRUCTURAL STEEL SHAI..L BE!N � -- ' - - -' - - - -- _ - -�- - - _- � �-_.__ _ _ _ _ _ - ,- � -- - --r _ _ . - - -, - - ~ DESlGN CRITERIA: ' � ACCORDANCE WITH THE MOST CURREN7 PUBLICATIONS fJF EITMER AfSC-LRFD, � A B ANCNOR BOLT ' ' - • ;�..+ . r � - ` - AISC 335 CtR AISC-HSS SPECIFICATI�NS AND CC?DE OF STANDARD PRACTiCE ABV, ABOVE ` _ ,,,,�4,�4,Q,p4 3�y!� ' , � R0C3F LIVE LC}AD(SNQW LQAflj• s ' � . - -AQJ � ADJACEN7 1 � • '� ` -RQQF PITCH EQUAL TQ(3R GREATER THAN 4•12 8Q P5F � 2 STRUCTURAL STEEL ROE.LED SHAPES SHALL BE ASTM A50 TUBE SHAPES ALT. ALTERNATE - ��g�' ,- ' �j � � "` ~''� , . -R�QF P1TGH LESS THEN 4•12 ` 100 PSF � SHALL BE ASTM A500�iRADE B PIPES SHALL BE AS7M A53 GRADE B C7R ASTM ARCH ° ARCNI�"ECT - ` � , � ~~ " r`� �,.� ��,• ' • ROOF DEAD LQAD� ` 1�PSF -... A501 � "' BLKG BLOCKING � , - - ,. • - � • " ' FLQQR LNE�OAD f _ 40 PSF ` � ' _ BM BEAM `�.._ ; _ ._ 8 ql ��,��,t • • �'`' . FLOOR DEAD Lf7AD� 15 PSF 3 ALL.BC?1.TS USEC}1N STEEL FRAM(NG SNALL GdNFORM TO ASTM BM PKT BEAM POGKEf - . BASIC W(ND SPEED(3 8EC GU�T}' 90 MPH° SPEC[FICATI{JN A325 ANCHOR 8C?LT5 AND BQL,TS(WCLUDI�lG LAGS}USED IN BRG BEARING I �-----EXSTG EKTERIOR WAL� WfND EXPC}SURE� � ` B " TfMBER CONNE�TI�NS MAY BE ASTM A30T CANT CANTILEVER , , SEISMIC DESIGN CATEGGRY' C CLR CLEAR EXSTG PL.YWa SHEATHING ' � [BCflRC EDITlQN: ` �012 4. T(7RQU�lNSPECTION SNAL�BE PRC}V1DED AS REQUIRED BY TH�BUIl.D(NG CC?L COLUMN �� � ;� _ � INSPECTC}R � C�NC CONCREtE V1F � f � N O 1�- � FOLlNDATI�N DESIGi�� ` , CONT CQNTWUdUS � TO PLYWD. � � .= ____ � 5. EXPANS(C}N BC?LTS SHALL BE WEDGE TYPE"SIMI'SON Sl'RQNG-SQLT�OR _ C P CRCPPLE Pt�S7 EXST� I-J(�1ST BLKG PANELS � CU � �M � , 1 DESIGN DF FUC}TINGS IS BASED QN AN ASSUMED MAXIMUM ALLaWABLE - APPRC}VEp EQUIVA�ENT MINIMUM EMBEDMEIt!'T'SHALL BE 8 DlAMEi'ERS UNLESS DWL , DC?WEL r �! BTWN JOCSTS @ BRG � � � n� - BFAREN�PRES�URE OF i 5Q0 PSF � N4TED C}THERWISE PLACEMENT MAY REQUfRE SPECIAL CNSPECTIC?N IN EA FACH � � � ._,. _.___ � � C3? C3� � " AGCOFi�ANCE TO SECTiC3N 1704 3 S l�F TNE 2ti121BC AND LOCAL SUCLDlNG EQ EClUAL - - - - ! e 2 BECAUSE SC�iLS INFORMAI'1t�N WAS NOT AVAIlASt�AT THE TIME C7F . QFFICIALS. - EXP �XPANSlC?N , - , . .. � {,.� � THE RI i'R CTIQN D{�CEJMENTS W�HAVE USED ASSUMED F D FLOQR DRAIN , EXSTG 11 7/8"i-J(7{STS � h-� (� , PREPARATIC}N�F CC} S U , � Z C3) t3? VALUES BASED QN SIMlLAR S(TES lt�THE AREA CCINSTRUCTiC?N OF THE - 6, EPC7XY ANCHORS SHALL BE°SIMP54N SEl'-XP°C1R APPROVEL7 EQUlUALEhaT - ' F1'G F(�OTWG tN�" t�)-��� . FQUNDATfQN MfiY N�T PRQGEED WITHOU7 VERfFY(NG THESE VA[.UES REP(?RT � MINIMUM EMBEDMEM'SHAI�L BE IN ACCC?RDANCE TC?MANUFAGTURES , G.L GLUEQ LAMINATED EGftESS BY(�TNERS CL. � � � _ ANY DtSCREPANCIES FROM THE DESIGN ASSUMPTIONS TO THE STRUCTI�RAL FiEGC}MMENL�ATIONS UNLESS NQT�D QTERWISE PiACEMENT MAY REC2UIRE HDR HEADER �� � � �" � ENGINEER ' �PECIAL WSPEGTIaN 1N ACCORi}ANCE TQ SECTION 1704 3 3 C}F THE 2fl12 IBG HOR{Z. HQRlZONTAL �` - AND LaGAL BUI�C3kNG OFFIC(ALS INF� INFORMATEtJN ��'' , , INV INVERTED INDICATES (N)L 4x4x114 t 7 ALL WELDING SHALL.BE DdNE BY AN AWS GERTIFIE[�WELQEft.FIELD W�LDS JSTS J(7iSTS � (BEY{7ND}W/1I2"�X 5" - - � ' MAY REQUfRE SPECIAL INSPECTION{N ACCQFiDANCE TC?IBC SECTI�N 17{�4 3 K S K1NG�Ti.1D EPt}XY ANCH"s� 18° (4 � " AND LQCAL BUiI.DING OFFCCIALS , LLV LC}NG LEG VERTICA� M�tJ USE SCREENS FUR _ tA * UNGR�UTED CELLS) C - .� �; STRUCTEJRAL MASC�NRY• ` - _ LQNGIT LONGITUDINAL ' 8. DEf.AY PA1NTlNG WITHiN 3°t�F FfE�D WELDS UN1�IL,WELDS ARE COMPLETED LNVT, LIGH1WElGHT . - 1. I�QAL�BEARING CONC�iETE MASONRY UNITS SHAlL CCINFC�RM TC}ASTM C90 L�� LAMINATED VENEER LUMBER (N}-TRTD P4ST PER PLAN t O ' STANDARI75 - 9 STE�L ANGLES 7HAT ARE USED TC3 SUPPQRT Sl'ONE VENEER AND ARE IN MANF MANUFACTURER �g�YQ�Q} ��' (N}-TRTD 6x6 TICv1BER .- � CONTACT W11'N CC}RRC)SNE S�ILS�NALL BE GALVANIZED AND�HALL BE 4 C QN CENi`ER . ����' " c Wq�,�, .,�... � � MC}Ri'AR SHALL CO�I�C��iM TQ AS7M C27{�AND ARTlCLES 21 AND 2 6 A C7F ATt'ACHED TQ THE FC}UNDATIQRI W17H GALVANIZED QR STAINLESS S7EEL R Pl.A7E �+ �� ��� REFERENCE �� � TM�602/AG!530.1/ASCE 6, EXCEPT FUR MORTARS LCS7EC�IN SECTIQN ANCHORS, �, � � 21{�3 9�21t131q AND 21Q311 OF THE 2Q09 IBC a0 NC7T U5E ApMIXTURES UNLESS ' REINF. R�INFOF�CING � - `� APPRQVED BY STRUCTURAL ENGINEER 10 STEEL BEAMS BEAR(NU W CONCREI"E C}R MASC}NRY BEAM POCKEI'S SHA�L. SCHEL7 SCNEDULE � > • 1 U' � E�EAR ON 1°MINIMUM UF SHIM AND ALL VC71DS SNALL BE FIL�EL7 WITH ���- STEEL (N}-(2}-2x6 TRTD SIL� Z 3 GR�UT SHALL GOtvlFLYTU ARl"[GLE 2 2 OF TMS 6fl2/AC153011ASCE 8 UNLESS Nt?N-SNRINK GRQUf _ �' TRfMMER , � , QTHERWI�E REQUIRED, PRQRQRT(C3N AND M}X GRtJUT OTHEFi THAN T B THRQUGN BOLT . �, � SELF-GC?NSt��IDATfNG GRUUT W ACCC7RDANCE W1T�t THE REQUlREMEM'S L?F BAGKFILLING PRC}CEDUR�S' T&G TQNGUE&GROOVE tY � - ASTM C�476 MIMMUM GRQUT CC7MPRESSION STRENGTN EQUAI.Oft�CCEEDS � ` T� TOP OF �fSTG P�YWD SHEATHING P7 � . ___� — V fm, BUi'NK�T L�SS THAN 20()0 P51 1 VERIFY 1YPE C}F FILL WITH G��1'ECHNICAL ENGINEER. TflF TpP OF�C}0?ING �� EXSTG 8"CMU WALL Cll7 DOWN � W � �OW T��dF WA��' TC3 PLYWD FOR EGRESS SILL 4 MASONRY SHAL�HAVE A MENIMUM 28 DAY CdMPRESSIQN STRENGTH aF 2 CC?NCURRENT BACKFILLING OF EACN S(DE OF RETAINING WALLS T4 FINAL TRANSV -��J�e�t/�RgE , --� — - - _ Z ' . ��=fi�pp Pg� GRADE�lS REQUIRE�llNLESS T�MPQRARY SHORING IS INSTALI.ED DO NOT TRTD TREATED - � " BAGKFI��AGAINST RETAENING FQUNDATIC}N WA�LS UNT(L SUPP�RTING FRAMING Y� TUBE STEEL (� =� 5 PROVIDE (2}-#5 SAftS EXTENDWG A MIN1NlUM C}�2 FEET BEYOND ED�ES C3F , ��EMENT�ARE IN PLACE,C?R ADEQUATE TEMPORARY SHpRING IS INSTALLEQ TYP. TYFICAL , .�. � ____ ._.. � � QPENINGS(S(�TN VERTI�AL GRpUTED CEL�S AI�D!-iC}RIZONTAL GRC3UTED BUND . ' ���T• VERTiCAL �'° �"' Z BEANfS). ' x GRaUT� ViF VERIFY(N FIELD EX�TG 11 7/8°I,1C71STS� � ,, 1/2"EXPANSI�N MATERIAL / � � ��' WATERPRC�CiF °' / � - ' 6 MAS�NRY WALLS SHALl.BE GRUU`tED IN CELLS CQNTAIN{NG STEEL: _ 1 GROUT BENEATH�t}LUMN BASE PLATES ANQ STEEL BEAM BEARING RLATES Wj WiTH (N)4"C4NC SI.AB i'ER PLAN � � � ' REINFt�RCING UNLESS AUTNORIZED BY THE STRUCTUF?AL ENGINEER SHAt18E�1QN-SHFtiNK, NUt�-METALLIC GROUT W1TH A MINIMUM COMPRESSIVE � � � STRENGTN C}F 26t�0 P�1 P7 � 7. STRUC1'UFiAL MASONRY SNAI.L BE I.A1D tJP RUN�fING BC?Nl�WITH�}CPQSED. - (N}-(2}-i 3/4 x 91/2 LVL(ONE EA Vl� MATCH V JOlNi'S TQQ�ED GENERAL RE�UIREMENTS' � - SIDE}W!(8)-112"�X 6"51MPSON � � • �� . . b _ _ ~ � TITEN ND(FC}llR EA SIDE)IN (E)- � � TO(N)a(_AB °d � � f � STRUC7URAL WaOD FRAMING• . 1, CNECKALL DIMENSI4NS AGA[NSTARCHlTECTURAL DRAWINGS PRlOR TO - � � CMU BC3ND BM @ TGP - � " � � � a 1 F�CCEPT WHERE NOTED C}7HERWRSE,ALl.�'NC}MINAL LUMSER EXCEPT STUDS � ��NSTRUCTIC}N DO NOT SCALE DRAWENGS CC3NTACT ENGINEER IF A a INDICATES(E)CONC FTG � DISCREPANCIES IN DfMENSIQNS ARE DISCOVEREE3. ¢ _ SNALL BE DQUGLA�F1R-LARCN#2 AND BE}�(ER A�L SO1�iD`11MBER PC?STS AND " � � ` E}CSTG 8"CMU WALL REMOVED FOR BEAMS 3"NC}MINAL AND WIDER SHALL BE Dt�UGLAS FIR-IARCH#2 UNLESS 2 THE STRUCTURAL DRAWINGS DESCRIBE THE CC}MPLETED STRUG7URE � � TEMP ACCE�S, REPLACE W/2�c6 4 Q a ��„ N�TED QTHERWfSE C}N PLAN. � THESE DRAWINGS HAVE BEEN PREPARED�OFi THE USE OF A QllALIFlED STUDS @ 16° u , � , � CC}NTRACTOR W1TN EXPEl�IENCE 1N THE CC}NSTRUC7IC?N SYSTEMS AND � g�,q�E gf4R� �r-p � SCA�E 3/4°= 1'-Q � , � ;� 2 STUt7S SNALL B�STUD GRADE ANt�BE(TER�{EM F(R OR DQUGLAS FIR-LARCH TECHNIQUES pESCR1BED THE CQNTRAC70R SNALL PRC7VIDE ADEQUATE , ' ET � SNC?R1NG AND BRAC(NG IN 7HE PROPER SEQUENCE,AS MAY BE REQIJIRED TC3 _ �� �1 . � _ , 3 FOUNDATION PLATES C?R SILLS�HALL SE BC7LTED qR ANGHQRED TC}THE ACHiEVE THE FINAL COMPLETED STRUCTURE THE SEQUENCE OF � ' . , � � FC?UNDATIC}N W17H NC�T LESS THAN 1/2�DIAi�ETER STEEL BdLTS QR APPFiQVED CONSTFiUCTION IS TNE RESP4NSIBIL(lY OF THE CONTRACTOR CONSULT WlTN � � " � ' � Y � ANC�itJRS. BC}E,TS SHALL BE ENIBEDD�D AT(�EAST 7"INT(3�ONGRET'E C}R THE�NG(NEER FOR SHQRING{�ESIGN AND RECOMM�NDATIbNS(N(�T IN . _ � ° ' � °��� ���������:; � , MASC}NRY,AND SPAGED NQT MORE TH,AN 4 FT APAR7. THEFfiE SHALL BE A Ct?NTRACTj - ' � ���� � � , � MINIMUM t�F 7WC3 BaL7S(7R ANCHOR STRAPS PER PIEGE WITH QNE B�LT C)R � � � ��� � , ANGHOft STRAP Lt7CAT�D NOT MC}RE THAN 12°C}Fi LESS TNAN 4"FFiC7M EACH . g THE Ct�NTRACTC3R IS RESPONSIBLE FC}R TNE MEANS, METHODS SEQUENCES , �F -- � � W - � �-� , , END CIF EACH f'1ECE A PRt�FERLY SlZED NUT AND WASHER SHALL BE - .A.� r„�' � � ..� AND PRC?CEDURES FOR CONSTRUGTIQN t?F 7MS PROJEC�(' NOTIFY �� , E _ . TIGHTENEt�4N EACH BOL7TC}THE PIATE. ._._ _.._ � � - - - �. - - BTRUCTlJE�AL ENGINEER OF ERRC7RS QR QMISSIOt�S IN THE G�NSTRUCTIQN �� � � _ ., l �' � ° ~ DQCUM�tVTS IMMEDIATELY QO NQT PRC?CEED UNTIL ERRt�RS OR OMISSlON� `�" �..� ( �-- ..._ - -— _ _._._.,. .__ �wr�..�.�� W �,._,,., j''"'� LUMS R 4R AUMB R C�F NATU AL Y D�Ul�AB E MA ERIABE PR�SSURE TREATED ARE RE50�VED COORDINATE REQUIREMENTS FC7R ALL PENEi'RATI�R#S � � � � � � �- -- - - ' � I � I �.►.�► � ��� - . _ THR(�UGN STRUC7URAL MEMBERS W1TH S7RUCTURAL ENGINEER Jt�BS1TE { � � - WDIGATES(N}TR7D.6x6 TIMBER � I �'----. - �`"` � � � y � 5. W(70D BEAMS BEARING 1N BEAtvI Pt7CKEfS lN GQNCREi�E 4R MASONE3Y _ SAFEEY(S THE SC}l.E F�ESPO�JSIBlLiTY t�F TFiE C4NTRAC34R � - - � ( � � � RETAtN1NG WALL CC3NNECTALL �� , ( ( � ( '� �"„�„ � .�I WA�LS SHALL BEAR(JN A TREATED 2x BEAAfNG�LC)CE� PRQVIDE 1I2° - I ( COURSES OF TIMBERS W/3/8"Qf x 10" ..�.� � 4 C}BSERVATION V1S17S BY TME S`fRUCTURAL ENGlNEER AR�FOR ( � SPIKES @ 16"{i'NREE MIN PER 7)MBER} j � � """° � � CL�ARANGE AR�UND END C�F W�C}D BEAM PF�C3VID�2>c TREATED BLC'�GE41NG DEl'ERMfNATitJN C}F GENERAL"COMPLlANCE WCfH THE Ct7NS7RUGT[ON � � ( � �,, � ` � ` ' �� � .� , F_ACH SIDE OF BEAM AT BEARWG Dt'�CUMENfS TNIS t7BSERVA`fIC7N VtSIT iS N4T AN INSPEC�T�}N. THE EXSTG.8 CMU WALL I r i y GC?NTRA�TC3R SNALL CONTACT�hiE ENGINEER AT THE APPRQPRIATE TIME TO CUT DOWN FOR S1 � ( I INDICATES(N) L.4x4x1/4 W/112"�x 5° �;�j-�°� ( I I " �.l..t � � � ' 6 BLt7CK1NG WITHIN F(�C}QR JC?1ST SPAGES BENEATH Pt�STS Nt�7EL3 C7N PIAN ��HEDllLE THIS VIStT � • . EG(�ESS S)LL ( � � EPDXY ANCM s {USE SCREENS FOR 4,`�' � � I �../ � , SHALI.BE 4F EQUIVALENT AREA pF THE CQLUMN ASC?UE SINGLE STUR __J E � UNGRtJUTED CELLS) �'� �N)-{��-��a ' , , TR{MMERS DC}NQT REQUIRE A�DITIONAL BLOCKIN�iN THE��CfOR 5 IF NEW CONSTRUCTION ADJt�fNS AN EXISTING STRUCTURE,THE /- -_ - `" � ` - I � ` -� 1.L ` CONTRACTOR SHALL SE RESF'tJNSlBLE FQR VERIFI'1NG DIMENSI�N�, f � _._ _. � ° � I � �'"-• -._ � 7 SOLTS USED IN FRAMING CC7NNEC71QN8 SHALL BE INSi'AtlE[7 V�JI7H _ .f � � - ") � INDICATES EXISTING �' ` EXIaTANG STRIICTURE S�HALL EQNp,R�P4NS�161LITY1C?F T E CONTRACTOR�� " ' _ /j/ /f I-- � .^ �. --I � 1 � 8"CMl1 FNDTN WALL,TYP � , � ��r I I ' I ! � (""`� � - S7ANDARD WASHEFiS AND NUTS , ` ��.�,�1 , � ,-' - f CC7NSULT WITH THE ENGfNEER FC?R SMORING t�ES1GN AND RECOMMENDATIC?NS ^. � _ _._..`! _ �i i_.�.`. �.�_ _. 1 fi� /� I I ( ( �' � � �,�,ti�``� � I � I I I � -°-� �..J 8 REFEFi TC�THE 20121RC TAB�E f�602 3(1)l'�R 20121BC TABLE 2304 91 �OR • (NOT lN Ct?NTRACT) - [" _._...._._.. - --_.� �� _.---_. -.��-/ / � I I = — _ ° -'� � � � � ' IvfiNIMUM FASTEt�ING SCHEDULE A COi'Y QF THIS TABLE GAN BE PRC}VIDED � - ( � _ __,...._. � _ __ _ �� -��W���F _ ( � ( _,_._ _ .____.. � � �'_j'� - � P N RE UE 7 AS STA7ED IN SECTIQN 2304 9.5 OF THE 2a12 IBC SECTSON �-+ - !'�`° ^- -- - - -�. ._._ T- ( � ( ( � � I � ICI� � I - ,�� ✓ f � U a � � 6. WHILE,EVERY EF'FOR7 IS MADE TO FRtJVIDE A COMPLETE AND ACGURATE SET � (� � Tt?F=V1F - � 23Q4.9 5� FASTENERS IN Ct3NTACT WITH PRESERVATNE-?REATED AND Q�GQNSTRUCTIQN pOCUMENTS,ERRdRS OR OMfSS1�N5 MAY t7CCUR I C 1NDICATES EXSTG. � ( ( � � i � � � E � I ��� , � . � FIRE-RE't'ARDANT-TREA1�D WOQD SHALL BE 4F NOT-DIPPED ZINC-Ct?ATED . RELEASE C7�THESE DRAWINGS ANTICIPATE�CONTINUED CQ4PERAT[ON AND � I j CMU FQCINRA�'(QN ( I ( � � � � ( I ( I � � � � I ( I � � f -` `��,,., � GA�.VANIZED STEEL,STAINl�ESS STEEL,SILIGdN BRON�E OR CQFPER I WALL � I I I ` �ASTENINGS FOR WQ(�D FOUNQATIONS SHALL BE AS R�QUIREC}lN AF&PA PWF G�MMUNIGAl7QN SETWEEN THE GCINTRACTOR,AF�CHITECT AND ENGINEER T� � � �� � ( � . I � I � . , - PRC�VIDE THE BEST POSSIBLE STRUCTURE � I � � ( ( ( � I ( I � � . �,� I � ( � ( ! ,,.,.�.,., . � ( ( I lNDICATES EXSTG T�(N}SLAB 4NDICATES EXSTG I I � I (E) - 11 7J8 I-JO ST @ 16 ' � � � I ( °•, try 9 UNLESS NC}TED QTHERWISE,�TEEL Ct�NNECTC3RS SHALL BE USED TO�IC}IN . " . � � CONG Ft'G CMU PA�TY WAtI�{ I � ` RAFTERS�Jt?ISTS AND BEAMS SUCH AS SIMPSQN STRC?NG-liE CQNNEGTORS(�R , I � , ( { ( � I � _ I � I I ( � �_ EQUIVALENT.CONNET4R5 THAT ARE USED IN EXTERIOR APP�ICATiQNS AND IN ( � I � � � �j � � NEth!4"CONGi�ElE SLAS t7N 4"CLEAN GRAVEL BASE I ( 1 I I { { i I � � Ct�NTACT W[TH PRESERVATIVE-TREATED�IVOQD SNALt�HAVE COATING TYPES - _ � � � ON UNDISTURBED GRADE t�R Ct?MPACTED � � I � I ( � � I I I _ I I � � I I ! � ( �I) I "'-"" � AND WEIGHT�IN ACCQRDANCE WITH THE 7REA7ED WC?C}D C�F CQNNECTQR _._. _.._...._ _.,_ _I , =�J I S7RUGTURAL FILL FER S(?ILS ENGINEER REINFC?RCE ( � I � � ____ I 1 ( I � � � � � MANUFACTURERS'E�ECOMMENDATIC3NS aR IN ACCC}RDAN�E TC�IBG SECTICJN ~ _ ��_, _ ( �Lqg W1T[-{6x6-W2.5xW2.5 WELDED WIRE FABRIC INDICATES EDGE OF � I � y I Q.'�� ,��."�Q I WDI�ATES(t�)-(2}-1 �/4 x 91�l.Vk. � I � � ( I ,2304 9 51 _-.- - - - ��� � THR{�UGHOUT PRt?V1flE 1°D�EP SAWN OR T(J�LED NE1N CC3NC SLAB f j I �� � �` �a {(�N EA SID )W/(8}-1l2"t�X " � � 1 � , � I l � Gt7NTR4L J�INTS AT 12`-0"'MAXIMllM SPACiNG FACN ( � � ( j I ( I ( -� ,�-�� 2 I SIM S4N TIT N ND( OUR �SlD� I j I I ! � : ' :'� . 1 0 L A M I N A 7 E Q V E N E E�i L U M B E R(L V L}S H A L L H A V E T H E F Q L L C?W l N G M I N I M U M � � , � � � I ( I ,�' � �,. ` � T�?P I � � � I � - ��oP�����s� . . - ! I w a Y,�n r P � � I i � � ► �� �,.� s� i r� � -c M U 4 t��a r� � I I 1 { _ FLEX�JRAL BENDING STRESS' 2800 PSl _ E ( (.�..,_�� - - -�v �_.,..._ ...._ � �.� .� __ �.r ._... _. - - --. �� _._.._ � _.- � I � ( I ( I ( � �_.. �Nj - �3)-2>c10 —�—.�___�.=-� I � � i + �tQ�U�.us oF�t�s�nc�rr• 2,oQO,000�s� I _ TE�ISIQN PARALLE�.TQ GRA1N. ���o Psi � � _ - ! ! (�____ _ � _ ._ _ ___ ___ _——— — �'=._��.--- ..�.���� � I 1 �-- — ��� "'"'''''"�"' p � I . ` � - CC7MPRESSION PARALI..ELTQ GRA1N� 3000 PSI ( � � I , 1NE3lCATES�XSTG � IND(CATES F.JCSTG -� E f � � - I ( � � ( �j'� ���' 1 C.��� �� � ( � f P R fJ J E C T . U4O�-15 ' ' C C}M P R E S S I O N P A R A�L E L fi Q G R A 1 N• � 7 5 4 P S 1 , I � � �,�`�Q` F M E i N T E M P O R►A R Y '� I I � I j ` � ( P E R P E N D I C U L A R T Q G L U E U N E _ � I I � 1NTERIOR CC?NC INTERIC?R CMU WALL TQ I � I I ( D R A W N B Y : T F A � � - 285 P8i - ' . . { � ( I F-f G R E M A{N, R E F A R C H � � I � ( ( I � ( I I Q O I � f A�C�S S t�P E N l N G I W I ��Q ( I f � I R E V I E W E D B Y : J P� H{�RIZC?NTAL SHFAR� FOLLOW 7HE MANUFACTURER'S RECOMMENDATIQNS REGARDIN�B�C7CK{NG, - � I I � ( ( i � ( I (� ��� �� � I � L71PLE MEMBER CONNECTIONS. � � � ( ' � I I � ( � � � I � I � � � I � I ( � I � k I f D A T E : P E R M l T Q 3.2 3,1 5 ��a e 1 N G A�v D w�e s�n�F��v��s�r v c�n�u I I l I � - � � , . � - ' � � � I � I � � I � � � � ( INDICTESEXTG. I I � ( I I � I I � l � � `- 1� EVISfQN � ;' I � �� I VIF I I � � ` ( � �I�) � INTER�OR CM�WALLTQ I � � . , . , � - � I � � I zo{��s�a� � � f � 1 � �EMa1N, REF �cH c������ wA� 1 l _ - - , � , ► , � I I � I I I -� I � ��` I I � , I I GE�sERAL , � � NQTE•VERIFY ALL DIMENSIC?NS � I I � � � � 1 ( I � �c ° � ' � ' ( � I EL�V,�T ONS 1MTN ARCHITECT � � � + � I � /�j'`INDiC�TES EX$�� � � � I I I ' � � � � � �� C� . I � � I + � � � � � � �" 1 CMU AR1Y-W�� � � � p/� n � /^± , _ � � � AtVDE7CISSINGC4NamONS � � + ( ( � �1�1/�fV1��t,.� � 4 � _ � � i I � PRI�R TC?C�NSTRUCTIQN ! I � I I I I � ! 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