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PER a a w � Tfi'tJ5S, E"A�'N END, - <br /> FLL�QR JOISTS SHEAR {�ALL 5CNl�. 7" MIN EMBED. w i BLOCK1NG PER � � <br /> � ' y�/ 3"x,3'xC}.22�" PLATF y�ASNERS FLC�C�R JCJlS7' `' � <br /> � <br /> w <br /> M F� � 3� D.C. z n. h i ( <br /> P E R P L A P E R P L�N w 8 d C� 4 �J� S N E r�T H I G � �° � <br /> M � � n. �� N L Y�C?O D F�I C E " <br /> � i �� 7`D BLt7CKfNG ` '� � `�. <br /> � SIMPSDtV STtID STRAP CJF TRUSS PER ,` :; � <br /> --�r-' _ 1/ENTED 2,Y �3LOCKING SIr�PSDN A35 S,}�! S C H E Q I I L E \ '�� <br /> o � l D E N A 1 L 1"G� T O P TD�"NAfL T() T{�P P E"R S H E A R�/R L C <br /> ° " r � PLATE 16d C� 1S" Q.�: <br /> . PL�TE 16d t� �6 �G: �� <br /> � � <br /> � SCNEDULE <br /> � (���4 CC1N�: TOP °� '_--1"'1T'"T1T� SI�PSt1l� t#35 P <br /> „ . ..� � �—( ! �—.1 I I� SI,�PSON A35 PER SNEAR�ALL SCN D, .. �, <br /> ,�4��8 �ERT D� � - SHEAR�ALG S�NED. N�L!? D�y�N STRAP f�LQ DO�t ,�TRAP �, c� <br /> f,� <br /> " � .� � .`ti' � PER PLAIV f�ER PLAN ��►L4 p'"; <br /> ,�4Q�� tJ.C. 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ALL H�NGERS SHAL � ' <br /> � p BE FASTENfD 1"Q �t700 �ITH Pf�OPER NAILS t�Ll hfQLES SNALL BE NAILED. MACHINE a. , <br /> �} L7BL STU� c� NOLD-Dt1�ytV 8d's c� 4" 0.� AC�NG ROOF SHEA TNIN� ��l� C.f c..� ! v��� 1 Y V T�J� BOL�S TO BE A-3�7. ANCNQR BOL T5 /NTQ C4tVCRFTE SNALI. BE 5f8" iNCN DIAhlETE � � <br /> NOLD-Df1WlV PER PL,�N PER PLAt� -� <br /> � � L�NGJ�t t1� BL�1�'KING . .��--� , {�ITH 7" 1tVCHES OF EMBODIMENT lNTD CCINCRETE UNLESS 1�OTED �TNER�SE OlV TNE C,� � <br /> ( SNEAR y�ALL PER PLAN. �`ODE.� PLAt�S ALL NAlL5 .SNALL BE Cl��I�UN �IRE tV,t#1CS ALL t�All,S lN Ct�1VT't1CT �fT'N s,.. cv <br /> : <br /> SUBFLR. PER PLAN � � Q�SIGN 1S JN ACCQRD/�NCE �1 Tff 1'NE �095 1NTFRN�TI�JNAL. BUILl�1t�G Ct7DE' PR�,SSURE 1"REA 7'�fl y�ODD SNALL BE GAL.6/ANIZED. NAILlNG SHALL BE lN ACCCIRDAI�(C ''' c�v <br /> � UF'ER FLOC3R ELE� � . . ........ . 1 c,� <br /> �' (t,B.C.} AS Ar�IENDE� BY 7'NE LD�AL BUILDfN� D£'PART�i�ENT. �ITH l.B.C. SCHEDULE. <br /> SI,�PSON 'Hl?' N�LI� D(�{�N. LlY`E LQADS.� <br /> �! 5E� PLAN FG�R S1Z� & R(JOF --_____.�_____25 PSF FLO�R SNEA TNlNG.� <br /> LOCA 7'IC1N JNSTALL PER FLOQR -----_________4() PSF SHFA 7'N�NG' SNAL�. BE 3�4 Jl��'H T'DNGUE & GROf��E, A.P,A. RA TE1? SNEA l'N11y� SPA <br /> t 4 +�FG Sf'E�'t�'lCAT10NS LIECKS ______.�______6Q PSF R,4 TiNG 48f24 y�1TH LC?N� DI,�ENS/Q�V PERPEND/CULAR TQ SUPP�RTS t1NLESS NDTE£� � <br /> �-�Qls�s L������.• o����is� N��c �r�r �od �QMM�N N,��cs ,4 T s iNcK�,� �N e�Nr�� ,�r sc���o��c� �--� C� <br /> FLQ�}R J�11S1' � PER PLAN. 2x B4T, Pf A�' y�rjND _____�.________EXPQSUf?E B; 91� MPN,� 3 SE� GUS7' P,�N E'L E D G E S & 1 2 1 N C N E S O N C E N T E h' A� A T I N T E R M E'a i A�E S U P P Q R T'S l N E F L 4 t� � <br /> S T R A P L S 7 l 3 f� P E R P L�N S U B F L R F E R P L A N S P E�7�R A L R E S P Q N S E A C�E L E R A�O N 5�=�2 2.�6 S N E A T N I N� S N A L L B E �L U F D �4 TH� JOJ S 1� A I V D T H E 7"O N�U E A N D G f?C 1 C?#�E` J Q l l�T S' � <br /> /AL.L NAlL NOLES FILLED ,�H E A R �t#L L � �6 d's �E R B Q T'T Q� TRUS5 S7'RUTS � <br /> F Q U N O t�T I ON S� j�l T H A N A P P R f�1�E D A L 7 N E S l�E. �-- <br /> Y�� 16d COM�CIN NAJLS PER i,PLAt� � PLATE NAILING C�N EXTFND F04]�INGS l�0 F1Rr�{ UNDISTURBfI� SC11L., ASSUMEI? BEARING CAPAGITY OF . �� � <br /> �'f8 � R�17 2X BLDCKIN� SHE,�R�ALL S�`NED. � � 150D PSF ALL EXTER/QR F�t4Tl�V�S ,�HALL EXTEND A �IIN/MUr� OF 1,_6„ RQDF SNEATNING.� �.� I�`''- <br /> BEAM PER PLAN AER PLAN S2 l I BELOw ADJACENT EX7�Eh'lC?R FJNISNEQ �RAI?E. SNEATNIN� SHAL.L Bf 15f32" APA RATFD PLY{��1�� DR 7f16" �1S8 APA RATED �} <br /> ( PONY �ALL SHEAR�ALL rt� MA TCN �� � <br /> {�ALL BELQ{� � � � G'AST-1I�-PLACE` CCINCRETE.• SNEATNlIyG 5PAN R�11'1N� OF 32/16. PANEL END J�INTS SNALL. DCCUR A7` SUPPORTS � �=C <br /> 8�'AM PER PCAN NAIL PLA 1� 1'� BLOG'K F'c = 3,00�1 PSI t� 28 I�t�YS, �F'e = 3,ODl1 P�'1 1S C1SE'D FQR EXPOSURE N�IL P�fNEL �'D�ES WI TH &d NAlL S A T 6" D.C. t�Nl� 12#' 0,C. ,�#T IN�`�RMEDIA 7"E � r'1 � <br /> PER BOTTt1r� PLA?� , � SUPPOR]"S UtVLESS I�OT�1? {?�NER�ISE ON TNE �RA�/NGS ,� J <br /> PURP4SE,S (?NL.Y. �QNCR�TE L1ESIGN 1,� �3ASE'D ON F c = ,2,5t�0 PS! � 28 <br /> IVAILJNG S�NED. ON TRU5S BQT7'�M CH�}RD BLKG. t�4'-0"L?C. BLK� @4'-0"O.C. �� �:� <br /> � SNEAR�ALL TABLE � PSL PER PLAN - SECt1RE KQLI� D��?�V , DA Y'S� �lly1MUM 5--f f,� SACKS QF �'EM�`NT PFR �UBIC Y�4h'D QF CC7NCRETE ,�ALL SHFA 1'N/N�� � <br /> NEX NEAD BCL T J�� �/ � <br /> �' `� �� PSL {�f 1'NREADEI? FLA T A�HER !1V TO AN� � MAXItI�UM QF 6--3f� GALL f�NS l�F �'A TER PER 94� S��K QF CEt�fENT. SNEA TN1N� SHALL BE 1 2 /lVCN dR 7 1� IN�H A.P.A, RA TEI� SNEA TNIN�', SPA� �J_.:_ �--"' <br /> R�D P�R SI�IPS�N � Nt? SP�GlAL 1tVSPECTTC7N REQUlRE1?: AX1 U S1ZEQ A��REGA TE 1S 1-l' 2 `f � �� � <br /> � 5IMPSOrV A35 PSL. M � M .� RA77N� 24,f� PANEL END JQlIyTS SNALL dCC�1R A� SUPPDRTS. NAIL PAIVFL ED�FS �---- <br /> . ,. ,. ..„ .. .... <br /> �� 7'lF L?O�N SCHEI�. CN�N�S M.�XIMUM SLU�P JS 4 IN�NES ALL PHAS�S OF �ORK RETAICVII�� TO 1TN ��d AILS AT 6 I �NES 0 �E TER AtV17 1� 1 CHE'S D CE TER t�r � <br /> L .�� BCQc��N� 6� N N N �l N N N <br /> '� , sN�,����cL ��� Pc��V s��cE� �„_�°_�" � � �...��..�..�..-�..�.-� .�.�-- '� �E coNc�E�� cc�Ns r�uc���N s�Acc c�N�a��f To rNF avrcc��Nc co�F �N��ME�rA T� s�PPOR�s UN�ess No��� o rx�R�is� �N r�E ��A�iNcs � � � <br /> REQUIRE��NTS FOR f�E11VFORCED GQN�RETE. ALL R�'lNFDR�ED S7�EEL QQ�ELS, =:� � <br /> � E��� A C� � l � Tp p p ,{ 1 �-y p S NC.� F-1�LL� L����--.�N;��R �LL l�� P,SL r� <br /> �ALL PERPEND/�ULAR {�lTH 1'Jl S ��l�f���IT �N��I� ���f i�L � R�V� �I������ �� ��v�No� goc Ts �N� o rNF� ��v.s�R rs sr�,�cc �� s�-cc��Fc� f�v �as��c��v P�io� ro cc�Fa—c�s�iN�rE� rr����� ----� �..I <br /> POURfN� CON�RETE. Atd�'Ht?R BOL TS FQR PRESSURE TREA TEQ SILL PCA TES TC? LAMINA�EL? T1r}�lBEf�S SH,4L� BE flQU�LAS-F/RfLAR�N ffILN Df�IED. STRESS �f?ADE �-� � ,�% <br /> SNEAR�ALL PER PLAN SNEAR y�ALL PER PLAN 1Dd t� �" t7�: FC�UNDA 11QN {�ALLS ]`� BE �le" �/A�E7'ER {�1TN 7 /t�CN M/N1MUM EMBEDMENT <br /> d t� 3" a.c. �`��1BlNA]70N �4F-V4 �Fb=2400 PS1, Fv=19D� FOR Slt�1PLE SPANS AND 24F-�8 FQR � � <br /> ,SNEATNIr�� PFR PL.AN FLDOR J�ISTS 5IMPSt�N A35 INT� �`�NCRE7� AND MAXlMUM SPA�/NG OF 4 FEET Ql� �`ENTER. �lt�lr�t1M 2 CANT/LE{�ER ANCJ CDNT1tVUt�US B�'A,�S. A.J, T,C. �ERT/FICATE t�F �QNFQRMAN�E <br /> � �x�2 LED�ER ���2X Sc�L11� B�K� NAIL BLOCKS P�R S�lEARWALC . BOLT5 PER SlL�. PLATE P1ECE, t?NE BOL� 1'4 BE PLAC�D y�IT�1N �2 /NG'KES OF �� C,� <br /> I�JGETNER W� MfiV ���16d NA�LS PER PLAN h'EQUIRED, GL(ILA�S SNALL CC�NFO�M TQ Ar1, T.1/. STANfJ�#RG�S �1T, F�IBRJCA rQR SKALL <br /> {'�} 16d � EA. STUD (3� f�d T�FNAILS SCNE1�. EAGH EN� OF TKE S/LL PLATE. 5U�MIT DErAILS AIV� SP�CIF/CA3`1�1�lS T� THE ENGIN�ER AND BUIL�ING �EPAR7"MEN� � <br /> , PER BLKG. RFINFDRC1�iG ST�EEL: FdR APPRQYAL PRIOR T'Q FABRI�AT/4N. � <br /> SNEAR y�ALL PER PLAN ��}d C� / ALL REtNf�RCING .STEEL SNALL. BE �LA�'ED lN �ONFOR�AtVeE �iTH TNE � <br /> � RAFTER PER PLAN S/MPSOtV A35 j� 4 D,C. 8UlLDlNG Gt�I�E REQUIRE�AENTS FQR fi'EINFDh'CEQ �CINCRETE AN�? THE �fANUAL FLQL?R F'RAMING.• '" �- <br /> � PFh' SHEARy�ALL ' l�F STANDt�RD P1��CTlCE FOR REINFQR�ED CQNCRE�'E COIVSTRUCT1l�N BY �RSI. PRD�/1DE �'ULL DEPTN BLOC�flNG FCJR JQISTS AT T'NE SUPPORrS: FLUSH BEAMS (F8� <br /> SNfA TNING SCNFD. DEFt�RMEI? REINF�RGING STE'EL BARS S�lALL G{�NFORM T� AS'Ti� GRAt?E 4lJ <br /> l PER P1.AN C1BC, �10157"S UNDER AND HEADERS NOT CAtL.ED QN TNE PLANS SHALL BE 2 <br /> ALL RElNFdRC1N� BAR BEN�S SHALL. 8E MADF CDLD {�/TN IN�INIM�i�J f?ADIUS f�F � �ZxB. ALL ►/E�RTICAL <br /> eco�xfnrc ��� JorsT sHF���,�cc. rv,�rc �y/ ° �AMrn����� a��Ms �Nc� �E��F�s �� sP���� r��FrNE� �rrN �sa N.�tcs ,�� � �Nc��s <br /> ('2,� 2X6 TOP PCATE E3AYS C� 32" C�� 16d C� 6" a,c. STA�GERED 6 B�#R LJl�lr#�ET�RS �1'-7" �ll�/lt�Ut�). �t�h'1VEt? BARS �2,_�1" BENQ� SNALL BF Q1V �EIUT�R. <br /> d � 3" o,c. FLOCIR JOfSTS , PRQ►�I1��D Ft3R ALL Kt�RIZQNTAL FEINFORCft�fElY1: LAP ALL BARS A �1NlM�1M <br /> � 5HE'ATN1N� 1`f1 PER PLAN SKEAR yy,4LL PER PLAN. QF 48 BAR DIAI�ETERS UNLESS NOTEp �THER¢�1SE. UNLF�S 0�`HERy�1S�' NC�TEL? <br /> BLI�C�'lNG. _ ; BE�ARl1�G Y�AL,L FR�4r�flNG.� <br /> BEAIvf SNEAR �ALL PER PtAN� ON THE 1?RtSWfN�S REIlVFQRCING S7`E`EL SNALL N,4 yE TK� �QLLt��IiV� M1N/MUM ALC I�OQRS ANfl �1NDQ� HEADfRS NC?� CALLED OUT J�/ ll�F PLAIVS SHALC 8E <br /> PER PLAN � � CQ�ER.� <br /> ; , �� ('2)�x�0 t7C�tJ�L,�S-F1t�/LAh'�N #2 y�117�f ON� CRIPPLE AI�D QNE STUI� fACH END Ft�R <br /> , ►�ENTED BL.00KlN� PR TR. SILL PLATE PR, l'R. S1LC PLATE �j �1P�NtN�S 4 FEET OR LESS AND T�D �'R1PPI.ES A1VD ONE SlUf1 FDR DPENIN�S �4RE <br /> � � #�/` 5f�„ DIA, A.B, PER ANCHOR 84L 1'S PER �,�.g� CDNCRE7'F CAST AGAlN�T EARTH.�.................:........................3 /N�N�S <br /> � SHEttR{�ALL SCHEL�. SHEAR yyALL SGMEDULE �'' �� CQNCRETE EXPDSE'D TD EARTH OR WEA7'NER.• TNAIV � FEET �lDE ALL �t?L.UM1yS NOT' �ALLED OUT' Q�V TNf PLAIy� SNALL BE (2� <br /> , �; ; �.•�,�'�"�s�� � � STUDS SP1KE CAh11NA7'E� CQLtJ�NS TOGETN�R {�1TN 16d 1VtflLS AT 12 INCNES �11V <br /> SNEET 3. �,. � #6' 17�ROUGN ,��8 BARS.........,,,........,. ,.�....,...,...�.....................2 C1y�NES CENT�`R. PRO�/1dE T��O LAYER Q� ASPN�LT l�PREGNA7�L7 BC11LL7/NG PAPER �#T <br /> � � d � �` , ... .... ... ... ... ...... ...... ..... ................1-1� IN�NES <br /> �5 BAR ANI� SMAI.LER .,. COIV IA�T StIRFAeES B�T�EEN �QC1l� AND CC�N�RETE, {�ALLS SHALL H�yE A SINGLE �,.,, <br /> --t � �. ' ; ( --- � CDNG'RETE 1VOT EXPOSEQ TO E,�RTN 4R �F�11�NER�F <br /> �' � �--1 . ._ . � d.. - j- f - --- '��. -- 4 . . '• ' a . t i 1��� � <br /> A35 PER — - � �� � � i--- � z � {._._ <br /> � .-I I �� � �=1 I -. � � C (= � -E , I_� �- -�j I- s �j i .; �. � . -_1 I i---' � i—i � � f T0� P A�1L� A DOUBL� TOP PLA T'E. END NAIL Tt1P PLA�ES AtVQ BDT7'OM � �-- <br /> �_ ..�. . Q _, � �., ,�� : . . .. ,� . � ,�14 AND ,�98 BA!?5......................................�r..,.,.,..,......,.,..,.,....fi-�� !lVCHES .._I <br /> . . �+.� <br /> BOT LA 1'E <br /> � SHEAR I�,4LL � ' � . � �� � � �C?NT. Ct�N� FTG, � �°� .. �. � � CDNT, C'l�N� FT� �# �� .�,,�� �a�'�s� ��1 8t�h' Aty� SM.�CL�'R�............................................................3/4 ltVCH �1TH d NAILS FACE hfAlL DOUBLE TOP PLATE �I1�H l�d Q <br /> S�NDUGE . PLA T�S 7"Q EACN STUD 2-�6 <br /> ° � SEE 1'LAN F�R RElNF. � , ���° r � •� <br /> � '� � t�A1LS A T 16 IN�HES C?N CEN�ER STA��ER�D. LAP AND FA�E NA1L PLA T'ES {�1 TN "�C C`� <br /> � � . . . . � ��� �,. � SL�fB �1N GR�DE �R(�M THE SURFA�E...................:... .. .. . 1-l� fNCNES � <br /> . . ; .�. ' , SEE PLAN Fc�R £2ElNF, � � � � � "�`-�s���t�� � � .. . . . 2-16d t�AILS AT EA�N SPL1�E, �C?RNER lN1�ERSE�TICIN STA�GER SPL1�'ES A �11N1t�UM �"'""' <br /> � SCALE: 1"=1'--{?" SEE LA � S��` PLAN _ � UF 48 IIV�HFS & N�1L �/f �4� 16d EAGN S1�E QF SPLlCF FAGE N�IL BOTTOM PIATE � r- <br /> �� �ELDE1� �`IRE FA8R1� � <br /> � �{��" SHALL CQIVFORM T4 ASTr�A A-18� y�ELD�a �IR�" FABRIG SNA�l. BE �.APf'EI� 1�1 TH 2-16d NAILS A l� ��i" 0.C. C1R PER SHEAR {�AGL SGHEDULE. .� <br /> � ,{ ,{ J �+ t?N� CROSSy�lRE PL 1JS 2 INCNES (%e. 8" FtJR 6x�' M�SN). t C1�A T�' �y�F 1--�2'r ..-1 C� <br /> � '� SH���1 T��I�J�F�F� � �FFpS�T .5���R ���LL J� �� •�H�t`t I�1����;�.�. T�� �I�ti ��L SP��E FR���ll�� � � J�NL��R���L.L TC� C{�t� ��G J'�P�t�� F���II�� � FR(�M TNF T'QP OF CQNCRETE FOR SLAB C�N GRADE, �{�F SNALL BE CNAIR€"I� IN PRF-I�ANUFA�TURED FC,dOR Jt�iS 7'5{ GC . . <br /> �� JOISTS SHA1.L BE MA/VUFA�TURED !IV A PLAN� APPRD�ED F�h� FABRICArtQ1V 8Y INE {� <br /> � LU <br /> PC�SJTION G�J7�H M�#X1rI�UM CHAlR SPACIIVG 4F 4 FE��: BUILl1llyG DEPART14�ENT A1VC1 UNI�ER TNE St1PER�fSl4N DF AN APPRCI�ED TNIRD P,�RT'Y �,] <br /> .:�'I��AR�ALL S�l-�EDU��, srRc��ruR,�c srE�c,• f�vs��e�ro� Ac��v�r �A��t Jotn�r s�r�c� �� ���nt��FrF� eY ,� sr��� �iv���A rr�vc �E �.— �.�." <br /> ��LL�C��I� .S�NEDCILE �7��EL SHttLL BE DE�'AILED, FABRICATFD AND ERECT�`f3 IlV ACGORDANCE �y17'N JOlS1� TYPE, �'A8C7 l�ER RFP(�R( NUMBER, MANU�A�'TURERS N�MF, PLt�NI' Nt1�ABER G� '� <br /> TNE ,4,f.S G SPEClF1£'ATIQ� FOR TN� DESfGN, F,48R1CA�1�N ��VD EFECTIOIV C�F` N �R���F�`.�l��P�� 1� T ER: ....� � <br /> EDGE N�IGItV� S I L [. BOT'TQ�I Rfi�ARKS STRUGTURAL ST�EL BCIIL�!l�GS �9Th` �17/T1C�tV�. S�R(1CTURAL ST'EEL SNAPES <br /> l�Jd � 4" �.�: ���'� Al��yy MATERIAI aIOC,KIrV� PGATE PLATE fAS�eN��s M►N. �Ms��1��N� o���s {fc=2�oaPs�} SKALL GONFpR�f 7��1 AS1�M DESI�N�T�ON A--36 t1NL�"SS NQTED C�7�H�R 1SE PREFABRICATECI PLYy�DQI� �E8 JC�JSTS SNALL BF DESIG�/Ef� BY TNE r�ANU�A�TURER <br /> �p�p RE�JD �-p�E FIELD �1NGN�RS NAILING FOR THREADE[� �flDS � F�R THE' SPAN.� ANl1 ��ND11�1�1NS SNOWN �N TNE PLANS ANQ SNALL BE �'UR8ISNED <br /> i SQUARE AND REGTt�1y�ULAR ST'Rl1�TURAL STEEL TUB�N� SHALI. �4NFORM TD (y <br /> �l01ST PER PLAN V�� C�1��(p.C��ftFA' C�C�T [� �yIV P(IURED �y/ ASTi� DESI�NATlDIV ,�5Ctt� GRADE B. S�"E'E�. 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St7S � x 2 ASHER FOR SSTS ASTI� DESI�NA 17QN A53, T'YPE E C1R St �RAL7E 8 (Fy -- 46kC1�11� PS��. y�ELD1N� FURNlSNED BY TNE MANUFACT'tIRER. �`C1BM11`�SHOf' DRA.{�llVGS AND DES1�N <br /> �NALL BE lN A�eQRDAN�E �fTN T�H�` STRU�TURAL �ELDING G�1DE L.t1��: ALL <br />, ; fL�C1R 215 PlF 3/4"��` ND �0d �1l1 14d �f�" - - �1Nlr�tl� S`TANQARD 1 SCRE��D 8" STE3� S�AB (�} 8" STE�i S�AB (�) CACGULA J7C�tVS BE�J�?1lVG T��l� ST'1�r�{P OF A l.ICENSED EN�INEEI� TQ TN� �#RCNI TEC7� <br />� �NAI1 (,�} }�A�.� (�} �ELDING SNALL 8E CER�lFIEt� BY y�ELDERS �y�A,B.C� OR EQ(1t#L� 11S1NG E6D DR PRIOR T� FABRI�ATlQ1�. DES1�1V SNQ�N QN TNE �'LANS 1S BASELJ �1V J01ST'S AS <br />�' � S�y f 26�P1F 1,�2�CDX OR 1f2"t�,SB YES 8d ��» 8d�12" ff2"�8" ;Fd� 1�" MItV1i1-lUM STANDARD E7D ELECTRQI�ES SHOP �R�f WI�GS OF ��.L S�RU�TIJRAL SrE�'L �yQRK SHACL r�lANUFACI�UREl7 BY TNE TRU5S--JO1S1'S Ct7RP�f2ATl�JN ALL HAN�'ERS AND �THE <br /> , � 8F 5UBMITTE`D �� THE ENGItVEER FOR APPR��/AL PRIt�R 1�4 FABRI�'AT(C1N ALL NARDy�ARE SNALL BE �OMPATIBLE �ITH TN�' �IQ1SfS PRl��IIIED, � <br /> i S�� 38�P1F 1f��PIY�y� YES Sd �4" 8d �f.2� 6f8"�,24N 1�d� ��" A35 c� .24� STEEL MEMBFRS SN�#LL BE Gf�EN ONE SNOP C�AT OF APPR��ED PRI�ER. `,�,�4 � <br /> , �a STHD10 ���E N�NE N(�N� ��NE NO�� N0�# N�NE E�ONE SURFACES TQ B�' Er�JBEDDED C!� Cflt��'�'ETE, FIREPR�OFEI� OR FIELD }�EL11EI� ARE-MAt�UF,4CTURED ROQF 1'RUSSES• C��'1CT1�'n�5 <br /> � �N�H4R B4LTS Ff1R f[?UNDATIt�N C�NLY. 3" SQ }��1SNERS, �AL�/ANA2ED, �82 .�f'ARALLfL PAFfJDJS7' SHALL NQT BE PR1ME1?. ALL BOLTS SKALL BE A325 IINLESS NOTED 01'NE'}?j�ISE, ��USSES SNALL BE' PLA r <br /> ; Kf1EF, FOR HF� MEMBERS ,�X M��NB�'RS �'�}fi' SHEt�R {�ALLS > 390 ,�/FT' 7`(� TQP PLAlE � S�Fl��10 R� N��� �ONE 1��1�E N�NE NoNE N�1�� N��E N�NE ALL AN�HDR Bl�l]'S SHALL �E ASTM A�3D7. N FABRI�ATED OF DdU�L�S-F�RfLARCK OR K�i�F1R, TRUSS <br /> �} MANUFA�TURFR SNALL SUB�f1T SKC?P DRA�INGS �ND C�C.CULA7�l�NS STAMPED, SIG�lE � ��f��I"�� <br /> BLQCKf�1G PER ST'RUCTURAL T'lf�BEh'S• t�ND t?AT�'D BY A ��4SNIlyGT�}N STA7`E LtCENSFI? STRUG'1'�1RAL EN�INEEh? ALL �RUSS <br /> l�fF� � 48" 0.C SIMPS�IN A35 PER .S�'I Et�R ���I LL N�TES AL.L. �RADES SHALL �ONFQh'M TO y�y�PA �RADlN� RUL�'S FOR �?�'STE1�N L UMB�'R, <br /> � SHE'AR{�A�.L SCN�`�ULE. 1. lN ADDITIQN TO Nt HURRI�ANE T1E A�" EACH RAFTERfTRUSS UI�LESS Na�`�D OT'H�R{�1SE DN �. HD's SHA�� BE SECURED SI}�Ps01� REC� E DED FASTE E�S TQ A i I �3 c�� 2-2x PLATES AND CQNIVECTORS .�NALL 8E I.�EQ. APPRQ�E1? l�FR1FY ME�NAN1�',4L U1V1� <br /> WI M!� N N �fNM M LATEST �'1�1TlQN. PR4�117E CU7" �,4SHERS UNI?�`R AL�. NUTS AND B4LTS 8E'ARlNG LOAL?S AND Lt�CATIQNS y�1TH SUPPLI�R AND f'l1RNlSH ADDITIQNAL Tf�USSES A,S <br /> j PLANS. VERT�CA� MEMBERS NAI�.ED �/ 1sd c� 6" t�.C. STAGGERED, t�GA1NST {�OOD. ALL �Q4D tN CONTACI' �1TH �C�NCRET� Sh�ALI. BE PR�SStJRE _ <br /> SNEAh' #�ALL PER PLAN � USE DOUBLE STUQS A7` ALL {�ALL AND y�ALLS THAT EXCEED �0'-Q" 2. EP�XY A�l�ESIVES REQt11RE SPEGIA� INSPEC110i� AND ARE Tt} BE APP�.IED IN STRiCT ACCOR�R�CE TREATED PER F�RESER4�A77�E TREAT��fNT NdTE. ALL STRU�TURAI. LUMBER RE�UIRED, SUBM17' T'�USS SHOP Df?A�IN�S TCJ THE �N�INEER D� RECCIRD FpR ;4F�IE <br />� : 3. ALL NAI�JNG SHAL�. NA�F A �1NI�U� �F �„ EL7GE DlS7'ANCE wj SIMPSo� RE�aMMEN�Al10NS. SN�#.L BF NOTEQ BELI��! AND t�PPRCI�AL Ph'1C�R TC� FABRICAT/DN. <br /> i ` 4. Sh'EATNIN� fASTENERS SNAL.L BE DRl�`EN FL.USN &UT SNALL N�T FRA�TURE TN� 5URFACE (?F <br /> 3. ANCN�RS AT STEM �NAI.� �.00ATIO#�S SFlALI. HAVE A �1NIMUM EDGE DISTANCE OF 1�" AN[7 EN� SPE�IAL �O1VD17�1t1NS' <br />; DiSTANCE �F 5n. THE �(7NTRACT'�1R SHALL �ER1FY ALL D1�ENSIQNS AND �'DNlJ1T10NS fIV THE FJ�LD, A1.L <br /> TNE SNEA Tf11NG Zx FLOQR & Rt#F. JST�S NEl�1 FlR #2......,�...........F�6 = 8�U PSl <br />� 4. �EPTH UF S�AB UR F�OTII�G AT ANCNOR ��GATIONS SHA�� 8E A f�I�I�UM 0� 1.5 TIMES THE DlSCREP�SIVCIES ,�NALC �'� REPORTED TC? THE AR�NIT�CT' UR EN�INEER THE <br /> 5. SNEATNING PAIVEL5 A1� �'HEAR J�tiLL MAY BE LAIL? �1�"N �`A��' �RAIN PARALLEL 4f? ANCNUR QEPTN. 4x BEtt�S DOUG-FJR/LAR�'N #2..,.Fb = �9t7a PSI Gt�NrRA�'7'OR SHALL PR�C�JDF ADEQUAT� SHQRIN� AS REQU1REa UN�II. PER�ANEI�T <br /> PEh�PENDI�UCAR 6x BEAMS IOU�-F/R,�LARG'H ��,...Fb = 135D PS1 CONNE�TIONS AND STJFFEI�ERS N,4�E BEEN INSTAI.LE'D, TNE �'l��V lRACT��R SNA1.L <br />' S�AI.E,• 1"-1'-�J" 6. FLQOR DJAPNR�GM l�C� BE M1N �„G-D OR C-C PLY���1D H�LD-DO�N �`Tf,'APS F�R FLODR 7"0 FL�OR 4� �OLUMNS D4UG-F!R/LA�'CN �1...,.�b = �4Q0 P�'/ �ERIFY SIZE r�l�D L(7CAl�lOIVS t?F ALL �PEN1tV�S 1N TNE FLQQR, RC�4F, AND w�ILLS <br />� p p � FL.(Jt7R S�JEATHIIV� PAN�LS SNALL 8E LA1D �ITN FACE GRAlN PERP�NDI�ULAR TD StlPf�ROTS t�x ��1.Cl�JNS DI�U�-F1RfLAl��N ,�1.,,..Fb = ��00 PSf ¢jf1TH A�.L THE APPf�C�PRlATE �RA�INGS TNE �'4JVTRA�7�OR SNALL CQC1f�fl1NATE }�11'f� <br /> � �.,� �L�Ql� TD SN��� ���LL"°"c,f1J T�. ��t"T�LLE,� AND CONnNUDUS DYER .� SPAIVS r�1N/MUM ! r, SYM�G�L t�10D�L No. FA5TNEf�7S END LE'IV�TN 2X NEt� Flf? S7'tJDS Fb = 675 PSt 7'1�E BU1GO/IVG QEPART�IFNT FC�R ALL 8U/LC?1N� DEPARTi�'EN� REQUIREL? INSPECTI4NS <br />� � , 8. FOR R�I�F ANQ FLCIOR SNE�4 TIN� STAG�E'f� PANEL Jt�INTS ElVDS 2-� �IIV�Mt1l� DQ IVOT S�ALE TNE 1JRA�NGS. �NE CETAILS .SHO{��Y ARF rYF'I�AL �ND SffALL BE <br /> �j �� MST736 �58) 1Fd 25" U.�ED F�R L.JKF OR SIr�ILAR G'�NDIT'1DNS NOT SHC�6�N. <br /> � _ 1�IE PLATE �ASHER SNALL EXTENIJ WITNIN 1�'.2 OF TNE EDG�` OF THE BQT'T�M PLt�TE tJN THE SINKERS <br /> SIDE {yl1�f 5HEATNlNG FC1R SNEAR CAPA�ITY GREA1'ER TNAN ��JOPLF FOf� �1N� OR SE1S�{C <br /> � <br />