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6ENERAI_ STRUGTURAL. NOT�S (The follow�ng apply unle5s shvwn otherwl5e on the pla�)
<br /> GRIT�RIA ,
<br /> SP�GI�I�G-ATION�'� AI�S�RKMANSHIfl,D�16N,AND GONSTRUGTION SHAI..I. GOI�ORM TO THE DRAWIN65, 15. DEfiAILIN6 0� R�II�ORC.IN6 ST�L (INGLUDIIJ6 HOOKS AND BENDS) SHALL BE IN AGGORDAh�E WITFf AGI 315�iq 28. MAI�JFP�G"fIJREU LUMBER,PSL,Lill..., �ND L5L SHOWN ON �'LAN ARE B�D �'RODUGTS MAI�(UFAGTURED BY THE G. NOTGHES AND HOL�S IN MANl1FAGTUR�D UIMB�R AND P1�EFABRIGAT�D PLYWDOD Y�B J015T5 SHftLL B� f�R WAI / GC�RNYinc. '
<br /> , NTB�NATIONAI.. BUILDIN6 GODE (2015 EDITIOI�U. AND 318 14. LAP J�L1. C.OTtTI1�J0U5 R�IN�ORGENt�NT#5 AND 5MA1.L�R�O BAR DIAMI�T�RS OR 2'-0" MINIM'UM. PRCIYID� W�`f�RtfA�R GORf'ORATION IN AGGORI7ANG� W1TH IGG-� R�fi'ORT E5R-1381. Nf�MBERS SHAI.I.. HAVE THE �OLLOWIN6 TtfE M,ANU�tEGT11�R5 R�G�MMENDaTI0N5 U��L�S OTH�RWIS� I�IOTED.
<br /> 289i5 3rd AVE. N. E. �
<br /> GORI�R$AR5 AT,ALL WALL ANp �OQT(N6 INT�RS�GTIONS. 1Ai' C.ORN�:�iZ BARS � AND SMALL�R 40 $AR DIr�M�T�R,S MINIMUM PROP�RTI�: S T A N Vd 0 0 D, W A 9 8 2 9 2
<br /> 2. DE�16N LOADIN6 GRIT�RIA: OR 2'-0' MININNM. lAt� 0� 1��4R6�R BARS�FI}�LL � MADE IN AGGORRANGE WITN AGI 318-14,GLASS S. Lf{P 36. WOOD �MIhl6 NOTES--THE �OLLOWIN6 Af't-'LY U��55 O7H�RWISE SNOY�O�!ON TF� PLA�NS: ( 3 8 0 ) 8 2 9 - 0 5 0 9 PH �
<br /> iZ�51D�NTiAL - Ot� AND TWO-�AMILY Dt�1LiNG5 AD,�AGENT MATS OF Y�L.D�D WIR� �ABRIG A MININ�IM 0� 8u AT 51DE5 AND �NDS. f�L (2.0�) Fb = 2Q00 i�i, � = 2000 K51, Fv = 2Q0 P51 ( 3 & 0 } 6 2 9 - 0 5 0 9 FX �
<br /> ��.00R �il(� 1�OP�D . . . . . . . . . . . . . . . . . . . . . . . . 40 P5F LVL. (2.C?Ea fi�b = 2600 P51, - , A. 1�L.1. WOOD �RAMING D�TAILS KOT SHOWN OTHERWIa� SF�i..L � GOIJSTRUGT�D TO THE MINII�IM STftNDARDS OF
<br /> � � - �000 K5 1 �v = 28� P51 w w w.v�a i g arrr y.c a m
<br /> N O B A R S i'A R T I A�..1.Y E N�D L�D I N H A R D�h t E D G O N G R E'f�S H A L L B� �I�L D �E N T I�J L E S S S P�G I�I G/�l.l.Y 5 0 � (1 5�) F b = 2 3 2 5 P 5 1, E = 1 5 5 0 K 5 1, fi v = 3 1 0 fl 5 1 Tfi� INT�WJl�►TIONAL�UII.DIN6 GOU�,THE AITG "TINBER GONS'TW)GTION MANUAL' ANQ TF� AF�PR "NATIONAL DE51GN
<br /> R00� LIYE LOflC1 . . . . . . . . . . . . . . . . . . . . . . . . . 25 f'SF D�fA{L�D OR AP�OV�D BY TH� STRUGTURAI. �II�R. SP�GI�IGATION �OR WOOD GONSTRUGTION°. MINIh�1 NAICIN6, UfJl.E55 OTH�RWIS� NOT�D, S�fAl.l. GON�ORM TO IBG
<br /> MISG�LLAI�OUS LOADS ,q(,.T�R�Ip�,-f� M/�1�,+�GT(�p UJ��IBER MIANUFAGTt1R�i�S MAY BE USED SIJBJEGT TO REYIEW AND API�/AL BY TABI� 2304.10.1. COORDINATE THE 51ZE AND LOGATt�N OF AL� OPENII�G5 WITH M�GNANIGAL AND A�RGHIT�GTUR�I..
<br /> D�GKS . . . . . . . . . . . . . . . . . . . . . . . . I.� x AR�R 5�0 I6. GOIVGR�T� PROT�GTIOM(GOYER) �OR R�IN�ORGING STEEL SFIALL� A5 �OLLOWS: THE DE51G-fiIER A�ND STRUGIURAL �Ti61NEER. AL.TERI+IATE MAt�l1FAG1URER'S PROUl1GT5 5W4Ll. B� GOMPATIBI.� WITfi T}iE DRAWIN65. ,
<br /> DEFLEGTION GRIT�RIA
<br /> JOIST HA1�R5 A�ND OTHER HAi�DWAfZE SPEGI�IED ON PLANS, OR ALTEI�NATE HAh���5 AND Ff�RDWAR� SHALL ''�
<br /> LIl/E LO/�D D�LEGTION . . . . . . . . . . . . . . . . . . . . . L13b0 �ODTIN65 AND DTH�R Ui�[FORM�D SURFAG�S Gf�ST A6RINST AND P�RMANENTLY �J(P05ED �UBMITT�D �OR R�VIEW ANC� APPROVAL. �BSTITUTED ITEMS 5H/�1.L HAV� IGG-�a f2EP�RT APPROYflL i=0i2 EQU1�L OR B. WALI.. �MIN6: R�R ARGf�11�GTURAI.. DRAWtN65 �OR TH� SIZ.�0� AI.L WAU..S. AI.L 5TUD5 SHAU. B� SPAG�D .
<br /> TOTAL LOAD D�fL�GTION . . . . . . . . . . . . . . . . . . . . . l..1240 TO �ARTN . . . . . , . . , . , . . ° AT Ib" O.G. UNO. TWO 5TUD5 MINI►�JM SHAI�.. B� i�DYIDED AT TF� �ND t� Al_l.. WAL..LS AND AT EAGH 51DE OF ALL �
<br /> . . . . . . . . . . . . . . . . . . 3 6�RF�lTER LOAD Gl�PAGITI�S. OP�NI1�5,AND AT BEAM OR HEAD�R B�ARING LOGATIONS. TWO 2x8 N�AD�RS SHALL S� PROYIDED OV�R ALL .
<br /> �N�/IR.ONM�NTAL LOADS �ORM�D SUR�AG�S�XP05ED TO EART}4 OR Y�EATI-�ER(#b BARS OR LARGEW . . . . 2"
<br /> 51�W . . . . . . . . . . . �e=1.0, 15=1.0,Gt=LI, Pg=25 i�,Pf=20 P� �p��p �����p�D 70 �ARTH OR Y�ATH�R(� BARS OR 5MA11C-i�. . I-I/2" MAi�AGTUR�D LUNIt3�R PRODUGTS SHAI.L � INSTALLED WITfi A M015TUR� GONT�NT 0� 12� OR l.E�. TH� OP�NiI�fi 1�tOT OTN�RWIS� NOT�D. 50LID BLOGKIN6�OR I�OD GOLl1MN5 5H�4LL B��ROVlD�D TI�F:OU6H�LOORS TO �
<br /> WIND . . . . . . . 6Gp1=0.18, IIO MPH,RISK GA7EGORY II,�XPC)SURE °B" GpLUMN TI�� OR�'IRA1.5 f�ND B�AM STIRRl1Pa . . . . . . . . . . . . . I-V2" GONTRAG70R S�+ALL MAKE PR�IVISIONS DURIN6 GONSTRUGTIDN TD PR�VENT Ti�IE MOISTURE GONTENT OF INSTALLFD �'�� �1-OW. PROVID� GONTIt�10US SOLID B1.OGKING AT MID-1�16ffT OF ALL STUD WAL1.5 OYER IO'-0° IN H�I6HT. -
<br /> �ARTHQUAK� . ANALY515 PROG�Dl1R�: �QUIYAL�NT LAT�RAL �ORiG� I'ROG�DIlR� 5� AND WALLS(INT.�AGEJ. . . fiR�ATER f1F BAR DI�TER f'LU5 I/8" OR 3/4" B�AMS�ROM EXGEEDING 12:�. �XG�5511(� D�L�GTIONS MAY OGGI� I� M015TUR� GOKT�NT �1CG� TNIS YALU�.
<br /> LAT�RAL SYST�M: LI6HT�RAM�D SH�AR WAL.L.S,V5 = I KIPS ALL WALLS SHALL }�1�4V� A 51N6L� BOTTOM i'I..ATE AND A DOUB� TOP PLATE. �iJD NAIL TOP PLAT�TO �F�
<br /> 51T� GLA55=D,55-150,5d�=I,Q,51--Q.aO,5DI=0.�0, I-(. �p(�(��� �p,y� {�INFORGIN6--1�OYID� THE FOI.LOWIP� UNL�55 D�TAIL.�D OTH��RWISE: STUD WITN T�40 Ibd NAILS, AND TDENAIL OR END NAIL FJ�GH 51UD TO BOT70M i'LAT� WITH TWO Ibd NAILS. �RGE 1J/�IL
<br /> Gs=0.13 5DG D, Ie=1.0, R=6.� OTH
<br /> 2�. PLYY�OOD Sti�ATHING SFfALL B� GRADE G-D, �XT�RIOR GL.U� OR STRUGIURAL II,�XTERIOR GLU� IK DOUB1.� TOP i'LAT� WITH Ibd � 12'" O.G. AND LAP MINIMUM 4'-O' AT.�INTS AND PROYID� �16HT Ibd NAI1S � 4° 4.G.
<br /> 3. STRUGTURAL DRAWIN65 SHALL B� US�D lN GON.XJNGTION WITH ARGfiIT�GTURAL DRAWII��OR BIDDIN6 AND b� WAU-5 #4 8 Ib ��ORIZ. #4 � [8 V�RTIGAL I GURTAIN GOt�t7RMAKG� WITH DOG P5 ( OR P5 2. ORI�NTED 5Tf�4ND SOARD D� �QUIVAL�NT THIGKNC-55, �XP05UR� RATIN6 AND �AGt� 51DE JQINT.
<br /> GOI�TRUGTIDN. ARGHII�GTURPd_DRAWIN6� ARE THE PRIME GONIRAGT DRAWIN65. ANY DISC.R�PAKGIES�OUND A�MONG 8u �"� �� 12 HORIZ. #4� 18 VERTIGAL I U�TAIN i'AN�L IND�X MAY B� US�D IK LI�10� t'LYWOOD. � 5-Np y,lALLS SHAL� }{qV� T�IR LOWBZ WODD I'L.1�T�5 ATfA�H�D TO V�OQD �RAMIN� BELOW WITH TWQ
<br /> Ti�{E DRAWIN65, THE SP�GIFIGATION, T�t�ZE 6FNERAL NOT�S AIVD 'T'H� SIT� CANDITIONS SHf�L.1. BE REF'ORTED TO TH� 18. GAST-IN-PI�GE GONGRETE: 5� ARGHIT�GTURAL URAWIhl65 fiOR EXAGT LOGaTI0N5 AND DI�IONS OF DOOR RD4� SN�AT1-IIPl6 SHAL.L B� 1/2" (NOMINAL) WITH �fi'AN RATli+ifi 32/Ib. ROWS OF 16d Nf�ILS � 12" ON-G�NT�R,OR ATT/�Gf�ED TO GO►�iZE�E BELOW WIT�+ 5i8" DIAM�TER ANGHOR BOLTS � 4'-0" Z .
<br /> D�516NER, WHO SHaLL G4Rt�GT SUGFf DISGR�Pf�NGY IN WRITIN6. AM( WORK DOI� BY Tfi� 6ENERAL GONTRAGTOR ON--G�NT�R �MB�DDED l" MINII�IM, U�� INDIGAT�D OTH�RWI�. INDIYIDUAL N�MMB��RS 0� BUILT-UP P05T5 SHAL.1� B� 4 .
<br /> AFf�R DISGOVERY 0� SUGH DISG�PANGY SHA�I. BE DOI� RT Tfi� 6�I�RAL GOhCTRAGTOR'S RISK. A�ND WINDOW OFENINC-� IN AU. GOh�RETE WALLS. 5� Nt�GHANIGAL DRA�WING��OR �IZ� AND 1..OGATI0�10� „ NAIL�D TO �AGH OTH�R WI1N TWO ROWS D� 16d �12° ON-G�T(T�R. U1�.F55 G�THERWIS�NOT�D, 6YP511M WALLBOARI� m .
<br /> MI5��I.LAPI�OUS MEGHANIG�(._ OPE�lIN6S T�IROUGH GO1dGGR�TE WAL.LS. 5� ARGHITEGn1RA1. PRAWIN65 �OR ALL �LOOR SH�THINC SHALL B� 3/4 (NOMINAI..� WITtf Si'AN �ZATIN6 48/24. D
<br /> 6ROOV� KOTGNES GHAMFERS �fATUR� STRIPS,GO�OR, TFXTUR�,AND OTHER FINISFf D�TAIlS AT A�.L EXPCI�ED �IAI..L BE �A5TE1�1? TO TI� INTERIOR �AG� OF ALL 5TUD5 AND P1JJ�T�S WIT�i 1�(0. 6 X I-114" TYP� 5 OR�t SGR� W -
<br /> 4. PRIMARY STRUGTURAL ��5 NOT DIM�N5101�D ON TH� STtZUGTURAL P1.ANS AND D�TAIlS SHALL B� GOI�R�T� SUR�/��,�OTH GAST IN-i'LAG� AND PR�GAST. WALL �ATHIN6 SFtALL BE I/2° (NOMINAI.J WITH SPAN R�TIN6 24I0. � 8" ON-G�NT�R. UN1.�5S INDIGAT�D OTt�RWIa�, (/2" (NOMINAIaAPA� RAT�D SH�ATHIN6(SPAN RATIh� �4/0) 5Ff�4LL B� �
<br /> Lo�A� BY r+� ARGHIT�GTUR�L �LANS ANu �TAILS. Y�RTICAL DIM�N51oK GON�RoL I5 i�FI1�D BY h� NAIL�D ro AI..L �IOR�1RFAG�S WI�+ Sd NAILS � 6" ON-G�NT� AT i'AN�L �DC�S AND TOP AND BOTTOM PLAT�
<br /> ARGHITEGTURAL WALL SEGfifONS,BUILDING S�GTICIN,AND PLfWS. D�TAILIN6 AND SHOP DRA�WIN6 i'RODUGTI01�1�OR IQ. ��y-�� �,�-��� � �x15NED BY AN APPRQVED MAt�1FAG71JR�R AND SHALL � MIX�D AND PL�GED PR01(IP� APPRCTI�D PLYWOOD �DG� GLIPS G�I�1�R�D B�TWE�N J015T5rf��,�5� AT UNBLOGK�D ROOF (�1-fKK UN-SUPI'ORTED ED6E5)AND TO A�1.. IK7�RN�DIATE STUDS ANI) BL.OGKIhiG WITFf 8d NAI�S � 12" ON-G�t�TER
<br /> STRUGTURAL �M�NTS WILL R�QUIR� DIN�N510NAL IN�ORMATIDN GONTAIN�D IN BOTH ARGHIT�GTIIRAL AND (N STRIGT AGCARDANG� WITH THE MANUFAGT(JR�R'S PUBl.15Fi�D REGD�DRTIONS. 6ROUT STR�N6TH 5HAL1.. BE 1�T SH�THING �D6�5. AI..L �LOOR�ATNIN6�6�5 �ALL HAV� AP1'ROVED T�6 JOINTS OR 5HA1.L B� SUPF'ORTED WITH �1-t-OW 118" 5PAGI1� AT ALI.PAt�L �D6�5 AND i'At�l. �NDS.
<br /> ��� �i�. L�AST�C�UAL To T� MftT�RIAl.. oN WFfICH IT 15 PLAG�D (3000 P51 MINII�IM). SOLID BLOGKIN6. ALLOW IIB" SPAGIN6 AT ALL PANEL �U6E5 A�ND �NDS OF �LODR AND ROOF SHEATHIN6. w
<br /> 5. GONTRAGTOR SFtAsI.� BE RESPON5IB�E �OR ALL SA�ETY �GAUTIONS AND TH� METHODS,TEGHNIC�'a, G. �LOOR ,AND R00� �RAMINf�: PROVIDE DOII$LE ,J015T5 UND�R ALL PA�RALLEI. fi'ARTlTI0N5 THAT EX7�ND OVER ~
<br /> 56QU�NG�S OR PROG�DUR�S R�QUIR�D TO P�ORM TH� GONTRAGT� W�RK. Ti�l� �TRUGTURAL �N611�R F�AS NO R�f�R TO WOQD �RAMIIV6 NOT�S B�LOW �C?R 7YPIGAI_ NAILIN6 R�(�2UIR�M�NTS. MOR� THAN �iAL� T�-I� JOIST L�C'aTH AKD AROUND AU.. OPENIN6S IN �LOORS OR ROO�S UIJLESS OTHERY�IS� NOT�D. �
<br /> OV�RALL �VISORY AUTHORITY OR�TUAL AND/OR DIR�GT REG�PON5181LITY �OR TH� S�P�GI�IG WORKIN6 ����� PROYID� 50LID BLOGKIN6 AT ALL B�1RIK6 POINTS. T0�-NAIL J015T5 TO SUPi'ORTS WITN TWO Ibd NAILS. �4TTAGH ;
<br /> GONDITIONS AT THE 51T� ftND/OR�OR ANY�fAZRRDS RE�l1LTING fi=ROM 7HE AGT'IOf�'i OF ANY 7RAD� GONTRAGTOR. 30. A1.L WOOD IN DIREGT GONTAGT WITH GOIyGRETE OR MA5�I+IRY SH�tLL BE i'RES�'.�-TTZ�ATFD WITH AN TINIB�R.J015T5 TO �LUSH H�AD�RS OR B�AMS WITH 51MP50N I�TAL J015T HANG�RS IN AGC,OIZDANGE WITH NOT�S '
<br /> � �� ��BOVE. I�IAIL ALI.. Ml1LTl J015T B�i°tM5 TG��:TFIER WIl}f T►^IO ROWS 16d � 12" OP1-GEhlT�R. ,
<br /> TF� STRUGIURAI.. �NGIN�R HA5 NO DUIY TO INSi'�GT,SUP�:.RYIS�,NOT�,GORR�GT,OR R�PORT ANY t�AI..TH OR SA�ETY 2O. �Xf'AN510N �OLTS (NTO GONGR�T� 5HA1.1. B� STRON6-BOLT � W�UC� ANG�-(ORS AS NI�AGTUR�D BY TH� APPROVED PR�RVATIVE OR (2) LAYERS OF /�SPHALT INR'R�6NAT�D BUILDIN6 PAP�R 51iRLl.. 8E �OVID�D BEIY�fN Z ,
<br /> D�IGI�NGI� TO TI� OW1�,GONTI�AGTQi2�, OR OT�R�NTiTI� OR I�.�01� AT T4i� i'ROJ�GT 51T�. SIMI'�ON STRON6 TI� fAMPANl' /�ND fNST�tLl..�D IN STRIGT GONF4RMP�tyG� TD IGG-ES REPORT h�1M8�R�SR-3031, UNTR�AT�D WOOD AND GONGR�T� DR Mf�ONRY. UI,11� 4TN�RWI� NOT�D ON Tf� i'LANS,PLYW�DOD ROOF A�ND �LOOR 51-�A�it� SHALL 8� LAID UP WIT+i
<br /> II�LUDIN6 MIN1hNM�DM�NT R�QUIR�h1�NT5. BULTS INTO GO1JG� MA50NRY OR BRIf.K MA50NRY UNITS SHALL.. B� T D -
<br /> 6. GONTRAGTOR SHAJ..L PROVID� T�MPORARY BRAGING F�R THE STRUGTUR� A�ND 511�lJGTURAL GOMI'ONENTS UNTIL ��0 �l1llY 6ROUT�D L�L15. P�RIODIG SP�GIAL 11�GTION 15 R�CNJIR�D TO V�RI�Y ANGHOR TYf'�,P+l�f-IOR 3L PR�RY�TIIt� TR�AT�D WUOD SHALL B� TR�AT�D PER A4�'A� STANDARD U) TC1 TN� U5� GAT�60RY�QUAL TO ��N �NDIGULf�R TD SUPPORTS AND NAILFD AT b' ON��NTER WITH 8d NAI15 TO F(ZhMED �'Ai�L�D6�E5, STRUTS .
<br /> ALL FINAL GONNEGTIONS HA1l� B�EN GOMPLETED IN AG�ORDA�NG� WIT�-t TH� P1.1�N5. GON�ORM TO ASGE 37-14 "DE51C�1`t DIM�N510N5,ANGNOR LOGATION,TI6HT�NIi� TCRQU�,HOI..� Dlh'��ilONS,ANGNOR�NiSEDMENT,AND A�DHERENGE TO TI� QR HI6H�R THAN THE IN�_ND�D APf'L.IGP�TIOhI, TR�ATED Y�t00D �OR A801fE GROUND U5� SHALL B� 1R�A7�D T� AJ�N'A �� 0��� �-� � ��ON �'l.ANS AND � 12 QN-G�NT�R TO INTERMEDIAT� SUPPORTS. PROYIDE APPRO1l�D
<br /> LOADS ON STRUGTIJ�S DURIN6 GONSTRUGTIOH° It+�TALLATiDN INSTRUGTIONS. UG3B. WOOD IN GOhtTINU0U5 GONTAGT WITN fi�SH WATER OR SDIL. SHAI.L BE 7R�ATFD TO AWf'A UG4A. WOOD FOR U5E PL.YWOOD EDC-� GLIPS G�NT�R�D B�TY��Pt .1015T5CfRl1S�5 AT UNBL4GK.�D fiZ00� ShI�ATHIN6 �D6�5. ALI. �LOOR
<br /> IN PERMAN�NT�OUNDATIQI� SFfALL B� TREATED TO AY+�'A UG4B. SH�ATNING ED6E5 SHAL.L HAVE Af'PRQYED T�G JOIt�TS OR SHALI� BE SUPf'ORTH7 WITH SOLID HIAGKING. ALLOW I/8"
<br /> l. GONTRAGTOR-INITIJ�T�D G�tAN6�5 SHALL BE SUBMITT�D IN WRITII�l6 TO T�DESI6NER A�t�D 5TR11�TURPd_ 51'AGIN6 AT All PAN�L �D6E� RND �NDS 0� �LOOR AND R00� �ATHIN6. TO�NAIL BLOGKIN6 TO �ORTS WITH Ibd
<br /> �N61t�R �OR APPKOVAI. f�RIOR 7D �ABRIGh�TIOK OR CANaTR�UGTION. G{-fAJ�l6�5 SHOWN ON aHOP DRJ�WIl�t65 ONL.Y WlI.L 21. �PDXY-CiR0l1T� IT�MS(1NR�AD�D RODS OR R�IN�ORGI1�16 BAR) SP�GI�IED ON TN� DRAWIN65 SNALL B� 32. FASTENERS AND TIf�R GONA�GTOR� USED WITH TREATED WOOD �1-IAI�� HAYE GORR0510N R�515TAf�� A5 � 12" ON-G�I�tTER UNLEtf OTHL�' JIaE NOTED.
<br /> NOT 5ATI5�Y THIS R�QUIREhff�IT. INaTALL�D t�lly6 "5ET XP' HI6N STR�t�GTH �PDXY A5 MA1+�1FAG71JR�D Bl' TH� 51MP50N STR:OI�,TI� GOMPANY. IAL�iTALI. INDIGAT�D IN 7H� �OL.LQWING TABL.�,UNL�SS OTH�RWI� 1�lOT�D.
<br /> IN STRIGT AGGORDA�� WITH (GG-E5 R�PORT N0. E5R 2.�08. MINIMUM BAZ� hI�TERIAI., TEMP��RAAT� (5 �C117E6R�5,
<br /> F. RODS SFIAL.L BE ASTM A-36 UNI.�`.�S OTHl�W15� 1�T�D. P�RIODIG 5f'�Gl�tl. Ih1�GTiC1N 0� INSTR1..l.ATION 15 WOOD TR�ATMEKT GONDITION fi'ROT�GTION ;.
<br /> 8. DRAWIN6S (NDIGAT� 6�L AND TYPIGAL T7�TAI1�O� GC3N5TRUGTION. WH�R� GONDITIONa AR� NOT .
<br /> SP�GI�IGALLY If�IDIGATED BUT ARE 0� 51MILAR GHARAGTER TO DETaILS aHOWN, 51MILA�R D�T�tILS 0� GONSTRUGTION ���� TO 1(�RI�Y A1�HOR 4R �MBB��D BAR TYP� AND DIt�N510N5,LOGATION, ADH�51V� ID�NTI�IGATION AND HA5 NO AMMONIA GARRI�R IN�T�RIOR DRY 6a0 6ALYANIZ�D �""
<br /> SFfALL BE USED,SUB.IEGT TO REYI�W ,�ND �lPPROVf4L BY TH� D�SI6i�R AND THE STf�1G7URAl.. 8�1G611�R. �L1. TYPIG/�L �'IRA�TION,HQLE DIMEN510N5, HQL� GL�ANIf�i'i20GEDUR�,AI+(GHQR �MB�Dh�N'f, AND ADI-�R�1�{G� TQ 71-� GOKTAINS RMMONIA GARRIER INTERIOR I�RY 618� OR F�18� f�T Dlf'P�D OR "
<br /> NOTES AND D�TAILS �1-IOWN ON DFZAWINSS 51-�ALL Ai�'LY,Uld1..�55 NOT�D OTH�RW15�. TYPIGAI.. D�TAILS M,4Y NOT INSTALLATIOK INSTRllGTION�. GONTINJOUS `►��IAL (N.:�P�GTION 15 REC�tU1RED �OR HORIZONTAL AND OV�RI-�RD GOhiTIHU0U5 HOT-GAL.V�NIZ�D _I -
<br /> N�G�S�ARILY B� INDIGAT�D OK T�H� I'LANS BUT SHALL STIJ1 APf'LY AS�i-IOWN DR D�SGRIB�D IN Tf� D�TAILS. � It�TALLATION�. P�R ASTM Ab53 W
<br /> TYPIGP�I. D�TAILS AR� NOTED ON T}-� i'L.A�NS,TNE SPEGI�IED TYf'IGA1. D�TAIL SHP�..1.. BE USED. WI-fE�� ND TYPIGAL. GOMTAIN5I�MMONIA GARRI�R INT�RIOR I�T TYP� 304 OR 316 STftlf�� Q
<br /> D�TAIL 15 NOT�D, IT �t+ALL B� TH� GO'NTRAGTOR'� R�5PON51BILITY TO �H005� TH� A�'PROPF�IAT� TYPIGAL D�TAIL �. �1'OXY-6ROUT�D IT�MS (`fNR�AD�I? RODS OR R�IN�ORGIN6�AR� SP�GI�I�D OK Ttt� DRAWIl�l65 SHALL � GOPtTAINS AMMONIA GARRIER EXT�RIOR 7Yfl� 304 OR 31b STAINL.�55 O
<br /> �ROM TH05� �'ROVID�D OR R�C�lJ�ST AUDIT'IDNAL IM�ORMATION. TH� GON'T�RAGTQR SHAL!_SUBMIT ALL PROP05�D (NSTALL�D U51N6 "AT-XP" Ra MANU�I�GTUi�D BY 51Mi�ON STRDNG-TI� CAMPANY. INSTALL (N STRIGT AGGnRDI�I�� �� �Y TYP� 304 OR 316 STAINI_E�
<br /> ALTERNATE TYPIGAJ._DETRILS TO TH05� i'ROVID�D WITH RELAT�D GALGULATIONS TD TF� �N61N�R FOR A�'ROYJ�L ` WITH IAMPD REPORT N0. ER-0281. MINIMUM BASE MA�TERItkL 1�MF'�RATIJ� 1514 D�6R�, �. RODS SNALL BE fUTM G �
<br /> PRIOR TO SF�C1P DRAWIN6 FROI�UGTION RND FI�LD US�. A-36 UN1..�55 OTH�RWI� NOT�D. P�RIC?DIG SP�GIA1. IF�GTION C� INSTAI..LATI4N 15 R�QUIR�1? TO Y�Rli=f ANGHOR OR INTERIOR DRY GONDITIONS SFfALL HAV� WOOD MOISTURE C.ONTENT LE�'a THAK 19�i. WOOD M015TUI� fO�tT�NT IN W �
<br /> �D 8,4R TYP� AND DIM�T1510N5, LOGATION,ADH�511/� ID�NTI�IGATION AND �XPIRATION,HOL� DIM�NSIONS, Fbl.� OTH�R GONDITI4N5(INT�RIOR YJ�fi, EXT�RIOR V�T,AND EXT�RIOR DRY) IS EXf�GT�D TO �XG�FD IqSK. G01+�GT012� � _
<br /> GLF}�NIN6 PROG�Dl1�, �HOR EN�EDMENT, AND ADHERENG� TO TN� I1J�TALIATION INSTRUGTIONS. GONTII�)OU5 AND T+�IR�AST�h1�R5 SFfALL B� TH� SA�h1� MAT�RIAL. GOMPLY WITH TH� TREATM�NT MI�f�AGTUF�RS
<br /> GEOTEGttNIGAL SP��IAL INSP�GTION IS REQUIR�D �OR HORIZONTf{l.. AND OY�R+�AD INSTAI.LATIONS. R�GQMMENDATIONS �OR PiZOTEGTIOK OF METAl... .� W Z .Q
<br /> . �.-- � '� �
<br /> q. FOUNDATION NOT�• ALLOWAB1.� a01L I��iE��iUR� A�ND 1..�4T�R�L �ART�-I �1�1��� AR� 1�5��,►NI�D AND 23. GONGR�T� �GR�I At�HOR� INTD GONGRl� AND GONGR�T� F1�50NRY UMI7a �I-IALL B� 'TIT�N HD' F1�AW DU1Y 33. TIMB�R GOhW�GTORS GALL.�D OUT 8Y L�TT�RS AND l�klN�RS SHALL BE 'STROt�l6-TIE° BY 51M�ON GOMPANY, � Z •
<br /> Tf�R�OR� MUST B� V�RI�I�D BY A G�1ALi�l�D 501L5 �W61N�R OR APPROV�D BY TH� BUILDIhIG O1�IGIAL. t� 50115 •`������MANI�AGTUi�D BY TH� SIh�N'S0N STRONf�-TIE GOMPI�NY, INSTALL�C1 IN STRIGT A�GGORDAHGE WITH A5 SP�GIFI�D IN THEIR GATALOG MUMBER G-G-201�1. EQUIYA�LEKT DEYIG� BY OTF�R MAI�JFAGTUR�RS MRY B� 0 ;
<br /> ARE �OUND TO � OTH�R THAN ASSUM�D,A�TI�Y THE STRllGTURAI_ EN6IN�ER�OR P055181� �OUNDATION R�DE516P1. (GG-E5 R�PORT ND. �SR-2"fl3 (GONGR�T�, IVO. �5R-IQ5b (GMU), (NGLUDING MINIt�1M �h'�D1�TtT R�QUIR�N�NTS. 5GR�1^i �TITUT�D,F'ROVIDED THEY HAl/E IGG-ES APPRDYAL �OR EQUAL OR C�REAT�R LOAD GAl'AGITIES. PROYID� I�MB�R �EARWALL SCHEDULE (1,2,3�,6,7) J w �- .
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<br /> ,hNGHORS IKTO G01�tGR�T� MA�SONRY UNITS SHP�L1. BE IKTO WIlY 6ROU7£D GELLS. SF'EGIAL IN�iP�GTION 15 R�QUIR�D. AND 51ZE OF FAST1� A5 �GI�I�D BY MANI�AGTUR�R�OR MAXIMUM LOAD GARRYIK6 GAPA;GITY. GOM�GTORS t� st�r+�►Ns �n�� �op��cow�crioH s,a��r�cota�c�noN Q �
<br /> fi00TING5 SHALL B�AR ON �IRM,UNDISTURB�D �ARTf� AT L�AaT 18" B�LOW ADJAG�NT�INISH�D 6RAD�. l��L�55 SHALL B� INSTf�I.I.�D IN AGGORDAi�tG� WITN TN� MIANU�AGT�R'S REG�Mh'�NDATIONS, NAILIN6 IF TJI I�WDOD iBXN �w� Oo) ��ot�� J � � �
<br /> OTHERWIS� i�TED,�OOTI1�1G5 SHALL B� G�NT�D BELOW GOLUMNS OR WALLS A801J�. w6 I�t�2°cvx� sa�6"o.c. Ibd o 6' O.G. a�� 24"o.c. !�� Iba o b'o.c. 5/8'��. � 4�p o.c ,J W �
<br /> 5T�1 ALL 2X.1015T5 51-V�l..� BE GONNEGTFD TO �WSH BEA�MS WITH "�.US" S�RIES J015T HANGERS. AI..I� TJI ..1415T5 _ � � � �j
<br /> BAGK�ILL BEI�IND ALL R�TAININ6 WALI.� WITH �E DRAININ6,��RANULAR �ILL AND PROVID� �OR�IJf3�AGE SHALL B� GONI�GT�D TO �LU�H B�AMS WITN "IT5" SERI� J015T HAhl6�. AL.1..DC)UBL�-.1015T B�AMS SHALL B� W4 15C32°cr�X P1.� 8d� �"o.�. Ibd� 4"o.c. A35� I6"a.c. (a��ow5 Ibd� 4"o.c. �lS'm AB.0 32"o.c LJ.J
<br /> pRAI►�(qC�. 2�. STWJGZURA�L 5T�1. DG-�"a16N,�ABRIGATION,A�ND L�TI01�SHALL B� BA�D ON: GOM�GT�D TO �LUSFi BEAMS WITH "MIT" �RI�S .1015T HAM6ER5.
<br /> I. BLOGK PANEL�DGFS W/2x MIN.LAID�LAT AND NAIL PAP�LS TO INT�RMEDIAT�5UF'PORTS W/8d � 12' O.G.
<br /> AI.LOWABLE SOIL PR�-�UR�. . . . . . . .1,500 f'S� A. AISG 3b0 AND SEGTION 2205.2 OF TH� INT�RNhTIQNAI. BUIl..DIN6 GOD�, YJH�R�GOMJ�GTOR STRAPS GONN�GT TWD MEMB�'i,PLAG� Oh�-HAI..� 0� TN� NAILS OR BOLTS IN �AG�f 2. Sd NftILS SHAL1.�0.131"N x 2 IC1'(GOr7MON), Ibd NAILS SHALL �E 0.135°N x 3 I/2' (bOX).
<br /> 1ATERaL �ARTH i'RE55t1R� (R�'iTRAIN�DNN�STRAINED) . . . . . . 55 PG�135 PGF 3. H�D AhlC.1�i0R BOLTS AT LEJIST 7".EXPaN51UN BOLTS MAY� �TITUT��OR Ai�Gtf�R B�TS WIT�I 4° �Uh�NT.
<br /> B. APRIL (4,201C1 AIS� GOD� OF STANDARD �GTIGE FOR ST��L �IJILDif� AND BRIDC-r�S RM�NDED A5 M�R .
<br /> ALLOWABl..� i'Ay5111� �RTH PiR1E�f UR� �5 0� 15 IPIGGLUD�D). , . . . . . 300 PG� �OLLOW�i: A51�077�D (N Ti�i� GOHTR�IGT DQG(JMENTS,BY TH� DEI.ETION 0� PARAGRAPH 4.4.1, AND I'�El/ISE i'�i2E1�tGE TITEN HD SC�R�J ANGHORS MAY B�5UB571TUTED fi0R ANGHOR BOLTS W/4" �MB�DI�NT. ALI. BOLTS SHALL HAYE 3x3xV4' MIN. ,
<br /> GOff�IGIENT OF �RIGTION (�5 0� 15 INGLI�ED). . . . , . . �ROM "STRUG7UI�L DE516N DRA�WIN65" TO "GONTRA�T D'O�UMEHTS" IN PARf�6R�PH 3.L ALI. 5HIM5 5FfA1.L 8� ��A�ON�D AND DRI�D AND Tf�l� SA�M� 6R� (MINIMUM)A5 MEN�RS GONI�GT�D. PLAT� WA�. P1.A�T� WA� SHAI.I.�XT�ND TO WITHIK I/2" 0�TF� 4X�0�TH�B07TOM fi'LRT� ON T+� 51D�
<br /> . . . . . . . 0.3 WITH SFI�ATHIt46. � DETAIL G. �,
<br /> G. SP�GI�IGATION �OR STRUGTURAI. .IOINTS U51NG ASTM A325 OR A4q0 BOLTS. W
<br /> TRAF�IG SURGHAR�E PR1Ea511� (1�11�ORM LOADI . . . . . . . . . . . . . � i'S� 34. I�OD �AaTEN�RS 4. 3X 5T1�5 OR DOUI3I.E 5TUD5 NAIt..�D T06�TFf�W/BASE�'I.AT�NAILIN6 AR�i�QUIR�D AT�48UTTIN6 PA1�1..�DG�S OR W3� W2.
<br /> .
<br /> 5�15MIG .�l1RGNAR6� i'R�55UR� (UNI�ORM LO/�D) . . . . . . . . . . . . . 7H F5� RL�R TO DETAIL S. Y�R� 3x 51UD5 AfZ�US�ID�OR W2 5T�66ER N/tiLS AT AD.l01NIN6 PAN�L ED6�5. ^
<br /> 25. WID� �1.,.AsNG��f�AP� SF�AL.L GONiFORM TD ASTM AqQ2,�'( = 50 K51. OTHER RQLL�D 5h1A�5 IhIGLUDIN6 PLAT�, '
<br /> SHRLl GON�ORM TO A�STM A36, iY = 36 K51. ST�L PIPE SHALL GO�QRM TO ASTM A-53, 'TYP� E OR 5, , 5. TI^�0 5TUD5 MINIMUM ARE�QUIRED AT EAGH END OF ALL 51�.Ai�WALI.a AND ALL END STU�SHALL REG�IVE PAi+�L ED6E
<br /> 6�AD� � �y R. NAIL 51Z�5 S�GI�I�D ON DRAWINGS A�RE BAS�D ON TH� �OuDWlu6�GI�IGATIDNS: NAILII�6. � PLAN5I�ND HOLDOV�I5GF�7U1.� �OR ALT�RiJAT�R�C�f11RB�NTS. �
<br /> = 35 KSL STRUGTIfR,�J_ TUBIN6 SHALL GOMFORM TO ASTM pv00 6RAD� S,�`( = 42 K51 {�;OUND),�`( = 46 K51 (SGZUAR�
<br /> RENOYATIOH ANp REGTANGUl.f1f�. GONt�GTION BOLT� SHALL GOI�ORM TO ASTM A3Ut. SIZE L�N6TH DIAMFTER b AI.1.�XTERIOR WAI..1.5 SHAL.L H� W6,U.N.U. W
<br /> L N6 l. llib° OSB M�tY BE 5UB5TIMID fi0R 15i32°GDX -� ,J
<br /> 10. DEMOLITION: GONT}2AG70R SHALI.. VERIFf A�LI. EXISTIh�i GONDITIONS BEfC)R� GOMMENGIN6 ANY D�MOLITIQht. bd 2" 0.113" 8. LTP4'S(�IORIZONTA�L ORIEN7ATIONj W/Sd GOt�1C�l MAY B�5UB5TITUTp?fi0R A355 AT Gt�1Ti�AGTOR'S OF'Tlf�t. '' _
<br /> SHORING SNALI. B� (NSTALL�D TO SUf�OR7�3CISTIK6 GONSTRUGTION A`i R�QUIREQ AND IN A� MfANN�R St11TABLF TO TFI� 8d 2-I/2" 0.131" q. A 2X NAIL�R ATTA,G�{ED W/B�SE PLAT�NAILIt��'ER DETAIL A MAY EiE 5t�5TINTED�OR A 35'S,4T CANTRA,GTOR'�OPl"ION. � 0
<br /> WORK SEC�NG�. D�MOLITiON D�BRIS 5H1�LL NOT BE ALL01^�D TO DAMAf� OR OVERLOP�D TFIE EXI�TIN6 STRl�11�. ��� IOd 3" 0.148" 10. 1�T M111.TI-ROW NAlLIN6,MINIMUM 0��5�T�TY�N R4W5 ANf1 ROW�A�GIN6 I/2',5�D�TAIL D. "7� W
<br /> T 12d 31/4' 0.148°
<br /> LIMIT GON51�Rt�TION LOADIN6 (INGLUDINC�DEN�LITION DEBRIS) ON EXISTlf�f6 FLOOR SYSTEMS TO 40 P�, II. LYL RIMS P�RMITT�D AT 'W6", 'W4',AND "W3" ONLY. U = .
<br /> 26. �RAMIi�IG LUMB�R SFIAL.L B� 5-DRY,KD, QR MG-Iq,PJ�ID GRAD�D �N,D MARK�D IN CA�� WITH WGLIB (bd �OX 3-I/2" 0.135" 12. F'R4111DE{`3)ROhI� Ibd � 6�O�G.AT LVI..RIMS. _ (,� .
<br /> I I. GONTRAGTOR SHAIl 1/�RI�Y ALL �XISTING DIt��N510N5 M�MB�R 51 ZE5 AND GONDITIONS PRIOR TO STANRARD "GRADIN6 RU1�'i �4R Y�EST Gt?A5? 1�UN�ER N0. 11u,OR Wh�'A 57ANDARD, "YJE57�RN LUN�R 6RADiN6 C� ;
<br /> GOMN�NGING ANY WORK. All DIMEN510N5 0� �XI5TIN6 GONSTRUGTION SHOWN ON THE DRAWIW65 AR� II�T�NDED A5 ��' 2011". �URNISH TO TF� �a110W11�16 MININ�IM STANDARDS; (� GO1�IT�RAGTOR PROPOS�S TH� U5� 0� ALT�NAT� NAILS,TH�Y SHAI�L 5i1BMIT NAIL �GI�IGATIONS TO TH� ( '� �
<br /> STRUGTURAL �INEER (PRIQR TO GON5TRIJGTI01� �OR R�VI�^t AND A�'PRC)YAL. 5� � �. �-�R. Ibd NAILIN6 ED6E NA�ILING PLYWOOD � .
<br /> 6UID�LI1�5 ONLY A�ND N�T B� Y�RI�{�D. 7H� GONT'RPtGTOR�I-1A�LL. 1�lOTI�Y TH� D�5161�R AND SfRUG711RAL �T1611��R J015T5 (2X 8 3X M�MB�RS) Ff�M-�IR N0. 2 2x MIN. 5� 1�1OT�5 �OR P�R SGH�DU1� OY�R �A. STUD � �DC� �
<br /> IF �XISTIN6 GONDITIDNS DET�MINED DUR(N6 WDRK YARY �ROM TH� �XISTIl�l6 GOI�'iTRUGTI�At SHOWN ON TtfE OY �� � t,(
<br /> DiZ�WINGS. AND BEAh15 MINIMUM BI�E VPJ_llE,�b = 850 P51 NAILS - I'LYI�OD (APA RAT�D Sh�ATHll�i1 FASTENERS TO �tMIN6 SHftI...L B� DRIVEN �LU�H TO �RGE OF ADDITIONf�I.. ,� �
<br /> SH�ATHING WITH NO GOUNT�R51NKI1�l6 P�MITT�D. T0�-NAILS SHA�L..L B� DRIV�( AT AN A1�lGL� O� 30 D�6R��5 WITH Tfi� ��11R�ME1�tT5 2X �F�-� Ibd NAILIN6 P�R � �
<br /> (4X N�t�RS) GbUG1.A5 FIR-LARGH N0. i M�MBER AND ST�RTED IC3 THE LEKGTH 0� THE NAIL f=ROM 7Ff� MFMBER �VD. �{-}�pU� PLAN YIEW AT W Q
<br /> �,p�{� MINIMUM BA�S� YAU1E, �b = 1000 P51 Ibd NA�ILINC ABUTTING Z W
<br /> B. ALL 80LT5 IN WOOD M�MB�RS SFIAI.1 GOKFORM TO f�57M A301. fi'ROYI[� WI�51fER5 UND�R Tf�H1�AD5 AND P�R SGH�DUI..� PAf�L �D6�5 W =
<br /> 12. GONGR�T� 5FI/�LL B� MIX�D,�'R01'ORTION�D, GOM/�Y�D AND PLAG�D IN AGGORDANG� WITN AGI 301, Ii�IGLUDIN6 HEAMS (INGL. 6X AND 1.� ���,�l..A.S �11Z LARGH N0. I 1�1UT5 OF ALL �OLTS AND U'�G BOLTS BEARING ON WODD. INSTALLA710N 0� LAG BOLTS SHALL GON�ORM TO THE p Q��L 'A' DETAIL 'B' � � � � � �
<br /> MINIt�1UM BAS� YAL(1�,F�i = 1350 P51 NATIONAL DESIGN �GIFI�ATION �OR WOOD GONSTRUGTIOfi�t WITH A LEAD �iOR.E HO1..E OF 60 TO l0 PERG�NT O� T+� H V � I/2" 3
<br /> T�STIN6 PROGEDURES. GONGRETE SHALL ATTAIN A 28-DAY STRENGTH 0� f'� = 3p00 �i RND MIX SHALL GONT�tIH 3�g" ,
<br /> NOT LE55 THAN �-I/2 5AGK5 OF G�MENT�'ER GUBIG YARD AND SHE�L1.. B� PROPORTIOI�D TO PRODUGE A SLUMP OF 5" SFfANK DIAM�7�R. I..�AD HOI..EGi AR� NOT R�QUIR�D fi0R 3/8' �4ND �MftLL�R LAG SGR�WS. In. ,
<br /> OR L�SS. R�QUI(�D GOI�R�T� STR�N6TN IS BA�D ON Tf� DI�ABILIIY R�GlUIR�NEENTS 0� S�GTION 1�04� TI-� IBG. i'05T5 (4X M�MB�) DOU6LA5�IR-LARG�f AtO. 2 0
<br /> C�516N STR�N6TH 15 f'c = 2,��0 P51. MINIh�1M BAS� YALU�, �c = 1350 P51 3�. NOTG+�S f�ND FIOL�S IN WOOD FRAMII�t6: o �
<br /> �„ �
<br /> (bX AND l..AsR� DOUGLAS �IR-1,�+RGH N0. I A. NOTGf�S ON TH� �ND5 U� 50LID SAWN J015T5 AND R�4�T�R5 SHALL NOT �XG�D ON�-�OURTH TH� .1015T D�PTH. ��DG� 0 TWA I � �° o � �� ,�`'
<br /> 1 3. A L L GO N G R E T�W I T H �A G E S �?(f'0 5�D TO (+�A T F�R O R ST A N D I N6 W A T�R S H A L L$� A I R-�N T R AI I�D,WITFt AN M I N I M U M B A S E V A L t J E, F� = 1 0 0 0 P a l t�t O T G H E S I N T t� T O P O R 8 0 T T�N I O F �I D S A h l�t J 0 1 5 T S S H A L L N O T�X G�D O i�-5 1 X T t i T H E D L�'T F f A N D �H A L.L N O T �, Q ,�'
<br /> B� LD�AT�D IN THE MIDDL..� THIRD OF THE SPRN. HOLES 80R�D IN SOLID SAWN �OISTS AND RAPTERS SHAL.L NOT 8� o
<br /> AIR-�TITRAINIK6 A6ENT GONFORMIt�[6 TO ASTM G260,G4�i4,AND G618. TOTAI.. AIR CANT�T(T FOR�R05T-RESIST/�NT � �
<br /> GOhIGRETE �-IALL B� IN AGGOtZD�WGE WITH l�Gi 318-14, TA81.� 1�.3.2.1 MODE�AT� �XiPt��, �I. 5TUU5,P1..RTES � MISG. �iZ/�MIN6: - D�G�SLAS�IR-L.t�R�H OR HEM-FIR t�10. 2 WITHIN 2 INGH�S OF THE TOP OR �OT70M OF THE .IQIST,/�ND T{� DIAMET�R OF �NY SU�H t�LE SI�tALL hIOT EXGEER ° �
<br /> _ Ot�-THIRD T� D�PTH 0� TI� J015T. � DE'1'AIL 'C' DETAIL 'D' RiM
<br /> 14. REIIJ�ORGIN6 5T� SFfAl..L G01�FORM TO ASTM Abl5 (INGLUDII� 51����NT 51),6RADE 60,�Y - 60,000 i'S1. 2l. 6W�D LAMII�iAhT�D NtEMBERS 5F1ALL B� FABRIGAT�TJ IN GOI�FORMANG� WITH PSTM AND AN51/AITG STANDAKDS. B. IN EXTERIOR WALLS AND BEARINtG i'ARTITIONS, ANY WOQD STUD 15 ('ERMITTED TO B� GUT OR 1�TGHED TO A _
<br /> �XG�PTIDNS: ANY BARS �GI�IGA�LY a0 NOT�D ON TH� DRf�WINE� SNALL � 6� 40,�Y = 40p00 i'S1. l�1.D�D �� M�-R�HAL-1- B�RR AN �IT� OR APA-�YJS ID�NTIFIGATION MARK AND SFiALL. BE AGC.�MPANI�D BY P�t A,ITG QR ::
<br /> D�PTH NOT EXGCfDIN6 25 PERG�NT OF ITS WIDTH. A HOI..� i�IOT CREAT�R IN DIA�R T�iAN �0 PERGEIJT OF TI-fE STUD SHEARWAII. SCHEDULE �-
<br /> WlR� FABRIG S4�ALL CAIV�ORM TD �STM A-18�. SPIRt�I.. REINFORG�MENT SHA�LL. BE D�ORM�D WIR� GDNFORMIN6 TO �'1�-� G�RTI�IGAT� EJ� f�OFI�ORMA�(G�. ALL 51MPL� SPAN B�AMS SHALL B� DOU6Lt�5�IR GOt�INATION 24�-Y4, WIDTH 15 fl�RM1TT�D 70 B� BOR�D IN ANY WOOD SND. IN NO GA� SHAL.L TN� �DC� 0� TN� BOR�D f�t.� B� N1EAR�f� . � .
<br /> ASTM A615,CRAD� 60,F( = 60,000 P51. �b = 2,400 P51, Fv =2b5 P51. �1.1.. GANTIL�VERi�D BEAMS SHAG.�.B� DC1U61..A5 �IR GOMBINATION 24�-V8, Fb = 2400 �' TN 3/4��=��_�° DETAIL .
<br /> P51, i=v = 26� P51. GAMB�R ALL 51Mf� SPAN 6UJLAM B�AMS TO 3,�00' RADIUS,U��L�55 SHOWN OTf�RWlS� ON TH� � 5/8 INGN TO Ti�IE �D6� OF TH� STl1D. HOR�D 4�L�S SHAI.I.. NOT SE LOGAT�D AT THE SAhIE SEGTION OF S7UD AS
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