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Nat�: no change ta existing exterior doors and windaws Note: all stair rails and guard rails to be shop fiabricated, not ta be welded in field fl � � i � � � 0 � � � � +� � � � � ! # � � � • . . � � * � � i i � �r' ^� � "'�► � �� � ��t�i 1 � � ��� � � ' � �e,� i R ^��4i�#�;._/�� L.sA� ��kk� �� �" ���" � ���,� � � � �'��� �; �.�'�t�s��,.��'i��� ����o�.� � °r�'� �,�. � � ° . . _ �,. . .. . . . � 4M � AaF C z . . . w.^r*^+�rouc.. 3 zs .—i � � a � � 0 � � rn � 0 N .-� OCy 'FiU 3 -a � � � � � � � � Q � m m � c� �t N rn � � A. � m �i � cu � 0 � r: v a Z � � � � � G� N E R A L 5 T R U G T U R A L N Q T E 5 1.4 G O Y� R N I N G E3 U I L D I N C� G O D E: 200�i INTERN,4TIONAL BUILI7ING GOl�� 2.4 RE5lGN LDAD�'a r�. �.�v� �.a,va5: a. Ro6� lst�dw): loa p�f b. �LO�t2: 40 psf B. WIND: a. BA51G W(ND 5f'E�1�: �O Mt'H - EXt'05URE 'B' {3 SEGUND GUSTi b. IMi'QRTANGE FAGTOR GATEC�012Y: II c. INTERNAL �55UI�E: +O.IB, -0.18 IEN�L05�P �UILI�ING1 G. 5E15MIG: a. U5E GROU!': ! b. I7E51GN GATEGQi2Y: B G. IMF'Oi�TANGE PIStGTOR GATEt'aORY: I{ d. �A#ZTHQUAKE 1MPORTANGE PAGTQtZ: I,D e. SUIL 51T� GLA55; i� 3.0 G�NEFZ�hL ,4, THE 5Tl�lJGTURAL I70GUMENTS ILUISTRA�'i� TH� GG�Mi'I,E�D STRUGTUf2E WITH ELEMENI'a IN THEIf2 �INAL P051T1�N5, PROPEf�LY 5U#�PQRTEi� /tNLi BRAGEi7. TH� Gc'�NTRAGTC�R IS R�fi'ON51BL� �Qi� A�DEQUAT� BRAGING AND SHc�F21hi� �5 R�QUIR�I? IIURING GONSTRUGi`IUN 1't? WITHSTAND ALL LOAi7S, 5TC)GKPIL�S Q� MAT�RfaLB AND EQUCf'MEN7. StJGH BRAGING 5HlkLL B� LEP1` IN 1'L�GE fi�5 LONG A5 t2EQUIf2�D UNTIL THE GON57'RUGTIUN O� TH� STFZUG7UR� IS GC3MPLE"fER. S. GENEI?A,L GC?NTRAGTQR 15 R�5t'4N5iBL� �C�R i'ROTEGi'IUN OF #'Ef25UN5 �4Nt7 PRUPERTY Eli'HER ON �R ADJ,4GENT TO iHE PRO.lEGT AND SHALL. i'Rt7'i'EGT SaME AGAIhl57 lN,.k�1RY, DJ�MAGE OR L055 DUh.ING GONSTRUGTIC.�N. G. C7ENERAL GONTRA�GTCai2 I� RESf'ON5IBLE �OR PIELD VEi�IF1'ING ALL EXISTING GONDITIt�7N5 f�t�lOR TO ORRERING MA�TERIAl�S OR PROGEEDING WITH WC�?RK A��FEGT'�i� BY ARE�45 WITH �XI5TIh1G GQNDITI4�l5. t�P4R7 ANY aIGNI�lGANT DI�GREP,ttNG1E5 TQ TI-1E 5'iRUGTURAL �NGfNEER IMMEDIAT�L.Y. D. WH�t� 1'�RIC7PIG OR GC?hITINUC7U5 INSP�GTICINra AND 1 OR `t�STING AR� REGiUIR�I� BY TH�S� DOGUM�NTS, GOV�R�tING BUILri1NG GOD� 4R TH� GOYERNING BUiLDING U�PIG(f�L, �NGIN�ER C3R AN IND�PENDENT INSf'EGTIQN AND J OR TE`✓'TING AGENGY 9HALL BE i�Tt�iN�D BY THE PWNEt2 T4 f'ERPORM REQUIRED 1N5PEGTIONS A�ND ! OfZ i�STING. E. THE GONTRAGTOR SNALL INFORM P�RGHI'iEGT AN3� ENC-rEN�ER GLE�i'�1.Y IN WRITING �ND t'ROYlI7E DC?GUMENTATION FOR THE RE�lI�W O� ,4t�Y �".�-UB9Tf7UTiONS t?f7. DEVI1hTfQNS U� f2�QUIREMENTS Q� 7HE GOUTRAGT I74GUMENTS. �, THESE F'LANS HAVE f3�EN �NGINEERED �0t2 GONSi'RIJGTIQh! AT C1NE SPEGI�fG BUILD}NG 51TE. BUIt�Ei� A5511ME5 ALL RE9i'UN5IBILIII' �012 USE C)F TH�SE PLANS AT ANY UTHER LdG1k710N. G. DC) NOT SGf�L� DRAWINGS. WRITT�N DIMEh1514N� SHA�LL TAKE fii�GEDENGE. i'LANS A�ND iJETA1L5 t�RE TO SGA�LE Uh1L�55 h[OTEP. WHIL,� Df�AWING SGALE 15 BELI�VED TO B� 12�LIABL�, TH� AGGURAGY AND GOMPLE7EN�5S 19 NQT GUARANTEEi7 BY TH� ENGINE�R. GC,�N�ULT TH� A,RG�#ITEGT OR �N�INEER 4F REGDRti �OR I: lMk`"�i51QN 'VERi�iGATiG�N. NOTIPY AFZGHITEGT C?fZ �tGINEER OF ANY DI�aGR�t'A�NGI� IN DIh�tENS10N5 B�TWE�N TH� #tiRGH1`i'�GiURAL AND STRUGTUt?AL DDGUMENTS SEFOR� t'ROG�Ei>ING WITH TH� WC�i�K. H. NO SThUGTURt�L MEMBERS �Hf�LI� f3E GUT, NOTGHED OR OTHE12WI5E P�NETRA'fED UNLE55 1�LLOINED BY Mf�NU�A�GTUR�R, 5t'�GIfiIGALLY SHOWN PN TH�S� DOGUMEFlT9 Df2 At�PR4VED BY TH� �N6INEER 1N ARY,4NGE. I. S�GTIONS OR DETAll.S 5HC73^lN OR NO'i�T? Af'PL.Y TO 5lMILAR GDNDl710N5 ELSEWH�R� NQT SPEGI�IGALLY 5W4WN QR NOTED. 4.0 STRUGTURAL STEE� a. AL� STRUGTURAL STE�L aNALL BE DF TNE CaR1�DE�'a' MNGLUDED BELOW: a. WIDE PLANGE �aNfii'E5, GHANNELa AND 'i'EE9: RSTM Aa�t2 t'FY=5C7 K5f). b. OTN�R FZOLLEP 51iAf'�5 (ANGL�S, f'LAT�S AND Bt�RS). ASTM A36 (FY=3b KSi). c. STEEL i20D5 ftND MISGELLANECKJS; ASTM A�36 (FY=36K51) d. STEEL t'11'E: A�STM A53, GRAD� B(�Y=35 K51). e. STfZUGi11i�2?rL 7UBE 5EGT1C?N5 fT5 f�ND I-f�-�'S). AraTM ,�t500, GR. B ik=�'=4b K51). B. S'il2iJGTURAL STE�L I�ES(GN (S BASEL? ON "SPEGI�IG,4TIONS PG7R STRUGTURAL ST��L Bt11LT'JINGS", AISG-IqSa ASD. G. ALL STRUGTURAL 5'iEEI.. SHA�LL BE DETAI�ED, FABRIGATEL7 AND �REGT�D CN AGGORD,hNG� WITH THE 57?cNDARDS 5�T FORTH IN T�+E LAT�ST EDiTIQN Q� THE AISG GOD� D� S7ANDARI7 f'RAGTIGE. D. BOl.T5: a. AS7M t�325 �012 AL� 57��I..-�"O-ST�EL GONNEGTIONS. b. ,4�TM A3Q`7 �OR ANGFfOR SOLTS �OR TkMB�fZ GONN�GTION9 AND MIaG�LL.ANEOU�a HULT�a. E. YVELD MAT�Ri,4J_: ETOXX ELEGTRQDES, Y`�LDlNC� MAY ONLY B� i'EF2FORMED BY AW5 GERTI�IED YY�Lt��RS. �. NON-5tiRiNK GROUT SNALL H,4V� A MINIMUM GOMi'i2�591V� STRENGTH O� 250U P51 A�FTER ONE I7,4Y AND '1004 i'S1 ,4�TER 2& I2AY5, B� NON-G4RR051VE, NON-M�TttiLLiG AND NON-STAINING GONTA�iNING 51l.IGA S�ND9, t'ORTI.ANI:� G�M�NT, 5HF21NKA,C�E GOMPENS}�TING ,�ND WATER REDIlG1NG A�ENTS. 6. 5'f'E�L-TO�-�aTEEL �fELD �LTEi� GQNNEGTIUNS ciH,4LL B� STA�NDARt7 FRJkMED B�AM GONN�G?IONS OF BEARING TYt� WITH 3/4" DIA, ?,325-N HIGH 5'fRENGTH BDLTS P�R AI SG "MANUl�L OP STE�L GONSTRUGTION° UNl.E55 NQ'f�t7 OTH�RWISE ON ?'H� QC7GUMEhlTS. 9't�EL-TO-SI'EEL GC�NNEGT10N5 SHALL 8� D�51GN�D AND �ABRiGATED BY TH� aTRUGTURAL STE�L. �tJPi°LIER �OR bO�b QF THE TOT,a+I. UNI�ORM I�QAD G,�i'AGITY �OR EAGH BEt�M AND 5t'AN A5 9HOWN IN THE t�15G UNIFORM L41hD GQN5TAhiT TAF�LES. H. AD..�5Tf+�L.E Plt'E GOLUMN5 SHA�LL B� DESIGN�U BY THE GD1.tJMN SUti'L.IEi2 INGLUDIt�G t�t1T NOT LIMIT� TO TH� 5Gt2EW .iAGK, TOi' P�A7E AND BEt�i�1NC�a i'LATE �OR THE i�OADS L15T'�D BELOW: a. 3" I?IA. 1VOMINA�L STD. ADJ. F'IP� GDLUMNS: 31,Q40 LB5 AT �fi'-O" MAXINIUM L�NG7H. I. �Xi't�N51DN BOLTa SHA�LL B� YV�DGE TYt'� ZING-PLA'i"ED OR STAINLE55 57��1. HiL.il, R�DHEAD, t7R lGBO APf'ROV�D �QUAL BOL75. IN5TA�1. EXf'AN510N 6G7LT5 iN AGG�RC7t�N�E WITH MANUF,4G'NRERS' R�GOMM�NI7�TIONS AND R�T0t2QlJE AF'fER 24 hfOUfZ�i. .1, DRiLL, �i'4XY AND INST,hLL THREAI'7EP RODS, SOLT5 AND STEEL. BARS IN AGGORDP�NG� W�TH MANUF/kGTURERS' REGCIMM�ND,4TION5. GL�AN OUT HlJLE aFTER DI2ILLING AND f'RIQR T4 ihlJEGTING Ef'C?XY. 71GHT�N NUTS �k�l`�R EPQXY Hl�rv GUf�I?. 5.0 WUt3D �12AMING A. A�LL DIMEN510NAL, LUMBER AND TIMB�RS U��D �Qi? �?RUG7URAL �RAMiNG 5�#ALL BE AT A MC?15TUi� GON1'�NT Q� (aSK OR LE�aS ANP HAIf� Tf-fE �OLLOWING MINIMUM VI�'-�UAL C?RA3�E STAM(' YVITH UN�,4GTORED ALLr�INftBLE 5TI2E�a5E5: 1 a. 2x 5TUD5, < S'-O'": HEM �IR, STUD GR�DE (�b=b"15 psi, Fc= SOO psi, E=1,200pOOpsi) b. 2x 5iU1�5, >�i�_O", ti0"-C7": NEM FIl2, ND. 2 iFb=85C> psi, Fa = 1300 psi, E=1,340,440�si) c.. 2xI4x Jo�5T5/RA�TER; HEM ��f2, No. 2 1�=��U psi, E=�,�aopoops�) d. P05T9 AND Tlh1B�R5 (5x5 ANT? I�AfZC��R}: DQUGLA�S �IR, NO.I (Fb=12c?Opsi, Fc=IQ�O psi, E=1,600,OODpsi) e. B�AMS AND STRINGERS (5X5 AND LARG�RI= Dc?U6LA5 �IR, hlO.( (Fb=1350psi, �c=q25 psi, �=1,60C7,QGOpsi). S. MIGROLL1kM BEAMS, LVL: 1.9�, �b=2600 psi P�5 MANUFAGTUREi+ BY TiZUS .141ST MA�GMILLAN OR Ai'�'ROV�D Et�IAL UNLE55 NOTED OiNERWlS�, �A5'i'EN MULTIPLE M(GROLLAM I�EAtiM5 1N �LUSH FRIiMED GONT?iTIQNS Tl?G�THER WITh� NAILS t�R BOLTS t'EF? MA�NU�AG7UR�R'S R�GOMMENT?A�T1C?N5 UN��85 OTH�RWl9E NQiED ON PLANS AND 1�ETAILS. ALL LYL PLI�S AR� I 3/4`� THIGKN�59 UNLESS N4TEL� OTH�RWISE. G, LAMINA'i�D Sii2UGTURAL LUMB�E2, L5L (�f I/2", II 'tI8", 14" D�PTHS): 1.55E, Fb=2�25 psi ,45 MA,NU�AG`Nt�D BY TRUS .1015T MAGMlLLAN �R /�f'i'f2QVED EQU,4L CJNLE55 NQTES7 4THERWISE, �A57EN MULTIf'LE L9L BEAMS (N �L.USH FRAMED GONDITIONS TC.xGETH�R WfTFf NAIL� OR BOLTS PER MANUFAGIURER'S f�GOMMENi?ATION� UNL��a QTHEF?WISE N01�D ON i'LANS ANG> DET�4f�.9, D. LA�M1N?�"TED �TRUGTURAL LUMBER, L5L ('t 114" AND SMALLER DEPTHS)= L3E, Fb=1"f00 psi A5 MANU�AGNf2ED BY TRUS .1015T MAGMILLI�N DR APPRQV�D EQUAL UNLE95 NO'T�U DTN�RWIS�. E. PARALLAM STRUGTUR,4L LUMB�R, I'SL: 2.0�, �b=2900 psi A5 M1�NUFAGTUt�ED BY TRUS JOl�T MAGMILLAN Of� AP�'ROY�D �QUAL UNLE55 NC1'fEi� OTHEWNISE. r P. L5L STUD�a: TIMBERSTRAND I.3E L9I� STUDS (a (I2" ANP SMALLER) -�b=Iq00 p5i, Fcll=14U0 �si P�a MANUPIkGTURED BY Ti2L�5 ,1015T MAGMILLAN OR ItPPt�OVED EQUAL. !lNL�55 �10't�P OTH�RWISE. G. PR��ABt?1GATED ..141575: Pi��AB "I" 9�R(E5 JQI5T5 SHt�LL BE TJI 21t� A9 MANU�AGTURED BY TRUS J015T Mf�+GMILLAN 4R APPROV'Ep EG2U�L. DO NOT BI�h10UTH � OTN�I7YVISE NOTGH THE �LANG� MA�7`�RlAL IN ANY MANN�lZ. WEB i'�N�TRATIONS As5 P�R T.il REGOMMENPATIDNS ONLY, 1N5TALLATIDN �RR TNE "t�ESID�NTIAL TJI INSTALLATIQN C�UIDE". Nc�T1t=Y TNE STRUGTURAL ENGINE�R I� THE FL00�2 .f015T t'AGKAGE A9 PABi21Gf4'C�D �OfZ THIS t'RQ.IEGT YARIES FROi�1 THtkT SHOWU QN THE GONSTRUC.TICSN I?OGUMENTS. H. FL40R RIM J015T MP�"T�RIAL.: I fl4" "TIMB�RSTRAND LSL" A5 MANU�AaG'Ni?ED BY "fRUS J015T MAGMI�.LAN OR f�PPROV� EQUAL. I. GLU-Ltt�M BEAMS SHALL BE MANUFAG7UR�D FROM 2" NOMINAL DC?UGLAS �IR-LARGH LUMS�R, hfAVE INDUaTRIAL, ARGHITEGTUfZ4L, P1�EMIUM GRItD� ,4ND SFk,hLL BE I�E7AILED AND �ABRIGAI'�D IN AGGORDANGE WITH THE L�47E�T E1�ITION Q� THE t�ITG STANDARP 5F'�GIfi1GATlON FOi2 9'fRUGTURAL. GLUE-L,hM1NATED TIMI��R O� SO�TWOOD 5fi'EGI�5. UNLE55 N4TE1� OTHERWI9� ON DOGUM�NTS, THE FOI.LQWINC> AITG LAMIN�TING GDMBINATIONS Al2� TQ F3E fi'ROVIDEI�: a. f'09T5 ,�ND GOLUMNS: GOt�tBiNAT10N #2 DF b. 51MPL� 5t'AN BEF�MS: 24F-V4 DPIDP �. GONTiNUQUS SPAN BEAM�a: 24�-V& DP/D� .1. f'ROVfi'2� �55URE iREATED LUMBER OR IGBD ftt'PRUVEI7 BARRI�R f�T LOGATIONS WH�R� MEMBER 15 TO BE IN GQNTAGT WITN GUNGRET�, MA�UNRY OR SOIL, UNL�55 NQTED OTf-}ERWI�E. K, f'f2E5aUt2E TREATEP LUMf3Ei2: ALL �ASTENERS AND MANGERS �4t2 U5E WITH A,GQ TI�ftTED LUME3ER SHALL B� GALYANIZED WITH A GI85 GOAiING Of2 SHALL BE �1'AINLE85 STEEL. l�UMBER IN GtaNTAGT WITN GONGRETE Bt1T NOT EXP05ED TO WEAtHER SUGH A�5 MUD51LL5 MAY B� TIMBER5Ti2AND 5TRANJ�GUAR1� A9 MA�NU�AGNRED �Y TRUS.JDEST MAGMiLLAN OR ,4PPROVER EQU�L IN L.1EU OP Gc�RR0�1VE AGG2 T�t�A7ED LUMBER. L. ALL SHEATHING SHOWN C?N THES� DOGUMENT"5 SHAaLL B� G-D WITH EXT�R10fi�, C�LUE !N ,4GGORDANGE WITH TH� U.�'a, �DUGT �T�NDARD #'S I-q5 OR f""a 2-�12, ALL t'AN�LS 5H�4LL B� MARKED WITH AN APA GRf�DE MARK WI7H f�N ii?ENTlFIG,hiIC7�! lNR�X IN AGGURDANG� !^IITf-i TH� GOV�RNING BUILDINC7 GQD�. HEADS O� NAILS QR Gf20WN� OF 5TA�PLES 9NALL NOT f'EN�Tt2A`t� TH� �A�G� SKIN Of2 ADE7}TIONAL NAILING W{LL B� R�G2UIRFD. �C COPYRiGNT2011 BY ASCENTGRQUP, ING. M. DIAf'HRA6M SH�THING aH,4LL B� O� THIGKNES5 t�ND INDEX NUMBEFZ SHOWN ON THE PLANS, 1°LAG�D WITH FAGE 6RAIN P�Rfi'ENDIGULAR TO SUPPORTS AND Et�i1 .t015T5 SHALL 8� STAC�GERED. N. ALL. TRU55E�, R/hFi'�FZ�'a ANJ� FLOOR .1015T�a 1N FLUSH �RAMED GONI�ITIDNS WITH SPANS EXGEEPINl7 b'-O SHALL BEAfii IN .1015T HANGER5. Q. 1�L1� WALL STUDS �Hf�LL BE GONTINUOU5 FROM FLOOR TO FLOOR PR �ROM �L04R TD RUOF. P. METAL HANGERS AND G4NNEGTORS SHA�LL BE "SIMPr-�ON STRQNG-TIE" OR AN f�.PPRQY�t? EQUAL. UNLE55 NOTED OTt�fEf�W15E f'ROVII�E ALL MI�NUFAGTURER REGOMMENPEI? �A�7�N�R5 �OR TH� MAXIMUM GAi'AGfTI' O� TNE HANGER. Q. Nl�+IL,IN� SHALL GON�ORM TO INTERNATfONAL BUILDING GOD� fiA6L� 23d4.9.1 UNI�ORM BUILDINC-� GODE TABL� 23-11-B-I, UNL�55 MOR� OR LARC7ER NfkI�INC-r 15 07HEWNIS� SP�GfF1ED. C2. �t�ST�N ALL WOC7D M�MBERS 1^IITH GOMMON t�lftlLS UNLESS NQTED OTH�RWISE, WHERE !'OWER NAILS Af2E USED THEY 5HALL BE EQUIVALENT IN D(AMETER TO THE GDMMON NAIL tNI?1Gf�TED. f'REpRILL. N,tt(L HOLES ft5 REQUIREp TO P12EVEi�T 5PL{TTING OF TM� WOOD MEMB�RS. 5. I�T 5'fEEL BEAMS, �A9TEN BEAM WITH 2x NAILER BY WIDTH OF BEAM TO B�t�M �L,4NC�E WI'TH HILTI XDNI �.145" DIA. PC3WDER A�GTUAI'Ep �ASTENERS C�3R APf'ROVED EQUAL � 12" a.c. STAGGER�D UNL.E55 OTl�fERW15E NOTED. AT FLUSH PRAME GONDITIQNS PAGK BEA�M WEBS 50LID i�ND PROVIDE i/2" DIA. THRU &�LTS � 24" o.c. 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