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� � � <br /> /� � � �� � <br /> ��� ��� ��������'"������ , ° TH� f OLL4WIN� APPl,Y UNLESS 5N4WN OrH��WIS� ON TNE Pl.ANS, <br /> A.�. ANCHflR �4�.T �L. ELEVATION O,F. QUTSIDE FA�� �/�1 p ,..�� <br /> A6V, ABOVE ENG. ENGINEER a�H• 4VERHANG <br /> , 3 OPN'G QpENING � • � n <br /> ADD L AQ�ITIONAL �Q, EQUAL ORNT. ORIENTATE(ION) � U <br /> ADJ, A�JACENT �.S. EACH SIDE p,p, pQST A80VE ����� �� � <br /> ALT. At,�ERNATE � IS�'. EXISTING ������U�� <br /> APPRX. APPROXIMATE EX7. EXTERIOR P,B POST BELOW �� C�s1 Q����� <br /> �RCH. ARCNIT�CTURAL �'FE FINISHED �'L�4� E�VATIpN PAR, RARALLEL o 1, RE�AOVE WALL ALONG 6RId 2� AND SETWEEN GNlQS � AND A,�' A? MA{N �'LOOR <br /> � AT FAB. FABRICATION PERP. FE�PENDICULA� ����� <br /> �. �OT"fOM fNn, FOUNDATION PL. R(ATE 2, REh10V� WALL ALONG GRID A.7 AND BETVVEE�V GRIDS � �ND � AT MAIN FLOOR <br /> gEl.. �ELqW �IN. FINI�H(ED) QTY. QUANTI7Y <br /> �LDG. �I�iLDING �LG. FLANGE REF. REFERENCc PLNJOOD SH�,RWALL <br /> , PER PLAN -----•�. � 1 7 322 ;34TH. DFZ. �.�. <br /> BNpRY. �OU�I�A€dY �LR. FLOOR REQ D REQUIREQ �`�,, - J`T�dS 3, REMOVE WA�L �l.ONG GRI� 4 AND BET�VEEN GRI�S E.3 AN� B.6 AT MAIN fL00R <br /> �.0, �QY'[QM 0�,,, F.Q. FACE OF... R,O. ROl1GH 4PcidING ----�"J E v E R�TT, WA �c�2 0� <br /> PRY. EDGE �IAIL{NG <br /> �ROG. �KI�G�(iNG) �'RtA'G FRA�IING SCHD, SCHEDULE � PER SHEARWALL 5C�-IEDULE _--- BQITUM PLATE NAILIN� PER T��.; t�2 5l �3� c�34 2 <br /> BpRG`�, �EAqRING�! Fy.S/�. FA� SID� SHT. SNEET�j SHEARN/ALl� SCHE[�ULE 6-MAIL� INFO�SABCOEN6lNEEfl5.CC1M <br /> ❑/y� ��t���ti �IV, F04TING 5��� 5����'!\ r 4tiE8 5fiE: 3AQC�ENG�NEERS.C�M <br /> CANI'. �ANTIL�VER(ED) G8 GRADE BEAM SKW. SKEW(ED) —�XIS'CING DECKING �, ALL MATERIAl.S ANB WC�RKMAN�NIP DESiGN, ANp CONSTRUCTI��1 SNAI,� C4NFqRM T4 THE REQUlREMENTS OF TWE <br /> C.G. �ENTER 4F GRAYIT'f GRp, GRADE SPC. SFACING '� DRAWINGS, 5PECIFICA"CIONS, AND THE INTERNAt{{?NAL �UIL�I�� CUDE (I.B.C} (2q15 EDITION). <br /> CENTERIJNE GWB GYPSU�A WALI. ��iARD SQ, SQUARE � � <br /> �. � <br /> GLR, CG£AR NDR, HEADER STp. STANDARD '�� � `` 5, DESIGN CRIT�RIA <br /> CQLe CALUMN 'rIORZ. HORIZONTAL St�R. STAGGER �� ��` ftUQf LIV� LOAp . 4 . . . . . . . . . . . . . . . 25 P5� <br /> CON�, CQNi�ECTfnf� I.F'. INSIDE FACE Sl'IFF. STIFFENER FLUOR LIV� LO�D (RESIDENtIAL) . . . . . . . . . 40 P5€' � �� ���.� ��� ��r� <br /> C4NST, CONSTRUGtION INT. INTERIOR STL. STEEL W1ND , . . . . . , � . . o . , , . , . . . . . . . 110 MP�f (� SfC. GUST} , EXPOSURE 8 �„��� ,�`� <br /> COhlT. �pNTiNUOUS JSl'. JOIST STRUC. STRUCTU2E(�L) EARTHQUAKE . . . . . . . . . . . 5EISMIC USE GROUP i SITE GLASS D � �, �� <br /> C°fSK. CQUP4�'�RSINK K KIP5 1400 POUNDS SYM. SYMETRICAL EXISTING E3EAMS , . . . , ' �;�� `�� �,� �r <br /> ( ) ALL.OWABLE SOfl. �RESSURE . , , . . . . . . , . 1500 PS� {Natural sails ar compacted fiill) h �fi'� �,�x.,�� �,., <br /> �J�L.. DOU�L� LAT, LATERAL T. TOP SUILS ENGiNEER OR 9UlLf ING UFFICIAL VERlFY v�� �� `�`� �, <br /> �, �lA, DIAM�T�R L.F. LINEAL �EET ihiRD, THREAD(ED) ��+�- I�� l-,~ � �• �-,��> <br /> DIAG. �iAGONAL MAT'L MAT�RIAI. TMPRY. TEMPORARY ��,'' �` ` �� �� � <br /> �IAPM. DIAP�RAGM M.�. M�CHIN� BOL`i' (�1�07) T.�. TOP OF.,, 6. STRUCTURAL DRAWiNGS $I�ALL. 9E USED IN CONJUNCTI�N V'�ITH AR�HITECTURAL DRAWINGS FOR �lnDING AND ��� ��... <br /> do DITC�3 (D� OVER) 1�.D. MID-DEPTN TRANS. TRANSVERSE C4N5TRUCTIpN, CO�TRACTO� SNALL V�RIFY DIMEN5IQNS AND Cp�iDll'10�dS �0� CO�PATI�ILItY ANO SMALL NOTI�'Y ,, ,�� �:� � �� �� <br /> Q n��H �9�'12. MANUFACTU��R T'fP, TYPICAL ' AF�CHiTECT AN� ENGBNEER UF ANY DISCREPANCIES P�IOR T� CONSTRlJCTION SO NE �1AY �4AKE pR0?E� REVIS80NS � `r� �. ���� � ��,� <br /> �WG. nRAWING �TL. METAL U�C UNIFORM BUILDING Ct7DE 7� TFI� WQRK. � , ��3�;�'���,•���� ��`��� <br /> �WL. DOWEI. (�1) NE4� ME�IBER U,N.O, UNLESS OTFIERWISE �dt�T�D 7. �ON�RACTOR SiiALl. �'ROVIDE T�MPORARY �RACING Ai�D SHORING F0� TN� �TRUCTURE AND STRUCTURAL. CaMPONENTS ���'��`�,%���� <br /> (E) EXI�TItJ� MEMBER �I.S, NEAR SIDE VERT. VERTfCAL � �� �� �� �� ���� .��.,�"'�' <br /> �A, �ACi� �V,T,S. �ar �o scat� V�Y V�RI�'Y UNTIl. Al.L FINAL CQNN�C7IUNS HAVE BEEN CO�IPLE1'ED IN ACCO(�DAN�E WI1'H 1'f�E ?LI�NS. <br /> E.�°. �ACH �'ACE O.G. ON CENT�R YY/ 4VI7H <br /> W.P. WORK PUINT '"�" � � ��� <br /> � 8. CONTRACTOR SNALL �� R�SPONSI�LE FbR ALL fiEQUIR�D 5A�'�'rY PRECAU7l��IS �ND TME d��7HdDS, 1'ECHNI�U�S, , <br /> SEQUENCES AtJD PROC��URES R�QUIR�D TO P�R�'ORM N15 VY�RK. <br /> 9. CON7RACTOR-INlTiAT�D CNAidGES SI�ALL 8E SU��iITTED (N WRITING 't0 7�E ARCNITEC? AND STRIlCT�JRAL EiVGiN��R <br /> fUR APPROVAL PRIOR Za FABRlC�TION OR CflNSTRU�TION, CHA�IGES SHOWN� 0� SHOP DRA�IINGS �NLY WILL NOT <br /> SATISFY 7NiS REQUIRE�t�NT. <br /> 90. DRAWING5 INDIGATE GENER�L ANn TY�ICAL D�TAIIS 0� CO�STRUCI'i(?N. WWER� CONDITION5 AR£ NOT <br /> S��CIFICAL�Y INDiCAT�� 6UT AR� 0� 51MilAR CWARACTER TO U�T�IL5 5HOWN, �IMILAR p�('AIl.S 4F <br /> CQNSTRUCTION SMALL �E UaED, Sl1gJECT °fq REViEW AN� APPROVAL BY THE ARCHMTECT AN� THE �T�UC'�URAL <br /> ENG{NEER. <br /> _`__,_N�yY 11. AlL StRUCTURAL SY5TEM5 WHICH ARc TO 8E E4MPOS�D Uf COMPON�NYS TO �E FIEl.p E�ECTED SHALL �E <br /> BEAM 8d C� 6" O.C, VERIFY . SUPERVI5ED �Y THE SUPPLIER DURING MANUFACTURlNG, p�(�lVERY, NANDLING, STORAG� AND E�ECTION IN <br /> �'�R �'�� A3�i CLIPS PE� ACCORDANCE WI��1 INSTRUCTIONS P�EPARED �Y 1'HE 5U�PL.IER. . <br /> F'L�OR SHEA�WAL�. SCHEDUL� � <br /> �YWOaD 12. INSPECTI0�1: � <br /> EXPANSION BOLTS, THREAnED �X�ANSIO� INSER'iS, AND EPDXY GROU�'�D <br /> INSTALLL�ITI4NS SHALL �E SUPERYISED IN ACC�RD�NCE W1TN 20t 5 IBC, AS � <br /> � R�QUlRED 9Y THE P�RP�IT ISSUING AGENCY AND 7�9E PROJECT SPECI�'ICAI'IQNS BY A QUAl.IfiEU tESTING �G�NCY <br /> � i DESIGNAT�D 8Y THE A�CHII'�CT OR ENGINEER. THE ARCN17�Cr �ND STRUCTt1RAL ENGINEER SHALl. BE �URNISHE� � <br /> � . WITH Ct�PIES OF Ai.l. II�S�ECTION REP9RTS AND TES7 RESULTS. � <br /> �. ��3�C° E"1'�: � m <br /> 2x SQLID E3LOCK(,NG � p <br /> ABO.VE SHEAR'NaL J01$TS f?�R PL,AN <br /> 13. CUNCRE7E SHALL A7TAIN A 28 D�Y STRENGTH 4F f'c = 3,�OU P51 AND �AiX SHAl.L CONTAIN NOT LESS 7NAN 5 1/2 �,j W <br /> PLY. EDGE PIAILING ���1�--_.., SA�KS OF CE�4EN'i PER CU81C YARD A�JD N4 MPRE TNAN S G�LLONS OF 'NATER �ER SACK OF CEM�NT, '� • � <br /> �'�XIS7ING SH�ARWALL SCHEqUL `"-------- S7UDS PER PLAN CqNCRETE DE5{GN 15 BAS�D ON A COP�CRETE STI�EhlGT� OF f'c = 2500 psi � (fl <br /> 2X12J p�yVOpp p�� ' ALL CONCR�'iE EXPO5ED TO W�ATHER SHALL �E AIR-�NTa�INED W{TN AN AIR-�NTRAINING AGENT CONFO��IN(� TO ,� > D <br /> EXI5TI�iG JOIST SHEARWALL SCNEDU I,�.C, THE AMaUNT SWALL 8E �4% -tj- 9� BY YOLUME. � <br /> �X12 CONCRETE DESIGN 15 BASED ON A CONCRETE STR�NGTH tl�' f`a = 250U psL � � � <br /> JQISTS U2�0 JOIST <br /> HANG�R 14. R�INF4�CING STE�L SHALL �E GRADE 64, Fy = 60,OQ0 �51. � � � <br /> U210 JOIJT � � �1 <br /> 15. CC3NC�ETE PROTECTIOhd (C4VER} F'OR R�INFORCING ST��L SHALL �E AS FOLLONJS: � cv �. <br /> HANGER � <br /> !!7 „ <br /> INDICA7ES SHORING PER CONTRAC7Q� , F(70TINGS AND �THER Uid�'OR�d�D SURFAC�S, EA�TH �'ACE v . . . . . . . . . . . . . . . . . . . . . . . . . . . �" � � � <br /> S� � o w <br /> �- � <br /> �������� ����� � �� I � ���� . � � � �� � 16, 60LTS SHALL CONFORM TO d5T�1 A307', EXPAMSION �OLTS SHAi.L 9E ��ARA99L7" �?R APPROVEn �QUAL, {�STALl.�d � � <br /> � �� �� '� ��� IN STRICT ACCnRDANCE WITW THE MANUFACTURER S PU�LIS�1£D RECO��I�NpATI0N5. � <br /> �� � �� ���� <br /> � <br /> 17. Al.L W04b �IATES ANp BI.00KI�lG IN DiRECT CON`fAC°f 'NITH Ct1NCf�ETE OR MASqNRY SNALL �E PRE55UR�-7�EATED � <br /> - WITH AN A.W.P,A. APPROV�� PRES�RVATIV�. � <br /> � <br /> 18. 1'IM�ER CONNECTORS CALLED OUT �Y LETT�RS AND NU�18�RS SHALL �E "STRONG-TIE" �Y SlMPSON C0�lpANY, AS � <br /> 5PEC1�i�p IN TFIEIR CA7AL�G N0. C-C--2016. EQUIVALENT 17EYIC�S BY UTHER MANUFACTU�£R5 MAY 8E ��n n� <br /> EDGE NAILING PLY. SUBSTITUTEQ, PR4VIDED 1`HEY NAV� IC�U APP�OVAL �'OR �QUAl. OR G�EAT�R LOAp CAi�ACITi�S, RROVIDE NUM��R �u� <br /> TO EACH DOlJ3LE ANO 51ZE 4F �ASTENERS ASS SPEGfFiEp 8Y 4�AN�JFACTURER. CONNECT(}RS SHALL S� INSTdLLED IN AGCO�pANCE <br /> A-X6 POS� C� 51`UD WI`�N `fHE MA�lUFACTUR�R'S �ECOMM�ND�1'IONS. WHER� CONNECTOR STRAPS �ONN�CT TWO M�M9EftS, PLACE 4N-WALf�A�' 19 101� <br /> STFZA� LOCAI'10 OF TN� NAIlS OR 9aLT5 (N ,EACH ME�1�ER. ALL BOLT5 !N W44D ME�iBERS SWALI. CONFO�M TQ ASTM A3p7. <br /> PROVIDE WASNERS UNDER THT NEADS �ND NUTS 0� ALL �t7LTS ANn WG SCR�WS �EARING ON W40�D. UNLESS NOT�D CITY Ofi <br /> OTHERWISE, ALL NAILS SH,4LL �E COM�tON. ALL SHI�dS 5HAl.l. BE SEASON�� AND DRIED AND THE SAME G�AD� ��ERETT <br /> {MINIMUM) A5 MEMBERS CONNECTEb. ALl. JOlSTa SHALi, BE Ci3NNECTED T� FLUS1i �EAP�5 WITN "U�' SERIES JQIST �'��mit Services <br /> PLYWUOD PER HANGERS. ALL DOU�LE JOIST B�AP�S �HALL B� CONN�CTER TO FI.USH 9EA�AS '�YITH U SE�lES H�NGERS. <br /> SHEAF2 WALL SCHEDUL� '� <br /> EDGE NAILING PL'(, <br /> TO EACH �OUBLE NEW SIMPSON MSl`48 <br /> 2 - X S�'Uf7S STUD . W% (5�) 10d x 2 1/8" 19� �'ROYIDE SOLiD �lOCKING fOR WOOD COLUM�S AND MULTIPLE STUR POSTS TNROUGH F'l.00RS TO SUPPU(�TS BELq�l. - <br /> C� S7RAP LOCAYION � LONG CQMMON NAII.S-_____ <br /> PLYWOOD PER Permit#: cva3-a35 <br /> SHEAR WALL SCHEDULE — \ � . ���� � �������� SiteAddress: 10025 23RD STSE <br /> ' Owner: KOMOHANA NATHANIEL/WARREN <br /> N�W 51Mf�.SON MST48 �� _ Tenant: [TenNamej <br /> W/ (50) 10d x 2 1/8" ������ P��� /���,����E�� <br /> �' LONG C�OMMON NAI! �____._ �'�4�9�L PA�EL� ��G� �'AS�'�N C��U�I.� a��_o�t�: 3�3uzav <br /> `� � �..� MARK �{��AT�i�N� E�G� NAII� �ttP P��� T� �1d 1 ii+VM�+fg�q-�ryi� Propased Use: SFR DEfACHEQ <br /> EXISTING E3EAM �.`,_,__ �f�W �a.T 4x4 PGS�C ��tA�Ii�p� ����VV����� �R�l����9 �[a�1�� �Ai���`7 F V Description: R N O EPLVWTR HTR�CE BEAM, RELOCATE <br /> t� ���i���i� ���W� l l <br /> — NE4Y 51MPSON HT�5 EKISTING F'OOTING � <br /> �� i-iOLDOW�J 1NITFI 1 �� » A3� CLIP5 � 8�v.c. TO „ Reviewed gy: aate: /' �//� <br /> n 7/16 PLY. or O.S.B. ONE SIDE 3x STUD �d � 3 n.c. , 18d � 3 �o.c. <br /> ` 2ti- 1�d NAILS SINGLE R041( �LK G UR JOIS7 �OfFice Set �at�Site Set Fire/Planning Set <br /> 5�8" DIAM. HOT DIPPED DRILL A 3/4" DfA�i. . <br /> - EXfSTING BEA � GALVANfZED ALL THREAD HOLE T'Q ACCOMO�ATF � <br /> � �IEW P.T 4x4 P�ST �QD 1'M� ALL THEAD RUq ������`„� �����. tw'I A�'. �3 , �C1 1 '7 <br /> � "CHF�U NEW FOUTING <br /> NEW SIMRSON H�T5 EXIS7ING FOOTING � INDICATES 5NEAR WALL TYPE PER Sii�F1RWALL 5CNED�JLE AN� �'LAN� 5. PROVlDE SOLIp BLOGKING, DOUaLE FLOOR JOl�TS OR BEA�1 PEr Pl.Ai�l <br /> HOLqOWN WITN . 1. � UNDER ALL SH�AR WALLS <br /> �J C� �3 : � '7 C�2 �r <br /> 26- 10d N�11La <br /> 3" X3" X 1 �-" °i'� 10. �ACE NAIL PLY'1100D TO �tCH MULTIP�E STUD AT HOLDO'NN LQCATIONS WITH Sl��IE <br /> » HOT DIPPED.f \ 2, S�I�t1�WALL PLY'iY00D � NAILING C�N'iINUES FOR FULL LENGTH OF EDGE NAILIN� PAT(ERN. <br /> 5/8 DIAM. HOT DIPPED - �•� � • \ C7 RA1NN ; KY,'�'�- <br /> WALL S�CTION U.N.O. <br /> GALVANIZE� ALl� THftEAD DRILL A 3/4" DIAM. GALVANIZED '� „ „ „ 11. 5EE GENERAI. STRUC?URAL NO�rE5 SHEET S1. <br /> HQLE TQ ACCOMODATE PLA7E WaSH�€t ���',�T�T'° �, ALL ANCHOR �OLT5 SNALL HAVE 3 x 3 x �,229 HQT DIPPED GALVANIZED PLATE WASWERS. <br /> ��D THE ALL THEAD ROD �'' N�W FOOTI�JG � �AL�: �/$u� .� �_�u <br /> 3" X3" X 1/�" HOT DIPPED p�� p�p, �t. SOLID BLOCK AL� UNSUPPORTED PANEL �DGES PcR SNEAR �VALL SCM�pULE. <br /> HOT DIPPED �:.r���� � � ��� ��` HOT DIPPED GALVANIZED NUT d���I�yfJn�I ���'�'i�l�t� d�t� ��:t�i,il��d <br /> GALVANIZED 5. NAILING APPUE� TO ALL �ANEL �t?GES TOP AND 801T4M PtATES AND �DGE BLOCKING. <br /> PLAI'E WA�H�R ------- �`���/�GALVANlZED NUT � Ft?f�hl� �'rnj�ct T'+� Irac��td�: <br /> 6. STAGG�R EDGE NAIUNG AT ABUTfING �LYWOnD EDGES, <br /> ��� ��1��1 ��' � �L �P,��� � �������'�V �� � �'�'� ���� �4 p�u����� � ��������� <br /> 7, USE 8r1 (2 1/2" X 0.131" COMMON i�tiil.S) <br /> � �lec���i��l � �ir��l��'r� <br /> �. FIELD NAIL �LYWUOD Sk�EEA�Z WAl.LS W/ Sd � 12"o.c.. � ����$�IG�1 <br /> � � <br />