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<br /> ����R A L �T R U�T U R A L� N CJ T E� {THE FO���WlNG APPLY UNLESS SHOWN QTHERWISE QN TNE P�ANS,) ��t�� ��,
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<br /> A. GENERA►_ 5. A�L ABANDQNED FQQTINGS, 11�lLITIES, ETC. TNA� INTERFERE WITH NEW CONSTR�JCTION F. GA�PENTRY: 7. W�OD FRAMiNG -- Tf-{E FOL�.OWING APPLY UNLESS OTHERWISE 5HOWN ON �HE PLANS: IF TI-IERE ARE ANY CDNFI.ICTS WITHIN THE PERMlT DOCUMENTS W1TN THE QTNER DESIGN ,�. ��� ���
<br /> SNALL 8E REMQllED. TRAD�� (5lJCN AS PL�IMBING, MECk�A1�ICAL, EL�CTRICAE., ETC}, TH� ��RUCTl1RAL �NGINEER �� ''� ����" � �
<br /> 1. A�L MATERIAI�S, WORKMANSFIIP, DESIGN, AND CONSTRUCTlON SHALL CONFORM TO 1. FRAMING LUMBER S�ALL BE GRADED AND MARKED IN CQNFORMANCE WlT}-I WCLIB SNALL BE CONTACTEQ BEFORE CONSTRUC�ION PROCEEDS FURTNER. IF TNERE ARE ANY ��`� �`'��� `���
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<br /> 7.1 A�L WO�D F�A�IN� DETAILS NOT SHQ�1� OTNER�MSE SHALL 8E CONSTR�JCTED T� �������� �������
<br /> � TNE DRAW{iVGS, SPE�IFICATIONS, AND THE 2015 INTERNATIONA� BUILDING C�DE �IBC�. 6. CONTRACTOR SNALL PftOVIDE FOR DESIGN AND IIVSTA�LATION OF A�L CRIBBI�1�, GRADING RULES F�R WEST C(7AST Lt1MBER, LATEST ED{TION. ALL L�JMBER Sf-�ALL MEET TO THE MINIMUM STRNDARDS OF TNE lBC. MINIMl1M NAI�ING, Ufi��ESS �TFiERWISE NaTED, SHA�� DEFICIENCIES �R OMISSIONS TNAT ARE DISGOVERED WITNIN TNE PERMIT DOC�IMENTS, THE
<br /> SNEATNI�IG, A�1[� SNORIE�G REQ�IftED TO SAFELY RETAIN EXCAVATIONS. TNE FOL.L�WING STA�fDAE��S, EXCEPT VV!-IERE QTFIERYViSE N�TED 0� TNE FRAMING PLANS: CONFflRM T(� TAB�.E 23Q4.10.1 OF TNE {BC. CQQRDINATE TNE SIZE AND LOCATION OF ALC ST��CTUF�A�. ENGINEER MUST B� CONTACTED BEFORE CQi�STRUCTIQN PROCEEDS FURTHER. IF
<br /> 2. STRUGTU�AL DRAW3NG5 SNALL BE USED 1N CONJUNC3IQN WfTH ARCHITECTURAI� OPENINGS WITH ARCHITECTURAL DRAWINGS. TNE N�ME--OWNER, THE ARGHII�ECT, OR TNE CONTRA�TOR (S AINARE OF A DEFICIENCY,
<br /> DftAWINGS F0� BIDDING AND CONSTRUCTION. CONTRACTOR SNALL U�RiFY DIMENSIC}I�S 7. SQ�� SETTLEMENT: �QR ANY GONCERN5 WITN PREVENTING SETTLEMENT AND STABIL(ZING MEMBER SIZE 5PECIES GRADE DESIGN STRESS OMISSION QR CONFLICT !N THE P�RMIT DQCUMENTS AND CFIOOSE5 TO NOT �ONTACT THE � .
<br /> AND CONDITIONS FOR GOMPATIBI�.ITY AND SHAC..L NOTIFY TNE ARCHfTECT AND THE SLQPES, A GEOTEGHNICAL EN�INEER SF3QULD BE CQNTACTED. THE FO�JNDRT#ON QESIGN IS 7.2 WALL FRAMING: AL� STUD WALLS S1�OWN A�� NOT 01�HERWISE NQTED SHAL[� 8E STRUCTl1RAL ENGINEER, �I1-IEN TNE RESPONSIBI�ITY FQR DEFfGIENCY, OMISSION OR CONF�.IGT p
<br /> STRI�CTIJRAL ENG(NEER ABQUT ANY DISCREPANCI�S PRIOR TO CONSTRUCTION. SEE �NE BASED 11PON TNE STANDARD ASS�JMPTIQN� ALLQINED BY THE C1TY OF IN�ERNATIONAL. TFIE JOISTS AND RAFTERS 2x, 4x HEM.FIR �2 Fb = 875 PSi �� �t SHIFTS TO �-#E DISCOVERER, IF TN� 5TRUCT�IRE CAN�lOT BE BUILT AS SNQWN 1N TNE �
<br /> 2x4 STIJDS � 16 oc AT INTERIOR WALLS AND 2x6 STUDS t� �6 AT EXTEftIOR WAL�.S. TWO .
<br /> ARCHITECTURAL D�AWINGS FOR ALL DiMENSIONS A�3D F�}R TNE EXACT L�CATIONS AND ACTIJALLY SOILS OF TNIS SITE HAVE I�flT BEEN REVIcN1ED BY AN ENGINEER. ESTIMATING SQIL _ PERMIT DOCUMENTS, THE STRUCTt�RAL ENGINEER MUST BE C�NTACTED BEFORE CONSTR�C�IQN �
<br /> DIME�IS(ONS flF DOOR AND WINDOW OP�NINGS. PROPERTIE� IS OUT5IDE CIF� THE ��PERTISE OF TNE STRUCT�IRAL E�GINEER. BEAMS AND STRINGERS: 6x AND D�UG.FiR �1 Fb 1350 PSI STl1DS MINIM�JM SNA�L 8E PROUIDED AT THE END 0� A�l. WR��� AND AT EACH SIDE QF ALL PRO�EEDS FURTNER.
<br /> �ARGER OPENI�VGS ANO UNDER THE ENDS OF ALL BEAMS. �JNL.ESS NOTED flTNERWI�E, A �2�2x6 �-' ,
<br /> H�A�Eft SHALL BE PROVIDED OVER ALL OPEN(NGS 1N EXTERIOR �JALLS A�ID INTERIflR BEARING �
<br /> 3. CONTRACTOR SNAL� BE RESPO�iSIBL� F4R ALL SAFETY PRECA�ITIONS A�ID T�1E IN A�DITIQN, ANY CONCERN� WITH �JNDERMI�I#NG OF TH� FO�INDATlONS, SETT�..EMENT OF TNE WALLS UNLESS NOTED OTHERWISE. S�Lia B�(?CK(NG FflR WQOD C0��1�fNS SFIA�� BE PROVIDED M U
<br /> METNOQS, T�CNNlQ1JES, SEQUENCES AND PROCEDt1RES REQ�(RED TO PERFORM HIS WORK. FO�iNDATI�NS, DRAINAGE, EROSION, OR GftOUNONIATER �1QVEMENT SN4l1LD SE RESOLVED WfTN PQSTS AN[� TIMBER�. 6xfi AND DOIJG.FIR �1 Fc = 10�0 PSI T3�R�7UGN F�OORS TO SUPPORT BE��W. PROVIDE CONTINUOUS SO�ID BLOCKING AT � �
<br /> STRUCTI�RAL DE�iGN OF TNE B111�DfNG IS BASED ON RESISTAN�E TO DEAD LQADS, GODE A GEDTEGH�ICAL 4R CIV(L E�GINEER AND TNE BUILDING DEPARTMENT. 6x8 Fb = 1200 PSI MID-FIEIGHT OF ALL ST�1D WALLS QVER 8' iN HEVGHT. FAGE-NAIL ALL Ml1LTl-STU� POSTS „�'
<br /> SP�CI�IED LATERAL LOADS, AND MAXIMUM �XPECTED SERUICE L.OAQS. NO CON5IDERATIOf� TDGETHER W1TH �Od NAILS C� 12�oc STAGGERED �XCEPT AT 5HEAR WAL�S. �{�R TNE SNEAR �
<br /> HAS BEEN GIVEN TO LQADS WNICH W1LL BE )NDUCED BY ERECTIO� PROC�DURES. THE D. CONCRETE TOP AND BOTTOM PLAT�S, 2x HEM.FIR �2 Fb = 875 PSI � �
<br /> CONTRACTOE� SNALL VERIFY, TO TNE SATISFAC110N OF �iIMSE�F AND TNE OW�IER, THE STUDS ANQ MISC �RAMING: WALL.'S MUL.TI-STUD POSTS, SEE Ti-IE SNEAft WALL SCFiEDUL� FOR FACE NAI�ING. �.,
<br /> ABILITY OF 7HE STRUCTURE TO RESIST AL�. EREC�f�N L�ADS WlTHflUT EXCEEDIN� THE 1. �L1IMATE STRENGI�N DESIG� PER TNE IBC AND ACI 318. �
<br /> A�LOWASLE STftESSES OF THE MATERIALS U5E0. WN�RE ERECTION �OADS W�UL.D ALI� Ll1MBER WITN A LEAST DIMENSIQN OF 2» �NOMINA�} SHALL 8E STAMPED A�L STE1D WALLS SNOWN ON STRUCTURA� DRAWINGS SNALL NAVE THEIR BOTTQM �
<br /> OVERSTFZESS THE STRUCTUR�, THE CONTRACTOR SNALL S�BMIT aESIGN DOCEJMENTS FOR 2. CONCRETE �NAI.L SE A MAXIMUM �F 'S-1 f 2 SAC�{' MlX, SHA�L NAVE A 28-DAY SU�FA�E-DRY AND SHALL HAVE A MOISTIJRE CONTENT W�EN SI�RFACED AND WNEN PLATES ATfACHED TO WOOD FRAMING BELOW WITH 16d NAI�S AT 12"ac STAGGERED OR TO � �
<br /> TEMPQr�ARY BRACING A�1D STRENGTNENING, INC�UDING FABRICATION AIUD ERECTION STRENGTF{ OF f'c = 25Q0 PSI, SHA��. NAVE A WATER-TO--CEMEN� RATIO BETWEEN 0.35 AND INSTA�.�.ED OF NOT M�7RE THAN 19 PERCENT. �UMBER WITN A LEA�T DIMEN510N OF� 4" T�fE COi�CRETE WITH 5�8" DlAMETER A�ICNOR B��TS AT 4'-�"�c, EM�E�DED 7" AND SNALL �� C� �O �
<br /> DRAWiNGS, TO TNE ARCHfTECT FQR REVfEW, 7MESE DOCUMENTS SHAL.L BEAR THE �TAMP p.�}5, A�D 5HALL NAVE A SLL}MP OF 5" OR LESS. WA7ER SNA�� NQT 8E ADDED ON-SITE: (NOM{NAL� OR GREATER SNALL BE STAMPED SURFACE-�f�EEN AND AIR-DRIED TO A MOIST�JRE HAVE HOT--DIP-GALVANIZED SIMPSON BPS 5/8-6 P�ATE WASNERS U.O.N. ON TNE SHEAR �,.� � �}
<br /> OF A WASNINGTON STATE STRIJCTl3RAL ENGINEER. THE CONTRACTOR SF�ALL PROVIDE, AQDING WATER QftASTICALLY ��DUCE� THE STRENGTH OF TNE CONGRETE. CE�NTENT OF NOT MQRE TNA� 1� PERCENT PRIOR TQ ITS USE IN FRA�ING TNE STRI�CTURE. �N��-�- ����d��.�: �NEAR WAL�S NAVE SMALLER SPAGIN� 0� NAI�S AND BOLTS, �� �n
<br /> INSTALL AN� IF NECESSAftY REMOVE S�lCN TEMPORARY W(lRK AS REQUIRED. � � ,��,
<br /> 4. CONTRACTOR-INITIATED CHANGES SNA�� BE Stl�M1TTED I�I WRITING AND IN THE C�NCRETE MIX SHALL HAVE "F�Y ASH" S�1CH TNAT TNE FLY A5H ftEPLA�ES 20% 2. MANUFACT�IRE� L�MBER SNALL 8E MAN�FACTURED BY 1RUS JOIST MacMI�LAN OR 7.3 ROOF FRAMING: TQENAI� JQISTS TO BEARING SUPPORTS WITN 16d NAI�S f�ND ADD � �
<br /> QftAWINGS TO TNE ARCHITECT AI�D THE S1RllCTURAL ENGINEER FOR APPRaVAL PRIOR TO �� TNE CEMENT BY VQ�UME, TNE CONCRETE MIX SNA�L BE SUBMITTED TO TNE STRUCTl1RAL APPRflVED EQkJRL. REQUESTS FOR APPROVAI.. A5 EQUAL WI�L REQl11RE Sl18MITTA�. OF THE SIMPSQN TIES S�OWN lN TNE STR�1C�fURA� DETAI�S. �JN�.ESS OTNERWISE NOTED, ATTACH � CCS C�
<br /> FABRICA110N �R C4NSTRUCTfON. CHAN�ES TNAT ARE SHOWN 0�1 SNOP DRAWINGS QR ENGI�IEER Al� �EA51� �NE WEEK BEFORE THE CONCRETE POUR IS SCNED�JLED. °'NATI0�IAL EVAL�IATIO{� REPORTS". TNE MINIMl1M ALLOI�ABLE DESfGI� VALUES; JOISTS T� FLUSH NEADERS OR BEAMS WITN SIMPS�N "Ll1S� SERIES METAL JOIST HANGERS TQ � �
<br /> � SU1T JOIST SIZE. FACE-NA1L A�L MlJLTI-JOIST BEAMS TOGETHEft WIT�-{ lOd NAILS C� 24"oc � •� C�
<br /> THAT ARE DISCUSSED IN PNONE CA��S AND EMAILS ONLY DO NOT SATISFY THl5 pRECAl1TI0NS WHEN P�ACIN� CONCRETE IN NOT WEATHER ABOVE 70 DEGREES F PSL - Fb = 290Q PSI; Fv = 290 PSI; E = 2,200,OOQ PSI STAGGEftEO� �� � �
<br /> REQUI�cM�NT. ALL CHANGES MUST NAVE THE STAN{P OF THE STRUGT�RAL ENGIi�EER. SNO�JLD BE TAKEN TO AV�I� SNRINKAGE GI�ACKING. � � � .
<br /> 5. ALI. STRUCTURAL SYS7EMS THAT ARE TQ 8� FIELD EREC1�0 SNA�L BE SE�PERViSED 3. SHEATNING SNAL� BE APA PERFORMANCE RATEQ PA�IELS PER APA '�PLYWOQD DESIGN 7.4 (�AI�S SHA�L BE MANUFA�TURED lN CANADA QR TNE UNITED STATES IN SIZES A�D
<br /> THE CONCRETE MIX DOCUMENTATION SNAI.I. INCLUDE 3F(E AMO�JNTS �F WATER, CEMENT, SPECIFICATION,# INCL4lDING APPLICABLE 5UPPLEMENTS, 1JNLESS NOTED OTHERWISE. PANELS TYPES A5 FOL�OWS, UN�..ESS NUTED OTNERWfSE:
<br /> BY TNE SUPP�IER DURING MAN�IFACT�JRING, DELIVERY, HANDLING, STORAGE AND ERECTION �-�Y ASN, FINE AND C4ARSE AGGREGATE, ADMIXTEIRES, S��1MP, AND �Q��RETE YIELD AND MAY BE P�YWOOD �R OSB AS LONG AS TI�EY MEET TME REQUIREMENTS �ISTED HERE.
<br /> IN ACC4RDAiVCE WITN INSTRUCTIONS PRE�AREQ BY THE �IIPPLIER. SUBSTANTIA�I�G STRENG�fN aATA IN ACCQRDANCE W�TH ACI 318, SECTION 5.3. PANELS SHALL BE GRADE CD AND ALSO CONFORM TO DOC PS-1 & PS-2. AL� PANELS PNEUMATIC NAILING �,
<br /> SNA�L BE 1C�EI�TCFIED AS EXPOSURE 1. PANEL ftATI�lGS SNALL 8E AS EOLL�WS: �d = .131 DIAMETER x 2-1 f 2" MINIMUM �.ENGTN
<br /> 6. PRE-MANUFACTURED, PRE-ENGINEERED STRUCTURA� CQMPONENTS AND ALI� COC�CRETE SNAL� BE A1R-ENTRAINED WITN AN AGENT GQNFORMING TQ IB� SECTIQ� 10d = .131 DIAMETER x 3" MINIMtJM LENGTN � �
<br /> NON-ST�IJCTk�RA� COMPONENT� SMA�.L BE DE�IGNED BASED ON THE CRITERIA PRESENTED 19�4.2. T�TAL AIR CONTENT SHA�.L BE 5�. FOR TNE �ONCRETE, BECAI�SE THE CARBON IN P�YWOOD �NOT QS8}; 16d = ,148 DIAMETER x 3--1 f2" MINIMUM ���GTN " �
<br /> fN TNE PERMiT DQC�MENTS. TNE COMPON�NT DESIGNER IS RESPONSIBLE F�R CODE -��{� ��� ASN ABSQRBS AIR-ENTRAfNMENT AaMIXTURE MORE AIR--ENTRAINME�IT ADMIXTt1RE � �
<br /> CONF�RMANCE, TEMPQRARY AND PERMANENT BRACING AND RLL �1ECE�SARY WI�L BE REQUIRED TO MEET THE 5� AIR CO�TENT REQUIREMENT. ADMIXTl1RES OTNER TNAN R�OF; 1 f 2" TH1CK, 2�4 f 0, (OR 7/16" TNICK, 2�-/Q� 20d = .192 QIAfi�ETER x 4� MINIMI�M LENGTH � C�
<br /> CONNECTIOi�S, INCL�DING CONNECT�QNS TO TNE PRIMARY STR1JCTlJRE, NOT SPEC(FICA�LY F�R AIR-ENTRAINMENT M�1ST BE APPROVED BY TNE STR�CTURA� �NGINEEft. � �
<br /> CA�LED C}UT ON TNE ARGFiiTECTIJRA[� OR STftUCT�1RAL C�RAWINGS. SH(�P DRAWINGS PLYWOOD OR OSB: NA�D NAILING h��"
<br /> SHA�� INDfCATE THE MAGNITI�DE AND DIftECTI{�N OF AL�. �dADS IMPQSED ON �HE 3. REINFORCING STEEL SHALL BE DEFORMED BAftS CONF�RMIN� TO ASTM A615 (INGL�JDING WALLS: 1�2» 1"NfCK, 24 f Q, �OR 7 f 16" THI�K, 24 f 0� 8d = .131 DIAMETER x 2-1/2� �� ,
<br /> r�I�#ARY STRUCTIJRE, �NOP DftAWINGS A�D GALC�JLATION� SHALC BE SIJBMI7�ED TO 10d = .1�8 DIAMETER x 3" � �
<br /> STRONG WORK STRUGT�JRA�, INC, FOR REVIEW. SUPP�.EMENT S1), GRADE 6Q, Fy = 60,000 PSI, UNLESS OTHE�WISE fUO�D QN TNE PLANS, ROOF SHEATHING SHALL BE PLACED WITH 16d = .162 DIAMETER x 3n 1 f 2" � � ,
<br /> G�AIN PERPENDICI�LAR T�} SUPPORTS ANI� NAILED WITN 8d NAILS C� 6"�c TO TNE 2�d = .192 DIAMETER x 4 ���--"
<br /> 7. DRAWfNGS INDICATE GENERAL AND TYPIGAL QETAILS OF CONSTRUCTION. �F{ERE 4. REINFORCING �TEEL SNALL BE DETAILED �INCLUDING NO�KS AND BENDS� (N SHEATHING'S EDGES AND OVER STIJD 1MALLS AS 5HQWN IN TNE FRAMING DETAILS, SHEATNING � �
<br /> CONDITIONS ARE NOT SPEC]FICALLY IN�ICATED, BUT ARE OF SIMfLAR CHARACTEft TO A�CORDANCE WITH ACI 315. LAP ALL CO�ITINUOUS REINFORCEMENT PER �OTE D.S, PROVIDE ,�R�L 8E NAILED AT 12"t�c TO INTERMEDIATE SUPPOR`fS. AT UNB�OCKED �R UNSUPPORTED G. STRUCTt1RAL REVIEW 8Y OTHER �
<br /> DETAILS SNOWN, SIMILAR DETAILS OF CQNSTRlJCT10N SNALL BE 11�ED, Sk�BJEGT TO CORNER BARS A7 A�� WALL INTERSECTIt3NS, �AP CQRNER BARS PER NOTE D.S, LAP ROOF SHEATHING EDGES, PROVIDE APPROVED SHEA1�NING EQGE CLIPS AT 16"�c. � �� �'
<br /> REVIEW AND A�PROVAL BY TNE ARCNITECT A�D THE STRUCTURAL ENGINEER. ADJACENT MATS QF WELD�D WIRE REINFQRCEMENT A MINIM�IM QF 8 AT SIDES AND ENDS. BECAUSE THE STRUCT�JRAL ENGINEER aOES NOT WORK ON-SITE AND DOES NQT ��,�"` � � �
<br /> WALL S�IEATNIN� SHALL BE PLACED WITN THE LONG DIRECTfON EITNER NORIZONTAL�Y CONDUGT INSPECTIONS, THE RESPC�i�SfBI�.ITY OF INSPECTION OF TNE NEW STRUCTI�RE AND THE �
<br /> 8. INSPECTIflI�S: 3NSPECTI01�5 OF TH� P�AC�MENT OF TH� CONCRETE REINFORCING 5. EMBEDMENT AND IAPS OF REI�lFORCII�� STEE�. SNALL. BE AS NOTED BELOW tJ.O.N.: , � �`�
<br /> THE CONCRETE FORMWORK, THE SNEAR WA�LS, THE STEEL STRAPPING, TNE NOLDOWNS,, ' OR VERTfCA��.Y TQ TNE STIJOS AND i�AiLED INITN 8d NAILS C 6"oc MINIMl1M (CLOSER SPACING EXISTING STRtJCTURE IS SHARED BY TNE CONTRAGI�OR> AND THE BUILDING DEPARTMENT S ��
<br /> AND 1NE W�4D FRAMI�3G ARE REQl11RED BY THE INTERNA110NA1. BUILDING CODE. DE�LOPMENT LENGTN 48 8AR DIA. WNERE �IOTED F�}R SNEAR WALLS} AN� AT 1� oc TQ 1NTERMEDIATE SUPPORTS, INSPECTOR. TNE ENG(N�ER S SITE VfSITS ARE N�T INSPEC110NS NOR DOES HE CQNDUCT "'� � C�
<br /> DEVELOPMENT LENGTN, tap bar* 64 BAR DIA, STRUCTIJRAL REVIEWS WNiLE ON 51TE FOR MEE�]NGS. IF THE STRUCTURAL ENGINEER � �
<br /> �. oES��N c��TERIA AT STUDS W3TN NOLDOWNS OR MST STRAPS, NAI�. S�IEATHING TO �ACH OF TNOSE DISC�JSSES A DEFICIENCY IN AN E��MENT OF THE CONSTR�JCTfQN OR THE EXISTING � � ��
<br /> LAP SPLIC� LENG1�{ 6�- BAR DIA. STUDS USING TFIE S�1EAR WAtL'S 'E�GE NAlL' SPACING. AL� STUDS WITH NO�Dt�WNS OR MST STRUGTl1RE, THE#� THAT DISCl1S�lON DOES NOT iMPLY TNAT HE NAS L�OKED F4R QR SFfOULD � �'� t� r
<br /> SNQW �.OAD 25 PSF LAP SPLICE �EI�GTH, t�p bar� 8Q BAR QIA. STRAPS SHALL BE KI�IG ST�10S� LOOK F�R ADDITIONA� DEFICIENCIES, OR TNAT HE APPROVES DE�ICIENCIES TNAT ARE NQT � 1r"'"
<br /> PART OF TNE ORIGfNAL DI�CUSSION, REQUESTS FOR TNE EN�INEER TO REVIEW A SPECIFIC ��
<br /> WIND 110 MPN, EXPOS�JRE "B�, Kzt = 1.0 �TQP BARS ARE N�RIZQNTAL REINF�RCEMENT SO PLACED TNAT MORE TNAN 12" QF SNEATN(NG NAI�S SHA�� BE DRiVEN FLIJSH B�T SNALL NQT FRACT�IRE THE StJRFAC� OF STRl1�TURA� E�EME�T SHA�L SE MADE ONLY ON A ONE--BY-ONE BASIS RATHER TNAN AS A •
<br /> EARTHQUAKE (ASCE) SEISMIC 11�E GRflkJP 1 �le - 1.0} CQNCRETE I� CAST IN THE MEMBER BELOW THE BAR. TNE SNEATHING. OB�SERVATIQN, PEREN�RAIN TR fA IONA�BUILDI��G CQDE, UND�R A ISEPARATESC�NTRA�A�
<br /> R=6.5, SITE CLASS D SEISMIG DESIGN CATEGORY D
<br /> LATfT�1DE: 47.98857 Ss =1.292g, Sms -1.292g, Sds =0.852g Ak�l� HOOKS SHA�.�. BE "STANDARD" IN ACCORDANCE �JITH ACf 318. 4. ALL INTERiOR WOOD MEMBERS IN COf�TACT V�TH GONCRETE AI�D ALL PAINTED EXTERI�7R N. RESPONSIBIL{TY FOR CONSTRUCTI��I
<br /> x �ONGfTUD�; -122.20175 S1 =d.491g, Sm1 =0,741g, Sd1 =0,494g MEMBERS SHALL 8E TREATED WITN SODI�M BORATE (SBX�. EXTEftIOR WOOD BEAMS ANO
<br /> 6. CONCRETE PROTECTI0�1 �COVER} FOR REINF4RCIN� STEEL SHALL BE AS FOLLOWS; RAFTERS QF THE COVERED CANOPY SHALL BY TREATED WITH SBX. TF�E ENGINEER 1S NOT RESPONSlB�E FOR �CNE GORRECT CC}�STRUCT[ON OF TNE
<br /> FOUNDATION DESIGN: STRt�CTURAL DESIGN, HE IS �NLY ��SPONSIB�E F�R PROVI�ING PERMlT DRAWfNGS, THE
<br /> ALL�WABLE BEARENG PRESS�JRE Z000 PSF FOOTINGS AND OT�IER UNFORMED ��1RFACES, EARTH FACE 3"' CONTRACTOR MAY HAVE QUESTIONS ABOUT INTERPRETATION QF TNE PERMiT DRAWINGS. �F �
<br /> EX�ERIQR 1Nfl(}D MEMBERS EXPOSED TO �V�ATHER �IJNPAINTED} SNALL 8E S0, TNE CQ�TRACTOR SHALL ftEQUEST ADDiTIQNAL STRIJCTU�AL DRAWINGS BEFORE �
<br /> LATERA� RESISTANCE SYSTEM: WQ�D DIAPF�RAGMS, WflOD SNEAR WA�LS FOftMED S�RFACES EXPOSED TQ EARTH (i.e. WALLS PRESSURE-TREATED WITN ALKALINE CQPPER QUATERNARY (ACQ}, COPPER AZOLE {CA�, OR CONSTRUCTION PROCEEDS FURTNE�. � y
<br /> SELQW GROUND} OR WEATNER: �_�l�" AMMONIACAL C�PPE� ZINC ARSENA�E {ACZR�. FOR DISCUSSION B�1�OW, „EXTE€21QR-TREATED„
<br /> G. FOUNDATION LUMBER REFERS T� ACQ, CA, Oft ACZA. NOTE �iAT TNESE TREATMENTS CONTAINS HEAVY �p���R�JCTION BEYOND THE BOUNDS OF TN� STRUCT�IRAL PLA�1S AND SPECIF�ICATIONS 15 � ���
<br /> SLABS AND WAL�S (1NTERIOR FACE) ��r METAI�S A�D ARE HfGNLY CORROSIVE TQ �THER METAL�. NtJTE THAT CONTACT WiTH NOT PERMISSIBLE. ALL ADDITIO�S AI�D ALTERATIONS MUST BE APPROVED VIA A NEW � ��
<br /> �. SUB-�RADE PREPARA110N, �XCAVATI{}�1, BACKF[LL, STRUCTURA� �1LL, FILL TREATED Ll1MBER SAW DllST CAN CA�SE IRRITATVON TQ THE SKIN, EYES, THROAT AND L(JNGS. ,����URAL DRAWING WHIGN NAS BEEN STAMPED BY THE ENGINEER. ��
<br /> P�ACEMENT, DRAINAGE, DRAfNAGE MATEREALS RND COMPACTION SNALL C�INFORM TO E. STRUCTIJRAL STEEL A��. METAL GONNE�TQR5 {SEE BEI.OW) 1N CONTAC� WIT� EXTERIOR-TREATED LI�MBER SHALL ���
<br /> SPECIFICATION REQkJIREMENTS OF TNE GEQTECHN{CAL ENGINEER`S REPORT A�30 STANDARD BE 5TAINLESS STEE� A315 �R A317, (F EXTERIOR-TREATED LUMBE� IS ACCIDENTIALLY USED TF4E CONTRACTQR IS RESPONSlBLE FQR NOTiFYI�G T}-�E STRU�TEJ�AL ENGINEER, VIA TNE ��� � �
<br /> PE�ACTlGE. TNlS PftOJECT IN PARIICULAR HAS SPECIAL REQUIREMEi�TS F�R IN 1�HE INTERIQR OF THE STRUCl1Tl�RE A�L METAL CONNECTORS SNALL BE HOT DIP ��
<br /> OVER-EXCAVATION OF THE TOP SQIL T� GET D(�WN TO DENSE IJNWEATNERED SOILS. 1• ANCHQR BQLTS AND TNREADE� STUDS SNALL CONFQRM TO ASTM A307 AND HAVE A ' A�CHITECT OF A1�Y CHAC�GES BY SE(�DING ALL �F THE F�LLQWING; (A� TNE REVISED
<br /> ,� GALUANIZED TO G185. �META� CONNECTORS" iNCLUDES WASNERS, NAI�S, SCREWS, N�TS, AND � �
<br /> WE�DED HEAQ. EMBED SHEAR WALL ANCNOR BOLTSjRO[�� A MINIM�JM �F 7 INTO CONCRETE. SCMPSON NANGERS, STRAPS, AND PLATES, AND 80LTS LESS TNA�1 1�2" DIAMETER. ELEVATIONS, ROOF AND F�LOOR PLANS AND �8� VERBAL DESCRIPTION VIA PN�NE �R IN
<br /> CONSTRUCTION W�RK, INCL�JDING DRAINAGE, SHORING AN� SI�CH OTNER RE�ATED PEF�SON, AND (C} A SUMMARY C�ESCRIP110N ITEM-BY-ITEM DESCRIPTCO� 1(� AN EMAI�. IF �� ,
<br /> WORK AS REQUIRED SHAL� BE CQND�JCI'ED UNDER DIRECTION OF TNE CONTRACTOR THE 2. P�.ATES, HARS AND OTHER ROLL.ED SNAPES SHALL C{7NFOR3� TO ASTM A36, Fy = 36 THE ENGINEER IS N�T INFORMED OF DESIGN CNANGES IN TNI� MANNER, THEN HE IS NOT ��� ��
<br /> GEOTECNNICA� ENGINEER AND PER TNE C(TY'S RE�UIREMENTS. � KSI. S1�EEL PIPE SNA�L 8E SCN�DULE 40 CONFflRMI�G TQ ASTM A53, TYPE E 0� S, GRADE � „ RESPQNSIB�E FOR THEIR EFFECT �N THE REST OF THE STRUCTIJRE. AL.�. CHRNGES MUST BE �� ���
<br /> B, Fy = 35 KSL STRUCTURAL TUBING SHAL�.. CQNFORM TO ASTM A500, GRADE B, Fy = 46 6, S1MP NOTATIQ�IS ON DRAWINGS RELATING TO FRAMING CLIPS, J01ST F€ANGERS AND APPR�VED BY TNE ENGl1�EER I�( NEW SIRUCTIJ�A� DRAWINGS V�TH HIS ENGINEERING STAMP �
<br /> KSL ROtJND STR�CTURAL TUBING SHA�L �E Fy - 42 KSf, OTHER CQNNECTING �EVECES REFER TO GATALOG �IJMBEftS OF CO�VNECTORS MANIJFAGT�RED AND SIGNATEJRE.
<br /> 2. FOOTINGS SHAL� BEAR ON SOLIQ UNDISTl1R8ED DENSE NATIVE SQI�. BY THE SIMPSON STRONG-TIE Ct7MPANY, SAN �EANDR�, CALIFORNIA. EQUIVALENT DEVIC�S ��
<br /> 3. A�� WELDING SNALL BE IN CONFORMANCE INlTH AISC AND A�IS STANDARDS ANQ SFIA�L BY OTNER MANUFA�T�IRERS MAY BE SUBSTIT�JTED, PROVlQED TNEY f-{AVE ICC APPROVAL FOR N�TCHIi�G OF� BEAMS, JOISTS, STUDS, AND POSTS (S STRiCTLY FflRB1DDEN. HOLES MAY
<br /> 3. �OOTIiV�S MAY B� POURE� IN NEAT EXCAVATIONS, INSTEAD OF WfTN FQRMWORK, BE P�RFORMED BY WABU CERTIFIED WELDERS �1SING E70XX E�ECTR�aES. WELDS, UN�ESS EQ�3AL {�R GREATER LOAQ CAPACITIES. S�IBMIT MfiN�JEACTURER'S CATA�OG AND (CC REPORTS g� pRILLED IN �EAMS, JQISTS, STUDS AND PQSTS ONLY WITF{ TNE LOCATION-SPECIFIG
<br /> PRQVIOE� SIZE IS INCREASED 3" AT EACN INTERFAGE W�TH SQIL. OTNERWISE NOTED, SHA�� BE 3/16" CQNTI►�UOl1S FI�LET WEI�DS. WELDS SNOWN O1V DRAWINGS TQ ARCHfTECT AND ENGINEER FQR REVIEW INHEN REQUESTING SUBSTITUTlQNS. ALL SPECIFIED APPROVAL BY THE 5TR�ICTURA� ENGINEER: A�L NOLES MUST BE APPROVE� BY TNE
<br /> ARE MINIMUM SIZES. INCREA�E WE�D SIZ� TO AWS MI�IMUM 51ZES, BASED �N PLATE FASTENERS MUST BE USED AND PftOPER INSTALLA�ION PROCEQIJ�ES MUST BE 08SERVED 1N E�VGINEE� IN A NEW STRIlCTURAL DRAWING W1TN FIIS ENGINEERING STAMP AND SIGNATIaRE.
<br /> 4. F0011NG EXCAVATIONS SNAL� BE NAN�-C�EANED PRIOR Tfl PLACING CON�RETE. TNICKNESS. SEE REINFO�CING NOTE FQR MATERIAL REQ�JI�EMENTS �F WE�DED BARS. ORDER TO �BTAIN ECB� APPROVEQ LOAD CAPACITfES. VERlFY THAT THE DIMENSIONS OF TNE E�CEPTION: HOLE5, 3 4" OR �ESS, FOR ELECIRICA� WIRES AND P�PE MAY BE DR1�.�ED AT
<br /> SIJPPORTI�G MEMBER ARE Sl1FFICIENT TQ RECEIVE THE SPECIFI�D FASTENE�S. � CITY API'ROVAL STAMP HQ�:
<br /> WELDING PROCEDURES SHALL BE SUBMITTED TO TNE �WNER'S TESTING AGENCY FOR REV(EW �ID-DEPTN OF TNE FLOQR JOISTS OR STlJDS AT ANY LQCATION A�.ONG TNEIR LENGTH WITFI A
<br /> BEFORE STAR�iNG FABRIGA�[ON QR ERECTION. ALL WELDS SNALL BE VISIJA�LY INSPECTOR AT MINiMUM OF 3" BETWEEN HOLE5 AND 6" TO TNE END OF T{-�E JO(ST�STUD.
<br /> TNE P�ANT BY A QUA�IFIED INSPECTC�R. F
<br /> AB �REVIATIO�� �Y�BC��'�
<br /> (TNIS IS A GOMPREHEN5IVE LIST OF ABBREVIATIUNS, SOME OF WNICH MAY NOT APPEAR ON TNESE DRAWiNGS.)
<br /> E-W EAST-WEST GALV GALVANIZED MAX MAXIMUM P�WD FLY PLYV��OD T TOP
<br /> AB ANCHQft BOLT CA COPPER AZOLE ��t1MBER TREAT�iENT) EA EACH GL8 GLl1E-�AMINATE� BEAM MECH MECHANICAL PREFA� PREFABRICATED T&B TOP AND BOTTQM
<br /> ACI AMERICAN CONCRETE (NS11Tl1TE CIP CAST-IN-PLAGE EF EACH FACE GWB GYPSUM WAL� BOARD MFR MANIJFACTURER PROP PROFERTY TB�G TONGlJE AND GE�OOVE �C} CENTERLINE � SECTION MARK
<br /> ACQ ALKALINE C�PPER QUA�ERNARY {�UMBER TREATl�ENT� CJP GOMPI.EI� JOINT PENETRATI4N EL ELEVA�IQN GYP GYPSUM MIN MINIMt1M PSF P0�1�lDS PER SQUARE FOOT TEMP TEMPERATURE � OEAMETER; �OUNQ X
<br /> ACZA AMMONIACAL COPPER ZINC ARSENALE ��� �L�A�R�I�� ELEC E�ECTRICAL MISC MISCELLANEOUS PSi P(IIJNDS �ER SQUARE INGH THD; THRD T1�R�ADED � NUMBER; P4UND
<br /> ADDL ADDiTIONA� EI.EV ELEVA110N N, HORIZ HORIZ�NTAL PT PRESSURE TREA`I�ED TNK THICKNESS T� �7 C+ t-�1�TC+
<br /> ADJ ADJAC�NT GMU CONCRET� MASONRY t1NIT ENGR ENGINEER HDR NEADER N NORTN THRU THROUGH 1�� Y I►_7I V lv �.7 :
<br /> CONG CONCRETE REINF REINFORCE; REINFORCING
<br /> A1SG AMERICAN INSiITUTE OF STEE�. CONSTRIJCTIQN EOR ENGINEER OF REC{}ftD FCNG HANGEft N-S NOR7H-St�IJTN TQB TQP 4F BEAM
<br /> CONN CONNECTION CONNECT ftEQ D REQUlREO TOC TOP OF CONCRETE; T4P OF CURB
<br /> ALT ALTERNA�E � EQ EQUA1. HOR1Z MOR[ZONTAL NA NQT APPLiCAB�E :
<br /> CONSTR CONSTRUCTIQ�! RO R(}UGH OPENlNG ��F TOP OF F0011NG
<br /> ANSI AMERICAN NATIONAL STANdARQS INSTITUTE EQUIP EQUIPMENT HSS NOLLOW STRI�CTURA� SECTION NF NEAR FA�E - - - �` -
<br /> APA AMERICAN PLYWOQD ASSOCIATION CQNT CONTINtJOIJS ES EACN SI�� HT NElGHT NFPA NATIONA�. Ft7REST PftODUCTS ASSOCIATION TQM TOP Q� MASONRY
<br /> CONTR CONTRACTOR TOS TOP OF STEEL, TOP OF STRUCTURE _f_�_ ___
<br /> APP�OX APPRQXIMATE; APPRQXfMATE�Y EW EACN WAY NQf� NOMINAL .,_,..... ....,..,,,,,,,,.
<br /> COORD COQRDINATE TOW TOP QF WA�..
<br /> ARCH ARCHITECT; ARCHITECTIJRAL EX EXISTING iBC INTERNATIC�NAI, BUILDING CODE NS MEAR SIQE SBX S�QIUM BORATE TREATED LUMBER
<br /> CTSK COUNTERSINK; GtII�NTER5UNK EXT E}�TERIOR ID INSlDE �fAMETEft NTS N�1" TQ SCALE SCHED SCNEDULE �+
<br /> ASSOC ASSOCIATION �� ����� ����. INGLI�DE; INCLUDING; INCLUSIVE SE STRUCTURR� ENGINEER ������ TRANSVERSE P E R MIT �.7�T
<br /> ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS TYP TYPICAL
<br /> AWS AMERICAN WELDING SQCIETY �� �� C���� ���� EDN FOUNDATfQI� fNFO INF�RMA110N °� �� ���r�R SEAW SE ASSOCIATkON OF WASHINGTQN
<br /> CY G1381C YAR� Ff FAR FAGE, fINfSHED FLOOR INT 1NTERIOft 00 QUTSIQE DIAMETER SECT SECTION �1L UNDERiNRETER'S I.ABORATORY, INC.
<br /> F�R F�QOR; F1.00R LINE �F OUTSIDE FACE UON UNLESS OTNERWISE NOTED DATE: APRiL 2�17
<br /> B�F BAA OO�i �'ftAME d PENNY (NAI�S} �QC FACE OF CONC�ETE K KIP = 1000 POUNOS QH OPPOSiTE NAN� SIl� SIMILAR
<br /> D8L D�7llBLE FOM FACE OF MASONRY KSI KIPS PER SQUARE INCN (�PNG OPENING SIMP SIMPSON 5TRONG-TIE COf�PANY V; VER7 VERTICAL DRAWN: MNC
<br /> B�DG BUI�DING DEPT DEPARTMENT FOS F�ACE OF STUQ OPP OPPOSITE SJ SHRINKAGE JOiNT
<br /> �3f� � BEAM ING DIA D(A�9ETER (SEE SYMBO�S) F5 FU�L S{ZE• FAR 51DE LB POUhlD QS� ORIE�lTEa STRAND BOARD SPEC SPEGIFICATI4N W WIDE-FLANGE BEAM
<br /> qiAG DIAGONA� FSC F�REST STEWARDSHIP COUNCIL LF LINEAL FOOT SQ SQUARE W 1�TH
<br /> BQF B�TTOM OF FOOTING D1APH DIAAHRAGM FT FEET; FOOT �,.BB L�NG �EGS BACK-TO-BACK � PIPE SS STAINLESS STEEL W�� WITNOtJT
<br /> BOT BOTTOM DIM DIMENSIDN FTG FOQTING LLH �.ONG LEGS NflRIZONTAL PAR PARA11Ek. 5TD STANDARD WABO WA�HIIVG7QN ASSOCVRTf�}N OF B�DG QFFICIA�.S
<br /> BRG BEARING ��V LOI�G �EGS VER1�CAl. PERP PERPENDkCl1�P+R STL 51'EE� WWR V�ELDED WI�E REINF4RCEMENT
<br /> DWG DRAWING GA GAUG£ LOC LOCATION P!. PLATE; PROPERTY L(NE SW SHEAR WA�L WT T-SECT1flN o
<br /> G STANDARD CHANNE�
<br />
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