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<br /> GEN ��,AL ABBREl1I/�TI�NS , �; ���� �
<br /> A.B. ANCNOR 80LT EL. ELEVATION O.F. OUTSIDE FACE G E N E RA L ST R U�T U RA L �J OT E S -
<br /> O.H. OVERHANG
<br /> ABV. ABOVE ENG. ENGfNEER � TNE FOLt�WING APPLY UNLESS SHOWN OTHERWISE QN TNE PI.ANS. o
<br /> ADD'L ADDITfONAL EQ. EQUAL OPN G QPENiNG �Q����
<br /> ORNT. ORIENTATf(ION) W��� � R� �
<br /> RQJ. ADJACENT E.S. EACH SiDE r �'
<br /> ALT. AITERNATE EXIST. EXISTING ��b PflST A80VE C��Q �S�U�J(1,,���][j� C�js
<br /> APPRX. APPROXIRlATE EXT. EXTERIOR P.B POST BELOW 20. FRAMING LUMBE� SHALL BE KILN DRIED OR MC-15, AND GRAOEp AND MARKED !N CONFORMANCE WITH W.C.L.B. 1. ALL MATERtALS AND WORKM�,NSHIP DESfGN, AND COlVSTRUCTION SHALL CONFORM TO THf REQU(REMENTS Of THE ,� � D
<br /> ARCH. ARCHITECTURAL FFE FINISHEO FLOOR ELEVAT(4N PAR. PARALLEL STAI�DARD GRAD(NG Rt1lES fOR WEST CDAST LUMBER , LATEST EOITION. �'URNISH TO THf FOLLOWING DRAWINGS, SPECIFfCATIONS, AND THE INTERNATIONAL BUILDING CODE �i.B.C) {2at 5 EDlTION). C L�IC��L�IC��-�-Cn��
<br /> TYPICAL NAILING SCHEDU�E �����UM STANDARDS: �
<br /> � AT FAB. FABRICATION PERP. PERPENDiCULAR Z. QESIGN CRiTERIA a��o ,
<br /> B. BflTTOM FND, FOUPJDATI{?N PL. PLATE JQISTS 2x MENpERS HEM-FIR N0. 2. RQ�F (,IV� tOAD . . . . . . . . . . . . . . . . . 25 PSF
<br /> . ,,�
<br /> ' BEL. BELOW flN. FINISH(ED) QTY. QUANfITY { � ROOF DEAD LOAD . . . . . . . . . . . . . . . . . t5 PSF �
<br /> BLDG. BUILDiNG FI.G. FLANGE REF, REFERENCE FLflQR LfVE LOAD RESEDENTIAL , . . . . . . . 40 PSF � t azz 34TH. nR. s.�
<br /> BNDRY. 80UNDARY f1,R. FI.OdR REQ'D REQUIRED CONNECTION 4x BEAMS AND STRINGERS D4UGlAS FlR N0. 2. { � • Er/ERETT, wA 982os
<br /> COMMON OR BQX NAILING FLOQR DEAD L4AD . . . . . . . . . . . . . . . . . 15 PSF
<br /> B.O. BOTTOM OF... F.O. FACE OF... R.O. ROUGH O,PENlNG TE�: (4253 338 �342
<br /> BRDG. BRfDGEt(NG) FRM'G FRAMING SCHD. SCHEDtlLf 6x POSTS AND TIMBERS DOUGLAS FIR N4. 1. W(N� . . . . . . . . . . . . . . . . . . . . . . . 110 MPH {3 SEC. GUST) , EXPOSURE "G"
<br /> � E-MAILt INF0�9A9CDEN�INEERS,IIDM
<br /> BRG. BEARING F.S. FAR SIDE SHT. SHEET 1- JOIST TO SILL OR GIRQER, T�ENAIL ------------------3 - Sd EARTHQUAKE . . . . . . . . . . . . . . . . SEISMIC USE GROUP I, SlTE CLASS D WES BtTE�BABCt��NOWEER8.coM
<br /> B/W BETWEE�I fTG. FOOTING SIM. S!MlLAR STUDS, PLATES AND MISC. L1GHT FRAMING DOUGLAS FIR OR HEM-FIR STANDARD GRADE. ALLOWABLE SOIL PRESSURE . . . . . . . . . . . 1,500 PSf (Natural soils or compacted fill}
<br /> CANT, CANTILEVER(ED) GB GRADE BEAM SKW. SKEW{ED) 2. BRIDGING TO J01ST, TOENAIL EACH END-----------------2 - 8d �pP AND Bt1TTOM PLATES AT BEARING WALtS OOUGLAS F!R CaNSTRUCTfQN GRADE. SO(LS ENGINEER OR BUI�FING OFFtCIAL VERiFY
<br /> C.G. CENTER OF GRAVITY GRD, GRADE SPC. SPACING �
<br /> � CENTERLINE GWB GYPSUM WALL 84ARD SQ. SQUARE 3. SOLE PLATE TO JQlST OR BLOCKING, FACE NAIL ----16d � 16" O.C.
<br /> CLR. CLEAR NOR. NEADER STD. STANQARD BOLTED STUDS, LEOGERS AND PLATES DOUGLAS �IR, STANDARD GRADE. 3. STRUCTURAt DRAWiPIGS SHALL 8E USED IN CONJUNC7laN WITH ARCHiTECTURAL DRAWINGS FOR BIDDIMG AND
<br /> COL. COLUMN HORZ. HOR{ZONTAL STGR. STAGGER 4. TOP PLATE TO STUD, END NAIL --------------------2 - 16d CONSTRUCTION. CONTRACT�R SHALI VERIFY DIMfNS10NS AND CONDITIONS FflR C�MPATIBILITY AND SHAII NOFf�Y
<br /> CONN. CONNECT►ON LF. INSIDE FkCf STIfF. STIFFENER 2x6 STUDS ANO PLATES DOUGLAS FIR OR HEM FiR N0. 3/STUD GRADE. ARCHITECT ANQ ENGINEER OF ANY aISCREPANGIES PRiOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS
<br /> CONST. CONSTRUCTION INT. INTERIOR STL. STEEL TO ?HE W4RK. , '
<br /> 5. STUD TO SOL.E PLATE--------------------4 - 8d TOENAIL OR
<br /> CONT. CONTINUOUS 3ST. JOIST STRUC. STRIiCTURE(AL) 2 - 16d END NAIL GLUED LAMINAtED BEAMS (24f - Y4j AUGUST 16, 2018 . ,,,
<br /> CTSK. COUNTERSINK K KIPS (1004 POUNDS) SYM. SYMETRICAL 4. CONTRACTOR SHALL PR4ViDE TEMPORARY BRACENG AND SH(}RING FOR THE STRU�TURE AND STRUCTURAL COMPONENTS �
<br /> DBL. DOUBLE LAT. LATERAL T. TOP 6. DOUBLE STUDS, FACE NAIL -�---------------16d Q 24" O.C. PARALLAM (PSL) (2•flf) UNTtt ALL FINAL C�NNECTIQNS HAVE BEEN COMPLETE� IN AC�ORDANCE W1TH THE FLANS. .� I'• s„�
<br /> ID, DIA. DIAMETER L,F.1 LINEAL FEET THRD. THREAD(ED) „ MICR�LLAM (LVL) {1.9E) ��`�oF r�
<br /> DIAG. DIAGONAL MAT L MATERIAL TMPRY. TEh�P9RARY 7. DOUBC.E TOP PLATE, FACE NAlL----------------16d � 16 O.C. 5. CONTRACTflR SHALL 8E Rf5PONS18lE FOft �LL REQUfRED SAfETY PRECAUTfONS AND THE METHflDS, TECNNIQUES, �
<br /> DIAPH. DIAPHRAGM M.B. MACHINE BOLT (A307) T.O. TOF OF... SEQUENCES AND PR4CEDURES REQUIRED TO PERFORM HIS WORK. � �
<br /> do DITTO {DO OVER) M.D. MID-DEPTH TRANS. TRANSVERSE 8. TOP PLATE, LAPS AND INTERSECTIONS, FAC� NAkL-------- 2 - 16d
<br /> D DEPTN MFR. MANUFACTURER TYP. TYPICAL � 21, PLYWOOD SNEATHING SHALL BE GRADE C-D. EXTERIOR GLUE OR STRUCTURAL if, EXTERIOR GLUE fN 6. CONTRAGTOR-INITIA?ED CHANGES SHALL 8E SUBMITTED IN WRlIING Tfl THE ARCNITfCT AND STRUCTURAL ENGINEER
<br /> DWG. DRAWiNG MTL. METAL tlBC UNIFORM BUILDING CQDE 9• G�NTINUOUS HEADER, TWO PIECES--------------16d C�? 16 ' O.C. epNFORMANCE WITH f.B.C. STAPIDARDS. ORIENTED STRANp BOARD QF £QUEVALENT FOR APPROVAL PRaOR TO fABR(CAT(ON OR CONSTRUCT(ON. CHANGES SHQWN QN SHOP DRAWINGS �NLY W(LL NOT 38842
<br /> DWL. DOWEL (N) NEW �IEMBER U.N.O. UNLES5 OTHERWISE NOtEO ALONG EACH EDGE THfCKNESS, EXP05URE RATING AND PANEI INDEX MAY 8E USEO iN tIEU OF PLYWOOD. SEE PLANS FflR SATISFY TH1S REQUIREMfNT. ��1�S�� .
<br /> (E) EXIST(NG MEMBER N.S. NEAR SIDE V�RT. VERTfCAI 10. CEILING JOISTS TO PLATE, TOENAI�---=----------------3 - 8d THIGKNES5, Pp�IEL IDENTIF1CATIflN IN�EX AND NAILiNG REQUIRE�lENTS.
<br /> orrai, '�
<br /> EA. EACH N.�'.S. NOT T4 SCALE VfY. VERIFY 7. DRAW(NGS INDVGATE GENERAL ANfl TYPICAL DETAIIS OF CONSTRUCTfON. WNERE CONDITIONS ARE NOT
<br /> � �.F. EACH FACE q.C. ON CENTER �/ W�TH 11. RAF-fER OR TRUSS TO PLATE, TOENAIL-----------------3 - Sd 22. ALL WQOD COLUl�NS, PLATES AND BLOCKiNG IN DiRECt CONTACT WlTH CONCRETE OR MAS�NRY SHAII BE PRESSURE SPECIFICALLY 1NOICATEl3 BU7 ARE OF SIMILAR CHARAeTER Td DETAILS SHOWN, SiM1tAR DETAILS OF FOR STRUCTURAL, DESIGN
<br /> W.P. WORK P�INT TREATED W4TH AN A.W.P.A. APPROVED PRESERVAT}VE. CONSTRUCTION SHALL 8E U5ED, SUBJECT TO REVIEW AND APPROVAL BY TNE ARCHITECT AND THE STRUCTURAL IS ADDRESS SPECIFIC, AND �
<br /> 12. BUI�T - UP C�RNER STUDS------------------16d � 24" O.C. ENGINEER, �NE TtME USE UNLY. '
<br /> . ,,
<br /> 23, TIMBER CO4�t3ECT4RS CALLED OUT BY LETTERS A�lD Nt1MBERS SHALL BE "STRONG-TIE" BY SIMPSQN COMPANY AS '
<br /> CONCRETE & MASC)NRY ABBREVIATIt�NS 13. BUILT - UP GIRDER AND HEAMS---------------16d C� 12" Q.C. ° 8. ALL STRUCTURAL SYST£MS WH1CH ARE �4 BE COMPOSED 4F COMPONENTS TO BE FIEL� ERECiED SHALL BE
<br /> SPECIFIED IN THEIR CATALOG N0. C-C-2017, EQUiVALENT DEVICES BY OTHER MANUFACTURER5 MAY BE SUPERVtSED 8Y TNE SUPPLIER dURING MANUFACTURING, DELiVERY, NANDLING, STORAGE AND ERECTION 1N
<br /> C.I.P, CAST IN P�ACE EMBD. EMBED �MENT P/T POST TEHSIONED 14. SOL(D BLOCKING TO SUPPORTS, TOE�IAIL---------- 16d CJ 12" O.C. SUBSTITUTEO, PROYIQ�D THEY NAVE IC60 APPROYAL FOR E4UAL OR GREATER LOAD CAPACITIES. PROVlDE NUMBER ACC�RDANCE WITH INSTRkJCT10NS PREPARED BY THE SUPPLIER. W
<br /> � ) AND SIZE OF FASTENERS AS SPEC4FfE0 BY MANUFACTURER. CONNECTORS 5NALL BE INSTALLED IN AGC�RbANCE
<br /> C.J. CONTROL JOINT JT. JOINT REINF. REINFflRCEMENT WITH THE MANUFACTURER'S RECOMMENDATIONS, WHERE CQNNECTOR STRAPS CONNECT TWO MEM8ER5, PLACE ON-HAI.F g, SHOP �RAWINGS FOR MANUFACTURED TRUSSES, U
<br /> CMU CONC. MASONRY UNIT LT. WT. L1GfiT WEIGHT STIR. STIRRUP 15. POST AND BEAM OR GIRDER CONSTRUCTIQN-------PROVIQE POS(TIVE OF THE NAILS OR BOL,TS IN EACH MEMBER. ALL BOLTS IN W40D MEMBERS SHAlL CONFORM TO ASTM A3Q7. SHALL BE SUBMITTED T(} THE ARCHITECT
<br /> CONC. CONCRETE MAS. MASONRY WWF WEIDED WIRE FABRfC CONNECTION AGAIfVST PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALI. 80LTS AND LAG SCREWS BEARING ON WOOD. UNIESS NQIEQ AND STRUCTURAL ENGINEER FOR REVIEW TW� W�EKS PRIOR TO FABRICATION OF THESE ITEMS. �
<br /> E.J. EXPANSION JO�NT P jC PRECAST CONCRETE UPLlFT AND LATERAL OTHERWISE, ALL NA(LS SHAIL BE C4MMQN. ALL SHIMS SHQLL BE SEAS4NE0 AND QRIED ANO THE SAME GRADE
<br /> DISPLACEMENT (MINIMUM) AS MEMBERS CONNECTED. ALL JOfSTS SHALt BE CONNECTED Ta FLUSH BEAMS WlTkt "U" SERIES Jp15T ��, SHOP ORAWiNG R£YlEW: OiMENSI�NS AND QUANTITfES ARE NOT REViEWED BY THf ENGINE�R OF RECORD, AND �
<br /> HANGERS. ALL DOUBLE JO1ST BEAMS SHALL BE CONNECTEQ TO FIUSH BEAMS WITH U SERIES HANGERS. ALL THEREFORE MUST BE VERtFIED 8Y TNE CQNTRACTOR. CONTRRCTOR SHAtL REYIEW AND STAMP DRAWfNGS PR(OR TO
<br /> ST E E L A B B R E V IA�I'V i V S TRIPLE-JOIST BEAMS SHALL 8E CONNECi'ED TO FLClSH BEAMS WITH t7-SERifS HANGERS. REVIEW 8Y ENGINEER OF RECORD. SUBMISSIQNS SHALL INCLUDE A REPRODUCiBLE RND QNE COPY; REPRODUCIBLE
<br /> #� ` 2�t. ALl WOOD FRAMING DETAILS - THE FOLLOWING APPLY UNLESS 4THERWISE SHOWN ON TNE PLANS. WiIL BE MARKED AND RETURNED. �
<br /> B.F. BRACED FRAME LLH LONG lEG HORIZONTAL WTS WELDED FNREAOED 5TU� TY P f C A L �A 1 L 1 N G S C H E D U L E � SHOP DRAWING SUBMITTALS PROCESSED 8Y THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP "'�
<br /> CP COMPLETE PENETRATION LI.V LONG LEG VERTICAI X-STG EXTRA �TRONG A. MlNIMUM NA{LING REQUIREMENTS: UNIESS OTHERW4SE NOTED MINIMUM NAILfNG SHALI 8E IN ACCORDANCf WITH
<br /> GA. GAGE MRF MOMENT RESI5TING FRAME XX-STG DOUBLE EXTRA STRONG TABLE 2304.10.1 OF THE i.B.C. ' DRAWING SUBMITTALS 8Y THE CONTRACTaR IS TO DEMONSTRATE TO THE ENGlNEER THAT THE CONTRACTOR t�"� •
<br /> GALY. GALYANIZEO WHS WELDED HEADED STUD UNDERSTANDS THE DESIGN CtINCEPT, THAT HE DEMONSTRATES HIS UNDERSTAP1DtNG BY iNDICATING WHICN h�ATERIAL V��
<br /> HSB HIGH STRENGTN BOLT C. PRQVi�E QQUBZE JOIST UNOER AlL PARALIEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JO(ST LENGTH HE INTENDS TO FURNISH AND fNSTALL AND 8Y DETAtLING THE FABRICATION AND INSTA�LATION MEfiFtODS HE �
<br /> INTENDS TO USE. IF DEVIATIONS, QISCREPANCIES, OR COMFLlCTS BEFWEEN SNOP QRAWING SUBMITTALS AND
<br /> AND DOUBLE JOfNT HEADE�S AND DOUBLE JOISTS EACH S(DE aF ALL OPENINGS fN FLOORS AND ROQFS UNLESS 7HE CONTRACT DQCUMENTS ARE DISCOVERED EiTHER PRIOR TO OR AFTER SHOP DRAWiNG SUBMITTALS ARE �
<br /> �Q�D A�BREVI�T�C��S DETAILED OTHERWISE. COORDINATE S1ZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAI PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS 5HALL CONTROL AND SHALL 6E
<br /> DRAWINGS. FOLLOWED. .-
<br /> B.N. BOt1NDARY NAIL NGR. HANGER P.T. PRESSURE TREAT(ED) D. PROV{DE {2) 2x10 HEADERS OVER AND DQUBLE STUDS EACH SIRE OF ALL OPEN{NGS IN STUD BEARING WALtS SHOP DRAWIfdGS OF DESIGN BU1lD COMPflNENTS INCLUDING STAIRS AND EXTERIOR CLADDfNG SHALI iNCLUDE THE � W �
<br /> � CAM. CAMBER ED) L.S, LAG SCREW SNTG SHfATH1NG NOT DETA}LED OTHERWISE.
<br /> d PENNY �NAILS) LDGR. LEDGER SS SELECT STRUCTURAL DESlGNING PROFESS(ONAL ENGlNEER S STAMP, STATE OF WASNINGTON AND SHALL 8E APPROVED 8Y THE COMPONENT = �
<br /> D.F. DOUGLAS FIR I.SL T�MBER STRAND BEAM T&G TONGUE AND GROOVE DESIGNER PRIOR TO CURSORY REViEW 8Y THE EN�INEER OF RECORD FOR LDADS iMPt�SED ON THE BASlC STRUCTURE.
<br /> E. PROVI�E S�LID BLOCKING FQR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH F1.40RS TO SUPPflRTS BELOW.
<br /> E.N. EDGE NAIL lVL MICROLLAM BEAM TJ TRUSS JOIST MACNIL�AN THE C4MPONENT DESIGNER IS RESk'ONSIHLE FOR CODE CONFORMANCE AND AlL NECESSARY CONNECTIONS NQT W Z
<br /> F.N. FACE NAIL PLYWD. PLYWOOD T.N. TOE NAIL , „ SPECiFICALLY CA�LED OUT ON ARCHITECTURAL 4R STRUCTURAL DRAWfNGS. SHOP DRAWINGS SHALL (NDICATE > 0
<br /> GLB GLU�-LAMINATED BEAM PSL PARALLAM BEAM f. PROVIDE CONTINt10US SOLID BLOCKlNG AT MIO-H�IGNT 4F ALL STUD WALLS OVER 10 -0 IN HEIGHT. MAGNITUDE /�ND DIRECTION Oi" ALL lOADS fMPOSED ON BASIC STRUCTURE. DESIGN CAk,CULATIflNS SHALL BE �tADE G� Q �
<br /> H.F. HEM-FIR G. �RUSS MANUFACTURE T4 PROVIDE ALL TRUSS TO TRUSS CQtJNECTCONS AND TRUSS tATERA�. BRACING. A V A I L A B L E l 1 P Q N R E Q U E S T. � � Z
<br /> 1 i. INSPECTION: _
<br /> „ EkPANS10N BOLTS, THREADED EXPANSION INSERTS, AND EPQXY GRQl7FfD ❑
<br /> 1. WALI FRAMING ALL STU� WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS � 16 o.c. AT INSTAl.LATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH 2Q15 IBC AS �
<br /> INTERIOR WALLS AND 2x6 � 16"o.c, AT EXTERIOR WAILS. ' W � �
<br /> REQUIRED BY THE PERMkT ISSUING AGENCY AND THE PROJECT SPECIFICATiQNS 8Y �4 QUAIIFlEO TEST[NG AGEtdCY '
<br /> J, U5E �U�.L LENGTH STUDS {BALLOON FRAME) ON EXTERIOR WALLS AT STAIRWAYS AND AT VAULTED CEILINGS. DESfGNATED 8Y THE ARCH(TECT OR ENGINEER. THE ARCHITECT AND STRUCTURAI ENGINEER SHALL 6E FUR#�ISHED � � ,
<br /> WITH COPIES OF ALL INSPECTIQN REPORTS AND TEST RESUITS. N �
<br /> K. IN�IVIDUAL ME�iBERS Of BUlLT-UP POSTS AND BEAMS SHALL EACH BE ATTACHEO WITH 16d NA1LS A7 ,12" o.c. �Q,�C���L r 1 � �
<br /> STAGGERED. �+
<br /> w
<br /> L. ALL WOOD STUD WALLS SHALL HAVf L4WER WQOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 1 fid NAILS AT n/ W
<br /> SHEAR WALL SGHEDUL� t3 12. FOUNDATiQN NOTES: SUBGRADE PREPARATION INCLU#71NG ORAiNAGE, EXCAVATION, COMiPACTI�N, AND FILI.iNG
<br /> 12 o.c. STAGGERED UlVLESS SHOWN 4THERWISf. REQ�IREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GfVEN IN THE SQILS REPORT OR AS d(RECTED ����
<br /> BOTTOM PLATE ANQ SILL PLATE ATTACHMENT � AB C�fl�D FRAhlfNG DETAlLS NOT SHOWN OTHERWISE SHALL BE CONST'Rl1CTED TO tHE MINIMUM STANDARDS QF THE BY THE S�ILS ENGINEER. FQOriNGS SHALL BEAR ON SOLID UNDiSTURBED EARTH (GONTROLLED, COMPACTEQ W �
<br /> PANEL P�►NEl ED�E FASTEN DOUBLE STRUCTURAt FfLL OR BflTN) AT L�AST 18" BEI.OW L�WEST ADJACENT FfNISHED GRADE. FOOfiNG {"�
<br /> MARK SHEATNtNG EDGE NAIL. TQP PIATE TO BOTTOM Pt.ATE SfLL S1LL PLATE �� N, ALL Y�0�3fl STUQ WALLS SHALL HAVE LOWER WOOD PLATE AnACHED TO WaOD FRAhIrNG BELOW WITH 16d NAILS AT 6" DEPTHS/ELEVATtONS SHOWN QN PLANS {OR IN D£TAItS) ARE MiNIPdUM AND FOR GUiDANCE ONLY; THE ACTUAL '�'�
<br /> FRAM(NG tSTAGGEREO) FRAMING ABOVE NAILING TO p�TE ANCHaRIN� o.c. STAGGEREU OR 80LTED TO CUNCRE7E WIl'H S/8H DIAMETER ANCHOR BOLTS @ 6'-0"o.c. UNLESS SHOWN El.EVAT{ONS Of FOO�INGS MUST 8E ESTABtiSHEQ BY THE CONTRACTQR IN THE F1ELD W4RKfNG WITH THE TESTfNG �
<br /> , FRaM�NG BEI.O� TO COPICRETE OTHERWISf. LA8 AND SOfLS ENGINEER. BACKFiLL 6EHfND ALL RETAlNING WALIS WITH FREE DRAlNING GRANUtAR FILL AND `�.S
<br /> ' A35 CLfPS @ 18"o.c. TO 16d C� 6"o.c. 2X 5 8"� x1�" A.B. C� 48"o.c. 0. PlYW00D NAILING: (USE UNLESS GREATER NAILiNG IS DETAILED OR SPEC(F1ED� PRflVfDE FOR SUBSURFACE DRAINAGE AS NOTED {N THE SOILS REPORT.
<br /> 7/16" PLY. or O.S.S. ONE S(DE 2x STUQ 8d {� 6"o.c. ��NGLE ROW BLK'G OR JOIST � AILOWABLE SO4L PRESSURE . . . . . . . . . . . . . . . . . .1,500 PSF. �
<br /> 241 Sd � 6"o.c. AT SHEET EDGES
<br /> a7 16" PLY. or O.S.B. ONE SIDE 2x STUD A35 C�IPS @ 1Z"o.c. TO 16d 4 4"o.c. 2X 5j8"� x10" A.B. @ 32"o.c. $d C� 12"o.c. AT INTERMfDIATE BfARING POINTS C� C� �
<br /> 350 , Sd � 4"a.c. SlNGLE ROW 6LK'G QR JOIST P; AlL GiRDER TRUSSES, BEAMS ANO HEADERS TO HAVE FULL BEARING W1DTH AT SUPPORT AND A MiNIMUM OF
<br /> 13. CONCRETE SHALI ATTAIN A 28 DAY STRENGTH flF f'c = 3,OQ0 PSI AND MiX SHALL C4NTAIN NQT LESS THAN 5 1/2 �
<br /> 3 » A35 CLiPS C� 8�o,c. TQ � , „ 2 - 2X BEARlNG STUDS U.N.O, SACKS 0� CEMENT PER CUBlC YARD At3D NO MORE THAN 6 GALLONS tJF WATER PER SACK OF CEMEN?.
<br /> 7/t6" PLY. or O.S.B. ONE SipE 3x STUD g� p 3 fl.�. , t6d (� 3'a.c. 2�( 5/8"� x10' A.B. � 16 a.c. CONCRETE DESIGN IS BASED ON A CONCRETE STRENGiH �F f'c = 2500 si •
<br /> 455 SINGLE ROW BLK G OR JOIST Q, AlL POSTS TO CONTlNUE DOWN TO FOUNDATION U.N.O. P W
<br /> ALL CONCRETE EXPOSEO TO WEATHER SHALL BE A1R-ENTRAINED WlTH AN AlR-ENTRAINING AGENT CONFORMING TO
<br /> � 15 32° PLY. or 0_S.B. ONE SIDE 3�c STUD 10d t� 3"o.c. A35 CLIPS � 8"o.c. TQ 16d � 3"o.c. 5 8"� x10n A.B. @ 12"o.c. » LB.C, THE AMOUNT SHALL BE 4% +/- t% BY VOLIJM£.
<br /> � SINGLE ROW BLK'G OR JOiST 2X f R, Al.l. WAILS SHALL BE 2x4 STUDS C� 16 o.c. AT INTERIOR WAILS OR UNHEATED AREAS, CONCRETE DESIGN IS BASED ON A CONCRETE STRENGTH flF f'c = 2500 psi. �
<br /> �58 �Np 2X6 � 16" O.0 . AT EXTERIOR WALLS U.NO.
<br /> Q TWO ROWS LTP4 CLIPS 2 ROWS � 14. REINFQRCING STEEL SNALt BE GRADE 60, Fy = 60,flQ0 PSI. •
<br /> 5 15/32° PLY. or Q.S.B. TWO SIDES 3X STUD 10d � 3'o.c. 4 12° OC TO DBL ROW 3X 5 8 � x12 A.B. @ 12"o.c.
<br /> 16d @ 3"o.c. �
<br /> 1116 BLKG OR JOIST 15. REINfORCING STEEI. SHALL 8E DETAfLED (INCLUDING HOOKS AND BfNDS IN ACCORDAN�E W(TH THE LATEST ACl �
<br /> STANDARDS. LAP ALL CONTlNUQUS REINFORCEMENT 30 BAR DIAMETERS �2'-0" MtNIMUM). PROVIDE CORNER BARS AT
<br /> ALL WALL 1NTERSECTIONS. LAP CORNER BARS 30 HAR DIAMEtERS (2'-0" M(NIMUM). LAP A[?JACENT MATS OF
<br /> SH EARWALL N�TESd WELDEO WIRE FABRIC ONE FULL MESH {MINIMUM flf 8") AT SIDES AND ENDS. t�FV t S I O N S BY:
<br /> TYPICAL ROOF SHEATHlNG NO BARS PART1AtLY EMBEDQED !N HARDENE� CONCRE]'E SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAiLED
<br /> (NDICATES SHEAR �VA�� TYPE PER SHEARWALI SCHEDULE ANp PLAN. 11. PROVlQE SOLID BLOCKING, DOl1ELE Ft00R JOISTS OR BEAM PER PLAN OR APPROVEQ BY THE STRUCTUftAL ENGiNEER.
<br /> t. # INDICATES SHEAR WALL CAPACITY (Ibs./ft.) UNQER ALL SHEAR WALC.S T/2" CDX PLYWOOD, INDEX 32/16, UNBLOCKED, LAID UP W/
<br /> ��#--f FACE GRAIN PERPENDiCULAR TO FRAMfNG BELOW, STAGGER ENQ tfi. CONCRfTE PROTECtION {COVER) fOR REINfDRCENG STEE� SMALL BE AS FOLLOWS: �
<br /> ' 2. SHEARWALL PLYWOOD & NAII�ING CONTINUES FOR FULL LENGTH OF 12. FACE NAIL PLYWOOD TO EACH MULTIPLE STUO AT NOLDOWN LOCATfONS WITH SAME JOINTS. NAIL. AS FOLLOWS: �
<br /> EDGE NAILING PATTERN. FOOTINGS AND 4THER UNFORMED SURFACES, EARTH FAGE . . . . . . . . . . . . . . . . . . . . . . . . . 3"
<br /> W�1LL SECTIaN U.N.O. DIAPHRAGM BOUNDARY AND OVER fORMED SURFACES EXPOSED TO EARTH {f.e, WALLS BELQW GR�UND) C� WEATHER #6 BARS OR LARGER) . . . 2"
<br /> 3. ALL ANCHpR BQLTS SHALL HAVE 3" x 3" x 0.229" HOT QfPPED GALVANIZED P(ATE WA5NERS. 13. SEE GENERAL STRUCTURA� NOTES SHEET S1. EXTERIOR WALLS AND SHEARWALLS_________8d C� 6"o.c. �#5 BARS Oft SMALLER) . . 1-1/2" , '
<br /> �
<br /> �• �,;
<br /> 4. SOLIQ BLOCK ALL UNSUPPORTEO PANEL EDGES PER SHEAR WALL SCNEDULE. 14. AT TWO SIpED PLYWQOD SHEARWALL, ALTERNATE ABUTi�ING PANEL EDGES ON EACN ALL SUPPORTED EDGES____________________Sd C� 6"o.c. 17. CAST-IN-PLACE CONCRETE: SEE ARCHITECTURA� QRAWINGS FOR EXAGT LOCATIONS AND OiMENSIf�NS OF DOOR AND �
<br /> WINDOW OPEN}NGS IN ALl CONCRETE WAILS, SEE MECHANICAL DRAIMINGS FOR SIZE AND LOCATfOP! QF ��
<br /> SIDE OF THE WALL TO FALL ON DIFFERENT �RAMING MEMBERS. _______________gd C� 12"Q.c, MISCEL�ANE4US (�ECHANICAL OPENlNGS THROl7GH C�7NCRETE WALLS. SEE ARCHITECTURAL DRA4ViNGS fOR ALL
<br /> �. NAfLING APPLIES TQ ALL PANEL EDGES, TOP AND BQTTOh� PI.ATES AND EDGE BLOCKING. FIELD____________________
<br /> 15. AT EXISTfNG CONCRETE ANCHOR B(3L7S CAN B� SUBSTITUTED WITH 5 8 ' DIAMETER GROOVES, NOTCHES, CHAMFERS, FfATURE STKiPS, C4lOR, TEXTURE, AND �THER FINISH DETAILS AT ALL EXPOSED
<br /> 6. STAGGER EDGE NAILING AT ABUTTiNG PLYWO�D EDGES. � CONCREFE SURFACES, BO�H CAST-IN-PLACE AND PKECAST. A U G 1 6, 2 Cl 1 8
<br /> � � Q ( / } EXPANSION BOLTS WITH 7" MIN EMBEDMENT A�f THE SAM� SPACING AS SPECIFIEO NOTE: ROOF SHEATHING TO CONTINUE UNDER ROaF OVERFRAMING.
<br /> 7. AT SHEARWALLS a 2 AND 3 USE 8d COMMON NAILS 2 � 2' x o.�3i" COMMON NAILS FOR ANCHOR BOLTS. 18. NON-SHRIMK GR4UT SHALL BE Ft1RNfSHED 8Y AN APPR4VED MANUFACTURER AND SHALL BE M(XED AN� PLACED IN
<br /> STR#CT �CCORDANCE 4VITH THE MANUFACTURER'S PU9tISNED RECOMMENDATIONS. J O B : 1 8 O 6 9
<br /> 8. AT SHEARYd�t,LS Q AND �5 USE 1 Qd COMMON NAILS (3" X 0.148" COMMON NA(LS} '
<br /> 9. FfELD NAIE. SHEARWALLS l , 2 AND 3 WiTH Sd COMMON NA1LS � l�" o.c. TYPICA� FLOOR SHEATHING �?T�E� QRAWN : KYS
<br /> � � Q
<br /> , 3/4" T&G, CDX PLYWOOD, fNDEX 40/20, UNBLOCKED, LAfD UP ��- � �+
<br /> 10. FIELD NA(L SNEAF�WALLS � , AND Q WITH 1Dd COMMON NAILS C� 12' 0.(;, W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER 19, BOLTS SHALL CONFORM TO ASTM A3�7. EXPANSfON BOLTS SHALl. BE "PARA80LT" OR APPROVED EQUAL (NSTALLfD S CALE: 3/4 - 1 -C? �
<br /> END JOINTS. NAIL AS FOLLOWS: IK STRiCT ACCORDANCE WfTH THE MANUFACTURER'S PUBLlSHED RECOMMENDATIONS. •
<br /> DIAPHRAGM s�UNOARY ANO OVER
<br /> EXTERlQR WALLS AND SHEARWALLS_________8d � 6"o.c. ��,�.,.� �,� ��������
<br /> ALL SUPP�RI`ED EDGES--------------------8d @ 6"o.c. �.��J����f�� ��� ���1���9
<br /> ' FIELD--------- -----------8d � 10"o.c. ...,,.: ;
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