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GENERAL NOTES STRUCTURAL STEEL NAILING SCHEDULE ROOF SHEATHING DUTIES OF THE SPECIAL INSPECTOR
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<br /> ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE DRAIMNGS � 1.FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCOR�ANCE WITH � JOISTS&RAFTERS�. SPEGAL INSPECTION PER SEC.1707.5 OF THE U.B.C.IS REQUIRED AS FOLLOWS: � � � �� � �
<br /> SPECIFlCATIONS AND TME UNIFORM BUILDING CODE,1997 EDITION. .. SPEqFlCAT10N FOR THE DESIGN,"FABRICATION AN�ERECTION OF STRUCTURAI STEEL . TO SUPPORTS 3-Bd TOENHILED '�, 15/32 EPOSURE i PLVWOOD(OR 15732"APA RATED EXPOSURE 1 C�LUE OSBi SHEATHING S N 1
<br /> FOR BUILDINGS,"A.I.S.C.,CURRENT EDITION. AT LAPS(17'MIN.) 4 164 FACE NAILED PANEL INDEX 24/0,WITH etl COMMON NAILS AT 6"OlC.Ai EDGES AND
<br /> ALL DETAILS AND NOTES ON DRAWINGS ARE IMENDED TO BE TYPICAI AND SHALL APPIY TO �' � � BpUNDARIES,AND AT 17'OIC AT FIELD.(UNBLOCKED DIAPHRAGM, �' 1.THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO THE
<br /> , SIMIIAR SITUATIONS ELSEYVHERE UNLESS NOTE�OR SHOWN OTHERWISE.CONSTRUCTION NOT ��.. A:STEEL WIOE FLANGE SECTIONS TO CONFORM TO ASTM A5/2 OR A992,GRADE 50, ', BRIDGING TO JOIST 2-8d TOENAILED EACH END �' UNLESS NOTED OTHERWISE,AND PftOViDE PANEL CLIPS AT '�.. APPROVED DESIGN DRAWINGS AND SPEqFICAT10N5.
<br /> SPEGFICALLV SHOWN SHALL BE ACCOMPLISHED PER MINIMUM REQUIREMENTS OF THE UMFORM ��� WHEN CAILED FOR ON PLANS,OTHERWISE SHALL CONFORM TO ASTM A36. �'� JOISTS TO SILL OR GIRDER 3 BC 10ENAilED � '��
<br /> BUILDING CODE.THIS OFFlCE WILL FURNISH ANV CLARIfIGATION DETAIL AT THE RE�UEST � '. � UNSUPPORTED EDGES).LEAVE i!8"SPACE AT ALL PANEL EDGE AND JOINiS, ��. 2.THE SPECIAL INSPECTOR SHAIL FURNISH INSPECTION REPORTS TO THE BUILDING OFFlCIAL,THE
<br /> OF THE GOMRACTOR. � B'.PLATES,ANGLES,AND RODS TO CONFORM TO ASTM A36(U.N.O.) , STUDS�. �I UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER.WHEN EXTENDED �� ENGINEER OR ARCHIHTECT OF RECORD,AND OTHER DESIGNATED PERSONS.ALL DISCREPANCIES y�
<br /> C.TUBE SEGTIONS TO CONFORM TO ASTM M500,GRADE B. � TOENAILED TO PLATE 4 ed �'', PERIODS OF MOISTURE ARE EXPECTED,OMIT A LINE OF SHEETS EVERV EIGHTV - SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, DeSIgSZ / DT�aW1IZg �,Jy.
<br /> CONTRACTOR SHALL COMPARE ALL DIMENSIONS AND CONDITIONS ON CONTRACT DOCUMENTS AND ����, D:PIPES TO CONFORM TO ASTM A-500,GRADE B. � END NAILED TO PLATE 2-i6d "'. fEET TO CREATE A TEMPORARY EXPANSION JOINT.THE FILL-IN PANELS CAN �'� THEN,IF UNCORRECTED,TO THE PROPER DESIGN AUTHORITV AND TO THE BUILDING OFFICIAL.
<br /> AT THE SITE.ANY OMISSION OR CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE '� ' BE INSTALLED AS THE WATERPROOFING IS APPLIED. �
<br /> ARCHITECT AM�/OR ENGWEER.IN CASE OF ANY GONFLICT,FOLLOW THE MOST STRINGENT '� E:ANCHOR BOL7S EMBEDDED M CONCRETE SHALL CONFORM 70 ASTM A307(U.N.0) �'. DOUBLE STUDS i6d�17'O G.,ST/iGGERED .... . _ . �' 3.THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE VJORK
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<br /> RE�UIREMENT AS DIRECTED BV ARCHITECT AND/OR ENGINEER_ '� F'.CONNECTION BOLTS 7l8"(UNO)SNALL CONFORM TO A$TM A325N(U.N.O.) PLATES �/� � � .. ftEDUIRING SPEC�AI MSPECTION WAS,TO THE BEST OF THE INSPECTOR'S KNOWLEDGE,IN Max Hum hre S
<br /> CONTRACTOR SHALL COORDINAiE WITH ALL TRADES ALL ITEMS THAT ARE TO BE INTEGRATED �'�. Z.ALL VYELDING SNALL BE PERFORMED BY CERTIFlED WELDERS,FT LICENSED SHOP AND ��. UPPER TO LOWER i6d�1T'O.C.,STAC�GERED FLOOR SH C/"'�TH I NG � CONFORMANCE TO THE APPROYED PLANS AND SPEqFICATIONS AND THE APPLICABLE p y
<br /> INTO THE STRUCTURAL SYSTEM.ORDER OF CONSTRUCTION TO BE RESPONSIBIL�TV OF THE � APPROVED BV THE BUILOING DEPAftiMENT.USE ONLV THE ELECTRIC SHIELDED ARC ����. AT SPLiCES &7fid FACE NAILED(U.N.O.) ; WORKMANSHIP PROVISIONS OF THIS CODE.
<br /> PROCESS WITH LOW HYDROGEN E70XX ELECTRODES,PER THE IATEST EDITION QF ��� --------- �-- -�
<br /> CONTRAC?OR.NE SHAI�PROVIDE ALL ITEMS NECESSARY FOR HIS CHOSEN PROCEDURE �, STRUCTURAL WELDING CODE-STEEL,ANSI/AWS Di.t-90. WITH M1N.48"L4P(U.N.O.) . � , 4.ALL STRUCTURA�WELDING,INCW�ING OF REINFORCING STEEL AND WELDING
<br /> ALL BACKUP BARS SHALL BE REMOVED AF7ER WELDING. �� PLATE LAP AT CORNERS 2-18d FACE NAILED ' 23l�7'7 8 G CDX PLYWOO�(OR 23/32"TSG APA RA7E0 E%POSURE 1 GLUE OSB)SHEATHING '��, OF STEEL DECKING.
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RE�UIRED SAfETV PRECAUTIONS AND THE �� ' � PANEL INDEX 4824,WITH 10d COMMON RING SHANK NAILS AT6"O.C.AT E�GES �'
<br /> � PREHEAT THE METALS TO BE WELDEO.NO SL4G WEL�ING. SOLE PLATE TO JOIST OR BLOCKING i6d FACE NAILED AT 8"O.C. AND 80UNDARIES,AND AT 12"O/C AT FlEL6. 5.INSTAILATION AND TIGHTENING OPERATIONS FOR ALL HIGH-STRENGiH
<br /> METHO�S,TECHNIOUES,SEQUENGES OR PROCEDURES REOUIRE�TO PERFORM HIS WORK.UNTIL ���. CONTINUOUS INSPECTION BY A REGISTERED�EPUTV BUILDING INSPECTOR IS �' FRICTION BOLTING�A325,A490)
<br /> ALL PERMANENT MEMBERS,INCLUDING WALLS,SLA&S,FLOORS AND ROOF ARE IN PLACE,AND REQUIRED F�R ALL FIEL�WELDINGS. ', i"BRACE TO STUD AND PL4TE5 2-Btl FACE NAILED '� (UNBLOCKE�DIAPHRAGM,UNLESS NOTED OTHERIMSE).GLUE SHEATHING TO � /�
<br /> ALL CONNECTIONS ARE COMPLETED.STABILITV OF STRUCTURE AND ALl PARTS THEREOF SHALL �' ' NAIL ALL MULTI JOIST BEAMS TOGETHER NATH 18tl SPIKES AT 17'O.C.STAGGEkED. FRAMING MEMBERS BE�OW WIiH AN ADHESIVE MEETING APA SPECIFICATION/1FG-07. 6.INSTALI.ATION AND TIGHTENING OPERATIONS FOR ALL HIGH-STRENGTH �/ j
<br /> BE CONTRACTOR'S RESPONSIBILITV.HE SHALL PROVIDE ALL iHE NECESSARV BRAC�NG TO '� 3.PROVIDE STANDARD WASHERS UNDER ALL NUTS. �� ANCHOR BOLTS. \/f
<br /> PROViDE STABILITV. "� ' ��
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<br /> 4.ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED AFTER FABRICATION, � � �� -��� ��
<br /> CONTRACTOR SHALL PROVIDE ADE�UATE SMORING AND/OR BRACING WHERE STRUCTURE HAS NOT �� OR OTHER APPROVED WEATHER PROOFING METHOD. GOMMO N NAI LS � ��� -� . 7.�URING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCEO
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<br /> � � CONCRETE,WITH THE EXCEPTION OF FOUNDATION CONCRETE WHEN THE
<br /> ATTAINED DESIGN STRENGTH. � ��� .,��� STRUCTURAL DESIGN STRENGTH IS NO GREATER THAN Pc=2500 PSI f ,
<br /> � 5.WHERE FINISH iS ATTACHED TO STRUCTURAL STEEI PROVIOE 12"BOLT NOLES AT 24" �' ---- �
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<br /> GONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FIOORS OR ROOf. O.C.FOR ATTACNMEM Of NRILERS,UNLESS NOTED OTHERWISE.NELSON STUDS 1l2"X 3" MIN.PENETRHTION DEPTH ��. "------�-� �. AS HAVING"SPECIAL INSPECTION".
<br /> LOAD SHALL NOT EXCEED THE DES�GN LIVE LOAD PER S�UARE FOOT.VIBRATION EFFEC?5 OF � CPL-MHV BE USED TO REPLACE BOI.TS. SIZE OF NAII STANDARD LENGTH � �
<br /> MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. W IL DIAMETER INTO MAIN MEMBER '�, � �
<br /> ' 6.PROVIDE SPECIAL DEPUTV INSPECTOR DURING INSTALLATION OF ALL A325 HICaH (1NCHES) (INCHES) QNCHES) ' ... .. ' . 8.INSTALLATION OF MECHANICAL AND EPDXV ANCHORS FOR HOLD DOWN DEVICES. �
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<br /> CONTRACTOR SMALL REVIEW ALL SHOP DRAWINGS TO ASSURE THEY COMP�Y WITH REQUIREMENTS �� STRENGTH BOLTS. '� � 6d z � 0.113 � 1 25 � rt � '. Q 9.DURING EARTHVJORK EXCAVAiION$GRADING AND FlLLING OPERATIONS INSPECTION TO
<br /> . �'� W K --DIAMETER . - TO SATISFY REQUIREMENTS OF CHAPTER 18 qND APPENDIX CHAPTER 33. � u
<br /> OFTHECONTRACTDOCUMENTS. - �� � �
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<br /> 7.ALL STRUCTURNL STEEL TO BE SHOP PftIME WITH"GRAY'RUSTOLEUM. Bd Z.5 0.131 �.5 Z ��.� OF SHAFT � � � ��-�� �--��- --- � � ------ � ---�� �� ----�� �
<br /> CON7R4CTOR IMTIATED CMANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND �� m I
<br /> SHOPORA�N�S���NOTSAT�SFYTH�SREa��REMENT Q ; �! w MATERIAL TESTING REQUIREMENTS .�
<br /> CONTRACTOR SFIAI.L NOTIFV THIS OFFICE OF ANY CONDITION H F , 9.USE NOTCH TOUGH fILLER METAL HAVING A MINIMUM M �
<br /> ENGWEER FOR NPPROVAL PRIOR TO FABRICATION OR GONSTRUCTION.CHANGES SHOWN ON - N IME Oft PAINT CONCRETE EMBEDED POR710N OF STEEL SECTIONS. �OE 3 0.148 1 5/8 �. �
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<br /> E INDS WHERE,IN HIS CHARPV V-NOTCH TOUGHNESS OF 20 Ff.L&S.AT-20 DEG F �'. 18� 3.5 0.182 2 , . THE REINFORGNG WIRE MESH,THE PLAIN AND DEFORMED REINFORCING STEEL BARS PND THE �J` �
<br /> JUDGMENT,IT WOULD BE�ESIRABLE TO MODIFY THE REQUIREMENTS TO PRODUCE THE BEST FOR ALL WELDS IN THE BRACES AND MOMENT CONNECTIONS. 20d 4 0.192 2 25 ' � � ___.._ _._... ��. STRUCTURAL STEEL SHAPES DELIVERED TO THE JOB SITE FOR USE IN THE CONSTRUCTION OF t`v� �
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<br /> RESULTS_ ---_ . ....__--_.._.. .______. . .._.______ . ._____.._ .__.___ ...... .._ _._. _______. ___ __.. .. .__.. .__.___._ ._ .___________. ���� DESCftIPTION DIAMETER �� PENETRATION � THESTRUCTUREMUSTBEACCOMPANIEDWITHMILLCERTIFlCATES,PREPAREDBYANAPPROVED O
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<br /> ALL INSPECTIONS TO BE IN ACCORDANCE WITH U.B.C.SECTION 108. AS NGTED ON OF SHAFT REGUIRED INTO TESTING AGENCV,WHICH DOCUMENT THE MATERIAL STRENGTHS AND CHEMICAL COMP051710NS
<br /> STRUCTURAL HARDWARE &ACCESORIES WASHERS THESE�RAW7NGS RE�UfRED�INCHES) MAINMEMBER Q � � N
<br /> SPEqAI iNSPECTIONS i0 BE IN ACCORDANCE W1TH U.B.C.SECTION 7701. �. ____. __-.. . ._ .__.. , ��� � - -�� ��----- �:.: - --_ �' ��. SPEqFlED FOR THE PROJECT �y�
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<br /> .. _.. . 16d 0.1620 �� �-. . .._._.. . __.. . ._._-_ � ��7
<br /> OBSERVATION VISITS TO THE SITE BY ENGINEER SHALL NOT BE CONSTRUED AS INSPECTION OR ��. WASHERS SHALL BE USED UNDER HEADS&NUTS OF ALL BOLTS BEARING ON WOOD. 10d � 0.1<BO � 1 7/8" � �
<br /> P HALL E MANUFACTURED OF A.S.T.M.A 307 STEEL. '� � z ' � LOADI NG
<br /> i6d SINKER 0.1480 t 7/8" � � �
<br /> APPROVAI OF CONSTRUCTION. SHOT PINS SHALL BE I.C.B.O.APPROVED. WASMERS LISTED BELOW SHALL BE USED IN THE FOLLOWING PLACES' ' I�
<br /> CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOft WALL AND SLAB OPENINGS, � EX ANSION 80LTS(WEDGE ANCHORS)SHALL BE I C.B.O.APPROVED AND ACCEPTED BY THE , 1.WOOD LEDGERS TO CONCRETE OR MASONRY WALLS. � � � � /.UVE LOADS: � � � � � r1-�
<br /> ARCHITECTURAL TREATMENT,AND DIMENSIONS NOT SHOWN.CONSULT MECHANICAL AND GOVERNING BUILOING DEPARTMENT. 2.SOLE PLATES TO FOUNDATION. , NOTES � �..) � �
<br /> ELECTRICAI PL4NS FOR SIZES AND LOCATIONS OF ALL OPENINGS FOR DUCTS,PIPES,ETC. 3.AGAINST 7'MEMBEft WHEN 3UCH 7'MEMBEft IS BOLTED AGAINST LARGER MEMBER. a.ROOF....i6 PSF REDUGIBLE r` � �„y�
<br /> NOT SHOWN. ��� FABRICATED ACCESSORIES SHALL BE IN COMPLIANCE WITH THE SECTION SiRUCTURAL STEEL ��,. � 1.USE NAILS WITH OVEftALL LEN6TH5 TMAT PROVIDE NOT LESS V 7� V
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<br /> ALL WORK PERFORME ��. �. . . /��
<br /> O ACCORDING TO 7HIS DRAIMNG SHALL BE DONE AS TO COMPIY WITH ALL , � THAN THE RE�UIRED PENETRATION NOTED IN THIS TABLE FOR 2.SEISMIC LOADS: 2001 CAIIFORNIA BUIIDING CODE-ZONE E �y �. �
<br /> TNE INSTALLATION OF DRILLED IN OOWEIS AND BOLTS,OTFlER THAN EXPANSION ANCNORS,
<br /> THE CONDITIONS,RESTRICTIONS,CONSTRUCTION MEiHODS,AND SAfETV RE�UIREMENTS �, BOiT DIAMETR STEEL PLATE SOUARE WASMERS MAL IRON ROUND WASHER '� EACH CONNECTION. � }�
<br /> �MPOSED BY CAL-0SHA,AND THE CITY AND/OR COUNTY. SHALL BE INSiALLED AND INSPECTED PER CODE. ---�-�����-- --� -�� '--�-- �-��'--�--����--� '� . TVPE B FAUIT,6 KM.,NEWPORT INGLEWOOD FAUIT. ^7 Q�
<br /> �-� --- --�� ��-���- � ------� 1Y2" 2 12'X 2 1?X 114' 2 12"X i/4" 2.ONIV SMOOTH SHAFT COMMON NAILS MEETING THE REQUIREMEMS '�"�
<br /> �/� � j� � � � �� � � � OF THIS TAOLE ARE ACCEPTABLE FOR THIS PRQIECT UNLESS SOIL PROFILE rYPE SD `J. �V �
<br /> ALL UNDERGROUND ELECTRICAI CONDUIT AND OTHER UTIIITIES SHFLL BE INSTALLED, PAI�/"�LLJ'\M PSL '��. 5/S" 21?'%21(1"X il4" 2 3/4"X$H6" OTHERIMSE NOTE�ON THESE STRUCTURAL DRAWINGS. ��.. �+�1 O �
<br /> VERIFlED,AND APPROVE�PRIOR TO PL4CING CONCRETE. � Na=1.0,Nv=7.2 r`
<br /> _ _. _ . _ -__ _ .__. __'. yd" 3"X 3"X1/4•• 3•X7/18"
<br /> SHOP DRAWINGS: MODULUS OF ELASTIGTY E 2 0 X 10 PSI 3.ALTERNATIVE NAILS MUST BE SUBMITTE�FOR APPROVAL PRIOR 3.WIND LOADS: v r `
<br /> -�----- �-�� 7/8 3 12"X 3 17'X 5/18" 3 1/7'X 7/18" TO START OF CONSTRUC710N.
<br /> FIEXURALSTRESS Fb=2900PS1 '�, t�l ' ^ w
<br /> a.REVIEW SHOP DRAWINGS BEFORE SUBMITTING TO THE ARCHITECT OR ENGNEER. SHEAR STRESS Fv=290 PSI ��� 4 X 4"X 3/8" 4"X i/7' �'� �.. a.BASIC WIND SPEED=70 MPH. � /��/'�/�
<br /> b.ATTAINSHOPDRAWINGAPPROVALBEFOREBEGINNINGFABRICATION. � �-- �-��� -� ����� � �� ---�--��� �-�---- ---��- �� ----���� �------- ------ ��---�- ----� -�� ��--�---�-----� �------- �� � �� ---- b.8A5EDONSTRUCTURESLESSTHAN40FEETINMEIGHT W
<br /> cSHOPORAWINGSAREMFANTTODEMONSTRATEUNDERSTANDINGOFTHEDE5IGN SAWN LUMBER PL 1 VVOOD OI SHEAR WALL SCHEDULE ��c � � �� � �� � � � -���- c.EXPOSUREC-PROJECTEDAREAMETHOD. �
<br /> CONCEPTANDSTRUCTURALCONFIGURATION.INFORMATIONRELAVEDONSHOP -__._. ._..._-- _.. .._ ____. _.___ ..__ .....__ .-_._. . � � � '.. � �PICAL NAIL SIZES ' 4.MU�TIPLYBYAPPROPRIATECOEFFICIENTSBEFOREUSINGFORSPECIFlCDESIGN
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<br /> DRAWINGS DOES NOi GONSTITUTE AUTHORIZATION FOR CHANGE ORDERS. �. WEST COAST DOUGLAS FIR U1RCH 19%MAXIMUM MOISTUftE CONTENT. A.P A.TRADEMARKED GRAOE C D X.�PROTECT FROM PftOLONGED EXPOSURE TO WETNESS. ,, �� / _ i SITUATIONS(SEE U8C SECTION 2311). �
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<br /> FOUN DATIO N � ���STS ..... ..... ...NO.2(Po=900 PSI) . ROOF PLVWOOD SHEATHING SHALL BE BONDED BV EXTERIOR GWE �
<br /> . JOISTS ..... ...... ......NO.1(ib=1000PS1) PLYVi00DPANELSSHALLBEBUTiEDFLUSHVJITHADJOININGPANELS. �'� I I I I I I � ' '� � ' � •�^✓
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<br /> FOUNDATION REPORTS SHALL BE CONSIDERED PART OF THESE PIANS. BEAMS AND HEADERS ...... .NO.2(4"WIDTH/0.900 PSI) . IEAVE t!8"SPACE AT ALL ROOF AND FLOOR PANEI EDGE AND JOINTS,UNLESS OTHERWISE � �, �
<br /> THE CONTR4CTOR SHALL TAKE ALL NECESSARY MEASURES TO FULLY PROTECi AOJACENT '�. NO.i�8"WIDTH AND GREATER Po=1350 PSI) ��. RECOMMENDED BV MANUFACTURER.NMEN EXTENDED PERIODS OF MOISTURE ARE E%PECTED, ' , - - - - � F . _ � ___. ___ _ _�. _ �
<br /> OMIT A LINE OF SHEETS EVERY EIGHN FEET TO CREATE A TEMPORARY EXPANSION JOIM. � � -�� �- ---� "---' - � �
<br /> PROPERTIES. �''. � '`- � '- - - - ��. �- -- `_ _ _ .
<br /> NO PIPES AND CONDURS SHALI E%TEND UNDER ISOL4TED COLUMN FOOTING OR UNDER � STUDS AND PLATES(2X6)......�.STUD OR BET ER IE=700PSI 7�PSI) AlL SHEAR WALL PLYWOOD'EDGES ED AS THE WATERPROOfIN61S APPLIED. . ��i� I � � F N I LL p ,
<br /> GENERALNOTES � I I
<br /> CONTINUOUS WALL FOOTING GRADE BEAMS ETC.,UNLESS SPECIFICAILY DETAILED. ��, ( � � � AND JOMTS MUST BE BACKEO BV BLOCKING OR PRIMARV ��, � �. �
<br /> � FRAMING.PLYWOOD SHEETS MAV BE INSTALLED EITHER WITH FACE GRAIN PARALLEL OR �1 ��� SEE PLAN FOR PLVWOOD THICKNESS 8 NAILING �`, r- - -- I � � � O o p '�.' • � .
<br /> � ..' I : ,� , � <��..
<br /> � POSTS(qX4 AND LARGER)......NO.i(Po=1000 PSI) � PERPENDICVL4R TO STUDS. � B.N.=BOUNDARV NAILING . F. i I ,
<br /> ALL FOOTINGS TO REST ON UNDISTURBED FIRM SOIL OR COMPACTED FILL APPROVED 6Y THE ppSiS(BXB AND LARGER. - � �, ��� �'�. , '. Q LL
<br /> PRO.IECT GEOTECHMCAI ENGINEER. ).....NO.i�ib-1200 PSq - E.N.=EDGE NAILING � ��N�' � � " Q . � �
<br /> PIACE ROOF AND/OR FLOOR PLYWOOD SHEATHING WITH FACE GRAIN PERPENDICULAR TO '� QpE � � - �
<br /> 0
<br /> F.N.=FlELD NAILING � ��-E.N. ��- � '- �
<br /> REMOVE All ORGANIC MATERIAL BELOW FOOTING IOCATIONS AND SLABS. SILL PtATES ON CONCRETE AND MASONftV SHALL BE PftESSllftE TREATED WITH AN APPROVED SUPPORTS AND CONiINUOUS OVER AT LEAST TWO SUPPORTS. X=NAIL SPACING � � �
<br /> . PRESERVATIVE OR SHALL BE DUft48LE WOOD(FDN.GR.CALIF.REDVJO00 OR FOUNDATION - ' I �.. I I
<br /> TOP OF CONCRETE SLAB SHALL BE A MINIMUM OF 5'ABOVE FINISH GRADE/1T PERIMEIER . LUMBER WESTERN RED CEOAR). FLOOR PLYWOOD 3HEATHINC+SHALL HAVE TONGUE AND GROOVE ED(iES OR 21NCH LUMBER � � �r -� � �
<br /> � 2�� PLACE PLYWOOD SHTG.WITH FACE GRAIN
<br /> ' BLOCKING BETWEEN SUPPORTS,UN�ESS NOTED OiHERWISE. _. / �, 1 �� I , . i '.� X I�I
<br /> OF BUILDING. . ',. PERPENDICULAR i0 SUPPORTS OVER AT --E N. '�
<br /> DESIGN OF FOOTINGS IS BASED ON 1000 PSF ASSUMED ALLOWABIE SOIL BEARING VAWE. '�. '. °SHEAR WALL SCHEDULE" °ANCHOR BOLT SCHEDULE �. IEAST TWO SUPPORTS. � � '
<br /> TO BE VERiFiED BV A SOIL'S REPORT. �����. (UNLE55 NOTED OTHERWISE ON PLANS) �� .
<br /> . . � ...... . .. ... . .... _ . .. .. .. .. ,.�� _ . _:_ __- - _ __ _ - _- _ _" ' ...
<br /> i 8�;:�7/B"PL45TER OVER PAPER BACKED LATH WITH EXPANDEO 5/8"DIAM.AT 48"O/C 3�� PROVIDE 2%FULL DEPTH BLOCKING AT 8'-0" ' �-- --- -� - • = • � ��- � - ��-�
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<br /> _..._ .. .-.. - ._ . � EN �
<br /> '� METAL,OR WOVEN LATH 1MTH NAILING OF 11 GAUGE, -� O/C MAXIMUM BETWEEN ROOF JOISTS\
<br /> CONCRETE GLUED LAMINATED LUMBER ,-,�•�oN�,�„�-o�AMETERH�,o,�,�vAN�ZEOANOBE F�ooR�o�STs ' '� :a X . � , ,� '
<br /> _._. __. ..._. . FURREDAMINIMUMOFIl4"ATB'O/C.ATTOP880TTOM . I I I I I ', ''� •, �. ,
<br /> . ._... _._._ _....... __.._ -__._._._ ____... _.. . ..___ - _.. . ___. . �
<br /> ._ .... __-____. ._.-- __. . .. . __ __.
<br /> PLATES,EDGE OF SHEAR WALL 8 FlELD. ....90pJ' 4��2X4 FUIT BLOCKING AT OTHER EDGES � , g 4 �,
<br /> ALL CEMENT SHALL CONFIRM TO A 5 T.M.G150,TVPE I OR II USE TYPE V WHERE SOIL ���-' I I I I � � �' �/�
<br /> SU�FATE IS GREATER THAN 0.2%. DOUGLAS FIR LARCH,COMBINATION 24F-V4 FOR SIMPLE SPANS AND 24FV8 FOR CANTILEVER ,��..,. �IF CALLED FOR ON PLANS(BLOCKED DIPHRAGM) I �i �, ��,i . �J
<br /> AND MULTISPANS(Po=2400.P51).WRAP AND PROTECT FROM WEATHER.STORE OFF THE GROUND. 10�%15/32"APA RATE�SHEATHING,24/0(3 PLV PLYWO00 OR OSB) 5/8"DIAM.AT 48"O/C ��EN. � N
<br /> F N. I
<br /> ALL AGGREGATE SHALL CONFORM TO A.S T.M.G33. �'. GLUED-LAMINATED BEAMS TO BE PER U1TE5T EDIiION OF A.N.S.L A790-1 SPEqFICATiONS. �� �TM 8O NAILS AT 8"O.C.AT EDGES&AT 77'O C.AT FlELD......198ttf 5'�.BLOCKING SAME SIZE 8 DEPTH AS JOIST OR RAFTER - ' ��. �� ' O
<br /> W/A35 EACH SIDE,EACH EN�. I I I I I,� �� .� � � /y\
<br /> 77- tYJ7 APA RATED SHEATHING,3Z16(5 PLY PLVWOOD OR OSB28� 5!8"DIAM_AT 48"O/C 6 NAIL EDGE DISTANCE-3!8"MIN.8 SHALL NOT 'I I�� �I I ',' W
<br /> SHRINKAGE SHALL BE PER A.S T.M_G157 WITH THE AVERAGE DRYING SHRINKAGE AT � � �
<br /> 28 DAVS NOT TO EXCEED 0.05%. , AN pITC CERTIFICATE Of COMPLIANCE FOR GWED LAMINATEO WOOD MEMBERS SHALL BE I I I I� I.j V�
<br /> GIVEN 70 THE BUILDING INSPECTOR PRIOR TO INSTALLATION. ✓ 'iMTH 8tl NAILS AT 4"O.C.AT EOGES&72'O/C.AT FIELD BE DRIVEN THROUGH QUTER PLYWOOD. I . . � �..�
<br /> DRYPACK SHALL BE COMPOSE�OF ONE PART PORTL4N�CEMENT TO NOT MORE THAN THREE � .� ���� -'�, - � � ^\
<br /> PARTS SANO. � LICENSED FABRICA70R i5 RE�UIREO. �� . __ � �
<br /> �12�-�15/3Y'APA STRUCTURAL I RATE�SHEATHING,32/78 5/B"DIAM.AT 32"O7C �--` �� ��- - �-� -- - - - - � � ' 4�
<br /> CONTINUOUS FOOTINGS AND PADS ....Prr2500 psi' `� (5 PLV PLVWOOD OR OSB)WITH Bd NAILS AT 3"O!C AT EOGES W/3X P.T.SILL PLATE ' � � � � � � � 8 N -_.-pERiMETER OF BLDG.ANO DIAPHRAGM 80UNDARY � ' � �
<br /> SIAB ON GRADE ......... ..... .....Pc=2500 psi' &17'O/C.AT FIELD .................412JX - ITYPICAL\T70 �- ' �
<br /> ...._._ _- _. .._.__-_ ...--... . ._._- . ..._.....__ -_ . ._..- _ -_._... __.. .. .._... �
<br /> -__... ...___ . __ .. . .._ __.. ...- -_. .. . ..._. - __..... ..._--_.. .__._-__. .. t�. .� -._. __.. . _...... ANDSHEARWALLS �
<br /> ALLCONCRETESHALLREACHMINiMUMCOMPREHEN51VE5TRENGTHAT280AVSAND WOOD FRAMING NOTES �,13,;�15/37'APASTRUCTURALIRATEDSHEATMING,32/16 5/6'DIAM.AT37'O/C �- - � � ��- �� � � ����- ��-��-
<br /> SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBIC YAR�AND MA%. i�� �� �y� �n �
<br /> SLUMP=5".MAXIMUM SIZE AGGREGATE=3/4".MIXING AND PLACING OF ALL � (5 PLV PLYWOOD OR OSB)WITF{Btl tJA1L5 AT 2"O/C AT EDGES Wf 3X P T.SILL PIATE ; � �. P LYIIVOOD ROOF/ FLOOR SH EATH I NG � � �' \'J �'^�
<br /> CONCRETEANDSELECTIONOFMATERIAlTO8E1NACCORDANCEWITHU.B.C. ------ �------- �-��� � �- ------� ----�- ------. .. . .. ..._-_._.. ______._ &170tC.ATFIEID...................549#!' % ,�
<br /> F. ___ __ __ _ ___-__ -_- ___ ('! 0� V1
<br /> SECTIONS 7904,1905,ANO AG CODE 304-83.USE NO CALCIUM CHLORIDE. '�-- '-1 � ^`
<br /> � ALL WOOD FRAMING DETAIL NOT SHOWN OTHERIMSE SHALL BE CONSTRUCTED TO THE MINIMUM 14�>75l37'APA STRUCTURAL I ftATED SHEATHING,31/16 5/8"DIAM.AT 24"O!C ",
<br /> CONCRETE SHA�L BE PIACED IN LAVERS NOT OVER 12 INCHES DEEP. STANDARDS OF THE UMFORM BUILDING COOE PER SECTION 2326. _ % '' ,X 2X X --- SN0.S AT 18'O/C
<br /> USE MECHANICAL VIBRATORS TO THOROUGHLY COMPACT ALL CONCRETE � , (5 PLV PLVWOOD OR OSB)NATH tOd NAILS AT 7'O!C AT EDGES W/3X P T.Sill PLATE �'. ��_� ..,:._. , DBL.TOP PLATES-�--7 O � � .
<br /> VIBRATORS SHALL MAINTAiN A SPEED OF NOT LESS THAN�000 IMPUISES PER MINUTE �� M�NIMUM NAILING,UNLESS OTHERWISE NOTED,SHALL CONFORM TO TABLE 2311-&1 OF THE ' 8�7'O/C.Ai FlEID ................fi53k1 � � � �.
<br /> , T.- -_:-:_- - .__ _ --_. � r�
<br /> _� _
<br /> � � � .�_. . �. . .. �__ _' - _'- -._
<br /> WHEN SUBMERGED IN THE CONCRETE. UNIFORM BUILDING CODE. - � - ' _ . � _... .. . ._ V
<br /> PERFORM INTERNAL Vi8RAT10N BY DIRECT ACTION IN THE CONCRETE AND NOT AGAINST ' , j 1 j�SIMPSON"STRONGWALL GARAGE PORTAL"SHEAR WALL (2)SB"DIAM.X 77'LONG , �.�- ,I �- ;' � - ��� -��- -'�- - -, ,� --- --- -�-�-- � � js-/.��
<br /> fORMS OR REINFORCEMENT. ��. BAOLDIOON FRAMED WALLS SHALL COMP'Y WIiH TABLE 231V-B OF THE UNIFORM BUILAING INSTALL PER I.C.B.O.k PFG5485 AND MANUFACTURER'S RECOMMENDATIONS.........1,095#/' I I I�_X_�j I I � I I I I Z �� '� I � I I I I . II���� '� ' �J..� " v/
<br /> L
<br /> VIBftA�E EACH POUft UNTIL THE WATER SHOWS INDICATIONS OF RISING BUT NOT \ 1 I
<br /> UNTIL THE WATER HAS RISEN_ BALLOON FRAMED WALL NON-BEARING STUD HEIGHTS: '� ' �
<br /> F �� �
<br /> i
<br /> ViBRATORS SHAL�BE APPLIED AT UNIFORMLY SPACEO POINTS NO7 APART THAN THE ���. 2%4 S�1G'O.C.MAX.14-0'HEIGHT � A MINIMUM 2-12"X2-12"Xtl4"THICK PI.ATE WASHER IS REQUIRED UNDER Nl1T AT EA.FOUNDATION ' �
<br /> VISIBLE EFFECTNENE55 OF THE MACH W E �, 2X6'S @ 16"0.4 MAX.20'-0"HEIGHT SILL BOLT.(ALTERNATE SIMPSON BP98 BEARING PL4TE) i I.I . '� 'I �'� Z I rI I! I I I � I i , : � N
<br /> . .. NO MULTiPLES OF 2X4'S ARE ALLOWEO TO SPAN MORE THAN 14'-0". ', USE ONLV COMMON FULL HEADED NAILS.(NO CIiP NAIt HEADS) ��, _�1I -�' E N I� W . _ _ __ _ _ I � �.y. �
<br /> ..___. ...... ____ ....___._. _..- - � , - - . I I V �e�t
<br /> NAILS SNALL BE PLACED NOT LESS THAN 1R'FROM THE PANEL EOGES i I I I I `.. . , � I ���
<br /> R E I N F O R C I N G B A R S ALL STUDS SHALL BE SINGLE IENGTH,UNSPLICED.FRAME ALL CORNERS AND - _-- - E.N. E.N. : � I I , ' I '�/'�� �� �
<br /> INTERSECTIONS NATH THREE OR MORE STUDS PWS ALL REQUIRED BEARING FOR WALL � �, '
<br /> � FINISH. AND NOT LESS THAN i/2'FROM THE EOGE Of CONNEC7ING MEMBER. ' �i � - �� I,i �.
<br /> .. _._ . .. . _ ._. ..__ _ �.
<br /> ALL REINFORCING SHALL BE A S 7 M.A615-00 PoR#4 BARS AND SMALLER. � �� ��� ����� � -}1 �� ��� I I I�I I I I I I '��� � -- V 1 �
<br /> I �
<br /> ALL BEAMS TO BE SUPPORTED WITH FULL BEARING UNLESS NOTED OTHERWISE. �� PROVIDE 3'NOMINAL OR WIDER FRAAIING AT ADJOINING PANEL EDGES � � HEADER �� � f \ ��
<br /> ALL REW FORCING SHALL BE A 5 T M_AS1560 FOR#5 BARS ANO LP.RGER. � AND WULS STAGGERED IN TYVO LINES ALONG PANEL EDGES FOR SHEAR WALL iYPES 12,73 8 11. � �'�� ' ' I 1
<br /> ALL BARS SHALL BE DEFORMEO AS PEft A.S.T M.A-305. � ALL ISOLATED POSTS AND BEAMS 70 HAVE SIMPSON PB'S AND PCS MINIMUM,UNLESS NOTED ' � � I I I I ' I I I�r I� � � �Y,�I � � � `J •�
<br /> OiHERWISE. HEADER � ' �' --8LK'G 2 BAYS MIN. �
<br /> ALL BENDS SNALL BE MADE CO�D. �� '. PANEL SHEATHINGS SHALL BE BUTTED FWSH WITH ADJOINING PANELS. �
<br /> ' �'j '� �I t I� CONTINUOUS BLMGS ARE ^' �
<br /> ALL WALLS ON WOOD FLOOR TO BE SUPPORTED WITH DOUBLE JOIST OR SOLID BLOCKING, � ' I I I I I�I I i I I I�I I I `V
<br /> ALL BARS SHALL BE CLEAN OF LOOSE FL4KV RUST,GREASE OR OiHER MATERIALS LIKELV TO �'�
<br /> IMPAIR BOND. UNLESS NOTEO OTHERWISE. PANEL SHEATHINGS TO BE APPLIED DIRECTLY TO STUDS AND BLOCKAL�EOGES. '. TRIMMER(S) ' I I I . REQUIRED WHEN COILED S'fRAP O t
<br /> WELDED WIRE FABRIC TO BE A.5 T.M.A-185 LAP t-i/1 SPACES,4"MIN. i '� IS CALLED FOR SPEqAL
<br /> ALL SIMPSON HD,HDA.ANO PA HOLD DONMS TO BE fASTENED 704X4 POST MMIMUM, '� PLYWOOD SHALL BE MANUFACTURE�USING EXTERIOR GLUE � 4X FULL HEIGFfT '�i � I I I �- I \ CONDIT7ONS.APPLV STRAP
<br /> �� �� � a �� I � N W
<br /> REINFORpNG BAR RE�UIRED OVERL4P AT SPLICES. UNLE55 NOTED OTHERWISE POST PER PLAN � 'x I.I X i I { I �'� I�I � I I I I I OVER PLVWOOD SHEATHING � �
<br /> USE 4 FEET BY 8 FEET MINIMUM SHEETS WHERE POSSIBIE, WITH HOLDOWN j � I h I I I I I I I \ /
<br /> BAR SIZE MIN.REOUIRED OVERLAP PROVIDE CONTINUOUS SOLID BLOGKING AT MI�HEIGHT OF ALL STUD WALLS OVER 8 FEET IN AND STA6GER ADJACENT HORIZONTAL JOMTS IN ALL CASES. (U.N.O) '� �'. I { � � ' 3%MIN.FRAMING MEMBERS O
<br /> 1l4 24" HEIGHT. a,. ATADJOINING PANEL EDGES �/'�
<br /> � zd ' MINIMUM DIMENSION OF ANY SHEET SHALL BE 241NCHES. '� E N x` X I �� AT SHEAR WALL TYPES Ll/
<br /> � 37' �� CROSS BRIDGE OR SOLID BLOCK JOISTS AND RAFiERS AT 8 FEET MAXIMUM INTERVALS. ��. , �.
<br /> � � � SOLID BIOCK BETWEEN ALL JOISTS AT ENDS AND AT SUPPORTS.BIOCKING TIMBER SHALL � wHERE SHEATHING IS APPllEO ON BOTH FACES OF A WALL AN�NAIL '� E�N '�"�� , ��-- - ,-� -I I_ I I �� �� I I I I I I �, 12,13,&14 NPICAL M ,
<br /> __ . . . . . . . �
<br /> - -- _ W
<br /> � n" � 8E 2c SAME SIZE AS JOISTS OR R4FfERS.TOENAII BLOCKING TO SUPPORTS NATH 16dAT SPACING IS LESS THAN fi INCHES ON CENTER ON EITHER SIDE,PANEL � f � � � � I � �� - � � � ..�
<br /> �' G O.C.,UNLES$NOTED OTHERWISE. JOINTS SHALL BE OFfSET TO FAIL ON DIFFERENT FRAMING MEMBERS, �'� I I'i L.E N �i x i , I .�... B�,G � �., _._. __ , .___ .
<br /> ALL REINFORCING BARS SHALL BE ACCURATELV AND SECURELY PLACED BEFORE POURING '� OR FRAMING SHALL BE 3-INCH NOMINAL OR THICKER AND NAILS ON � "�� � .
<br /> CONCRETE,OR GROUTING MASONRY. . PROVIDE DOUBLE JOISTS EACM SIDE OF OPENINGS,UNLESS DETAILED OTHERWISE EACH SIDE SHALL BE STAGGERED. � � � I i I I � I I� I I � �
<br /> CONCRETE PROTEGTION FOR R I �
<br /> +-• r��.
<br /> E NFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF BOLTS IN TIMBER TO HAVE STANDARD WASHERS U.N.O.BOLT HOIES TO BE t/16"IARGER
<br /> . .' ' . _ ' � :. T..._� �..
<br /> THE BARS.COVER SHALL BE AS FOLLOWS(UNlESS OTHERWISE NOTEO��. � HOLE SIZE FOR ALL ANCHOR BOLTS IN SILL PLATES SHALL 8E 7/16 0F HOLDOWN ANCHOR . I, �i h� �. ��'�
<br /> � THAN BOLT DIAMETER.NO L4RGER HOLES PERMITTED. AN INCH LARGER THAN THE DIAMETER OF THE ANCHOR BOLT.iHE SPACED �' I�I I I I I �'� X x �� 'i,
<br /> A. POURED AGAINST EARTH ........ ..3" t WHERE CALLE� � I . ..E.N. ,I I I ��l-:Y M ry '.
<br /> B. POURED AGAINST FORM BELOW GRADE ....7' ALL METAL CONNECTOR AND HANGERS TO BE'SIMPSON STRONG TIE'OR EQUAL APPROVE� AROUND THE ANCHOR BOLT,IN OVERSIZED SILL PLATE MOLE,TO BE FlLLED � FOR PER PLAN ir �� Q Q �, �
<br /> C. SlABS ON('iftADES(FROM TOP OF SLAB) ...1" BV THE ENGINEEft). WITH AN APPROVED QUICK-SETTING,SHRINKAGE RESISTANT DRV PACKING ', ,�i- . �
<br /> . . 3 � �. X. I I I I I i�. I I �I 9 U' C� , �i,
<br /> � � PRODUCT. �. 9-. �. �
<br /> All HORIZONTAL REINfORCEMENT SHALL HAVE MATCHING DOVvELS AT CARNERS OF THE WALLS. �. STU�S IN E%TERIOR WALLS OR INTERIOR BEARING PARTITIONS SHALL BE CUT OR NOTCHE� � r ' _ � i
<br /> A LL V E R T I C A�R E M F O ft C E M E N T S H A LL H A V E M A T C H I N G D O W E L S T O F O O T I N G. N O M O R E T H A N 2 5%O F i H E I R W I D T H.I N T E R I O R N O N-B E A R I N G P A R T I T I O N S M A Y B E N O T C H E D . BOLOTSDBE ITWEEN BO T HEADS OR UTS AND WOODO�-CONNECTOR ', i'�.,L� .. _. r I'i` - ' , ��i, _ _ ��i __- __ I!I _ _. _�I,_ _I�` L I ,I,_I, � � ���,� ,-_ ��._
<br /> � 40%OFTHEIRWIDTH. ��� � _. �..__. .�.. ...: . ...._ . . . .. . . .�. � _� � _�...__. . . '�__� . I
<br /> REINFORCING STEEL SNALL E%TEND MINIMUM OF 24'AROUND ALL CORNERS AND INTO ��� � � -� �� - � �� �
<br /> IMERSECTIONS. . BORED HOLES IN ANY STUD SHALL BE LIMITED TO 40%OF THEIR WIOiH AND SHALL 8E BOLT HOLES SHALL BE tl32 TO L16 0F AN INCH(MAXIMUM)LARGER THAN THE �� � � � � � �� �� � '. � ��j �� -���� -��� -�---���� �
<br /> ____ .._ - _-._ _.
<br /> ALL ftEiNFORCEMENT SHALL BE SUPPOftTED BY CHAIR3 OR CONCRETE. ��. LOCATED AT�EAST 5/&INCH FROM THE EDGE OF THE STUD. BOLTS DIAMETER AT THE CONNECTION OF TFfE HOL0.DOWN TO TNE POST. � 4� SILL PLATE BOl.l7NG EQUALLV SPACED(OR SOLE PLATE NAIIING AT 9" � '"'�
<br /> ' INSPEC7oR TO VEftIFv. 3X P T D.F.FOUNDATION SILL
<br /> ALL REINFORCING STEEL WELDING RE�UIRES CONTINUOUS INSPEGTION BY A REGISTERED �'�, TOP PLATES OF ALL STUD WALL3 SHALL BE 2c AND SAME SRE AS STUDS,LAP PLATES �� �� ��' UPPER FLOORS) � PLATE IS REQUIRED AT SHEAR � O
<br /> DEPUTY BUILDING INSPECTOR. '�, 4 FEET MINIMUM,ANO PROVIDE 8-t6tl FACE NAIL3 EXCEPT NOTED OTHERWISE ON PLAN. ���. HOLD-�OWN CONNECTORS SHALL BE TOR�UED AS REQUIRED BY THE �. BOLT HOLES SHALL.BE A MIN.7/32"TO A WALL lVPE 72,13,8 14_ yJ N
<br /> ' '� MANUFACTURER,PRIOR TO COVERING OF THE WALL FRAMING. MAX.7l1G LARGER TI1AN THE THE BOLT � \�
<br /> WELDING Of REINFORCING STEEL SHAI.L BE PERFOftMED USING LOW HVDROGEN ELECTRODE$ � pROVIDE 1"X4"LET-IN BRACE OR EQUNALENT AT EACH END AND EACH 25 LJNEAR fEET OF '� p�p,METER
<br /> AND IN ACCORDANCE WITH AWSD12.1-75.REWFORGNG STEEL WEL�ING CODE. SHEATHING NAILS SHALI BE DRNEN F�USH BUT SHALL NOT FRACTURE NPICPL\T11 Q �
<br /> ��. WALLS.BRACESHALLEXTENDTOPLATES. ' THESURFACEOFTHESHEATHINGENTIREPLVWOODSHEATHMGSHALLBE �'- ������ �---���� �- ���- � � -�� �- --� � �- -��-- � _._.. . ____ .._ .._ ._ .... . ..... O
<br /> NO 6AR5 PARTIALLV EMBEDDE�IN HARDENED CONCRETE SHALL BE FIELO BENT UNLESS � �� � � � -�� � ��� � ��- -
<br /> SPECIFICAILV SO DETAILED OR APPftOVED BY THE ENGINEER. �� ALL DOUBLE"I"JOISTS USED AS A BEAM TO HAVE FILLERS AT REPLACEO WHEN NAIL OR NAILS ARE OVER DRNEN. � ��/ �/�� STAGGER SHEAR PANELS AS SFIOWN WHEN HEIGHT �� � � \
<br /> �, WEBANDNAILTHROUGHWITHNJOROWSOF10tl'sA78"O/C. ����, � I 1 P. PL I VVOOD SHEAR WALL DETAILS OFWALLEXCEE0.SSHEARPANELSHEETLENGh� �
<br /> , �,. .:::__-._. . ....._ ... . .. . . .. __. ... .. ....._ .. . .._. .. ...... ___.. ..___. .. .... . _._ .. . . .. . . ... �
<br /> _ ... .... . .. .. _..... .__. .. __._. _ .._ _____ _. _.... . _.__... ___.. . __... . . ._.... _.._. . ______. __... ..__. .. .__ -__--__.___-_..__-_-___-_'___ --___'_ ___...___- .__-_ __'_'_ .._... ._.. �
<br /> .._. .._._. _.... . .___.._. .. . ._ . .... ___. . . .___._ . . .._.. ._.. . . ._._.. .__ ..__.. . .__... __.. .. ._... ._ _._ . . ..._. �
<br /> � �
<br /> � �.y
<br /> •�"'i S-I
<br /> �-Y �
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<br /> Q� �
<br /> Q �
<br /> S-1
<br /> Q
<br /> �
<br /> 0
<br /> •,�
<br /> Structural Notes / TYP Details � �' N �' � �' `�
<br /> �
<br /> Scale N/A
<br />
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