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<br /> BUILQING CODE ,
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<br /> 2012 INTERNATIONAL BUILDING CODE - 8:' ALL SILL FLATES SHALL BE BOLTED TO ..THE FOUNDATION WITH
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<br /> ' ` 5 8 MINIMUM DIAMETER OLTS S
<br /> / , B . PACED AT A MAXIMUM OF 48
<br /> FLaOR LOAD , , .
<br /> - QN CENTER. . BOtTS MUST BE EMBEDDED A MINIMU '°. -
<br /> M OF 7 INTO
<br /> , . �
<br /> DE�D LOAD : 12 psf CONCRETE OR MASONRY: SEE PLANS AND DETAILS FOR - ' � 6�2
<br /> . _ , �' �
<br /> !_i VE: LOAD. 40 sf
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<br /> , SPECIFIC REQUIREMENTS WHERE APPLICABLE. ` � ������� :
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<br /> RO�F LOAD 9. R�Ni -
<br /> JOIST IS TO BE :11 #4" LSL MINIMUM.
<br /> DE.AD LQAD: 15 psf . . ' J . (�
<br /> -FLA�T RQQF S(�OW LOAD: 25 sf :10. ` PROVIDE DOUBLE JOIST UNDE 4�
<br /> p , . R ALL PARALLEL PARTITIQN g co
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<br /> SNQW EXPOSURE FACTQR: Ce :: 1.1 WALLS AND , SOLID BLOCKiNG` UNDER PERPENDIGULAR PARTITION rn
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<br /> SNC�W LOAD IMPO , . . WALLS, ;
<br /> RTANCE FACTOR (Is). 1 .0 .�
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<br /> TNERMAL FACTOR Ct : 1 .1 . � � .
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<br /> 11 : CONTACT THIS OFFICE - PRlOR TO MAKING ANY CHANGES TQ -. CO
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<br /> _
<br /> ' , "_ ` _
<br /> THESE DETAILS (n
<br /> WIND DESIGN DATA - : , w �- N
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<br /> 1 : E3ASIC` WIND SPEED:. 85 . MPH ,
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<br /> 2: VVIND IMPORTANCE . FACTOR (Iw); 1.0 : GENERAL � � ,� o
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<br /> BUILDING CATEGORY: _I! _. . . - , �- : . -
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<br /> � - � o.. . . v� .
<br /> 1 . ALL MATERIALS AND W�RKMANSHIP .SHALL CONFQRM TO THE �
<br /> 3: 1NIND . EXPOSURE: B ' ' ; . E � c�:,
<br /> , CONTRACT DRAWINGS. H , , w oo �
<br /> 4:. Kzt = 2,0 INTERNAL f'RESSURE `CQEFFIGIENT: NA . -
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<br /> - � ., . .; . .. . „ .;. : . :. •,: �. ...:. ��. �
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<br /> 6; APFLICABLE WIND PRESSURE FOR ; .. ,, ., � ... ;. ,: . ,, . , � �. . , .� ,:,�,� � .�..; : �: .� . :, . . (n � Q M �
<br /> 2. DURING THE .GONSTRUCTION PERIOD THE CONTRACTOR SHALL � • . -. . . �.. ,; ..� . : .•.., ��,:� � ��� :.. ; : � v -+�
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<br /> CQMPONENTS AND CLADDING: NA ` . �.. : ,. ... ., : d ..,� ,: . .�� ,. . , ...: - .4 . � . �'�: .. . � b �' ;
<br /> BE RESPONSIBLE FOR THE SAFETY .OF. THE BUILDING. THE '� � ' IV
<br /> . . . ., . .�. -. : . : � '�. . �. _:.. � . , . ' .,. � .� , '�.. : � .. � � '• •4 .. • '•.d�:.. � ; ,.'�� '••�;. .. � '��:. . ., :.i , ,.• :. . ;. I '..d.,�.�•. .�d•. ;. .: . �, . . ^.N., . .
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<br /> . . .. ' ... ... . �. .' . , . . . :. . . . . ' . .
<br /> �ONTRACTOR-: SHALL PROVIDE ADEQUATE SHORING, BRACING, AND . . ��,,.� ..�. : ..' ::. :� � � � .A:� :�.�.� . �. .���: . ., -� � .:
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<br /> .•.a.�� . � . . : � . ..• •.. . , . a, . . . 3._
<br /> SE�IMIC DESIGN DATA . . GIJYS IN ACCQRDANCE WITH' ALL NATIONAL STATE ... . . . . .. , .. .. . ,... _ �.. ,�
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<br /> , , � AN � ��.� . . a: : . . . .. . . . ,... ., ., . . . . ; <.. .4 :,..: . ,. --
<br /> D LOCAL . � . o
<br /> 1 : . �EISMIC IMPQRTANCE FACTOR: 1 .0 . SAFETY ORDI A ' CE . . . °. .. :: ;;.,. .;:,..;... . .. . .. .,,. :. �� • � : �, .,�. , y.. `j: •��,, . . .q ... . �; � �
<br /> N. N S. ANY DEVIATION MUST .BE APPROVED IN . . , , •. � . .4. .: �� � � • . .�; ;. �. N
<br /> e .. . , . . • � , .. ... .
<br /> SE)SMIC U.SE GROUP< I _ WRITING PRIOR TQ ERECTION. _ . � .
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<br /> 2. aPECTRAL RESPQNSE ACCELERATION (Ss): 128.2� G
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<br /> 3: ALL ER
<br /> 3. �ITE:; CLAS�: D ASSUMED ECTION . PRQCEDURES SHALL. CONFORM T4 OSHA w�-.
<br /> C ) : Q DOUBLE TOP PLATE W/ EDGE NAILING. .. Q HOLDOWN PER SCHEDULE
<br /> -�
<br /> STANDARDS: ANY DEV(ATION MUST. BE APPROVED BY QSHA STAGGER . . . : ; o
<br /> 4. SPECTRAL RESFONSE COEFEICIENTS . (SDS): 85.5%G - ( ) AND PLAN (HDQB-SDS3
<br /> FRIQR TO ERECTIQN. , _
<br /> 5.; �EISMIC DESIGN .CATEGORY: D . _ B� SNEARWALL EQGE NAILING AT. ACL PANEL 'S �
<br /> �.
<br /> HOWN '
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<br /> 6. 13ASIC -SEISMIC=FORGE=RESISTING SYSTEM: SHEARVVALLS - , EDGES. BLOCKING„ AT ALL.. FANEL:. EDGES -�' �
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<br /> 4. THE CQNTRACTOR ,SHALL BE SOLELY RE.SPONSIBLE FOR ALL
<br /> 7. I�ESIGN , BASE SHEAR: SEE: CALCULATIONS WHERE APPLICABLE. � �
<br /> �i COORDINATE AL.L STUD AN
<br /> ,
<br /> , GONSTRUCTION PROCEDURES. 0 S. w/ SHEARW
<br /> 8. �EISMlC .RESPONSE CQEFFICIENT Cs ; ;.Q.092
<br /> C ) - ST (FULL '
<br /> EDGE NAILING TO ; HQLDOWN PO PLATE SIZE ALL
<br /> - SCHEDULE. REQUIREMENTS
<br /> , .
<br /> 9. RESPONSE MODIFICATION FACTOR R : ' 6.5 ' . HEIGHT) STAGGER (NTQ DOUBLE :STUDS _
<br /> � � - 5. THE CONTRACTQR SHALL BE RESPONSIBLE .F.OR CQORDINATING ` �� , � JQ EDGE NAILING .TQ F'OSTS,
<br /> 10: ANALYSIS PROCEDURE: IJSED: EQUIVALENT LATERAL
<br /> � STUDS � 16, : ON CENTER .
<br /> THE WORK OF ALL TRADES AND. SHALL CHECK AL� DIMENSIONS. - � ` ` .__ M STIJDS,°: AND :KING �
<br /> FOF�CE PROCEDURE ALL D , E
<br /> TRI
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<br /> ISCREPAN.CIES SHALL BE CALLED T0 THE ATTENTION . OF Q PRESSURE TR�ATED SILL PLATE WITW STUDS
<br /> THE ENGINEER . AND BE RESOLVED PRIOR TO PROC�EDING WITH EDGE NAILING AND ANCHOR BOLTS .PER ` � BEA
<br /> T HEADER S
<br /> TUD FOR
<br /> HE WORK. _ SHEARWALL SCHEDULE, C�
<br /> FRAMING LUMBER �. -
<br /> 1 . FRAMING LUMBER SHALL .BE NEM-FIR N0. 2: GRADES ARE ' 6. DRAWINGS INDICATE GENERAL AND TYPIC � TOP PLqTE. �PLICE NAILING: TO BE (8) 16d �
<br /> AL DE I'AILS OF „
<br /> TYPIGAL UNL.ESS .QTHERWISE NOTED ON PLANS, LUM�ER TO BE CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SINKERS (MIN). LAF. 48 MINIMUM. _ ; C�
<br /> _ , �
<br /> GRA,DE MARKED . PER WCLIB SFECIFICATIONS, : `. `INpICATED BUT ARE OF SIMILAR CHARACTER TO GETAlLS SHOWN; •
<br /> ' R .SPLI ` ON STUD '
<br /> SIMIL.AR DETAiLS OF GONSTRUCTfON SHALL BE US�o suB�Ec-r To S TD . S H E A R WA
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<br /> 2: �TRUCT R ' N =
<br /> EVATI Q�1 W 0 RI M �
<br /> URAL SHEATHING SHALL BE APA RATED PL`(WOOD, EVIEW BY THE ENGINEER. - �
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<br /> `
<br /> EXPOSURE 1 SHEATHING CONFORMING TO EITHER . COMMERCIAL ,
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<br /> ST ND - � 7.
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<br /> A ARDS P51 . 83 APA PRP . 108 OR OLUNT RY P UCT ALL DETAILS DESIGNATED AS STANDA
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<br /> > , V. A ROD : RD OR TYPICAL SHALL _ . . Q
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<br /> 3 OCCUR. IN ADDITION TQ ANY OTMER SPECIFIC D
<br /> STANDARD P�E-92, PROVIDE A MINIMUM OF /S . EDGE DISTANCE. E.TAIL. CALLED QUT,
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<br /> ON ALL NAILS AND .
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<br /> Y8 EXPANSION ;101NT BETWEEN ALL PANEL
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<br /> , 8. .ALL INFOR Z
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<br /> ED�ES: MINJM M S . . MATION SHOWN ON ,THE DRAWINGS RELATlVE T0 : . '0
<br /> U . HE.ATHING REQUIREMENTS ARE .AS FOLLOWS. . . ,
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<br /> ;� EXIS
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<br /> ONDITIONS IS GiVEN AS THE BEST PRESENT.. . . :
<br /> ROOF.. _
<br /> SH�ATMING T0 BE . - . , .. . . . . ._. , . � _� �
<br /> _� lNT ..APA RATE.D PL`(WOOD, . P.I ,
<br /> ,.,_ KNOW
<br /> LEDG BUT W 0 ;
<br /> , E TH UT GUARANTEE OF , -1 : . .
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<br /> ACCURACY. WHERE, ,.C�
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<br /> 48 24. NAIL WI
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<br /> � , TH 10d NAILS AT_ 6 ON CENTER AT - . . , . }- .
<br /> , _ , AC UAL
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<br /> „ T, CONDITIONS CONFLICT WITH THE DRAWINGS T
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<br /> EY..SHALL Q_. (� ;'
<br /> PANEL. EDGES AND 12 ON ..CENTER AT: INTERMEDIATE .
<br /> BE REPORTED- TO TNE E G
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<br /> _ : N INEER SO :THE PROPER REVISIONS .MAY
<br /> MEMBERS. . : ;
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<br /> . BE>. � `
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<br /> MADE. MODIFICATIONS TQ CONSTRUGTION DET
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<br /> . AILS SHALL
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<br /> NOT BE MADE :WITHOUT PRIOR WRITT
<br /> �N APPROVAL BY� T
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<br /> SUB FLQORING TO BE , / TONGUE AND. GROOVE C D .
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<br /> 4 . , ENGINEER: ,
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<br /> INT-APA RATED PLYWOOD OR QSB WITH EXTERIOR GLUE -
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<br /> P.1. 48 2 . ` -
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<br /> / 4 GLUE ANQ NAIL WITH 1 �d NAILS AT 6 . QN
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<br /> CENTER- AT PA `
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<br /> NEL EpGES AND 12 ON CENTER , � ._.r.� �
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<br /> . _. : TRUSS FER PLA ���4 � ,. ., .a: . .� �:.
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<br /> ,. 8d C� 6 0 C INTO BLQCKING.: -
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<br /> 3. NAILING SHALL CO - , O , o /� �,�.. . ..��.�s , �
<br /> NFORM TO TABLE_ 2304.9.1 QF TH E . �, : � ,,�� r� .
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<br /> I N T �R AT , �:��' � �;,:w=� : s.
<br /> E N IONAL BUILDING CODE UNLESS NOTED OTHER�UISE. USE _ , . : o . A - ��.�r ;.:�
<br /> H1 CLIP C� EACH . TRUSS � � �;.
<br /> , .; ,., Mr ��,r�:. .;
<br /> � � .a�, �r.,�
<br /> CQMMON NAILS THROUGHOUT UNLESS NO �� b
<br /> _ TED OTHERWISE, - » �
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<br /> 4. �JO STRUCTURAL MEMBER SHALL .B : �.. . � , , a.
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<br /> SPECIFICALL 3Q mi ���
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<br /> VENTILATION MAY BE LENGTH.
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<br /> REQ D AT .BLQCKING. �:.,.ti. ... • � .ONE .#4 REBAR
<br /> �': � � � E D NUTS N --. . . �:���:��•:: Drawn B �`. CHRIS _
<br /> � �V���. '����22� �S�t�� �� ��. �1��K��3C�L�. ,: : ,. , , .�.��r. Y
<br /> VERIFY METHO
<br /> D W
<br /> HEA
<br /> OF ALL BOLTS AND _ _ � N S R
<br /> LAG SCREWS. BEARING ON WOOD. NAIL SHEATHING � � CONE . Checked `B : CHRIS'
<br /> _ . _. ,. :. ..
<br /> .
<br /> . E GINEER -. - (�2 MIN. REBAR . _ Y.
<br /> N. PRIOR TO . .
<br /> INTO EA. MEMBER OF . Date 1.2-03`=13. .
<br /> 7.; �30LT HOLES. SHALL BE NOMINAL DIAM�TER OF BOLT ,, � GTH) -
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<br /> TOP F'LATE
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<br /> ONSTRUCTION. BIRD
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<br /> LEN
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<br /> PLU� 1 #16" UNLESS NOTED OTHERWISE. LAG BOLT PIL�T BLOCKtNG IS .
<br /> .
<br /> .
<br /> _
<br /> Hi�LES SHALL BE PRE DRILLED TO 6�� QF THE NOMINAL
<br /> ;.
<br /> ACCEPTABLE:
<br /> -
<br /> 1/2 MIN
<br /> '
<br /> DiAMETER OF TNE LAG BOLT UNL"ESS NOTED OTHERWI�E. -
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<br /> FROM CORNER
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