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<br /> This symbol indicates a dedicated shear wall or panel,the type per callout below. ! c���-��'�'� � �
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<br /> (� �� 11�� 1 ; �� Vt�alls without this symbol,or labeled"NS"are not dedicated shear walls-use code- ; Op Of WCiZI Co71ne iOri: ���`� ��� d''l�Q 5�}, -"` ' "" � -�- - � �
<br /> � � 1GW � standard construction. - i'--_ INTERIOR PARAL EL _. .. ._.__.-j-�-�-g�:�D�.�j�. � ' � Bottom Of Wall .. ..____ ,
<br /> � ' ._ _.___:.__ _ TRUSS ON SIiEAR � Connection:
<br /> 3.4 �i Min. length of shear panel,ff. '
<br /> , __ ._- -_ __. ____- - _- : � BOTTOM PLATE AND
<br /> i If°W",construct entire QVall per this callout,with minimum individual panel lengths • ; �- WALL �
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<br /> _ ' __ MUD SILL COND'S
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<br /> ` i indicated on plan. � � � �
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<br /> 1 : PW�Shear Wall,Plywood or OSB Detail '
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<br /> 1 * 1 Shear Wall.Good for Eh= 120 plf,seismic• 168 plf,wind. j : : -��- � "- , - -- -- - -- -- �--- '
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<br /> ----_----- _--------.. - . _.__.�_.�____ . .
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<br /> : .._.___�_��_._..____---.....,m,,,�,, __. _. .___.._,.____ ___,..muu...�,g�_�___ _ _.._ _ __ _---_ - - ---i Where stud length is 10'or less,_use min.2x4 at ma�c. spacing of 24" - - --
<br /> _ __. ....�,�.,���..�rn� -- ---- -- - .
<br /> . � _� �Where stud length is 10_1'to 16',use 2x6 or 1.75x5.5 LVL at max. spacing of 16" OC� _ __ -
<br /> , . ; __ I���__��TWhere stud length is more than 16',use 1.75x5.5 LVL at max spacing oi 12"OC. Max stud ler.�tn=22'. . � � ,
<br /> ' ; * I g: p ywood. Sheathing may be oriented either direction. � '
<br /> __ i___� Sheathin One side,_7/16"min.,OSB or CDX 1 _ _ .
<br /> � i Nailing,use 8d.Edge spacing=6"max.Field spacing: if studs at 24" OC=6" max. If studs at?n"t�iC,field � .
<br /> -- �---�spacing= 12"max. -------- --- ----- --'-
<br /> * � Boundary Members: � .�
<br /> � — ---------- -
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<br /> j- �Top plates use double 2x with 4$"min splice length and 8,min 16d_nails per splice. Good for 1,200 Ib drag ,
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<br /> _ �- � Bottom plates and studs with edge nailing: 2x min. � �� ���� � �, • ,
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<br /> i Blocking:Not required.(per ANSI/AF&PA SDPWS2008,43.7.1) ___ y =� ��`f�/ �"+��- �_,� ;� ,� ������
<br /> �* To of wall connection: • �,�� ;��,
<br /> � -- - �- p----- . �.� _�:; :� _., . . . �. _.... .
<br /> � ;Perpendicular truss or rafter heel on top plate.Use continuous blocking(vented bird blocks are okay) . _ �
<br /> � i ibetween heels.Use roof edge nailing into top of block.Connect block to wall top plate with 16d toenails at 3/SK2
<br /> . ; � '4"OC.Connect truss heel to top plate with SDWC15600 screw,or H3 inside or outside of wall. ; Standard Struetural Specifications°— Copyright Tim K. Garrison P.E. � STANDARD CONCRETE; . .
<br /> r-- -__ --- --------- --------- --------- --- 9 �
<br /> � �- i Parallel rim to top ptate:If sheathing is continuous over the rim,no special connectors required.If sheathing � �
<br /> � ��� , : ( i , 1/SK2; � Standard Concrete. Concrete for footings, slabs, and walls shall attain a minimum 28 day strength of fc=
<br /> .��CYt At. �l�-�.1� " � D u,/�'2 �V� jq � l ;stops at bottom of rim,connect rim to wali top plate with A34 @ 24"OC. f 2/SK2 . 2,500 psi unless otherwise noted on Plans.Minimum cement eontent=5 saeks per cubie yard.Maximum
<br /> � BASIS OF DESIGN-APPLICABLE CODES: water/cement ratio shall be 0.45. All materials shall be in accordance with ACI 318;latest edition.Mixing
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<br /> � - jPerpendicular�oist to top plate: Use continuous blocking between joists.If sheathing is contimious over the 2�SK2� •
<br /> ' �rim blocking,no special connectors required. If sheathing stops at bottom of rim blocking,corcF:ect rim Code.The designs herein are prepared in aecordanee with the 2015 IBC. Construetion shall eonform with and plaeing of all concrete to be in aeeordanee with IBC and ACI 304, latest edition. _
<br /> � T � blocking to wall top plate with A34 @ 24"OC_ , 4�5� the most recent building code adopted by the approving jurisdiction. Air Entrairunent.Provide 5%air entraining in all concrete exposed to the earth or weather.
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<br /> - . - •�- ...: �L.�---�---=_ ; T Parallel joist to top plate.Align a floor joist or rim joist on top of wail top plate. Connect with A34 or LTPS '
<br /> ' ' � 4/SK2 LIMITED SCOPE OF CONSULTANT'S WORK: ' CONCRETE REINFORCING: -
<br /> - - - - - - - - � 36"OC.
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<br /> i i * i _Bottom of wall connection: _ _ __ _ _ _ __ _ __ _ Consultant.The consultant in responsible charge of the work indicated herein is Tim K. Garrison,P.E., ` Strength, Splicing,Bending:Reinforcing bars(rebar)shall be grade 60(Fy=60 ksi)or better,unless
<br /> 2 t C � 2 i C � 5� p,, _- Bottom plate to wood framing below_ 16d 6"OC____ ________ _ ___ ____2/SK2 doing business as ConstructionCalc, Inc., hereafter indicated as"CCI." otherwise s ecified in the Plans. All reinforcin shall be s hced, detailed bent and su orted in '
<br /> �P dF 8 i i �a 2!G ---T------ , P g P � � , PP
<br /> - I Mud sill to concrete: MASA or MASAP or 5/8"anchor bolt or Titen HD with 5"min embedment,@ 60" , ` accordance with applicable ACI code. •
<br /> � -�7 ;OC and within 12"of corners, ends and intersections,with 3"x 3"x.229"min steel plate washer with edge , 5/SK2 � Consultant s Work.The seope of work of CCI is limited to struetural lateral analysis of: . ,
<br /> Scope of
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<br /> �-- - � CONVENTIONAL WOOD FRAMING: �
<br /> _ — _ - = T=�_ - - _ —__ _ _ - _ ! _=_ - _ _ — __ _ _ _ — - _ _ ;of washer within 1/2"of edge of sill late(slotted with plate washer under nut okay.) i O A garage with duplex over.Two stories,total. ' � . _ ,
<br /> -� 2 PW;Shear Wall,Plywood or OSB ' � Material. All sawn framin lumber,not includin beams, osts,and columns, snall be S ruce Pine Fir,Hem �
<br /> * ; � Shear Wall.Good for Eh=350� tf seismic•490 lf wind. ^a � --- CCI takes responsibility only for items specifically addressed in our drawings and calculations. Constructed g g P p .
<br /> � ____. �-____ � _S_ Fir, or pou las Fir-Larch,Number 2 or better,unless otherwise shown. All sawn wood shall have
<br /> . *: -�- - -- --- p p --------------------- items not specifically addressed herein shall be built per minimum code. . g
<br /> ;Same as 1PW with the following exceptions. o
<br /> ° ` _ ______- moisture content less than 25/o.
<br /> � ' Blocking:All edges blocked with min.,2x. CCI has not analyzed gravity portions of the building, ineluding but not limited to certain: beams, columns; : �
<br /> Nail edge spacing,use 4"ma�c. � __ ____ T floor framing systems,roof framing system, connections, etc. � ' PRE-FABRICATED FRAMING CONNECTORS:
<br /> ` - _ iMud sill anchorage spacing,use 36"OC,max. _ _ _ _ ______ _ _ �_ __ . ` Manufacturer: Simpson brand is specified,however any other nationally recognized brand may be used
<br /> � � � � 5 RD �Roof Diaphragm LOADS . , provided that they are equivalent in their ability to carry all applied loads in all orientations.
<br /> a- � ` ' - * ?Good for Eh=230 plf,wind and seismic.Max aspect ratio=3:1. , Fo owing are the loads used for the subject design/analysis: -� ,
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<br /> �, ---- - ----- - - - --- - -- --- --- --_.- ----- ------ ---,- - STRUCTURAL STEEL: � , �
<br /> - ' ^ ' � * ; Trusses or rafters:2x at 24"OC,max. ' O Roof live: 20 psf. O Interior wall dead: 7 psf � , h�"
<br /> ` � * ! � Sheathing:7/16"min.,OSB or CDX ptywood. � iling de . 15 psf . _ . 1=0.50 General.All fabrication and erection of Structural Steel shall comply with the requirements of AISC�int -
<br /> O Roof+ce ad• O Seismic Factors• Ss 1 322 S 2
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<br /> 3 ; *��-- - --- �-----�- -- - O Roof snow: 25 psf O Seismic Des Category: "D" . � -
<br /> ' < ; _, Y Sheathing Layout_Case 1 per IBC 2306.2.(1)
<br /> : -' r * ; --- ^- --� ------ ----------- --- -- --- o Floor live: 40 psf o Wind Exposure `B', 3-sec gust: 120 mph:� Structural Sha e Materials.All structural sha es shall com 1, with the followin standards exce t where
<br /> �o�l� �p - -- -- Nailing,use 8d at 6"edges, 12" field. --------- -- - — - ------------- - -- � P P P Y g P ; .
<br /> * ' --�- --------- -- � O Floor dead: 15 psf O Assumed allowable soil bearing pressure: noted otherwise.
<br /> ; Blocking:Not required except at supports and at connections to shear walls below. O Exterior wall dead: 10 psf 1,500 psf.
<br /> 6 ` FD IFloor Diaphragm O Angles,channels,and plates: ASTM A36(Fy=36 ksi)or better. '
<br /> ` �' * � �Use min., 16 oc rated,_APA Sturd-I-Ftoor;May be oSB or plywood. o Structural Steel Tube sections shall be ASTM A500,Gr.B (Fy=46 ksi). :
<br /> � ' ` *i Sheathing Layout:Case_1 er IBC 2306.2.1 i � ^- -- - COMPETENT CONSTRUCTION PERSONNEL/SAFETY:
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<br /> * Orient sheets continuous over two or more spans,with the lon dimension across su orts � � Onl com etent ersonnel familiar with construction and safet ractices ermane to the ro'ect shown Weldin . All welding by state-eertified structural welders.For shielded metal arc welding,use only low
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<br /> ; :,.: � . ,.:- . , ,._, . ;,.>.�. ; ; * 'Glue,and connect with ring shank nails or#9 screws at 6"edges, 12" field_____ __ herein should be employed to assemble and eonstruct the work. . - hydrogen electrodes,min.70 ksi., in conformance with current ANSI/AWS code:All base plates,beam
<br /> �- end lates, steel end connectors, stiffener lates, and bent lates at column ends shall be sho fabricated
<br /> * � ;Blocking: not re uired exce t at su orts(beams)and connections to shear walls betow. � p p p p
<br /> ` _ _. 11' FF iFloor-To-Floor Holdown ' MATERIALS AND METHODS: _ . , ze shall be equivalent to or
<br /> unless otherwise noted or shown in the Plans or structural sketches Weld si
<br /> ' � � * J 1 Good for 13801b tension. � � ` Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is ' better than the element being welded, and shall be welded all around unless otherwise noted.Care shall be
<br /> f-- the contractor's responsibility to ensure all field personnel understand and adhere to this. taken to avoid excess warping of welded elements.
<br /> * i Use CS18 vertical strap applied to outside of wall sheathing.Attach to min.,2x stud lined up above.Fill all r vide s andard
<br /> i � �` - . I nail holes with lOd. A unless otherwise shown.P o t � �
<br /> r - - - --.- - - - - - - - - - - - � ' , * _ �_ FOOTINGS,FOUNDATIONS,SLABS ON GRADE: Bolts.Bolts and anchor bolts to be ASTM A307 grade , .
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