|
_
<br /> � . _ _ ' _ , , _ _
<br /> - _ � ,
<br /> _ : �General Structural Nates _ _ _
<br /> REED & ASSOCIATES, PS
<br /> ' : _ , m
<br /> _ _ _ , _ _ _ �
<br /> Civ1l 8 Sfiructural Engineering . '
<br /> 8311-212th St $W Edmonds, WA 98026 _ , - , cn�
<br /> Office (9�25)778-2793 Fax t425)775-2073 _ _ ,
<br /> ' _ . _ _ ` �
<br /> , _ _ _ �
<br /> . cn
<br /> , _ , c� � >
<br /> CODE, ALL CONSTRUCTION SHALL CONFORM T0 'fHE INTERNATIONAL �:�;��,+;�����; 'CODE (IRC)' 20�� EDITION � �
<br /> ` � � �
<br /> � ,. _ _ __ �
<br /> � ,
<br /> F�EED � �SSt��IATES, P� _ _ _ �E�� � �4SS��I�,TE� PS _ � :'� �
<br /> . � 52 �
<br /> / 12�11 �
<br /> Civii & Structural Engineetin9 ' Givil& St�iictural En ineenn -
<br /> _ _ �J 9 � �
<br /> DESIGN LOAC7S� SEE ENGINEERING' PACKET F
<br /> QR- DESIGN LOADS, �
<br /> '8311 212tfi St. SW,Edmonds, WA 98026 8311 12t S : SW Edmo ds 98026 �'
<br /> - ` a� � 2 h t , n , WA ` .,-. _
<br /> �C'i �
<br /> . Offiae (425) 778-2793 Fax (425) 775-2073 _ , : , �ffice 425 778-2193 Fax 425 775-2073 — �"
<br /> ` . ■
<br /> _ _ _ � ( ) t � � 1 15�' _ � �,, �
<br /> _ ,�, � _
<br /> - _ _ _ _ ,..�
<br /> _ �
<br /> _ - _ �
<br /> o � �
<br /> �
<br /> _ . �h1�AF�1n/.AL.�. � t��L�C��/(� LC�C)VV�1 � F��l�[�ER� T0 FC�UNC�ATI�� N
<br /> �a��� �u.�.ca.� . �c� _ _ � � �
<br /> � � -�
<br /> CQMMC T�
<br /> S � -�
<br /> N1ARI� N
<br /> P :T d . , _ , * ,
<br /> INSPECTIQNS� NO SPECIAL INSPECTION }
<br /> S ARE RE�UIRED, NOTIFY BUILDING DE AR MEP T -� '
<br /> , _ �
<br /> _ � ���� '� � .
<br /> F' 1 2 TUD� MIRI IJ.N.C�. _
<br /> ��
<br /> 1 Sim son or e u�lq Loca ��TR.� _ � � �{ )
<br /> ENT INSPECTIONS A5 REQUIRED BY LQCAL ORDINANCE, _tE,' at �C1 C� Ofi S I1 G c'�CW r�I I U.'I�1.0, I(l Sfc`�I I _ �
<br /> FOft BUILDING DEPARM � } p q - � � 1
<br /> - , ` , , , _ . , . _ _ _ - , : __
<br /> er manufi�c ure re . m
<br /> t r co mendatian� for foundatian mi«� m en - : :
<br /> p mu d (34) 1 �d sinker� to each vurap beam/header berow
<br /> __ . _ . , ,. 6�
<br /> IU1��C �1 .
<br /> T 1 _ /� _
<br /> 2000 PSF BEARING C�I C� _
<br /> STURBED SOIL OF ASSUMED � S�r`�Cl c`3. C1CI PCT1bGC�l�T1Gll� C�E�P. E:tl �OUC1t�c�tIOC1 a C' - ' 1
<br /> F�UNDATIONS� EXTEND FOOTING TO UNOI , , K7 _ t S GC�U t"G(�. CO[lCIeC�GC� �I21�11�i1t �S �8 UIrP,CC�
<br /> C ACITY, BQTTOM OF EXfiERIOR FOOTINGS SNALL BE 1` 6" q
<br /> AP
<br /> . ADE, . � _ _ , .�
<br /> > INIS ED GR
<br /> MIN, BELQW �UTSIDE F H
<br /> , , „ � y,w�
<br /> 2 ' Con� ru ri �
<br /> �o r, ,
<br /> t ct c le w�ll same as shearv�rall SW above and ..-..
<br /> . ;
<br /> � � p� C � � (�Q� SDS /aX� 7/�3 � THR[� ROD E� _
<br /> _ _ �-2 �iDC��-�C�S�
<br /> _ :.� _ �� - • - _ � �R�:'
<br /> gable end same as sh�arwali (SV1i) below. thru (3� Stud� M�n ��R To i��� _ F.� -
<br /> _ - �- z�
<br /> U D CONSIST OF 'PREDOMINANTLY WELL GRADED, GRANULAR SOIL, FREE . , , cU _�
<br /> COMPACTED FILL� SHO L
<br /> ( _ _ - ,., ,, � _
<br /> . �,
<br /> IAL ND DEBRIS, FILL SHOULD B� � RE� UIi�C;S �� tOC' 2 �LX fOUtlC�r'��,IOC1 SIII �c��G r� .,:��
<br /> OF ORGRNIC MATER A l � q � � P __ _
<br /> PLAGEQ IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MTNMUM 0� ,95 PERCENT OF THE , - � f ` � -
<br /> _ . �TFID14/14�J 38 / 3Q � 16d
<br /> MAXIMUM DEN5ITY AT OPTIMUM MOTSTURE CONTENT DEi"ER _ 4�� TI1 rf�c`�Cj E'C� rOCI r`a tl C� CO U p I G I" `r�S' t"C; U I r(a C�o �-3 ` / � � N/A �
<br /> MINED BY ASTM D-1557 TESI PROCEDURES,
<br /> q
<br /> . : � �� � n ,` _ �� ��
<br /> Comm - _ _
<br /> : _ ' �5) on na�ls, UN�. 8d Q.131 x2/z , 1Od Q.148 x3 A _ _ :
<br /> . REVISICJNS
<br /> : _ ._,. i r �r ,,,.. '�� i� . _ � 1 '
<br /> _ ;, 1 � 1 _.. r�„ � �� �Q) � � �4X� _
<br /> 12d �.148 x3 /4 16d �.1 �2 x3 2 �
<br /> / , � 6d smker-0.148 ,:3/� .
<br /> - 2 SACKS OF CEMENT PER CUBIC YARD 0� , , ��q. I"IC}Q�-�D�� ' ; S�T��S
<br /> CONCRETE� f'c = 2500 PSI, MINIMUM .5 1/ , _ ,
<br /> CONCRETF_ AND A MAX..MUM 0� 6,0 GALLONS OF WATER PER 94 LB , ' tht'U {3� �F S�l.lC.�S MIt1
<br /> 0 BE '
<br /> , SACK OF CEMENT, MAXIMUM SLUMP >IS 4°, SEGREGATION OF MATERIALS T _
<br /> 3 _ � � �t
<br /> _
<br /> y PR�vEN-rEo� _ � Install H1 s on all trusses/raft�rs, A35 s at 2A� o/c on_ ables � ; _
<br /> � } 9 r�.
<br /> ,. , . _ ,
<br /> : rirr� 'oist or solid blk fio ta late sill I�te at fdn u.n.o. Wh�n _ _
<br /> 1 � �) p � ( p ,� , �...
<br /> : , , , _a �� ' . ' � . _ _
<br /> ; R _
<br /> �
<br /> ARGER SHAL� BE GRADE 60 DEFORMED BA S, AND #3 _
<br /> ftEINFORCING STEEL, #S BARS AND l.. - S �'CI�IeC� � c`�CICI IS I(;S I1c`�i1
<br /> -6�5, p - _ p � s t 24 o/c, :in�tal! A35 s at r��f �olid -
<br /> AND #4 B�1RS SHALL BE GRADE 40, IN ACCORDANCE WITH A STM A _
<br /> WELDED WIR� FABRIC SHALL CONFORM 'TO ASTM A-185 AND SHALL BE 6X6 - _ '' ' -
<br /> W 1,4 X W 1,4 LAP QNE FULL MESH A7 SPLICES, _ , , . b�k I rl� tQ '�...�'' � �O p p�r'��E:, a n c1 i n sta l l H 1 or �2,�J' O Cl a�� _ _ �
<br /> , ,
<br /> , _ _ , �
<br /> r ss /r A�_
<br /> t u �s afters. LTP , LTPS or LS5Q can b� substitut�d for A35. _ _ _
<br /> . y , . �
<br /> Conn. per Sim son Stron T�e or e uai.
<br /> RQOF TRUSSES� SHALL 'BE DESIGNED IN ACCQRDANCE WITH THE T,P,L AND THE UBC, p :g _ � , , � �,,
<br /> � �
<br /> ' _ � �
<br /> , , _ ' � _ _ _ _ _ _ _ _ -
<br /> , : ' i . . _ _�_ - n : _ ,
<br /> � � �
<br /> - . 7 'Minimurn 3x or d�l-2x stud lam d w/ 2 -16d 6 �, c at
<br /> � TIMBER� BEAMS AND' POSTS (4X__ AND GREATER) DF-L#l OR BETTER � 1 _ � � � ,
<br /> _ , I
<br /> BEa;Ms � P�s-rs or-�n2 abutting p�nel ed es. __ i �
<br /> F2 / �TUD , � , _ ,
<br /> JOISTS STUDS _ H #
<br /> _
<br /> _ : �� • _ _ _ = I
<br /> �- . ; .. _,
<br /> M Eft HF#2 OR BET,ER , S AClCI10C' b4I�S SIIr�II b�' eC71�?G Cj _ ,
<br /> QTHER LU @ _, : � } C� @(� r�� IE:r`�S� �T 'li"1�U C(Jt1CrG-'t�', _ _ � � . �
<br /> GLB - Glu-Lam Beams 24F - V4 (2hF-V� .� �antilevers) , ,
<br /> _ . . _ . . : �
<br /> PSL - Paraltam , 2,0 E th�re shall be a m�nimum o� two b 1 _ _ : � - _
<br /> o ts per p�ec� with on� b�lfi _ �, �, ,
<br /> . ,, . - - �
<br /> �
<br /> _ , _ ��
<br /> ,,
<br /> A GRADING R
<br /> ULES F0� WESTERN
<br /> QRM TO WWP IQ P,(� ` r -
<br /> A � co�F cat not mo e th'an 12 ar l _
<br /> 2X__ TTMBER KILN DRIED, GRADES SH L _ P.SS '�I�ic'�Cl SC-:V@Cl bOlt (.�Ic`��Tl�'�GC'� firOCYI
<br /> ., � u , , � , �
<br /> LUMBER, LATEST EDITION, WOOD IN GONTACT WITH CONCRETE
<br /> RE TED, MISCELLANEOUS CONNECTIONS TQ BE SIMPSQN E.'c`�C fl �r1 C� tJ� I1 E,' I e C�: 2
<br /> �
<br /> SHALL BE PRESSURE T A � _ p X CYl l I1 �T, l,l.Ci.0. � '\ �-
<br /> , R . _ AILS 5HALL BE COMMON WIRE NAILS . _ _ _ _ _ C� .�-� `�
<br /> .. . S T..O N G T I E O R AP P ROVED E�UAL N
<br /> � 9 A'il sheathin mus b� r _ :. _ _ _ .
<br /> fi St uctural l sheathin U.N.O. _
<br /> _ : __ _
<br /> LQCK SQLID, _ __ _
<br /> > RAMINGr'EXTERIOR WALLS' TO BE SHEATHED WITN 7/16 OSB, B _ - _
<br /> SHEAft WALL F _
<br /> U � , . ,
<br /> NAIL TO 2X STUDS E- 16 O,G WITH 8d L 6 ;O,C, ALL R,�E� � �l�����/qT�� �� _
<br /> _ : `
<br /> _ Date: _ 5/2/2011
<br /> EDGES AND $d 12 O.C'� INT� BEARINGS, U,N,Q, - Civil &Structura(Engineering -
<br /> , '
<br /> _ , , _ � 8311 212kh St. SW, Edmonds,WA 98026 - '
<br /> , _ Office (425) 778-2793 Fax(42�) 77a-2073 �!Q b �. � � `'� 5�
<br /> , _. � _ _ _ �
<br /> ,_ ��
<br /> ��' _ . _ _ : _ _ _
<br /> QOF NAIL WITH 8d
<br /> ROQ DIAPNRAGM, APPLY 1/2 GDX PLYWOOD t32/:16? OR 7/16 OSB' ON R ,
<br /> F ,� : �
<br /> � -
<br /> SHEATHING ,APF'LY TC� �HEAT I DGE NAILS _� RC)t7F TO T�I� PLAT� _
<br /> Q 6 O,C, AT SUPPORTED EDGES AND Sd � 12 O,G AT - _ H N G E , '� � � _ _ , (�
<br /> I OR SUPPORTS BLOCKING NOT ftE�'D� ' IV�ARK '' . BA<7E PLArT� "
<br /> NTERI _ , _ ;, _ _ �ILL PLA.T� ANCI-IOR� W/
<br /> - _ _ .� __ ,_ a---
<br /> 2x HF STUD ` _
<br /> S 1 � o/c AL�. EDGES BLQCK�D ` � FLC�C?f� TU TC�P PLATE
<br /> : � � � ��1'�� 5 �r �� i� ,� (.�.
<br /> : _ � � __ { � � ac � x 1/4 1/VAS�I E I�S ���
<br /> �j _ ; �
<br /> U _ _ _. U.N.Q. BELaW 9
<br /> , UED AND NAILED TQ 1 � d0 IIOt �rlE;tl"at� aS� �U�II _ > � �ILI.� Fr�;AT� � (�
<br /> FLOOR DIAPHRAGM, APPLY 23/32 MIN, T8G STURD I FLOOR (24oc) GL , � p _ p �_ _ �_ } ,
<br /> L00 MI G' MEMBERS WITH 10d CQMMON WTRE
<br /> „NAILS - : , _ _ _ ,
<br /> F R FRA N -
<br /> u. �� _
<br /> AT 6 O,C, AT ALL SUPPORTED EDGES AND 10d COMMON
<br /> WIRE 'NAILS � 12 O,C, AT _ ,'_ �
<br /> _ . ,, ,� �s n ' �r �r
<br /> _ .,, _ '� -' ' �r � yr
<br /> _ 8d 6 o/c 12 o/c field __
<br /> , zN-r�RzoR suPPQRTs, _ SW_ 1 7/16 OSB . a� 16d ' c� � qIc A35 24 0l� �/8 4�x1 Q A� s 60 a/c
<br /> : _ _ � ) C� C� a� �
<br /> _ - . __ _ c�
<br /> „ „
<br /> : . �--�- : _
<br /> „ „
<br /> �
<br /> �� _ ti ir � n
<br /> SNALL VERIFY DIMENSIONS AND CQNDITIONS AT JOB _
<br /> MISCELLANEOUS� THE CONTRACTOR _
<br /> W- _ _ _ _ 8d- 4 o/c 12 o/c field _ .� � o/c A3 14 �-
<br /> SITE, -THE CONTRACTOft SHALL PROVIDE TEMPORARY BRACING ' � 2 7I�I � OS B � � � �I �(� �� J � OIC �I g �X� O AB S �� �O (�IC [�
<br /> AS RE�UIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN
<br /> � �
<br /> _ �
<br /> NS ALLED, D0 NQT SCALE DRAWING5, PRE-FABRICATED ITEMS T , +� �
<br /> I T _ 8C� 2 O�C Stc`� E3t'GC� �
<br /> 0 BE HANDLED :AND INSTALLE(a PER MANUFACTURER�ES RECOMMENDATIONS� �:, : .,� � g g n - n „ „ , „ �
<br /> _ - _ �11V-3 7116 OSB (7} p� _ 16ci �� � olc A35 �a 8 o/c 5I� !�x'10 .�E3 s a� 30 o/c � �
<br /> �12 o/G field) _ ,
<br /> _ _ ,, _ �
<br /> .�� �.,.._�. �.....�.. _,._.�w...�� ...�..�. .. _.. .�
<br /> .��..��, ___ _ 8d 2 olc st� ered c,n
<br /> WIND DESIGN CRITERTA� _ __,.n��._4._..� � ......... . � ^�:.mm.. ,� ...,�„f. ..,.� � g� �p vo � � `�
<br /> 4: n � r �i �� � n
<br /> _. = , �1 I;:i:E_t.< < ;.>',:i.�_ .,�;:,,.�;a -� {� "#' � L;
<br /> ,BASIC WIND SPEED 85 MPG , IMPORTANCE; LW 1,0 , ; : :: . _. ,. .: _: R�� 7�� � �Sg 7 �r � JC� �� / �35 � 8 0/� 518 ��� 0 A� s 30 O�C � ' �
<br /> �= � � :
<br /> WINDOW EXPORSURE, B ' ` : , #, �,�� � �` � _ �.,�,. �; � � t� 2 O�C f E I C�) � �
<br /> �, � , , � „;�� ._: _
<br /> ,. . ,.�, „ . _, , CL
<br /> �
<br /> .r � �, _ �"�
<br /> ., �}-^
<br /> . . .. . _ . . . . . . .. � � .. a�,. � � . €9'.:>.a�.`�:?%�{`i�.. . . �6�. . . � . .. � . . _ . . .. . , . . ...�1 _ , ... . . . .
<br /> � � � � � �� �I. c' . . . . . . . . . . . . . V .� . � .
<br /> � .. . . . . . . . . � � . .1 < � . . � . . . . � . . � � � � . . � .. � �. �. � � � � . . �. .
<br /> . . . . . . �. . . . ._ . . . - � I 7'� t�.}�:..t� iS..��i:a t�. '��`� .xF���� S?�� . �. � . . � � - . . � � . - � : . . . . � . . � . . � . . . � , .� . . � � , � .� . ..
<br /> SEISMIC DESIGN CRITERIA, , : � , �.1
<br /> f'x�..3.F�.� �.t,.,.xr.,..,,...
<br /> � _ ' , �:,,u�: F �..� � � �
<br /> �� , . .._ _ _,.: .. ... . .: ::_.. ,z....
<br /> IMPORT
<br /> ANCE Le _L0 Ss 1,25' ', _ .,.:... . _.. . _ E. , _ ,� . _ '� '� �
<br /> , � .,, .� f .;.. _. ..�,�..�.,,���.�:�:�. _ �
<br /> .� �:...t,�. .... :�.�,,. ,� � .. a ,, �� , ,
<br /> - _. >; .._.. .. _ . �, _ :. �_,..
<br /> SITE CLASS D S 1- 0,�4 ,� ,r.: ._�.. .. ,._<� ,,�,:.;� x r ,, „ � �
<br /> SISMIC DESIGN CAT„ D�-- Sds�0,83 , 4 :s + �� � � f � � �#� ��, �, , _
<br /> , � :� �
<br /> _ _ _ ,_ �,� :
<br /> � SEIS, FORCE RES, SYS( 1,K,6;�.,, : �,• 1=0,43 , �'�t��r_.�..��_�.,__ _m� �-�.�...__ :__..�.. '� � �
<br /> �.:
<br /> j : �"�.; . • � .r,.;� k�a ,,r �. _ �
<br /> -AR �.�� LB _. 0,13 ' , ,.,. .. . _ T E �- l . _ �
<br /> DESIGN BASE SHE � . _ �, E:�<; .. , �. _ ... : 1.�� , ,� I---- ,
<br /> _ � .��_,�. .�__ � _m.._r,,>.�._.m.....�__. �.�_v ._,..��
<br /> _ ,_ � 1. ��� .� , _
<br /> _ _ -_: .. ._�:_.,...., <
<br /> � . . . . . �:.�. : ..e,,. 4...:.:.. .SEP........ �:i�...a. � �.Y . . . . .. . . . . . .
<br /> SIMPLIFIED METHOD R 6,5 �,, ,t,�_...,-.��� .c,:, ..:�,F,.�.tE _ � (.:�1 �
<br /> � ��
<br /> ���.�..:�....,. .. .,..:':. � ...K...H_��vs_.'M�_.,��� :� , ,
<br /> '
<br /> , � � �
<br /> � - .
<br /> __ , . .---� ,
<br /> �� __ .7�- ��,...,�. ��_-�.,�_��;�;. =--_�_____� �.� � ...,__ .-�� _.__�T � ,.�..;, _.. _ _- -- _
<br /> _ ,
<br /> _
<br /> _
<br /> , _ _ - M� _
<br /> ■ _ _ , ■
<br /> _ , � ,,
<br /> __
<br /> ,..
<br /> , o _
<br /> , . ,
<br /> _
<br /> .�
<br /> _ : ,, _ �
<br /> �
<br /> _ , � � �i - � �� - - � � � ��� • _ _ ,
<br /> , , , -
<br /> , _ _ ' _ :"i� �'_-v� °q'.
<br /> _ _ , _ �.( � 1 �`�� �0����� � �
<br /> _ _ ,� �,y
<br /> _ _ _ - _ _ , r .-r� t`
<br /> _ : _ , : . •s1 C� FU� �r��i�
<br /> ���� I�.�� �. � E� _
<br /> , , , _ _ _ : _ , , _
<br />
|