|
� -
<br /> , _ _ _ _ _ __
<br /> . _ _ , _ -
<br /> '_-, .
<br /> .
<br /> _ r-'�
<br /> General Structural Notes , '
<br /> REED 8. ASSOCIATES, PS
<br /> cd
<br /> Civil & Structural Engineering '
<br /> ' 8311-212fih St SW .Edmonds, WA 98026 , _ � ,
<br /> Offlce (425)778-2793 Fax (425)775-2073 ' ;
<br /> , , _ _ ,
<br /> _ : _ _ _ �E�� � �,S��CIAT�� P� �,
<br /> ,
<br /> _ _ . . . . 9 4/25/2�1 � �
<br /> _ �.��� � A��C��IATES, PS ;
<br /> :: , . ' C�vil & Structural Enc�ineermg
<br /> . . - 5.. . .. . .� . . . .. . . - ` . - . . �... � � . . . . . .
<br /> �� . Givil & Struc.tural �ngu�eenng $311 212ti� St; SW Edmonds 1/VA 98026 `—
<br /> ERPfA IONAL �����i-������, CQQE (IRC) 200 EDITION
<br /> GODE; ALL GQNSTRUCTIQN SHALL CONFQftM TQ THE INT T � _ �
<br /> -. �i311 212t1� St. SW, Edmonds, WA 98026
<br /> � ' offi�e �425� 7�8-z793 F�X (h25� 775-zo73 1 � —1 5�.�. [� �
<br /> . ' �
<br /> Office (�125) 77£i-2793 Fax (�25} 775-2073
<br /> : - /�-y- n� _._ _ i � � '
<br /> _ . _ _ �l-1 I �old
<br /> ilVN FAST
<br /> ��1ERS TQ FOUC�
<br /> _ . _ - HCJLL�� l - "
<br /> n , G PACKET FQR DESIGN LOADS, ��.C.���I� �C��TE� Ue�.C�. o L� CC��VIIVIENT� :, � �' �,
<br /> DE�IGN L�JAQS, SE� ENGINEERIN �I`I�.A►.�.�.AL..L. � � { }
<br /> _ IV1AR� � 2 - TUD� MIN U.N.C�. ANCHOR *{1 �{�4) = � �,
<br /> .
<br /> q Locate afi end ofi shearwall u.noo� fnstall �T.�:A�' (°1 ) ( } � _ _ � � �
<br /> : _ ('� ) �im�son or equal _ _ _ _ _
<br /> ° wra bearn/he�d�rbelow �- �, " --
<br /> _
<br /> _ _ _ , s�nkers tc� eacf� p � � �
<br /> . . - 1 �d
<br /> _
<br /> —
<br /> c urer recommendations �or fo�ndation min�mum end ; (34)
<br /> per manufa t _ _
<br /> N
<br /> SPECTIONS ARE REQUIRED, NQTIFY BUILDING DEPARTMENT N�ST��7C �I� " � � �' �.�v
<br /> INSPECTIONS� N0 SPECIAL IN T-1
<br /> , . , . �� re u�red
<br /> ' SPEC IONS AS REQUIftED BY LOCAG ORDINANCE, f UC1CIr`��IOCI c`�S rP UII"GC�a C��lfle���d �IG9�1E,'Il� q
<br /> FOR BUILDING DEPARMENT IN T _ C�IS�r�110E; aI1C� �'Cl'lI3eC�C71�11�, C�B��E:11 0 _ _ q
<br /> , _ , _ _ _ _ 1 ,, , ,, ,� �. '
<br /> . x3 r�� � TH�Q �oa : ,
<br /> , SW �bove �nd (20) - �D� /�
<br /> 2 Canstruct cri I� wall sarne as �he�rwa{i _ , �
<br /> � � pP { � _ D�3� q (�/,4 � � ,
<br /> D: SQIL OF ASSUMED 200@ PSF BEAKING -2 I��:QB � FLR TO FLR N ,..
<br /> FOUNDATIONS� EXTEND FOOTING TO UNDISTUft�E / T-
<br /> ALL BE l' 6° .. Vi/, thrU �3} �� itl.1C�S �IC� ,
<br /> CAPACITY, BOTTOM OF EXTERIOR FQOTINGS SH ��,j��' en(� Sarpe aS S�l�c`�11Nc`�]I S W b�IC�
<br /> 1 � - � '�'
<br /> MIN, BELOW OUT5IDE FINI
<br /> SHED GRADE, � - . ___ _ _ : _ _ _ _ _ o �"�
<br /> , • ' ` _ .: , , __ �'
<br /> . 3 �e uire� �x or 2 2x fiound�t�on �ill plate -
<br /> .
<br /> .
<br /> � � � � � 14RJ 38 / 34 - 16d I�/A �
<br /> . �TH�a14/ � } � ) : m .
<br /> . - T-�
<br /> _ _ _ � Thread�d rod and cou [er a� required. � _.
<br /> OULD CONSIST OF PREDQMINANT�Y WEl_L--GRADED, GRANULAft SOIL, FREE � -� p - - , m
<br /> COMPACTE❑ FILL� SH _ _ _ _ _
<br /> , �� �� . _ __ _ �
<br /> . _ � ,;.. n n _
<br /> TERIAL AND DEBRIS, FILL' SHOULD BE
<br /> OF ORG�NIC MA — .� �� X�,f2 �I OC�—O.1 �� X� �r ' i �r _
<br /> _ �, 5 Common nails U�ICJ. 8d Q _ _ _ , , __ _ __
<br /> PLACED IN MAXIMUM 8 L00
<br /> SE LIFTS AND COMPACTED .TQ A MINMUM OF 95 PERCENT OF THE � } � � `
<br /> . (4� - � � M.B, s 1 � , ,. .
<br /> n n �t • .v. n � t� 4,
<br /> Y AT OPTIMUM MOISTURE CONTENT DETER �. �� 1 -- �
<br /> MAXIMUM OENSIT �. �- ECE.'t'-Q.��� X3�� . ' _ ��� � . �,8. C�qUlt'eS �6 fl`11C1 2n�bed. �
<br /> MINED BY ASTM D-1557 TEST PROGEDURES; � �(� �.148 x3 /4, , � �(� Q.162 x3/2 , � �C� 'SIII � � th1"U. 6X� �F Min ClU�1NaSh21"�CIUt
<br /> _ �
<br /> , . _ .
<br /> : _ _ __.
<br /> _ _ _ _ _ _ __ REvisioNs :
<br /> ' �� .-_ 4 r tP 1 11
<br /> : , 5 I � I�.�. � � .2'�J � .
<br /> _ s at 24 o/c on abf�s &
<br /> 6 (nstal[ H1 s an all firusses/rafters, A35 g � ) A.�. re uir�s 36�� m►n em�ed.
<br /> CONCRETE� f'c ="2500 rSI MINIMUM 5-i/2 SACKS 0� CEMENT PER CUBIC YARD OF � �
<br /> ER g4 �_� . . . , ; . ��.� H[�19 thru �x6 DF Min nut/washer/nut a
<br /> CONCRETE AND ,4 MAXIMUM OF 6,0 GALL,ONS QF WATER P �Q tp I c`��@ �I I I I c`�tE' c`�� fiC�Cl l,!.Cl.t7. W rl E.'Cl
<br /> ' " EGATION 0 MATERIALS TO BE rICYI OISt �OC' SOIIC� I�IECC�� P,p � p � ' _ _ _ _ _ _ _ _
<br /> , SACK QF CEMENT, MAXIMUM SLUMP IS 4 , SEGR F � ' __ _ _ _
<br /> � PREVENTED, , ' . . . „ . , _
<br /> s ecified spacing is 1e�s than 2� o/�, insfiall A35 s at roQf �olid :
<br /> p �; r'°�
<br /> _ .
<br /> blk'ing fio SW top plate, and install N1 or H2,5 on ali
<br /> � `�--
<br /> _ S AND #3 . _ _ _ _ _ , __ __ _ _ _ , _ _ p
<br /> CING STEEL, #5 BARS ANQ LARGER SHALL BE GRADE 60 DEFORMED BAR , _
<br /> REINFQR TP5 or LS50 can be substituted for A35.
<br /> AND #4
<br /> BARS SHALL BE GRADE �}0, IN ACGORDANCE WITH A STM A--615, �I'USS2S�rr�ft�'rS. LTP4, L _ '
<br /> ��/ELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 - �
<br /> Wl,`� X W1,4 LAP ONE FULL MESH AT SPLICES, _ �Qrlrl, per Simpson �trong-T[e (�1" Et�Ua�, , , �
<br /> - _ , _ , �
<br /> , _ . . t �i .�..e
<br /> . . � :,��c;, ' or �bi-2x stud Iam d vv/ 2 -7 6c� 6 o/c at _ r�.
<br /> � ROOF TftUSSES� SHALL BE DESIGNED IN ACCORDANCE WITH THE T,P,I, AND TH : ��T} M I(11 t11 U C1�1 �X { � � 3 _
<br /> (ll ,,�
<br /> abutting panel �dge�. � _ _ _ _ _ _ __ _ __ � � _
<br /> _-:-. �, • , �
<br /> BEAMS AND POSTS (4X__' AND GftEATER� DF-L#1 OR BET��_r�
<br /> TIMBER� ��) Anchor bolts shali be ernbedde� �t least 7 Into �oncrete, �
<br /> _ _ �•
<br /> . . ;
<br /> � s � Pos-rs oF=�:�1 ....: m ofi tuvo bolts er iece wifih one bolt , °° :
<br /> � BEAM _ th'�r� shall be a min�mu p p
<br /> JOISTS STUDS HF#L / � i tJG _ _ _ _ _
<br /> q TF li _ _ _ _ _
<br /> H F#2 �R �E T, -R ven bo(t r���m�t e r s f r o m � �`
<br /> o-rHER �uMaER - located nofi mor� t han 1 2 or less fi han se
<br /> 24F - V�t i24�--V8 � cantileversa _ _ _ . -
<br /> GLB � Glu-Lam Beams , � , � � �
<br /> Ps� - Pa��lla�„ : 2,e � _ each end o�f th� piece. 2� mir� PT, u,n.o. �
<br /> H �--+ I
<br /> . � �, °� I)
<br /> "WWPA GRADING RULES FQR WESTERN ., _ _ _ _
<br /> 2X__ TIMBER KILN DRIED, GRADE� SHALL CONFORM TO . � /��� �h E;a�}�l I Cl i�i"1 U S� b E; St t'U CfiU r�I I_S I1 E'c�fil1 I Cl U.��.C,�.
<br /> ON" WOOD IN CONTACT WITH CQNCRETE : , � _ _ . _ ,
<br /> . LUMBER� L.ATEST EQITI • � �" �
<br /> RESSURE' TREATED, MISCELLANEOUS CQNNECTIQNS TQ BE 5IMP50N : _ -
<br /> SHALL BE P __
<br /> STRONG-TIE OR APPROVED' ECIUAL, NAILS SHALL. BE CQMMON WIRE NAILS - - �S :
<br /> , �4SS��1�AT � P D ,: �-/25 2a1 � � � �
<br /> REED � , , ate _ _ /
<br /> _ - Civil&Structural Engineering
<br /> , _ _ � 8311 212th St. SW, Edmonds,WA 98026
<br /> " 58 BLOGK SOLID, Office 425 778-2793 Fax 425 775-2073�. �d� ��: � � �� �� - .
<br /> SH�AR WALL FRAMING; EXTERIOR WALLS T0 BE SHEATHED WITH 7/16 0 , , ( ) ( )
<br /> �. �� TH 8d � 6" O,G, ALL : _ _
<br /> NAIL TQ 2X STUDS � 16 Q�C,_WI _
<br /> -- ° E RING� U,N,O, _ _
<br /> �DGES AND 8d 12 O,C, TNT, B A , THI�G ED�E I�AILS � R��F TO TC�� F�LAT��,
<br /> _ SHEATHIf�G - APPL`( T("J SH�A_ � }
<br /> . . MARK �3�. >� PL/��� �ILL f�LATE ANC�IO�S w/
<br /> I
<br /> 2x HF �TUDS 1 �"oic A�L EDGES �L��KE(� � FLOc�R T'�J TC7F' PLAT�
<br /> ROOF DIAPHftAGM� APPLY ll2" GDX PLYWOQD (32/16) OR 7/16" QSB ON ROOF,`NAIL WTTH 8d �(�
<br /> @ _ � �i�� ��) ��� X ��° � ��4�� vv��H�Rs *��} ,�
<br /> ° T SUPPORTED EDG�S AND 8d � 12'` Q,C, AT y � ' (
<br /> � 6 o,c, A �J,RI�O. �3ELC�1/V * 9 t�o nofi enetrate a�fi flush} � & �ILL �LATE *(6} _ _ _ _ �
<br /> G NOT REQ'Q, �3 � � \ p p _ _ _ d
<br /> INTERIOR SUPPORTS, BLC)CKIN ' __ _ _
<br /> _
<br /> _ _ _ 16d �lant 12 °` o/c_ „ , „ �
<br /> ,► ,, �p � �/8"�x10 A�3 s 60 o/c �
<br /> �W-1 7/16'' OSB �d � � o/c (12 olc� field) 16d � 1 � o/� ,r _ �
<br /> 23/32" MIN, T8G STUR�-I-FLOOR (24ocT GLUED AND NAILED TQ _ OI" �3J 36 ��C
<br /> FLQOR DIAPHRAGM� APPLY _
<br /> FLOOR FRAMING
<br /> MEMBERS WITH 10d COMMON WIRE NAILS' _ _ _ _ ___ _ _ _ , � '
<br /> ^�� d COMMON WIRE NAILS � 12 Q�C� AT n ; r� r► n _�► r ,�
<br /> AT o O,C, AT ALL SUPPORTED EDGES AND 10 ( l
<br /> , _ „ � 4" o c 1 � alc field _� 6d cc� � oic �35 � � o/c 5/8 �x10 AB s a� 48 �/c � _
<br /> INTERIQR �UPPOftTS, �'j�-,2 7�1 6 ��J�i 8� � � ` / �. � ,
<br /> '. _ _ , c�
<br /> : _ , ' ,
<br /> : _ , _ , f--s ' tIl
<br /> . � . . . . � . .. _ . .. . . . ._ . . . .. .. . . � . � . �N � 10 . �ii . � � . � � t9 . . " �11 � 11 . 1 � 11 � �. � .. � . � . � � . .
<br /> . 1 � AB s 30 o/c �
<br /> LL VERIFY bIMENSIONS AND, CONDITION5 AT JQB r� ' * � Z O�C �IE'�C� � �JC� CI� � QIC� ,A3�J 1 � OIC �I� �X C�
<br /> MISCELLANECUS; THE CQNTRACTOR SNA � 5�.-� �T�� 6 QSB �7� '�C:� � 3 O/C � ) �,, �
<br /> SITE, THE: CQNTRACTOR SHALL PROVIDE TEMPORARY BRACIN , �
<br /> D STIFFENINGS HAVE BEEN � __ _ _ _ _ _ _ �
<br /> AS RE�UIREQ UNTIL AL.L PEf2MANENT CONNECTIONS AN __ -
<br /> _ _ `� �
<br /> ' WINGS, PRE FABRICATEO ITEMS T : _ _ _ __ _ _ _ _ : r�
<br /> INSTALLEO, DO NOT SCALE DRA , �d � O�C ��a �r�'d
<br /> ER�S RECOMMENDATIONS, � g� d �
<br /> 0 BE HANDLED AND INSTALLED 'PER MANUFACTUR ' �r ' * 1 E?t� C� � p� OIG A.��J Ej �r O/C� �IH���X�I C��� ABVS �C��,,f. �� r! OIC y`��)
<br /> �1N-4 7/16 OS� Bofih Si�es (7) �� �� � � �
<br /> _ (12 �/c field} _ _ . �
<br /> _ : ' _ _ ', _ ,; _ __ „ _ � _ i„ ��
<br /> _ _ _ ,
<br /> _ 8d 2 olc sta ered (2� 1 �d � �4 �/c A35 � �TP� ,r „ r� � „ � �
<br /> WIND DESIGN CRITERIA�
<br /> _ _ ,, . * � g� , o , 8 o/c 5�8 �x� o �B s c�r � 2 orc (3� � c� �
<br /> BASIC WIND SPEED - 85 MPG IMPORTANCE, LW-1,0 �W-5 7/� � CaSB Both Sides �7� n tQ C.��I ;�X f It�TI /� k?�k 2r'�Cri �7C�G
<br /> WINDOW EXPQRSURE, 8 _ �12 4IC ��{C�} _ _ g
<br /> � � �
<br /> _ __ _ _ _
<br /> _. _
<br /> _ _ _ C� � � , '
<br /> ,
<br /> SEISMIC D�SIGN_ CRZT�RIA� : _ ,
<br /> M ORTANCE Le=1,0 5s=125 _ _ _ _ _ _ _ _ _ '
<br /> z _ _ _ _ _ � W �
<br /> P
<br /> SITE CLASS, D S 1=0,h _
<br /> �,'� F.--�
<br /> SISMIC DESIGN CAT,� D Sds=0,8Sd 1-0,h3 _ W
<br /> � �. �
<br /> SEIS, FQftCE RES, SYS, 1,K, -
<br /> .»,� Z
<br /> DESIGN BASE SHEAR = ��':��s< L8S C8=0,13
<br /> SIMPLIFIED METHOD R=6.5 ' � , _
<br /> _
<br /> z W �
<br /> _ m � rJ
<br /> _ _ � .�.�. ., ; - �..�
<br /> �� i..� �, i �t'�_.�.�t'�;.,,3.
<br /> . � }
<br /> ' �( t�.lt t a€.151 a 4'c r �!
<br /> � . � . . �� . � . � � - .. . . . - . . � . . . � . . ' . . . . . . . . . . . . . . . . . . .. . . f.�: �.if 7 � �,��f 7 i ��.�i_{F�:, j . � . . � . � � � �
<br /> . . ... . . . . '. . .. . . � � . . . . � . . . . . . ' . . �. . . ' . .. . . ��.� � .. .. . .. . . . . . (� . . € .., r ,i'� � �':� ' �, ' � . ' .. � �' '.
<br /> . . . . . . . . . . - .. . . . . � . . ' . � :}'''.� t rt�5 y . . . �
<br /> . . . . . �. .. � ..
<br /> . -.. � . . - . . � . . � � .. � � �� . . . . . . . . � . - . � � . . . � " .. -_,..''-n». . . .. � . . .. .
<br /> . . � ... . . . . .
<br /> � .. � � . . . . . . . .. . � . . . . . . . . . . . . . . � � . . . � - . � . . � € ., .� � ��...�.. _;r � : � .
<br /> . . . � .. .. � . � � . . � . . . . � . . " . .. . . . � . � . . � . � . . . . . � �: f $1.��..i � i:��. . � �. . . . . . �- . ' ..� . . �. .
<br /> �3 �
<br /> . . . . . . . . . . . . . . . �. . � . . . . � . � . � . . . . . . . . . . . . . . . . . � � - . � � . .. . . . . . .. . � . . i§'.� . 4 k�".� .�:. � �.E�.:. .�..:�'�. ��. . . . . , . , .
<br /> . . .. . . . .. . . � � .. � . . § . i.e . . . . . . .
<br /> . . � . .. . . � � . . � . ' . . . . . . . . . . . � . . . � . . � E} �.. .. . . �. ..
<br /> , . . . . .. . . . � � � . � � � . . . - _ . . . . . .. . .. . . �. . . . .. . �( ��"�SLza x's3 .3� :. I .1'i€.7. l�.L...���..�it �� . . . . . . . . � . . -.
<br /> . . . . . . .. . . �� . .
<br /> � . � . . . �� . .. . . . . . . . . . . . .. . � . - . ' . . . , . . . �. 5 . .'. . . � � . . . ... � .
<br /> �;;:C . i_�t.a{ �. s;,.E,f.,�,.,�i�fL � 4=`� =;a ,
<br /> j
<br /> - � '�tl ' , ; : ., ,t.tt tt�... � (''�
<br /> _ ' � __� \ �,. ,,.
<br /> _ _ ,...,; a: � �... /
<br /> . . . . . .� t ...Y . �1 ..�., z.�. -�:. F�i.... .. �.��-( �
<br /> . . . � . . . . ' . � . . . � ;i� ..�i... . . ., ).,. .^ ,f E.�... ,t .•r' �:.�e: ��.� � .
<br /> . . . .. . .. . � Y . \ T :.
<br /> . . ��I� � . . . . I . . . . .. . . �� t 3.1.._.r..,...�1_i_.S.i....:..[ki,A.t�,E��.c���� i .4. F�...•y... a� . ��� � � �.+ I�� � 1 . .
<br /> � , _ . �..,�,.,...�.. .. � . �?F I
<br /> , � . _ �,__. ,�
<br /> ,.^ m_�____ :;� _.__. .. ,
<br /> � .� .__rv.._.�.�_._;__,.. .. . , .�.
<br /> ._ ,. _ ,..., ,
<br /> ,� , _
<br /> 'I . :. . . . �
<br /> � � x. .. . � E
<br /> I : , �.,�...��.���_. �� R VI� �'��C� FC�� PE��1IT
<br /> � � � ��
<br /> � � � � _ p t :
<br /> � . . _ . . . .. � . .. . . . , . . � . . � . . � � . . . . .. � .. .. , , . . . . . . . . . . � . . . €�.?{)°Li..)�_�d,�a���.`�:TS X.6.I 3�i��..� {-� ; �� .. . . . . . � . . .. .
<br /> . . . . .. . . , .. .
<br /> � ..�.:..v..._.,.��,_...... .���e �
<br /> .,.._
<br /> . . . . . . . � � . � . , . � � . . . �� �� . �. . . . .. . - . � � - - . . . . . . . . . . . - . . . . � . . � � . . � . �� ,'F::.-..,-. `.:;�.... .�. � .
<br /> _ . . . . .. . . .. . . . . _ ,...:F ..,e . .. . . ... .. .. .... . ..._. . .. . . . . . . . .
<br /> , ._ . . . . _ . . . . . . � . . . . . . . . � - . . � .. . . . . . .. ... . . . _ . _. . . .. . .. . .. . � .sa-,�.:,,...,.o-,a,.__.....,,�. , ..� . � � .. , � , . . . . �.
<br /> _
<br /> .. . . . . . � . . . . . . . ' . . . . : �-..�-F.� ��.�.,u.u��,...nw;, _.,.-�.,.���..;�.: ..�-..�,�_;_ . �. . . .
<br /> ._. . . . . , . .... . . . . . . . . . � � . .. .. .,, , _ .. . . , . . � . ��. .. . ....>.._;..__._._,�.�:�.'� . � . . . .. . .
<br />
|