|
i z 3
<br /> . __.__ ___��� 4 5
<br /> REED $��SSO�IATES, PS ��„����,�,��p�� HOLDI'�WN SCHEDULE Date:
<br /> ` ��«���
<br /> . �seZs?4,a,...w.sA��.ar.ma wo,9eoas. ..
<br /> Clvil&Stru#uralEnginearin� _..._._.----___ ,loo�: ��-188
<br /> ,,,�i �,�,ti''�!,,i��
<br /> SHEAF�IV.ALL i�HOLOOWh1 NOTES{U.N.O.) : �� hOL00WN( FASTEiVERS TO FOUNOATI�M
<br /> �� 18628 76ih Ave.W.#A, L�navaad, Wa 98C�38 : coMMENTs
<br /> � Offi08(425)7Y8-2793 WoBfl,�fYiBd-88BCC.COCf1 ; (1 j Simpsan or=. Locate at end�f(SW)u.n.c�. lnstaq per STRAP` 1 {2}STUDS MiN U.N.O. ANCHOR�(1)(4)
<br /> � manufacturer recommendations far foundat(on minimum en� (i 1)-16d to e�ch
<br /> " -� � --- distance and embedment, dee en foundatiAn as re ired. T-1 MST37 N/q wai�-:o-wail canrection u.n.a.
<br /> GENERAL ALL CORISTRl1CTIDhJ SHALL CaNF�Rhr!T�THE Ih4TERNATIONAL BUiI_nitJG CODE(IBC),?_�15 EDITION,OR p � connected element
<br /> OTFiER GOVERNING COQE,AS REQUiRED BY LOCAL JURISDiCTION. (2j Co►tstruct cripple wa�l sarne as shearwall tSW)above, and , �;e",tE THRD ROD
<br /> DE51GN LOA SEE ENGINEERING PACKET FOR DESIGN L�RDS. T-2 HDQB-SDS3 F4R TO�,.R �
<br /> .� �abie-end same as sheaswail(S1N} below, {20)-SDS/.x3 SSTB28
<br /> INSPECTIONS NO SPECIAL INSPECTiONS ARE REQUIRED. NC7TIFY BUILDING DEPAFI7MENT FOR INSPEC710NS ��} Requires 3x or(2)2x foundation sill plate
<br /> 4 ThrEaded rod 3nd cou / <as.aza.ez�, � � �ea�,w.
<br /> � REQUIR�D BY LOCAI_JURISDiCTIOhI. ( } pleras rEquked. T-3 STI--Ep14,14RJ (3U)-16�sirkerS M1I/A i f E
<br /> FOUNDATIONS EX't�N� FOUTING TD UNDISTURBED SOIL �F 2000 PSF BEARiNG CAPACI7Y. BOTT'(3M DF FXTERIOR ��) Common nails, UNO:8d=0.131"�QY�", 10d=�_148"x3",
<br /> P0071NG SHALL$E�'-6'MINIMUM BFLOW OU'I�SIUE FfNISHF,.D GRADE. 12d-0.148"x3'/", 16d-0.162"x3'l", 1 fid sinker-0_148"x3�"_ Jy o�e�o» � DRARIN6 � IMCRIOR6
<br /> �OMPAC7ED FfLI. SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRA#VUL/LR SOlL, FREF_OF Of�G1�NiC �. -_u,;��,,. ..
<br /> MATERIAL AND DEBRIS. FILL SHOULD E3E PL�IGED IN MAXIMUM 8'LOOSE LtF'TS AND GOMPACTED'f0 A MINlMUM OF {S) Instaii H1's on all trussesJrafters,A35's at 2�'bic an gabies 8
<br /> �:
<br /> 95 pERCEN7 OF THE MAXIMUM DENStTY AT OP"i'IMUM MOISTUR�CClNTENT DE7ERMINEt7 BY ASTM D-i55�TEST r"rra�joist(or soliC bikg}to top plate(sili plate at fdn)u.n.o.;When - - �
<br /> PROCEDURES. spe�ed spacing is less than 24"olc, Instau A3�'s at roof sol�d _
<br /> CONCRE'1"E fc=2500 PS! MIN►MUM 5-1l2 SACKS OF CEMENT PER CUBl�YARD�F CC?NCRETE AND A MAXIMUM OF 6.D bIk'ing to SW top plate, and instap H1 or H2.5 on a[I
<br /> GAL�4NS OF WATER PER 9d LH SACK Df�CEME�lT. MAXlMUM SLUMP IS 4". SEGREGATION dF MATERIALS TO BE russes/rafters_ LTP�, LTPS oi !S50 can be substituted fnr A35.
<br /> PR�VENTED. Conn.per Simpson Shnng-Tie or equal.
<br /> REINFORCING STEEL #5 E3ARS ANd LARGER SHALL 6E GRAQE 64 DEFQRM�D 61�RS,ANC3#3 ANQ#4 BARS SHAI_�BE
<br /> GRADG 4Q!N ACCQRDANCE Wt7H ASTM A-615. LAP SPlICES 32 BAf�DIAMETERS, WELDED WIRE FA8RIC SNALL
<br /> COfVFORM TD ASTM A-185 AND SI 1ALL B�6X6-W1.4 X W1.4, LAP QNE FUL�MESF{AT'SPLICES. (7) Mi�mum 3x ar db[-2x stud lam'd wl(2)-16d�fi"orc a#
<br /> TIMBER FRAMlNG SHltLL MEE�THE FoLLoW1NG MINIMUM STANbARDS: abutiing panei edg�s.
<br /> (8) Anchor bolts shall be embedded at least 7"inta concrete;
<br /> BEAMS AND PDS'1'S (4x_ANb GREATER}: DF-l#2 �f�ere sha{I be a minimum ofi two bolis per piece rri#h one boft
<br /> JaISTS/S7U0.S(2x ): t-#F#E2!StIJD lacatetf not more than 't2"or fess than seven bolt diameters from VIEW RIDGE ADDITION
<br /> GLUE LAMlNATCD BEAMS(GL8) 24F-V4(24F-VB A`i'C�hNTILEVERS) �ach end ofthe piece. 2x rnin PT, u.n_o.
<br /> All shea#hin must be Siructural I sheathin U.N.O.
<br /> PSL BEAMS 2.OE
<br /> 2x_TtMBEF2 SHALL�iE KfLN DRIED. GRAQES SHA�I.CONFORM T�"WWpA GFtADtNG RtJLES �OR WES"(ERM LUMBER', cHE,qRWAL� gChfEDI�L.E Date: 114i1900
<br /> LATEST EDITlON. F?OOF TRUSSES SFiALI..BE DESIGNED IN ACCORDANCE tJUiTH THE T.P.I.AND THE(BC. ALL
<br /> CONNECTIONS PEf2 IBC TAB�� 23�d.10.1. Job#: 16-198
<br /> 9�LATE WASt-f�RS 1"O BE 3°X 3"BY'l"AND SHALL E}(TFND TO WI7'Hi�! 1!2 INCH OF THF EDGE OF' ��� �����t�NG-APPLY TO SHEATHING EDGE NAILS'{5) ROOF TO TOP PLATE,
<br /> 8'°`S�p��� S(LL P1ATE AfYCHORS w/ �
<br /> 'rw�ao7roM P�A7�E o[v YHF SiDE(S}W fT!�SHEATHlNG, ANSUAF&PA SDPWS 2015-4.3.6.4.3- .{2� 2x HF STUDS L 16�ac ALL E[7GES BLCCKED „ FL�OR TO TOP PLATE
<br /> ROOF DiAPHRAGM INSTALL MINIMUM 1/'1"CD?C PLYWOOD (32(16)OR 7116"OSE3 Si f�A7HING. NAIL ALL SUPPORI'EU U.N.O.BEL01�J*(9) {�c�ot penetrate pastflush) ��`s t5� �SiLL PLAT�*(6} 3"x 3"x 1i4"WJASHERS�{S}
<br /> EDGES ANE7 BOUNDARIES WITH 8d J1T 6"Q.C,AND INTERIOF2 SUPPORTS WITH$tf AT 1'L"O.G.;L3LOCKING NOT
<br /> REQUIREE3. S1n1-1 7/16"OSB 8d�6"n/c('[2"ofc fleld} 16d � 6 'alc A35� 16 "o/c 5!8"fdx10"A8's @ 48 "ofc
<br /> �LDOR DIAPHRA�M INSTAI_L MIIVIMUM 23J32"T&G STURD-I-FLOOR{24ac)SHFJ47HltdG. GIUE AND tJAlL ALL
<br /> SUPPOR7'�fl EDGES ANU E30UNDARIES WITH 10ci A7 6"O.C.;AN[)IN7ERIUR SUPPO�{T5 W ITH 'f Od AT 12�o.c., SW-2 719$"OSB*(7) Sd @ 3"ofc{12"oic fieid) 1 fid @ d •a/c A35 Q 8 "oic 5t8"f3x10"AB's(as 12 "o(c
<br /> 8lC7CKlNG IVOT�iEQUIREq.
<br /> MISCE�LANEOlJS THE CONTFtACTOR SHALL VERlFY DIM�NSlONS AND C4NpiTlONS AT J[�8 SI'rE. THE CONTRACTOR
<br /> SNALL PRDVIpk TE1l4PORARY BRACWG AS REQLifRE� UNTIL ALL P�RMANGNT CONIVECTIONS AND STIFf=��U(NG5
<br /> HAVE BEEN INSTALLED. DO NaT SCALE DRAWINGS. PRE-FABRICATED 17EMS TO BE NANDI_FQ ANR INSTALLED PEf2
<br /> MANU�AC�I�UFZER'S RECOMMENDAI'IONS.
<br /> WfND DESIGN CRITE�fA:
<br /> RiSK GATE�DRY: II
<br /> ULF1Mf1,TE!NaMINAL OE51GM WIIVD SPEED; 710 Mf'N185 MPI-1 htOhlltVAL .
<br /> � WlND EXP�SURF. 8
<br /> INTEi2fVAL PRESSURE GQE�, +l- .55
<br /> COMPONENTS&CLADDING: 1B PSF(msn) __.,:.._�., _ _. . _ ___ _ _._ .__ --- ---
<br /> METMOq: ASCF 7-1�,MWFRS EI�VCLOPE PI20GEDURE � ��e` � ± P � .� �� ��. ; •� SHEAF�WA�� PER PLAN
<br /> C � �_ � �� ,..� �
<br /> OCCUPANCYCATEG�RY: II '�a������s ���� �i ���G'�..a"`�t � � t �n� � ���- ��A�����'f��� � ��
<br /> Kzt: 1.0 � TlGHT �'IT SOLID BI.�C'G
<br /> SEISIN�,R�ESICN CRfTER1A: �Ht�t ��TA�LS �iAY.C3�� USE� -rC ��RF�T� k CCiJi,tJi;GUt:-5H'tA"F�iN;; .
<br /> PROCEDURE USED:SfMPLIFIED(ASCE 7-10, 12.14.8) r �CC?tiDi i�i)i� T�'AT W=L�, /�LLLw F�Ji� iF�t GP :G�;AL !�E�ovAL o� n3-5�� � � E�OU�DARY NAIL5 PER P�AN �_
<br /> IMPORTANCE FACTdR, 1 � - � ^.P,f, F i'LiPS �(�_`.^i�^�r�� �` (i;'� �,i' .. , � � ...�V , r^ �- . - . � . . ; _., .�
<br /> . � .,r.� . �.-.F,�,�.i.� �� ����.�Li � . I __ROOF SHEATHING 1'ER PLAPJ �' ��27'xs-rtzE�Ts.W.
<br /> F�iSK CATEGORY, lf k=6.5 + . � ' � j \ EDMc��,�.5,��la�c.G �
<br /> QCCUPANCY GATEGORY: II Ss= 1.25(CURRFNT USGS) � ' . ' . .� ,�� . .-. . (�2s}77�?-�`?9n3
<br /> SITE C�ASS, D S�=4.40(CURRENT USGS} , . . - � ' .. . � �t-... . --- _.._.........�..
<br /> SEISMIC DESIGN CAT. D S0.4 w�.83 ' . ' . . . ��, - � . � S"f`RLC'l[."'
<br /> � � �,,; -., ��_;s s �.:
<br /> SEISMlC FORCE R�S. SYS,A.15. Sa� =0.43 .� . � � . � r� _ ._� , . : .�nns Da.�a csc,�..� _ s.,�,,T,
<br /> OESIGN BASE SHEAR� 6,597(bs Cs=0.13 � ' .. _ -_. _.. �. � - ' '
<br /> RaOF SNOW LOAD CRITERIAj ' E�REf�K . , . � � , . � „ . , _ , .� . , .,... � .. .. . . . ,. _. , _
<br /> r�: r `�.L; RF,(�I � R �r � ,
<br /> ,.iTACF�F.��LF:TI'E-i<. i',. :i'i ,'4:
<br /> FLAT•ROO�SNOW.LQAD= 25PSF • � ' ' '
<br /> SNOW FXPOSUF2E FACTOFt= 1.0 � J��' :i l 01�'S . . � -�- � � � .� � � �C -r-,�- -
<br /> C , ,, .��-��� -
<br /> Sf�OW 1_OAD IMPORTANCE FAGT��= .80 . ti f-- . . .
<br /> THERMAL FAGTOR= 7.0 � '
<br /> . � � � t� �, ��'�
<br /> � __ L3LK'G .� �V�' � ,
<br /> .. ,. � � , . ,
<br /> , #: I F�r.Ct�� � ABGVE ' • �
<br /> � � � .. .,� . �._._.$� _..:. . � i _ROdF FRAMING PE�t PLAN
<br /> � .'•� 2X LEDGER 4R �?C3t�F T�RUSS W ����
<br /> �' . � _ � - . •u��r�z� L�:l_�1h� - � ; � ) /
<br /> FL��J�2S • � �.copy�yn�zo�e Mas oea�n senicse.
<br /> [ ` 1 . __���- 16d kA STUD z.rnao��va��tot�s�ce.
<br /> - � . _. . ' 3.far uae an tMa proJed onty.Ob�ln Oeelp�era wrllfen
<br /> B ' `-�1. � ' P���s�Y dher uw a reproducdon.
<br /> ' � ��.�-.:��-.f^ - _ ' "
<br /> � � � - _ � : : . � . _ . _ ,. �'F�U�S�S _C7R_ RAFTERS PA��ALLE�.L TO U'VAI.�. ��� �����;��_�.������. �� �
<br /> : ' , � ..��.� . , { ATE� DESCRIPTION
<br /> � � - �� • �
<br /> - �OWNER APPROVAL
<br /> ' - �PERMIT APPLICATION g
<br /> � ��� � � , ___ <,...l�. �� ���� � . .-_SHE:AHW,ALL PER F'l.�N -'SHEA�WALL P[R P�A�N - IBtDDiN�
<br /> •, . +, . . ' • I � - ICONSTRUCTION
<br /> � �'�I �t ' ��"; .. ' � 71�HT FiT SOLID BLK'G TlGHT FIT S(aLlp BI.K`G - - �
<br /> � ._ C,. t►�,-,__ I .
<br /> � " ` i6d f��.� ; ��-- ; _� E30UVE?�f2Y NAILS PER PLAN � BC}UNDARY NAiL� PER PLAN -- �
<br /> � � - -
<br /> ? -_ - JW �l'�Sr_ ���� =Y� � ROOF SHEA7kilt�G PCR PLAN �oo+� s�+�a-rH�rvc Pe� ��nn� - '
<br /> . _ .
<br /> � . '` . � � � ___.._ � �i_ATE I� � , ''
<br /> :. ..�_.i-.�' . N�a(�ltvf --1` � - __ �
<br /> j �:,� . . . ,: . .
<br /> �. �, .
<br /> I -. _ ._r � r r I�� , - I
<br /> ��,r14�,�� R�C�. �,� _:_.�, . I PROJECTNUMBER �isas
<br /> � ' , __ � • ' 'J . � APPROVED 8Y_
<br /> I - ��r �' G � �
<br /> � �c . �s��� '� � PROJECTDIRECTOR: �
<br /> �� 1
<br /> �.�---_:- I .. 1 . .__.. _ PR0.1ECT DE31GNER:
<br /> ,i-"'^��� 1 ' CHECf�D BY:
<br /> � . _ � � 3C177;�p �� � . 1 � 1
<br /> JOB CAPTARJ:
<br /> 1
<br /> 1 .. �� _� _ �. ��,,s ��. .��t 1 � � �' TRIIS� UN f'�R F'�AN
<br /> , �� - �„ �� � r (M 0� oRnwrr er ��
<br /> ��Q�y'p� '�.
<br /> � - . . � �`�_ --- � ?.X Ci�N T�3NU(�U5 �i' ,..� ..s. . _.,
<br /> . . . 1� �-27�� �1 � ��`-'�u � . RpOF ERA�I{:VG PER {'LAN S0�10 BLK'G W�
<br /> A �
<br /> , . _ .�����-: ,v �
<br /> , . (2)-. 16d E�4 STUD
<br /> � � ---- 2?C LE�GER Wf REED & ASSOCIATES
<br /> _ ..� _.___.._ ._.. - _ _�_ -.
<br /> _ - --- - . �2 j-- l6d �A STUQ A
<br /> � ,� __- _ --- . � ..
<br /> --, TRUCTURAL DETAILS
<br /> _- �5�8,ii.-CT:
<br /> RE�:D &. ASSC'.!A'�`7, us 's�;, #
<br /> ' g i _. ,. „ �,_ .,��� .�.� � l
<br /> ' � �TS 2S SF L 5�51M-�E3'4r.�s�K'A N.�026 ---
<br /> �� P���41,?„� ��, :�:�„4,;�s..Z�7� r��� ��_�-�-- �-,--,�;;jLs; kA�f fiERS f�ERPEUDICl1L�R TO 1�JALL TRUSS�S PFRPEir1DI��l.JLAR l�0 WALL ,
<br /> # .3; _� ,��A�.�/�2;c�5 bY. Iv�=
<br /> �--.- . ,. ___..- , i.-- --------__ - � -_L_.�T---...�-�... . .�
<br /> �01l� r�C�QF SH�:AR TRANSFEF�, ��(�YPlCAL
<br /> �..�._�..�. 4_.____..__�_.._ �
<br /> Sca1e: ------3 j��;-=- � '---��, -
<br /> k:T�.w r
<br /> � Z 3 4 5
<br />
|