|
— -- - --- _ �e � _
<br /> �ENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NaTES �ontinued PL,AN IIVSI'RUCTIt�NS $�s ����r;
<br /> s1703Q38
<br /> SCURE OF SERVICES These plans and accompanying calculations are for the Lateral Force Resisting System CaMECiIOF6 and fasteners shall be per COdE Table 2304.10.1 u.n.o. The symbol,"�; indicates a hardware � (�� � � Praaeck Name:
<br /> for Wind and Earthquake forces. A!1 ather structural information has been provided by others. The Wind and connector from the most current Simpson Strang-Tie CakalQg. Hardware with equivilent or greaker capacities t�E� THIS FIRS 2105 Grand Ave
<br /> Earti�quake elements are designed based on the plans provided to Sound Structura) Solutions, Inc. If th�design from other manufacturers may be substituted, exampfe you can use USP's Dua4 Specificatian Chart to make an These plans are arganized so that more detailed or speeific infarmation is fnund in the same
<br /> is revised, notify this office to see if the Wind and Earthquake design needs to be madified. These notes indicake equivilent or greater capacity selection. Install per the manufacturer instructions. • Owner:
<br /> way by fnliowmg the directian shawn befow:
<br /> minimum design capacities needeci for the Wind and Earthquake resisting elements . If the other structuraf Fasteners and hardware in contact with pressure treated woad shall be hot-dipped zino-coated galvanized. I GENERAL STRUCTURAL N�?TES Evergreen Homes,
<br /> plans irxlicate a greater capacity, use that capacity. HQLDOWI�l5► See the Hp�D�WN SCHEDULE LLC
<br /> CODE All condiqons, materials and construction shall confarm to the eade specified in the DESIGN CRIfER1A, or SCHEDl1LES, DETAILS and FLARIS will often refer ta GENERAL STRUCTURAL NOTES for�nare
<br /> See applicable detail(s}: H�N HOC Project Locatlon;
<br /> ather codes required by the gaverning jurisdiction. I spe�ific information,
<br /> model number that fits tliat member. Always use MAX NATIING. Hanger tc>match member size. Notching or 2105 Grand Ave
<br /> PROTECTION Through maintenance and current best practices, provide a bui(ding envelope that will preserve shimming of beam not allowed unless specified. SCHEDULES
<br /> the integrity of the structure throughout it's lifetime. Everett, WQ 982Q1
<br /> 708SIiE 5AFETY Sound Structural SoluCions Inc has not been retained or compensated to provide design p�q�L�and PLAIV.S will often refer to GEiVERAt STRUCTURAL NOTES and SCHEIXILES for more
<br /> FOIJ�DATION�_APD RETAIMNG WALLS Extend footings tb undisturbed bearing soil, I�o not backfil! unti) all and/or cvnstruction review seruices related to the contractor's safety precaukions or tQ means, methods,
<br /> Slabs andjor horizonql diaphragms are construCted, otherwise provide temparary bracir�g to resist movement. specific infarmation. Design ProfessionaL•
<br /> teehniques, sequences or procedures far the contractor to perform ii�eir work. The undertaking of periodic site Three Nait Designs
<br /> There shall be no machine compaction on the retaininy side of ti�e structure for a distance equivalent to 2/3rds visits by the ENGINEER shall not b�construed as supervision of actual �onstructian and not make him responsible DETAIL.S
<br /> the wall height. for providing a safe place for the perfarmance of work by the contractor subcontractors suppliers or their PLANS �+1ill often refer to GENERAL STRIlCTURAL NQTES, SCNEQUl.ES and DET'AILS for more
<br /> --�--
<br /> Slll PLATES Use pressure treated 2x plates u.n.o. Embed anchor bolts at least 7" (e�ansion anchors employees, or for access, visits, use wprk, travel, or c�ccupancy by any person. 1 speciflc informatioti:
<br /> 4"). Use 3"x3'"�.229"washers. There shall be a minimum of two bolts per piece spaced not mare than 6 �
<br /> feet apart, with on� balt located not more than 12"pr less than 4°from each end of each piece. ���HIP OF DOCUMEM'S These drawings and calculations are the intellectual praperly of Sflund S�-uctural p��s V^! �
<br /> Solutions Ine. Thes� drawings may not be used in whale or in part by any per�an without permission of Saund See the SYM80t.LE�D as wef(as ABREVIATTONS AM ACRON1lMS for other additional +�
<br /> COlV�RETE fc = 2500 psi minimum (unless greater psi indicated on t�e plans). 5 1/2 sacks of cement per Q � , .
<br /> Structural Solutions Inc. informa�on used on the PIANS. The term,TYPTCAL or TYP, used with a detai!�alfout or lan note
<br /> cubic yard of concrete and a mawmum of 6 gallons of water per 94 Ib sack of cement, Maximum slump is j � ) P
<br /> M]SCELtAPE0U5 The contracCor shall verEfy dimensians and conditions at job site. The contractor shall ' indicates khat the infarmation specified shall apply in al!simi(ar condit�ons, � � °L �
<br /> 4". Segregation of materials shall be prevented through proper handling and placement, f�
<br /> provide temporary bracing as required untii all permanent connections and stiffenings have been installed. J
<br /> REnWORC�IG Sl'EEL #5 bars and larger shall be Grade 60 deformed bars, and #3 and#4 bars shal( � � � Il�'YOU H�9!/EANY QUESTIONS 4R GQ1V�'ERNS GQ/VTAG7 US IMMEDfA TEL Y.� 4 �++ �
<br /> Do not scale drawings. Pre-fabricated items to be handled and installed r manufacturer s recommendations,
<br /> be Grade 40 (u.n.o.), in accordance with ASTM A-615. Lap splices 32 bar diameters u.n.o. Welded � '� cV
<br /> We ean be reached immediately by phane: �425} 778-1023 d-
<br /> wire fabric shall conform to ASTM A-185 and shall be 6x6- W1.4xW 1.4. Lap one full mesh at splices. - - -- - - -_ - — - - - - , , __ J � �,�.
<br /> CLEAR COVER 3°clr when cast against Eart�and 2"cir in all other locations, u.n.o, f For less pre.ssmg ques�tions, email us; 111btlXQSSSen9.C�lt'1 �
<br /> WOOD ERAMING in contact with concrete or masonry,or exposed to weather, shall be pressure treated. �H EARWALL ��N E DU 1.� SW�X� Rlease help u�get to your plans by having tfzis job number handy, �1703E?38 � � �
<br /> Numbers in parenthesis, IE(1-1�,refer to corresponding engineering calculations. _ �"'` �
<br /> COMECI�ORS AI�D FASTEf�ERS Fasteners, including nuts and washers, and connectors in contact I Na�s apply as called'out in table belaw. � F"'� p�
<br /> with pressure treated wood shall be hot-dipped zinc-coated galvanized. i Anchor bo[ts embedded at least 7", ar e�aansion anchars embedded at(east 4". See detai[SWB. ABB REVIATItJNS �#N D A�RCENYMS � �
<br /> � i 2 �MASAP can be instai{ed iristead Qf si(I bolts with washers. 1Nhen rep[acing �lz"0 sil['bolts use 7-],Qdxi�lz" _ _ _ _ c� � v�i
<br /> EXCEPTI01�t Plain carbon steel fasteners, including nuts and washers, in SBX/DQT and zinc borate ,
<br /> preservative treated wood in an interior, dry environment shall be pe�mitted. nails(minlmum naiiing) and when repiacir� �Is"�i sill bolts use 9-lOdxii/z' nails(ma�rnum nailing}, , qg� qgp�E E:S. EACH SIDE O.C. C1N CEIVTER a z c�n.
<br /> 3 See deta�[SWF. Connec�oris vary dependi� on candihon. 3a Subst�tute 16d tae nails @ 8 oc for �A35. •
<br /> SOLID SAWN LUMBER shal� meet the following minimum grades(u.n.o,}conforming ta°WWPA GRAQING . A.B, ANCFiOR 80LT E,W. EACH WAY P.T. PRESSURE TREATED Z �
<br /> RULES FOR WESTERN LUMBER", latest edition: 4 See detait SW[t. Letter designatiQns a&b refer ta specific canditiarts, For gable-end roaf g�W �(„OW EA. EACH RQNF REINFC?RCEMENT � �,,� �
<br /> connectlons see detail S{AfF, Ca
<br /> WALL STUDS BLK BLOCK EMBED EMBEDMEM' D RE tnRED K/'f .
<br /> 5 See detail SWB. � Q
<br /> 2�c HF#2 6 Abutting panef edges i-equire a 2-2x(iamination cannecticin same as WALL BASE PtATE), 3x, or greater stud. I �KG BLQGKTNG EXIST FXISTING SCHED SCHEDUt_E �
<br /> WALL FlZAMII+IG& BFARII�G WaUs shalf be ?�c studs at ib"oc max witi� double 2x top plate, and 2x base 7 See detail DSW. � BTM BaTi�OM FDN FOUNE3ATION SIM SIMItAR �
<br /> pl�te(exterior walls sh�ll k�e 2xfi u.n.q. &interior wafls shal( be 2x4 u.n.o.). 8 The plate washer shall e�tkend td witfiin ij2°of the edge of fhe bc�itocn plate that receives the sheathing or rim. � BRG BEARING FLR FIQOR S7p STANQAFZD V
<br /> Block all supports solid to the foundation. At double-sided shearwalfs,stagger on both pfate eclges. BT1NN BE7WEEN FRMG FRAMING STRtJ�T STRl1CTURAI. �1
<br /> 5ee applicable detail(s}: TpS -- Cl;R CLEA�t FTG �0{?TING SW SHFARWAtl �
<br /> WOQD S'iRl1CTtJRAL PAI�ELS shall meet ttre performar�e standards of#he "APA" DUC PS1 and PS2 for their SHEAR FL4W CONNECTIONS j SPAGIIVG SW WALL SHEATHIIVG v�i
<br /> CLTR COtIECTOR G.T, GIRLIEFt TRIJSS THRU THR(7tlC�i
<br /> inkended application (group 5 species not allowed). ; F1�00R-T0 ROOF-TO CQNC CONCFtE�E C�t GRADE TYR TYPICAL N
<br /> SI�L-TO VUAl.L BASE PIATE CALL CALL SHEATHING EDGE
<br /> SHEARWALLS are indicateci on the plans with a bold dashed line and labeled 5W. The following letter -FOUNQATi(}N 1 2 -��'�` ��A� 5 QUT OUT THTCKNESS NAIIS CONN CON�VECTIQN HORI� t10Rl�Q�RL U.N.O. UNLESS NQ1'ED �
<br /> designation refers to ti�e Shearwall Schedule's SHEAR FLC?W C�NNECTI�NS 1 SPACING table, and the � ��u- � 4 CC1N1' CONTINt�?t1�S MAX MAXIMUM OTHERWISE �
<br /> number designation refers ta the WALL SHEATHING tabfe. Multiple combinations of letter and number �fs"� @ 60"oc ar �A35 @ �N3 C� ;, „ „ CTR CENl'ER �IFG MANUFAC�'URED VERT VERTZCAt� � '
<br /> desi nations may be present. Wall Line numbers, shown inside trian les refer to corres ndin ` � �� � 48'bc 3a 24"c�c qa 16d @ l0 oc A � 7/16 8d @ 6 oc :' ._
<br /> 9 9 , PQ 9 f2 �3 @ b0'oc DBL DOU�E MIN MINIMUM w/ WITH
<br /> engineering calculations, s �� +z DEC DETAIL o/ OVER w a Wlfti(7UT
<br /> fa $ @ 50 ac or #A35 @ �L550 @ I
<br /> Attach reted sheathing (indicated below) to 2x min STUDS spaced no more than 16"oc, u.n.o. See � „ „ 2�,�a� ���.a� �� �� @ 6"oc B 4 7�16�� 8d @���°e E.E. FACN END oc ON CENTER W.W.F. WELDED WIRE FABRIC
<br /> Shearwall 5chedule for minimum it�ic{v�ess and fasteners (thicimess at paint of fastened edges gaverns �z � 4� °G
<br /> 5/$"0 @ 16"oc or �A35 @ �LS50 @ � . ��
<br /> shear values). AA panel edges shal{ be blacked. Nail intermediate supports @ 12"oc. Do not penetrat� „ „ 16d @ Z"oc � 3 7/16" 6 8d @ 3'°c � �,,C) �, �''�t�j�.�
<br /> nails past flush. Install squash blacks under tf�e ends of all shearwalls where the framing below does not �/2"0 12"oc & 8 oc 8 oc � ������ ����ep'r A � � � t����,,.
<br /> i�.�i�'t
<br /> provide full bearing. Canstruct cripple walls same as the shearwall above, and gable-ends same as tl�e �18"� @ 22`'oc or �A3S @ �1550 @ 2-�.fid @ 2"oc � 4� 7/16"both „ � ' ,r,, ��
<br /> shearwafl below. 1 �, +� 6"oc 8"oe ta 4x rim(b�kg s��� � � 8d @ 4 ae .
<br /> � /2 f� @ 8 oc 8 � �cnrernir�Ctide 15 IBC Risk Category II � "� :
<br /> Rated sheathing:
<br /> 7�16"�both ". � �c,r
<br /> 7/16"05B rated wiih a 24/16 span rating. # '3 8d @ 3"oc 1Ku�d Design Data �a. �. � ,� �
<br /> 1/2"CD with a 3Z/16 span ratin . sides 8,7 C7 ,��,� ����ti
<br /> .
<br /> 9 Bas�c Wind Speed(3 secgust) mph 11b Internal Pressure Coefficient +/, 0.18 �,`�;
<br /> See applicable detail(s): SWE - :- - _ : - _ Surface Roughness C T raph�c Factor, !� 1.27 • .,�AL ��`
<br /> ROOF DIAPHRAGM Instal(either OSB or CD sheathing: �+ Wind ure Cate o C Wind Im ` � }
<br /> 7/16"OSB rated sheathir� with a 24/lb span rating; �"���,��wN .7�,,�"'�E�ut„E � 9 �Y _ (�tue Factor, I 1.00 .
<br /> panel clips required when spacing is greater than 20"oc. Earthc�uake Desi�n Data
<br /> 1/2"CD rated sheathing with a 32/16 span rating. 1 Deepen tt�e foundatian as neetled tia pravide:the required holdown emt�eedment into thefouncfation wall. Seismic Im ttanc�Factor l� l.OQ Seismic Force ResEsting System TabCe 12,2-1: A-13 ,
<br /> See[7etai(MHE Site Classification D Res se Modificatlon Factor R 6.5 Transvet� Th�s space reserved for
<br /> Use 8'x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows � f governing jurisdiction stamps
<br /> ha lf the !on dimension. Naif all boundaries and su " • 2 Fasten to the erid frami members of the shearwall u.n.o. ' � �,,3p7 6.5 �an9itudina�
<br /> g pported edges with&i @ 6 oc and interiar supports w�th � , � St�t Period Acceleration SS
<br /> 8d @ 12"oc, blockin not re u�red u.n.a. 3 FQUNDATION ANCC-i0R may be e�ended with tfireaded rod and coupler as required:
<br /> 9 �l � 1-Second Acceleration S� 0.497 2Q1Q Equiv',Late�al Force Praedure
<br /> 4 Pravid�the mCnimum embedment and edge distances specified �y tfie manufacturer.
<br /> R�TOP DECK DIAPHRAGM Install - Seismic Design Cate ary D 5eismic Response Coe�C'icient, CS 0.134 Trans�verse
<br /> „ 5 Attach ta(2}2x sbuds minimum �lamination connection same as WAU.BASE PLATE stagger nails�, u.n.a. I Q.871 (},134 t�n�itudinal
<br /> 23J32 rated Sturd-I-Floor T$cG with a 24oc span rdting ! S ctral ReS se C�efficient, Sos
<br /> Use 8'x 4' nels with lon dimension 6 See det�il HQPifor installation. � �
<br /> pa g perpendicular across supporting framing. Stagger panel rows half � ��N � �F � S ctr�) Response Cc�efficiertt, S�2 0.498 Seismic Base Sf�ear,V $626 Ibs
<br /> the !on dimens�on. Glue and naH all baundaries anc!su rted ed es with lOd @ 6"ac and interior �- 1 � FC3t1N[3ATICIN
<br /> � p� g FASTENERS 5 COMMENTS
<br /> supports with 10d @ 12"oc, blocking not required u.n.o. � _ i, 2,4, 6 _ ANCFiC:►R i,3r 4, 6 i Qrdvity I.o�atd Data�
<br /> R.00R DIAPHRAC�N Install minimum equal number of nails to �oth cannected , Flcror, L 4Q psf Snow,S 25 p�f
<br /> �MSTC4Q 28-16d sinker N/A f '
<br /> 23/32" rated Sturd-I-Floor T&G witfi a 24oc span rating. eiements �Data
<br /> , � equal number af nails to both connected
<br /> Use 8 x 4 panels with long dimension perpendicular across supporting framing. Stagger panel rows half �MST6Q 68-16d sinker N/A Allowable Soil Bearing 2000 psf
<br /> the long dimension. Glue and nail al! boundaries and supported edges with lOd @ 6"oc and interior ' elements.4x Mi�Posk
<br /> supports with lOd @ 12"oc, blocking not required u.n.a � *MSTC48B3 54-1,Qd s�nker N/A see SBdetail
<br /> COLLECTORS Diaphragms shall be nailed continuously to drag struts, drag trusses and other collector - - -
<br /> elements at boundary spacing, u.n.a � *HDU14-SQS2.5 36- �SD.Sj/��c2�/x 1'"�A307 T.Et. �e�e MFdetaik
<br /> See a licable detail s : DTC C5
<br /> ORIGIN DATE: 5/5/2017
<br /> REVISED:
<br /> � .
<br /> M
<br /> O
<br /> M
<br /> O
<br /> n
<br /> �
<br /> �
<br /> �,I
<br /> M
<br /> O
<br /> n
<br /> �
<br /> �
<br /> C
<br /> (a
<br /> Q
<br /> (1]
<br /> �
<br /> �
<br /> �
<br />
|