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<br /> � � � � � � � � � E � � � s�n►ExP GENERAL STRUCTURAL N�TES � PLAN I�+ISTRUCTIQNS � � �.
<br /> SHEARWALL SCHEDUL
<br /> Notes apply as called out in table below. SCOPE OF SERVICES These plans and accompanying calculations are for the Lateral Force Resisting System REK� TH IS FI RJT
<br /> 1 Anchor bolts embedded at least 7", or e�ansian anchors embedded at{east 4". See detail SWB. for Wind and Earthquake forces. All other structural information has been provided by others. The Wind and
<br /> „ , �� Earthquake elements are designed based on tlie plans provided to Sound Structural Solutions, Inc. If the design These plans are organized so that more detai(ed or specific information is faund in the same
<br /> 2 �MASAP can be installed instead of sill bolts Urith washers. V+Jhen replacing �Iz � sil! bolts use 7-lOdxi/z
<br /> naifs(minimum nailing) and whert replacing 5/s"�sill bolts use 9-lOdxl'/z" nails (ma�mum nailing}. is revised, notify this office to see if tiie Wind and Earthquake design needs to be modified. These notes indicate ,�,��y 6y ga(lowing the directian shown befow:
<br /> 3 See detail SWF. Connectians var�r depending on condition. 3a S�bstitute 16d toe nails @ 8°ac far �R35. minimum design capacities needed for the Wind and Earthquake resis4ng elements . If the other structural GEt�lERAL STRUCTURAL NOTES
<br /> 4 See detai4 SWR Let�er designations a & b refer to specific conditions. For gable-end raof p{ans indicate a greater capacity, use that capacity.
<br /> connections see detail SWF. CODE All conditions, materials and construction shall conform to the code specified in the DESIGN CR1TERlA, or SCHEDULES, DEfAILS and PLANS wil) often refer to GENERAL STRUCTURAL NOTES for more
<br /> 5 See detail SWB, other codes required by the governing jurisdietion. specific information.
<br /> SHEAR FLOW CONNECTIC?NS / SPACING SW WA!! SHEATHING PR� Through maintenance and current best practices, provide a building envelape thatwill preserve SCHEDULES �
<br /> the integrity of the structure throughout it's lifetime. DEfAILS and PLANS will ofren refer to GENERAL STRUCTU�2AL NOTES and SCHEDULES for more
<br /> FLOOR-TO -
<br /> SILL-TO - ROOF-TO- �NAI1 BASE PIATE CALL CAI1 SHEATHUlG EDGE �6PEC1IOP6 NotifY Bui�ding Departrnent for inspections required by local jurisdiction. specific information.
<br /> SILL&V�1Al.L
<br /> FOUNDATION 1, 2 � VVALL 4 5 OUf OUT THICKNESS NAILS SO�.S Bearing capacity of soil shall be per DESIGN CRIfER1A or greater. Footing shall bear on solid undisturbed DETAILS '
<br /> level soil devoid of any organic material and below indicated frost line.
<br /> 5Is"� @ 6d'bc ar �A35 @ �H1 @ COMPACTED F'aL shaU consist of predominately Well-Graded granular soil free of organic material and PLANS will often refer to GENERAL STRUCTURAL NOTES, SCHEDULES and DETAILS for more
<br /> � r� �� 48"oc 3a 24°oc 4a 16d @ 10"oc � 6 7/16" 8d @ 6"oc „ ' , s ecific information.
<br /> /2 �S 60 oc debris. Fill should be placed in ma�amum 8 loose lifts and compacted to a minimum of 95 percent p
<br /> 5I8°�@ �D"oc or �A35 @ �LS50 @ of the ma�mum density at optimum moisture content determined by ASTM D-1557 test procedures. p�q�j$
<br /> y �< <� 24"oc 3o`bc 4b ��d @ � �� � � 7�Z�'! ga @��� BACI�L shall be free draining and without organic material and debris from one of the following soil See the SYMBOL LEGEf+D as v+rell as ABEtEVIATiO[YS AHD ACRQNYMS for ather additional
<br /> � /z � @40ac
<br /> c{asses SM-SC,SM, SP, SW, GC, GM, GP, and G1N. information used an the PLAI��S. The term, TYPICAI(or TYPJ, used with a dztail callout or p(an note,
<br /> POt�DA7I0P6 APD RETA�mVG WALLS Extend footings to undisturbed bearing soil. Do not backfill untll all indicates that the information specifred shall apply in all similar canditions. SSS Number:
<br /> H�L��W N S�,�"�E�U�E slabs and/or horizontal diaphragms are constructed, oii�erwise provide temporary bracing to resist movement. s 1706033
<br /> There shall be no machine compaction on the retaining side of the structure for a distance equivalent to 2/3rds IF YOU HA VEANY QUESTI'ONS OR CONCERNS COIVTA C7 US.�MMEDIA TEL Y.� ,
<br /> 1 Deepen the foundafion as needed to provide the required holdown embedment into the foundation walf. the wau neight. We can be reached immediate(y by phone: (425} 7�8-1023 Project hlame: ,
<br /> See Deati[ MHE POI�DATI0h6 AND RETA�G WALLS(e�dstinq) Existing foundation,verify footing and stem. For less pressing questiotls, email us: inbox@ssseng.com 1610 63rd Street SE
<br /> 2 Fasten ro the end framing members of the shearwall, u.n.o. Please hel us et t0 our lans b havin this ob numbzr I�and : s1706033 ;
<br /> 3 FOUN�ATION ANCHOR may be extended with threaded rod and coupler as required. See applicable detail(s): RENI P 9 Y 1� Y 9 7 Y
<br /> 4 Provide th� minimum embedment and edge distances specified by the manufacturer. SIlL PLATES Use pressure treated 2x plates u.n.o. Embed anchor bolts at least 7" (expansion anchors
<br /> 4" . Use 3"x3"x0.229"washers. There shall be a minimum of two bolts per piece spaced not more than 6 ��B REV IATI O N S A N D AC RO NYM S
<br /> 5 Attach to(2} 2x studs minimum (faminatian connection same as WALL B�ASE PLATE; stagger nails), u.n.o. � Owner:
<br /> 6 See detail HDN for installation. feet apart, with one bolt located not more than 12"or less than 4°from each end of each piece.
<br /> � FOUNDATIC�N _C RF1'E fc = 25Q0 psi minimum (unless greater psi indicated on the plans). 5 1/2 sacks of cement per StlphaCi Y�y
<br /> �LDONN/STRAP �qSTENERS 5 COMMENTS cubic ard of concrete and a ma�omum of 6 allons of water r 941b sack of cement. Ma�amum slum is
<br /> 1, 2, 4, 6 RI�tCHQR 2, 3,4, 6 y 9 � p A8V ASOVE ES. EACH SIDE O.C. ON CENTEEt
<br /> 10" min embed with SET-XP epox� in 6" 4". Segregation of materials shall be prevented through proper handling and placement R.B. ANCNOR BOLT E.W. ERCH bVAY P.T. PFtESSURE TREATED
<br /> �HTT5KT 26- �SD#IOx21/2 $Is��S�T.R• RE'�FiORt�VGSTEEL #5 bars and larger shall be Grade 60 deformedbars, and #3 and #4 bars shall BLVV BELOW EA EACH REIIV� REINFORCEMENT •
<br /> min thick fdn walL See detail EPX.
<br /> be Grade 40 (u.n.o.), in accordance with ASTM A-615. Lap splices 32 bar diameters u.n.o. Welded BLK BLOCK E.�J. EDGE NAILING REQD REQUIRED Pr�ject ocat�on:
<br /> wire fabric shall conform to ASTM A-185 and shall be 6x6- W1.4xW1.4. Lap one full mesh at splices. BLKG BLOClQ�iG EMBED EMBEDP�IENT SCHED SCHEDULE 1610 63rd Street SE .
<br /> CLEAR COVER 3°clr when cast against Earth and 2"clr in all other locations, u.n.a B.N. BOUNDARY NAILING EXLST EXLSTING SIM SIMILAR Everett, WA 98203 �
<br /> POOT�IG DRA�VAGE Footing drainage per IBC section 1805.4.2&IRG section R405.1. BTM BOTTOM FDN FOUNDATION STD STAN�ARD
<br /> WOOD HtAM�iG in contact with concrete or masonry, or exposed to weather, shall be pressure treated. BRG BEARING FLR FLOOR STRUCT STftUCTURAL ;
<br /> COMECTORS APD FASiEPERS Fasteners, including nuts and washers, and connectors in contact gTWN BEfWEEN FRMG FRAMIM1iG SW SHEARWALL Design Professional:
<br /> with pressure treated wood shall be hot-dipped zinc-coated galvanized. CLR CLEAR FTG FOOTING THRU THROUGH Design lines
<br /> DCCEPTi01� Plain carbon steel fasteners, including nuts and washers, in SBX/DOT and zinc borate CLTR COLLECTOR G.L GIRDER TRUSS TYP TYPIGAL
<br /> preservative treated wood in an interior, dry environment shatl be permitted. CONC CONCRETE GR GRADE U.N.4. UNLESS NOTEp
<br /> SOLID SAWN L�NIBER shall meet the following minimum grades (u.n.o.) conforming to"WWPA GRADING CONN CONNECTION NORIZ HORIZO[VTAL # OTHERWISE
<br /> RULES FOR WESTERN LUMBER", latest edition: CONT CONTINUOUS MAX Mf1XIMUM VERT VERTICAL
<br /> �yp�.,�g�� CTR CENTER MFG MANUFACTURED w/ WITH
<br /> � HF#2 DBL DOUBLE N1IN MININIUM w/o WITNOUT
<br /> TRtiSSES Manufactured trusses are a deferred submittal item designed per CODE section 2303.4 and shall DET DETAIL o/ OVER W.W.F, WELDED WIRE FABRIC "
<br /> be designed for all loads and load combinations per the CODE. All connections per manufacturer, u.n.o. E.E. EACH END oc aN CE(VTER �''� '
<br /> , If truss layout is changed by manufacturer, please notify this office. � N
<br /> O `� �
<br /> See applicable detail(s): GEB � �
<br /> WOOD S'iRtlCit�tAL PANELS shall meet the performance standards of the "APA" [�OC P51 and PS2 for their �ESIG N CRITERIA = o� �
<br /> intended application(group 5 species not allowed).
<br /> SHEARWALLS are indicated on the plans with a bold dashed line and labeled SW. The following letter Governing Code 15 SBC Risk Categary II � LL' �
<br /> designation refers to the Shearwall Schedule's SHEAR FLOW CONNECTIONS/ SPACING table, and the N
<br /> number designation refers to the WALL SHEATHING table. Multiple combinabons of letter and number W��d �''s�9n Q�ta —� `'" d'
<br /> designations may be present. Wall Line numbers, shown inside triangles, refer to corresponding Basic�/ind Speed (3 sec gust) mph 110 Internal Pressure �o�fficient +/- O.i8 p��"
<br /> engineering calculations.
<br /> Surface Roughness B Top raphic Factor, Krt 1.00 � Z �
<br /> Attach rated sheathing (indicated below)to 2x min STUDS spaced no more than 16'bc, u.n.o. See Wind E�osure Category B U�Jind Importance Factor, I 1.Oa v H �
<br /> Shearwall Schedule for minimum thickness and fasteners (thickness at point of fastened edges governs ��hquake Design Data � � � ,
<br /> shear values). All panel edges shall be blocked. Nail intermediate supports @ 12"oc. Do not penetrate
<br /> nails past flush. Install squash blocks under the ends of all shearwalls where the framing below does not Seismic Importance Factor I� 1.00 Seismic Force Resisting System Table 12.2-1: A-13 � N
<br /> provide full bearing. Construct cripple walls same as the shearwall above, and gable-ends same as the Site C{assificatian D Response Modification Factor, R 6.5 Trans�erse 0 Z c�n
<br /> shearwall below. Short Period Acteleration, SS 1.258 6.5 lAngitudina! Z �
<br /> Rated sheathing: 1-Second Acceleration, S1 0.482 2010 Equiv. Lateral Force Pracedure 0 � �
<br /> 7/16"OSB rated with a 24/16 span rating. S�ismic Design Category D Seismic Response Coefficient, CS Q.129 Transverse tn �
<br /> 1/2"CD with a 32/16 span rating. Spectral Response Coetficient, Sps 0.839 0.129 �.ongitudinal
<br /> See applicable detail(s): SWE S ecfral Kes onse Coefficient S 0.488 Se9smic Base Shear, V 9804 ��s O
<br /> u
<br /> ROOF DLs1PHRAGM Install either OSB ar CQ sheathing: �� �ta -
<br /> �
<br /> 7/16"OSB rated sheathing with a 24/16 span rating; AI{owwable Sal Bearing 2000 psf �
<br /> panel clips required when spacing is greater than 20"oc. �
<br /> ij2" CD rated sheathing with a 32/16 span rating. �
<br /> � �
<br /> Use 8'x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows N
<br /> half the long dimension. Nail all boundaries and supported edges with 8d @ 6"oc and interior supports with � '
<br /> 8d @ 12"oc, blocking not required u.n.a �
<br /> �
<br /> C
<br /> FLOOR DL►PHRAGM Install minimum '—
<br /> � 23/32" rated Sturd-I-Floor T&G with a 24oc span rating.
<br /> Use 8' x 4' panets with long dimension perpendicular acrass supporting framing. Stagger panel rows half
<br /> the long dimension. Glue and nail all boundaries and supported edges with lOd @ 6"oc and interior
<br /> suppqrts with lOd @ 12" oc, blocking not required u.n.a �
<br /> �,.� �� `'
<br /> COPI�EC'TLOhLS and fasteners shall be per CODE Table 2304.10.1 u.n.a The symbol,"�", indicates a hardware , t����° `` ��� ft ar
<br /> connector from the most current Simpson Strong-Tie Catalag. Hardware with equivilent or greater capacities `� �' �`. -P
<br /> from other manufacturers may be substituted, example you can use USP's Dual Specification Chart to make an 4� '�'
<br /> t '
<br /> equivilent or greater capacity selection. Install per the manufacturer instructions. �� '
<br /> Fasteners and hardware in contact with pressure treated wood shall be hot-dipped zinc-coated galvanized. •E���1 � `a{ �
<br /> - ����4 ,,.� ����' ��
<br /> 70BSITE SAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design
<br /> `S�E't�('lrtl_ �,��.��
<br /> and/or construction review services related to the contractor's safety precautions or to means, methods,
<br /> techniques, sequences or pracedures for the contractorto perform their work. The undertaking of periodic site ��'�
<br /> visits by the ENGDVEER shall notbe construed as supervision of actual construction and not make him responsible
<br /> for providing a safe place for the performance of work by the contractor, subcontractors, suppliers or their
<br /> employees, or for access,visits, use work, travel, or occupancy by any person. This space reserved for
<br /> pWPERS1i�OF DOCI�fEMS These drawings and calculations are the intellectual property of Sound Structural governing jurisdiction stamps
<br /> Solutions Inc. These drawings may not be used in whole or in part by any person without permission of Sound
<br /> Structural Solutions Inc.
<br /> M�LLAPEOI�S The contractor shall verify dimensions and conditions at job site. The contractor shall ,
<br /> provide temporary bracing as required until all permanent connections and stiffenings have been installed.
<br /> Do not scale drawings. Pre-fabricated items to be handled and installed per manufacturer's recommendations.
<br /> ORIGIN DATE: 7/27/17
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