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<br /> GENERAL
<br /> STRUCTU RAL N OTES conti n ued G E N E RAL STRUCTU RAL NOTES RL.AN I NSTRU�1'IONS
<br /> COMEC'fIONS and fasteners shall be per CODE Table 2304.10.1 u.n.o. The symbol,"�", indicates a hardware CODE All conditions, materials and construction shall conform to the code specified in the DESIGN CR1TEFUA, o� READ TH IS FI RST
<br /> connector from the most current Simpson Strong-Tie Catalog. Hardware with equivilent or greater capacities other codes required by the governing jurisdiction.
<br /> from other manufacturers may be substituted, example you can use USP's Dual Specification Chart to make an PROTEC7ION Through maintenance and current best practices, provide a building envelope that will preserve ', Th2S2 pldi�S d�� OI't�dfliZ2d St? �Ildt �71Q1'e d��dll�C) Of 5�?eCl�IC 1f1f0('rt'ld�i��l 15 faUtld if1 th� SdIYt2
<br /> equivilent or greater capacity selection. Install per the manufacturer instructions. the integrity of the structure throughout it's lifetime. way by faflowinc� the direction shown belaw:
<br /> I1�6PECTI01�6 Notify Building Departrnent for inspections required by local jurisdiction.
<br /> Fasteners and hardware in contact with pressure treated wood shall be hot-dipped zinc-coated galvanized. I B GEiVERAL STRUCTURAI. NQTES .
<br /> HOLDOWI�LS See the HOLDOWN SCHEDULE. SOII.S Bearing capacity of soil shall be per DESIGN CRIfERIA or greater. Footing shall bear on solid undisturbed
<br /> level soil devoid of any organic material and below indicated frost line. SCHEI�ULES, DETAILS and PLAf�tS will often re#er to GENERAL STRUCTUFLAL(�TES for more
<br /> See applicable detail(s): HDN HOC specif�c information.
<br /> POST CAPS Provide a post cap on isolated columns that most nearly matches the actual member size(s) �PACTED F.dL shall consist of predominately Well-Graded, granular soil, free of organic material and
<br /> U.N.O. Each connection shall have a minimum of(3)lOd to the post and (3)lOd to the beam. debris. Fill should be placed in maximum 8" loose lifts and compacted to a minimum of 95 percent SCHEDULES
<br /> HANC�RS Model numbers will be specified on the plans for conditions that require more than minimum of the maximum density at opdmum moisture content determined by ASTM o-1557 test procedures. p�-qll5 and RLANS wi1(�ften refer ta C�NERAL STRUCTURAL NOTES and SCHEDULE� for more
<br /> capacity, otherwise see CONNECTIONS. When a hanger is not specified on the plans, use any size specific �CI�L shall be free draining and without organic material and debris from one of the following soil specific informatior�.
<br /> classes SM-SC, SM, SP, SW, GC, GM, GP, and GW.
<br /> model number that fits that member. Always use MAX NAILING. Hanger to match member size. Notching or QETAILS
<br /> FOU�DATIOI�lS AI�D RETAI1mV('WALLS Extend footings to undisturbed bearing soil. Do not bacl�ill until all
<br /> 12"MIN 48"MIN shimming of beam not allowed unless specified. slabs and/or horizontal dia hra ms are constructed, otherwise rovide tem orar bracin to resist movement.
<br /> IOBSITE SAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design p g p p y g PLANS wiil of�en refer to GENERRL STRUCTURAL NOTES, SCNEDULES and QETAILS for more
<br /> *CS16T0 There shall be no machine compaction on the retaining side of the structure for a distance equivalent to 2/3rds specific inforrt�aticari. .
<br /> COLLECTOR&BLOCIQNG and/or construction review services related to the contractor's safety precautions or to means, methods, the wall height.
<br /> techniques, sequences or procedures for the contractor to perform their work. The undertaking of periodic site PfANS
<br /> visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible See applicable detail(s): Ff+G See the SYM�.LE�as well as ABREVIATIOI�lS APD ACRONYMS for ather additinnal
<br /> SILL PLATFS Use pressure treated 2x plates u.n.o. Embed anchor bolts at least 7" (expansion anchors ��t��ation used on tfie PLANS. The term,TYPICAL(or 7YP), used with a detail callaut or plan note,
<br /> #LSfA240R�CS16 w� for providing a safe place for the performance of work by the contractor, subcontractors, suppliers or their 4"). Use 3"x3"x0.229"washers. There shall be a minimum of two bolts per piece spaced not more than 5
<br /> employees, or for access, visits, use work, travel, or occupancy by any person. indicates that ttte information specified shall apply in all similar conditions.
<br /> DIAPHRAGM FIASTENE PER MEMBER pWI�ERSF1� pF pOCUNElYfS These drawin s and calculations are the intellectual ro e of Sound Structural feet apart, with one bolt located not more than 12" or less than 4" from each end of each piece. -- - - ,
<br /> DIAPHRAGM u.N.O. g p p '�' CONCRETE f c = 2500 psi minimum (unless greater psi indicated on the plans). 5 1/2 sacks of cement per IF YDU HA VEANY QUESTIONS OR CDNCERNS CONTA CT US IMMEDIA TEL Y�
<br /> COLLECiOR ZX FLAT BUCG Solutions Inc. These drawings may not be used in whole or in part by any person without permission of Sound cubic ard of concrete and a maximum of 6 allons of water er 94 Ib sack of cement. Maximum slum is �S� ������
<br /> Structural Solutions Inc. � Y g p P We can be reaehed immediatefy by phane; (425) 778-1Q23 s1503040
<br /> (ORRIM) 4 . Se re ation of materials shall be revented throu h ro er handlin and lacement.
<br /> MLSCELLAPEOI�S The contractor shall verify dimensions and conditions at job site. The contractor shall g g p g p p g p FOr ieSS preSSiCtg C�u�5ti0r1s, email us: inbox@ssseng.CORt
<br /> provide temporary bracing as required until all permanent connections and stiffenings have been installed. RE��R�LVG S7EEt #5 bars and larger shatf be Grade 60 deformed bars, and #3 and #4 bars shafl , p���� �3e1�? US t��t t� yaUC }?Id(15 by hdVltlg t�'i1S]Ob nU111b�f hdtldy: 515�9040 ; project IVame;
<br /> COLLECTOR COLLECTOR be Grade 40 (u.n.o.), in accordance with ASTM A-615. Lap splices 32 bar diameters u.n.o. Welded
<br /> Do not scale drawings. Pre-fabricated items to be handled and installed per manufacturer's recommendations. Uakes Ave , `
<br /> wire fabric shall conform to ASTM A-185 and shall be 6x6 - W1.4xW1.4. Lap one full mesh at splices. :
<br /> , Apartments �
<br /> BFAM OPTIONALSTRAP ___ _ __ __ ___ __. _ __ _. _ CLEAR COVER 3" clr when cast against Earth and 2"clr in all other locations, U.N.O. �ggREVIATIQNS AND A�R�JNYNIS � '
<br /> LOCATION
<br /> SHEARIIVALL S�HEDULE ��EXp Seeapplicabledetail(s): RI ����� ,
<br /> CSB COLLECTOR SPLICE TO BLOCKING CS COLLECTOR SPLICE FOOTING DRAINAGE Footing drainage per IBC section 1805.4.2&IRC section R405.1. A�, p�,�� �.�. ��,� �I� o.C, ON CENTER , Ra�n�e� ����d�n9
<br /> WOOD FRAM�VG in contact with concrete or masonry, or exposed to weather, shall be pressure treated. p,g. At+�HOR BOLT E.W. EACH WAY P.T. PRESSURE TREATED CoCp ,
<br /> N.T,S. N.T.S. CSAB i Notes apply as called out in table below. Numbers in parenthesis, IE (1-1), refer to corresponding engineering calculations. �W ��QW Ep, ��}� REINF REIfdFORCEMENT ,
<br /> 1 Anchor txilts embedded at least 7", ar e�ansion anchors embedded at[east 4". See detail SWB. CpIWECTpRS APD FASTEPERS Fasteners, including nuts and washers, and connectors in contact g� g�OCK EMBED EMBEDMEN'T' REQD REQUIRED
<br /> 2 *MASAP can be installed instead of sill bolts with washers. When repfacin�g '/z"f�sill balts use 7-1{�xl'/z" with pressure treated wood shall be hot-dipped zinc-coated galvanized.
<br /> nails minimum nailin and when re lacin 5/a"0 sill boits use 9-lUdxl'Iz" naiis maxirrrum naiiin BLKG BLOCIQNG IXIST DCIS7ING SCNED SCNEDUIE project Locatian:
<br /> { g) p 9 ( 9}• D(CEPTIONt Plain carbon steel fasteners, including nuts and washers, in SBX/DOT and zinc borate gTM BOTTOM FDN FOUNDATION SIM SIMItAR , 3313 OakeS AVe
<br /> I 3 See detai! SWF. Connecbons vary depending on condition. 3a Substitute i6d toe nails @ 8'bc for �A35, preservative treated wood in an interior, dry environment shall be permitted.
<br /> � BOTT,�M PLAh *PSPN516 w� � 4 See detail SWR. Letter designations a & b refer ta specifie conditions. For gab(e-end roof BItG BEAFZING FLR FLOO}t STD STANDARD I
<br /> SOLID SAWN LUMBER shall meet the following minimum grades (u.n.o.) conforming to"WWPA GRADING g-�N BETWEEN FRMG FRAMING STRUCT STRUCTUi2AL ' Everett, WA
<br /> � FLOOR SHEATHING 8-16d NAILS INTO #�PN58 WI cannections see detail S1NF. �
<br /> �, TOP PtATE,E.S. S See detaii SWB. RULES FOR WESTERN LUMBER" latest edition: ��.R Ci_EAR FTG �OOTING SW SHEARWALL '
<br /> 1-8d NAIL INTO c
<br /> 6 Abutting panel edges require a 2-2�c(IaminatiQn connection same as WALE_QRSE PLATE}, 3x,or greater stud. ��"�S POSTS• RAFfERS•�O�T CITR COLLECTQR G.T. GIRDER TRUSS THRU THRQUGt-I II
<br /> *PSPN58 PLUMBING BASE PLATE,E.S. 7 See detail DSVII. C?�sign Rrofessional:
<br /> 6X and wider DF#1 Y
<br /> CONC CONCREi�E GR C�tADE TYP TYPICAL , Carl �. Colson !
<br /> ' PLUMBING 8 The plate washer shall extentl to with`tn 1/2" of the edge of the bottom p(ate that receives the sheathing or rim. 4X DF#2 '
<br /> '�LOOR O � i C�NN CONNECTION HOR]Z F�R]ZONTAL U.N.O. UNLESS NOTED ' Architect P1.LC .
<br /> , At doubie-sided shearwalls, stagger on both plate edges. �c 10 and greater �#2 COM' CO(VfI(VtJOUS MAX MAXIMUM OTHERWISE , ,
<br /> ; #PSPN516 ' .
<br /> NOTCHAS i SHEAR �LOW CONNECTIQNS / SPACING Sw WALL SHEATHING �8 and smaller HF#2 CTR CE1vTER MFG MANUFACTURED VERT vERTICA� '
<br /> REQUIRED i WALL STtAS pg� pp�B� MIN MINIMUM w/ W1TH I
<br /> � j FLOOR-TO R�OF-TO 2x HF#2 pET DEfAIL o/ OVER w/o WITHOUT
<br /> � WALL STUD,TYP WAIl STUD , SILL-TO WALL BAS E RLATE CALL CALL SHEATHING EDC�
<br /> � DBLTOP PLATE � �, -SILL& -WALL ENG��EERED WOOD shall meet the following minimum properties: E.E. EACH END oc O!V CENTER W.W.F. WELDED WIRE FABRIC
<br /> TYp ii -FOUNDATION 1, 2 WALL 3 4 � �� �� ��C��S �� Callout E x 106 (psi) Fb si FC oar (psi) Fc aerp (psil Fv si
<br /> ELEVATION VIEW TOP PLATE NOTCH BOTTOM PLATE NOTCH i 5/s°� @ 6o"'oc or ' �A35 @ *Hi @ T M
<br /> 16d @ 10"oc 7����t gd @ ���� GLB 1.8E 2400 1650 650 240 � No
<br /> . PLAN VIEW PLAN VIEW �� � 48"oc 3a �4"oc 4a A 6 All cantilevered and multi-span glue-laminated beams(GLB) shall be V8 unless noted otherwise, D ESIG N ��iTE�A Z `�
<br /> �� ,�
<br /> f �� � �Q �� additionally cantilevered beams shall have zero camber. � �
<br /> � 5Jg"0 @ 60"oc or �A35 @ �HI'@ 16d @ 8'bc 7/f6" &d @ 4"oc
<br /> - �/2"QS 48"oc 32��a 24"oc 4a � �' 24F-V4 shall be cambered with a 3500' radius u.n.o. ; Governing Code 15 I$C Risk Category II J � �
<br /> POF PENETRATION OF FRAMING EXTERIOR WALL ;
<br /> I 5/8"� @ 48"ac ar *A35 @ �LSSfl @ �� 1.55E 1900 2050 800 310
<br /> T. . 16d @ 4"oc � 3 7(16" s 8d @ 3"oc PSL 2.OE 2900 2900 750 290 W�� �sign Data � "' t�
<br /> N, S � `V
<br /> ; 3/z"0 32"oc 16"oc 24'bc 4b Engineered wood products shall be protected from moisture to preserve their structural integrity. Basic Wind Speed (3 sec gust} mph 110 Internal Pressure Coefficient +/ 0.18
<br /> '� s ° �� Provide tem orar bracin to avoid ermanent deflections resultin from dr 'n under construction ' Surface Rou hness B T ra hic Factor 1.00 � � �
<br /> /8 � @ 15 oc or *A35 @ �LS5Q @ „ �� �F P Y 9 P 9 N 9 9 �Po9 P � �c
<br /> ! � �� �� 16"oc 16"oc 4b 16d @ 3 oc � 2 7/16 5 $d @ 2 a dead loads. I Wind E�osure Category B Wind Importance Fattor, I 1.00 � Z �
<br /> ; /2 0 12 oc 8
<br /> TRt�S.SES Manufactured trusses are a deferred submittal item designed per CODE section 2303.4 and shall �rthquake Desgn Data ~ �
<br /> _......... __......... u
<br /> be designed for all loads and load combinations per the CO�. v �
<br /> ] �"'" If truss layout is changed by manufacturer, please notify this office. Seismic Im�rtance Factor, Ie 1.flfl Seismic Force Resisting System Tab(e 12.2-1: A-13 � � �
<br /> (S)16dEVENLYSPACED, 16d@16"oc ��1.���� �4������ SiteClassificatlan D Response Modification Factar, R 6.5 Transverse 1— � N
<br /> TYP U.N,O, TYP FACE NAILS See applicable detail(s): GEB
<br /> �� ' Short Period Acceleratic�n, SS 1.322 b.5 �ongitudinal � �
<br /> 1 Deepen the foundation as needed ta provide the required hoidaw� embedmertt into the foundation wal(. dVER-FRAM�VG Unless noted otherwise by truss manufacturer, overframe witi� 2x4 rafters @ 24 oc.
<br /> See beatit MHE Post down w/ 2x4 @ 48" oc, staggered. &ace posts over 6'-0"tall perpendicular to wide face. 1-Second Acce(eration, S, 0.502 2010 Equiv. Lateral Force Frocedure � Z �
<br /> , Seismic Design Categary (� Seismic Response Coefficient, CS 0.136 Transverse �
<br /> i� 2 Fasten to the end framing members of the shearwall, u.n.o. WALL FRAM�VG& BEAR�VG Walls shall be 2x studs at 16'oc max with double 2x top plate, and 2x base � ,,,,� �
<br /> i E Spectral Response Coeffitient, Sos Q.�1 0.136 t�ongitudinal
<br /> �� �� 3 FOUNDATION ANCFiOR may be extended with threaded rod and coupler as required. plate (exterior walls shall be 2x6 u.n.o. & interior walls shall be 2x4 u.n.o.). �
<br /> j, i; 4 Provide the minimum embedment and edge distances specified by tt�e manufacturer. Block all supports solid to the foundation. S ectral Res nse Coefficient, S�i 0.502 Seismic Base Shear, V 15903 Ibs
<br /> i� �; MIN 7x S Attach to(2} 2x studs minimum {laminativn connection same as WALL BASE PI.ATE; stagger nails}, u.n.o. See applicable detail(s): BtIS TPS t�avity Laad Data �
<br /> !� �' 6 See detail HDN for instaEiation.
<br /> � , ; , BEAM PENETRATI0�6 Allowable beam penetrations shall be made in the middle third of the span and the Fioor, L 4Q psf Snow, S 25 psf v
<br /> �,,��
<br /> � 4'-0"MIN ; , �LDC)WN/ 57RAP �ASTENERS 5 FOUNDATION COMMENTS middle third of the depth. Con Pct this o�ffice for any penetration outside the allowable area. ���ss Top Chrnd, [? 10 psf Truss Top Chord, L 40 psf Truss T�p Chord, S 25 psf �
<br /> '� SPLICE i �, �T�, � ANCH�R 1, 3,4, G See applicable detail(s): B
<br /> ' WOOD STRUCTI�2AL PANELS shall meet the performance standards of the "APA" DOC PS1 and PS2 for their ��'�ss Battom Chord, D iQ psf Truss Deflection C�E section ibd4.3 �
<br /> �STHD14/14RJ 3�-16d sinker N/A 6" Stem �
<br /> intended application (group 5 species not allowed). ; So� Data �
<br /> - @J
<br /> �HTT5 26-10d �SSTB16 5" min thick fdn wall SHEARWALLS are indicated on the plans with a bold dashed line and labeled SW. The following letter - � X
<br /> designation refers to the Shearwall Schedule's SHEAR FLOW CONNECTIONS / SPACING table, and the A{lowab{e Soil Bearing 2500 psf Unit Weight of Soil 135 pcf At-Rest Soii Pressure 55 pcf �
<br /> equal number of nails to both connected Active Pressure 35 pcf Passive Pressure 275 pcf Coefficient of Friction 0.45 -�
<br /> �MSTC40 28-16d sinker !V/A 7/16"OSB rated sheathing with a 24/16 span rating. �
<br /> elements 1/2" CD rated sheathing with a 32/16 span rating. Company: Geotest Report#: 16-0659 Date: 12J9/16 —
<br /> TPS DOUBLE TOP PLATE SPLICE et�ual number of nails to both connected
<br /> �MSTC52 44-15d sinicer N/A number designation refers to the WA11 SHEATHING table. Multiple combinations of letter and number
<br /> TPSA ����en� designations may be present. Wall Line numbers, shown inside triangles, refer to corresponding
<br /> N.T.S. �qual number of naiis to bath connected
<br /> �MSTC6fi 6416d sinker WA engineering calculations.
<br /> elements
<br /> Attach minimum 32/16 panel index sheathing to 2x(min) STUDS spaced no more than 16"oc, u.n.o. See ..�,,,P��" ��r
<br /> �MSTC48B3 5410d sinker N/A see detail SB Shearwall Schedule for minimum thickness and fasteners (thickness at point of fastened edges governs �-a�,�:�r �y '��
<br /> shear values). All panel edges shall be blocked. Nail intermediate supports @ 12"oc. Do not penetrate �,� " r�
<br /> �MSTC6fiB3 56-lOd sinker N/A see detail SB nails past flush. Install squash blocks under the ends of all shearwalls where the framing below does not f �� �
<br /> j_�,
<br /> EXTENT OF {
<br /> EXTENT OF provide full bearing. Construct cripple walls same as the shearwall above, and gable-ends same as the ' f � i,�
<br /> SHEARWALL SHEARWALL
<br /> shearwall below. �'��€ f�� �
<br /> �� ���,��,_;��r z F�` �ti��`'
<br /> �pp�$�p DOUBLETOPPLATE TPS SWF SWR See applicable detail(s): SWE
<br /> ��'Q1V�t E`�Ux ,.�r
<br /> ROOF DIAPHRAC�1 Install either OSB or CD sheathing: ��
<br /> BEAM&*CS16 7/16"OSB rated sheathing with a 24/16 span rating;
<br /> w�(16)lOd REQUIRED STUDS panel clips required when spacing is greater than 20"oc.
<br /> AS SHOWN
<br /> BEAM 2x4 WALL 2x6 WALL 1/2" CD rated sheathing with a 32/16 span rating.
<br /> Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows This space reserved for
<br /> 4x&2-2u(SAWN) governing jurisdiction stamps .
<br /> 3��c(GLB) (2)Zx4 2 2x6 half the long dimension. Nail all boundaries and supported edges with 8d @ 6"oc and interior supports with
<br /> HEADER HEADER � � 8d @ 12"oC, blocking not required u.n.o.
<br /> 3%x(MANF) ROOFTOP DECK DL4PHRAC�1 Install
<br /> 6x&3-Zx(SAWN)
<br /> 5��c(GLB) (3)2x4 (3)]�c6 23/32" rated Sturd-I-Floor T&G with a 24oc span rating
<br /> 5%ax(MANF) Use 8' x 4' panels with long dimension perpendicular across 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 /> �(�WN) supports with lOd @ 12" oc, blocking not required u.n.o.
<br /> � ��� 6%ax(GLB) (4)2x4 (4)�6 See applicable detail(s): CSP �
<br /> �-° . : REQD 7x(MANF)
<br /> � STUDS R.00R DIAPHRAGM Install minimum
<br /> GIRDERTRUSS (3)2x4 (3)Zx6 23/32" rated Sturd-I-Floor T&G with a 24oc span rating. -
<br /> Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half
<br /> REQUIRED TRIMMERS the long dimension. Glue and nail all boundaries and supported edges with lOd @ 6"oc and interior
<br /> supports with lOd @ 12" oc, blocking not required u.n.o.
<br /> HEADER 2x4 WALL 2x6 WALL
<br /> I�NG See applicable detail(s): CSP
<br /> �p HEADER 4x&2-2�c(SAWN) COLLECTORS Diaphragms shall be nailed continuously to drag struts, drag trusses and other collector
<br /> 3��c(GLB) �4 �6 elements at boundary spacing, u.n.o.
<br /> 3%x(MANF) See applicable detail(s): DTC CS ORIGIN DATE: 2/6�2017
<br /> 0
<br /> 6x&3-bc(SAWN) ___ o
<br /> REQD 5y�c(GLB) --- (2)�6 REVISED: - �
<br /> SWB SWF � � TRIMMERS 5�/�x(MANF) �
<br /> KING STUD CRIPPLE STUD BASE PLATE�
<br /> ,-,
<br /> N'
<br /> TRIMMER STUD NOTE: BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM T'
<br /> 0
<br /> SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS T'
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<br /> �
<br /> SWE SHEARWALL ELEVATION BHS BEAM & HEADER SUPPORTS `� �
<br /> �
<br /> �,
<br /> �
<br /> N.T.S. N.T.S.
<br /> �
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