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<br /> N TES conti n ued G E N E RAL STRUCTU RAL NOTES ' PLAIV I NSTRUCI'IQNS .
<br /> GENERAL STRUCTURAL O .
<br /> COMECiIONS 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 CRITERIA, o� �EAD 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 PROTECTION Through maintenance and current best practices, provide a building envelope that will preserve i TheS� plaflS dt'e 01"�dnlZ�d SO #ldt C110fe detallKl Qf Sp�CIfiC If1fOt'Ctlafii0�l iS fOUftd lt1 tlle SdfY1Q �
<br /> equivilent or greater capacity selection. Install per the manufacturer instructions. the integrity of the structure throughout it's i�fet�me. way by follawing the direction shown below:
<br /> Fasteners and hardware in contact with pressure treated wood shall be hot-dipped zinc-coated galvanized. �PECIIOI�LS Notify Building Departrnent for inspections required by local jurisdiction. !'„ENERAL STRUCTURAL. NOTES
<br /> HOLDOWNS See the HOLDOWN SCHEDULE. SOIIS Bearing capacity of soil shall be per DESIGN CRITERIA or greater. Footing shall bear on solid undisturbed
<br /> level soil devoid of any organic material and below indicated frost line. SCHEDUL.ES, DEfAILS and PLAI�l.S will often refer to GENERAL STRUCTURAL NOTE.S for mare
<br /> See applicable detail(s): HDN HOC speci�ic inforrna�on,
<br /> POST CAPS Provide a post cap on isolated columns that most nearly matches the actual member size(s) �PACiED F�.L 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 /> HANGERS Model numbers will be specified on the plans for conditions that require more than minimum of the maximum density at op6mum moisture content determined by ASTM D-1557 test procedures. �ps� and RLANS wili aften refer to GENERAL 5TRUCTURAL NOTES and SCHEIXILES 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 spetific i�ormaUon.
<br /> model number that fits that member. Always use MAX NAILING. Hanger to match member size. Notching or classes SM-SC, SM, SP, SW, GC, GM, GP, and GW.
<br /> � � 'n f eam not allowed unless s ecified. �Ol1�An�AI�D RETA�mVG WALIS Extend footings to undisturbed bearing soil. Do not bacl�ill until all [?ETAILS
<br /> 12 MIN 48 MIN shimmi g o b p
<br /> slabs and/or horizontal diaphragms are constructed, otherwise provide temporary bracing to resist movement. pLANS will ofter� refer to GENEf2AL STREJC-T�URAL NOTES, SCHEDUI.ES and DETAILS for more
<br /> #CS16T0 70BSITE SAF�TY Sound Structural Solutions Inc has not been retained or compensated to provide design �
<br /> and/or construction review services related to the contractor's safety precautions or to means, methods, There shall be no machine compaction on the retaining side of the structure for a distance equivalent to 2/3rds specific information.
<br /> COLLECTOR&BLOCIQNG the wall height.
<br /> techniques, sequences or procedures for the contractor to perform their work. The undertaking of periodic site PLANS
<br /> See applicable detail(s): FT�G See the SYMB�LEG6►t3 as well as ABREViATIO�ES AI�D AQtONYMS for other additianal
<br /> visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible S�P�-� Use ressure treated 2x lates u.n.o. Embed anchor bolts at least 7" (expansion anchors
<br /> for providing a safe place for the performance of work by the contractor, subcontractors, suppliers or their p p information used on the Pl.ANS. The term,TYPICA�(or TYP), used with a detail callo�t ar plan note,
<br /> 4" . Use 3"x3"x0.229"washers. There shall be a minimum of two bolts per piece spaced not more than 6
<br /> #LSTA24 OR*CS16 w� . . ) ' indicates that the informa�on specified sha(I apply in all similar conditians.
<br /> MIN(9)-lOd employees, or for access, v�sits, use work, travel, or occupancy by any person. feet apart, with one bolt located not more than 12" or less than 4" from each end of each piece.
<br /> DIAPHRAGM
<br /> FASTENERS PER MEMBER pV1/PER.SIi�OF DOCUNEM'S These drawings and calculations are the intellectual property of Sound Structural COIVCRETE f c = 2500 psi minimum (unless greater psi indicated on the plans), 5 1/2 sacks of cement per IF YOU HA VEANY QUESTIQNS OR CONCERNS CDNTACT US IMMEDIA TELY.�
<br /> I SSS Number:
<br /> DIAPHRAGM U,N.O. Solutions Inc. These drawings may not be used in whole or in part by any person without permission of Sound
<br /> COLLECTOR 2XFtATBLKG cubic yard of concrete and a maximum of 6 gallons of water per 94 Ib sack of cement. Mawmum slump is We can be reached immediately by phone: (425) 778-1023 s1609040
<br /> (ORRIM) Structural Solutions Inc. 4". Se re ation of materials shall be revented ti�rou h ro er handlin and lacement. �
<br /> M]SCELLA(�EOI�S The contractor shall verify dimensions and condi�ons at job site. The contractor shall g g p g p p g p Far less pressing questi�ns, ��Ytall US: inbox@ssseng.001Y1
<br /> rovide tem orar bracin as re uired until all permanent connections and stiffenings have been installed. RED��RC�VC�ST'EEL #5 bars and larger shall be Grade 60 deformed bars, ar,d #3 ar,d #4 ba�s snau p��ase help us get to your plans by having this job number handy: 51.5�9040 Pro�ect(�me: ��
<br /> COLL.ECTOR COLLECTOR p p y g Q 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. "vire fabric shall conform to ASTM A-185 and shall be 6x6 - W1.4xW1.4. Lap one full mesh at splices. Oakes AYe
<br /> _ - - ° g � �� - ABBREVIATIC31'i1S AND ACRQNYMS , Apartments .
<br /> B� 0 ON�P ... ___ _ CLEAR CO bERdeta II swhReIn cast a amst Earth and 2 clr in all other locations U.N.O. �i Owner. I' ,
<br /> SWEXP see pp ( >
<br /> CSB COLLECTOR SPLICE TO BLOCKING CS COLLECTOR SPLICE SH EARWAL L SCH EDU LE FOOT�VC'DRA�VAC�E Footing drainage per IBC section 1805.4.2&IRC section R405.1. R� A�,,,� �.5. ��,� Sj� O.C. ON CENTER ', Ra��,�e� B���d�n9 �
<br /> WOOD FRAM�VG in contact with concrete or masonry, or exposed to weather, shall be pressure treated. p,g, At�HOR BC}LT E.W. EAGH WAY P.T. PRESSl3RE TREATED � COCp
<br /> N.T.S. N.T.$. CSAB � �tes apply as called out in tabie below. Numbers in parenthesis, IE (1-1), refer to corresponding engineering calculations.
<br /> ' 1 Anchor bolts embedded at least 7", or expansion anchors embedded at least 4". See detaii SWB. CpMECTORS Af�D FASTEPERS Fasteners, including nuts and washers, and connectors in contact �W ��'�W � ��H REINF REINFORCEMENT
<br /> BLIC BLOCK EMBED EMBEDMEN'T' REQD REQUIRED
<br /> ' 2 *MASAP can be installed instead of si[I bolts with washers. When replacing 'Iz"p� sill ba(t� use 7-1Qdxi�lz" with pressure treated wood shall be hot-dipped zinc-coated galvanized. ' '
<br /> � nails minimum nailin and wher� re lacin �/s"0 sil! bofts use 9-lOdxl'/z" nai[s maximum naiiin BLKG BLOCl4NG DCIST EXISTING SCHED SCNEL?ULE project Locatian:
<br /> ( g) p g ( 9)� IXCEPIIO�t Plain carbon steel fasteners, including nuts and washers, in SBX/DOT and zinc borate BTM BOTTOM FDN FOUNDATION SIM SIMiLAR ��
<br /> � 3 See detail SWF Connections vary depending on condition. 3a Substitute i6d tae nails @ 8"oc for �A35. preservative treated wood in an interior, dry environment shall be permitted. 3313 DakeS AY@
<br /> �� #PSPN516 wJ 4 See detail SWR Letter designations a & b refer to specific conditions. For gable-end roof ,� Bi2G BEARDVG FLR �LOO}2 STD STANDARD �u��ett� WA � �� ,
<br /> ; BOTfOM P 8-16d NAILS INTO ' connections see detail SWF. SOLID SAWN LUMBER shall meet the following minimum grades (u.n.o.) conforming to WWPA GRADING g�N BEi�WEEN FRMG FRAMII� STRUCT STRUCTL1RAl.
<br /> � FLOORSHEATHING *PSPN58w� RULES FOR WESTERN LUMBER", latest edition:
<br /> ; TOP PLATE,E.S. 5 See detail SWB. CLR C!_EP�R FTG FOOTING SW SHEARWALL
<br /> 1-8d NAILINTO 6 Abutting panel edges require a 2-2�c(laminativn cannection same as WALL @ASE PLATE), 3x,or greater stud. �MS ��� ������T .
<br /> � #PSPN58 PLUMBING BASE PLATE,E.S, CLTR COLLECTOR G.T. GIRDER TRU55 THRU TNROUGH pesign Rrofessional: .
<br /> , 7 See deCaii DSW. 6X and wider �#1 CpNC COt�RETE C�2 (�tADE TYP TYPICAL : Car) �. Colson I
<br /> PLUMBING 8 The plate washer shall extend to withir� 1/2"of the edge of the battom plate that receives the sheatf�ing 4r rim. 4X DF#2 '�
<br /> �LOOR O 0 , C�NN CONNECTION HORIZ F�RIZONTAL U.N.O. UtVlFSS NOTED Architect PLLC
<br /> � At doubie-sided shearwalls, stagger on both plate edges. �c 10 and greater �#2 CONT COfvTINUOUS MAX MAXIMUM OTNERWISE
<br /> � *PSPN516 2x 8 and smaller HF#2
<br /> NOTCHAS SHEAR fLOW CONNECTIONS J SPACING SW WALL SHEATHING y�►ALLSTIAS cTR CEtVTER MFc MANUFACTURED VERT v�RTlca�
<br /> i
<br /> , REQUIRED � D� D�UBLE MIN MiNIMUM w/ W1TH ,
<br /> ; � FLOOR-TO ROOF-TO 2x HF#2 DET DETAIL o/ OVER w/o WITHOUT _ _
<br /> WAl15TUD,lYP WALLSTUD, SILL-TO WALL BASE PLATE CALL CALL SHEATHING EDC�
<br /> DBLTOP PLATE -SILL& -WALL ENG��EERED WOOD shall meet the following minimum properties: E.E. EACH END oc ON CEIVTER W.W.F. WELDED WIRE FABRIC
<br /> TyP � -FOUNDATiON 1, 2 5 OUT OUT Tt-QC}QVESS NAILS
<br /> WALL 3 4 Callout E x 106 (psi) Fb si Fc ar si Fc oerp(psi) Fv si
<br /> M
<br /> ELEVATION VIEW TOP PLATE NOTCH BOTTOM PLATE NOTCH 5/s°0 @ 6o"ac or �A35 @ �Hi c� G�B 1.SE 2400 1650 650 240 � o
<br /> PLAN VIEW PLAN VIEW i�d @ 1°"� A 6 '�1�° �d @ �"� ['�ESIG N CR=TE RIA
<br /> � i/z��� ���Oe 48"oc 3a 24'bc 4a All canblevered and multi-span glue-laminated beams (GLB) shall be V8 unless noted otherwise, Q � �
<br /> 5Is°0 @ 6q`bc o� *A35 @ �H1 @ additionally cantilevered beams shall have zero camber. 1—i � -
<br /> 16d @ g"ac 7/i6" 8d @ 4"a �
<br /> _ i �� �� 32"oc 2�4"oc 4a � � 24F-V4 shall be cambered with a 3500' radius u.n.o. i Governing Cflde 1'S I$C fZisk Category II � � �
<br /> POF PENETRATION OF FRAMING EXTERIOR WALL I �2 � 4� o�
<br /> I LSL 1.55E 1900 2050 800 310 —
<br /> �/s"0 @ 48"oc or �A35 @ *LSStl @ �� @ 4„0� ^ 3 7/16" 6 8d @ 3"oc PSL 2.OE 2900 2900 750 290 1N�md Design Data � w �r .
<br /> N.T.S. ! i �� �� 16"a 24"oc 4b �•� � N
<br /> /z 0@ 32 oc Engineered wood products shall be protected from moisture to preserve their structural integrity. i Basic Wind Speed (3 sec gust) mph 110 Internal Pressure Coefficient +/- 0.18 w
<br /> 5/s"0 @ 15"oc or *A35 @ �LSS{� @ p Y 9 P 9 Y� 9 9 , Krt 1.00 J `"�
<br /> � f6d @ 3'bc 7/16" 5 8d @ 2"oc Provide tem orar bracin to avoid ermanent deflections resultin from dr n under construction Surface Rou hness B Topographic Factor
<br /> ��2�� 12��c�c g 16 oc 16 oc 4b � � B Wind Impo�tance Factar, I 1.00
<br /> ' �� �� dead loads. g p Wind Exposure Category = z �
<br /> ; �6 cjc
<br /> �
<br /> _ _ _. _
<br /> TRl1SSES Manufactured trusses are a deferred submittal �tem des� ned er CODE section 2303.4 and shall �rthquake Qesgn Data �j � O
<br /> be designed for all loads and load combinations per the CODE. _ �
<br /> If truss layout is changed by manufacturer, please notify this office. Seismic Im�rtance �actor, I� 1.00 Seismic Force Resisting System Table 12.2-1: A-13 � �
<br /> (8)16dEVENLYSPACED, 16d@16 oc ������� �������� See applicable detail(s): C�8 Site Classification i? Response Modification Factor, R 6.5 Transuerse 1-- c� N
<br /> TYP U.N.O. TYP FACE NAIIS
<br /> O�VER-FRAM�VG Unless noted otherwise by truss manufacturer, overframe with 2x4 rafters @ 24" oc. Short Period Accelera�on, SS 1.322 6.5 �ongitudinal �
<br /> 1 Deepen if�e foundation as needed to provide the required holdown embedment into the foundation wall. 0.5�2 2010 Equiv. Lateral Force Frocedure Z z �
<br /> See Deatif MHE �� 1-Second AcceEeration, Si
<br /> Post down w/ �c4 @ 48" oc, staggered. &ace posts over 6'-0 tall perpendicular to wide face.
<br /> 2 Fasten ta the end framing members ofi the shearwall, u,n.o. WALL FRAM�VG& BEAR�VG Walls shall be 2x studs at 16'bc max with double 2x top plate, and 2x base Seismic Design Category I� Seismic Response Coefficient, CS 0.136 Transverse O �
<br /> !' '' 3 FOUNDATIOiV Af�HOR may be extended with threaded rod and coupler as re�uired. plate (exterior walls shall be 2x6 u.n.o. & interior walls shall be 2x4 u.n.o.). Spectral Response Coeffitient, S05 Q•�1 0.136 l.ongitudinal ''''� �
<br /> I� �./�
<br /> �; S ctral Res nse Coefficient, 54i 0.502 Seismit Sase Shear, V 15903 Ibs
<br /> �; �= MIN 7�C 4 Provide the minimum embedment and edge disCances specified by the manufacturer. Block all supports solid to the foundation.
<br /> i; i€ 5 Att�ch ta(2} 2x studs minimum (lamination connection same as WALL�ASE PIATE; stagger nails), u.n.o. See applicable detail(s): BHS TPS {�avity Load Data �
<br /> �; '�'
<br /> , 6 See detail HDNfor installa6on. gEpM PEi�ETRATiOPlS Allowable beam penetrations shall be made in the middle third of the span and the Floor, L 4fl psf Snow, S 25 psf
<br /> u
<br /> —Vl— ! Hd�.DUWN STRAP FOUNDATION middle third of the depth. Contact this office for any penetration outside the allowable area.
<br /> � , „ � � FASTENERS 5 COMMENTS Truss Top Chord, D 1Q psf Truss Top Chord, L 40 psf Truss Tap Chord, S 25 psf �
<br /> ; 4-0 MIN _ ; �r �T q� � ANCHOR 1, 3, 4, 6 See applicable detail(s): BP POF
<br /> �� SPLICE i Truss Bottom Chord fl 10 f Truss Deflection CQDE section 1604.3 �
<br /> � WOOD STRUCTI�tAL PANELS shall meet the performance standards of the "APA" DOC PS1 and PS2 for their ' � �
<br /> �STHD14/14RJ 3a-16d sinker N/A 6" Stem �
<br /> intended application (group 5 species not allowed). ' 50�Oata �jd
<br /> �HTT5 25-ldd �SST616 6" min thick fdn wall SHEARWALLS are indicated on ti�e 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 AIlowabEe Soil Bearing 250Q psf Unit Weight of Soil 135 pcf At-Rest Soii Pressure 55 pcf �
<br /> equal number of nails to both connected 7/16"OSB rated sheathing with a 24/16 span rabng. Active Pressure 35 pcf Passive Pressure 275 pcf Coefficient of Friction 0.45 �
<br /> �M[STC4Q 28-1fid sinker N/A Company: Geotest Report #: 16-Ob59 Date: 12/9/16 �
<br /> TPS DOUBLE TOP PLATE SPLICE �'e�'��� ��2�� CD rated sheathing with a 32/16 span rating.
<br /> #MSTC52 equal number of naiis to both connected number desi nation refers to the WAIl SHEATHING table. Multiple combinations of letter and number
<br /> 44-16d sinker N/A 9
<br /> elements designations may be present. Wall Line numbers, shown inside triangles, refer to corresponding
<br /> N.T.S. TPSA equal number of naiis to brnh connected
<br /> �MSTCCfi 6415d 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 �.��"�,r �., . �I+,,�
<br /> �MS7C48B3 5410d sinker N/A see detail SB Shearwall Schedule for minimum thickness and fasteners (thickness at point of fastened edges govems cr-,,�� J �`ar
<br /> shear values). All panel edges shall be blocked. Nail intermediate supports @ 12"oc. Do not penetrate �`� ^ ,� �
<br /> �MSTCfifiB3 56-10d sinker N/A see detail SB nails past flush. Install squash blocks under the ends of all shearwalls where the framing below does not r �
<br /> �,.,�^ � ��
<br /> EXfENTOF EXTENTOF provide full bearing. Construct cripple walls same as the shearwall above, and gable-ends same as the �.,;�`, 1�
<br /> SHEARWALL SHEARWALL � ,���'�r.,r��`;���``•
<br /> shearwall below. � �� �
<br /> ,��;-;..�� �'
<br /> CRIPPLESTUD DOUBLETOPPLATE TPS SWF SWR See applicable detail(s): SWE �`f�a���- �`�
<br /> ROOF DIAPHRAGM Install either OSB or CD sheathing: �
<br /> BEAM&#CS16 7/16"OSB rated sheathing with a 24/16 span rating;
<br /> w�(16)10d 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&2-2x(SAWN) half tfie long dimension. Nail all boundaries and supported edges with 8d @ 6"oc and interior supports with governing jurisdiction stamps
<br /> HEADER HEADER 3%C(GLB) (2)2x4 (2)2u6 gd @ 12"oC, b(ocking not required u.n.o,
<br /> 3�x(MAN�
<br /> ROOF-T�OP DECK DU�IPHRAGM Install
<br /> 6x&3-Zx(SAWN)
<br /> 5'/�x(GLB) (3)2x4 (3)2x6 23/32" rated Sturd-I-Floor T&G with a 24oc span rating
<br /> 5'/�c(MAN� 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 /> 8x(SAWN) supports with lOd @ 12" oc, blocking not required u.n.o.
<br /> ` �;�,� 6%���g) (4)2x4 (4)2x6
<br /> • REQD 7x(MANF) See applicable detail(s): CSP
<br /> ,�..,
<br /> � � STUDS FLOOR DIAPHRAGM Instdll minimum
<br /> GIRDER TRUSS (3)2x4 (3)Zx6 23/32" rated Sturd-I-Floor T&G wit� 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 /> IQNG HEADER 2x4WALL 2x6WALL See applicable detail(s): CSP
<br /> �p HEADER 4x&2-2x(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 a licable detail(s): DTC Cs ORIGIN DATE: 2J6/2017
<br /> �
<br /> 6x&3-2x(SAWN) REVISED: --
<br /> REQD 5�/�c�GLB) --- (2)2xb �
<br /> KING STUD E PLATE SWB SWF � TRIMMERS 5�/ax(MANF) � .
<br /> CRIPPLE STUD BAS � NI
<br /> TRIMMER STUD NOTE; BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM
<br /> ,�
<br /> �o
<br /> SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS �
<br /> �
<br /> �
<br /> �
<br /> �
<br /> SWE SHEARWALL ELEVATION BHS BEAM & HEADER SUPPORTS `�
<br /> �
<br /> �,
<br /> �
<br /> N
<br /> N.T.S. N.T.S.
<br /> �
<br /> �
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