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Permit#: C1907-001
<br />Site Address: 523 GIST ST SE
<br />Notes apply as called out in table belatv.
<br />I Anchor bolsz embecided at least 1 ", or expansion anchors embedded at least 4". See detail SWE.
<br />2 #M.ASAP can be installed instead of sill bolts washers. When replacing sill bolts use 7-10dx1V2"
<br />nails (minimurn nailing) and when replacing §-%V sill bolts use 09-110dx1tiz" nails (maAtrnum nailing)...
<br />3 See detail SWllI Connections vary depending on, condition. 3a Substitute 16cl toe nails @ 8"oc for :1-A35,
<br />4 See detail SWR_ Letter designations a, b., & crefer to specific conditions.. For gaNe-end roof
<br />connections see detail SW,'F.
<br />5 See detail SVV,&
<br />6 Abutting panel edges require a 2-2x (lamination connection same as WALL SAIS E PLATE), 3x, or greater stud.
<br />8 The plate washer shall extend to ivithin 1/2" of the edge of tie bottom plate that receives the sheathing or rim.
<br />At double -sided shearwalls, stagger on both plate edges.
<br />SHEAP, FL01V CONNECTIONS [ SPACING SW WAL SHEATHING
<br />SILL -TO -
<br />)FLOOR -To -
<br />ROOF -TO -
<br />WALL EASE PLATE
<br />CALL
<br />FOUNDATION 1,SILL
<br />t ALL
<br />A
<br />WALL 4
<br />5
<br />OUT
<br />3
<br />�"O @ 60"oc or
<br />I_V11135 @
<br />H I @)
<br />!
<br />16d @ 0"oc
<br />A
<br />o
<br />V@ 60"c
<br />48"oa
<br />c 3
<br />A
<br />oc 4a
<br />r-O"-c or
<br />vt I - -
<br />#A35 @
<br />#-I @
<br />16d @ S"oc
<br />1 1' Q-,' @ 4S"cc
<br />,/2 ,
<br />32,0C
<br />2;1!'oc 4a
<br />5)18V, @ 448"oc or
<br />:L-.A35 @
<br />#L550 @
<br />_16d @ 4"cc
<br />i cc) 3-""cc
<br />16"oc
<br />24"oc 4b
<br />_"o @ 16"oc or
<br />rl,'12"O
<br />#A35 @
<br />-LS50 @
<br />16d @ 2�oc
<br />D
<br />@ 12"oc 1
<br />S"oc
<br />8"oc 4h
<br />CALL
<br />SHEATHING
<br />EDCE
<br />01-IT
<br />THICKNESS
<br />17\Z
<br />6
<br />7/16"
<br />8d @ 00C
<br />4
<br />7/!6"
<br />8d @ 4"c--
<br />2
<br />7/ 16 " rs
<br />'--'d @ 2"oc
<br />2 Fasten to die end framing members of the sheanwall., u.n.c.
<br />3 FOUNIDA 7HOM PNCHOR may be extended v4th threaded rod anti coupler as required
<br />4 Provide the mininnum embedment and edge distances specifiedby the wianuf'acturei.
<br />S Attach to (2) 7x studs rninirnurn (lamination connection same as k1ALL BASE PLAATE; stagger nails), u.n.o,
<br />6 See detail HDNfor installation.
<br />HOLDOWN / STRAP
<br />FASTENERS 5-
<br />FOUNDATION
<br />i COMMENTS
<br />1, 2., 4, 6
<br />A N C H 0 R 1, 3, 4, 6
<br />#HTT5KCT
<br />26 - #SD
<br />BE/s"x24
<br />M ST C48 1
<br />54-i0d sinker
<br />NIA
<br />SYMBOL LEGEND SLEXT
<br />-------------------
<br />DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM.
<br />DIAPHRAGM PR03ECTION Represents elements such as roof eaves, facades, and the like.
<br />SHEARWALL Represents walls which are shearwalls and shows the extents of that wall.
<br />Connections per the SHEARINALL SCHEDULE.
<br />*HOLDOwVN MODEL
<br />HOLDOWN Represents holdowns which are located at the bottom of the wall where it is cailed
<br />out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE.
<br />Effi.11H
<br />SMPE OF SERVICES These plans and accompanying calculations are for the 1I Force Resisting System
<br />for Wind and Earthquake forces. All other structural information has been provided by others. The Wind and
<br />Earthquake elements are designed based on the plans provided to Sound Structural Solutions, Inc. If the design
<br />is revised, notify this office to see if the Wind and Earthquake design needs to be modified. These notes indicate
<br />minimum design capacities needed for the Wind and Earthquake resisting elements . If the other structural
<br />plans indicate a greater capacity, use that capacity.
<br />CODE All conditions, materials and construction shall conform to the code specified in the DESIGN CRITERIA, or
<br />other codes required by the governing jurisdiction.
<br />PRCT=ON Through maintenance and current best practices, provide a building envelope that will preserve
<br />the integrity of the structure throughout its lifetime.
<br />M,PECMOM Notify Building Department for inspections required by local jurisdiction.
<br />WOW MAMBIG in contact with concrete or masonry, or exposed to weather, shall be pressure treated.
<br />COMC-MRS AM FASTENERS Fasteners, including nuts and mashers, and connectors in contact
<br />with pressure treated wood shall be hot -dipped zinc -coated galvanized.
<br />EXCEPTION: Plain carbon steel fasteners, including nuts and washers, in SBX/DOT and zinc borate
<br />preservative treated wood in an interior, dry environment shall be permitted.
<br />WALL SIWS
<br />2x HF#2
<br />TRUSSES Manufactured trusses are a deferred submittal item designed per CODE section 2303.4 and shall
<br />be designed for all loads and load combinations per the CODE. All connections per manufacturer, u.n.o.
<br />If truss layout is changed by manufacturer, please notify this office.
<br />WCKM SMUCTURAL PABELS shall meet the performance standards of the "APA" DOC PS 1 and PS2 for their
<br />intended application (group 5 species not allowed).
<br />SHEARWALU- are indicated on the plans with a bold dashed line and labeled SVV. The following letter
<br />designation refers to the Shearwall Schedulers SHEAR FLOW CONNECTIONS I SPACING table, and the
<br />number designation refers to the WALL SHEATHING table. Multiple corntinations of letter and number
<br />designations may be present. Wall Line numbers, shown inside triangles, refer to corresponding
<br />engineering calculations.
<br />Attach rated sheathing (indicated below) to 2x min STUDS spaced no more than 16"oc, U.n.o. See
<br />Shearwall Schedule for minimum thickness and fasteners (thickness at point of fastened edges governs
<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
<br />provide full bearing. Construct cripple walls same as the shearwall above, and gable -ends same as the
<br />shearwall below.
<br />Rated sheathing:
<br />7/16' OSB rated with a 24,116 span rating.
<br />1/2" CD with a 32,116 span rating.
<br />See applicable detail(s): SWE
<br />ROOF DIAPHRAGM Install either OSB or CD sheathing:
<br />7/16" OSB rated sheathing with a 24/16 span rating;
<br />panel clips required when spacing is greater than 20" oc.
<br />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
<br />half the long dimension. Nail all boundaries and supported edges with 8d @ 6"bc and interior supports with
<br />8d @ 1Z`oc, blocking not required u.n.o.
<br />ROOF -TOP DECK PYAPHRAGM Install minimum
<br />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 />the long dimension. Glue and nail alli boundaries and supported edges with lod @ 6"bc and interior
<br />supports with 10d @ 12" oc, blocking not required u.n.o.
<br />FLOOR DIAPHRAGM Install minimum
<br />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 />the long dimension. Glue and nail all boundaries and supported edges with 10d @ 6"oc and interior
<br />supports with 10d @ 12" oc, blocking not required u.n.o.
<br />COLLDiaphragms shall be nailed continuously to drag struts, drag trusses and other collector
<br />elements at boundairy spacing, u.n.o.
<br />CONNEMOPE and fasteners shall be per CODE Table 2304.10.1 u.mo. The symbol, "*',, lindicates a hardware
<br />connector front the Most current Simpson Strong -Tie Ca&og, Hardware with equivflent or greater capacities
<br />from other manufacturers may be substituted, example you can use USP's Dual Speclfi Chart to make an
<br />equivillent or greater capacity selection. InstailipeE-Ihpmo-nufacturerinstructions.
<br />Fasteners and hardware in contact with pressure treated wood shall be hot -dipped zinc -coated galvanized.
<br />NA3LS All naills, shall be "Standard Common" size per the latest edition of the National Design Specification
<br />for Wood Construction (NDS) u.n.o.
<br />HQLDOWNS See the HOLDOWN SCHEDUll E.
<br />See applicable detaii(s): HDN HOC
<br />30113SI'M SAFM 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,
<br />techniques, sequences or procedures for the contractor to perform their work. Tice undertaking of periodic site
<br />Visits by the ENGINEER shall not be construed as super%Asicn 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.
<br />OWMRSHP OF DOCUMENTS These drawings and calculations are the intellectual property of Sound Structural
<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 />MESCELLAMOUS The contractor shall verify dimensions and conditions at job site. The contractor shah
<br />provide temporary bracing as required until all permanent connections and stiffenings have been installied.
<br />Do not scale drawings. Pre -fabricated items to be handled and installed per manufacturer's recommendations.
<br />Owner:
<br />BODGE BRIAN
<br />Tenant:
<br />[TenNamel
<br />App. Date:
<br />7f2/2GI9
<br />Proposed Use:
<br />SFR ALTERAT11ON
<br />Description:
<br />3 BEDROOM 2 BATH
<br />2ND STORY SFR
<br />ADDITION
<br />Reviewed By:
<br />Date
<br />__4Zff ice Set
<br />I
<br />Job Site Set
<br />Fire/Planning Set
<br />These PrIanS are organized so that n1ore detailed or specific information is found' in the same
<br />\A,ay by follovving the direction shown belok,%,,:
<br />GENMAL SMUCTURAL NOTES
<br />SCHEDULES, DETAILS and PLANS will of refer, to GENERAL STRUCTUR41 NOTES for niore
<br />specific information.
<br />SCHEDULES
<br />"' HDETAILS and PLANS will often refer to GE!`,�[,ERAL STRUCTURAL NOTES and SCHEDULES for more
<br />specific information.
<br />DETAILS
<br />"PLANS wfll often refer to GENEPAL STRUCTURAL NOTES, SCHEDULES and DETAILS for more
<br />Ispecific information.
<br />PLANS
<br />See the SYI,480L LMEW as k,%,ell as ABRRfIAT101NS AfZ'T ACROW11AS for oilier additional
<br />information used on the PLANS. The term, n"EMI (or TYP) used vktith ?-. dietidcallout or plan note,
<br />indicates that the infbrmation specified' ..,half apply in all sirnilar conditions.
<br />IF )-011 HA 11EA iAV Y- OR CO/VCERAIS CON TA CT US IMMEDXA TEL KI
<br />We can be reached immediately by phone: (425) 778-1023
<br />For less pressing questions, email us: hibax@xom
<br />Please help us get to, your pas by having this job number handy. 51811021
<br />Ii-it In
<br />R,
<br />ABV
<br />A BOD V E
<br />E.S.
<br />ErtkCH SIDE
<br />A.B.,
<br />ANCHOR BOLT
<br />EAMt
<br />EACH W'AY
<br />BlJV'V
<br />BELOVArr
<br />EA.
<br />EACH,
<br />BLIP
<br />BLOCK
<br />E.N.
<br />EDGE NAILING
<br />BLKG
<br />13L0CIqNG
<br />EMBED
<br />EMBEDMENT
<br />B.N.
<br />BOUNDARY NiULING
<br />EXIST
<br />EXISTING
<br />ETN't
<br />BOTTOM
<br />FDN
<br />FOUNDATION,
<br />ERG
<br />BEARI!IG
<br />FLR
<br />FLOOR
<br />BTk1N
<br />BETWEEN
<br />FUIG
<br />FRAMING
<br />CLR
<br />CLEAR
<br />FTC
<br />FOOTiNG
<br />CLTR,
<br />COLLECTOR
<br />G.T.
<br />GIRDER TRUSS
<br />CONC
<br />CONCRETE
<br />GR
<br />GRADE
<br />CON(N
<br />CCNECTICN
<br />HORIZ
<br />HOREZONTAL
<br />CONT
<br />CONT11 QIJOUS
<br />MAX
<br />MAMPIUM
<br />CTR
<br />CENTER
<br />MFG
<br />MANUFAC TURED
<br />DEL
<br />DOUBLE
<br />MIN
<br />MINIMUM
<br />DIET
<br />DETAI
<br />0/1
<br />OVER
<br />E.E.
<br />EACH END
<br />cc
<br />ON CENTER
<br />Governing Code 15 JBC Risk Category 11
<br />Vitind Design Data
<br />Basic 1,'lflnd Speed (3, sec gust? rriph 110
<br />Surface Roughness, B
<br />Wind Exposure Category B
<br />Ea,rthq ak-e Des��iq, Datag�
<br />Seismic Importance Factor, 1*,-
<br />1.00
<br />Site Classification
<br />D
<br />Short Period Acceleration, S..
<br />1.4
<br />1-Second Acceleration, S,
<br />Seismic Design Category
<br />0.533
<br />D I
<br />Spectral Response Coefficlent, SDs
<br />FG, �31_
<br />Spectral Response Coefficient, S_nl
<br />G.533
<br />0. C.
<br />ON CENTER
<br />P.T r.
<br />PRESSURE TREATED
<br />R E IN,, F
<br />REINFO RCE M ENFF
<br />RED
<br />REQUIRED
<br />SCHED
<br />SCHEDULE
<br />Sim
<br />S11ILAR
<br />STI)
<br />STANDARD
<br />STRUCT STRUCTURAL
<br />SW
<br />SH[ILL
<br />THRU
<br />THROUGH
<br />TYP
<br />TYPICAL
<br />U.N,0,
<br />UNLESS NOTED
<br />ri
<br />OTHERt,'VISE
<br />VERT
<br />%`ERTICAL
<br />ilv/
<br />WITH
<br />w/C
<br />yVITHOLJT
<br />W.W.F.
<br />WELDED WIRE FABRIC
<br />Internal Pressure Coefficient
<br />0.16
<br />s
<br />Topographic Factor, Kt
<br />i 4
<br />VYind Importance Factor,
<br />Seismic Force Resisting System
<br />Table 12.2-1, A-13
<br />Response Modiffcation Factor, P%
<br />6.5 Transverse
<br />6.5 Loncitudhat
<br />2010 Equiv. Lateral Force Procedure
<br />Seismic Response Coefficient, Cs 0.1.44 Transverse
<br />0. 144 Lonaltudinail
<br />Seismic Base Shear, V
<br />119-42 lbsi
<br />CCIFTY OF EVEREI
<br />REVOU"VELI-D FOR PERMIT
<br />Cg L I�
<br />r=-
<br />Dn'
<br />AUG 0 5 2019 DD
<br />CITY OF EVERETT
<br />Permit Services
<br />f
<br />SEP
<br />ClTY Or
<br />SSS Number,
<br />S1811021
<br />Protect Name:
<br />5.23; 61st Street SE
<br />Project Location:
<br />523 61st Street SE
<br />Everett, MIA
<br />Deqian Professional:
<br />Design Lines,
<br />p
<br />", It"
<br />I
<br />A
<br />001
<br />CRGNDE�E_ 511_lym
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<br />Ln
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