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STRUCTURAL ABBREVIATIONS
<br />DIMENSIONS
<br />GENERAL
<br />STRUCTURAL DRAWING INDEX
<br />@
<br />AT
<br />AB
<br />ANCHOR BOLTS
<br />ALT
<br />ALTERNATE
<br />APPROX
<br />APPROXIMATE
<br />ARCH
<br />ARCHITECTURAL
<br />BN
<br />BOUNDARY NAILING
<br />BLDG
<br />BUILDING
<br />BLKG
<br />BLOCKING
<br />BM
<br />BEAM
<br />BTW
<br />BETWEEN
<br />BIRD
<br />BOARD
<br />BOT
<br />BOTTOM
<br />B.O.
<br />BOTTOM OF
<br />CL
<br />CENTER LINE
<br />CLR
<br />CLEAR
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />CNTR
<br />CENTER
<br />COL
<br />COLUMN
<br />CONC
<br />CONCRETE
<br />CONT
<br />CONTINUOUS
<br />DBL
<br />DOUBLE
<br />DF
<br />DOUGLAS FIR
<br />DIA
<br />DIAMETER
<br />DIM
<br />DIMENSION
<br />DL
<br />DEADLOAD
<br />DWG
<br />DRAWING
<br />(E)
<br />EXISTING
<br />EA
<br />EACH
<br />EF
<br />EACH FACE
<br />EW
<br />EACH WAY
<br />EL
<br />ELEVATION
<br />EN
<br />EDGE NAILING
<br />EQ
<br />EQUAL
<br />EXT
<br />EXTERIOR
<br />FF
<br />FINISH FLOOR
<br />FG
<br />FINISH GRADE
<br />FN
<br />FIELD NAILING
<br />FND
<br />FOUNDATION
<br />FT
<br />(') FEET
<br />FTG
<br />FOOTING
<br />GA
<br />GAUGE
<br />GALV
<br />GALVANIZED
<br />GB
<br />GRADE BEAM
<br />GLB
<br />GLUE LAMINATED BEAM
<br />LEGEND
<br />X
<br />SECTION MARK
<br />XXX
<br />XX X
<br />ELEVATION MARK
<br />X
<br />HD
<br />HOLDOWN
<br />HDR
<br />HEADER
<br />IN
<br />(") INCH
<br />INT
<br />INTERIOR
<br />LL
<br />LIVE LOAD
<br />LLH
<br />LONG LEG HORIZONTAL
<br />LLV
<br />LONG LEG VERTICAL
<br />MAX
<br />MAXIMUM
<br />MIN
<br />MINIMUM
<br />MIR
<br />MIRROR
<br />MB
<br />MACHINE BOLT
<br />MECH
<br />MECHANICAL
<br />MEZZ
<br />MEZZANINE
<br />MISC
<br />MISCELLANEOUS
<br />(N)
<br />NEW
<br />No (NO)
<br />NUMBER
<br />NTS
<br />NOT TO SCALE
<br />OC
<br />ON CENTER
<br />OPP
<br />OPPOSITE
<br />PERP
<br />PERPENDICULAR
<br />PIL
<br />PLATE
<br />PLY
<br />PLYWOOD
<br />PSF
<br />POUNDS PER SQUARE FOOT
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />REINF
<br />REINFORCING
<br />SHTG
<br />SHEATHING
<br />SIM
<br />SIMILAR
<br />SIMP
<br />SIMPSON
<br />STAG
<br />STAGGER
<br />STD
<br />STANDARD
<br />STIFF
<br />STIFFENER
<br />STL
<br />STEEL
<br />STRUCT
<br />STRUCTURAL
<br />THK
<br />THICK
<br />T.A.
<br />TOP OF
<br />TOS
<br />TOP OF STEEL
<br />TOW
<br />TOP OF WALL
<br />TS
<br />TUBE STEEL
<br />TYP
<br />TYPICAL
<br />T&B
<br />TOP AND BOTTOM
<br />UNO
<br />UNLESS NOTED OTHERWISE
<br />W/
<br />WITH
<br />WP
<br />WORKING POINT
<br />QINDICATES REVISION TO DRAWINGS
<br />1. DIMENSIONS SHALL BE DEFINED TO INCLUDE BOTH HORIZONTAL DIMENSIONS AND VERTICAL
<br />DIMENSIONS (ELEVATIONS).
<br />2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS.
<br />SUBSTITUTIONS_
<br />1. BEFORE SUBSTITUTIONS FOR ANY MATERIALS OR SYSTEMS SHOWN ON THE DRAWINGS, OR
<br />CALLED OUT IN THE SPECIFICATIONS, WILL BE CONSIDERED, THE PERSON PROPOSING THE
<br />SUBSTITUTION WILL BE REQUIRED TO SUBMIT A LETTER TO THE STRUCTURAL ENGINEER
<br />STATING THE FOLLOWING:
<br />A. THE PROPOSER AGREES TO PAY THE ENGINEER FOR THE COST OF EVALUATING THE
<br />PROPOSED CHANGE.
<br />B. THE PROPOSER AGREES TO PAY THE ENGINEER FOR THE COSTS OF CHANGING THE
<br />DRAWINGS AND DETAILS SHOULD THIS BE REQUIRED BY THE BUILDING DEPARTMENT OR
<br />SHOULD THE ENGINEER DECIDE IT IS NECESSARY FOR CLARITY.
<br />C. NET SAVINGS SHALL ACCRUE TO THE OWNER SHOULD THE SUBSTITUTION BE APPROVED
<br />(NET AFTER ALL COSTS).
<br />TYPICAL LUMBER NAILING
<br />ALL
<br />NAILING SHALL BE COMMON PLATE WIRE NAILS CONFORMING TO THE LATEST EDITION OF THE
<br />CBC
<br />WHERE MACHINE NAILING IS USED, NAIL HEADS SHALL NOT PENETRATE PLYWOOD SHEATHING.
<br />CONNECTIONS
<br />LISTED ARE MINIMUM PERMISSIBLE. DETAILS GOVERN OVER SCHEDULE.
<br />A.
<br />JOIST TO SILL OR GIRDER, TOE NAIL EA SIDE
<br />(3) 8d
<br />B.
<br />BRIDGING TO JOIST OR RAFTER, TOE NAIL EA END
<br />(2) 8d
<br />C.
<br />SUB FLOOR SHEATHING AT ALL BEARINGS
<br />1x6 OR LESS, FACE NAIL
<br />(2) 8d
<br />1x8 OR WIDER FACE NAIL
<br />(3) 8d
<br />2x BLIND OR FACE NAIL
<br />(2) 16d
<br />D.
<br />SILL PLATE TO JOIST OR BLOCKING FACE NAIL
<br />16d @ 16" OC
<br />E.
<br />SILL PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS
<br />(3) 16d PER 16"
<br />F.
<br />TOP PLATE TO STUD, END NAIL
<br />(2) 16d
<br />G.
<br />STUD TO SILL PLATE, TOE NAIL
<br />(4) 8d
<br />H.
<br />DOUBLE STUDS, FACE NAIL
<br />16d @ 24" OC
<br />1.
<br />DOUBLE TOP PLATES FACE NAIL
<br />16d @ 16" OC
<br />J.
<br />DOUBLE TOP PLATES LAP SPLICE
<br />(8) 16d
<br />K.
<br />TOP PLATES, LAP AND INTERSECTIONS, FACE NAIL
<br />(2) 16d
<br />L.
<br />BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL (3) 8d
<br />M.
<br />RIM JOIST TO TOP PLATE, TOENAIL
<br />8d @ 6" OC
<br />N.
<br />CONTINUOUS HEADER, 2 PIECES EA SIDE
<br />16d @ 16" OC
<br />O.
<br />CEILING JOISTS OR RAFTERS EACH BRG. TOE NAIL
<br />(3) 8d
<br />P.
<br />CONTINUOUS HEADER TO STUD, TOE NAIL
<br />(4) 8d
<br />Q.
<br />CEILING JOISTS, LAP OVER PARTITIONS FACE NAIL
<br />(3) 16d
<br />R.
<br />CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
<br />(3) 16d
<br />S.
<br />RAFTER TO PLATE, TOE NAIL
<br />(3) 8d
<br />T.
<br />1" BRACE TO EACH STUD AND PLATE, FACE NAIL
<br />(2) 8d
<br />U.
<br />BUILT-UP CORNER STUDS
<br />16d @ 24" OC
<br />V.
<br />JOIST OR RAFTER TO SIDE OF STUDS
<br />UP TO 8" DEPTH
<br />(3) 16d
<br />FOR EACH ADDITIONAL 4" DEPTH OR LESS
<br />(1) 16d
<br />W.
<br />CEILING STRIPS
<br />1x4 TO UNDERSIDE OF JOISTS, EACH
<br />BEARING, ONE SLANT ONE STRAIGHT
<br />(2) 8d
<br />2x3 TO UNDERSIDE OF JOISTS, EACH
<br />BEARING, ONE SLANT ONE STRAIGHT
<br />(2) 16d
<br />USE STRONGHOLD ANNULARY GROOVED AT
<br />GYPSUM BOARD AND PLASTER CEILINGS
<br />STRIPS SUPPORTING PLASTER CEILINGS SHALL
<br />BE WIRED IN PLACE IN ADDITION TO NAILING.
<br />X.
<br />BUILT-UP BEAMS
<br />2x10 OR LESS STAGGERED TOP & BOTTOM
<br />AT ENDS
<br />20d @ 32" OC
<br />2x12 AND LARGER (STAGGERED) 1/2" BOLTS @ 24" O/C
<br />(2) 20d
<br />,„. ; ". b trf• win FOR 141A
<br />1. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING THE SAFETY OF ALL
<br />PERSONS AND PROPERTY, AND THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
<br />LIMITED TO NORMAL WORKING HOURS.
<br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION
<br />AND SHALL TAKE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING
<br />CONSTRUCTION. INCLUDING, BUT NOT LIMITED TO, SHORING, BRACING, AND TEMPORARY
<br />EXCAVATIONS, AND SHALL BE IN ACCORDANCE WITH ALL STATE AND FEDERAL SAFETY
<br />REQUIREMENTS.
<br />3. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS,
<br />ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK AND SHALL NOTIFY THE
<br />ENGINEER OF RECORD IMMEDIATELY OF ANY DISCREPANCIES.
<br />4. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING
<br />DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
<br />BEFORE PROCEEDING WITH WORK SO INVOLVED.
<br />5. ANY STRUCTURAL DESIGN WHICH IS UNCLEAR OR AMBIGUOUS SHALL BE REFERRED TO THE
<br />ENGINEER OF RECORD FOR CLARIFICATION.
<br />6. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS.
<br />7. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN
<br />CONDITIONS ARE NOT SHOWN OTHERWISE.
<br />8. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND
<br />TYPICAL DETAILS.
<br />9. WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDITION IT SHALL APPLY FOR ALL
<br />LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.
<br />10. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2018
<br />INTERNATIONAL BUILDING CODE (I.B.C.) AND SHALL COMPLY WITH AND BE INSTALLED IN
<br />ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC
<br />AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND
<br />THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA.
<br />11. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR PITS, TRENCHES, ROOF
<br />OPENINGS, DEPRESSIONS, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS.
<br />12. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS, OR ELECTRICAL ITEMS WHEN
<br />OPENING IS NOT SHOWN ON CONSTRUCTION DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL
<br />FROM THE ENGINEER OF RECORD.
<br />13. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN
<br />CONSENT OF J.S. HELD STRUCTURAL ENGINEERS.
<br />14. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE
<br />HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE
<br />CONTRACTOR AND/OR HIS SUB -CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED
<br />MATERIALS OR LABOR SPECIFIED.
<br />15. CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURE ARE THE RESPONSIBILITY OF
<br />THE DISCIPLINES WHO ARE MAKING.THESE ATTACHMENTS. THESE ATTACHMENTS SHALL BE
<br />DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC. IN ACCORDANCE
<br />WITH THE PROJECT DESIGN CRITERIA.
<br />16. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE
<br />OBSERVATION OF SAFETY METHODS, BRACING OR SUPPORT AND SHALL NOT BE CONSTRUED
<br />AS INSPECTION NOR APPROVAL OF CONSTRUCTION.
<br />17. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS
<br />BEST AS POSSIBLE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS
<br />CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE
<br />PROPER REVISIONS MAY BE MADE. MODIFICATIONS OF DETAILS OF CONSTRUCTION SHALL NOT
<br />BE MADE WITHOUT WRITTEN APPROVAL FROM THE ENGINEER.
<br />STRUCTURAL LUMBER
<br />DWG
<br />NO
<br />DRAWING TITLE
<br />SN1
<br />GENERAL NOTES, SHEET INDEX AND SITE IMAGES
<br />S1
<br />ROOF FRAMING REPAIR PLAN, BUILDING SECTION
<br />AND KEY PLAN
<br />S2
<br />ROOF JOIST REPAIR DETAILS
<br />PROJECT SCOPE
<br />Permit #: B2206-005
<br />Site Address: 3625 HOYT AVE
<br />Owner:
<br />COMPASS HEALTH-HOYT
<br />Tenant:
<br />COMPASS HEALTH
<br />App.Date:
<br />6/1/2022
<br />Proposed Use:
<br />COMMERCIAL ALTERATIONS
<br />Description:
<br />STRUCTURAL ROOF
<br />REPAIRS/REPLACEMENT DUE TO FIRE
<br />DAMAGE
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<br />7
<br />Rev ewed 8y:
<br />Date: ,;�
<br />r
<br />,'Office Set
<br />Job Site Set Fire/Planning Set
<br />THE SCOPE OF WORK PROVIDED IN THESE DOCUMENTS SHALL BE CONSIDERED AS A STRUCTURAL
<br />REPAIR/REPLACEMENT OF DAMAGED WOOD ROOF JOIST MEMBERS DUE TO FIRE. REPLACEMENT/REPAIRED
<br />MEMBERS SHALL MEET THE REQUIREMENTS OF THE 2018 EVERETT RESIDENTIAL CODE. THE REPAIRS
<br />SHALL NOT INCREASE OR DECREASE THE PRE -DAMAGE FLOOR AREA OF THE RESIDENCE.
<br />IT SHOULD BE NOTED THAT ALL REPAIRS SHOWN ON THESE DRAWINGS ARE INTENDED TO RESTORE
<br />THE INTEGRITY OF THE STRUCTURE. IT IS NOT INTENDED TO IMPROVE THE GRAVITY AND/OR
<br />LATERAL FORCE RESISTING SYSTEMS TO ANY EXTENT.
<br />THIS SCOPE OF WORK SHOULD NOT BE INTERPRETED TO MEAN THAT ALL EXISTING (UNDAMAGED)
<br />ELEMENTS OF THE BUILDING WILL BE MADE TO COMPLY WITH THE VERTICAL AND SEISMIC DESIGN
<br />REQUIREMENTS OF THE 2018 EVERETT RESIDENTIAL CODE.
<br />PROJECT DESIGN CRITERIA
<br />1. BUILDING CODE:
<br />DESIGN BASED ON THE 2018 CITY OF
<br />EVERETT BUILDING CODE WHICH ADOPTS THE 2018
<br />EDITION OF THE INTERNATIONAL BUILDING CODE / AS AMENDED BY THE STATE OF
<br />WASHINGTON.
<br />2. GENERAL:
<br />OCCUPANCY CATEGORY:
<br />If
<br />3. FLOOR LIVE LOADS:
<br />RESIDENTIAL:
<br />40 PSF (REDUCIBLE)
<br />4. ROOF LIVE LOADS:
<br />UNIFORM:
<br />20 PSF (REDUCIBLE)
<br />CONCENTRATED:
<br />NONE
<br />5. SNOW DESIGN DATA:
<br />GROUND SNOW LOAD, p9:
<br />20 psf
<br />EXPOSURE FACTOR C,:
<br />1.0
<br />THERMAL FACTOR, Ct :
<br />1.1
<br />SNOW IMPORTANCE FACTOR Is:
<br />1.0
<br />FLAT ROOF SNOW LOAD, R :
<br />20 psf MIN
<br />SLOPED ROOF SNOW LOAD, ps :
<br />20 psf MIN
<br />RESIDENTIAL BUILDING ADDRESS
<br />ADDRESS 3625 HOYT AVENUE
<br />EVERETT, WASHINGTON 98203
<br />BUILDING DEPARTMENT
<br />NAME EVERETT BUILDING DEPARTMENT
<br />ADDRESS 3200 CEDAR STREET
<br />EVERETT, WASHINGTON, 98201
<br />PHONE (425) 257-8810
<br />1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH AND SHALL BE IDENTIFIED, AS
<br />REQUIRED BY PS 20-10, BY A GRADE MARK OF A LUMBER GRADING AGENCY APPROVED BY THE
<br />BOARD OF REVIEW OF THE AMERICAN LUMBER STANDARDS COMMITTEE. GRADING SHALL BE
<br />IN ACCORDANCE WITH THE WWPA OR THE WCLIB.
<br />ENGINEER
<br />2. ALL FRAMING MEMBERS SHALL BE AS FOLLOWS EXCEPT AS NOTED ON THE PLANS,
<br />HORIZONTAL MEMBERS:
<br />NAME J.S. Held LLC
<br />JOISTS AND BEAMS DF #1
<br />ADDRESS 18272 REDMOND WAY
<br />WASHINGTON, 98052
<br />3. DO NOT NOTCH JOISTS, RAFTERS OR BEAMS EXCEPT WHERE SHOWN ON THE DETAILS. HOLES
<br />CONTACT CAL BEARMAN
<br />THROUGH SILLS, PLATES, STUDS AND DOUBLE PLATES IN WALLS SHALL NOT EXCEED 1/3 OF
<br />PHONE 206-445-2523
<br />THE PLATE WIDTH. USE BORED HOLES LOCATED IN CENTER OF MEMBER OR USE METAL
<br />STRAP ON NEAR SIDE. NO HOLES PERMITTED IN STUDS, SILL PLATES OR TOP PLATES OF
<br />SHEAR PANELS WITHOUT EXPRESSED APPROVAL BY THE ENGINEER.
<br />4. HOLES FOR NAILS, WHERE NECESSARY TO PREVENT SPLITTING SHALL BE PREDRILLED AT A
<br />SMALLER DIAMETER THAN NAIL.
<br />BUILDING CODE
<br />5. EXPOSED EXTERIOR NAILS AND HARDWARE SHALL BE GALVANIZED.
<br />2018 INTERNATIONAL BUILDING CODE AS ADOPTED
<br />BY THE CITY OF EVERETT
<br />6. DOUBLE TOP PLATES AT ALL EXTERIOR WALLS AND ALL BEARING PARTITIONS (NOT OTHERWISE
<br />DETAILED) SHALL LAP 4'-0" MINIMUM AT SPLICES AND SHALL HAVE (6) 16d NAILS MINIMUM
<br />THROUGH EACH SIDE OF SPLICE IN PLATES.
<br />Additional Permits Are Require
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<br />THESE DOCUMENTS HAVE NOT BEEN
<br />APPROVED FOR THE ISSUANCE OF
<br />PUBLIC WORK, MECHANICAL, FIRE
<br />SUPPRESSION, ELECTRICAL OR
<br />PLUMBING PERMITS
<br />W/12 cJ
<br />TYPE OF CONSTRUCTION zAATyKz-
<br />TYPE - V
<br />BUILDING USE
<br />RESIDENTIAL
<br />CITY OF EVERETT
<br />REVIEWED FOR PERMIT
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<br />PROJECT NO:
<br />22040322
<br />DATE:
<br />05/I6/2022
<br />DESIGNED BY:
<br />C.B.
<br />DRAWN BY:
<br />J.S.
<br />TITLE:
<br />SHEET:
<br />SN1
<br />
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