HomeMy WebLinkAboutEngineer's Framing DetailWheeler &Residence
46&High&Point
Garfield&County ,"CO
Date:Dwn by:
Chkd by:SHEET
Job #:C3.2
8-2-23MAM
HLB
Silver"Town"Structures
319"AABC"UnitΩ"H
Aspen,"CO
DRAWN&BY
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08/29/22"
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Wheeler &Residence
46&High&Point
Garfield&County ,"CO
Date:Dwn by:
Chkd by:SHEET
Job #:C3.1
8-2-23MAM
HLB
Silver"Town"Structures
319"AABC"Unit"H
Aspen,"CO
DRAWN&BY
DATE
JOB&NUMBER
08/29/22"
22?508
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Garfield
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Date:Dwn by:
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Job #:C2
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HLB
Silver
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307
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T.O.'FTNG.
SEE'PLAN
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WOOD'COLUMN'PER'PLANSOLID'BLOCKING'TO'
ADJACENT'JOIST
FIT'COLUMNS'TIGHT
CONCRETE:'
A.''CONCRETE'REQUIREMENTS
''''Concrete'has'been'designed'and'shall'be'constructed'in'accordance'with'the'latest'editions'of'the
American'Concrete'Institute'Building'Code,'ACI'318''and'Specifications'for'Structural'Concrete'for'Buildings,'ACI
301.''Provide'hot'or'cold'weather'protection'per'ACI'305'&'306.
1.''Concrete''shall'have'a'minimum'compressive'strength'at'28'days'of:
Walls'&'footings''''3000'psi
''''''''''''Slabs''''''''''''''3000'psi
2.''Provide'Type'II'cement'throughout'with'4%'air'entrainment.
3.''Mechanically'vibrate'concrete.
4.''No'admixtures'shall'be'used'without'approval'by'the'engineer.
5.''Addition'of'water'to'the'batch'material'for'insufficient'slump'is'not'permitted.
6.''Do'not'place'pipes,'ducts'or'chases'in'the'structural'concrete'without'the'approval'of'the'engineer.
7.''Thoroughly'clean'all'case'and'construction'joints'prior'to'placing'concrete'in'adjacent'pour.
8.''Concrete'shall'not'be'in'contact'with'aluminum.
B.''REINFORCING
Detailing,'fabrication,'and'erection'of'reinforcing'steel'bars'shall'comply'with'the'ACI'''Manual'of'Standard
Practice'for'Detailing'Reinforced'Concrete'Structures'ACI'315.
1.''Reinforcing'bars'shall'be'ASTM'A615-Grade'60.
2.''Welded'wire'fabric'shall'conform'to'ASTM'A185.''Furnish'in'flat'sheets'only.
3.''Concrete'protection'for'reinforcement:
''''''''Cast'against'and'permanently'exposed'to'earth'.......''3'in.
''''''''Exposed'to'earth'or'weather.............'''#6-#18'bar........''2'in.
''''''''''''''''''''''''''''''''''#3-#5'bar......1'1/2'in.
''''''''Not'exposed'to'earth'or'weather......'''slabs'&'walls.....3/4'in.
'''''''''''''''''''''''''''''''''beams'&'cols....1'1/2'in.
'
4.''Reinforcing'lap'splices'shall'be'a'minimum'of'36'bar'diameters'unless'noted'otherwise.''Lap'wire''fabric
reinforcement'one'full'mesh'plus'2"'at'sides'and'ends'and'wire'together.
'
5.''Splices'in'horizontal'beams'and'walls'shall'occur'at'midspan'for'top'bars'and'over'supports'for'bottom
bars.
6.''Discontinue'one-half'of'horizontal'steel'across'construction/control'joints.
7.''Provide'corner'bars'of'equal'size'and'spacing'around'all'corners.
8.''Provide'2-#5'bars'with'a'minimum'of'2'-0"'projection'beyond'the'sides'of'all'openings'in'walls,'beams
and'slabs.''Provide'1-#5'x'4'-0"'diagonally'at'all're-entrant'corners'of'slabs.
9.''Provide'accessories'necessary'to'properly'support'reinforcing'at'the'positions'shown'on'the'plans.''
10.''Reinforcing'spacings'are'maximum'on'center'and'all'reinforcing'is'continuous,'unless'noted'otherwise.
C.''SLABS
1.''Provide'control'joints'at'12'-0"'max.'spacing'or'as'shown'on'the'plans.
2.''Provide'minimum'4"'compacted'gravel'under'floor'slab'on'grade.''The'material'shall'consist'of'minus
2-inch'aggregate'w/'less'than'50%'passing'the'No.'4'sieve'and'less'than'2%'passing'the'No.'200'sieve.
STRUCTURAL'GENERAL'NOTES'&'SPECIFICATIONS
STRUCTURAL'STEEL:
A.''STRUCTURAL'STEEL
Structural'steel'shall'be'detailed,'fabricated'and'erected'in'accordance'with'latest'provisions'of'the''''''AISC'Manual'of'Steel'Construction'and'
AISC''Code'of'Standard'Practice.''Use'welders'meeting''''''the'requirements'of'the'AWS'Standard'Qualification'Procedure.''Comply'with'AWS'
D1.1''''''Structural'Welding'Code.
1.''All'steel'shall'conform'to'ASTM'A36'except'beams'shall'be'ASTM'A992'Grade'50'and'tube'columns'which'shall'conform'to'ASTM'A500'(GR.'
B)'and'pipe'shapes'which'shall'conform'to'ASTM'A53'(Gr.'B).
2.''Bolts'shall'conform'to'ASTM'A325N.''Anchor'bolts'shall'conform'to'ASTM'A307.''Bolt'size'shall'be'3/4"'diameter'unless'noted'otherwise.''
Installation'shall'be'in'accordance'with'AISC'Specifications'for'Structural'Joints'Using'ASTM'A325'or'A490'Bolts,'1978.
3.''All'welds'shall'be'made'with'E70XX'electrodes.
4.''Prime'all'steel'with'approved'primer'paint'to'exposed'bolts,'welds,'and'abraded'shop'paint'areas.
5.''All'column'base'plates'shall'have'1"'minimum'grout'to'provide'continuous'bearing.
B.''GROUT'AND'ANCHOR'BOLTS
1.''Dry'pack'or'grout'shall'be'shrink'resistant'Embeco'153'or'equivalent.
2.'Expansion'bolts'shall'be'Simpson'"Wedge-All"'or'approved'wedge'type,'installed'in'accordance'with'the'manufacturer's'requirements.
3.''Headed'anchor'studs'(H.D.A.S.)'shall'be'attached'to'structural'steel'with'equipment'approved'by'the'stud'manufacturer'according'to'the'
stud'manufacturer's'recommendations.'4.''Anchor'bolts'embedded'in'concrete'shall'be'placed'with'setting'templates.'5.''Location'and'
coordination'of'anchor'bolt'placement'shall'be'the'responsibility'of'the'steel'fabricator.''Steel'fabricator'shall'supply'anchor'bolt'setting'plan.
C.''STEEL'CONNECTIONS
1.''Provide'bolted'connections'for'steel'beams'per'Part'4'and'Part'5'of'the'AISC'Manual'of'Steel'Construction.''Except'where'otherwise'shown,'
provide'connections'to'support'loads'equal'to'one-half'the'total'uniform'load'capacity'of'the'member.
2.''A'minimum'of'two'bolts'shall'be'used'for'all'connections.''Size'and'grade'shall'be'determined'by'the'fabricator.
STRUCTURAL'WOOD'FRAMING:
A.''DIMENSIONAL'LUMBER
All'wood'members'shall'be'as'described'in'the'2001'edition'of'the'"National'design'Specifications'for'Wood'Construction"'by'the'National'
Forest'Products'Association'and'the'WWPAW.
1.''Unless'otherwise'noted'on'the'drawings,'wood'framing'members'shall'be'Douglas'Fir/Larch,'Grade'#2'or'better.''Redwood'members'
shall'be'construction'grade.
2.''Sizes'shown'are'nominal,'except'when'noted'as'RC'(Rough'Cut)'they'are'full'dimensions.
3.''All'wood'members'attached'to'concrete'or'masonry'shall'be'redwood'or'strandguard'engineered'lumber.
4.''Block'all'joists'and'rafters'per'the'I.R.C.
B.''FASTENERS'AND'CONNECTORS
Alternate'fasteners'and'connectors'to'those'listed'below,'which'have'I.C.B.O.'approval,'may'be'used'with'approval'by'the'Engineer.
1.''Connectors'shown'on'the'plans'are'manufactured'by'the'Simpson'Strong-Tie'Company,'Inc.''Connectors'by'other'manufactures'shall'
be'deemed'as'equivalent'if'their'rated'capacity'is'equal'to'or'greater'than'that'of'the'connector'specified.''Follow'manufacturer's'
recommendations'for'installation'of'connectors.
2.''All'timber'nailing'and'connections'shall'conform'to'the'IRC'and'AITC.
3.''Bolts'for'wood'member'connections'shall'be'3/4"'diameter,'ASTM'A307'with'a'minimum'1'1/2"'washer'at'each'end'(unless'noted'
otherwise).
4.''Self-drilling'fasteners'for'the'attachment'to'structural'steel'shall'be'"Teks"'fasteners'as'manufactured'by'Buildex.
C.''PLYWOOD'SHEATHING
Plywood'sheathing'for'roofs,'floors'and'exterior'shear'walls'shall'be'APA'Grade-Trademarked'C-D,'Exposure'1,'unless'otherwise'noted.
1.''Roof'Diaphragms'(240'plf)'shall'be'5/8",'APA'rated'sheathing,'40/20'place'with'8'-0"'dimension'perpendicular'to'the'joist,'rafter'or'
truss'span.''End'joists'shall'be'staggered.''Attach'plywood'at'edges'with'8d'nails'at'6"'O.C.'and'at'intermediate'supports'with'8d'nails'at'
12"'O.C.
2.''Floor'Diaphragms'(250'plf)'shall'be'3/4",'APA'rated'Sturdi-I-Floor,'24'O.C.'place'with'8'-0"'dimension'perpendicular'to'the'joist'span.''
End'joints'shall'be'staggered.''Attach'plywood'with'APA'glue'and'at'edges'nail'with'8d'nails'at'6"'O.C.'and'at'intermediate'supports'with'
8d'nails'at'10"'O.C.''Sheathing'shall'be'T&G.
3.''Typical'Exterior'Wall'Diaphragms'(180'plf,'252'plf'wind)'shall'be'1/2",'APA'rated'sheathing,'24/0'with'end'joins'staggered.''Studs'shall'
be'16"'O.C.''and'sheathed'full'height.'Attach'plywood'at'edges'with'8d'nails'at'6"'O.C.'and'at'intermediate'supports'with'8d'nails'at'8"'
O.C.'
D.''GLUE'LAMINATED'BEAMS'Laminated'member'shall'be'designed'and'fabricated'in'accordance'with'"The'Standard'Specifications'for'the'
Design'and'Fabrication'of'Structural'Glue'Laminated'Lumber"'published'by'the'AITC'and'the'appropriate'Lumber'Producers''Association.
1.''Use'exterior'glue'for'all'exposed'laminated'members.
2.''All'members'exposed'to'weather'shall'receive'one'coat'of'end'sealer'at'trimmed'ends.''Seal'all'exposed'surfaces'with'sealer'coat'as'
soon'as'practical'after'erection.
3.''Appearance'grade'shall'be'in'accordance'with'the'architectural'drawings.
4.''If'beam'is'cantilevered'and'the'cantilever'is'greater'than'one-third'of'the'back'span,'install'beam'"TOP"'down.
5.''Allowable'unit'stresses'for'dry'conditions'of'use'required'shall'be'as'follows:
''''Members'stressed'principally'in'bending'such'as'beams'&'girders'(AITC'24F-V4)'unless''''''otherwise'noted'on'drawings.
''''''''Fb=2400'psi''''Fv=165'psi'''''Fc(perp)=650'psi''''E=1.8E6'psi''''''
''''Members'stressed'principally'in'compression'or'tension'such'as'columns'&'truss'members'(AITC
24F-V8)'Unless'otherwise'noted'on'drawings.
''''''''Fc(parallel)=1650'psi'''''''''E=1.6E6'psi
E.''MICRO-LAM'BEAMS
Micro-laminated'members'shall'be'designed'and'fabricated'in'accordance'with'the'"National'Research'Board"'and'the'"National'Design'
Specifications'for'Wood".
1.''Allowable'unit'stresses'for'dry'conditions'of'use'required'shall'be'as'follows:
''''''''Fb=2600'psi''''Fv=285'psi'''''Fc(perp)='''''750'psi''''E=1.8E6'psi
2.''Install'micro-laminated'members'in'accordance'with'the'manufacturer's'recommendation.
3.''Holes,'cuts,'or'notches'not'previously'approved'by'the'engineer'or'the'manufacturer'shall'not'be'made.
4.''Micro-laminated'lumber'is'marked'on'the'drawings'as'"ML"'and'shall'be'1'3/4"'wide,'unless'noted'otherwise.'
F.'HEAVY'TIMBERS'(H.T.)'SPRUCE-PINE-FIR'#2'OR'BETTER
1.''Allowable'unit'stresses'for'dry'conditions'of'use'required'shall'be'as'follows:
''''''''Fb=875'psi''''Fv=135'psi'''''Fc(perp)=425'psi''''E=1.4E6'psi
G.'FABRICATED'WOOD'JOISTS'(I-Series)
I-series'fabricated'joists'with'structural'wood'flanges'and'plywood'webs'called'for'on'the'drawings'(TJI/210,'TJI/360,'TJI/560)'are'as'
manufactured'by'the'Trus-Joist'Corp..''Joists'by'other'manufacturers'may'be'used'if'the'depth'and'deflection'is'equal'to'or'less'than'that'
of'the'joist'specified'for'the'particular'span'and'spacing'and'when'authorized'by'the'Architect/Engineer.
1.''Fabricated'wood'joists'shall'be'in'accordance'with'the'manufacturer's'recommendations.
2.''Supply'all'plates,'blocking,'bridging,'bracing,'stiffeners'and'other'related'items'as'recommended'by'the'manufacturer.
H.''PRE-FABRICATED'TRUSSES
Provide'engineered'open'web'roof'trusses'as'profiled'by'drawings'and'designed'to'handle'live'and'dead'loads'with'deflection'limits'of'
l/360'as'indicated'on'the'structural'drawings.'Submit'design'calculations,'bearing'the'seal'of'the'manufacturer's'Engineer,'with'the'shop'
drawings.'Calculations'shall'indicate'species'and'grade'of'lumber,'design'loadings'and'allowable'stresses,'force'analysis'of'each'member'
and'design'of'each'connection.'
1.''Truss'manufacturer'shall'be'a'member'of'the'Truss'Plate'Institute'(TPI)'and'the'Component'Manufacturer's'Council.
2.''Shop'drawings'shall'be'supplied'to'detail'each'truss'type,'truss'layout,'bracing'and'any'applicable'connections'with'hangers'related'to'
truss'to'truss'connections.'
3.'Supply'all'plates,'blocking,'bridging,'bracing,'stiffeners'and'other'related'items'as'recommended'by'the'manufacturer.
GENERAL:
1.''Any'changes'to'the'contract'drawings'shall'be'submitted'to'the'structural'engineer'for'approval.
2.''All'dimensions'and'details'on'structural'drawings'shall'be'verified'against'the'architectural'drawings'and'any'discrepancies'shall'be'brought'
to'the'attention'of'the'architect'prior'to'fabrication'or'construction.''Details'on'the'structural'drawings'are'typical.''DO'NOT'SCALE'DRAWINGS.
3.''All'openings'through'the'structural'system'shall'be'approved'by'the'Engineer.
4.''Contractor'shall'provide'all'necessary'temporary'bracing,'shoring,'guying'or'other'means'to'prevent'excessive'stresses'and'to'hold'the'
structural'elements'in'place'during'construction.
5.''The'contract'structural'drawings'and'specifications'represent'the'finished'structure.''They'do'not'indicate'the'method'of'construction.''The'
contractor'shall'provide'all'measures'necessary'to'protect'the'structure'during'construction.''Such'measures'shall'include,'but'are'not'limited'
to'bracing,'shoring'for'loads'due'to'construction'equipment'and'protection'of'existing'structures.''Observation'visits'to'the'site'by'the'
structural'engineer'shall'not'include'inspection'of'the'above'items'nor'will'the'structural'engineer'be'responsible'for'the'contractor's'means,'
methods,'techniques,'sequences'for'procedure'of'construction,'or'the'safety'precautions'and'programs'incident'there'to.
6.''Options'are'for'the'convenience'of'the'contractor.''He'shall'be'responsible'for'all'changes'necessary'if'he'chooses'an'option'and'shall'
coordinate'all'details.''The'cost'of'additional'engineering'work'necessitated'by'selection'of'an'option'shall'be'borne'by'the'contractor.
7.''Any'engineering'design'provided'by'others'and'submitted'for'review'shall'bear'the'seal'and'signature'of'an'engineer'registered'in'Colorado.
8.''Dimensions'on'the'structural'drawings'are'exact'with'the'exception'of'masonry'and'sawn'lumber'dimensions'which'are'nominal.''Verify'all'
dimensions'with'the'architectural'drawings.
9.''Where'required'construction'details'are'not'shown'or'noted'on'these'plans'the'contractor'shall'notify'the'engineer'and'the'engineer'shall'
provide'sufficient'details'for'the'work'to'proceed.
10.''Construction'materials'shall'be'spread'out'if'placed'on'framed'construction.''Load'shall'not'exceed'the'design'live'load'per'square'foot.'
11.''Shop'drawings'shall'be'submitted'to'the'architect'for'all'structural'items.''The'Engineers'review'is'intended'only'as'an'aid'to'the'contractor'
for'obtaining'correct'shop'drawings.''Responsibility'for'correctness'shall'rest'with'the'contractor.''The'contractor'shall'review'all'shop'drawings'
prior'to''submittal.''Items'not'in'accordance'with'the'contract'documents'shall'be'flagged'upon'his'review.''The'shop'drawings'do'not'replace'
the'original'contract'drawings.''It'is'the'contractors'responsibility'to'make'sure'items'are'constructed''to'the'original'drawings.''The'adequacy'
of'engineering'designs'and'layout'performed'by'others'rests'with'the'designing'or'submitting'authority.
A.''DESIGN'LIVE'LOADS
''''''1.''Basic'Roof'Snow''''''''''''''40'PSF'''''4.''Garage'''''40'PSF
''''''2.''Residential'Floors'''''40'PSF''''''5.''Wind''115'mph,'Exposure'B
''''''3.''Decks''''''''''''''40'PSF'''''''6.''Seismic'Zone'C
B.''DESIGN'CODES
''''''International'Residential'Code,'(IRC),'2015
'''''''''with'the'International'Building'Code,'(IBC),'2015'for'Special'Inspection
''''''American'Concrete'Institute'Building'Code'(ACI'318-02)
''''''American'Institute'of'Steel'Construction,'Manual'of'Steel'Construction'(AISC''9th'Edition)
''''''American'Institute'of'Timber'Construction,'Timber'Construction'Manual'(AITC'5th'Edition)
''''''National'Design'Specifications'for'Wood'Construction'(NDS2001)
DESIGN'DATA:
FOUNDATION:
B.''EXCAVATION
1.''Contractor'shall'provide'all'necessary'sheeting,'shoring'and'bracing'where'required'to'properly'and'safely
complete'the'work.
2.''Avoid'excessive'wetting'or'drying'of'the'foundation'excavation'during'construction.''Keep'excavations
reasonably'free'of'water'at'all'time'and'completely'free'of'water'during'placement'of'concrete.
'
C.''BEARING'REQUIREMENTS
1.''Footings'shall'bear'on'at'least'3'feet'of'compacted'structural'fill'&'below'the'36"'frost'depth'required'by'the'soils'engineer.''Any'
discrepancies'with'the'footing'elevations'shown'on'the'plans'shall'be'brought'to'the'attention'of
the'engineer.
D.''GENERAL'REQUIREMENTS
1.''Center'foundations'under'columns'and'walls'unless'noted'otherwise.
2.''Provide'foundation'ventilation'in'crawl'space'areas'as'required'by'the'I.R.C.'.
3.''Backfill'on'walls'with'fill'on'both'sides'shall'be'compacted'in'equal'lifts'each'side'of'wall.''Walls'backfilled
on'one'side'only'shall'have'all'supporting'slabs,'permanent'framing'or'temporary'bracing'in'place'prior'to
placement'of'the'backfill'(unless'noted'otherwise'on'plans).
A.''GENERAL'The'foundation'design'was'based'on'soils'investigation'by'Kumar'&'Associates,'Inc.'Project
No.'19-7-221.03,'dated'August'10,'2020.
''''Maximum'allowable'bearing'pressure'-'''''1,500'psf
''''Lateral'soil'pressure''''-'Active'''''55'pcf'
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Joist'size'and'
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Joist/beam'bearing'
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Building'
elevation
Joist/beam'hanger
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with''solid'packout'to
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Column'from'above
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Bearing'wall'below
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size'designation
Column'from'above
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B
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designationFRAMING'LEGEND
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T.O.'PLY.
SEE'PLAN
TYP.'2X6'WALL'FRAMING
SOIL'DRAIN'PER'SOILS'REPORT
S5