SlideShare a Scribd company logo
10" SONO TUBE FOOTINGS FOR
BREEZEWAY COLUMNS, PROVIDE
3 #4 REINFORCING, TYP. -
SLAB (3-0" ABOVE
BASEMENT SLAB)
st-
CD
CD
C/L
C/L
© ©
C/L
9
T.O. GARAGE FOUNDATION
=F
EL. -0-5'
T.O. GARAGE FOUNDATION AT FRONT OPENINGS
EL. -2-8" *
SLAB ON GRADE
ABOVE
*
T.O. GARAGE FOUNDATION AT SOUTH DOOR
EL. -2-1 3/4
CM
i
Is-
i
oo
6" CONCRETE GARAGE FOUNDATION W^LL, TYP
2-0" CONCRETE FOOTING, TYP
7-0
11
THROUGH-WALL
INSTRUMENTATION
CONDUIT TO GARAGE
t
C
o
2
1
■7 ~
26-0' 16’-0"
-7 ~ y-
CO
o
CM
1
Ob
00
1
Ob
F
E
E.1
CO
00
CO
C.1
.u
CD
1
LO
O
1
CM
o
t 4ft
BOTTOM OF FOUNDATION WALL
DETAIL, TYP; SEE 1/A-506
Dimension
Dimension Line
Indicates distance
from outside edge of
wall to outside edge
of wall
Extension Line
Leader Line
TYP = Typical Note
Elevation Symbol
T.O = Top Of... C/L = Center Line
Detail
Call-out =
See Detail 1
on Sheet
A-506
Shows dimension
from edge of wall to
center line of column
Location Reference Mark
or
Column Line Refence
Hidden Line
PLAN VIEW = View from the top
N
S
E W
Typical orientation UNO (Unless Noted Otherwise)
B D F
A.1 A
1
A-304
SOIL GAS
VENT
12
12 4

4
R2
12 12
9.67 9.67
4 B.O. CEILING JOISTS ALIGN
EL. +19-7 1/4ii
2k 2k 2k
2
D
©
(*>
B
12
12
22 12
9.67
12 9.67 4
4
12
4
$
T.O. SECOND FLOOR SUBFLOOR
EL. +10-6 1/411
ALIGN
$
B.O. FLOOR JOISTS 2k
±k 2k 2k.
EL. +9'-3 3/811
© F F
28
I
CONDUIT FOR FUTURE GAS
FURNACE SUPPLY/EXHAUST A A
© E3
U E3 □ E3 □ E3
E4
T.O. FIRST FLOOR SUBFLOOR F'0 F9
F4 F10 E11 E11
$
Or
EL. +0-2 3/8
II
CONNECTION FOR
FUTURE MULTISPLIT
OUTDOOR UNIT 1'5
T.O. FOUNDATION WALL r
/
CONDUIT SUMP
PUMP OUTLET r
EL. +0-0 CONNECTION
FOR FUTURE
AIR-TO-AIR
OUTDOOR UNIT
CONNECTION
FOR CENTRAL
AIR-TO-AIR
OUTDOOR UNIT
CONNECTION FOR FUTURE
HIGH VELOCITY HVAC
AIR-TO-AIR OUTDOOR UNIT
(SEE GENERAL SHEET
NOTE #10)
JHI
Jt
B
J'L
l_ J
RIGHTSIDE(EAST)ELEVATION
2 SCALE: 1/4" = 1'-0"
Elevation View = Side view from the outside
Section Cut - See Section
1 on Sheet A-304
(shown below)
3 4 6
5 7
2'-0" 32'-0' 2'-0" 8'-0"
-><- -><-
UNVENTED UPPER ROOF ASSEMBLY:
ASPHALT SHINGLES,
CONTINUOUS FULLY-ADHERED PEEL AND STICK ROOF MEMBRANE,
PLYWOOD SHEATHING WITH H-CLIPS,
5" OF FOIL-FACED POLYISOCYANURATE IN 3 LAYERS (1-1/2", 2", 1-1/2"
CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE
1/2" PLYWOOD SHEATHING WITH H-CLIPS,
1-3/4" X 11-7/8" LSL ENGINEERED ROOF RAFTERS AT 24" 0,C,
CELLULOSE INSULATION,
4" GWB
5
A-508
4 T.O. ROOF RIDGE
EL. +27'-5 3/8" 
T.O. 4/12 ROOF STRUCTURAL RIDGB
IN SECTION
$
= l
F^DGE
EL. +26-11 1/2
y  2
4 T.O. 9.67/12 ROOF STRUCTURAL
I/
 y
EL. +26-10 1/8 A-508
I
1'--’
L
1-4"
T -
VF y
LI
4 B.O. CEILING JOISTS
FF
EL. +19'-7 1/4
1'-4"
T-4'
— ATTIC ASSEMBLY:
1%" x 114 " LSL ENGINEERED
JOISTS AT 24" O.C.,
I' GWB y 
CN
M
o
3 r-4"
CD
/
4
A-508
-------
_ _ 1
4 T.O. SECOND FLOOR SUBFLOOR £3 . =L
l
EL. +10'-6 1/4"
I f
■ 2r = ±(-|s
4 B.O. FLOOR JOISTS
— 2ND FLOOR ASSEMBLY:
T & G FLOOR SHEATHING,
14" DEEP OPEN WEB WOOD JOIST AT 24" O.C.,
I' GWB
EL. +9'-3 3/8"
eg
OPEN CELL SPRAY
FOAM INSULATION
(0.5 PCF) AT RIM
JOIST OF 1ST AND
2ND FLOOR FRAMING
o
CT>
4 T.O. FIRST FLOOR SUBFLOOR
y 
EL. +0'-2 3/8"
T.O. FOUNDATION WALL 1
4 o
EL. +0'-0
GRADE
4 ■1 r-
EL. -0'-3 5/8’
4 T.O. FOUNDATION WALL SHELR y;
5
— 1ST FLOOR ASSEMBLY:
l" T & G FLOOR SHEATHING,
14" DEEP OPEN WEB WOOD JOIST
EL. -1'-2
T A-402
00
:|jj=||
ii'G
ajL—MU—LM—Li
4 T.O. BASEMENT SLAB
- ___
1SS:
EL.-9-11 1/2"
t
I TT7
w
4 T.O. FOOTING =l i i=i i i=i 11= TTT TTT ” TTT
EL. -10-5 1/2
:|
— BASEMENT FLOOR ASSEMBLY:
BUILDINGSECTION
1 SCALE: 1/4" = 1'-0"
Cross Section
View =
Side view of a
cut through the
building
Detail Call Out
Indicates see Detail
4 on Sheet A-508

More Related Content

Similar to Line type key

Construction Document set
Construction Document setConstruction Document set
Construction Document set
Trivek Architects
 
Home Shelter Fallout Shelter Below Ground
Home Shelter Fallout Shelter Below GroundHome Shelter Fallout Shelter Below Ground
Home Shelter Fallout Shelter Below Ground
JTRourke
 
Home Fallout/Bomb Shelter Outside Concrete
Home Fallout/Bomb Shelter Outside ConcreteHome Fallout/Bomb Shelter Outside Concrete
Home Fallout/Bomb Shelter Outside Concrete
JTRourke
 
Acoustical wall detail and window jamb
Acoustical wall detail and window jambAcoustical wall detail and window jamb
Acoustical wall detail and window jamb
Richard Clark
 
DNB36DWDWB36SB3621SB
DNB36DWDWB36SB3621SBDNB36DWDWB36SB3621SB
DNB36DWDWB36SB3621SB
clayrhr
 
632 Lagina Trl - Sheet - A1-00 - FLOOR PLAN
632 Lagina Trl - Sheet - A1-00 - FLOOR PLAN632 Lagina Trl - Sheet - A1-00 - FLOOR PLAN
632 Lagina Trl - Sheet - A1-00 - FLOOR PLANMarina Sayadyan
 
Hampton hotels architecture
Hampton hotels architectureHampton hotels architecture
Hampton hotels architecture
Pavan Modh
 
Construction Documents Fall 2014
Construction Documents Fall 2014Construction Documents Fall 2014
Construction Documents Fall 2014Martin Pauly
 
Building Information Modeling - Residential Fall 2014
Building Information Modeling -  Residential Fall 2014Building Information Modeling -  Residential Fall 2014
Building Information Modeling - Residential Fall 2014Martin Pauly
 
Cohen, Brittany_Portfolio CU
Cohen, Brittany_Portfolio CUCohen, Brittany_Portfolio CU
Cohen, Brittany_Portfolio CUBrittany Cohen
 
COSTELLO_ANNAPOLIS SINGLE FAMILY
COSTELLO_ANNAPOLIS SINGLE FAMILYCOSTELLO_ANNAPOLIS SINGLE FAMILY
COSTELLO_ANNAPOLIS SINGLE FAMILYSara Costello
 
515 King St.CAD file
515 King St.CAD file515 King St.CAD file
515 King St.CAD fileEric Brissey
 
AIA COTE 2030: Skins 20121214
AIA COTE 2030: Skins 20121214AIA COTE 2030: Skins 20121214
AIA COTE 2030: Skins 20121214
kaplanthompson
 
First Passive House Retrofit in a Cold Climate: The MinnePHit House
First Passive House Retrofit in a Cold Climate: The MinnePHit HouseFirst Passive House Retrofit in a Cold Climate: The MinnePHit House
First Passive House Retrofit in a Cold Climate: The MinnePHit House
TE Studio
 
wall section-Arch D (2)
wall section-Arch D (2)wall section-Arch D (2)
wall section-Arch D (2)晓宁 张
 
P & W FT8 Telemetry by Julio C. Banks, PE
P & W FT8 Telemetry by Julio C. Banks, PEP & W FT8 Telemetry by Julio C. Banks, PE
P & W FT8 Telemetry by Julio C. Banks, PE
Julio Banks
 
Arch202.Villa.E - Sheet - A4 - SECTION
Arch202.Villa.E - Sheet - A4 - SECTIONArch202.Villa.E - Sheet - A4 - SECTION
Arch202.Villa.E - Sheet - A4 - SECTIONMarcia Berg
 
Farmers Grand Rapids MI Print Distribution Center
Farmers Grand Rapids MI Print Distribution CenterFarmers Grand Rapids MI Print Distribution Center
Farmers Grand Rapids MI Print Distribution Center
Richard Clark
 

Similar to Line type key (20)

Construction Document set
Construction Document setConstruction Document set
Construction Document set
 
Home Shelter Fallout Shelter Below Ground
Home Shelter Fallout Shelter Below GroundHome Shelter Fallout Shelter Below Ground
Home Shelter Fallout Shelter Below Ground
 
Home Fallout/Bomb Shelter Outside Concrete
Home Fallout/Bomb Shelter Outside ConcreteHome Fallout/Bomb Shelter Outside Concrete
Home Fallout/Bomb Shelter Outside Concrete
 
18785-00
18785-0018785-00
18785-00
 
Acoustical wall detail and window jamb
Acoustical wall detail and window jambAcoustical wall detail and window jamb
Acoustical wall detail and window jamb
 
DNB36DWDWB36SB3621SB
DNB36DWDWB36SB3621SBDNB36DWDWB36SB3621SB
DNB36DWDWB36SB3621SB
 
632 Lagina Trl - Sheet - A1-00 - FLOOR PLAN
632 Lagina Trl - Sheet - A1-00 - FLOOR PLAN632 Lagina Trl - Sheet - A1-00 - FLOOR PLAN
632 Lagina Trl - Sheet - A1-00 - FLOOR PLAN
 
Hampton hotels architecture
Hampton hotels architectureHampton hotels architecture
Hampton hotels architecture
 
Construction Documents Fall 2014
Construction Documents Fall 2014Construction Documents Fall 2014
Construction Documents Fall 2014
 
Building Information Modeling - Residential Fall 2014
Building Information Modeling -  Residential Fall 2014Building Information Modeling -  Residential Fall 2014
Building Information Modeling - Residential Fall 2014
 
Cohen, Brittany_Portfolio CU
Cohen, Brittany_Portfolio CUCohen, Brittany_Portfolio CU
Cohen, Brittany_Portfolio CU
 
COSTELLO_ANNAPOLIS SINGLE FAMILY
COSTELLO_ANNAPOLIS SINGLE FAMILYCOSTELLO_ANNAPOLIS SINGLE FAMILY
COSTELLO_ANNAPOLIS SINGLE FAMILY
 
515 King St.CAD file
515 King St.CAD file515 King St.CAD file
515 King St.CAD file
 
AIA COTE 2030: Skins 20121214
AIA COTE 2030: Skins 20121214AIA COTE 2030: Skins 20121214
AIA COTE 2030: Skins 20121214
 
24491-00
24491-0024491-00
24491-00
 
First Passive House Retrofit in a Cold Climate: The MinnePHit House
First Passive House Retrofit in a Cold Climate: The MinnePHit HouseFirst Passive House Retrofit in a Cold Climate: The MinnePHit House
First Passive House Retrofit in a Cold Climate: The MinnePHit House
 
wall section-Arch D (2)
wall section-Arch D (2)wall section-Arch D (2)
wall section-Arch D (2)
 
P & W FT8 Telemetry by Julio C. Banks, PE
P & W FT8 Telemetry by Julio C. Banks, PEP & W FT8 Telemetry by Julio C. Banks, PE
P & W FT8 Telemetry by Julio C. Banks, PE
 
Arch202.Villa.E - Sheet - A4 - SECTION
Arch202.Villa.E - Sheet - A4 - SECTIONArch202.Villa.E - Sheet - A4 - SECTION
Arch202.Villa.E - Sheet - A4 - SECTION
 
Farmers Grand Rapids MI Print Distribution Center
Farmers Grand Rapids MI Print Distribution CenterFarmers Grand Rapids MI Print Distribution Center
Farmers Grand Rapids MI Print Distribution Center
 

More from Ling Ma

Construction management sample drawing file
Construction management sample drawing fileConstruction management sample drawing file
Construction management sample drawing file
Ling Ma
 
Mortar for brickwork
Mortar for brickworkMortar for brickwork
Mortar for brickwork
Ling Ma
 
Minimum width of strip footings
 Minimum width of strip footings Minimum width of strip footings
Minimum width of strip footings
Ling Ma
 
Maximum dimensions of building or compartment
Maximum dimensions of building or compartment Maximum dimensions of building or compartment
Maximum dimensions of building or compartment
Ling Ma
 
Maximum height of buildings
Maximum height of buildingsMaximum height of buildings
Maximum height of buildings
Ling Ma
 
Fire resistance of structural elements
Fire resistance of structural elementsFire resistance of structural elements
Fire resistance of structural elements
Ling Ma
 

More from Ling Ma (6)

Construction management sample drawing file
Construction management sample drawing fileConstruction management sample drawing file
Construction management sample drawing file
 
Mortar for brickwork
Mortar for brickworkMortar for brickwork
Mortar for brickwork
 
Minimum width of strip footings
 Minimum width of strip footings Minimum width of strip footings
Minimum width of strip footings
 
Maximum dimensions of building or compartment
Maximum dimensions of building or compartment Maximum dimensions of building or compartment
Maximum dimensions of building or compartment
 
Maximum height of buildings
Maximum height of buildingsMaximum height of buildings
Maximum height of buildings
 
Fire resistance of structural elements
Fire resistance of structural elementsFire resistance of structural elements
Fire resistance of structural elements
 

Recently uploaded

The Future of Platform Engineering
The Future of Platform EngineeringThe Future of Platform Engineering
The Future of Platform Engineering
Jemma Hussein Allen
 
Leading Change strategies and insights for effective change management pdf 1.pdf
Leading Change strategies and insights for effective change management pdf 1.pdfLeading Change strategies and insights for effective change management pdf 1.pdf
Leading Change strategies and insights for effective change management pdf 1.pdf
OnBoard
 
FIDO Alliance Osaka Seminar: Passkeys and the Road Ahead.pdf
FIDO Alliance Osaka Seminar: Passkeys and the Road Ahead.pdfFIDO Alliance Osaka Seminar: Passkeys and the Road Ahead.pdf
FIDO Alliance Osaka Seminar: Passkeys and the Road Ahead.pdf
FIDO Alliance
 
Software Delivery At the Speed of AI: Inflectra Invests In AI-Powered Quality
Software Delivery At the Speed of AI: Inflectra Invests In AI-Powered QualitySoftware Delivery At the Speed of AI: Inflectra Invests In AI-Powered Quality
Software Delivery At the Speed of AI: Inflectra Invests In AI-Powered Quality
Inflectra
 
To Graph or Not to Graph Knowledge Graph Architectures and LLMs
To Graph or Not to Graph Knowledge Graph Architectures and LLMsTo Graph or Not to Graph Knowledge Graph Architectures and LLMs
To Graph or Not to Graph Knowledge Graph Architectures and LLMs
Paul Groth
 
FIDO Alliance Osaka Seminar: Passkeys at Amazon.pdf
FIDO Alliance Osaka Seminar: Passkeys at Amazon.pdfFIDO Alliance Osaka Seminar: Passkeys at Amazon.pdf
FIDO Alliance Osaka Seminar: Passkeys at Amazon.pdf
FIDO Alliance
 
Empowering NextGen Mobility via Large Action Model Infrastructure (LAMI): pav...
Empowering NextGen Mobility via Large Action Model Infrastructure (LAMI): pav...Empowering NextGen Mobility via Large Action Model Infrastructure (LAMI): pav...
Empowering NextGen Mobility via Large Action Model Infrastructure (LAMI): pav...
Thierry Lestable
 
PHP Frameworks: I want to break free (IPC Berlin 2024)
PHP Frameworks: I want to break free (IPC Berlin 2024)PHP Frameworks: I want to break free (IPC Berlin 2024)
PHP Frameworks: I want to break free (IPC Berlin 2024)
Ralf Eggert
 
Neuro-symbolic is not enough, we need neuro-*semantic*
Neuro-symbolic is not enough, we need neuro-*semantic*Neuro-symbolic is not enough, we need neuro-*semantic*
Neuro-symbolic is not enough, we need neuro-*semantic*
Frank van Harmelen
 
UiPath Test Automation using UiPath Test Suite series, part 3
UiPath Test Automation using UiPath Test Suite series, part 3UiPath Test Automation using UiPath Test Suite series, part 3
UiPath Test Automation using UiPath Test Suite series, part 3
DianaGray10
 
Dev Dives: Train smarter, not harder – active learning and UiPath LLMs for do...
Dev Dives: Train smarter, not harder – active learning and UiPath LLMs for do...Dev Dives: Train smarter, not harder – active learning and UiPath LLMs for do...
Dev Dives: Train smarter, not harder – active learning and UiPath LLMs for do...
UiPathCommunity
 
GenAISummit 2024 May 28 Sri Ambati Keynote: AGI Belongs to The Community in O...
GenAISummit 2024 May 28 Sri Ambati Keynote: AGI Belongs to The Community in O...GenAISummit 2024 May 28 Sri Ambati Keynote: AGI Belongs to The Community in O...
GenAISummit 2024 May 28 Sri Ambati Keynote: AGI Belongs to The Community in O...
Sri Ambati
 
Epistemic Interaction - tuning interfaces to provide information for AI support
Epistemic Interaction - tuning interfaces to provide information for AI supportEpistemic Interaction - tuning interfaces to provide information for AI support
Epistemic Interaction - tuning interfaces to provide information for AI support
Alan Dix
 
Kubernetes & AI - Beauty and the Beast !?! @KCD Istanbul 2024
Kubernetes & AI - Beauty and the Beast !?! @KCD Istanbul 2024Kubernetes & AI - Beauty and the Beast !?! @KCD Istanbul 2024
Kubernetes & AI - Beauty and the Beast !?! @KCD Istanbul 2024
Tobias Schneck
 
Smart TV Buyer Insights Survey 2024 by 91mobiles.pdf
Smart TV Buyer Insights Survey 2024 by 91mobiles.pdfSmart TV Buyer Insights Survey 2024 by 91mobiles.pdf
Smart TV Buyer Insights Survey 2024 by 91mobiles.pdf
91mobiles
 
Knowledge engineering: from people to machines and back
Knowledge engineering: from people to machines and backKnowledge engineering: from people to machines and back
Knowledge engineering: from people to machines and back
Elena Simperl
 
FIDO Alliance Osaka Seminar: Overview.pdf
FIDO Alliance Osaka Seminar: Overview.pdfFIDO Alliance Osaka Seminar: Overview.pdf
FIDO Alliance Osaka Seminar: Overview.pdf
FIDO Alliance
 
Unsubscribed: Combat Subscription Fatigue With a Membership Mentality by Head...
Unsubscribed: Combat Subscription Fatigue With a Membership Mentality by Head...Unsubscribed: Combat Subscription Fatigue With a Membership Mentality by Head...
Unsubscribed: Combat Subscription Fatigue With a Membership Mentality by Head...
Product School
 
Slack (or Teams) Automation for Bonterra Impact Management (fka Social Soluti...
Slack (or Teams) Automation for Bonterra Impact Management (fka Social Soluti...Slack (or Teams) Automation for Bonterra Impact Management (fka Social Soluti...
Slack (or Teams) Automation for Bonterra Impact Management (fka Social Soluti...
Jeffrey Haguewood
 
UiPath Test Automation using UiPath Test Suite series, part 4
UiPath Test Automation using UiPath Test Suite series, part 4UiPath Test Automation using UiPath Test Suite series, part 4
UiPath Test Automation using UiPath Test Suite series, part 4
DianaGray10
 

Recently uploaded (20)

The Future of Platform Engineering
The Future of Platform EngineeringThe Future of Platform Engineering
The Future of Platform Engineering
 
Leading Change strategies and insights for effective change management pdf 1.pdf
Leading Change strategies and insights for effective change management pdf 1.pdfLeading Change strategies and insights for effective change management pdf 1.pdf
Leading Change strategies and insights for effective change management pdf 1.pdf
 
FIDO Alliance Osaka Seminar: Passkeys and the Road Ahead.pdf
FIDO Alliance Osaka Seminar: Passkeys and the Road Ahead.pdfFIDO Alliance Osaka Seminar: Passkeys and the Road Ahead.pdf
FIDO Alliance Osaka Seminar: Passkeys and the Road Ahead.pdf
 
Software Delivery At the Speed of AI: Inflectra Invests In AI-Powered Quality
Software Delivery At the Speed of AI: Inflectra Invests In AI-Powered QualitySoftware Delivery At the Speed of AI: Inflectra Invests In AI-Powered Quality
Software Delivery At the Speed of AI: Inflectra Invests In AI-Powered Quality
 
To Graph or Not to Graph Knowledge Graph Architectures and LLMs
To Graph or Not to Graph Knowledge Graph Architectures and LLMsTo Graph or Not to Graph Knowledge Graph Architectures and LLMs
To Graph or Not to Graph Knowledge Graph Architectures and LLMs
 
FIDO Alliance Osaka Seminar: Passkeys at Amazon.pdf
FIDO Alliance Osaka Seminar: Passkeys at Amazon.pdfFIDO Alliance Osaka Seminar: Passkeys at Amazon.pdf
FIDO Alliance Osaka Seminar: Passkeys at Amazon.pdf
 
Empowering NextGen Mobility via Large Action Model Infrastructure (LAMI): pav...
Empowering NextGen Mobility via Large Action Model Infrastructure (LAMI): pav...Empowering NextGen Mobility via Large Action Model Infrastructure (LAMI): pav...
Empowering NextGen Mobility via Large Action Model Infrastructure (LAMI): pav...
 
PHP Frameworks: I want to break free (IPC Berlin 2024)
PHP Frameworks: I want to break free (IPC Berlin 2024)PHP Frameworks: I want to break free (IPC Berlin 2024)
PHP Frameworks: I want to break free (IPC Berlin 2024)
 
Neuro-symbolic is not enough, we need neuro-*semantic*
Neuro-symbolic is not enough, we need neuro-*semantic*Neuro-symbolic is not enough, we need neuro-*semantic*
Neuro-symbolic is not enough, we need neuro-*semantic*
 
UiPath Test Automation using UiPath Test Suite series, part 3
UiPath Test Automation using UiPath Test Suite series, part 3UiPath Test Automation using UiPath Test Suite series, part 3
UiPath Test Automation using UiPath Test Suite series, part 3
 
Dev Dives: Train smarter, not harder – active learning and UiPath LLMs for do...
Dev Dives: Train smarter, not harder – active learning and UiPath LLMs for do...Dev Dives: Train smarter, not harder – active learning and UiPath LLMs for do...
Dev Dives: Train smarter, not harder – active learning and UiPath LLMs for do...
 
GenAISummit 2024 May 28 Sri Ambati Keynote: AGI Belongs to The Community in O...
GenAISummit 2024 May 28 Sri Ambati Keynote: AGI Belongs to The Community in O...GenAISummit 2024 May 28 Sri Ambati Keynote: AGI Belongs to The Community in O...
GenAISummit 2024 May 28 Sri Ambati Keynote: AGI Belongs to The Community in O...
 
Epistemic Interaction - tuning interfaces to provide information for AI support
Epistemic Interaction - tuning interfaces to provide information for AI supportEpistemic Interaction - tuning interfaces to provide information for AI support
Epistemic Interaction - tuning interfaces to provide information for AI support
 
Kubernetes & AI - Beauty and the Beast !?! @KCD Istanbul 2024
Kubernetes & AI - Beauty and the Beast !?! @KCD Istanbul 2024Kubernetes & AI - Beauty and the Beast !?! @KCD Istanbul 2024
Kubernetes & AI - Beauty and the Beast !?! @KCD Istanbul 2024
 
Smart TV Buyer Insights Survey 2024 by 91mobiles.pdf
Smart TV Buyer Insights Survey 2024 by 91mobiles.pdfSmart TV Buyer Insights Survey 2024 by 91mobiles.pdf
Smart TV Buyer Insights Survey 2024 by 91mobiles.pdf
 
Knowledge engineering: from people to machines and back
Knowledge engineering: from people to machines and backKnowledge engineering: from people to machines and back
Knowledge engineering: from people to machines and back
 
FIDO Alliance Osaka Seminar: Overview.pdf
FIDO Alliance Osaka Seminar: Overview.pdfFIDO Alliance Osaka Seminar: Overview.pdf
FIDO Alliance Osaka Seminar: Overview.pdf
 
Unsubscribed: Combat Subscription Fatigue With a Membership Mentality by Head...
Unsubscribed: Combat Subscription Fatigue With a Membership Mentality by Head...Unsubscribed: Combat Subscription Fatigue With a Membership Mentality by Head...
Unsubscribed: Combat Subscription Fatigue With a Membership Mentality by Head...
 
Slack (or Teams) Automation for Bonterra Impact Management (fka Social Soluti...
Slack (or Teams) Automation for Bonterra Impact Management (fka Social Soluti...Slack (or Teams) Automation for Bonterra Impact Management (fka Social Soluti...
Slack (or Teams) Automation for Bonterra Impact Management (fka Social Soluti...
 
UiPath Test Automation using UiPath Test Suite series, part 4
UiPath Test Automation using UiPath Test Suite series, part 4UiPath Test Automation using UiPath Test Suite series, part 4
UiPath Test Automation using UiPath Test Suite series, part 4
 

Line type key

  • 1. 10" SONO TUBE FOOTINGS FOR BREEZEWAY COLUMNS, PROVIDE 3 #4 REINFORCING, TYP. - SLAB (3-0" ABOVE BASEMENT SLAB) st- CD CD C/L C/L © © C/L 9 T.O. GARAGE FOUNDATION =F EL. -0-5' T.O. GARAGE FOUNDATION AT FRONT OPENINGS EL. -2-8" * SLAB ON GRADE ABOVE * T.O. GARAGE FOUNDATION AT SOUTH DOOR EL. -2-1 3/4 CM i Is- i oo 6" CONCRETE GARAGE FOUNDATION W^LL, TYP 2-0" CONCRETE FOOTING, TYP 7-0 11 THROUGH-WALL INSTRUMENTATION CONDUIT TO GARAGE t C o 2 1 ■7 ~ 26-0' 16’-0" -7 ~ y- CO o CM 1 Ob 00 1 Ob F E E.1 CO 00 CO C.1 .u CD 1 LO O 1 CM o t 4ft BOTTOM OF FOUNDATION WALL DETAIL, TYP; SEE 1/A-506 Dimension Dimension Line Indicates distance from outside edge of wall to outside edge of wall Extension Line Leader Line TYP = Typical Note Elevation Symbol T.O = Top Of... C/L = Center Line Detail Call-out = See Detail 1 on Sheet A-506 Shows dimension from edge of wall to center line of column Location Reference Mark or Column Line Refence Hidden Line PLAN VIEW = View from the top N S E W Typical orientation UNO (Unless Noted Otherwise)
  • 2. B D F A.1 A 1 A-304 SOIL GAS VENT 12 12 4 4 R2 12 12 9.67 9.67 4 B.O. CEILING JOISTS ALIGN EL. +19-7 1/4ii 2k 2k 2k 2 D © (*> B 12 12 22 12 9.67 12 9.67 4 4 12 4 $ T.O. SECOND FLOOR SUBFLOOR EL. +10-6 1/411 ALIGN $ B.O. FLOOR JOISTS 2k ±k 2k 2k. EL. +9'-3 3/811 © F F 28 I CONDUIT FOR FUTURE GAS FURNACE SUPPLY/EXHAUST A A © E3 U E3 □ E3 □ E3 E4 T.O. FIRST FLOOR SUBFLOOR F'0 F9 F4 F10 E11 E11 $ Or EL. +0-2 3/8 II CONNECTION FOR FUTURE MULTISPLIT OUTDOOR UNIT 1'5 T.O. FOUNDATION WALL r / CONDUIT SUMP PUMP OUTLET r EL. +0-0 CONNECTION FOR FUTURE AIR-TO-AIR OUTDOOR UNIT CONNECTION FOR CENTRAL AIR-TO-AIR OUTDOOR UNIT CONNECTION FOR FUTURE HIGH VELOCITY HVAC AIR-TO-AIR OUTDOOR UNIT (SEE GENERAL SHEET NOTE #10) JHI Jt B J'L l_ J RIGHTSIDE(EAST)ELEVATION 2 SCALE: 1/4" = 1'-0" Elevation View = Side view from the outside Section Cut - See Section 1 on Sheet A-304 (shown below) 3 4 6 5 7 2'-0" 32'-0' 2'-0" 8'-0" -><- -><- UNVENTED UPPER ROOF ASSEMBLY: ASPHALT SHINGLES, CONTINUOUS FULLY-ADHERED PEEL AND STICK ROOF MEMBRANE, PLYWOOD SHEATHING WITH H-CLIPS, 5" OF FOIL-FACED POLYISOCYANURATE IN 3 LAYERS (1-1/2", 2", 1-1/2" CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE 1/2" PLYWOOD SHEATHING WITH H-CLIPS, 1-3/4" X 11-7/8" LSL ENGINEERED ROOF RAFTERS AT 24" 0,C, CELLULOSE INSULATION, 4" GWB 5 A-508 4 T.O. ROOF RIDGE EL. +27'-5 3/8" T.O. 4/12 ROOF STRUCTURAL RIDGB IN SECTION $ = l F^DGE EL. +26-11 1/2 y 2 4 T.O. 9.67/12 ROOF STRUCTURAL I/ y EL. +26-10 1/8 A-508 I 1'--’ L 1-4" T - VF y LI 4 B.O. CEILING JOISTS FF EL. +19'-7 1/4 1'-4" T-4' — ATTIC ASSEMBLY: 1%" x 114 " LSL ENGINEERED JOISTS AT 24" O.C., I' GWB y CN M o 3 r-4" CD / 4 A-508 ------- _ _ 1 4 T.O. SECOND FLOOR SUBFLOOR £3 . =L l EL. +10'-6 1/4" I f ■ 2r = ±(-|s 4 B.O. FLOOR JOISTS — 2ND FLOOR ASSEMBLY: T & G FLOOR SHEATHING, 14" DEEP OPEN WEB WOOD JOIST AT 24" O.C., I' GWB EL. +9'-3 3/8" eg OPEN CELL SPRAY FOAM INSULATION (0.5 PCF) AT RIM JOIST OF 1ST AND 2ND FLOOR FRAMING o CT> 4 T.O. FIRST FLOOR SUBFLOOR y EL. +0'-2 3/8" T.O. FOUNDATION WALL 1 4 o EL. +0'-0 GRADE 4 ■1 r- EL. -0'-3 5/8’ 4 T.O. FOUNDATION WALL SHELR y; 5 — 1ST FLOOR ASSEMBLY: l" T & G FLOOR SHEATHING, 14" DEEP OPEN WEB WOOD JOIST EL. -1'-2 T A-402 00 :|jj=|| ii'G ajL—MU—LM—Li 4 T.O. BASEMENT SLAB - ___ 1SS: EL.-9-11 1/2" t I TT7 w 4 T.O. FOOTING =l i i=i i i=i 11= TTT TTT ” TTT EL. -10-5 1/2 :| — BASEMENT FLOOR ASSEMBLY: BUILDINGSECTION 1 SCALE: 1/4" = 1'-0" Cross Section View = Side view of a cut through the building Detail Call Out Indicates see Detail 4 on Sheet A-508