HomeMy WebLinkAboutARB202300025 Architectural Drawings 2023-02-23 (2)PERMIT SET
GALAXIE FARM -LOTS 54- 5q
LIVING SPACE SQ, FT.
FINISHED: UNFIN15HED:
FIRST FLOOR: 536
SECOND FLOOR: i91
THIRD FLOOR: ?85
GARAGE: 445
STORAGE:
TOTAL: 1915 455
OPTIONS: 261
148
LOFT: 162
FRONT TERRACE:
REAR TERRACE:
DRAINING L15T
C-1 COVER SHEET
C-2 NOTES & LEGENDS
A-1A STRIP FOUNDATION PLANS
A-1 B STRIP 15T FLOOR PLANS
A-1 G STRIP 2ND FLOOR PLANS
A-1 D STRIP 3RD FLOOR PLANS
A-1 E STRIP 4TH FLOOR PLANS
A-1 F STRIP ROOF PLANS
A-1 G STRIP FRONT ELEVATIONS
A-1 H STRIP REAR & SIDE ELEVATIONS
A-2A ELEVATIONS - ELEVATION "B"
A-26 ELEVATION5 - ELEVATION "C"
A-2G TERRACE ELEVATION5 - ELEVATION "C"
A-20 ELEVATIONS - ELEVATION "F"
A-2E TERRACE ELEVATIONS - ELEVATION "F"
A-2F ELEVATIONS - ELEVATION "G"
A-26 TERRACE ELEVATION5 - ELEVATION "G"
A-2H ELEVATIONS - ELEVATION 711
A-2J TERRACE ELEVATIONS - ELEVATION "G"
A-3A BUILDIND SECTIONS
A-3B BUILDING SECTIONS
A-4A WALL SECTIONS
A-46 PARTY WALL DETAILS
w
} O
m =
o m
v
� � N
� o
Z °o
m
111 O z
fL/ m w
o O oLU
J
LLL
IL � 1Ll
IL <
W J
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
w
w
z
Z �
o �
W
}
Q
L O
v
z
Q
0
SHEET:
G-1
W
IE
Q
0
z
0
it
U
N
W
0 z
o
GENERAL NOTES
- ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IRC 2015 VA STATE CONSTRUCTION CODE AND ANY LOCAL CODES
(IF APPLICABLE). THE CONTRACTOR SHALL ASSUME FULL RESPONSEBILITY FOR ANY WORK KNOWINGLY PERFORMED
CONTRARY TO SUCH LAWS, ORDINANCES, OR REGULATIONS. THE CONTRACTOR SHALL ALSO PERFORM COORDINATION
WITH ALL UTILITIES AND STATE SERVICE AUTHORITIES.
- OWNER AND CONTRACTOR TO VERIFY ALL DIMENSIONS, STRUCTURAL DETAILS, BUILDING CODES, AND GRADE
REQUIREMENTS
- CONTRACTOR SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS BEFORE STARTING WORK.
WORK NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED TO THE SAME QUALITY AS SIMILAR WORK THAT IS
DETAILED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AND LOCAL CODES.
- WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND GENERAL
NOTES. THE ENGINEER / DESIGNER SHALL BE CONSULTED FOR CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED
THAT ARE DIFFERENT THAN SHOWN, IF DISCREPANCIES ARE FOUND IN THE PLANS OR NOTES, OR IF A QUESTION ARISES
OVER THE INTENT OF THE PLANS OR NOTES. CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL DIMENSIONS
(INCLUDING ROUGH OPENINGS)
- THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND PROPER FUNCTION OF PLUMBING, HVAC, AND ELECTRICAL
SYSTEMS. THE CONTRACTOR SHALL NOTIFY THE DESIGNER WITH ANY PLAN CHANGES REQUIRED FOR DESIGN AND
FUNCTION OF THESE SYSTEMS
- THE DESIGNER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, ACTS OR OMISSIONS OF THE
CONTRACTOR OR SUBCONTRACTOR, OR FAILURE OF ANY OF THEM TO CARRY OUR WORK IN ACCORDANCE WITH THE
CONSTRUCTION DOCUMENTS. ANY DEFECTS DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO
THE ATTENTION OF THE DESIGNER BY WRITTEN NOTICE BEFORE PROCEEDING WITH WORK. REASONABLE TIME NOT
ALLOWED THE DESIGNER TO CORRECT THE DEFECT SHALL PLACE THE BURDEN OF COST AND LIABILITY FROM SUCH
DEFECT UPON THE CONTRACTOR.
- WHERE DRAWINGS ARE IN CONFLICT WITH OTHER DRAWINGS, CONTRACTOR SHALL NOTIFY THE DESIGNER
- ALL STUDS & PLATES TO USE #2 SPF FRAMING LUMBER
- ALL TRUSSES & HEADERS TO USE #2 SYF FRAMING LUMBER
-ALL DIMENSIONS ARE TO BE ROUGH FRAMING
- ALL EXTERIOR WALLS ARE 5 1/2" AND ALL INTERIOR WALLS ARE 3 1/2" LINO ON PLAN
- ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED
- ALL EXTERIOR DECK LUMBER SHALL BE PRESSURE TREATED
- WINDOW HEAD HEIGHTS ARE TO BE AS FOLLOWS:
-FLOORS WITH 9'-0" CEILING - WINDOWS: T-11 3/8" AFF
- FLOORS WITH 8'-O" CEILING - WINDOWS: T-0 7/8" AFF
- POCKET DOORS - HEADER MUST BE SQUARE & PLUMB WITH STUDS & LEVEL. RO HEIGHT IS 84 1/211
,
RO WIDTH IS 2X DOOR+ 1"
- ALL STUDS & PLATES TO USE #2 SPF FRAMING LUMBER
- ALL TRUSSES & HEADERS TO USE #2 SYP FRAMING LUMBER
- PROVIDE (1) layer of 1/2" gyp bd on all walls. Provide (1) layer of 1/2" gyp bd on all ceilings
- PROVIDE HANDRAILS AT EXTERIOR STEPS WHEN THERE ARE 4 OR MORE RISERS
-IN ACCORDANCE WITH VRC-2015 R330 A FIRE EXTINGUISHER HAVING A RATING OF 2-A:10-B:C OR AN APPROVED
EQUIVALENT TYPE OF FIRE EXTINGUISHER SHALL BE INSTALLED IN THE KITCHEN AREA
-IN ACCORDANCE WITH VRC-2015 R315 A COMBINATION CARBON MONOXIDE & SMOKE ALARM SHALL BE INSTALLED
OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS
GENERAL STRUCTURAL NOTES
- INSTALLATION OF FRAMING SHALL COMPLY WITH ALL APPLICABLE CODES AND LOCAL ORDINANCES
- WHERE DRAWINGS ARE IN CONFLICT WITH OTHER DRAWINGS, CONTRACTOR SHALL NOTIFY THE DESIGNER
- PROVIDE SOLID WOOD BLOCKING BETWEEN JOISTS TO MATCH POST SIZE ABOVE
® INDICATES BEARING WALL
-- - - - - - INDICATES LINE OF BEARING WALL ABOVE
DRAFTSTOPPING,
- DRAFT STOPPING SHALL BE PROVIDED IN THE CONCEALED SPACE OF FLOORING/CEILING ASSEMBLY. AREA OF THE
CONCEALED SPACE SHALL NOT EXCEED 1,000 SQ. FT. PER IRC 2015 SECTION R502.12
FIREBLOCKING:
- SHALL BE PROVIDED AS REQUIRED BY IRC 2015 SECTION R502.12
LATERAL RESTRAINT AT SUPPORTS:
- JOISTS SHALL BE SUPPORTED LATERALLY PER IRC 2015 SECTION R502.7
DESIGN PARAMETERS,
-STRUCTURAL DESIGN IS BASED ON 2015 IRC
- WOOD FRAME DESIGN IS BASED ON NDS "NATIONAL DESIGN SPECIFICATION" FOR WOOD CONSTRUCTION LATEST EDITION
- DESIGN LOADS ROOFS: LIVE = 18psf (25psf GROUND SNOW)
DEAD = 17psf (10psf @ RAFTERS)
ATTICI I LIVE = 20psf @ HT > 42'
DEAD = 10psf
FLOORS: LIVE = 40psf (SLEEPING = 30psf)
DEAD = 10psf (20psf @ TILE)
WIND: 11Omph. EXP. B
SOIL: 1500 psf ALLOWABLE BEARING PRESSURE
FROST DEPTH: 2'-0"
-CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES
-CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING
-FINAL GRADE TO CONVEY SURFACE DRAINAGE TOWARD INLETS, ROCK CHANNELS OR DISPERSION TRENCHES
-AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE
MATERIAL AND STRIPPED OF TOPSOIL
-PLACE FILL SLOPES WITH A GRADIENT STEEPER THAN 3:1 IN LIFTS NOT TO EXCEED 8", AND MAKE SURE EACH LIFT IF
PROPERLY COMPACTED.
- EXTERIOR WALLS SHALL BE 2X4/2X6 @ 16" O.C. SPF "#2 GRADE" LUMBER OR BETTER
- INTERIOR BEARING WALLS SHALL BE 2X4/2X6 @ 16"O.C. SPF "#2 GRADE LUMBER OR BETTER (UNO ON PLANS)
- ALL HEADERS SHALL BE SUPPORTED BY (1) 2X JACK STUD & (1) 2X KING STUD MIN. THE NUMBER OF STUDS SPECIFIED AT
SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED UNO
- ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER
- FASTEN EACH ROOF TRUSS TO THE TOP PLATE W/ SIMPSON H2.5a CLIPS (OR APPROVED EQUAL) AT EACH BEARING
POINT. PROVIDE (2) H2.5A CLIPS AT 2-PLY GIRDERS AND FLUSH BEAMS AND (3) H2.5a CLIPS AT 3-PLY GIRDERS
- TRUSS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ ENGINEER FOR REVIEW AND APPROVAL PRIOR TO
FABRICATION AND DELIVERY
- ALL HEADERS, BEAMS, JOISTS, AND OTHER STRUCTURAL MEMBERS SHALL BE HEM -FIR #2 LUMBER OR BETTER
- PROVIDE SOLID BLOCKING UNDER ALL POSTS - CONTINUOUS TO FOUNDATION / BEARING
- FASTEN 2X WOOD PLATES TO TOP FLANGE OF STEEL BEAMS WITH (2) ROWS PAF ("HILTI" DN147P8 PINS OR EQUAL) @ 32"
O.C. OR 1/2" DIA BOLTS @ 48" O.C.
- LAP RAFTERS AND COLLAR TIES / CEILING JOISTS - FASTEN TOGETHER WITH (5) 12d NAILS
- FASTEN EACH ROOF RAFTER TO THE TOP PLATE W/ (1) SIMPSON H2.5a CLIP (OR APPROVED EQAUL). PROVIDE (2) H2.5a
CLIPS AT FLUSH BEAM IN THE ROOF
- BUILDER TO VERIFY CORROSION RESISTANCE COMPATIBILITY OF ALL HARDWARE & FASTENERS IN CONTACT W/
PRESERVATIVE TREATED WOOD, BASED ON TYPE OF PRESERVATIVE USED
ROOF FRAMING / TRUSS NOTES,
- TRUSS DRAWING IS FOR ILLUSTRATION PURPOSES ONLY. ALL TRUSSES SHALL BE INSTALLED & BRACED TO
MANUFACTURER DRAWINGS & SPECIFICATIONS.
- ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP
- ALL TRUSSES SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT APPROVAL OF ENGINEERING
CALCULATION.
- ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION.
- ALL ROOF FRAMING 24" O.C.
- ALL OVERHANGS 12"
-ATTIC VENTILATION REQUIRED.
FOUNDATION,
-ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL. STEP FOOTINGS AS REQUIRED TO MAINTAIN REQUIRED
DEPTH BELOW FINISH GRADES
- CONCRETE DESIGN BASED ON ACI-318-02 -FOOTINGS SHALL BE PLAIN CONCRETE LINO (f = 3000psi @ 28 DAYS)
- ALL FOOTINGS SUPPORTING STRUCTURE SHALL BEAR BELOW FROST LINE - CONSULT BUILDING DEPARTMENT FOR
MIN DEPTH
- ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESSURE
TREATED SOUTHERN PINE #2
- FASTEN SILL PLATES TO FOUNDATION WALLS W/ 1/2" DIA ANCHOR BOLTS @ 6'-0" O.C. (OR SIMPSON MAB-23, 7-MAX"
COATED STRAPS @ 2'-9" O.C.) W/ A MIN OF 2 PER PLATE, 12" MAXIMUM FROM PLATE ENDS.
- CONCRETE MASONRY UNITS SHALL BE ASTM C270, TYPE S CMA DESIGN BASED ON ACI 530-99 & ACI 530.1-99
- SLAB ON GRADE - 4" CONC. SLAB, STRAIGHT PORTLAND CEMENT, 3500psi W/ FIBERMESH ON 6 MIL VAPOR BARRIER ON 4"
- INSTALL SILT FENCE PRIOR TO ANY EXCAVATION OR CONSTRUCTION.
- MINIMIZE SITE DISTURBANCE BY TIGHT CONTROL OF EXCAVATION LIMITS.
- ALL EXPOSED SOIL SHALL BE MULCHED WITH STRAW OR WOOD CHIPS TO MINIMIZE
SOIL EROSION. NO SOIL SHALL BE LEFT IN AN EXPOSED CONDITION. IT IS
RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCK PILE OF THIS MATERIAL
ON SITE FOR QUICK APPLICATION.
- HYDROSEED WITH A WOOD CELLULOSE FIBER MULCH APPLIED AT RATE OF
2,000#/ACRE. USE AN ORGANIC TACKIFIER AT NO LESS THAN 150 #/ACRE OR PER
MANUFACTURE'S RECOMMENDATION IF HIGHER. APPLICATION OF TACKIFIER SHALL
BE HEAVIER AT EDGES, IN VALLEYS AND AT CRESTS OF BANKS AND OTHER AREAS
WHERE SEED CAN BE MOVED BY WIND OR WATER.
- DISPERSION TRENCHES SHALL OVERFLOW ONTO NATIVE UNDISTURBED GROUND.
NO SITE DISTURBANCE BELOW TRENCHES.
BRACED WALL NOTE:
TO COMPLY WITH VRC 2015 SECTION R101.1, THESE PLANS ARE DESIGNED W/ CS/WSP
CONTINUOUS SHEATHING WOOD STRUCTURAL PANELS FOR BRACED WALL PANELS
INTERIOR BRACED WALLS:
INTERIOR BRACED WALLS (IBW) SHALL BE METAL CROSS BRACING STRAPS PER R602.10.2.1
INTERMITTENT BRACED WALL METHOD "LIB", INSTALL PER MFGR. INSTRUCTIONS
HEADER NOTE:
- ALL INTERIOR AND EXTERIOR BEARING HEADERS ARE (2)2X8 MIN UNO ON THE FIRST FLOOR
- ALL INTERIOR AND EXTERIOR BEARING HEADERS ARE (2)2X6 MIN UNO ON THE SECOND FLOOR
INSULATION
- WOOD FRAMED WALLS TO BE R-15 MIN.
- FLOORS TO BE R-19 BATT MIN
- CEILINGS TO BE R-38 MIN
- SLAB TO BE R-10 FOR 24" MIN
- BASEMENT WALLS TO BE R-10 CONT. OR
- R-15 CAVITY ONLY MIN
STAIR & RAIL NOTES
- STAIR TREADS SHALL BE 9" MIN PLUS V NOSING (TYP)
- STAIR RISERS SHALL BE 7 3/4" MAX
- ALL HANDRAILS SHALL BE 34" MIN TO 38" MAX ABOVE NOSING (TYP)
- ALL HANDRAIL GRIP SIZES SHALL BE 1.25" DIA MIN TO 2" DIA MAX
- ALL GUARDRAILS SHALL BE 36" MIN ABOVE FLOOR (TYP)
- ALL BALUSTERS SHALL BE CONSTRUCTED TO NOT PERMIT A 4" DIA SPHERE TO PASS (TYP)
- ALL HANDRAILS, GUARDRAILS, & BALUSTERS EXPOSED TO THE WEATHER SHALL BE PRESSURE
TREATED
- PROVIDE EXTERIOR GUARDRAILS FOR PORCHES AND/OR STOOPS WHEN PORCH HEIGHT IS 30"
OR GREATER
- PROVIDE HANDRAILS AT EXTERIOR STEPS WHEN THERE ARE 4 OR MORE RISERS
NOTE: ALL NOTES TYPICAL LINO BY CODE
DOOR & WINDOW NOTES
- ALL DOORS SHALL BE HOLLOW CORE UNO ON PLANS
- ALL INTERIOR DOORS SHALL BE PAINTED. BARN DOORS SHALL BE STAINED. ENTRY DOOR TO
BE DEFINED BY OWNER/DESIGNER PRIOR TO ORDERING.
- EXTERIOR EXIT DOORS WILL BE 36" MIN. NET CLEAR DOORWAY SHALL BE 32" MIN. DOOR SHALL
BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR
EFFORT. GLAZING SHALL BE DUAL PANE SAFETY GLASS WITH MIN U-VALUE OF 0.60
ELECTRICAL, DATA, & AUDIO NOTES:
ELECTRICAL:
- OWNER/DESIGNER SHALL DO A WALK-THRU WITH RELEVANT INSTALLERS TO VERIFY EXACT
LOCATION FOR OUTLETS, LIGHTS, SWITCHES, CABLE, DATA, PHONE, AUDIO, ETC.
- ELECTRICAL RECEPTACLES IN BATHROOMS AND KITCHEN SHALL BE G.F.I. ORG. F.I.C. PER
NATIONAL ELECTRICAL CODE REQUIREMENTS.
- PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING
BATHROOMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER -CONNECT SMOKE
DETECTORS SO THAT, WHEN ANYONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY
BACKUP FOR ALL UNITS.
- CIRCUITS SHALL BE VERIFIED WITH OWNER/DESIGNER PRIOR TO WIRE INSTALLATION.
- FINAL SWITCHES FOR TIMERS AND DIMMERS SHALL BE VERIFIED WITH OWNER/DESIGNER.
- FIXTURES TO BE SELECTED BY OWNER/DESIGNER.
DATA/CABLE/AUDIO:
- IF REQUIRED, LOCATE SPEAKERS AND AUDIO CONTROLS AS DIRECTED BY OWNER; RUN
CIRCUIT OF SPEAKER WIRING TO AUDIO HOME PANEL LOCATED IN MEDIA CLOSET.
- AUDIO SPEAKERS TO BE APPROVED BY OWNER.
- LOCATE JACKS AS INDICATED BY OWNER; INSTALL DATA / CABLE PANEL SIMILAR TO "ON Q".
SYSTEM TO BE APPROVED BY OWNER.
TRUSS NOTES:
1. ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP.
2. ALL TRUSSES SHALL BE INSTALLED & BRACED TO MANUFACTURERS SPECIFICATIONS.
3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OF
ENGINEERING CALCULATIONS.
4. ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION.
5. NON BEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS BOTTOM CHORD W/ SIMPSON
STC TO INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL.
6. ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY
TRUSS MANUFACTURE.
7. ALL ROOF FRAMING 24" O.C.
8. ALL ROOF PITCH, SEE ROOF PLAN
9. SCISSORS TRUSS CEILING PITCH, SEE ROOF PLAN.
10. TRUSSES MANUFACTURED BY:
11. ALL OVERHANGS 12" UNLESS OTHERWISE NOTED ON ROOF PLAN
ATTIC VENTILATION:
AREA /300
PROVIDE 1" MIN. AIR GAP AT EAVES WITH INSULATION BAFFLES TYP. AT ALL
TRUSS BAYS.
PROVIDE GABLE VENTS ALL GABLE ENDS.
PROVIDE GALV. ROOF VENTS ON BACKSIDE OF ROOFLINE ABOVE CONDITIONED
AREA.
DOOR AND CASED OPENING SIZE EXAMPLES
MATERIAL LEGEND
—
CMU METAL ROOFING
12080 CO 2668
® BRICK
2'-6" WIDE
CONCRETE
12'-0" WIDE J
6'-8"HIGH
8'-0" HIGH
® STONE
�p
® BATT INSULATION
® SPRAY FOAM INSULATION
EXAMPLE: 2'-2" RO
EXAMPLE: 2'-0" DOOF 0
O
BOARD & BATTEN SIDING
CO u? FRAME RO 3" LARGER
FRAME RO 2" WIDER THAN DOOR/CO SIZE
® SHAKE SIDING
W uj INDICATED ON PLANS
THAN DOOR / CO SIZE J J
INDICATED ON PLANS
x
HORIZONTAL SIDING
PLAN VIEW W SECTION VIEW
® ASPHALT SHINGLES
DOOR & CASED OPENING INTERIOR FRAMING INFORMATION
BLOCKING IN LINE
WITH 16" OR 24" OC
STUD LAYOUT
' 4 1/2" REQUIRED
4
LEAD
FRAME&JAMB
DOUBLE
3-1/4" CASING, B.S.
HORIZ 2x4
DOOR OR CO
HEADE
(SIZE & LOC.
PER PLAN)
OOOROPNG
BLOCKING IN LINE
3-1/4" CASING 3" REQUIRED
LEAD
WITH 16" OR 24" OC
STUD LAYOUT
INTERIOR NON -LOAD
=
BEARING DOOR OPENING
FRAME &JAMB
2-1/4" CASING, B.S.
REFER TO S1
DOOR OR CO
FOR HEADER
(SIZE & LOC.
SIZE
PER PLAN)
OOO R
2-1/4" CASING
OPNG
INTERIOR LOAD BEARING
FRAMING LEAD - TYPICAL CASING
DOOR OPENING
(*CONFIRM LEAD W/ SUPERINTENDENT PRIOR TO FRAMING)
01 VARIES - REFER TO PLANS
O O O O
O O
10
I O O O
1'-3 1 /2"
EXAMPLE: 6'-0"
LOCATIONS FOR TOILET AND
V-3 1/2" SINK FIXTURES ARE PER CODE
10 UNO ON PLANS.
EXAMPLE: 6-2" (VANITY LENGTH PLUS 2")
It A
DIMENSIONS ARE TO
LINE OF DIMENSION
TAKE INTO
FRAMING AND TA
GYP BD TO FRAMING
ACCOUNT 1/2" GYP BOARD FOR
CLEARANCE REQ'D BY CODE
REQUIRED FRAMING CLEARANCE
TYPICAL BATHROOM FIXTURE LOCATION
AT BATH VANITY
LEGEND
SMOKE/CARBON
MONOXIDE DETECTOR
INT WOOD FRAMED WALL
BRICK WALL
CMU WALL
WORK OVERHEAD OR
HIDDEN
3osa DESIGNATES SIZE AND/
OR TYPE OF DOOR
DESIGNATES SIZE AND/
OR TYPE OF WINDOW.
3050 TEMP "TEMP" DESIGNATES
TEMPERED GLAZING
1 PLAN, SECTION, DETAIL
A10 OR ELEV DETAIL NUMBER
��^ DIRECTION OF CUT PLAN
(IF APPLICABLE)
A10 SECTION OR ELEV NUMBER
SHEET WHERE VIEW IS
LOCATED
BRICK LINTEL SCHEDULE
NO.
OPENING SIZE
STEEL ANGLE SIZE
L1
UP TO T-6"
3 1/2" x 3 1/2" x 1/4"
L2
UP TO 6-0"
5" x 3 1/2" x 5/16" L.L.V.
L3
UP TO 8'-0"
6" x 3 1/2" x 3/8" L.L.V.
OVER 8'-0" - CONSULT ARCHITECT
NOTES:
1. STEEL LINTELS SHALL BE ASTM A36
2. ALL LINTELS SHALL HAVE A MIN 8" BEARING UNO
3. ALL LINTELS SHOULD BE HOT DIPPED GALV
EROSION CONTROL NOTES:
- INSTALL SILT FENCE PRIOR TO ANY EXCAVATION OR CONSTRUCTION.
- MINIMIZE SITE DISTURBANCE BY TIGHT CONTROL OF EXCAVATION LIMITS.
- ALL EXPOSED SOIL SHALL BE MULCHED WITH STRAW OR WOOD CHIPS TO MINIMIZE
SOIL EROSION. NO SOIL SHALL BE LEFT IN AN EXPOSED CONDITION. IT IS
RECOMMENDED THAT THE CONTRACTOR MAINTAIN ASTOCK PILE OF THIS MATERIAL
ON SITE FOR QUICK APPLICATION-
- HYDROSEED WITH A WOOD CELLULOSE FIBER MULCH APPLIED AT A RATE OF
2,000#/ACRE. USE AN ORGANIC TACKIFIER AT NO LESS THAN 150 #/ACRE OR PER
MANUFACTURE'S RECOMMENDATION IF HIGHER. APPLICATION OF TACKIFIER SHALL
BE HEAVIER AT EDGES, IN VALLEYS AND AT CRESTS OF BANKS AND OTHER AREAS
WHERE SEED CAN BE MOVED BY WIND OR WATER.
- DISPERSION TRENCHES SHALL OVERFLOW ONTO NATIVE UNDISTURBED GROUND.
NO SITE DISTURBANCE BELOW TRENCHES.
tu
m
tu
N
O
IL
Ci
to m
�oz
fY m W
o � O LU
LL
n�
!L w
O X
°- <
� � V
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
Q
z
W
Z
30X30X12 GONG.
FT6. UNDER POSTS
20'
18'-9 1/2
--------
-r---------------
GARAGE V2„I
4" GONG. SLAB YV/ (1) LAYER 6X6 Y41 AX1.4 YVWF.
WELDED WIRE FABRIC TYP. ON 6 MIL POLY I
VAPOR BARRIOR ON 4" CRUSHED STONE ON
95% COMPACTED 501L OR VIRGIN SOIL.
I
to I
a
O
I
OF
N�
I
10"
4
17 510ING TYF.
30X30X12 GONG.
FT6. UNDER POSTS
1
4
51DI G TYP.
1 1/2"
OFF5E
ry— V \'IT-- N
- - - - - - - - - - - - - � - -
------------- --
L
1 GARAGE 1
4" GONG. SLAB YV/ (1) LAYER 6X6 Y41 AX1.4 YVWF. 1
1 WELDED WIRE FABRIC, TYP. ON 6 MIL POLY 1
VAPOR BARRIOR ON 4" CRUSHED STONE ON I
95% COMPACTED 501L OR VIRGIN SOIL. 1
I I
I mo I
I oo I
I I
11n„
30X30X12 GONG.
FT6. UNDER P05T5
18'-11"
— — — — — — — — — — — — — — — --
---------------'ti
GARAGE
4" GONG. SLAB WI (1) LAYER 6X6 W1 AX1.4 YVWF.
WELDED WIRE FABRIC TYP. ON 6 MIL POLY
VAPOR BARRIOR ON 4" CRUSHED STONE ON
95% COMPACTED 501L OR VIRGIN SOIL.
m�
N Oo
W
IL
O
OF
N�
19'
1/2"1
I!
R1610 INSULATION„ MIN 24"
RIGID INSULATION„ MIN 24"
HORIZ.
BENEATH SLAB, TYP.
I
I
I
I
HORIZ. BENEATH SLAB, TYP.
I
1
yaw-------------
I
I RIGID INSULATION„MIN 24"
I
I------------Zo
--
HORIZ. BENEATH SLAB, TYP.
r
r
- ------ ---
L--------------_
1
-J
r_�
1
I.
j__
I
I
I
1
F-.-----------�...,
1
I"
SLAB
I
I
I
8
I
SLAB
THICKENED SLAB
SLAB FBLU5HEEN
UNITE,
STE
UNi
PEN
s
I L J
THICKENED SLAB
1
—
t
I
I
I
-�
3'-'I 1/4'
UNDER BEABEA RING MALL
UNDER BEARING YVALL
ABOVE
1.
ABOVE (TYP)
n l
I
I
m
I
n l
I "
1
Y-'I 1/4"
THICKENED SLAB
I
RIGID INSULATION,
RIGID INSULATION,
I
I
UNDER BEARING MALL
I
MIN 24" HORIZ.
_ MIN 24" HORIZ.
q 8
ABOVE (TYP)
BENEATH SLAB, TYP.
1
BENEATH SLAB, TYP.
-4 -4
I
30X30X12 GONG.
p
'L FT6. UNDER PO5T5 fE
4 ABOVE. 4
-4 20, -4
5101NG TYF. 51DING TYJ
S' 19'-9"
1 1 /2" 1
FF5ET OF
II
- - - - - - - - - - - - - - -
F
GARAGE I
4" GONG. SLAB YV/ (1) LAYER 6X6 Y41 AX1.4 YVWF. 1
WELDED WIRE FABRIC TYP. ON 6 MIL POLY 1
VAPOR BARRIOR ON 4" CRUSHED STONE ON I
95% COMPACTED SOIL OR VIRGIN SOIL. 1
I I
I go I
I mo I
I oo NI
I 19 I
.....
1 1 ETVdEEN BETWEEN RIGID INSULATION, I - _" . -
PPED FLU5H MIN 24" HORIZ. I --
13'-2" - ITS- uNrcS- BENEATH
rI —wLLy
� I SLAB, TYP.
5,
1 I , 3_2„
5T4 1
STONE. ry a 2
L----J L---.---.------
o O<41 AR
LINE OF STONE VENEER, TYP ry — — — J L - — — — J LINE OF STONE VENEER, TYP Ii
LINE OFFOOTING,TYP----------------------- 1/2" LINE OF OOTIN6,TYP
- - - - - - - - - - - - - - - - - - -
OFF5ET OFF5ET OFF5ET
1Y-b 1/2" 5'-1 1/2" 8"� 13'-1 1/2" `8'�=F-61/2 8" 1Y-b 1/2"
t t t t
RI610 INSULATION„ MIN 24"
HORIZ. BENEATH SLAB, TYP
L------
J
v7------- —
I
I
I
I
SLAB
I
I
PBLUSHEEN
STEP
EI
UNITS
UNIT
I -
I
1
i-
I
J THICKENED SLAB
„I 1/4„�
UNDER BEARING WALL
1
q 8 ABOVE (TYP)
n
-4 -4
BETWEEN
BETWEEN R1610 INSULATION,
I
EP ED FL s MIN 24" HORIZ.
BENEATH SLAB, TYP.
4
1
to O;�I
I
I
L
L—f —
L--------=--=j
5'-1 1/2" �8" 13'-1 1/2"
30X30X12 GONG.
FT6. UNDER PO5T5
— �/
— — — — — — — — — — — — —*—
----------------
1 1n"
1FFSE-
30X30X12 GONG.
FT6. UNDER POSTS
ABOVE.
19'-2 1/:
1 1--------------
11n„ GARAGE 1 „I _---------------- 1
4" GONG. SLAB NU (1) LAYER 6X6 W1.4X1.4 WN1F.
I WELDED WIRE FABRIC TYP. ON 6 MIL POLY I I GARAGE I
I VAPOR BARRIOR ON 4" CRUSHED STONE ON I I
95% COMPACTED 501L OR VIRGIN SOIL. 4" GONG. SLAB YV/ (1) LAYER 6X6 W1 AX1.4 YVWF.
I I I WELDED WIRE FABRIC TYP. ON 6 MIL POLY I 1
VAPOR BARRIOR ON 4" CRUSHED STONE ON I
I p I I 95% COMPACTED 501L OR VIRGIN SOIL. I 1
I Lu I I I
I my �I I mo I I
I I I lu I
I I I I I
I I I I I
19' 18'-10"
I I
RIGID INSULATION„ MIN 24" 1 1 1 1
HORIZ. BENEATH SLAB, TYP. x
xI I n
I I I I m
L------�--------� J 1 R1610INSULATION„MIN 24" I m
1 HORIZ. BENEATH SLAB, TYP. I
--- ___—_._.-._ L---------------�J
F..---.--- -- --=-,
SLABXx
I I I
BE EEN BETWEEN I
L -1THICKENED SLAB 15TE FED FLUSH SLAB
+3-91/4"—�' UNDER BEARING YVALL IUNI 5 UNITS 1 1 _ 1
ABOVE (TYP) I I
THICKENED SLAB L
I RIGID INSULATION, � 1 I
MIN 24" HORIZ. I ry UNDER ABOVE BEARING YVALL
BENEATH SLAB, TYP. I
RIGID INSULATION,
— I MIN 24" HORIZ. I
1 1 I BENEATH
o se ai sa 1 13'_2" —
I 5 1
.L__. _.. �. I I oJSLAB I
- - - - - - - - - -
ry LINE OF STONE VENEER,TYP L------------J L----J
LINE OFFOOTIN6,TYP 31/'� -------------------
J
- - - - - - - - - - - - - - - - - - - - - -
OFF5ET OFF5ET
1 Y-b 1/2" �" 13'-1 1/2"
5TRIF FOUNDATION FLANS - LOT5 54-59
5GALE: 1/4" = 1'-0"
d)
w
}
O
m
=
m
p
tu
v
�
�
N
IL
ci
Z
O
to
m
tu
O z
coW
m
1L
IL
LU
nOn
(L
W
A
�
V
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
w
Q
0
Z
O
U
Lu
w
0
O
Z
In
z
z
O
p
o
�
Z
N
W
LL
Q
o
z
o
�
SHEET:
A-1 A
6Xb PT POST ON 20" VIA.
GONG. 50NOTUBE TO
TYP. DECK FRAMING PLAN
5GALE: 1/4" = 1'-0"
20, 20, 20' 20' 20' 20'
r NOTE: GARAGE DOOR F
/ FINISHED ROUGH OPENING
w
LINE OF DECK
ABOVE/ TO BE16'-3"xb'-1"H LINE OF DECK ABOVE LINE OF DECK ABOVE
18' ❑ ❑ 18, ❑ ❑ 18' ❑ ❑
LINE OF DECK ABOVE I LINE OF DECK ABOVE L(�� � :0 7,1 I
19'-1" LINE OF DECK ABOVE
ILI
19'-2 1/2" F 19'-1" 7 18' 9'-6 1/2" 9'-6 1/2"
9'-11/4" 9'-11/4" 14 18 "I 9'-61/2" 9'-61/2"
16oao 19' 1" 9'-6 1/2" 9'-b 1/2" 16080
9'-6 1/2" 9' 1/2" — — — — — — ——16080- — — — — — — — — — — — — — — — — — — — — — — — —
160e0 4" GONG. SLAB YV/ 6X6
4"GONG.SLABYV/6X6 -- _16080_ — — —
— — — _______________ W1.4XY41.4 V%NFON
W1.4 X Y41.4 WYVF ON 4" GONG. SLAB YV/ 6Xb 6 MIL POLY VAPOR
b MIL POLY VAPOR 4" GONG. SLAB YV/ 6Xb BARRIER ON 4"
:n BARRIER ON 4" Y`11.4 X Y41.4 WYVF ON VV1.4 X YV1.4 WYVF ON 2 GRAVEL BASE, TYP.
GRAVEL BASE, TYP. b MIL POLY VAPOR 6 MIL POLY VAPOR
4" GONG. SLAB W/ bX6 BARRIER ON 4" BARRIER ON 4"
9 1/2" Y41.4 X Y41.4 YVWF ON GRAVEL BASE, TYP. GRAVEL BASE, TYP.
19'-2 1/2" 6 MIL POLY VAPOR
USE DOUBLE 2X4 STUDS BARRIER ON 4" 19'-1" 19'-1" 3 1/2"
&RAVEL BASE, TYP.
—EXTERIOR YVALL5,FIRST --------19,_,,,i L — — — — — — — — — — — — — — — — — L-----------------�
FLOOR ONLY
iV GARAGE GARAGE----------------� GARAGE
1/2" FIRE RATED GYP. BO. ON 1/2" FIRE RATED GYP. BD. ON 1/2" FIRE RATED GYP. BD. ON 6
YVALL5 SEPARATING GAR. VVALL5 SEPARATING GAR. GARAGE
GARAGE n WALLS SEPARATING GAR.
FROM HOUSE & 5/8" FIRE � FROM HOUSE & 5/8" FIRE q FROM HOUSE & 5/8" FIRE
Q RATED GYP. BO. ON CEILING 1/2" FIRE RATED GYP. BD. Ot I RATED GYP. BD. ON CEILING 1/2" FIRE RATED GYP. BD. ON RATED GYP. BD. ON CEILING
HABITABLE ROOMS ABV. YdALL5 5EPARATIN6 GAR. _ _ _ PV HABITABLE ROOMS ABV. YVALLS SEPARATING GAR. _ _ kV HABITABLE ROOMS ABV.
FROM HOUSE & 5/6" FIRE FROM HOUSE & 5/5" FIRE
RATED GYP. BD. ON GEILIN NOTE: 1/2"GYP.BO. TO RATED GYP. BD. ON CEILING
_ NI/ HABITABLE ROOMS ABV. BE CONTINUED BEHIND _ _ kV HABITABLE ROOMS ABV.
LANDING AIT CORE &
20 MIN FIRE NOTE:V2"G'P.BO.TO _ 20 MIN FIRE NIALLAREAs,TYP — — 20 MIN FIRE
RATED DR Y41 BE c NTINUED BEHIND RATED OR kN1 RATED DR kV/
SPRING HINGES 5TAdR ETRINGERB — 5PRING HINGES — — 5PRIN& HINGES
LAN ING AT CORE
20 MIN FIRE HALL AREAS, TYP — — — 20 MIN FIRE — — v
5_7q�
_ z RATED DR" z — — — — RATED DR W/ z
�286a bobs — — SPRING HINGES �2aba bobs — — — SPRING HIN5 Z2668 bobs
' 6' " 8'-9 1 r2"It
q, 4' 6
m HNH )MECHANICAL -m
n
P
x
n
3
n
N
m
v
BYq ALL & 2,I I o
in
2668
3680 ��
2'-7 lrA 2'-V'
4 / " 5'-31/2" 4" 2-1"3
1
�Ij A-24
'L
30565H 50565H
T-4 1/2" I 3'-Y 4'-b 1/2"
11'-2..
WE rid-�
�I
■—�
UP
T-1 1/2" 2668
FOYER
/2"
30565H 3l
4 3 11 _2
1 2
BEDROOM 4
n in
30565H 30565H
4'-b 1/2"
65H
10" 50. COL. 4 31n" R
(TYP. OF 2)
61
11
I
7'-7 1 /2"
4
PORCH
ry v�
R
�3600
3 1 r1"
30565H 30565H
1/2"
11'-2"
GA
1/2" —+
4
PORCH g
v
3600
3 1 r1"
30565H 30565H
in
19'-2 1/2"
T-7 1/4" 1T-1 1/4"
16oeo
4" GONG. SLAB YV/ 6Xb
Y41.4 X Y41.4 WYVF ON
b MIL POLY VAPOR
BARRIER ON 4"
GRAVEL BASE, TYP.
19'-2 1 /2"
USE DOUBLE 2X4 STUDS
_ _ _ _ _ _ _ _EXTE_ONLY
YVALLS, FIRST
FLOOR
GARAGE
1/2" FIRE RATED GYP. BD. ON
YVALL5 SEPARATING GAR.
FROM HOUSE & 5/5" FIRE
RATED GYP. BD. ON CEILING
YV/ HABITABLE ROOMS ABV.
o
20 MIN FIRE
RATED OR YV/ —
SPRIN& HINGES-
4'-6"
WA
U
in
MF(.HANI(.41 H� z
o
HV
in
e I � I
in
BATH 3 g
2666
Im
# y
L
Q �
30565H 30565H
4'-b 1/2" I Y-3" I Y-4 1/2"
11'-2..
n
Q
FOYER
V
v
1
1r1"
3 1 i2" 4" 4 1 2'
1
A-24 1
5TRIP 15T FLOOR PLANS - LOT5 54-5q
50ALE: 1/4" = 1'-0"
m
v
Z
LL
IL
w
�
X
� �
V
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
w
Q
0
z
O
U
N
w
cl
O,
z
Z
z
J
O
J�
K
V
N
�
w
Q
(�
_z
0
SHEET:
A-1 B
fE
18'
11Fr.K
19'-b 1/2,, 7'
3'- 1" 4'4" 4'-4" } 3'-8" 1— 3'-8 1 n"
244b5H 30605H 50b05H
3068 W 1'
TRNSM
iV
F
2bb8
N
in
2668
v
6 —
m
m
i4
4'-b" m l I ry
g m
Ij i I Id
0
__ _____
GOURMET
m KITCHEN n�
IL �JI m
O
I u I
I A I
BEARING CHASE
WALL LOCATION
19'-2 1n"
2 FLUSH LVL
b'-8" b' b'-6 1/2"
30605H ;n 30605H
24605H 246I05H
Y-2" 3'-01/2"
6'-2 1 /2"
19'-b 1/2"
20,
17-1
4'-4" 4'-0"
Y-8" — 3'-8
1
2"
244b5H
30605H 50b05H
31'
RN
TRNSM
5'
13'-9
1 /2"
m
4-
DININC7
SEA
2668
Q
m
ICI
ry
2668
4
+-1'-8
n
n
4'-5 1/2"
r
in
ON
I:
o
IIa
I;
I
NOTE: 1/2" GYP. BO. TO
BE CONTINUED BEHIND
-- -
5TAIRBTRINGER5&
GOURMET
LANDING AT CORE
'
ry
WALL AREA5, T'P
m KITCHEN
1
0
I
I
@-J
L-
1
13'-2"
BEARING
CHASE
WALL
LOCATION
a
UP
TYP.
TYP.
n
v
FAMILY
4
1
-4
30605H 50W514 30605H 30605H
7
20,
18'
r)Fr.S
:u
20'
19'-1 7'
1 /2" — 4'-4" 4'-0" { 3'-3" — 3'-8 1 / " 4
24465H 30605H 50b05H
3065 W 1'
FlTRNSM
1/2"
*-1
26W
2668 4
0
4'-5 1/2"
I
rc
I
m
I
I
ON
Ij
o
I
NOTE: 1/2" GYP. BO. TO
BE CONTINUED BEHIND-�
� --
5TAIR 5TRIN6ER5 &
KITCHEN
LANDING AT CORE
WALL AREA5, T'P
I
I OmJI
I
I m
m
rc�
—
I $I
BEARING
CHASE
WALL
LOCATION
v
30605H
'd 3'-91/2" 5,_9„
18'
DECK
1 T-1"
1/2" 4'-0" 4'-0"
244b5H
� 3'-3"
30605H
� 3'-8
50b05H
TRNSM
TRN M
5'
1/2"
13'-9
ry
2668
_ II
ui m
ry
2668
L — — —
4'-5 7/16"
I m
m
NOTE: 1n'GYP. BD. TO
BE CONTINUED BEHIND--
-----
5TAIR 5TRIN6ER5 &
<
LANDING AT CORE
m
KITCHEN
WALL AREA5, TYp
I
ml
O
m
Lm
I
nl
BEARING CHASE
WALL LOCATION
7 _
-4 TM
UP
1 _
n 4 TM
FAMILY 1
4 TT in
1 FAMILY
4 TYP. v
FLUSH LVL
30605H 30605H
b'-b 1/2"6'� b'-b 1/2" iv
3OWS14 ;p 3OWS14
5,_9„ 3'-91/2" „17„ 4
24bI05H 24W5H
3'-01/2" 5-2" 1'-11"-'f�2'-10"-41'-11" 3'-2" 3'-01/2"
6'-2 1/2" b'-8"
19'-1" 1fi"
20' 20'
18'
11Fr.K
20,
1/2" 4'-4" 4'-4" 3'-3" — Y-8 1/2"
244b5H 30605H 50b05H
30b8 W 1'
TRNSM
ry
F
2668
J g
_ m
UP
v
2668
r-1 -
i4
4'-5
I
m
I
I
5'-10 1/16"
El
it
NOTE: in" GYP. BD. TO
I
BE CONTINUED BEHIND
----
-- -
5TAIR5TRINGERS&
GOURMET
LANDING AT CORE
KITCHEN
I rc
a
WALL AREAS, TYP
m
l
I m
®m
z
o
I
I
�
m
I
I
1201.
BEARING
CHASE
WALL
LOCATION
7
-4
1
-4
a
in
FAMILY
m
30605H 30605H 30605H
3'-3" 3'-3" b'-3 1 /2"
19'-1"
20' -
DEC,
19'-6 1/2,,
1/2"31_31, 4'-4" 4'-0"
30605H 30605H 24465H
73oP6N
6W/1TSM
13' 10" 5'-d
e�
u
I
I
I
I
5'-10"
n
m
I
I
of
I
:I
IGOURMET
-
m
A
IKITCHEN
I
I m
I
I � I
LOCATION
1n"
BEARING
WALL
90605H
50605H
90605H
50605H
7
4'-8"
5'-11/2"
19'-6 1/2"
20,
STRIP 2ND FLOOR PLAN5 - LOT5 54-59
SCALE: 1/4" = 1'-0"
a
in
I
LL
IL
LU
O
X
!�
�
J W
w
A
�
V
ISSUE DATE:
11 /8/22
REV. DATE:
11 /8/2022
w
Q
0
Z
O
U
N
W
0
O
Z
(,1711
z
0
0
z
�
o
LL
Q
z
N
cV
w
Q
O
z
Q
�
�
0
SHEET:
A-1 G
+ 19'-b 1/2"
}� 5-2 1/2" b'-2 1/2" 1 6-2 1/2"
wlo0 W0 H 30505H
STRIP 3RO FLOOR PLAN5 - LOT5 54-59
5GALE: 1/4" = 1'-0"
Qy�
1
LL
n�
IL
LU
O
I
� �
V
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
W
Q
0
z
0
U
N
W
0
O
z
N
Z
O
z
o
�
LL
CL
�
Q
W
m
Q
z
o
�
SHEET:
A-1 D
I I I I I I I
---------------------! --------------
------ I !---------------------
7
3'-1 1 /2"
BEARING WALL
2X6 BEARING WALL
2X6 BEARING WALL
MECHANICAL / o
MECHANICAL /
STORAGE in
STORAGE
MEGHANIGAL /
2669
STORAGE in
2665
z666
7
LINE OF SLOPED
LINE OF SLOPED
CEILING
CEILING
�
13'-101/2"
LINE OF SLOPED
5-21/2
13'-10 1/2"
36" H. RAIL
CEILING
I
36" H. RAIL
c�
F-2 1 /2
13'-10 1 /2"
OPTIONAL LOFT
36" H. RAIL
OPTIONAL LOFT
I
�
I
OPEN TO BELOW
OPTIONAL LOFT r
OPEN TO BELOW
cv
OPEN TO BELOW
1
2X6 BEARING WALL
2X6 BEARING WALL
1
2X6 BEARING WALL
6068
6063
6-2 1 /2"
6-2 1 /2"
6065
OPTIONAL
6-2 1 /2
OPTIONAL
COVERED
n
COVERED
FRONT
P
FRONT
TERRACE
v
1
OPTIONAL
1
TERRACE
6
COVERED
ry
6
m
FRONT
m
12'-5"
3'
TERRACE
ry
3'
12'-5"
I
�
I
42" H.
42" H.
(GUARD RAIL
3
12'-5"
3'
(GUARD RAIL
8" COLUMN
I
EDGE OF FLOOR
ROOF OVERHANG
I
8" GOI�UMN 42" H. 1 8" COLUMN
GUARD RAIL — a
----- --� 8"COLUMN 8"GOI�l1MN-- -----
a: I cit
------- — — EDGE OF FLOOR/
EXT. WALL BELOW ROOF OVERHANG
I EDGE OF FLOOR / jcn I
I ROOF OVERHANG EXT. WALL BELOW I
EXT. WALL
2X6 BEARING WALL
2X6 BEARING WALL
2X6 BEARING WALL
MECHANICAL /
i
m
STORAGE
n
in
I
�
MECHANICAL /
o
I
I
MEGHANIGAL /
STORAGE
Fn
266e
STORAGE
2666
LINE OF SLOPED
1 2666
7=" --A
CEILING3
LINE OF SLOPED
1
5'-21/2
on'
LINE OF SLOPED
CEILING
1
36H. RAIL
"
CEILING
Q—
i�
36" H. RAIL
,-1 5'-21/2
13'-101/2"
36" H. RAIL
OPTIONAL LOFT
N
13'-101/2"
OPTIONAL LOFT
N
OPEN TO BELOW
OPTIONAL LOFT
OPEN TO BELOW
OPEN TO BELOW
2X6 BEARING WALL
I
2X6 BEARING WALL
I 2X6 BEARING WALL
bo66
6-2 1 /2"
606d
6066
I
/2"
I
I
6-2 1
OPTIONAL
6-2 1 /2"
GOVERED
ry
P
FRONT
2v
OPTIONAL
TERRACE
T
ry
OPTIONAL
GOVERED
ry
6
GOVERED
FRONT
P
m
FRONT
3'
TERRAGE
v
3'
12-5"
3'
TERRAGE
42" H.
m
GUARD RAIL
8" COLUMN
8" COLUMN
8"
COITUMN
42„ H
1
42" H.
GUARD RAIL
a
GUARD RAIL
—�
8"COLUMN
8"GO—
----
------
--�
8"COLUMN
-- —
— — — — — —
— — —
—
EDGE OF FLOOR/
my
---- ------------
ROOF OVERHANG
EXT. WALL BELOW
EDGE OF FLOOR /
jcn
EDGE OF FLOOR / `n
ROOF OVERHANG
LOT
EXT. WALL BELOW
56 - ELEVATION G
LOT
55 - ELEVATION H
ROOF OVERHANG EXT. WALL BE]
LOT 54 - ELEVATION G
5TRIP 4TH FLOOR PLAN5 - LOT5 54-59
50ALE: 1/4" = 1'-0"
in
r
Z
LL
IL
LU
X
W�•
w
a
�
V
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
w
0
z
O
U
N
w
0
O
z
SHEET:
A-1 E
O.H.
20, 20, 1 20, 20, 1 20, 1
L4- 4-A L4- 4'1 L4- 4'1
1 FRT PLYWD =O FRT PLYWD I I FRT PLYWD =O FRT PLYWD I I FRT PLYWD =O FRT PLYWD I
I I
jNOTE: FRP NOT REQ'D ON ROOF AT EXTERIOR WALL OF END UNIT
16:12 SLOPE
4' 4
FRT PLYWD
12:112 2
12:112
--%J
----
no
ROOF BELOW
16:12 SLOPE
pI
NOTE: FRP NOT REQ'D ON ROOF AT EXTERIOR WALL OF END UNIT
1
5TRIP ROOF PLANS - LOTS 54-5q
5GALE: 1 /4" = 1'-0"
O.H.
m
Y-
Lu
nOn
(L
� �
V
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
W
Q
0
z
O
U
N
W
0
O
z
z
(L
o
CL
�
CL
O
O
W
Q
z
o
�
SHEET:
A-1 F
I
VENT - STOP MIN
FROM INTERIOR END FROM EACH ENID 48
FR PLYWD FR PLYWD FR PLYYVD FR PLYWD
4' � 4' � 4� + 4'
RI or
VENT- STOP MIN 45"
FROM EACH END FR PLYYVD TFR PLYWD
VENT- STOP MIN 45"
FROM EACH END FR PLYWD FR PLYWD
— 4' �
VC VENT - STOP MIN
VENT- STOP MIN 45" FROM INTERIOR END
FROM EACH END RI 7EFR PLYWD FR PLYWD
4' — 4' {
I
I
I
I
I
TO_P OF FA IA
IIH IIIIIIII11m
I
3RD FLR TOP PLATE
WDW HD HGT.
?
oLill
I
3RD FLR SUBFI-Ri
2NO FLR TOP PLATE
— — — — — — —I
Y4DkN HD HGT.
LJIIL�I
)�/T
-----------
I
I
-
---------
I
I
I I I I I I I I I
I
�
1
I
ffiI11ffi1I11L:dI1ffi--
— —
I
I
E
1-H]Ell
F7f]
--------------------------
— — — — — — — — — — — — — --
m
q
I
m
v
�2NV FLR 5UBFLR
15T FLR TOP PLATE
El I
I
WDW HD HGT.
v
TOP OF SLAB
_
-I
�11 h 1 11 h
FE
I
LOT 5q
W/ ERT
- ELEVATION G
TERRAGE
LOT 58 - ELEVATION
W/ FRT TERRACE
G LOT 57
W/
- ELEVATIONE LOT
FRT TERRAGE W/
56 - ELEVATION
FRT TERRACE
G
LOT
W/
55 - ELEVATION H
FRT TERRACE
(-,-) 5TRIF FRONT
SCALE: 1 /4" = V-0"
LOT 54
W/
ELEVATION5 -
- ELEVATION
FRT TERRACE
LOT5
54-5q
G
Lu
nOn
!1�
w
a
�
V
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
w
Q
0
Z
O
U
N
w
0
O
z
0
z
O
}
w
--1
w
o
�
z
�
O
W
>L-
Q
Z
o
�
SHEET:
A-1 G
3RD PLOOI
m
Y 2ND FLOOI
V
2ND FLOOI
7 1ST FLOOF
o-
TOP OF 5LP
TOP OF FA5GIA — — —
3RQFL-QOR TOP PLATE —
HOT.
2ND FLOOR TOP PLATE —
WDW H AD HGT.
o-
TOP OF 5LAB — — — —
GONTINUOU5 RIDGE GONTINUOU5 RIDGE GONTINUOU5 RIDGE CONTINUOUS RIDGE GONTINUOU5 RIDGE GONTINUOU5 RIDGE
�icr it crno u.kl �, cer =. 1-.1 --- -. VFNT _ c.TnP MIN AA" VFNT _ STnP MIN AA" VFNT _ STnP MIN AW VFNT _ c.TnP MIN AA"
5TRIF REAR ELEVATION5 - LOT5 54-59
SCALE: 3/16" = 1'-0"
_ — — — — — — — — — — TOP PLATE LFT LVL GLG) i�
WDW HEAD HOT.
Y
4
i-
TOP OF FASCIA
----
_ _ — - — — —
— — — — — — — —
— L LOFT LVL. SUBFLOOR _ TOP OF FASCIA
— — — — — — — — 5RD FLOORTOPPLATE
HH
— — — — — — — r WDW HEAD HOT.
o m
— — — — — — — —
— — _ — — — — — — — — — — — —
— — — — — — — 3RD FLOOR SUBFLOOR
m
2ND FLOOR TOP PLATE Y
EH
III -
WDW HEAD HGT.
`
m
T
r
2ND FLOOR 5UBFLOOR
—
— — — — — — — —
— — — — — — — _ — — — —
—
_—
15T FLOOR TOP PLATE
T
— — — — — — — —
— — — — — — — — ----
_ _
WDW HEAD HGT.
TOP OF 5LAB
u
m
I�LU
nO
(L
� �
V
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
W
Q
0
Z
O
U
N
W
0
O
Z
LU
.Q
U I
z
o6
N
Lu
Z
W
lL
z
�LU
kD
W
SHEET:
LJ
Fo
LEFT 51DE ELEVATION "0" W/ FRONT TERRACE
SCALE: 3/16" = 1'-0"
RIGHT 51DE ELEVATION "C' W/ FRONT TERRACE
SCALE: 3/16" = 1'-0"
A-1 H
TOP OF FA50IA
m 3R0 FLOOR TOP PLATE
T-7
AD HOT
q
i
R 5UBFLOOR
_OOR TOP PLATE
W W HEAD HGT.
(FLOOR
PLATE
v
TOP OF SLAB — —
CONTINUOU5 RIDGE
VENT - 5TOP MIN 48"
FRT PLYWD FROM EACH END FRT PLYWD
8:12
El
❑ ❑
REAR ELEVATION "B"
d-") SGALE: 3/16" = 1'-0"
OF FA5CIA
�MD FLOOR:
WDWI
5RD FLOOR_',
T
T 2ND FLOOR'
WDWI
o-
2ND FLOOR!
15T FLOOR T
WDV
o-
TOP OF SLAB
LJ
51DE ELEVATION "B"
FA5GIA, TYP
FREIZE BO, TYP
:ORNER,TYP
H. GUARD RAIL, TYP.
CONTINUOU5 RIDGE
VENT - 5TOP MIN 48"
FRT PLYWD FROM EACH END \
❑ ❑
LOFT LVLGLG— —
8" 5U COLUMN-
42" H. GUARDRAIL i
LOFT LVL 5UBFLR
' 5RD FLOOR TOP PLATE
W W HEAD HGT.
m
m
m 4 I
5RD FL R 5UBPLOOR
n
2ND FLOOR TOP PLATE
HEAD HGT.
7—W---I
m _
v
I
2ND FLO R5U13FLOOR
v
TOP OF 5LAB — —
I
FRT PLYWD
5:12 8:12
❑ C"I
REAR ELEVATION "B" W/ TERRACE
5GALE: 3/16" = 1'-0"
GONTINUOU5 RIDGE 'F
VENT - STOP MIN 0"
FRT PLYWD FROM EACH END FRT PLYWDI
4'+ 4'}
8:12
I I
6" FA5GIA, TYP
'L GONTINUOU5 RIDGE 'L
VENT-5TOP MIN 48"
FRT PLYWD FROM EAGH END FRT PLYWDI
t4'4'
8:12
I I
6" FA50IA, TYP
1
10� �10 10� �10 to
Lu
" FASCIA, TYP 8" FREIZE BD, TYP 8" FREIZE BO, TYP I
TOP OF FA5GIA _ _ _ _ TOP OF FA5GIA
FRONT ELEV ONLY — — — — — — — — — j��FRONT ELEV ONLY }
3RD FLOOR TOP PLATE — — 3RD FLOOR TOP PLATE — — m
FREIZE BO, TYP
WDW HEAD HFYPON #DTLB6X4X6 GT. _ WDW HEAD HGT. _ m
'
(OR FYPON #17TLB6X4X6 (OR Ill 0
It
51M). (TYP OF 1 i) ® ® 51M), (TYP OF 11) > O N
O O j
6" TRIM, TYP. FRONT b" TRIM, TYP. FRONT m Q
o ELEV ONLY o ELEV ONLY
f N Z (SO
6" TRIM "1" b" TRIM WI1" Z_ X
OVERHANG, TYP OVERHANG, TYP tu O Z
5RD FLOOR 5UBFLOOR LLI
— — — — — — — — 5RD FLOOR 5UBFLOOR — ''(�nn m W
< 2ND FLOOR TOP PLATE — — — — — — — 6.5" VINYL 5HINGLE, TYP. q 2ND FLOOR TOP PLATE 6.5" VINYL 5HIN6LE, TYP. p V O K
— — — — — E — —
INDW HEAD HGT. — — _WDW HEAD HGT. — — —
HORIZONTAL SIDING. TYP. HORIZONTAL SIDING. TYP.
tA
4" GORNER.TYP _
i
/4" GORNER,TYP
CORNER,TYP
m
L L10" BAND BOARD ON 10" BAND BOARD ON METAL
METAL WRAPPED SILL, TYP VYRAPPED 51LL, TYP AT
H. GUARD RAIL, TYP. AT 5HIN6LE LOCATIONS. SHINGLE LOGATION5. 51ZE
51ZE 51M. TO STONE SILL 51M. TO STONE SILL
2ND FLOOR 5UBFLOOR , 2ND FLOOR 5UBFLOOR
a 15T FLOOR TOP PLATE 10" BAND BOARD ON 4 15T FLOOR TOP PLATE 10" BAND BOARD ON
PREGA5T SILL, TYP AT — — PREGA5T BILL, TYP AT
_WDW HEAD HGT. BIDING LOGATION5 WDW HEAD HGT. 510IN6 LOGATION5
10" TRIM - B T RIM 0X50Xb (TYP OF 2) - — — 10" TRIM _ _ 8" TRIM X50X6 (TYP OF 2)
b" TRIM b" TRIM
m _
o- 6" TRIM c 6" TRIM
PRECAST SILL Q PREGA5T BILL
5TONE VENEER, TYP Y 5TONE VENEER, TYP '
TOP OF 5LAB
TOP OF SLAB _ _ -.
------ — — — — — l�
4" TRIM ]a 4" TRIM 20
L
1 1 ,
LU
FRONT ELEVATION "B" W/ BDRM CL05ET Cjj-�A� FRONT ELEVATION "B" W/ STUDY X
SGALE: 3/16" = 1'-0" / 5GALE: 3/16" = 1'-0" IL <
vu
NOTE: FRONT TERRACE NOT
AVAILABLE WITH ELEVATION "B"
TOP OF FA5GIA
3RD FLOOR TOP PLA'
WDW HEAD HC
2ND FLOOR TOP FLA
WDW HEAD HC
v
TOP OF 5LAB
u
,� 510E ELEVATION "B" W/ REAR TERRACE
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
B,
Q
0
z
O
U
N
W
0
O
z
zZLU
VolO�
LL-
O
COLH
LU
�
Ul
Z
X�
LV
Lu
V
\D
Z
LU
W-
O
LU
lei
06
SHEET: A
A-2A
5GALE: 3/16" = 1'-0"
5GALE: 3/1F = 1'-0"
TOP OF FASCIA
FLOOR TOP PLATE
W W HEAD HGT.
m
m
m Q
F
3RD FL R 5UBFLOOR
y 2ND FLOOR TOP PLATE
W W HEAD HGT.
m -
m
m
P
- 2ND FLO R5UBFLOOR
m
Y 1ST FLOOR TOP PLATE
m
P
TOP OF SLAB
CONTINUOUS RIDGE CONTINUOUS RIDGE
VENT -STOP MIN 48" VENT - STOP MIN 48"
FRT PLYWD FROM EACH END FRT PLYWD FRT PLYWD FROM EACH END
4• 4' 4' f
8:12 8:12
4:12
° ° El
I I
I I I I I
REAR ELEVATION "G"
SCALE: 3/16" = 1'-0"
b" FASCIA,
b" FREIZE BD, TYP
b" TRIM, TYP ON FRONT
iGIA, TYP
ELEV ONLY
FYPON #5H2FP78X60 (OR
`_IZE BD, TYP
�I.
4" TRIM, TYP
BOARD &BATTEN
STANDING SEAM
METAL ROOF
b" TRIM, TYP \
\l.
FYPON BRACKET #
BKT20X24X5 (TYP OF 4)
12" BAND BOARD\
4" TRIM, TYP
7RNER,iYP
L
HORIZONTAL SIDING, TYP.
H. GUARD RAIL, TYP.4"
GORNER,TYP
I
10" W. PILASTER
I
I
VINYL CORNER,TYP
FRT
I
TOP OF FASCIA
WDW HEAD HOT.
_
I
ry
TOP OF FASCIA
3RD FLOOR TOP PLATE
WDW HEAD HGT.
nn
I
0
IL12 3RD FLOOR 5UBFLOOR
2ND FLOOR TOP PLATE
ff WDW HEAD HGT.
BOTTOM OF ROOF
TO ABUT WINDOW
TRIM
r
2ND FLOOR 5UBF
15T FLOOR TOPE
L WDW HEAD NEHGT.R, _
STONEVEETYP
i
m
V
f
TOP OF 5LA8
ZEGA57 SILL
FRONT ELEVATION " G" K BDRM GL05ET
SCALE: 3/16" = V-0"
TOP OF FASCIA _ _ _
� 3RD FLOOR TOP PLATE
WDW HEAD HGT.
- 3RD FLOOR SUBFLOOR
NO FLOOR TOP PLATE
WDW HEAD HGT.
v
m
2ND FLOOR 5UBFLOOR
15T FLOOR TOP PLATE
C
WDW HEAD HGT.
a
v
m
F
TOP OF SLAB
LJ
R CONTINUOUS RIDGE E
VENT -STOP MIN 48"
FRT PLYWD FROM EACH END FRT PLYWD
4' 1 4'
8:12 4:12
� I �
I I
I I
i I i
TOP OF FASCIA
b" FASCIA, TYP WDW HEAD HGT.
6" FREIZE BD, TYP aO
ry
4" VINYL GORNER,TYP m
6" TRIM, TYP ON FRONT TOP OF FASCIA
ELEV ONLY � 3RD FLOOR TOP PLATE
WDW HEAD HGT.
FYPON #SH 60 (OR
4" TRIM,IM, TYP
P
BOARD & BATTEN TYP. zOr s
4 aO
STANDING SEAM
METAL ROOF
b" TRIM, TYP 16 12 _ 3RD FLOOR 5UBFLOOR
2ND FLOOR TOP PLATE
WDW HEAD H
FYPON BRACKET# GT.
BKT20X24X5 (TYP OF 4) BOTTOM OF ROOF
12" BAND BOARD,,,,,,TO ABUT WINDOW
4" TRIM, TYP TRIM
HORIZONTAL SIDING,
4" GORNER,TYP----- r
2ND FLOOR 5UBFLOOR
15T FLOOR TOP PLATE
_WDW HEAD HGT.
STONE VENEER, TYP
10" W. PILASTER FHEHM-�
- m
R S
TOP OF SLAB
PRECAST SILL
(DjA
FRONT ELEVATION "G" W/ STUDY
SCALE: 3/16" = 1'-O"
■I■
p ■I■
MIN
■I■
010
■I■
MIN
_
�_
�M
I■
�_
■I■
I
II II
II
III
I
■■
■■
�;p%mod
•
1VIM
1�
�16
ON BRACKET#
BKT20X24X5 (TYP OF 4)
/4" GORNER,TYP
cu
o
=
m
lu
�
O
N
O
7
ci
Z
�o
to
m
tu
O z
m W
LIJ
m
1
n�
!J—
Lu
nO
IL
.Ljw
I
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
B,
Q
0
z
O
U
N
ul
0
O
z
z Z
11� O
!�
� W
z v�
O W
� Z
w W
z
Lu
< J Cl
w0)
SHEET:
51DE ELEVATION "G"
SCALE: 3/16" = 1'-0"
A-2 B I
OF FA5CIA
WDWI
- 3RD FLOOR'.
2ND FLOOR
WDWh
FLOOR T
WDV
TOP OF SLAB
LJ
6" FA5CIA, TYP
b" FREIZE BD, TYP
b" TRIM, TYP ON FRONT
ELEV ONLY
FYPON #5H2FP1 bX60 (OR 51M.)
4" TRIM, TYP
BOARD & BATTEN TYP.
STANDING SEAM
METAL ROOF
b" TRIM, TYP
FYPON BRACKET #
BKT20X24X5 (TYP OF 4)
12" BAND BOARD
4" TRIM, TYP
HORIZONTAL BIDING, TYP.--
4" GORNER,TYP,
10" Vd. PILASTER
8:12
GONTINUOU5 RIDGE
VENT -STOP MIN 45"
FQnM F (.N Flan . FRT PLYYW
3:12
_LOFT LVL GLG
DROPPED BEAM
HORIZ. SIDING, TYP.
8" SQ COLUMN
42" H. GUARDRAIL
LOFT LVL 5UBFLOOR
T P OF FA5CIA
�4�! 3RD FLOOR TOP PLATE <
WDW HEAD HOT.
r
o w
r
3RD FLOOR 5UBFLOOR
m
2ND FLOOR TOP PLATE
WDW HEAD HGT.
BOTTOM OF ROOF
TO ABUT WINDOW
TRIM
r
2ND FLOOR 5UBFI
15T FLOOR TOP F
L _WDW HEAD HGT.
,STONE VENEER, TYP
m
V
TOP OF SLAB
FRONT ELEVATION "G" 1N/ TERRACE ELEVATION "G" Yell TERRACE
'd-"/ 5GALE: 3/16" = 1'-0"
3RD FLOOR!
T 2ND FLOOR
WDWI
TOP OF SLAB
LJ
CONTINUOU5 RIDGE
VENT - 5TOP MIN 48"
LOFT LVL GLG
FA50IA, TYP
TOP OF FA5CIA
FLOOR TOP PLATE
W W HEAD HGT.
FREIZE BO, TYP
FLOOR TOP PLATE
W W HEAD HGT.
GORNER,TYP
H. GUARD RAIL, TYP.
FLOOR TOP PLAT
i73-Y�'�
REAR ELEVATION "G" W/ TERRAGE
5GALE: 3/16" = 1'-0"
m
n�
IL
LU
O
IL
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
W
Q
0
Z
O
U
N
W
0
O
z
zZ
�o
w}
'w
uwks)
=
z�v
w
W
�w�
}w�
fu
Q
w0
SHEET:
51DE ELEVATION "G" 1N/ FRONT TERRACE
50ALE: 3/1F = 1'-0"
SIDE ELEVATION "G" 1N/ REAR TERRACE
5GALE: 3/16" = 1'-O
A-2 G
TOP OF FASCIA
N _ _
W W HEAD HGT.
m
m
4
3R0 FLOOR TOP PLATE
2N0 FLOOR TOP PLATE
W W HEAD HGT.
m
m
Q
I
FLOPR 5UBFLOOR
FLOOR TOP PLATE
Q
TOP OF 5LAB
CONTINUOU5 RIDGE
VENT - 5TOP MIN 48"
FRT PLYWD FROM EACH END FRT PLYWD
8:12
1
I ❑ ❑ ❑ I
REAR ELEVATION 'IF"
SCALE: 3/16" = 1'-0"
FASCIA, TYP
FREIZE BO, TYP
:ORNER,TYP
H. GUARD RAIL, TYP.
W CONTINUOU5 RIDGE
'F VENT - 5TOP MIN 48"
FRT PLYWD FROM EACH END FRT PLYWD
4.4.
5:12
I
I
TOP OF FASCIA _ _ -
� BRD FLOOR TOP PLATE_
WDW HEAD HGT._
I
2NO FLOOR TOP PLATE
WDW HEAD HOT.
I
o-
r
I
2ND FLOOR 5UBFLOOR_ _
1ST FLOOR TOP PLATE
WDW HEAD HGT.
DROPPED BEAM
o-
r
TOP OF 5LAB _ _ _ L
FASCIA, TYP
FREIZE BO, TYP
I
W10
FYPON BRACKET#
/BKTl8Xl8X4 (TYP OF 5)
FYPON #5HMFH18X60 (OR 51M.)
BOARD & BATTEN TYP.
�12" BAND BOARD
- - -
- - - - - -
�HORIZONTAL 51OIN6, TYP.
0" COLUMN (TYP OF 5)
GORNER,TYP
K FYPON #
:15BT (OR 51M.), TYP
PRECA5T SILL
5TONEVENEER,TYP
FRONT ELEVATION 'IF"
Fu K BDRM CLOSET
SCALE: 3/16" = V-0"
P
TOP OF FA5CIA
LJ
CONTINUOU5 RIDGE
VENT-5TOP MIN 45" .r
FRT PLYWD FROM EACH END FRT PLYWD
4• i4•
5:12
I
10
I
TOP OF FASCIA
3RD FLOOR TOP PLATE
WDW HEAD HGT.
I
r
-m' o
I
3RD FLOOR WBFLOOR
7
2ND FLOOR TOP PLATE
WDW HEAD HGT.
I
o-
2ND FLOOR 5UBFLOOR
I
T
1ST FLOOR TOP PLATE
WDW HEAD HGT.
DROPPED BEAM
r
TOP OF 5LAB_
0
10" COLUMN (T(P OF 5)
FA5CIA, TYP
FREIZE BO, TYP
BRACKET #
18X4 (T(P OF 5)
FYPON #5HMFH18X60 (OR 51M.)
BOARD & BATTEN TYP.
�12" BAND BOARD
HORIZONTAL 51DING, TYP.
CORNER,iYP
"FYPON #
9BT (OR 51M.), TYP.
5T 51LL
VENEER, TYP
I I
FRONT ELEVATION 'IF" W/ STUDY
17
SCALE: 3/16" = 1'-0"
cu
L
}
m
m
lu
p
n
O
7
Z
O
to
m
tu
fY
O z
cow
�
Q K
p
m
n�nLu
!J�
nO
IL
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
B,
Q
0
Z
O
0_
U
N
ul
0
z
z
0)
V-- z
zp
}
�w
° w
z�
W �w
z > LLi
LUn
wks)
SHEET:
51DE ELEVATION 'IF"
SCALE: 3/16" = 1'-0"
A-20
Z
1
CONTINUOU
CONTINUOU5 RIDGE VENT- 5TOP MIN 48"
VENT - 5TOP MIN 48" FRT PLYWD FROM EACH END FRT PLYWD
FRT PLYWD FROM EACH END FRT PLYWDq
4'
I
8:12 I 3:12 8:12 3:12
I I
❑ ❑ ❑
LOFT LVL GLG— — — — — — — _ LOFT LVL GLG— —
BOPPED BEAM
b" FASCIA, TYP RIZ. 5IDING, TYP. -
-91
6 8" 50 COLUMN 8" 50 COLUMN 6
I 7Iffm
b" FREIZE BD, TYP r- {42" H. GUARDRAIL 42" H. GUARDRAIIJ f
LOFT LVL 5UBFLOOR - LOFT LVL WBFLOOR 6" FA5GIA, iYP
TOFF FA5CIA — — — — n m }
c
3RD FLOOR TOP PLATE Y 3RD FLOOR TOP PLATE 1p
WDW HEAD HGT._ _ W W HEAD HGT. b" FREIZE BD, TYP W
® FYPON #SHMFH78X60 (OR 51M.) � � �
BOARD & BATTEN TYP. m m
? m R
777Z_
— — — — — — 12" BAND BOARD
3RD FLOOR SUB_ — — — — — — — — — — 3RD FL R 5UBFLOOR
4 2ND FLOOR TOP PLATE y HORIZONTAL 5IDING, TYP. 2ND FLOOR TOP PLATE _ _ _ _ _ _ _
—
WDW HEAD HOT. _ W W HEAD HGT.
f4" GORNER.TYP m m
m4" GORNER,iI'P
o- Q
rWEE]= =H4H 3
� -
36" H. GUARD RAIL, TYP.
liff
2ND FLOOR 5UBFLOOR — — — — — — — — — — — — — — — 4" TRIM, 15 FYPON # 2ND FLO R 5UBFLOOR
m — — — — — — — WCH_X738T (OR 51M.), TYP. - — — — — —
lug
a 15T FLOOR TOP PLATE — — — — — — — — — — — — — — — — 15T FLOOR TOP PLATE
—
WDW HEAD HOT.
DROPPED BEAM m
o- PRECAST 51LL
m
STONE VENEER, il'P h
TOP OF 5LAB TOP OF 5LAB
10" COLUMN (TYP OF 3)
0— LU
FRONT ELEVATION 'IF" 1N/ TERRACEC�REAR ELEVATION 'IF" W/ TERRACE X
5GALE: 3/16" = 1'-0" 5GALE: 3/16" = 1'-0" <
W J
LJ
TOP OF FA501A
Fl=J05-RD FLOOR TC
2ND FLOOR TO
o-
TOP OF 5LAB
LJ
11■IIIffiffil
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
e,
Q
0
Z
O
U
N
W
0
O
z
- V!
V--
z
zp
}
o
�w
LL
-
w
tSl
W
z�v
�w�
W
Cl
17--��
z
}wLU
W
Q
Lu
Q
\
SHEET:
51DE ELEVATION 'IF" W/ FRONT TERRACE
50ALE: 3/1F = 1'-0"
51DE ELEVATION "F" 1N/ REAR TERRACE
5GALE: 3/16" = 1'-0"
A-2 E I
b" FA5CIA,
b" FREIZE BD,'
4" GORNE
56" H. GUARD RAII
� 2tY
CONTINUOU5 RIDGE
VENT - 5TOP MIN 48"
FRT PLYWD F M EAGH END FRT PLYWD
4'4•�
8:12
❑ ❑ ❑
REAR ELEVATION "G"
SCALE: 3/16" = V-0"
TOP OF FA50IA
5W FLOOR TOP PLAT
WDW HT HGT.
o ao
3RD FLO R SUBFLOOR
_ 2ND FLOOR TOP PLATE J
_ WDW HEAD HGT.
m v
F-
_Wfj__OR5UBFJQOR -
m
JST FLOOR TQP T7.
a
V
TOP OF 5,
CONTINUOU5 RIDGE
VENT - STOP MIN 48"
LFRTPLYWD FROM EACH END FRT PLYWD
4'+ �4'
8:12
I I
TOP OF FA50IA
3RD FLOOR TOP PLAT
WDW HEAD HG'
ai
3RD FLOOR 5UBFLOG
2ND FLOOR TOP PLAT
WDW HEAD HG'
FLOOR 5UBFL00
_WDW HEAD H
10"
c
TOP OF SLAB
6"
FRONT ELEVATION " 0" K BDRM CL05ET
SCALE: 3/16" = V-0"
TOP OF FA5GIA
3RD FLOOR 5UBF
v 2NDFLOORTOPF
o-
TOP OF SLAB
TYP
D, TYP
TOP OF FA5GIA
3RD FLOG_
P WD
h'_ CONTINUOUS RIDGE �_
VENT - 5TOP MIN 48"
L
PLYWD FROM EACH END FRT F LYWD
4•� + 4
8:12
I I
R TOP PLATE
W HEAD HGT.
&TTEN TYP.
— —
� I
5EAM
4
OF
TYP
3RD FLOOR SUBFLOOR
2,TYP
�
— —
2ND FLOOR TOP PLATE
WDW HEAD HGT.
ID, TYP
- — — —
PARD ON
m
IEER SILL, TYP
r
- 2ND FLOOR SUBFLOOR
_
1ST FLOOR TOP PLATE
WDW HEAD HGT.
10" TRIM
6"TRIM
;,
w
r
� M
e
m
,ILL
r
SEER,
f
TOP OF SLAB
F LA — — —
—�
b" FA5CIA, TYP
6" FREIZE BD, TYP
BOARD & BATTEN TYP.
6" TRIM, TYP
STANDING SEAM
METAL ROOF
-b" FA5CIA, TYP
-4" GORNER,TYP
6" FREIZE BD, TYP
10" BAND BOARD ON
STONE VENEER SILL, TYP
'BAND BD
b" TRIM, TYP
PREGA5T 51LL
5TONE VENEER,
TYP
FRONT ELEVATION "G" W/ 5TUDY
SCALE: 3/16" = V-0"
-4" CORNE
LE_
MEN
..
I
I�RE
I1
11
11
6" FREI
MENOMINEE
IIIIIIIIIIIIIIIIIIIIIIII
NINE MNNNNNNNNII
..
tea;
P
MNNNNNNNNII
f1B j
LJ
24 MIN'
t,TyP
ENDING SEAM
-AL ROOF
IA, TYP
:E BD, TYP
D BOARD ON
iT VENEER 51LL, TYP
-NEER,
d)
cu
L
}
[O
m
lu
>
Z
�o
to
m
7
O Z
co W
LU
(L lei
n�
!J—LU
nO
(L
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
B,
Q
0
z
O
U
N
W
0
O
Z
V!
Z
Z
�O
w}
Z
O
H
-�
=
W
w
Z
�
W
Z
}
LU
w
-1
w
-
0)
SHEET:
51DE ELEVATION "G"
SCALE: 3/16" = V-0"
A-2 F
0P0EEA5LJA_
L 3RD FLOOI
3RD FLOOI
m
7 2ND FLOOI
V
2ND FLOOI
q 1ST FLOOF
o-
TOP OF 5LF
PLYWD
8:12
LOFT LVL GLG — — — — —
6" FA5CIA, TYP
m
6" FREIZE BD, TYP
i70 FLOOR TOP PLATE — — —
WDW HEAD HOT.
a
ai q
13RD FLOOR 5UBFLOOR —
2ND FLOOR TOP PLATE — — —
WDW HEAD HGT.
m
v
r
E
2ND FLOOR 5UBFLOOR — —
15T FLOOR TOP PLATE
WDW HEAD HGT.
10" TRIM
6" TRIM
m +
V
F-
TOP OF 5LAB
CONTINUOU5 RIDGE
VENT - 5TOP MIN 48"
FROM EACH END ,
FRT PLTW
4-
5:12
IRIZ.510IN6,TYP.
OPPED BEAM
a8" 50 GOLUMN
" H. GUARDRAIL
FRONT ELEVATION "0" Yell TERRACE
5GALE: 3/16" = 1'-011
>,.>•sarJSir�.ra.
6" TRIM, TYP
_STANDING 5EAM
METAL ROOF
6" FA50IA, TYP
-4" CORNER,TYP
FREIZE BD, TYP
10" BAND BOARD ON
STONE VENEER 51LL, TYP
BAND BD
TRIM,TYP
ii(7
VENEER,
LJ24"MIN
IM
IN
51LL, TYP
TOP OF FA
� 3RD
8"
42"
b" FA5GIA,
6" FREIZE BO,
4" GORNE
56" H. GUARD RAII
R R
20•
GONTINUOU5 RIDGE
VENT - STOP MIN 48"
FOT OIVWIf cent/ c�iu can cer ei .n.ae.
— — LOFT LEVEL GLG
LOFT LEVEL 5UBFLOOR
IQCOEEEs u m
3RD FLOOR TOP PLALE p
NONHEAD HGT.
r
4 �
F
— 3RD FLO R 5UBFLOOR
— 2ND FLOOR TOP PLATE
INVINHEAD HGT.
V
— — — TOP OF 5L1,
REAR ELEVATION "G" W/ TERRACE
5GALE: 3/16" = 1'-011
LJ 24" MIN
5EAM
OF
Id
2D ON
=ER 51LL, TYP
cu
L
}
(Y1
m
p
lu
N
>
Z
�o
to
m
tu
O z
[O W
''IYn
LU
n�LU
!J—
nO
(L
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
e,
Q
0
z
O
U
N
W
0
O
z
Z
z
O
L
z
_
=
L --�
W
ks)
W
W
z�v
�wW
Z
}wLU
Q
W
LU
Q
0
\
SHEET:
51DE ELEVATION "0" 1^l/ FRONT TERRACE
50ALE: 3/1F = 1'-0"
51DE ELEVATION "G" W/ REAR TERRACE
5GALE: 3/16" = 1'-0"
A-2G
20,
GONTINUOU5 RIDGE
VENT - 5TOP MIN 48"
FRT PLYY`!D FR M EACH END FRT PLYWD
4'� 4'
8:12
I I
❑ ❑ ❑
R R
CONTINUOU5 RIDGE
VENT - 5TOP MIN 48"
FRT PLYWD FROM EACH END FRT PLYW
4• a4•
8:12
b" FA5CIA, TYP I I
_ TOP OF FA50IA TOP OF FA50IA
5RD FLOOR TOP PLAT �" v 3RD FLOOR TOP PLATE
6" FREIZE BO, TYP _ _ _ _WDW HEAD HGT_ WDW_HEAD HGT._ r
o FF ■
3RD FLO R 5UBFLOOR 3RD FLOOR 5UBFLOOR
— — 2ND FLOOR TOP PLATE a Y 2ND FLOOR TOP PLATE
WDW HEAD HGT. WDW HEAD HOT.
4" CORNER,TYP■ m f f m
V V
STANDING SEAM
56" H. GUARD RAIL, TYP. METAL ROOF
2ND FLO R 5UBFLOOR - - 2ND FLOOR 5UBFLOOR_ _
m m
15T FLOOR TOP PLATE a ? 15T FLOOR TOP PLATE_
WDW HEAD HOT.
CFYPON BRACKETKET#
BKT18X24X4 (TYP OF 2)
6" TRIM
V Q
r
TOP OF 5LA TOP OF 5LA8
REAR ELEVATION "H"
SCALE: 3/16" = 1'-0"
8" TRIM, TYP
6" TRIM, TYP
& BATTEN TrP.
6" FA5GIA, TYP
FREIZE BO,TYP
FREIZE BO
� `8"TRIM,P
\b" TRIM,, TYP
�4" GORNER,TYP
i5HIN61-E. TYP.
0" BAND BOARD, TYP
#5H2FP18X12 (OR 51M.)
BOARD & BATTEN TYP.
I
3T 51LL
VENEER,
11"a
FRONT ELEVATION "H" K BDRM CLOSET
SCALE: 3/16" = V-0"
E
Ll
TOP OF FA5CIA
P 5RD FLOOR TOP PLATE
WDW HEAD HOT.
T
e� q
3RD FLOOR 5UBPLOOR
2ND FLOOR TOP PLATE
WDW HEAD HGT_
? m
5TANOING SEAM
METAL ROOF
- 2ND FLOOR 5UBFLOOR
m
1 ST FLOOR TOP PLATE _
_WDW HEAD HGT. _
8" TRIM-
FYPON BRACKET #
BKT18X24X4 (TYP OF 2)
b"TRIM
c
m
TOP OF 5LA8
— — — — L
R R
GONTINUOU5 RIDGE
VENT - STOP MIN 48"
FRT IFLYWD FROM EACH END FRT PLYWD
�4'
8:12
I I
� 8" TRIM, il'P
6" TRIM, TYP
�4" CORNER,TYP
i5HINGLE. TYP.
BAND BOARD, TYP
■ ■ ■ ■ Ul—E
FYPON #5H2FP78X12 (OR 51MJi iOARD & BATTEN TYP.
PRECAST BILL
5TONE VENEER,
TYP
FRONT ELEVATION "H" W/ STUDY
SCALE: 3/16" = 1'-0"
TI
YP
:T #
(P OF 2)
tu
m
m
p
lu
O
N
o>
Z
�o
to
m
tu
fL/
O z
m W
�
Q K
p
m
1
n�
!J—
Lu
nO
IL
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
W
Q
0
z
0
U
N
W
0
O
z
z Z
�o
}
'w
z =�
o w
Z �
w W
z > U
fLJ
Lu 0)
SHEET:
51DE ELEVATION "H11
SCALE: 3/16" = 1'-0"
A-2H
jh TOP OF FA!
w 3RD1
3RD
m
2ND1
v
- 2ND1
m
1ST f
v
TOP C
OFT LVL GLG
- 6" FA5GIA, TYP
6" FREIZE BD, TYP
LVL 5UBFLOOR — \
OF FASCIA
FLOOR TOP PLATE
WDW HEAD HOT. r
I
4
FLOOR 5UBFLOOR L_ +
WDW HEAD HGT
m
STANDING SEAM
METAL ROOF 1
FLOOR 5UBFLOOR
WDW HEAD HGT.
8" TRIMS
FYPON BRACKET #
BKT18X24X4 (TYP OF 2)
b" TRIMS
v
TOP OF 5LAB
LJ
GONTIN1.101.15 RIDGE
PLYYW VENT -STOP MIN 48"
FROM EACH END
2
RI
FRT PLYWD
4'
3:12
1ROPPED BEAM
7RIZ. 510ING, TYP.
8" 50 COLUMN
- 2" H. GUARDRAIL
8" TRIM, TYP
\b" TRIM, TYP
/4" GORNER,TYP
i5HINGLE, TYP.
BAND BOARD, TYP
fid5
#5H2FP18X72 (OR 51M.)
& BATTEN TYP.
SILL
VENEER,
FRONT ELEVATION "H" 1N/ TERRACE
5GALE: 3/16" = 1'-0"
P
TOP OF FA5GIA -
V.
42"
6" FA5GIA,
b" FREIZE BO,'
4" GORNE
36" H. GUARD RAII
TOP PLATELOFT LVL
WDW HEAD HOT.
42" H PARAPET -
YV GAP
8" 50
6" FREIZE BD, TYP
R 20, h_
GONTINUOU5 RIDGE
VENT - 5TOP MIN 48"
LOFT LVL GLG
z
LOFT LEVEL 5UBFLOOR
_ TQP OF=A5ZA
_3RQ fWC R TOP PLA '
NOV HEAD HOT_
o w
3RD PLO R S2—uvwOR
2ND FLOOR TOP PLATE a
WDW H T
HGT_
0
m
c
r
2ND FLOIR 5UBFL0OR -
m
15T FLOOR TOP PLATE <
v
TOP OF 5'!AlIi
REAR ELEVATION "H" K TERRACE
5GALE: 3/16" = 1'-0"
b" FA5GIA, TYPE
6" FREIZE BO, TYP
I►
WDW HEAD HOT. _
4
i
ND FLOOR TOP PLATE
WDW HEAD HOT.
m
FLOOR 5UBFLOOR
v
TOP Of 5LA8
WDW HEAD HOT.
z
m
LJ
12
3�
111 � 111 � 111
OF LOFT
GONTINUOU5
RIDGE VENT
12:12
Y�
GORNER,iYP
5TANDING SEAM
METAL ROOF
b" FA5GIA, TYP
b" FREIZE BD, TYP
FYPON BRACKET#
BKT20X30X6 (T(P Of 2)
STONE VENEER,
TYP
LU
I
m
m
o
tu
O
N
�
O
7
W
�
�
to
m
111
fL/
O z
coW
�
Q K
p
LL
n�
!J—LU
nO
!J—
�w�
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
W
Q
0
Z
O
U
N
W
0
O,
Z
zZ
o
1�
!�
g
LU
�J
1 L{
V
a-
_
z
V
LU
v
w
LU
(�
Ok
z
/
W
LL
LU
Q
Lu
Q
0)
\
SHEET:
51DE ELEVATION "H" 1N/ FRONT TERRACE
50ALE: 3/1F = 1'-0"
SIDE ELEVATION "H" 1N/ REAR TERRACE
5GALE: 3/16" = 1'-0"
A-2 J
BEAM DROPPED
BEAM
BOTTOM OF BEAM SHALL BE SET
TO ALLOW 3:12 & 5:12 ROOF
PITCHES TO MEET AT RIDGE
42" H. GUARD RAIL &
PARAPET W/CAP
5" SQ COLUMN
TOP OF
ASGIA L
I�
TERRACE FLOOR, 1"OPEN CELL
FOAM W/R-35 INSUALTION. USE 1" OWNER'S BATH OWNER'S GLDSET
CLOSED CELL IN BAYS WITH
MECH.DUGT
FLUSH BEAM 3-PLY 16" LVL
/STRUCTURALDRWG5
BUILDING 5EGTION 1N/ OPT. REAR TERRACE
12 ®`
3 ` ROOF TRUS
12 ®® BY OTHERS
CEILING
INSULATION
-BEARING WALL
OPTIONAL LOFT
TOP OF
ASGIA
CEILING
INSULATION
2X4 @ 16" O.G. WITH
BATT INSULATION
RIM JOIST WITH BATT
INSULATION, TYP
2X4 @ 16" O.G. WITH
BATT INSULATION
RIM JOIST WITH BATT
INSULATION, TYP
DBL 2X4 @ 16" O.G.
SCALE: 1/4" = 1'-0"
DINING
3/4" T&G PLYWD
GLUED &SCREWED
TO WOOD FLOOR
JOISTS, TYP
TOP PLATE (LOFT LVL GLG)
-��--------------------
12
ab
r UNPIN
i- MECH-
r
ROOF TRUSSES
BY OTHERS I nvT I vI Al IRFI nna
!i!�!>(!i!1liiill"I
' nll mm�mnnnnmm�m
i i I II o�o��o��oi�o�o�oao�
BATH 2 \ BEDROOM 3
FLUSH BEAM 1-PLY 16" LVL
/STRUCTURALDRWG5
SHOWN WITH ELEV Y"
CONTINUOUS
RIDGE VENT, TYP
ROOF TRUSSES
BY OTHERS
- - - - CEILING
INSULATION
IUNFl
GARAGE hi
MEGH
1/2" FIRE RATED GYP. BD. ON
WALL5 SEPARATING GAR.
FROM HOUSE & 515" FIRE
RATED GYP. BO. ON CEILING
W/ HABITABLE ROOMS ABV.
SLOPE SLAB
4" TO DOOR
1 4 �GONT. POURED GONG.
FOOTING, TYP.
THICKENED SLAB
UNDER SHEAR
WALL ABOVE
BEDROOM 3
3/4" G PLYWD GLUED &
5CRE VqED TO WOOD FLOOR —
JOISI S. TYP
BY
BATH 3 �1/2" GYP
OR WIG BD, TYP.
STUDY OR BDRM 4
4" GONG. SLAB W/ 6Xb
W1.4 X W1.4 WWF ON
b MIL POLY VAPOR
BARRIER ON 4"
/GRAVEL BASE, TYP.
EnI I RIGID INSULATION„ MIN
24" HORIZ. BENEATH
SLAB, TYP.
NOTE:
ALL ROOF FRAMING LAYOUTS AND ENGINEERING TO
BE BY PREMANUFAGTURED TRU55 SUPPLIER.
LAYOUT TO PROVIDE ADEQUATE TRU55 ROOM FOR
MECHANICAL DUCTWORK.
3RD FLOOR TOP PLATE
a
O
FLUSH BEAM 2-PLY 16" LVL ~ a
/ STRUCTURAL DRWGS �_ W 00
=no
�mW
man
�o0in
DORMER
— — — TOP OF FASCIA
— — — WDW HEAD HGT_
g �
m
N
m
_ _3RD FLOOR TOP PLATE
WDW HEAD HGT.
2X4 @ 16" O.G. WITH
BATT INSULATION
R `4
12 3RD FLOOR SUBFLOOR
—2ND FLOOR TOP PLATE v
—WDW HEAD HGT.
1w,F
:o
m
� P
2X4 @ 16" O.G. WITH
BATT INSULATION
2ND FLOOR SUBFLOOR
— — — — — — — — — — —
1 ST FLOOR TOP PLATE
— — WDW HEAD HGT_
m
F �
DBL 2X4 @ 16" O.G. 1^U
BATT INSULATION
-- ---- TOP OF SLAB
_4
CONT. POURED GONG.
* FOOTING, TYP.
NOTES: DURADEK "L" TRIM FIXATION BAR NOT
REQ'D IF: FIELD MEMBRANGE ADHERED WITH
DURADEK, ACRYLIC LATEX ADHESIVE, JULY 25%
DRY BULB TEMPERATURE DOES NOT EXGED 24
DEG C (54.2 DEG F). MAXIMUM BA51C WIND SPEED
DOES NOT EXCEED 50 MPH (129 KM/H) OR MAXIMUM
BA51C WIND SPEED (3 SECOND 61,15T)DOE5 NOT
EXCEED 100 MPH (161 KM/H). SEE DURADEK
BULLETIN FOR DETAILS
FALSE DORME
TOP OF FASCIA
— — — — — — — — — — — -�
WDW HEAD HGT_ _ — — —
v
m
n
3RD FLOOR TOP PLATE —
WDW HEAD HGT.
2X4 @ 1 b" O.G. WITH
BATT INSULATION
:o ^
0
tD FLOOR SUBFLOOR 12
---------16a
D FLOOR TOP PLATE
WDW HEAD HGT_ —
2X4 @ 16" O.G. WITH
BATT INSULATION
� 1
P m
i-
2ND FLOOR SUBFLOOR
— — — — — — — — — —
n
? 1ST FLOOR TOP PLATE
_WDW_HE_AD_HG_T. _
DBL 2X4 W/ 1/2" SHEATHING /
BOTH SIDES IN VESTIBULE
m
it r-
TOP OF SLAB— — — — — --
CEILING rr--------,
INSULATION
BEDROOM 2
12-5 3/4"
GYP.
rr--------1�
BD, TYP.
FAMILY
3/4" T&G PLYWD
GLUED &SCREWED
TO WOOD FLOOR
JOISTS, TYP
LL________JJ
+1'-4"+
CONT. POURED GONG.
FOOTING, TYP.
rEM IBY OTHER
11'-11 1/4"
;FOYER"
PRE-FIN15HED METAL
FLASHING. FASTENERS TO
HAVE NEOPRENE HEADS & BE
FASTENED THROUGH BUTYL -
TAPE.
DURADEK MEMBRANE
INSTALLED PER MANUF.
OVER 3/4" T&G EXT. PLYWD,
TYP.
SLOPE 1/4"/LF
f�
SISTER 2X6 (SLOPED) TO 2X10 -
HORIZ. JOISTS PER STRUCTURAL
DRAWINGS
2X BLOCKING BTWN JOISTS FOR
DECK SHEATHING NAILER
CONTINUOUS -
RIDGE VENT, TYP
r
ROOF TRUSSES
BY OTHERS
L ,OCATION OF WIN]
END UNIT, TYP.
HI5 WALL @ END
UNIT CONDITION MUST
BE BALLOON FRAME
W/ 2X4 @ 12" O.G. J �r- -----1
i-
\RIGID INSULATION„ t
24" HORIZ. BENEATH
„* SLAB, TYP.
DOOR INSTALLED
PER MANUF, TYP.
WRAP DURADEK UNDER DOOR FRAME
& SHIM PER MANUF. INSTALLATION
REQUIREMENTS, TYP.
PVC METAL ANGLE, TYP
5UBFLR
FLOOR
JOIST \
WALL
FLUSH BEAM PER STRUCTURAL
DRAWINGS W/ HANGER
NOTE: INSULATION NOT
SHOWN FOR CLARITY
TERRACE DETAIL
5GALE: 1 1/2" = 1'-0"
12
----------------------
OWNER'S SUITE
3/4" T&G PLYWD GLUED &
L_--------__J SCREWED TO WOOD FLOOR
JOISTS, TYP
/
1—
CEILING
�____-____
INSULATION
�r III
GARAGE
III III
1/2" FIRE RATED GYP. BD. ON
WALLS SEPARATING GAR.
FROM HOUSE & 5/5" FIRE
RATED GYP. BD. ON CEILING
�L--------J�
W/ HABITABLE ROOMS ABV.
L_====_====_J
SLOPE SLAB _
4" TO DOOR
CONT. POURED GONG. \
FOOTING, TYP.
NOTE:
ALL ROOF FRAMING LAYOUTS AND ENGINEERING TO
BE BY PREMANUFAGTURED TRUSS SUPPLIER.
LAYOUT TO PROVIDE ADEQUATE TRUSS ROOM FOR
MECHANICAL DUCTWORK.
TOP OF
\FASGIA�
CEILING
INSULATION
+1'-4"+
2X4 @ 1 b" O.G. WITH
BATT INSULATION
RIM JOIST WITH BATT
INSULATION, TYP
2X4 @ 16" O.G. WITH
BATT INSULATION
RIM JOIST WITH BATT
INSULATION, TYP
DBL 2X4 @ 1 b" O.G.
4" GONG. SLAB W/ 6X6
W1.4 X W1.4 WWF ON
6 MIL POLY VAPOR
BARRIER ON 4"
GRAVEL BASE, TYP.
115)
tu
m
=m
lu
9
N
>
ci
Z
�o
m
111
fY
O z
m W
�
O Lu
p
�O
IL
w
�X
� �
V
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
W
Q
0
Z
O
U
N
W
0
O
Z
°6=v
Z
Z
o
vv�
W
W
Lu
OOw
o
Z
Z
Z
Q
J
Q
J
»O
\
LL.
o
mm-1
SHEET:
BUILDING 5EGTION
SCALE: 1/4" = 1'-0" SHOWNWITHELEV"O"
BUILDING 5EGTION
SCALE: 1/4" = 1'-0" 5140WN WITH ELEV"P
BEARING WALL
FLUSH BEAM 2-PLY 16" LVL UNPIN
IfSTRUCTURAL OR 465 MFr d`
a
TOP OF
A5CIA
CEILING _
INSULATION
2X4 @ 16" O.G. WITH
BATT INSULATION
RIM J015T WITH BATT
INSULATION, TYP
2X4 @ 1b" O.G. WITH
BATT INSULATION
RIM J015T WITH BATT
INSULATION, TYP
DBL 2X4 @ 16" O.G.
ROOF TRUSSES
BY OTHERS
FLUSH BE 1-
PLY 16" LVL /
STRUCTURAL
DRWGS
DINING
3/4" T&G PLYWD
GLUED &SCREWED
TO WOOD FLOOR
JOISTS, TYP
CONTINUOUS
RIDGE VENT. TYP
ROOF TRUSSES
BY OTHERS ® .
CEILING
INSULATION
\W ARING ALL
1 /2" GYP.
BD, TYP. 3
5R ST BY TH 5
FLUSH BEAM '
3-PLY 16" LVL /
STRUCTURAL
DRWG5
LAUNDRY BATH
r
- - - - CEILING
INSULATION
GARAGE UNFI
MEGH
1/2" FIRE RATED GYP. BO. ON
WALL5 SEPARATING GAR.
FROM HOUSE & 5/5" FIRE
RATED GYP. BD. ON CEILING
W/ HABITABLE ROOMS ABV.
_SLOPE SLAB
4" TO DOOR
*1 * �CONT. POURED GONG.
FOOTING, TYP.
THICKENED SLAB
UNDER SHEAR
WALL ABOVE
BUILDING SECTION 1N/ OPT. FRONT TERRACE
VINYL SLEEVE AND
BASE PER MANFU.
ROOFBEYONO -
1/2" EXT. SHEATHING
SUPPORTED BY NAILER
DURADEK MEMBRANE
HEAT WELDED TO PVG
COATED DRIP FLASHING
T.O. FASCIA
tn
ALUM GUTTER I
T.O. WALL
6" FASCIA TRIM
2X4 LADDER BLOCKING
51b" MOO PLYWOOD
FRIEZE BO. SIZE VARIES. SEE
ELEVATIONS FOR DETAIL
12
Q 3
M
TER E FLOOR, ,1 OPEN CELL —
FOAM R-35 INSUALTION. USE 1"
CLO5 CELL IN BAYS WITH
MECH. UGT
3/4" f PLYWD GLUED &
SCRED TO WOOD FLOOR
J015TYP
BATH 3 '1/2" GYP.
OR WIG BD, TYP.
STUDY OR BDRM 4
4" GONG. SLAB W/ 6Xb
W1.4XW1.4 WWFON
6 MIL POLY VAPOR
BARRIER ON 4"
GRAVEL BASE, TYP.
RIGID INSULATION„ MIN
24" HORIZ. BENEATH
SLAB, TYP.
WRAP DURADEK MEMBRANGE
UP 6X6 P.T.FOST MIN 6"
DURADEK "L" TRIM G/W BUTYL TAPE &
FASTENERS (OPTIONAL - SEE NOTES)
DURADEK MEMBRANE INSTALLED PER
MANUF. SPECIFICATIONS OVER 3/4" T&G
EXT. PLYWD, TYP.
MIN SLOPE 1/4"/LF
T.O. WALL
5EE STRUCTURAL DRAWING5
1'
FOR ATTACHMENT
NOTE: INSULATION NOT
5HOWN FOR CLARITY
TERRACE DETAIL
n SCALE: 1 1/2" = V-0"
2-PLY X9.25" LVL 2.0E
DROPPED BEAM/
STRUCTURAL OR 465
_TOP PLATE (LOFT LVL GLG)
42" H. GUARD RAIL &
PARAPET W/GAP
8" COLUMN OVER 6Xb SIP
/#2 PT COLUMN NOTCHED
AT TOP FOR BEAMS &
BOLTED. FASTEN BOTTOM
Zia
TO FLOOR BELOW PER
STRUCTURAL OR 405
A
in -3B
LOFT LVL_SUBFLOOR
A
— —3RD FLOOR TOP PLATE
—WDW HEAD HGT_
2X4 @ 16" O.G. WITH
BATT INSULATION
m 2X10 FLOOR JOISTS
@ 16" OG.
o u
F
12 3RD FLOOR SUBFLOOR
Q16--------- �.
— —2ND FLOOR TOP PLATE ? <
_WDW HEAD HGT.
:o
m _�
i-
WITH
2X4 @ 16" O.G.
BATT INSULATION
— — 2ND FLOOR SUBFLOOR
— — — —1 ST FLOOR TOP PLATE
WDW HEAD HGT.
m
7
DBL 2X4 @ 16" O.G. Wl
BATT INSULATION
— — — — — — TOP OF SLAB
NOTE:
ALL ROOF FRAMING LAYOUTS AND ENGINEERING TO
BE BY PREMANUFAGTURED TRUSS SUPPLIER.
LAYOUT TO PROVIDE ADEQUATE TRUSS ROOM FOR
MECHANICAL DUCTWORK.
CONT. POURED GONG.
FOOTING, TYP.
FALSE DORMER
LOFT TOP PLATE
WOW HD HGT.
DORMER TOP FASCIA—
WDW
HD HOT.
r
q
mm
v
LOFT LVL. SUBFLOOR
- -
70 FLR TOP PLATE
WDW HEAD HGT
NOTES: DURADEK "L" TRIM FIXATION BAR NOT
REOV IF: FIELD MEMBRANGE ADHERED WITH
DURADEK, ACRYLIC LATEX ADHESIVE, JULY 25%
DRY BULB TEMPERATURE DOES NOT EXCED 24
DEG C (54.2 DEG F). MAXIMUM BA5I0 WIND SPEED
DOES NOT EXCEED 50 MPH (129 KM/H) OR MAXIMUM
BA510 WIND SPEED (3 SECOND 57U5T)DOE5 NOT
EXCEED 100 MPH (161 KM/H). SEE DURADEK
BULLETIN FOR DETAILS
2X6 BEARING
pw
lj
ROOF TRUSSES
BY OTHERS
LUSH BEAM - 2-PLY
16"LVL /STRUCTURAL
W DRG5
- — — — — — — CEILING r___==_-
�__
2X4 @ 16" O.G. WITH INSULATION
BATT INSULATION
BEDROOM 2
3RD FLOOR 5UBFLOOR 12
? 2ND FLOOR TOP PLATE — —16 a FLO R 5 TE BY HE
WDW HEAD HGT.
— - 1/2" GYP. F17r— =___,�
BO, TYP.
2X4 @ 16" O.G. WITH "
BATT INSULATION FAMILY
„
v i-
211110 FLOOR SUBFLOOR — -
- 1ST FLOOR TOP PLATE
WDW HEAD HGT. _
DBL 2X4 W/ 1/2" SHEATHING /
BOTH SIDES IN VESTIBULE
�n
m
v
TOP OF SLAB— — — — --
3/4" T&G PLYWD
GLUED &SCREWED :
TO WOOD FLOOR "
JOISTS, TYP L========J
L __J
a
CONT. POURED GONG.
FOOTING. TYP.
ter_--------,�
;I FOYER;; I
BUILDING SECTION lN/ OPT. LOFT
CONTINUOUS -
RIDGE VENT, TYP
f
____ ----------------11
11
;II III II
- ------ 4i IL- Jl IL______JJ III
2" GYP.D, TYP.IS WALL @ END
BALLOON FRAMED
2X4 Q 12" O.G.
METAL GAP FLASHING C/W
MEMBRANE WATERPROOFING OVER
10
3/4" PLYWD
1 MIN
6" TRIM
BLOCKING
SIDING OVER APPROVED HOUSE
z N
WRAP OVER 1/2" EXT. SHEATHING
a
ON 2X4 STUDS @ 6" O.G., TYP
�d
v
SHEATHING MEMBRANE TO OVERLAP
DURADEK MEMBRANE MIN 2", TYP
METAL FLASHING OVER1X6 BASE, TYP
"L" TRIM GIN BUTYL TAPE &
FASTENERS, SEE NOTES, TYP
F
DURADEK MEMBRANE INSTALLED
PER MANUF SPECIFICATIONS, TYP
1/2" GYP.
BD, TY .
LOCATIO OF WINDOW J
W/ END L NIT, TYP.
RIGID INSULATION„ MIN
24" HORIZ. BENEATH
SLAB, TYP.
BATT INSULATION,
SEE SECTION, TYP
FLUSH BEAM PER STRUCTURAL
DRAWING5 W/ HANGER
�F�ARDETArIL
AFE
= 1'-0"
2X6 BEARING WALL
UNFIN. FLUSH BEAM - 2-PLY 16" LVL /
MEGH STRUCTURALDRWGS
ROOF TRUSSES
BY OTHERS TOP OF
FASGIA� __
00000
FIFU!5H BEAM-- _lP_LY_lb"1.Y�L 14
CEILING•1�f
INSULATION
OWNER'S SUITE
5/4" T&G PLYWD GLUED &
SCREWED TO WOOD FLOOR
JOISTS, TYP
ol
1 Y-7 5/4"
CEILINGINSULATION
GARAGE:
--------1. 1
1/2" FIRE RATED GYP. BD. ON 'r �„ 6r �,
WALL5 SEPARATING GAR.
FROM HOUSE & 5/5" FIRE ;; 111111
RATED GYP. BD. ON CEILING
W/HABITABLE ROOMS ABV. LL===_ '________________J
SLOPE SLAB
4" TO D OR
CONT. POURED GONG.
FOOTING, TYP.
NOTE:
ALL ROOF FRAMING LAYOUTS AND ENGINEERING TO
BE BY PREMANUFAGTURED TRUSS SUPPLIER.
LAYOUT TO PROVIDE ADEQUATE TRUSS ROOM FOR
MECHANICAL DUCTWORK.
*1,4„*
2X4 @ 16" O.G. WITH
BATT INSULATION
RIM JOIST WITH BATT
INSULATION, TYP
2X4 @ 16" O.G. WITH
BATT INSULATION
RIM JOIST WITH BATT
INSULATION, TYP
DEL 2X4 @ 16" O.G.
4" GONG. SLAB W/ bXb
W1.4 X W1.4 WWF ON
6 MIL POLY VAPOR
BARRIER ON 4"
GRAVEL BASE, TYP.
I�
LL
Lu
X
W
A
�
V
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
w
Q
0
z
O
W
U
N
w
0
O
Z
W
Its)
0
vLU
~
W
LL-
1u
Q
Z
Q
O
—
J
z
(]
IL
o
mO
SHEET:
A-3f3
5GALE: 1/4" = V-0"
SHOWN WITH ELEV 'C'
50ALE: 1/4" = 1'-0"
SHOWN WITH ELEV'G'
ROOF 5HINGLE5 A5 5PEG'D ON
15# ROOF FELT OVER 7/16" 05B
ROOF SHEATHING
ALUM GUTTER/ g1��
DOWNSPOUT
1X FA56IA BO
VENTED
SOFFIT
SEE ROOF PLAN
FOR EAVE DEPTH
1X FRIEZE BO
8" GMU WALL,
GROUT 50LID
SEE
STRUGT
DRWGS
REFER12
TO
PLAN
5/8" GYP BD
HURRICANE CLIP
(2)2X BRG PLATE
2X ViD STUDS @ 16" OG
LVL HEADER (REFER TO
PLANS)
1X WOOD JAMB, MTL
WRAP OR A5 SPEG'D
PRE-ENGINEERED
WOOD TRU55ES
R-38 INSULATION
BRG
N
w
GARAGE DOOR
AS 5PEG'D
5 5TRUGT D G5
4" GONG SLAB W/ FIBERME5H
ON 6 MIL POLYFIL VB ON 4"
POROUS FILL
v
CONT. GONG. FTC. W/ (2) #4
LAP SPLICE 2'-2" TIE WITH
WIRE. SEE 501L REPORT FOR
5PECIFI6 REQUIREMENTS.
ROOF SHINGLES AS SPEC'D
ON 15# ROOF FELT OVER
7/16" OSB ROOF SHEATHING
�P4&A
\ �AO
ALUM GUTTER/
DOWNSPOUT
2X6 WD 5TUD5@16'O.C. 1X FASCIA BD
5101NG OVER 112"
PLWO 5HEATHING 3/4" PLWD OVER 14"
FLOORTRU55E5
CONTINUOU5 FLA5HING
VENTED
1/2'DIAL LAG BOLT W/ WASHERS SOFFIT
2XIO DECK J015T @ 16" O.O. I I I I I I I I 1X FRIEZE BD
J015T HANGER. �J �J v v SEE ROOF PLAN _
FOR EAVE DEPTH
2XI0 PT LEDGER BD 2X6 PT BILL PLATE
SIDING AS SPEC'D
` 10'CONCRETEWALL 1/2" EXTERIOR
SHEATHING
DECK LEDGER DETAIL
5GALE: 1" = 1'-0"
HURRICANE CLIP
8" BOX BEAM; LOCATE (2)
DROPPED 2x10's PER PLAN
1X FASCIA
2x GONT 50LID
BLOCKING
4x4 50LID PT
PINE P05T —
8" 50 PVG
COLUMN —
4TH FLR
OLMOIJUDW. ER PLAN
SEE 12
ROOF PLAN
2X RAFTERS OR
TRUSSES (REFER TO
SLOPE
TO DRAIN
SIDING AS SPEC'D
RIM
1/2" EXTERIOR
SHEATHING
SIDING AS
f:71L1
1/2" EXTERIOR
SHEATHING
SIDING AS SPEC'D
FINISHED GRADE,
SLOPE AWAY FROM
HOUSE
12
REFER
TO
PLAN
Q a a
d
uj
w
a SEE PLAN
PRE-ENGINEERED
WOOD TRUSSES
R-49 INSULATION
TRUSS BRG
1/2" GYP BD
HURRICANE CLIP
(2)2X4 PLATES
R-21 BATT INSULATION
2X4 WD. STUDS
@ 16" O.C.
1/2" GYP BD
R-21 BATT INSULATION
2X4 SILL PLATE
3/4" OSB T&G
PLYWOOD SUBFLOOR
JST BRG.
JOIST - REFER TO FRAMING
PLANS FOR TYPE & SPACING
1/2" GYP BD
(2)2X4 PLATES
R-21 BATT INSULATION
1/2" GYP BD
R-21 BATT INSULATION
2X4 SILL PLATE
3/4" OSB T&G
PLYWOOD SUBFLOOR
SUBFLOOR
JST. BRG.
JOIST - REFER TO FRAMING
PLANS FOR TYPE & SPACING
(2)2X4 PLATES
1/2" GYP BD (W/ FIN. BSMT)
FOIL FACED INSUL. W/
UNFIN BSMT. & CAVITY
INSUL. W/ FIN. BSMT.
DBL 2X4 STUDS ON 1ST
FLOOR EXT. WALLS
ONLY
4" CONC SLAB W/ FIBEF
6 MIL POLYFILM VAPOR
ON 4" POROUS FILL
z
iL
a
w
a
0
CONT. CONC. FTG. SEE
STRUCTURAL DRWGS &
SOIL REPORT FOR
SPECIFIC REQUIREMENTS.
ON
i
rrac-z->,:i:rn
V!
cu
L
}
O
m
m
p
tu
v
Q
6
N
K
>
IL
ci
kn
Z
o
O
to
m O
tu
O z
m W
O K
p
� O
n�
!L
w
�X
� �
V
155L)E DATE:
11 /8/22
REV. DATE:
11 /8/2022
W
Q
0
z
O
U
N
W
0
O
z
Z
v
o
W
L
K
v
J
w
J
O
_z
w
0
SHEET:
1/ A I / A C3 A/ C I A I A I I GC/ TI/)k1
3/4" = 1'-0"
8" PVC SQUARE COLUMN i
3/4" = 1'-0"
TERRACE LEVEL
TYP. 506 ON GMU
3/4" = 1'-0"
SEE 5TRLIT ORW55
IDING WALL SECTION 2 HOUR RATED FIRE WALL 5EGTION
3/4" = 1'-0" SIDING - TWO STORY
A-4A
��� NOT USED
�� NOT U5ED
�� NOT USED
�,� NOT USED
��� NOT USED
12,
1 `�
1 ✓
I I
SCALE: 1 1/2" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-O"
SCALE: 1" = 1'-O"
SCALE: 1" = 1'-O"
R
2 HOUR PARTY WALL ASSEMBLY
4'-0" MIN. 4'-0" MIN.
FRT PLYWOOD
FRT PLYWOOD
2 HOUR PARTY WALL A55EMBLY
2 HOUR PARTY WALL A55EMBLY
FIBERGLA55
1,
5HINGLE5 OVER 15#
FELT OVER 112" COX
HIGH UNIT LOW UNIT
UNIT UNIT
PLYWD WI GL PS, TYP.
METAL DRIP EDGE
"
5/4Xb RAKE TRIM
G-CHANNEL 1/2" DIA. ANCHOR BOLTS @ 6" O.G.,
2X4 P.T. SILL PLATE WI POWER _
_
DRAFTSTOPPING
MIN 2/PLATE & MAX 12" FROM PLATE
DRIVEN FASTENERS @ 24" O.G. (HILTI
CONT. BANDBOARD
-
SIDING OVER HOUSE WRAP
TOP OF SLAB = ENDS. (ALTERNATE: SIMPSON MASA
DS 82 PRO OR EQ.) -
OVER 1/2" EXT. SHEATHING
ANGHOR5 WI SAME SPACING)
-
SUBFLOOR
METAL FLASHING,
4" GONG. 5LAB ON
3/4" PLYWOOD SUBFLOOR,
EXTEND 8" MIN.
- - a 'a :
` —
GRADEWI6X6-
G-CHANNEL
GLUED AND5GREWEDTO
TOP OF 5LA8ir -
L
W14XW14ViYyF
TOP OF SLAB
FLOORJOI5T5,TYP.
-
°
ENGINEERED FLOOR TRU55
2 HOUR PARTY WALL ASSEMB
Y
'SSS�'S�'SSB$ SS88 a°
�Il�lllal
(BY OTHERS) SUBFLOOR
16"
all Il�lllall II�IIIa 11 IIGllla I
�IIH11 11 III IIHIl II III a, �., -, .-
a - - -
'.` -. d- - a ---.
ol°
�l III
. 1i1-Tfin�ll iillllll=11 - a - .:-._ a '.° -
-
- d > '� a... - a a
RIGID INSULATION "-; o° .. $j$j$j$°�j$�j$j$j$j$2,�
MIN 24" HORIZ. �R�Roxoxoxoxoxo a�RQ
j'$^`j$j'$^`j$j'$j'$j'$'`j$'`j$`�j$ a o°. ^,�^,�^,�^,�v,� ,�,�
^^^^
TOP OF WALL
- ENGINEERED FLOOR TRU55
1
BENEATH 5LAB II II IIr-IIId 11 11 r-Illdll-
I GI I I� 11-I I r111 111 11 r11
11 11 r111� 11 11 r111� 11 11 r1 � 1- 11 ,1 I I17I 1=11 rI I1� 11f 111 rI I I=
_ (BY OTHERS)
Im�nl�
III � -I III -� - I H I I �I I1�] 11-
1 TAT 1 T�T �1ii nT= T�T�T= T�T=
_1711 Ilrlll�ll-Ilrlll�ll=11 ID III III rlll�ll ur111�11 1u
.'
OF OF WALL
4 RIGID IN5ULATION
4
RIGID INSULATION
THERMAFIBER FIRE IN5UL.EE
MIN 24" HORIZ.
MIN 24" HORIZ.
BLOCKING AT EA. FLOOR
BENEATH SLAB
BENEATH 5LAB
BATT IN5ULATION, TYP.
EQ 1' EQ
EQ 1EQ
FIRE BLOCKING
PROVIDE BLOCKING AT
5EE 5TRUCT DRW65
5EE STRUGT DRWGS
TRU55 TO MATCH
-
PARTYWALL, TYP.
�, NOT USED
W
/ d� SECTION DETAIL - TYP. AT UNIT SEPARATION ALL5
�� SECTION DETAIL - TYP. AT UNIT SEPARATION WALLS
SECTION DETAIL @ FLOOR BETWEEN UNITS
5ECTION DETAIL @ ROOF BETWEEN UNITS
V
G�
v
1
U
SCALE: 1" = r-0"
SCALE: 1" = r-o" BTW STEPPED UNITS
SCALE: 1" = r-o° BTW FLU5H UNITS
SCALE: 1" = r-0"
SCALE: 1" = r'-O"
2 HOUR PARTY WALL A55EMBLY
2 HOUR PARTY WALL A55EMBLY
2 HOUR PARTY WALL A55EMBLY
R
L
1" SPACE
R1,1,
1 1
2 LAYERS 1" GYPSUM LINER PANEL
2X4 BEARING WALL, TYP.
_
IQ" GYP. BOARD, TYP.
EXPANSION JOINT
F-XFAN51ON JOINT
`
1/2" GYP. WALL BOARD ON 2X4
, 1/2" GYP. WALL BOARD ON 2X4
P - - _
L R
- .--
"'
STUDS @ 16" O.G. W/ FULL BATT
-: STUDS @ 16" O.G. W/ FULL BATT
-" - •` ... � -'' ` ' ` -'� `
1/2" GYP. WALL BOARD ON 2X4
i IN5ULATION. (OMIT @ GARAGE)
INSULATION. (OMIT @ GARAGE)
" STUDS @ 16" O.G. WI FULL GATT
.-
IN5ULATION. (OMIT @ GARAGE)
-
EXT. SHEATHING -
EXT. SHEATHING
H STUD, TYP.
2Xb EXT WALL, TYP.
2Xb EXT WALL, TYP.
EXT. SHEATHING -
2X6 EXT WALL, TYP. w
Za
m
N z
m
N - BIELOW A NE OF FOUNDATION
WITOHNEXT
ATTACHMENT
CLIP, TYP.
`�
SEALANT �i a
Q
SEALANT �h - FACE OF SHEATHING, TYP.
Q
SEE UL #U336
to
w
? ':
w
4 ?
SPECIFICATION
BATT INSULATION TO BE FOR A55EMBLY
... , .
INSTALLED IN WALL ON BOTH DETAILS
SIDES OF PROPERTY LINE, TYP.
b" CORNER TRIM, TYP. - - - - ---
LINE OF FOUNDATION
-
INH,
LINE OF FOUNDATION
BELOW, TYP. 1
TYP.
BELOWRUH
b
2 HOUR PARTY WALL DETAIL (UL #U336)
1/2" DENSGLA55 @END 1 1 EXT. SHEATHING ON
1/2" DEN56LA55 @END - -
OF PARTY WALL, TYP.
EXT. SHEATHING ON
1/2" DEN56LA55 @END
OF PARTY WALL, TYP.
EXT. SHEATHING ON
OF PARTY WALL, TYP. 2X6 EXT WALL TYP.
5 1/2" 2X6 EXT WALL TYP.
1/2' 2X6 EXT WALL TYP.
R SIDING TYP.
It BRICK VENEER OVER
It STONE VENEER, TYP.
1" AIRSPACE, TYP.
OFFSET DETAIL -SIDING
OFFSET DETAIL - BRICK
� OFFSET DETAIL -BRICK
OFFSET DETAIL - STONE
NOT USED
5
� OFFSET DETAIL - 51DING
,� OFFSET DETAIL - STONE
2 HOUR PARTY WALL DETAIL (UL #U336)
SCALE: 1" = 1'-0"
`r SCALE: 1" = 1'-0"
SCALE: 1" = 1'-O"
56ALE: 1" = 1'-O"
1 SCALE: 1" = 1'-O"
d)
w
}
O
m
=
m
o
tu
�
�
N
IL
ci
to
m
7
aK
LU
1L/
O z
m w
�
O LU
o
�O
Qy�
n1
!L
w
�
X
_i W
� �
V
155UE DATE:
11 /8/22
REV. DATE:
11 /8/2022
w
0
z
O
H
U
N
w
0
O
Z
Lu
�
z
o
J
K
V
N
`
r
Lu
Z
Q
0
SHEET:
A-4B