HomeMy WebLinkAboutSite PlansJacksons Grant Lot 316
Northvale Section
DRAWING REVISIONS: Phillips idesidunce
3,12,2020 CONT:
I. PRELIMINARY PLANS DRAWN
4,13,2020
I, ADD OPTIONAL WINDOWS TO MUDROOM AND BATH 4,
2, REVISE BATH 4 TO NEW LAYOUT FOR ADDED WINDOW
3, MOVE CURVED STAIRS OVER 6" TO ALLOW OPEN TO BELOW
STAIRS
4. ADD 60" WIDE POCKET DOOR INTO MUDRM FROM OWNERS
ENTRY
5, REMOVE BUTLERS PANTRY t RELOCATE IT IN PASS THRU W/
OPN'G
TO BUTLERS PANTRY FROM DINING,
6, REVISE FRONT PORCH PER INSPIRATION PICTURE
1. RELOCATE FURANCE RM AT SECOND FLR TO STORAGE CLOSET
RELOCATE STORAGE CLOSET AND OPEN LAUNDRY ROOM
ADDING
WINDOW TO LAUNDRY ROOM.
8. MOVE LAUNDRY SINK TO LEFT SIDE OF WASHER.
S. CREATE 3D RENDERING FOR FRONT ELEVATION WITH PORCH
CHANGES
4,20,2020
I. CHANGE 2ND FLR WDW AT FOYER TO 1159fx ILO 5959fx (4 grid
wide 4/21)
2, LOWER FRONT PORCH COLUMNS 12"
3, ADD (2) COL. W/ FTG d DROPPED BEAMS TO BSMT
4, ADD COFFERED CLG t BUILT INS TO BSMT OFFICE
5, INCREASE THEATER PLATFORM TO 11'
6, REMOVE SEPERATION IN THEATER ADD 10" SQ. COL. ONLY (4/21)
1. REMOVE WALLS NEXT TO STOVE
8, ADD PASS THRU TO BUTLERS PANTRY FROM KIT -DIN t WIDEN
BUT, PAN
5. ADD OPENING UNDER STAIRS FOR KEYDROP m OWNERS ENTRY
10, ADD TRAY CLG TO DINING RM
11, ADD CLG DESIGN TO MASTER BR SHOW DECO BEAM TBD
12, WIDEN FIREPLACE TO 1'-6"
13. ADD (2) SHOWER HEADS IN MASTER BATH SHWR
14. ADD 8" COFFERED CLG IN 2-STORY GIRT RM
4,22,2020
I, NOTE: ZERO ENTRY MASTER SHOWER
2, CHANGE MASTER BATH DOOR TO A 4'-0
DOUBLE BALL CATCH SWINGING OUT INTO
BEDROOM
3, NOTE: STAINED TREADS ON REAR STAIRCASE
AND BSMT STAIRCASE
4, NOTE: BASEMENT LVP ALL EXCEPT CARPET
IN THEATER AND GUEST BEDROOM
5, NOTE: HARDWOOD 2ND FLOOR HALLWAYS
6, NOTE: TRADITIONAL GAS FIREPLACE IN
GREAT ROOM
1. ADD DOUBLE WALL FOR MASTER SHOWER AT
SHOWER HEADS FOR A NICHE SHRINK THE
TOILET ROOM.
8, NOTE: NICHE TBD TO BASEMENT BATH UNDER
SHOWER HEAD.
S, CHANGE OFFICE COFFERED CLG TILES TO 9
AREA SCHEDULE
NAME
AREA
FINISHED BASEMENT
1,957 sq ft.
MAIN FLOOR
2,535 aq ft.
UPPER FLOOR
1,86ro sq ft,
TOTAL LIVING
6,358 aq ft,
GARAGE
1,249 sq ft,
FRONT PORCH
195 aq ft,
REAR COVERED PORCH
210 aq ft,
REAR CONCRETE PATIO
210 aq ft,
TOTAL PROJECT
8,222 aq ft.
NAME
AREA
FIN[ -SPED BASEMENT
1,95� sq ft.
MAIN FLOOR
2,535 sq ft.
UPPER FLOOR
1,866 sq ft.
TOTAL LIVING
6,358 aq ft.
GARAGE
1,249 aq ft.
FRONT PORCH
195 aq ft.
REAR COVERED PORCH
210 sq ft.
REAR CONCRETE PATIO
210 sq ft.
TOTAL PROJECT
5,222 sq ft.
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STEPS TBD BY FINAL GRADE
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4/22/2020
PRELIMINARY 3,22.2020
S/O REVISIONS 4.13,2020
FRONT
R O N y ELEVATION
+ y I O N S/O REVISIONS 4,22,202 0
IrT T JT/��:T S/O REVISIONS 4.22.2020
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4/22/2020
______ BTM_ SLAB_
PRELIMINARY 3,22.2020
15/0 REVISIONS 4.13,2020
8/0 REVISIONS 4,20.2020
RIGHT
ELEVATION S/O REVISIONS 4,22,2020
SCALE: 1/5
II = 11-OII
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CEDAR TRIM
4/22/2020
PRELIMINARY 3,22.2020
5/0 REVISIONS 4.13,2020
8/0 REVISIONS 4,20.2020
LEFT
ELEVATION
S/O REVISIONS 4,22,2020
SCALE: 1/811 = 11-OII
PAGE:
4
CONCRETE SLAB UNEXCAVATED
4" POURED GONG.
SLAB OVER 4" MIN,
GRAVEL FILL
F--------------------------------------
8"x9' POURED •••••••••••••••••-
3'-3" ROCKWELL CONIC. WALL W. = 8"x9' POURED
WINDOW WELL 2011x5" CONO, 20 x8
CONICCONC. FTG.
..................................................................... ............... ..... 4040 ...................... .............................
v
. WALL W.
ROCKWELL
• _---------; ; WINDOW WELL
ry----------------------------------------------------------...-------.-.-._.......-...------.---.-.-.-.-. ® --WET BAR---------.-.-.-.------------.-.-----.-.-.----------------.- _<
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AVEL FILL
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2'-
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23'-6h"
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SPECIFIC FOUNDATION PLAN NOTES:
I. S"x9' POURED CONCRETE WALLS w/ REBAR
("6 VERTICAL 36" O.C.. 4 ROWS 04 HORIZONTAL
CONTINUOUS)
3000 PSI OR PER ENGINEERED PRINT
4" CONCRETE SLAB OVER 4" MIN. GRAVEL FILL
4" BRICKLEDGE OR PER PRINT,
2. 20"xa" CONCRETE FOOTINGS, 2500 PSI NO REBAR
OR PER ENGINEERED PRINT
3. INTERIOR WALLS AND PERIMETER WALLS ARE
3.5" WALLS w/ 2x4 STUDS 9 16" o.c., 1/2" DRYWALL,
SCREWED, TAPE BED FINISHED AND SANDED,
4. CONCRETE CONTRACTOR TO VERIFY WALL 4
WINDOW R.O.'S IN ALL CONCRETE WALLS.
FOUNDATION
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RELIMINARY
18/
3,22.2020
0 REVISIONS
4.13,2020
0 REVISIONS
4,20,2020
O REVISIONS
4,22,2020
AGE:
SCALE: 1/5" = 11-0
11
I
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II
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22'-4" 8° 48'-3"
I5-10" 16.4.
15'-5"
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CONCRETE PATIO
UNEXCAVATED
4" POURED CONC.
SLAB OVER 4" MIN,
GRAVEL FILL
ROCKWELL oa
WINDOW WELL <}
---------- Kama ----------
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1
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-
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DROPPED BEAM
DROPPED BEAM
j
DROPPED
BEAM
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_____-_-_---------------
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_______
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4'
MECHANICAL RM
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..... .........................ROCKWELL =
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GUEST SR 'o
8'FLAT CLG ;O
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l'-815" 66' OBI'-IOIh°
51 068 I
DOOR CARPET UNFINISHED
STORAGE
SUMP 4 E GT a
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6 .11 VAPOR BARRIER _ U EXCAVATED O
ON 4" MIN, GRAVEL FILL -1 - 4" POURED CONC.
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SL AB OVER 4" MIN.
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23'-6" 44' T"
23'-6f4"
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SPECIFIC FOUNDATION PLAN NOTES:
1, 8"x9' POURED CONCRETE WALLS w/ REBAR
("6 VERTICAL 36" O.G.. 4 ROWS •4 HORIZONTAL
CONTINUOUS)
3000 PSI OR PER ENGINEERED PRINT
4" CONCRETE SLAB OVER 4" MIN. GRAVEL FILL
4" BRICKLEDGE OR PER PRINT,
2. 20"x8" CONCRETE FOOTINGS, 2500 PSI NO REBAR
OR PER ENGINEERED PRINT
3, INTERIOR WALLS AND PERIMETER WALLS ARE
3.5" WALLS w/ 2x4 STUDS m 16" o.c., 1/2" DRYWALL,
SCREWED, TAPE BED FINISHED AND SANDED,
4, CONCRETE CONTRACTOR TO VERIFY WALL d
WINDOW R.O.'S IN ALL CONCRETE WALLS.
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RAWN SY: iK. Lenhar
4/22/2020
PRELIMINARY
3,22.2020
5/0 REVISIONS
4.13,2020
S/O REVISIONS
4.20.2020
5/0 REVISIONS
4,22,2020
AGE:
SCALE: 1/5" = 11_0II
22' 41!t"
20'-4"
m 3 m 4-CAR m
C�ARACsE
m �
-----------------------
---------------
^ m
m �
2X6 STUD
WALL
BRICK 113. II
EXTERIOR 2911 FX 2911 FX 2911 FX
STONE WALL 2'-84" 1 2'-8-fi" 2'-89I 1 2'-
3050
ATTIC I
I CCESSI
2X6 STUD
waLL�
STONE WALL
314„ 4 Sh 12' 3„ 43 9'h 3h 14' 911 3 2
10" DECO
COLUMN W/
CAP
x4 t
Ixb BASE - - - - gEgf.l - - - - - - - - - - - COLUMN DIMENSION TO
F \ / EXTERIOR WALL
CONCRETE o" DECO
\ 6X6 STRUCTURAL / COLUMN W/
�'d`T E \ COLUMN / E I Ix4 CAP t
IS'-10" w \ / w I Ixb BASE
m \ / m �n
3'-61&° I'-915° 6' I" 12' 10" I1' S�9° \ �'-4�b" 4'-I�t" 3'-2�A' 3'-2�i' 4'-I�a"
/OUTDOOR 1 29141
3 4114E 2914f
STICK FRAME LIVINGS 2511 C 41111 2911 C
ROOF FOR
VAULTED m TEMP
INTERIOR CLG -
3547 C 3541 C S XLTOX----------- 120801XOOX _�
I I MASTER SR I I 0
try 115l 10' TRAY CLG 1 191 try
2X6 ..........2X6 7LD SLIDE I SLIDE U I U I CARPET I U U
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SB36 DW24
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AN w'-2" 4'-0"
o I GREAT RM w —
wA WD 1 J O I [ -DECO BEAMS TBD
0 CLG-i
2-STORY CLG Q 1 12" 2-0
2-STORY
6 17 KITCHEN I COFFERED CLG - �q z0 w FIREPLACE
LL �' Z — O I I TBD -— — ——
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ARCHED 10' FLAT CLG
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m 2880 C/O m REPLACE TILE
_ _ _ HARDWOOD U I I W Z TBD r -_- - - - -
3080 C/O 5680 C/O RAIL Q I I = Z a M, BA I1
OPEN UNDER O U Ii1
sr'INED ARCHED ARCHED _ W >- STAIRS DN `1 °J I 1 5' �- 10' FLAT CLG
TREADS UP OPENING OPENING 1 w O I I Q O - 30" FULL MUD BED =
rl _ r I `{ ISR m HARDWOOD
-yv ISR ? z IT HGT GLASS TILED R
i 3 m 0' CLG m v m W 8'-9 5" DOOR HWR n (2) SHOWER HEADS
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r a1 .-�- TREADS 2680 ZERO 11
r
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OWNERS ENTRY CLG O I 1 O I I d TREADS 2680 C/O 1 2680 C/O
HWD 'd I 10 TRAY CLG I 3 I I O '------------ ARCHED) -y' STACK ARCHED
17 1 HARDWOOD 1 `Uw II '=' FOYER =__________ = OPENING OPENING
p ____ ______
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DOG AR UP ______
78D � i 18R BEN H BENCH BENCH
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LIMINARY 3,22.2020 I
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REVISIONS 4,20.2020
REVISIONS 4,22,2020
AGE:
A
3559 0 3559 C 3559 O — 3553 FX 3553 FX 3553 FX
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LIMINARY 3,22.2020 I
REVISIONS 4.13,2020
REVISIONS 4,20.2020
REVISIONS 4,22,2020
AGE:
8
0- In
a
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MAIN FLOOR PLATE HT
16" OVERHANG
SECOND FLOOR PLATE HT
16" OVERHANG
MAIN FLOOR PLATE HT
16" OVERHANG
4/12 PITCH
STICK FRAME
ROOF FOR
VAULTED
INTERIOR CLG
SECOND FLOOR PLATE HT
Ir." OVERHANG
10/12 PITCH,
-------------------- ----------
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---------- ----------------------------------------------- -------------------------
10/12 PITCH
----------
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---------- -------
10/12 PITCH
10/12 �>JTCH
---------------
10/12 PITCH
---------- ---------------------------
-------------------------------------------
--------------
:L
10/12 PITCH 1 10/12 PITCH
10/12 PITCH
10/12 PITCH
MAIN FLOOR PLATE HT
16" OVERHANG
------------------------------- -
SECOND FLOOR PLATE HT
16" OVERHANG
------ --- ----
12/12
i
12'-1 1/8" PLATE HT
16" OVERHANG
10/12 PITCH
In
10/12 PITCH
10/12 PITCH
- — ----------- =-
SECOND FLOOR PLATE HT
16" OVERHANG
SECOND FLOOR PLATE HT
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ROOF PLAN_
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LIMINARY 3,22.2020
REVISIONS 4.13,2020
REVISIONS 4,20 2020
REVISIONS 4,22,2020 1
AGE:
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ELECTRICAL LEGEND
ELECTRICAL SYMBOL
CAN FAN
CATS RG&
CEILING PAN AND LIGHT
4 .............
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--- ------------ - -------- ----- -- --------------- - --------------
. ....... ........ ...............
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0
GUE6T BR HANGING LIGHT Lizi
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RAUWN SY: K. Lenhar
FRONT 4/22/2020
/ 5 PORCH
PRELIMINARY 3.22.2020
5/0 REVISIONS 4.13,2020
I / 8/0 REVISIONS 4,20,2020
/ _ _ ❑ S/O REVISIONS 4,22,2020
...............
PHOTOCELL
MAIN FLOOR - ELECTRICAL_ }=ACHE:
SCALE: 1/5" = V-0"
11
ELECTRICAL LEGEND
ELECTRICAL
SYMBOL
CAN FAN
CATS RG6
7
CEILING FAN AND LIGHT
EXHAUST FAN t LIGHT
O
EXTERIOR WALL LIGHT
GARAGE DOOR OPENER lGDOJ
GDO
HANGING LIGHT
LIGHT
OUTLET
�
OUTLET 220v
OUTLET GFI
OUTLET WP
PENDANT LIGHT
PHOTOCELL
PULL GRAIN LIGHT
JL
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REGE55ESED CAN LIGHT
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�
SWITCH
SWITCH 3-WAY
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SWITCH TRIPLE
VANITY LIGHT
UNDERCABINET LIGHT
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BEDROOM
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BEDROOM 3
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ELECTRICAL LEGEND
ELECTRICAL
SYMBOL
CAN FAN
CEILING FAN AND LIGHT
EXHAUST FAN 4 LIGHT
O
FAN
HANGING LIGHT
t
LIGHT
Y
OUTLET
OUTLET 220v
OUTLET GPIw
RECESSESED CAN LIGHT
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SMOKE DETECTOR
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VANITY LIGHT
SECOND FLOOR ELECTRICAL_
QL
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DRAWN SY: K. Lenhar
LIMINARY 1-22:2121 I
REVISIONS 4.13.2.0
REVISIONS 4,20.2020
REVISIONS 4,22,2020
AGE:
12
SCALE: 115" = 11_0"
"OPTIONAL"
TYPICAL TRUSS ROOF:
SHINGLES AS SPECIFIED
1/16" ROOF SHEATHING c/w 'H' CLIPS
2.6 BLOCKING AT PEAK
PRE-ENGINEERED TRUSSES - 24" —,
21
4 TRUSS BRACING
R38 MIN. BLOWN INSULATION
5/6" CEILING BOARD TAPED 4 SANDED
TYPICAL FRAME ROOF:
30 YR,
ARCH. SHINGLES AS SPEC'D
l/16' ROOF SHEATHING
2XI2 RIDGEBOARD OR AS RE&D
2X8 RAFTERS - 16" O.C. OR AS REQ'D
2X4 COLLAR TIES - 48" O.C.
2X6 CLG JOISTS - IS" O.C.
2X4 RIBBON TIE a R38 MIN. BLOWN INSUL.
5/8" DRYWALL TAPED t SANDED
RAFTERS: TABLE: R&02.5.10), (2), (S)
CEILING JOIST: TABLE: R802.4(U, (D
BRACING < CONNECTION TABLE: R802.5.1 t R802.11
TYPICAL 2X4 SIDING EXTERIOR
COMPOSITION SIDING
1/16" WALL SHEATHING
2X4 STUDS - 16" O.C.
IRIS HIGH DENSITY BATT INSULATION
APPROVED HOUSE WRAP
1/2" DRYWALL TAPED a SANDED
TYPICAL 2X4 BRICK EXTERIOR WALL
MASONRY VENEER
_I GAUGE
CORRUGATED GALVANIZED
METAL BRICK TIES
3/4" MIN. AIR SPACE AS REQ'D
1/16" WALL SHEATHING
2X4 STUDS - 16" O.C.
RI5 HIGH DENSITY BATT INSULATION
APPROVED HOUSE WRAP, W/ WEEP HOLES -
33" O.G. MAX.
1/2" DRYWALL TAPED 4 SANDED
IRC SEC R103.1.6
TYPICAL SILL ASSEMBLY PER IRC 2003 R403.1.6
1/2" DIA, X 18" ANCHOR BOLT - 46" o.c.
12" MIN, FROM EA. CORNER
2.4 PRESSURE TREATED SILL PLATE
1/4" SILL GASKET
TYPICAL BASEMENT WALL PER
IRC 2003 SECTION R404 - 8" SIDE
OR 10" IF UNBALANCED BACKFILL
ABOVE 1'-0" LINE ON WALL
1/2' DRYWALL
2x4 STUDS - 24" Q.c.
CRAFT FACED BATT INSULATION
8" CONCRETE FOUNDATION WALL w/
(3) -5 BAR RAN HORIZONTAL, SPACED
EQUALLY VERTICALLY, < VERTICAL -5 BAR
AS REQUIRED BY LOCAL CODE,
ASPHALT DAMPPROOFING
2" RIDGID FOAM TO BE USED ON UNFINISHED
INTERIOR CONCRETE WALLS
l'-O" MIN. DOWN WALL.
FOOTING PER IRC R403
20"Wx8"D MIN. CONC. FOOTING c/w
2- RUNS -5 REBAR
20" WIDE IF 10" THICK WALL
SEE IRC SECTION R405 FOR
DRAINAGE
DRAIN TILE TO SUMP OUT TO�
STORM AS REQUIRED
ROOF FRAMING PER IRC 200E AM
2005 INDIANA STATE AMENDMENTS,
SECTION 802, PURLIN BRACING PER
SECTION 802.5.1 4 FIGURE 802.5.1
ROOF TRUSS SYSTEM PER IRC 2003 E
INDIANA AMENDMENTS SECTION 802,10
VENTILATION: IRC 2003 SEC R8O6
OVERHANGS a OFFSET FROM
PLATE TO SOFFIT VARY PER PLAN
SEE ROOF PLAN < OTHER NOTES TO
401b LIVE LOAD
201b DEAD LOAD
14'. )-JOIST
FLOOR SYSTEM
EXTERIOR OPENING HEADERS
IRC 2003 TABLE 502.50U
TYPICAL T' JOIST FLOOR SYSTEM:
3/4" T<G SUBFLOOR SHEATHING
ENGINEERED "I" JOISTS SPACED AS
DESIGNED BY SUPPLIER.
PER IRC R502.1.4
40110 LIVE LOAD
201b DEAD LOAD
14' I -JOIST
FLOOR SYSTEM
-STEEL REBAR
AS
REQUIRED PER
IRC 2003 TABLE
404.1.1(2)
cA
TYPICAL BASEMENT FLOOR:
PER IRC 2003, SECTION 506
4" CONCRETE SLAB c/w
FIBER MESH REINFORCEMENT
6.11 POLY VAPOR BARRIER
OVER COMPACTED GRANULAR FILL
TYPICAL WALL SECTION
4" OR ro" FRAMED
SEARING WALL AS
REQUIRED.
_c4" GONG, SLAB FL,
PER IRC 2003
SECTION 506
16"x8" CONC. FT(S
PER IRC SECTION
R403
BEARING WALL DETAIL
Z-FLASHING; INSTALL
OVER THE TOP TRIM
NAIL TO WDW HDR
DBL 2x4 TOP f
NN-5/4"x&" WINDOW 2x4 CRIPPLE -
TRIM
2-2x12 HEADER:
EDGE
2x4 STUD WALL
WINDOW Z-FLASHING
r)PTAII
DBL 2x4 TOP f
2x4 CRIPPLE-
2-2x12 HEADER:
EDGE
p > w z
2x4 STUD WALL
O
Q Q N N
m > Z Q> Z
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FE O.N. SEE ELEVATIONS AND ROOF
2x4 CRIPPLE-
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PLAN ALWAYS AS THEY WILL VARY BY PLAN.
3 IL w d
SEE ALL NOTES FOR VERIFICATION
a>moo
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EXTERIOR OPENING HEADERS
6" GUTTER BOARD
IRC 2003 TABLE 502.50U
MAIN FLR PLT NT_ _
2X FRAME NAILERS
INTERIOR WALL COVERING
IRC 2003 SEC, R102
1/2" SOFFIT
EXTERIOR WALL COVERING
6" STRUCTURAL-"":6"
FRIEZE BOARD
IRC 2003 SEC, RIO3
COLUMN UP
30.30.12 FTG =
0
FIBER CEMENT SIDING
10" SQ. LP TRIM —`*::-
COLUMN W/ 1x4
BOOT )CAP OR
WALL PER SECTION
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4" CONCRETE SLAB T/O CONCRETE SLAB
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J T/O FOUNDATION_ _
4 -
4 a -
m T/O FOOTING Q
CONCRETE WALL TYPICAL 2X4 SIDING EXTERIOR WALL:
VINYL SIDING
1/2" SHEATHING
AIR BARRIER
2x4 STUDS A 16" o.c.
RI3 BATT INSULATION
6 MIL POLY VAPOR BARRIER
1/2" GYPSUM BOARD
SEALANT AND BACKER ROD
METAL FLASHING
GARAGE OPENING
HEADERS IRC
FIGURE RGO2.1-2) J O
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SEALANT AND BACKER ROD
VINYL SIDING
1/2" SHEATHING
AIR BARRIER
2x4 STUDS o 16" Ox
RI3 BATT INSULATION
6 MIL POLY VAPOR BARRIER
1/2" GYPSUM BOARD
TYf=. HEADER DETAIL
2x4/8IDINGc HEADER 4 SILL
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SHIMS AND INSULATION
'LATE
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NET WIDTH OF PATH = 21 3/4"
4'-0" (20" MIN. REQUIRED FOR
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21 3/4"
r FOUNDATION LINE
O
D ROCKWELL 4040 EGRESS WINDOW
O
3 a ROCKWELL WINDOW
048RATE NOT SHOWN FOR
CLARITY)
52"
WELL WIDTH
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36" PROJECTION REQUIRED FOR EGRESS
WINDOW UNIT R
ROCKWELL 4040
EGRESS WINDOW
WINDOW UNIT Q ~
INTERIOR CASING
to °
2X4 SILL PLATE a a
V O
W ( /
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WALL SECTION THRU.
WINDOW WELL
FINISHED GRADE LINE APPROX.
3" BELOW WELL SLOPE
GRADE AWAY FROM WELL
ROCKWELL WINDOW
WELL
ROCKWELL ESCAPE
STEPS
GRAVEL
BASE
WELL DRAIN
SYSTEM
WINDOW ELEVATION
WITH WELL
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LIMINARY 1-12.2020 I
REVISIONS 4.13.2020
REVISIONS 4,20.2020
REVISIONS 4,22,2020
ACHE:
13
Q
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T/O PLATE
sTM OF SLAB
STAIR CROSS SECTION_
SCALE: 311611 = 11-01I
T/O F'LATE
�a
T/O SUSFLOOR
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0
f
a
T/O SUSFLOOR
T/O PLATE
T/O SLAB
CAPPED KNEE WALL BEYOND
OPEN SPINDLE RAIL AS SPEC'D
NEWEL POST AS SPEC'D
4" MAX. ���� 0�
}} y't� MAX. RISER HT. NOTED
NOT LESS THAN 36" IN HEIGHT �'L PER CODE: SEE PLAN
4" DIA WITH PATTERN / SPACING SUCH 1+ FOR ACTUAL DETAILS. �,
MAXIMU THAT A SPHERE 4" IN DIA. 'L+
CANNOT PASS THROUGH STAIR TREAD DETAIL
? STAIR / BALUSTER OPEN BALUSTRADE BALCONY / STAIR RAILINGS
E STYLES ARE DIAGRAMMATIC INDIVIDUAL PLANS MAY VARY AS IT PERTAINS TO
m ONLY -- CONTRACTOR TO AN OPEN OR CLOSED STYLE TREAD END,
COORDINATE STYLES
WITH OWNER / FINISHES ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS
SHALL NOT BE LESS THAN 1-1/4" NOR£ MORE THAN 2" IN
STAIR RAILING CROSS SECTIONAL DIMENSION: OR THE SHAPE SHALL
PROVIDE AN EQUIVALENT GRIPPING SURFACE, SEE
IRC, SECTION R311.5.6.3
m�a
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RAWN $Y: K, Lenhar
REVISIONS
REVISIONS
REVISIONS
ACHE:
3.22.2020 I
4, 13.2020
4,20,2020
4.22,2020
14