HomeMy WebLinkAboutFile Documents.413 E Main St.0029-2023-BCOM (13)11
'
-
9
"
MI CHOLA PATIO
10
'
-
9
5 8"
3'-9"
EXISTING
WALKWAY
NEW 4 PANEL SLIDING DOOR.
*SILL TO BE BROUGHT DOWN TO
MATCH FLOOR *U FACTOR .28 OR
BETTER. PROPOSED EXISTING
HEADER BEAM TO REMAIN
EXISTING FTG. TBV BY
GC TO E.O.R 12" THK X
24" ASSUMED
ELECTRIC HEATING
UNIT ABOVE
5'
-
6
1 2"
15'-5"37'-0"
ROOF OVERHANG
ABOVE
*ALL WITHIN PROPERTY
LINE BOUNDARIES
12" ROOF OVERHANG
ABOVE
*NO ENCLOSURE ALLOWED
PER FIRE MARSHAL
FLAT ROOF WITH PARAPET
*INTEGRATED DRAINAGE
& DOWNSPOUTS TBDEXISTING DRAIN TO
BE USED AS NEEDED
FROM ROOF DRAINAGE
*ROUTED UNDER FLOORING
8"x8" HEAVY
TIMBER COLUMNS,
TREATED DF#2
PROPERTY LINEproperty line
9'
-
1
0
3
/
4
"
20'-71
2"
6'-8"6'-8"6'-8"
SIMPSON LUS 210 FMH
VHGR = 750"
VALLOW = 1600#
SP
A
N
D
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2X10 @ 16" OC DF #2 TREATED ROOF RAFTERS.
PROVIDE MID-SPAN BLOCKING.
STRUCTURAL NOTES:
1.ALL WOOD FRAMING TO BE IN
ACC'D W/ CH. 23, 2021 IBC & CH 6,
2021 IRC.
2.ALL CONC. MATERIALS &
PLACEMENT TO BE IN ACC'D W/ CH. 19
2021 IBC CH. 4 IRC
3.ALL ROOF COV'G TO BE IN ACC'D
W/ CH 12 2021 IBC & CH 9 2021 IRC.
4.ALL SUBRADE PREP TO BE IN
ACC'D W/ CH 18 2021 IBC
STRUCTURAL DESIGN LOADS:
ROOF SNOWLOAD, PF = 100 PSF
ROOF DEADLOAD = 15 PSF
ROOF TOTAL LOAD = 115 PSF
WIND LOAD; 115 MPH 3 SEC GUST VULT
90 MPH NOMINAL, VASD
A
B
TREATED 2x10" LEDGERS WITH (3) ROWS OF SIMPSON
0.20 x 3 1/2" STARHEAD WOOD SCREWS AT 12" O.C. OR
1/4" x 1 3/4" TAPCONS AT 16" O.C. INTO CMU
SUBSTRATE. SEE DTL 2/S-3 AND NOTE
A
B
C 6X12 TIMBER BEAM, DF#2 CONTINUOUS
C
EXIST 91/2" TREATED
WOOD LEDGER
BOARD.
ADD BLOCKING &
FASTNERS AS REQ'D.
R&R
B
2
S2.3
CC
A A A
8'
-
1
0
3 8"
1'
-
1
1
/
4
"
3
5
/
8
"
3
3
/
4
"
D D
D
D D
C ON SHEET 2/S-3
ROOF FRAMING & FOUNDATION PLAN
1/2" = 1'-0"
1
S1.0
ROOF FRAMING
& FOUNDATION PLAN
SCALE: 1/2"=1'-0"
S1.0N
FOR
CONSTRUCTION
OWNER :
PHASE :
PROJECT No. :
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DATE :
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1
1
JING
2217
AUGUST 1, 2022
TITLE :
HPC SUBMIT: NOV 22, 2022
HPC REVIEW: NOV 16, 2022
10/25/23
EXTERIOR HEATER MANDATORY REQ’S.
All exterior heat systems shall meet the following per (Ordinance 1 Series 2023):
- Controlled by occupancy sensing device or a timer switch, so that the system is
automatically de-energized when occupants are not present. Controls shall be
configured to allow the system to operate for four hours maximum per day
10/27/2023
10/27/2023
justinh
REVIEWED FOR
COMPLIANCE
12/14/2023 stuarth
BY HPC
11
'
-
9
"
MI CHOLA PATIO
10
'
-
9
5 8"
3'-9"
existing
walkway
NEW 4 PANEL SLIDING
DOOR.
*SILL TO BE BROUGHT DOWN TO
MATCH FLOOR
*U FACTOR .28 OR BETTER
FLOORING BUILT UP TO FLUSH
WITH PAVED MAIN ENTRY
*ALL PATHWAYS MUST COMPLY
WITH ALL ADA STANDARDS FOR
FLOOR/GROUND SURFACES &
ACCESSIBLE ROUTES
ELECTRIC HEATING
UNIT ABOVE
5'
-
6
1 2"
15'-5"37'-0"
ROOF OVERHANG
ABOVE
*ALL WITHIN PROPERTY
LINE BOUNDARIES
12" ROOF OVERHANG
ABOVE
*NO ENCLOSURE ALLOWED
PER FIRE MARSHAL
FLAT ROOF WITH PARAPET
*INTEGRATED DRAINAGE
& DOWNSPOUTS TBD
EXISTING DRAIN TO
BE USED AS NEEDED
FROM ROOF DRAINAGE
*ROUTED UNDER FLOORING
218 SF INTERIOR DINING
SF (W/ WALLS UP)
*FINAL SEATING
LAYOUT & OCCUPANCY
TBD
8"X8" HEAVY
TIMBER COLUMNS,
TREATED DF#2
PROPERTY LINEproperty line
20'-71
2"
6'-8"6'-8"6'-8"
FIRE DEP. STUB
TO 90 THROUGH
WALL AS APPROVED
BY FIRE MARSHAL
10
'
-
7
3 8"
STRUCTURAL NOTES:
1.ALL WOOD FRAMING TO BE IN
ACC'D W/ CH. 23, 2021 IBC & CH 6, 2021
IRC.
2.ALL CONC. MATERIALS &
PLACEMENT TO BE IN ACC'D W/ CH. 19
2021 IBC CH. 4 IRC
3.ALL ROOF COV'G TO BE IN ACC'D W/
CH 12 2021 IBC & CH 9 IRC.
4.ALL SUBRADE PREP TO BE IN ACC'D
W/ CH 18 2021 IBC
STRUCTURAL DESIGN LOADS:
ROOF SNOWLOAD, PF = 100 PSF
ROOF DEADLOAD = 15 PSF
ROOF TOTAL LOAD = 115 PSF
WIND LOAD; 115 MPH 3 SEC GUST VULT
90 MPH NOMINAL, VASD
2
S2.3
ROOF
OVERHANG
ABOVE
9'
-
1
0
3
/
4
"
8'
-
1
0
3 8"
1'
-
1
1
/
4
"
3 5/8" GUTTER
N
TEMP WALL FP
SCALE: 1/2"=1'-0"
S1.1
FOR
CONSTRUCTION
OWNER :
PHASE :
PROJECT No. :
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DATE :
SEAL:
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JING
2217
AUGUST 1, 2022
TITLE :
HPC SUBMIT: NOV 22, 2022
HPC REVIEW: NOV 16, 2022
10/25/23
10/27/2023
10/27/2023
justinh
EXTERIOR HEATER MANDATORY REQ’S.
All exterior heat systems shall meet the following per (Ordinance 1 Series 2023):
- Controlled by occupancy sensing device or a timer switch, so that the system is
automatically de-energized when occupants are not present. Controls shall be
configured to allow the system to operate for four hours maximum per day
REVIEWED FOR
COMPLIANCE
12/14/2023 stuarth
BY HPC
C:\Users\gavin\Dropbox\Kuulla Studio\2020\Jing Aspen\avatar300-1966471fd05a185dea47160e7816cd03-0-0-1024-618.jpg
15'-61
2"
9'
-
7
1 4"
1'
-
3
1 2"
9'
-
1
3 4"
3'
-
6
"
9'
-
1
3 4"
1'
-
3
1 2"
6"
3'
-
6
"
EXTERIOR
ELEVATIONS
SCALE: 1/4"=1'-0"
S2.2
FOR
CONSTRUCTION
OWNER :
PHASE :
PROJECT No. :
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DATE :
SEAL:
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JING
2217
NOVEMBER 30, 2022
TITLE :
CITY REVIEW: NOV 29, 2022
HPC REVIEW: NOV 16, 2022
Revisions : 1) Remove the intermediate post / column on the left ( east side ).
2) Revise the footings from pad footings to 10 inch dia. sonotube pedestals and Big Foot Fdns ( BF24 )
3) Remove posts at existing exterior wall and support rafters with ledger attached to existing substrate at
exterior wall.
10/2523
10/27/2023
To verify fenestration U-factors, the following is
REQUIRED PRIOR TO GLAZING INSPECTION:
Factory built windows:
An NFRC label must be affixed to the window assembly and
verified at field inspection.
10/27/2023
justinh
REVIEWED FOR
COMPLIANCE
12/14/2023 stuarth
BY HPC
HPC REVIEW: NOV 16, 2022
OWNER :
JING
PHASE :
FOR
CONSTRUCTION
TITLE :
EXTERIOR
DETAILS
S2.3
SCALE: 1"=1'-0"
DATE :
SEAL:
AUGUST 1, 2022
PROJECT No. : 2217
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10/2523
SIMPSON LUS210 FMH
SLOPING TPO ROOF 1/4"=1'
TOWARDS SCUPPER
* GUTTER/DOWNSPOUTS
TBDPARAPET BUILD UP
W/FLASHING CAP
4" GUTTER DETAIL/TYP
TBD
WOOD SOFFIT TBD
NOTCH AND LET IN 6X12 DF#2
TIMBER BM W/(2) 5/8" DIAx __ S.S.
OR GALV MACH BOLTS & WASHER
@ EA POST, STAGGER SPACE
EXISTING 14.5 CMU HEADER.
STRUCTURAL REINFORCEMENT
DETAILS UNKNOWN. FILLED
SOLID ABOVE DOOR.
2X10 RIM BD WITH (3) 10d GALV.
FACE NAILS AT EACH RAFTER
PL
8" SQUARE TIMBER
COLUMNS DF#2 TREATED
STAINED BLACK TO
MATCH TRIM
2" REVEAL
EXIST 12" THICK BLDG SUBSTRATE,
8" CMU BLOCK WITH 3" THICK
BRICK VENEERTO BE VERIFIED BY
GC TO E.O.R
EXISTING CEILING
HGT TO BE VFD BY ARCHITECT
OF RECORD AND GC
EXISTING FINISH FLR
(3) 2x10 LEDGER PLATES. FIRST WITH (3)
ROWS 1/4 x 1 3/4" TAPCONS (STAR HEAD)
AT 16" O.C. WITH 3" EDGE CLEAR. SECOND
AND THIRD WITH (3) ROWS OF SIMPSON
SDWS 22312 DBB 0.22 x 3 1/2" STR WOOD
SCREWS AT 12" O.C. WITH 2" EDGE CLEAR
A
8" DIA. CONC. PEDESTAL W/ (4) NO.4 PREBENT VERT DOWELS W/ 10"
BEND AT AT BOTTOM TIED TO BOTTOM STEEL REBAR. PROVIDE (4)
#4 DRILLED AND EPOXIED REBAR BETWEEN POST AND FOOTING
B
25.5" DIA., 4000 PSI CONCRETE @ 28 DAYS CONC FTG
WITH (4) #4, GR 60 REBAR EA. WAY
A
PL
STRUCTURAL NOTES:
ASSUMED
GRAVEL/COBBLE
SUBGRADE TBV
BY GC TO E.O.R
C
ADD 14 1/2"x1/4"x16' LONG A50 STEEL FLITCH PLATES ONE SIDE
OF EXISTING CMU WALL/HEADER WITH (3) ROWS 1/4" DIA. x 1 3/4"
TAPCONS WITH STARHEAD AT 16" O.C. HORIZ SPACING AND 2"
EDGE CLEAR TOP AND BOTTOM
2" CLR, TYP
COMPACTED BACKFILL
B
NEW (4) 4' PANEL SGD, SEE FND PLAN
PL
9"
1'-0 3/4"
7 1/2"
3 3/4"
REMOVE EXISTING SILL PLATE
EXISTING SLIDER WINDOW TO BE
REMOVED AND REPLACED WITH
(4) PANEL SGDs PER MFGR SPECS.
SEE PLAN VIEW.
NEW SILL PLATE PER MFGR SPECS
EXISTING EXTERIOR WALL
9'-10 3/4"
8'-10 3/8"
EXISTING CONCRETE
BLOCK WALL ABOVE SGD.
REINFORCING UNKNOWN
EXIST SECOND
FLOOR WINDOWS
EXIST SILL PLATE
EXISTING 1/2" WOOD
SIDING ABOVE AND
BELOW CANOPY, WITH
2x_ SPACERS, TO REMAIN
9'
-
0
"
C
D
15
"
EXISTING 1/2" WOOD SIDING
ABOVE AND BELOW CANOPY,
WITH 2x_ SPACERS, TO REMAIN
6x12 TIMBER
BM BEYOND
D D
2
1
/
2
"
T&G WOOD
CEILING PANELS
2X10 @ 16"OC DF#2
ROOF CANOPY W/
SIMPSON LUS210 FACE
MOUNT HGR
2X10 BLOCKING
MID-SPAN
(EXTERIOR)
(INTERIOR)
EXISTING SECOND FLOOR
FRAMING
10/27/2023
10/27/2023
justinh
See original approved plan for
required 1 hour assembly (2
layers of 5/8" type x) and class
A roof assembly (EPDM
membrane and 1/4" densdeck)
REVIEWED FOR
COMPLIANCE
12/14/2023 stuarth
BY HPC