HomeMy WebLinkAbout20240367 186 Circular Two Story Addition PlansSTRUCTURAL NOTES
GENERAL NOTES
CONSTRUCTION DOCUMENTS
1. ALL STRUCTURAL DESIGN ELEMENTS AND
COMPONENTS ARE DERIVED FROM APPLICABLE
PROVISIONS OF THE 2020 INTERNATIONAL
RESIDENTIAL CODE AS ADOPTED BY NEW YORK
STATE UNLESS OTHERWISE NOTED ON THE
DRAWINGS. WHERE NOTED, CERTAIN STRUCTURAL
MEMBERS MAY BE DESIGNED USING:
-THE AMERICAN FOREST AND PAPER ASSOCIATION
(AF&PA) NATIONAL DESIGN SPECIFICATIONS (NDS)
-MINIMUM DESIGN LOADS FOR BUILDINGS AND
OTHER STRUCTURES (ASCE 7)
2. NO GEOTECHNICAL EVALUATION HAS BEEN DONE
IN CONNECTION WITH THE FOUNDATION DESIGN. IN
ACCORDANCE WITH TABLE R401.4.1 THE LOAD
BEARING PRESSURE USED FOR DESIGN OF ALL
FOUNDATION SUPPORTING ELEMENTS IS 2000 PSF
FOR SAND , SILTY SAND, CLAYEY SAND, SILTY
GRAVEL AND CLAYEY GRAVEL. IF OTHER SOIL
TYPES ARE ENCOUNTERED IN EXCAVATION OR IF
THE ACTUAL SOIL BEARING PRESSURE IS
QUESTIONABLE, CONSULT WITH ARCHITECT/ENGINEER
3. IT IS NOT ANTICIPATED THAT GROUND WATER
WILL BE ENCOUNTERED IN EXCAVATIONS. FOOTINGS
SHALL NOT BE POURED WITHIN SEASONAL HIGH
GROUND WATER ZONES. CONSULT ARCHITECT/
ENGINEER IF HIGH GROUND WATER IS ENCOUNTERED
STRUCTURAL DESIGN LOADS: LIVE LOADS
SLEEPING ROOMS....................30 PSF
NON -SLEEPING ROOMS ........... 40 PSF
GROUND SNOW LOAD..............50 PSF
FRAMING NOTES
1. ALL WINDOW DOOR HEADERS TO BE TWO (2) 2x1O'S
UNLESS OTHERWISE NOTED (SEE FRAMING PLANS). ALL
HEADERS IN OPENINGS 72" OR MORE MUST BE
SUPPORTED BY DOUBLE JACK STUDS.
2. ALL FRAMING TO BE 8" MINIUMUM ABOVE FINISHED
GRADE.
3. ALL FRAMING TO BE FASTENED IN ACCORDANCE
WITH TABLE R602.3(1) OF THE 2020 INTERNATIONAL
RESIDENTIAL CODE AS ADOPTED BY NYS.
4. ALL EXTERIOR WALLS TO BE 2x6 (9) 16" O.C. WITH
R-21 FIBERGLASS BATT INSULATION UNLESS OTHERWISE
NOTED. ALL INTERIOR PARTITIONS TO BE 2x4 @ 16" O.C.
UNLESS NOTED OTHERWISE.
5. (NA) INSTALL METAL OR WOOD BRIDGING AT THE MIDPOINT
OF ALL JOIST SPANS EXCEPT WHERE NOTED. NOT
REQUIRED WITH ENGINEERED JOISTS.
6. PROVIDE DOUBLE FRAMING AROUND ALL FLOOR
OPENINGS AND UNDER ALL BEARING PARTITIONS
PARALLEL WITH JOIST DIRECTION. MODIFY FLOOR
FRAMING AS REQUIRED TO ACCOMODATE PLUMBING
AND MECHANICAL REQUIREMENTS WITHOUT AFFECTING
STRUCTURAL INTEGRITY.
7. INSPECT ALL LUMBER FOR DEFECTS BEFORE
INSTALLING . DISCARD ANY SUCH LUMBER. ALL RAFTERS
AND FLOOR JOISTS TO BE INSTALLED WITH CROWN UP.
8. ALL FRAMING STUDS TO BE #2
CONSTRUCTION GRADE
UNLESS NOTED OTHERWISE. RAFTERS AND JOISTS TO
BE SPF NO. 2 OR BETTER. DO NOT CHANGE SIZE OR
SPACING OF ANY STRUCTURAL ELEMENTS WITHOUT
ENGINEER'S WRITTEN CONSENT. fb=1
,1 50psi.
E=1,400,000 psi (FOR REPETITIVE
USE MEMBERS)
9. PROVIDE CONCEALED WOOD BLOCKING IN ALL WALLS
THAT REQUIRE SURFACE MOUNTED
ITEMS SUCH AS:
CABINETRY, HOSE BIBS, FIREPLACE
MANTELS, MOLDING,
RAILINGS, TOWEL BARS, ETC.
10. PROVIDE FIRESTOPPING WHERE
REQUIRED BY THE
2020 INTERNATIONAL RESIDENTIAL
CODE AS ADOPTED
BY NEW YORK STATE.
11. ALL DIMENSIONS ARE TAKEN TO ROUGH FRAMING
UNLESS OTHERWISE NOTED.
12. (NA) ROOF TRUSSES TO BE CERTIFIED BY TRUSS
MAN UFACTURER.CONTRACTOR TO COORDINATE AND
CONSULT WITH ARCHITECT/ENGINEER PRIOR TO TRUSS
FABRICATION IF TRUSSES ARE TO BE USED IN FRAMING.
13. 1.9E MICRO -LAM LUMBER DESIGN STRESS -
E+1,900,000 psi, fb = 2,600 psi.
ENERGY NOTES
1. TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGEMENT THE ATTACHED PLANS
AND SPECIFICATIONS ARE IN COMPLIANCE WITH
CHAPTER 11 OF THE 2020 INTERNATIONAL RESIDENTIAL
CODE AS ADOPTED BY NEW YORK STATE.
1. ALL GENERAL NOTES ON THIS SHEET APPLY TO
ALL DRAWINGS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
CONSTRUCTION MEANS, METHODS AND SEQUENCING AND
SHALL BE RESPONSIBLE TO THE OWNER FOR PROVIDING
A SAFE WORK ENVIROMENT DURING THE CONSTRUCTION
PERIOD.
3. THESE DRAWINGS DO NOT INCLUDE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR
IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION
OF ALL TEMPORARY SUPPORTS. BRACE BUILDING UNTIL
ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE
INSTALLED.
4. THIS BUILDING HAS BEEN DESIGNED IN COMPLIANCE
WITH THE REQUIREMENTS OF THE CURRENT RESIDENTIAL
ENERGY CONSERVATION CONSTRUCTION CODE OF NEW
YORK STATE AND THE RESIDENTIAL CONSTRUCTION CODE
OF NEW YORK STATE. APPLICABLE CODE IS IRC 2020
VERSION AS ADOPTED BY NYS.
5. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE
WITH THE MANUFACTURER'S WRITTEN INSTRUCTION AND
RECOMMENDATIONS. THE CONTRACTOR SHALL DELIVER TO
THE OWNER ALL MANUFACTURER'S WARRANTIES, GUARANTEES,
LITERATURE AND OPERATING INSTRUCTIONS FOR ALL
PRODUCTS AND EQUIPMENT.
6. DIMENSIONS AND DETAILS ARE BASED ON THE BEST
AVAILABLE INFORMATION AND THE CONTRACTOR SHALL
BE RESPONSIBLE FOR VERIFING FIELD DIMENSIONS BEFORE
ORDERING MATERIALS AND PREFABRICATED ITEMS.
7. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED
MATERIALS AND COMPONENTS OF NON -SPECIFIED ITEMS,
SUCH AS: NAILS, FLASHING, ETC. TO PROVIDE A COMPLETE
CONSTRUCTION PROJECT, SOUND AND WEATHER TIGHT AND
TO COMPLY WITH CURRENT STANDARDS OF QUALITY
CONSTRUCTION.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING
HIS OWN WORKMANSHIP TO THE EXTENT THAT SATISFIES THE
OWNER.
9. ALL WORK SHALL BE PERFORMED IN THE BEST AND
MOST PROFESSIONAL MANNER BY MECHANICS SKILLED IN
THEIR RESPECTIVE TRADES.
10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN
FIELD AND REPORT ALL DISCREPANCIES TO THE ARCHITECT/
ENGINEER FOR RESOLUTION.
11. OWNER AND BUILDER SHALL COMPLY WITH THE LAWS ,
STATUTES AND RULES THAT GOVERN CONSTRUCTION OF
THIS RESIDENCE.
12. ALL MEANS AND METHODS OF CONSTRUCTION ARE
THE RESPONSIBILTY OF THE CONTRACTOR, INCLUDING BUT
NOT LIMITED TO SHORING, SUPPORT AND BRACING OF
EXISTING STRUCTURES AS REQUIRED FOR THE WORK. CONSULT
WITH THE ARCHITECT/ENGINEER WHERE NECESSARY.
13. COORDINATE SELECTION OF ALL MATERIALS AND
PRODUCTS NOT SPECIFICALLY CALLED OUT IN THE
SPECIFICATIONS AND ON THE DRAWINGS SUCH AS:
PAINTING MATERIALS AND COLORS, INTERIOR FINISHES,
LIGHT FIXTURES, CABINETRY, APPLIANCES AND ACCESSORIES,
WITH THE OWNER.
14. THE CONTRACTOR SHALL PROVIDE A ONE-YEAR
GUARENTEE OF MATERIALS AND WORKMANSHIP FOR ALL
WORK UNDERTAKEN, COMMENCING AT SUBSTANTIAL
COMPLETION. THE WORK IS ALSO SUBJECT TO APPLICABLE
PROVISIONS OF THE HOME WARRANTY ACT OF NEW YORK STATE.
ELECTRICAL NOTES
1. ALL WORK SHALL COMPLY WITH THE 2020 INTERNATIONAL
RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE.
2. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS
WORK WITH THE WORK OF ALL TRADES AND ALL WORK
SHALL BE PERFORMED BY MECHANICS SKILLED IN THE
ELECTRICAL TRADE.
3. ALL WIRING SHALL BE CONCEALED ABOVE CEILINGS OR
WITHIN WALLS UNLESS NOTED OTHERWISE. ALL EXPOSED
WIRING SHALL BE LOCATED SO THAT IT IS OUT OF VIEW
AS MUCH AS POSSIBLE. ALL EXPOSED CONDUIT SHALL BE
DONE IN THE NEATEST AND MOST ORDERLY FASHION.
4.HVAC EQUIPMENT SHALL BE BY OTHERS. COORDINATE
WITH HEATING AND PLUMBING CONTRACTORS AND PROVIDE
ALL LINE VOLTAGE WIRING AND CONNECTIONS TO THEIR
EQUIPMENT AS REQUIRED.
5. GROUND FAULT RECEPTACLES MUST BE PROVIDED PER
RESIDENTIAL CODE OF NEW YORK STATE.
6. AFCI RECEPTACLES SHALL BE PROVIDED IN ALL BEDROOMS.
7. MINIMUM OF 75% OF PERMANENTLY INSTALLED LIGHT
FIXTURES SHALL BE RATED FOR ENERGY EFFICIENCY. (I.E.:
CFL, LED, ETC.)
1. THE ARCHITECT/ENGINEER HAS NOT BEEN RETAINED
FOR CONSTRUCTION OBSERVATION OR ADMINISTRATION
AND ASSUMES NO RESPONSIBILITY FOR FIELD CHANGES,
CONTRACTOR METHODS, MATERIAL SELECTIONS, PRODUCT
PERFORMANCE OR WARRANTY OR SAFETY DURING
CONSTRUCTION.
2. LAW DOES NOT PERMIT ALTERATIONS TO THESE
DOCUMENTS. THE ARCHITECT/ENGINEER MUST APPROVE
ANY ALTERATIONS TO THE DRAWINGS. ABSENT SUCH
APPROVAL, THE ARCHITECT/ENGINEER IS NOT
RESPONSIBLE FOR SUBSTANTIVE CHANGES.
3. THESE PLANS ARE INSTRUMENTS OF SERVICE FOR
THE CONSTRUCTION OF ONE BUILDING ONLY AND ARE
NOT TO BE COPIED IN ANY FORM WHATSOEVER WITHOUT
THE EXPRESS WRITTEN CONSENT OF ARCHITECT/ENGINEER.
4. THE PLANS ARE NOT VALID FOR USE IN OBTAINING
A BUILDING PERMIT WITHOUT THE APPLICATION OF THE
ORIGINAL "SEAL" AND SIGNATURE OF THE ARCHITECT
/ENGINEER
5. THESE DOCUMENTS WERE PREPARED FOR THE
CONSTRUCTION OF A SINGLE PROJECT. ANY UNAUTHORIZED
USE OF THESE DOCUMENTS IS EXPRESSLY PROHIBITED
AND CONSTITUTES THEFT OF SERVICES.
FIRE, CARBON MONOXIDE AND SMOKE DETECTION NOTES
1. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, HARD -WIRED
SMOKE DETECTING DEVICES MUST BE INSTALLED IN EACH NEW
SLEEPING ROOM, OUTSIDE ALL NEW SLEEPING AREAS, ON EACH
STORY WITHOUT SLEEPING ROOMS, IN BASEMENTS WITH OR
WITHOUT HABITABLE SPACE. NONE ARE REQUIRED IN UNINHABITABLE
ATTICS. ALL DETECTORS IN NEW CONSTRUCTION MUST BE
INTER -CONNECTED.
2. CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL
BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA
IN THE IMMEDIATE VICINITY OF THE BEDROOMS. WHERE A
FUEL -BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM
OR ITS ATTACHED BEDROOM, A CARBON MONOXIDE ALARM
SHALL BE INSTALLED WITHIN THE BEDROOM.
3. SMOKE AND CARBON MONOXIDE ALARMS MUST BE PROVIDED
WITH BATTERY BACKUP, EITHER INTERNAL OR REMOTE.
4. HARD -WIRE DETECTING DEVICES MUST BE POWERED FROM A
LIGHTING CIRCUIT WITH NO INTERVENING SWITCHES. ELECTRONIC,
LOW -VOLTAGE SYSTEMS ARE ALLOWED PROVIDED THE SYSTEM
COMPLIES WITH NFPA 72
PLUMBING, HEATING, VENTILATING AND AIR
CONDITIONING SYSTEMS:
1. ALL HVAC WORK, EQUIPMENT, ETC. SHALL BE IN ACCORDANCE
WITH THE 2020 INTERNATIONAL RESIDENTIAL CODE AS ADOPTED
BY NYS.
2. THE HVAC CONTRACTOR SHALL CONDUCT ALL TESTS AND
INSPECTIONS OF HIS WORK AS REQUIRED BY THE OWNER AND
LOCAL ENFORCEMENT AUTHORITY.
3. THE HVAC CONTRACTOR SHALL COORDINATE HIS WORK WITH
THE WORK OF ALL OTHER TRADES.
4. ALL WORK SHALL BE PERFORMED BY MECHANICS SKILLED IN
THIS MECHANICAL TRADE.
5. THE CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING. ALL
CONTROL WIRING SHALL BE CONCEALED FROM VIEW.
6. THE CONTRACTOR SHALL PROVIDE OPERATING AND MAINTENANCE
INSTRUCTIONS ON ALL EQUIPMENT TO THE OWNER. INFORMATION
SHALL BE BOUND NEATLY AND IN A COMPREHENSIBLE MANNER.
7. THE CONTRACTOR AND THE OWNER SHALL BE RESPONSIBLE FOR
THE SPECIFICATION OF ALL HEATING AND VENTILATING EQUIPMENT
NOT SPECIFICALLY NOTED ON THESE DRAWINGS. THE HEATING
CONTRACTOR SHALL SUBMIT CATALOG CUTS ON ALL HEATING
EQUIPMENT AND MATERIALS TO THE OWNER AND/OR GENERAL
CONTRACTOR FOR APPROVAL.
8. ALL NEW SPACES SHALL BE PROVIDED WITH
EQUIPMENT CAPABLE OF MAINTAINING A ROOM
TEMPERATURE OF AT LEAST 68 DEGREES AT A POINT
3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR
WALLS.
9. PROGRAMMABLE THERMOSTATS SHALL BE PROVIDED.
10. PLUMBING CONTRACTOR SHALL COMPLY WITH THE
2020 INTERNATIONAL RESIDENTIAL CODE AS ADOPTED
BY NEW YOUR STATE FOR THE DESIGN AND INSTALLATION
OF ALL PLUMBING SYSTEM COMPONENTS. ALL WORK SHALL
BE INSPECTED AS REQUIRED DURING CONSTRUCTION
AND APPROVED AT THE END OF THE PROJECT BY THE
LOCAL ENFORCEMENT AUTHORITY.
cov oo
IW-JWZ� fN
>_ O ¢zg-oul
•N z U N'JWaOW
�
O oc0¢za.a
= N E }Wz000a
W � I V ZZZ�WV W
G 0 fuLj=�
N� o W W Z 0
0-1 F.3:mwMet
ggFJZUW
.� 0000a Z
C Lo or) co o W ca
-�� _
i Y 0 ~WUa¢O
r� > Qa�w
m
Y
w
Z
3
O
U-
a
O
F
w
0)
V
W
�
W
a
0
START DATE:
STAMP:
DATE: 05/08/2024
FILE:
PAGE CONTENT:
NOTES
DRAFTER: ENGINEER:
JB Ngij�,qY
PW
PAPER SIZE: SCALE:
22X34 AS NOTED
SHEET:
1 OF 5
10'-6"t
8'-2"t
�
Q
ROUGH CUT
x8 FLOOR JOISTS
Q
Wpn
ABOVE 16 O.C.
NOTE: EXISTING
m
woo
LALLY COLUMNS
gym'
m
VARY BETWEEN
W
~ml
m
FW
2" AND 2.5" IN
H_
DIAMETER
00Q
�L
IL
000
X Q
ROUGH CUT
2x8 FLOOR JOISTS
ABOVE 16 O.C.
Q
mw
wm
m
�m
F�NEW 3" DIAM. STEEL
COLUMN W/ TOP AND xQ
BASE PLATES ON A 00U
24"x24"x12" THICK I
CONC. FOOTING I
L--J
1 ST FLOOR
BASEMENT
ROUGH CUT
2x8 FLOOR JOISTS
ABOVE 16 O.C. ROUGH CUT
Q_2x8 FLOOR
ABOVE 16
EXISTING 18"
Wm�
THICK STONE
m
AND MORTAR
FOUNDATION
Fw
m
00
XQ
I
3000 PSI 6" t z0 I V)
POURED CONC. F 1
'TF FORMING p OO
SYSTEMS' INSTALL: 0
AS PER ° Q I CRAWL SPACE o
MANUFACTURER'S .I p I O(D
SPECIFICATIONS 0) � -w
0- 1 1 =0
O 1 4 xm
m 1 L—------N� ---
I
FOOTINGS AND WALL OF —
NEW FOUNDATION NOT
TO EXCEED DEPTH OF
EXISTING FOUNDATION OR
UNDERMINE IT IN ANY
WAY. FIELD VERIFY DEPTH
AND SIZE OF REQUIRED
BILCO DOOR PRIOR TO
PURCHASE OF DOOR. SEE
'BILCO DOOR DETAILS'
BELOW ON THIS SHEET.
LIP
SID
3'-0" 1 _1 6'-6"
16'-0"f
PROPOSED ADDITION
12'-6"t
ROUGH CUT
2x8 FLOOR JOISTS
ABOVE 16 O.C.
BASEMENT
3X8 TIMBER
;ARRIER BEAM
EW 3" DIAM. STEEL
OLUMN W/ TOP AND
ASE PLATES ON A
4"x24"x12" THICK
ONC. FOOTING
21"x21"
BRICK
COLUMN TYP.
mw ROUGH CUT
Wm 2x8 FLOOR JOISTS
JOISTS
m ABOVE 16 O.C.
O.C. FW
m
T xQ NEW 3" DIAM. STEEL
00 COLUMN W/ TOP AND
-- BASE PLATES ON A
I I 24"x24"x12" THICK
I I CONC. FOOTING
i
- -�8X8 TIMBER BEAM
2" LALLY 12"x12"
COLUMN TYP. BRICK
COLUMN
PROVIDE 36" WIDE
24" HIGH ACCESS
TO NEW CRAWL SPACE
FROM EXISTING
BASEMENT
PARTIAL
BRICK
WALL
EW ��- ��i� ICI �� i� ice- �
®fl _ Iulfulllul ll�lul lll��lul•111 E III I�
SM
'ANCE
/-HANDLE
I
H-
C�
z
w
m
0
SCALE 1/4" = T-®"
I -DIM. '
EI GH
f� DIM. 'D' FRAME
OPENING WIDTH
FOUNDATION ATTACHMENT
TO EXISTING — USE NO. 4
EPDXY DOWELS TIED INTO
EXISTING FOUNDATION TYP.
BASEMENT (CRAWL SPACE) DOOR
CLASSIC SERIFS — STEEL SIDED
SIZE
„A„
(WIDTH)
„B„
(LENGTH.
„C„
'HEIGHT)
4T10
(F.D. W)
„E„
(F,D. L)
7„
(C.❑.)
B
51'
64'
22'
44'
60'
41'
C
55"
72'
19 1/2'
48'
67'
45"
❑
47'
58'
30'
40'
58'
37'
SL
51'
43 1/4'
52'
44'
60,
41"
DIM. 'A' WIDTH
EXISTING FIRST FLOOR PLAN
`/ REMOVALS
SCALE 1/4" = T-®"
Lm
REMOVALS .............................
NEW WALLS ...........................
NEW FOUNDATION
'TF FORMING SYSTEMS'.........
coco00
O Qz()z0W
• N z U N :) -i LL w
0Cooaz�a
= N E }WzPow% 0. 0
W � V mwz 88w 8W
m 0 azO�c9aWm
G = �
NO W W z c~
gIt
g�JZUW
C Ln cy) U) W m
_
i Y 0 ~WUa¢O
r� > Qa�w
M �
m
Z
O
O
LL
a
O
iz
W
V
W
a
0
zz
Z
W
>-
�
o�
WZ
CO
Uwe
<<O
z
Z
�Q�
�Qc�
IL
LIJ
0)
0
01
0
0
0
01
(AO(�C�
JI�I�Q�(�
Ir
QLLQ
W
T
VJ
START DATE:
STAMP:
DATE: 05/08/2024
FILE:
PAGE CONTENT:
FLOOR PLAN
DRAFTER: ENGINEER:
PJB Ngij�,qYW
PAPER SIZE: SCALE:
22X34 AS NOTED
SHEET:
20F5
LIGHT AND VENT ROOM
REQUIREMENT TABLE
(AREA REQUIRED AREA SUBMITTED)
RM. AREA
REQUIRED
REQUIRED
SUBMITTED
SUBMITTED
ROOM
SQ. FT.
LIGHT
VENT
LIGHT
VENT
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
UNIT 3
244.5
19.56
9.8
24.2
14.5
BEDROOM
FIRST FLOOR
159.1
12.72
6.36
23.56
12.80
BEDROOM
DOOR SCHEDULE
<( NO.
DESCRIPTION W x H DOOR SIZE
NOTE: VERIFY DOOR ROUGH OPENING
WITH MANUFACTURER
1
6 PANEL DR. 2'-6" x 6'-8"
2
6 PANEL DR. 2'-0" x 6'-8"
3
BI—FOLD DR. 4'-0" x 6'-8"
4
CRAWL SPACE ACCESS DOOR AT BILCO
3'-0" x 5'-6"f FIELD VERIFY
WINDOW SCHEDULE - ANDERSEN 400 SERIES
NO
CODE
TYPE
ROUGH OPENING
GLASS
VENT
EGRESS
ABOVE
WXH
SQ. FT.
SQ. FT.
SQ. FT.
1
TW24310
DOUBLE
2'-6 1 /8" x 4'-0 7/8"
6.73
3.64
3.64
48 "
DOUBLE HUNG
EACH WINDOW
EA. UNIT
EA. UNIT
EA. UNIT
2
TW2662
DOUBLE HUNG
2'-8 1 /8" x 6'-4 7/8"
11.78
6.4
6.4
24"
3
CW145
CASEMENT
2'-4 7/8" x 4'-5 3/8"
8.0
7.5
7.5
MATCH
EXISTING
2x8 RAFTERS
16" O.C.
2x12 LEDGER
BEAM
EXISTING —
STRUCTURE
THERMAL -
ENVELOPE
2x10 LEDGER BEAM -
ATTACHED W/ Y2"
DIAM. ANCHOR
BOLTS 24" O.C.
STAGGERED. FLOOR
JOIST HANGERS FOR
2x10 FL. JSTS.
OPTIONAL
2500 PSI
SLAB
4" THICK -
CONCRETE
6 MIL POLY
VAPOR
BARRIER
3 — NO. 4 REBARS
16" WIDE x 8"
CONCRETE FOOTINGS
UNDISTURBED SOIL, ASSUME
SOIL BEARING PRESSURE TO
BE 2000 POUNDS PER
SQUARE FOOT
APPROXIMATE
iIRAnF"
TYPICAL SECTION
SCALE 1/4" = 1'-O"
5/8" CDX PLYWOOD W/H
CLIPS MATCH EXISTING
ROOF SHINGLES
R-38 CLOSED CELL
SPRAY FOAM INSULATION
BEAM XXXXXX
MATCH EXISTING DORMER,
FASCIA, AND ALL COMPONENTS
OF EXISTING MANSARD ROOF.
SALVAGE EXISTING DORMER TO
BE REMOVED AND REINSTALLED
ON NEW ADDITION IF POSSIBLE.
SEE FLOOR PLANS
48" ICE AND SNOW
SHIELD, BEGIN AT
OVERHANG
ONTINUOUS SEALANT
ETAL DRIP EDGE
OUBLE 2x6 TOP PLATE
2x6 16" O.C. STUD WALL W/R-21
INSUL. AND TYVEK HOUSE WRAP
(OPTIONAL ZIP WALL SYSTEM), Y2"
CDX PLYWOOD SHEATHING OR 7/6"
rewc
3/4" T&G PLYWOOD SUBFLOOR SCREWED,
NAILED W/ CONSTRUCTION ADHESIVE
ALL EXTERIOR TRIM, IN WOOD
TO MATCH EXISTING HOUSE
2x10 RIM JOIST
PROVIDE 10" LONG Y2" DIAM. ANCHOR
BOLTS 7" EMBEDMENT 48" O.C. AND
12" FROM FOUNDATION CORNERS THROUGH
2x8 P.T. SILL PLATE W/ SILL SEALER.
NO. 4 VERTICAL BARS 30" O.C.
THE EXPOSED ICF FOUNDATION WILL BE
PARGED WITH CEMENT AND COLORED
TO MATCH EXISTING GRANITE FOUNDATION
COLOR.
DAMP PROOFING
NO.
30"
OF
12"
4 BARS HORIZONTAL
O.C., 12" FROM TOP
CONCRETE WALL AND
FROM TOP OF FOOTING
3000 PSI 6" THICK POURED
CONCRETE 'TF FORMING
SYSTEMS' WAL
4" PERFORATED DRAIN
TILE DRAIN TO DAYLIGHT
OR STORM WATER SYSTEM
NOTE: INTERIOR TRIM WORK AND FINISHED
FLOORS NOT SHOWN ON DRAWINGS
SEE 'END OF STEEL BEAM —
CONNECTION TO STEEL
COLUMN DETAIL — TYPICAL'
SHEET 4 OF 5
SEE 'INTERSECTING STEEL -
BEAM TO STEEL BEAM
CONNECTION DETAIL'
SHEET 4 OF 5
BEAM NO
END OF FORMER
EXTERIOR WALL
IN KITCHEN
STAIRS:
RISER 7.32"-1-
RUN 10"
NOSING 1"
T STAIRS
SCALE 1/4n = 1'-O"
C
W/ PROPOSED D
D MI ` E f
SCALE 1/4-
INSTALL NEW
SHOWER
EXISTING
BEAM
ABOVE
NEW WALL
TO REMAIN
5'-0" LONG
VANITY W/
SINK
EXPAND AND
INFILL EXISTING
PASSAGE TO
CENTER BETWEEN
CLOSETS
NEW ARCH
2x4'S 16"
O.C. INTER.
WALLS TYP
fY
N NjtWi� 00
IW-JW� fN
O azwz6,
•N z U m'JwaOw
= N E }Wz0ooa
W I V zzWV W
m �zoc�awai
G =�
N �OWWzm~
(j) UW
.� a) 00- ooQoa z
oz
0 0, aH�mi F-LU
c Ln � co W m
_
i Y 0 ~WUa¢O
r� > aaw
m
Z
O
O
LL
a
O
iz
w
cl)
V
W
a
0
START DATE:
STAMP:
DATE: 05/08/2024
FILE:
PAGE CONTENT:
FLOOR PLAN
TYPICAL SECTION
SCHEDULES
DRAFTER: ENGINEER:
PJB Ngij�,qYW
PAPER SIZE: SCALE:
22X34 AS NOTED
SHEET:
30F5
EXISTING
OFFICE —
STUDIO
CHIMNEY
UNIT 3
O (MOST OF UNIT 3
WAS NOT MEASURED
AND DETAILED)
EXISTING
BATH ROOM
REMOVE EXISTING WALL
AND WINDOW SHOWN
DASHED. PROVIDE MIN.
36" LANDING AT TOP
OF NEW STAIRS.
ABOVE BEAM TO SPAN
4'-5" THIS DIMENSION
EXISTING REMOVE EXISTING 'FORMER'
OFFICE— EXTERIOR WALL TO THE
STUDIO HEIGHT BELOW PROPOSED
NEW STAIRS LANDING
CLO.
p LANDING
w STEP
0 p
QZ
>I
J
Q0�
ow _
wp
Qo36" MIN.
� PROVIDE HARDWIRE 36" 1N
U 0 ® SMOKE DETECTOR
W/ BAT. BACKUP
-i & CARBON MONOXIDE
� W 3 -i DETECTOR
STORAGE 34' MIN .
--J
ROOM00 HIGH
HANDRAIL
BEAM PROVIDE HARDWIRE
® SMOKE DETECTOR
W/ BAT. BACKUP
& CARBON MONOXIDE
DETECTOR +
3 UNIT 3
EXISTING
FRAME FLOOR JOISTS OVER BEDROOM
EXISTING STAIRWELL. MATCH
EXISTING FLOOR
EXISTING SE N �LOOR PLAN
C
F
SCALE 1/4" = 1'-0n
(NY) TABLE N1102.1.2 (R402.1.2)
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
CLIMATE
ZONE
FENESTRATION
SKYLIGHT
GLAZED
CEILING
WOOD FRAME
MASS
FLOOR
BASEMENT
SLAB
CRAWL
U-FACTOR
U-FACTOR
FENESTRATION
R-VALUE
WALL
WALL
R-VALUE
WALL
R-VALUE
SPACE
SHGC
R-VALUE
R-VALUE
R-VALUE
AND DEPTH
R-VALUE
5
0.30
NR
NR
R38
R21
NA
NA
R15
NA
NA
1' I
REMOVAL
NEW WALL
NEW FOur
'TF FORMI
FRAME FLOOR
JOISTS OVER
EXISTING STAIRWELL
MATCH EXISTING
FLOOR
T*\/ED I rl A I
BI
(FACING FROM SACK OF HOUSE)
SCALE 1/4" = 1'-0"
3" DIAM. SCHEDULE
40 STEEL COLUMN
6"x1 /2"x6" STEEL
PLATE, 4-3/4"
DIAM. M BOLTS
END OF STEEL BEAM
CONNECTION TO STEEL
COLUMN DETAIL - TYPICAL
SCALE: NONE
BEAM NO. 1
W12x30
4"x4"x1 /2", 8" LONG,
STEEL ANGLES
WELDED TO WEB OF
BOTH INTERSECTING
BEAMS
CUT FLANGE OF STEEL
BEAM AS NECESSARY TO
ABUT INTERSECTING
STEEL BEAM
BEAM NO. 2
W12x22
INTERSECTING STEEL
BEAM TO STEEL BEAM
CONNECTION DETAIL
SCALE: NONE
(714 Ni co0 0
IW-JWZ� fN
O Qz()z0W
• Q) z U co) W IL 0 W
� 0co0az�a
= N E }WzooOa
W I Ca)Z z Z W V W
mp�Zco) 10
WWfn
T�
30�=W�2et
g Q U >1 ZZZ W
a) 00 OzWOg
=o_a�Z
w aoz�z q
Y 0 ~ F. I Q O
> W a a 3: W
it
m
Y
�
Z
�
O
LL
a
0
iz
w
cl)
V
Lu
�
W
a
0
START DATE:
STAMP:
DATE: 05/08/2024
FILE:
PAGE CONTENT:
SECOND FL. PLAN,
ELEVATION
DRAFTER: ENGINEER:
JB Ngij�,qY
PW
PAPER SIZE: SCALE:
22X34 AS NOTED
SHEET:
40F5
R D I BOARD'
/LENT SIDING
r0 MATCH
STING COLOR
REVEAL OF
REST OF THE
J SE TYP.
� I
PROPOSED ADDITION .PRBILCOPOSED
DOOR
L -Ls
LEFT SIDE
ELEVATION
W/ PROPOSED ADDITION
(FACING FROM BACK OF HOUSE)
SCALE 1/4" = 1'-0"
NOTE: THE ENGINEER MUST BE NOTIFIED IF ANY
ITEMS USED/SUBSTITUTED BY CONTRACTOR ARE
NOT SPECIFIED ON THE DRAWINGS
TABLE R301.20)
CLIMATE AND GEOGRAPHIC DESIGN CRITERIA
SEISMIC
DESIGN
CRITERIA
SUBJECT TO DAMAGE FROM
WEATHERING
FROST LINE
TERMITE
DEPTH
C
SEVERE
48"
MODERATE
GROUND
SNOW
WIND DESIGN
SPEED
TOPOGRAPHIC
SPECIAL
WINDBORNE
LOAD
(MPH)
EFFECTS
WIND
DEBRIS
REGION
ZONE
50
115
NA
NA
I NA
WINTER
ICE BARRIER
FLOOD
AIR
MEAN
DESIGN
UNDERLAYMENT
HAZARDS
FREEZING
AIR
TEMP.
REQUIRED
INDEX
TEMP.
—1
YES
NA
1500
NA
IN
�' f �_---
REMOVALS .............................
NEW WALLS ...........................
NEW FOUNDATION
'TF FORMING SYSTEMS'.........
Z
O
F
0
_o
Q
0
w
V)
O
O
�
o
II I I I
PROPOSED ADDITION
II I I I
u
L Z
W/ R C)SE D ADDITION
SCALE 1/4" = 1'-0-
WORK LOCATION
t 9
EVolve NY
v'f Charging Station
a
The Residences
at Spring Valley
VEmm� E Imo_
SCALE: NONE
ro.a.
�Is'
Y�
N cco
Niu, 00
IW—
JWZHfjj
O Qz()z0W
•N z U N'JW--
Ow
fi
0Cooaz�a
= N E }WzPow% 0. 0
Lu
L: � V mzw 88Lu w 8W
m 0 azO�c9aWm
G = �
N� O W W z�~
gmet
gFJZULu
W
0 � �^ � QH�� f"W
C I-.� l � co QVc.D W to
i Y 0 ~WUa¢O
r� > Q IL 9L
m
Y
W
Z
0
O
LL
a
O
iz
W
0)
o
v
w
�
w
a
0
START DATE:
STAMP:
DATE: 05/08/2024
FILE:
PAGE CONTENT:
ELEVATIONS
TABLE, MAP
DRAFTER: ENGINEER:
JB Ngij�,qY
PW
PAPER SIZE: SCALE:
22X34 AS NOTED
SHEET:
50F5