2024-0369(2)GENERALNOTES
1. DESIGNED IN ACCORDANCE WITH 2O20 BUILDING CODE OF NYS (2018 IRC WITH NEW YORK STATE AMENDMENTS. IT IS THE
INTENT OF THESE DRAWINGS IS TO COMPLY WITH ALL BUILDING CODE REQUIREMENTS AND ASSOCIATED REFERENCED
STANDARDS WITHIN THE BUILDING CODE OR SPECIFIED HEREIN. WHERE ANY DISCREPANCY EXISTS THE MORE STRINGENT
SHALL GOVERN THE CONTRACTORS BID AND CONSTRUCT IONNVORK, HOWEVER IN NO CASE SHALL WORK BE INSTALLED OR
COMPLETED WHICH IS NOT IN CONFORMANCE WITH THE REQUIREMENTS OF ANY CODE SECTION OR REFERENCED
STANDARD.
2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN DIMENSIONS OR
ELEVATIONS.
3. DO NOT CHANGE SIZE OR SPACING OF BUILDING COMPONENTS OR STRUCTURAL MEMBERS. CONTRACTOR SHALL NOTIFY
ENGINEER OF PROPOSED DEVIATIONS OR SUBSTITUTIONS FROM DIMENSIONS OR MATERIALS SHOWN ON THE DRAWINGS
AND MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY ENGINEER.
4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS, DETAILS, OR PROVISIONS FOR MEANS AND METHODS OR
FOR CONSTRUCTION SAFETY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS AND METHODS AND
CONSTRUCTION SAFETY, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPLEMENTATION OF ANY REQUIRED TEMPORARY
CONDITIONS OR SHORING REQUIRED FOR PHASING, SEQUENCING, OR IMPLEMENTATION/INSTALLATION OF WORK
SPECIFIED.
5. DESIGNED PER 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS (2018 INTERNATIONAL ENERGY CONSERVATION
CONSTRUCTION CODE WITH NYS AMENDMENTS).
6, ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN THE RESIDENTIAL CODE SHALL BE PROVIDED WITH A
MANUFACTURERS LABEL, DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARD WITH
WHICH IT COMPLIES. SEE MINIMUM CATEGORY CLASSIFICATION OF GLAZING TABLE ON DRAWING #7 FOR GLAZING
CLASSIFICATIONS AND REQUIREMENTS.
7. BUILDING SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF
680F AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN HABITABLE ROOMS AT THE DESIGN
TEMPERATURE.
8. TOILET, BATH, AND SHOWER FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE MINIMUM FIXTURE CLEARANCES
DIAGRAM ON DRAWING #7.
9. ALL CO AND SMOKE ALARMS REQUIRED SHALL BE INTERCONNECTED. ALARMS SHALL BE CONNECTED TO THE PRIMARY
BUILDING POWER SOURCE AND SHALL CONTAIN BATTERY BACK-UP.
10. ALL FOAM PLASTIC OR FOAM PLASTIC CORES OF MANUFACTURED ASSEMBLIES SHALL BE COVERED WITH MINIMUM 1/2 INCH
GYPSUM BOARD WHICH IS MECHANICALLY FASTENED TO SUPPORT STRUCTURE.
11. IN ALL FRAMED WALLS, FLOORS, AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A
4-MIL POLY VAPOR RETARDER SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION.
12. FIRE -BLOCKING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH VERTICAL AND HORIZONTAL
BETWEEN BUILDING STORIES. BLOCKING SHALL BE INSTALLED VERTICALLY AT CEILING AND FLOOR LEVELS, AND IN ALL
VERTICAL OR HORIZONTAL CAVITIES EXCEEDING 10 FT IN LENGTH OR HEIGHT AT INTERVALS NOT TO EXCEED 10 FEET.
BTTTS OR BLANKETS OF MINERAL OR GLASS FIBER INSULATION OR SOLID WOOD BLOCKING SHALL BE USED FOR
FIRE -BLOCKING. REFER TO R302.11 FOR ADDITIONAL REQUIREMENTS.
13. ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQUARE FEET. OPENINGS SHALL BE MINIMUM 22
INCHES BY 30 INCHES AND SHALL HAVE A MINIMUM 30 INCH UNOBSTRUCTED HEADROOM HEIGHT. VERIFY AND COORDINATE
LOCATION(S) IN FIELD WITH BUILDER/OWNER.
14. THE PLANS HEREIN HAVE BEEN DESIGNED FOR A DEAD LOAD OF 10 PSF FOR EACH FLOOR AND ROOF LEVEL, LIVE LOADS
SPECIFIED IN THE UNIFORM LIVE LOAD TABLE, AND THE ROOF SNOW LOAD, AS A SINGLE FAMILY DWELLING, AND FOR
OTHER REGIONAL OR CLIMACTIC DATA IN THE DESIGN CRITERIA TABLE THIS DRAWING.
15. HABITABLE ROOMS HAVE BEEN DESIGNED TO PROVIDE NATURAL LIGHT AND VENTILATION AT A RATE OF 8% AND 4%
RESPECTIVELY. FOR @BITABLE WHERE EITHER IS NOT PROVIDED, ARTIFICIAL LIGHTING AND MECHANICAL VENTILATION
SHALL BE PROVIDED. 8EE TABLE PROVIDED FOR INDIVIDUAL ROOM CALCULATIONS AND COMPLIANCE REQUIREMENTS ON
DRAWING #2. WHERE WHOLE HOUSE VENTILATION SYSTEMS ARE INSTALLED THAT MEET THE VENTILATION DEMAND FOR
THE ENTIRE THERMAL ENVELOPE IN ACCORDANCE WITH M1505.4, THE GLAZED AREA OF A HABITABLE ROOM NEED NOT BE
OPENABLE (R303.1 EXCEPTION 1),
8:12=
16. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE, AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 1/2-INCH GYPSUM BOARD.
17. A MECHANICAL WHOLE -HOUSE VENTILATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH M1507.3 PROVIDING A
CONTINUOUS AIRFLOW RATE AS SPECIFIED OR INTERMITTENTLY OPERATING 25% OF EACH 4-HOUR SEGMENT WITH A
MINIMUM AIRFLOW RATE AS SPECIFIED. INTAKE AND EXHAUST OPENING LOCATIONS SHALL BE COORDINATED WITH
RESTRICTIONS OUTLINED IN R303.5. INCLUDE FINISHED BASEMENTS OR FUTURE SPACES IN THE SIZING OF SUCH SYSTEMS.
CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION;
DWELLING SIZE 1BR 2-3BR 4-5BR
1500 SF 30CFM 45CFM 60CFM
1501-3000 SF 45CFM 60CFM 75CFM
3001-4500 SF 60CFM 75CFM 90CFM
4501-6000 SF 75CFM 90CFM 105CFM
INTERMITTENT WHOLE -HOUSE MECHANICAL VENTILATION;
PERCENT OF CONTINUOUS RUN TIME IN EACH 4-HR SEGMENT - MIN CFM REQ'D
25%- MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 4
33% - MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 3
50%- MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 2
66% - MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 1.5
75% - MULTIPLY REQ'D CONTINUOUS VENTILATION ABOVE BY FACTOR OF 1.3
18. INTERIOR AND EXTERIOR STAIRS AND LANDINGS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE
THE LANDINGS AND TREADS TO A LEVEL OF NOT LESS THAN 11 LUX OR 1 FC. A SWITCH OPERATING LIGHTING SHALL BE
INSTALLED AT EACH FLOOR LEVEL THAT ACCESSES THE STAIRWAY. REFER TO STAIR NOTES ON DRAWING #7 FOR
ADDITIONAL INFORMATION AND REQUIREMENTS.
19. BASEMENTS, HABITABLE ATTICS, AND EVERY SLEEPING ROOM SHALL BE PROVIDED WITH AN EMERGENCY ESCAPE AND
RESCUE OPENING OPENING DIRECTLY TO THE EXTERIOR PUBLIC WAY. OPENINGS SHALL BE OPERATIONAL FROM THE
INTERIOR WITHOUT THE USE OF SPECIAL DEVICES, KEYS, OR TOOLS. PROVIDE A MINIMUM OPENING OF 5.7SF FOR ABOVE
GRADE LEVELS, AND 5.OSF AT OR BELOW GRADE. OPENINGS SHALL HAVE A MINIMUM CLEAR HEIGHT OF 24-INCHES AND
CLEAR WIDTH OF 20-INCHES. SILL HEIGHTS FOR ESCAPE AND RESCUE OPENINGS SHALL NOT BE INSTALLED HIGHER THAN
44-INCHES ABOVE THE FLOOR. BASEMENT ESCAPE OPENINGS SHALL HAVE A WINDOW WELL INSTALLED IF GRADE IS ABOVE
THE OPENING SILL ELEVATION (HORIZONTAL PROJECTION OF 3 FT FROM WALL FACE AND MINIMUM AREA OF 9 SF). WINDOW
WELL FLOORS MORE THAN 44-INCHES BELOW ADJACENT GRADE SHALL HAVE LADDERS OR STEPS INSTALLED COMPLYING
WITH R310.2.3.1. EXIT DOORS MAY BE USED TO SATISFY ESCAPE AND RESCUE REQUIREMENTS.
20. EACH HOME SHALL BE AIR -LEAK TESTED IN ACCORDANCE WITH ASTM E 779 OR ASTM E 1827 AND SHALL NOT EXCEED 3 AIR
CHANGES PER HOUR.
21. ENERGY CODE COMPLIANCE FOR THIS HOME UTILIZES THE TOTAL UA ALTERNATIVE OUTLINED IN R402.1.5. SEE PROJECT
SPECIFIC RESCHECK CERTIFICATION AND CALCULATIONS FOR MINIMUM INSULATING AND PERFORMANCE REQUIREMENTS
OF THE THERMAL ENVELOPE.
22. INSULATING BAFFLES SHALL BE INSTALLED ABOVE INSULATION IN VENTED ATTICS BETWEEN EACH RAFTERS OR TRUSS
CAVITY WITH ONE END NEAR THE VENTED SOFFIT AND THE OTHER EXTENDED ALONG THE UNDERSIDE OF THE ROOF
SHEATHING CLEAR OF INSULATION. ENERGY OR RAISED HEEL TRUSSES WITH ADEQUATE VENTILATION CLEARANCE
BETWEEN THE TOP OF BATT TO THE UNDERSIDE OF ROOF SHEATHING MAY OMIT BAFFLES.
23. MOISTURE BARRIERS INSTALLED BENEATH SIDING OVER EXTERIOR WALL SHEATHING (HOUSE WRAP) SHALL HAVE LAPPED
AND TAPED SEAMS COVERING THE ENTIRE SHEATHED WALL SURFACE. UPPER SEGMENTS OF WRAP SHALL LAP OVER
LOWER LEVELS TO ALLOW MIGRATION OF WATER DOWNWARD OVER SEAMS.
24, A MINIMUM OF 90% OF ALL LIGHT BULBS SHALL BE ENERGY SAVING TYPE.
25. LATERAL LOAD RESISTING SYSTEM FOR THE STRUCTURE HAS BEEN DESIGNED USING THE SIMPLIFIED WALL BRACING
PROVISIONS OF THE 2020 RESIDENTIAL BUILDING CODE SECTION R602.12.
26. THE NOTES, SECTIONS, AND DETAILS ON THESE DRAWINGS ARE TYPICAL UNLESS OTHERWISE INDICATED. SIMILAR
REFERENCES AND DETAILS OR REQUIREMENTS APPLY TO SIMILAR CONDITIONS.
REVIEWED FOR
ENERGY CODE COMPLIANCE
- 21'-0" -
12
8 8:12
0F__
RONT ELEVATION
-
_ 12
R�
REAR
a
TOWN OF QUEENSBURY
BUILDING DEPARTMENT
Based on our limited examination, Compliance
with our comments shall not be construed as
indicating the plans and speci icatians are in
2 full Compliance wiih the Building Codes of
o -
New York State.
NOTICE
KRAFT PAPER INSULATION
MUST BE COVERED BY
NON-COMBUSTIBLE BARRIER
NOTICE
FOAM INSULATION MUST BE
COVERED BY 15 MINUTE
THERMAL BARRIER
NOTICE:
Smoke detectors are required in bedrooms,
adjacent to bedrooms and on each floor
level including cellar or basement.
All smoke detectors $ carbon monoxide
detectors shall be Interconnnected with
battery backup and located on all levels.
Carbon monoxide detecto are repqair�
outside sleeping areas and on all Idvels.
TABLE R301.2 (1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
WIND DESIGN
SEISMIC
DESIGN
CATEGORY
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
HAZARDS
AIR
FREEZING
MEAN
ANNUAL
CLIMATE
ZONE
SPEED
TOPOGRAPHIC
SPECIAL WIND
WIND-BORNE
WEATHERING
FROST LINE
TERMITE
LOAD
a (mph)
EFFECTS k
REGION
DEBRIS ZONE m
f
a
DEPTH b
TEMP e
REQUIRED h
e
INDEX
TEMPI
50
115
NO
NO
NO
B
SEVERE
4 FT
SLIGHT -MOD
0° F
YES
NO
2500
45.2° F
6A
FOR SI: 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 MILE PER HOUR = 0.447m/s
NOTES:
a. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE. THE
WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX, "NEGLIGIBLE," "MODERATE" OR "SEVERE" FOR CONCRETE AS DETERMINED FROM FIGURE R301.2(3). THE GRADE
OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C90, C 129, C 145, C 216 OR C 652.
b. THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1). THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM
DEPTH OF FOOTING BELOW FINISH GRADE.
c. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN
TERMITE DAMAGE.
d. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP [=IGURE R301.2(4)A]. WIND EXPOSURE CATEGORY SHALL BE
DETERMINED ON A SITE -SPECIFIC BASIS IN ACCORDANCE WITH SECTION R301.2.1.4.
e. THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 97 1/2-PERCENT VALUES FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL
PLUMBING CODE. DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE
BUILDING OFFICIAL.
f. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1.
g. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH (A) THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM (DATE OF ADOPTION OF
THE FIRST CODE OF ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS), (B) THE DATE(S) OF THE FLOOD INSURANCE STUDY AND (C) THE PANEL NUMBERS AND DATES OF THE
CURRENTLY EFFECTIVE FIRMS AND FBFMs OR OTHER FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION, AS AMENDED.
h. IN ACCORDANCE WITH SECTIONS R905.1.2, R905.4.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1 AND R905.8.3.1, WHERE THERE HAS BEEN A HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE
DAMMING, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "YES." OTHERWISE, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "NO".
i. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX (BF -DAYS) FROM FIGURE R403.3(2) OR FROM THE 100-YEAR (99
PERCENT) VALUE ON THE NATIONAL CLIMATIC DATA CENTER DATA TABLE "AIR FREEZING INDEX -USA METHOD (BASE 37F)."
j. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC DATA CENTER DATA TABLE "AIR FREEZING INDEX -USA
METHOD (BASE 32° F)."
k. IN ACCORDANCE WITH SECTION R301.2.1.5, WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE TO TOPOGRAPHIC SIND SPEED-UP
EFFECTS, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "YES". OTHERWISE, THE JURISDICTION SHALL INDICATE "NO" IN THIS PART OF THE TABLE.
I. IN ACCORDANCE WITH FIGURE R301.2(4)A, WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS, THE JURISDICTION SHALL FILL IN THIS PART OF THE
TABLE WITH "YES" AND IDENTIFY ANY SPECIFIC REQUIREMENTS. OTHERWISE, THE JURISDICTION SHALL INDICATE "NO" IN THIS PART OF THE TABLE.
m. IN ACCORDANCE WITH SECTION R301.2.1.2.1, THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONE(S). OTHERWISE, THE JURISDICTION SHALL INDICATE "NO" IN THIS
PART OF THE TABLE.
THERMAL ENVELOPE
LOCATION
MAX U-FACTOR
MIN R-VALUE
LOCATION
MAX U-FACTOR
MIN R-VALUE
WINDOWS (LOW E)
0.30
NA
FIRE DOOR
0.14
NA
15-LITE SLIDERS & PATIO DOORS
0.30
NA
UNFINISHED BASEMENT
NA
19 (CONTINUOUS)
CEILINGS
NA
38 (FRMG CAVITY)
BASEMENT EGRESS WINDOW
0.29
NA
EXTERIOR WALLS
NA
21 (STUD CAVITY)
TYPICAL EXTERIOR DOOR
0.24
NA
BASEMENT SASH
0.40
NA
THERMAL ENVELOPE NOTES:
1. THE THERMAL ENVELOPE COMPLIANCE METHOD USED FOR DESIGN PURPOSES HAS BEEN COMPLETED IN ACCORDANCE WITH CODE SECTION N1102.1.5 USING THE TOTAL UA
ALTERNATIVE (SEE ATTACHED RESCHECK CERTIFICATE FOR MORE INFORMATION AND CALCULATIONS).
2. EACH COMPONENT SHALL MEET OR EXCEED THE THERMAL VALUE(S) SPECIFIED ABOVE OR SHALL ALTERNATIVELY MEET THE PRESCRIPTIVE INSULATION AND FENESTRATION
REQUIREMENTS OF TABLE N1102.1.2 (R402.1.2).
3. WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NOT GREATER THAN 0.3 CFM PER SQUARE FOOT, AND FOR SWINGING DOORS, NOT
GREATER THAN 0.5 CFM PER SQUARE FOOT, WHEN TESTED IN ACCORDANCE WITH NFRC 400 OR AAMANVDMA/CSA 101/I.S.2/A440.
8:12
I-
=12=
BASEMENT EGRESS WINDOW -
AND ENCLOSURE/ESCAPE WELL.
SEE NOTES ON FDN PLAN AND
DETAILS FOR MORE INFO
OLEFT ELEVATION
RIGHT ELEVATION
=8:12=
301.18-2-59 2024-0369
Cerrone Builders
54 Dean Thomas Way, lot 16
SFD w/unfinished basement, gas fp 1677 s.f.
3-car attached garage 750 s.f.
DANIEL W. RYAN P.E.
Licensed Professional Engineer
P.O. BOX 1386
Nokomis, FL 34274
(518) 742-9569
dryan@dwrpe.com
STRUCTURAL
■ CIVIL ■
MUNICIPAL
ENGINEERING
www.dwrpe.com
ALL FEDERAL, STATE, AND LOCAL CODES AND
REGULATIONS SHALL BE CONSIDERED TO BE PART
OF THE PROJECT DETAILS AND SPECIFICATIONS
HEREIN. IF DISCREPANCIES BETWEEN THE CODES
AND REGULATIONS AND THE INFORMATION
CONTAINED ON THESE PLANS EXIST, THE MORE
STRINGENT SHALL APPLY UNLESS THE INFORMATION
SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION
OF THE CODE, IN WHICH CASE THE CODE OR
REGULATION SHALL TAKE PREFERENCE OVER PLANS.
DIG SAFELY
CALL BEFORE YOU DIG
WAIT THE REQUIRED TIME
CONFIRM UTILITY RESPONSE
RESPECT THE MARKERS
DIG WITH CARE
SAFE DIGGING IS EVERYONES RESPONSIBILITY!
PLEASE CALL THE APPROPRIATE STATE DIG SAFE
HOTLINE OR CALL CENTER BEFORE YOU DIG.
IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
FOR ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF AN ITEM BEARING THE SEAL OF AN
ENGINEER IS ALTERED, THE ALTERING ENGINEER
SHALL AFFIX TO THE ITEM HIS SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
SIGNATURE, THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
DRAWING STATUS:
ELE COPY
TOWN OF QUEENSBUF
FIRE MARSHAL'S OFFI(
REVIEWE�Y
DATE ` T
_
COMMENTS, eu rem
ENGINEERS STAMP:
7/18/24
REVISIONS
5
4
3
w
a
}
J
W
Q
2
7/18/24 REVISED FRONT GABLE
1
7/11/24 REVISED HIP/GABLES
PROJECT NO.: 1881
SCALE:
AS NOTED
a
DATE:
6/19/24
Z
W
co
o
DRAWN BY:
DWRPE
U
Z
PROJECT:
CERRONE BUILDERS INC
LU
LOT 16 VUS
j
QUEENSBURY, NY
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DRAWING TITLE
GENERAL NOTES &
W
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BUILDING ELEVATIONS
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DRAWING NO.
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7'-0"
14'-0"
11'-D"
28'-0"
5-6"
5'-6"
5-0"
6-10 1 /8"
10'-4 1/2"
V-11 1 /8"
V-11 1 /8"
O
I
(3) 2X10 DROPPED
-
M
NOTIC
PORCH BEAM AT
N
GAS BURNING DIRECT
VENT
PERIMETER
FIREPLACE, COORD.
STYLE
Install per manuf
AND FINISH WITH BUI
DER
COVERED PORCH
NOOK
PRIOR TO CONST. INSTALL
PER MANUF. SPECIFICATIONS
Specs and
(CONCRETE FLOOR)
A
o
:15-LITE
�
� M plan rev
30
DOm
TEMP.
��
*R.O. HT
INCREASED
FAN
FOR TRANSOM O
13-8 1/2"
10'-1'
13'-7 1/2"
23'-8 1/2"
o � BATH
2 W.I.C.
3-2X12 HDR
C4 LLL
cfl 6
2
_
6
2
BEDROOM #1
�^ KITCHEN
��
TOP PUNDELATE
FAMILY ROOM
L13
-
AT FP OPNG
rJ
L
NOTE:
KITCHEN LAYOUT
T-7"
6'-2 1/2"
BSMNT
SHOWN IS
EGRESS
• o
SCHEMATIC ONLY -
BELOW
SMOKE MIN. 22X30 2a
o
COORDINATE FINAL
LAYOUT WITH
ALARM ATTIC
®
BUILDER PRIOR TO
BEDROOM #2
ACCESS
CONSTRUCTION
-
I
-
o
26 r -1
r
N
SMOKE iv
ALARM
U) 2e
2a
L - J
26
26
FAN® C.O.
o
z DET.
,
�5
5'-4 3/4" 5'-4 3/4"
BATH 1 Q 4.4
ct) ®
L-C,)) SMOKE[1
PANTRY
3'-7"
-- P-ANTRY -
SLOPED FAR
N LIVING ROOM
DET.
bo T_' ALARM
SMOKE
-
TEMP.
BASEMENT STAIR
ALARM
N
„
9'-8 1/2" 8'-2 1 /2
`�
13 R AT 7.96" t
12T AT 9" t
20 20 20 20
6'-4" MUD
ENTRY
r ROOM
o `'
ALMARM
- -
a
2 c�
r
3'-7"
co
iO 2a
I
� �
30
o
`-
"' W.I.C. o
4
18'-4"
DEN
2a
-1" r
I
j
9-LITE
M �20
1--,
__ _ _.
__W .._
��� �� -
2' BARN DR
9-LITE I;
B
COVERED
BUILT-UP STUD
r-
N
PORCH
b
COLUMNS AT
28
io
POINT LOADS
0
12'-1"
28
"` co
(CONC. FLOOR)
(TYPICAL)
1/2" GYPSUM
WALL BOARD `'
FIRE 611"
co
ON GARAGE WALLS COMMON
I WITH DWELLING
(3) 2X10
- --
g
1 0,
17'-0"
13'-0"
DROPPED
PORCH
28SELF-CLOSING
BEAM AT
HEAT 20-MIN
0
FIRE RATED
PERIMETER
DET. DOOR
ASSEMBLY
CODE REQUIRED
Cn
F_
0
FIRE RATED SEPARATION
0
m
INSTALL 1/2'' GYPSUM WALL
m
BOARD ON GARAGE CEILING
z
z
3-CAR GARAGE
C2
x
�
O
OO
GARAGE PORTAL FRAME (SEE DETAIL) WITH
(2) 1.75 x 11 7/8" LVL OH DOOR HDR (CCNT. SPAN)
°°O H. DOOR
16 X 7
8°X 7� O.H. DOOR _
10'-0"
14'-0"
6-0"
6-0"
9'-1 3/8"
2'-10 5/8"
6'-0"
6-0"
30'-C
18'-0"
12-0"
60'-0"
FIRST FLOOR PLAN
1/4"=1'-0" TOTAL LIVING SPACE=1677t S.F.
icturer's
,ee
lew
*R.O. HT
INCREASED
FOR TRANSOM
c?
zo
w
FLOOR PLAN NOTES:
1. ALL EXTERIOR WALLS ARE 2X6, UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS ARE
2X4, UNLESS NOTED OTHERWISE. USE PRE-CUT WALL STUDS WITH A CONTINUOUS
DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE FOR A FIRST FLOOR CEILING HEIGHT
OF 9'-1 1/8", UNLESS OTHERWISE NOTED.
2. GARAGE EXTERIOR WALLS ARE 2X4, UNLESS NOTED OTHERWISE.
3. ALL INTERIOR DOORS SHALL BE PRE -HUNG DOORS WITH SIZES AS SPECIFIED ON THE
FLOOR PLAN. VERIFY THE STYLE AND FINISH FOR ALL DOORS WITH THE BUILDER &
OWNER PRIOR TO CONSTRUCTION.
4. WALL DIMENSIONS INDICATED ARE TO FACE OF STUD, UNLESS NOTED OTHERWISE.
5. INSTALL WATER CLOSETS, LAVATORIES, AND SHOWERS WITH CLEARANCES AS
INDICATED IN TABLE ON DRAWING #7.
6. EACH BATHROOM EXHAUST FAN MUST BE VENTED DIRECTLY TO THE EXTERIOR.
COORDINATE THE EXHAUST VENT DISCHARGE LOCATIONS IN THE FIELD WITH THE
BUILDER & OWNER PRIOR TO CONSTRUCTION.
7. WHERE FLOOR JOISTS ARE PARALLEL WITH EXTERIOR BEARING WALLS, INSTALL SOLID
FULL HEIGHT 2X WOOD BLOCKING AT 36" O.C. INTERVALS ALONG PARALLEL WALL
LENGTH IN FIRST BAY ADJACENT TO RIM JOIST. SEE SECTIONS AND DETAILS FOR
MORE INFORMATION.
8. INSTALL DOUBLE FLOOR JOISTS AT 16" OC WHERE TUBS AND PARALLEL PARTITION
WALLS OCCUR ABOVE.
9. AT EXTERIOR EXITS IF SITE GRADING REQUIRES MORE THAN ONE TREAD TO GRADE,
INSTALL LANDING (UNLESS AT PORCH), TREATED STAIR, GUARDS, AND HANDRAIL PER
CODE. SEE STAIR NOTES ON DRAWING #7 FOR MORE INFORMATION.
10. CONTRACTOR TO INSTALL ATTIC ACCESS IN ACCORDANCE WITH CODE
REQUIREMENTS. COORDINATION LOCATION IN FIELD WITH OWNER & BUILDER.
MINIMUM ATTIC OPENING SHALL BE 22"X30" AND THE PERIMETER SHALL BE SEALED
WITH A COMPRESSIBLE GASKET WITH FULL INSULATION DEPTH OVER THE ACCESS
DOOR.
11. SEE GENERAL NOTES ON DRAWINGS #1 & #7 AND WOOD FRAMING NOTES ON DRAWING
#3 FOR ADDITIONAL REQUIREMENTS AND INFORMATION.
12, RANGE EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CFM
SHALL BE PROVIDED WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO THE
EXHAUST AIR RATE. SUCH MAKEUP AIR SYSTEMS SHALL BE EQUIPPED WITH A MEANS
OF CLOSURE AND SHALL BE AUTOMATICALLY CONTROLLED TO START AND OPERATE
SIMULTANEOUSLY WITH THE EXHAUST SYSTEM.
13. GARAGES SHALL BE PROVIDED WITH A HEAT DETECTION DEVICE RATED FOR THE
OUTDOOR AMBIENT TEMPERATURE AND WITH BATTERY BACKUP INTERCONNECTED
WITH THE SMOKE OR FIRE ALARM SYSTEM (DEVICE SHALL BE UL521 OR UL539).
14, EXTERIOR PORCH COLUMNS SHALL HAVE A MINIMUM P.T. 6X6 CORE, UNLESS
OTHERWISE NOTED. INSTALL POSTS FLUSH TO EXTERIOR FACE OF SUPPORTED
BEAMS AND ANCHOR EACH POST TO BEAMS WITH SIMPSON AC6 OR ACE6 OR SIMILAR
CONNECTORS. POST BASES SHALL BE ANCHORED TO SUPPORTING SURFACES WITH A
SIMPSON ABW66 OR SIMILAR POST BASE. VERIFY AND COORDINATE COLUMN STYLES
AND FINISHES WITH BUILDER AND OWNER PRIOR TO CONSTRUCTION.
15. FIREPLACES, WHEN SHOWN, SHALL BE GAS BURNING DIRECT VENT AND/OR ZERO
CLEARANCE PREFABRICATED INSERTS/UNITS WITH A FLUE/EXHAUST PER CODE TO
THE EXTERIOR IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION
REQUIREMENTS/SPECIFICATIONS. MAINTAIN PROPER CLEARANCES FOR INSTALLATION
OF ADJACENT/SURROUNDING FRAMING AND FINISHES. VERIFY AND COORDINATE THE
LOCATION, SIZE, STYLE, AND FINISHES OF THE FIREPLACE AND RELATED
COMPONENTS WITH THE BUILDER AND OWNER PRIOR TO CONSTRUCTION.
16. CABINETS, APPLIANCES, ISLANDS, FIXTURES, CLOSETS, SHELVING, BUILT-INS, AND
SIMILAR FINISHES AND/OR COMPONENTS ARE SCHEMATIC ONLY. VERIFY AND
COORDINATE PROJECT REQUIREMENTS FOR THESE ITEMS WITH THE BUILDING AND
OWNER PRIOR TO CONSTRUCTION.
17, WINDOWS AND EXTERIOR DOORS SHALL BE OF MANUFACTURE, STYLE, AND FINISH
PER THE BUILDER'S AND OWNER'S PROJECT SPECIFICATIONS. VERIFY AND
COORDINATE REQUIREMENTS WITH THE BUILDER AND OWNER PRIOR TO START OF
CONSTRUCTION. THERMAL PERFORMANCE OF WINDOWS AND EXTERIOR DOORS
SHALL MEET THE MINIMUM PERFORMANCE REQUIREMENTS SPECIFIED ON THE
THERMAL ENVELOPE TABLE ON DRAWING #1.
18. REFER TO DRAWING #3 FOR ROOF PLAN, WINDOW SCHEDULE, THE TYPICAL BUILDING
SECTION, AND RELATED INFORMATION.
NATURAL LIGHT & VENTILATION NOTES
1. ALL HABITABLE ROOMS HAVE BEEN PROVIDED WITH NATURAL LIGHT TO INCLUDE AN
AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF
SUCH ROOMS, UNLESS OTHERWISE NOTED.
2. FOR ROOMS WHICH REQUIRE ARTIFICIAL LIGHT (REFER TO TABLE BELOW), PROVIDE
ADEQUATE LIGHTING/ILLUMINATION THAT PROVIDES A MINIMUM OF 6 FOOTCANDLES
OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL,
3. ALL HABITABLE ROOMS HAVE BEEN PROVIDED WITH VENTILATION TO INCLUDE AN
AGGREGATE AREA OF NOT LESS THAN 4 PERCENT OF THE FLOOR AREA OF SUCH
ROOMS, UNLESS OTHERWISE NOTED.
4. ROOM VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS, OR OTHER
APPROVED OPENINGS TO THE OUTSIDE AIR, SUCH OPENINGS SHALL BE PROVIDED
WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE
BUILDING OCCUPANTS.
5. ALTERNATIVELY, GLAZED AREAS WITHIN HABITABLE ROOMS NEED NOT BE OPENABLE
WHERE THE OPENING IS NOT REQUIRED BY SECTION R310 AND AN APPROVED
MECHANICAL VENTILATION SYSTEM IS PROVIDED CAPABLE OF PRODUCING 0.35 AIR
CHANGES PER HOUR IN THE ROOM.
6. FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS, ANY
ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN AT LEAST
ONE-HALF OF THE AREA OF THE COMMON WALL IS OPEN AND UNOBSTRUCTED AND
PROVIDES AN OPENING OF NOT LESS THAN ONE -TENTH OF THE FLOOR AREA OF THE
iNTERIOR ROOM BUT NOT LESS THAN 25 SQUARE FEET.
7 BATHROOMS, WATER CLOSET COMPARTMENTS, AND OTHER SIMILAR ROOMS SHALL
BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3
SQUARE FEET, ONE HALF OF WHICH MUST BE OPENABLE.
8. THE GLAZED AREAS OF BATHROOMS, WATER CLOSET COMPARTMENTS, OR SIMILAR
ROOMS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND A MECHANICAL
b
VENTILATION SYSTEM ARE PROVIDED. THE MINIMUM VENTILATION RATES SHALL BE 50
o
CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION,
N
VENTILATION AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE.
9. WHERE WHOLE HOUSE VENTILATION SYSTEMS ARE INSTALLED THAT MEET THE
VENTILATION DEMAND FOR THE ENTIRE THERMAL ENVELOPE IN ACCORDANCE WITH
M1505.4, THE GLAZED AREA OF A HABITABLE ROOM NEED NOT BE OPENABLE (R303.1
EXCEPTION 1).
10. HABITABLE ROOMS OR SPACES INCLUDE THOSE AREAS USED FOR LIVING, SLEEPING,
EATING, OR COOKING. BATHROOMS, TOILET ROOMS, CLOSETS, HALLS, STORAGE
SPACES, UTILITY ROOMS, AND SIMILAR SPACES ARE NOT CONSIDERED HABITABLE
SPACES APPLICABLE TO THE REQUIREMENTS OF NATURAL LIGHT AND VENTILATION.
CODE REQUIRED NATURAL LIGHTING & VENTILATION CALCULATIONS TABLE (SQ. FT.)
ROOM NAME
ROOM AREA
REQ'D LT. (8%)
ACTUAL LT.
REQ'D VENT. (4%)
ACTUAL VENT.
KITCH/NOOK/LIVING
645
51.6
76.2
25.8
38.0
MASTER BEDROOM
165
13.2
16.5
6.6
6.7
BEDROOM #2
165
13.2
16.5
6.6
6.7
MASTER BATH 1
NA
NA
112
3.0
4.1
1.5
2.0
FULL BATH 2
3.0
4.1
1.5
2.0
DEN
9.0
24.0
1 4.5
11.6
DAN I E L W. RYAN P.E.
Licensed Professional Engineer
P.O. BOX 1386
Nokomis, FL 34274
(518) 742-9569
dryan@dwrpe.com
STRUCTURAL
■ CIVIL ■
MUNICIPAL
ENGINEERING
www.dwrpe.com
ALL FEDERAL, STATE, AND LOCAL CODES AND
REGULATIONS SHALL BE CONSIDERED TO BE PART
OF THE PROJECT DETAILS AND SPECIFICATIONS
HEREIN. IF DISCREPANCIES BETWEEN THE CODES
AND REGULATIONS AND THE INFORMATION
CONTAINED ON THESE PLANS EXIST, THE MORE
STRINGENT SHALL APPLY UNLESS THE INFORMATION
SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION
OF THE CODE, IN WHICH CASE THE CODE OR
REGULATION SHALL TAKE PREFERENCE OVER PLANS,
DIG SAFELY
- CALL BEFORE YOU DIG
-WAIT THE REQUIRED TIME
CONFIRM UTILITY RESPONSE
RESPECT THE MARKERS
DIG WITH CARE
SAFE DIGGING IS EVERYONES RESPONSIBILITY!
PLEASE CALL THE APPROPRIATE STATE DIG SAFE
HOTLINE OR CALL CENTER BEFORE YOU DIG.
IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
FOR ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF AN ITEM BEARING THE SEAL OF AN
ENGINEER IS ALTERED, THE ALTERING ENGINEER
SHALL AFFIX TO THE ITEM HIS SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
SIGNATURE, THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
DRAWING STATUS:
ENGINEERS STAMP:
�OF w
r 1
C9
+,0, 07906
ROPES
S 1 ONP�
7/18/24
REVISIONS
5
4
3
2
7/18/24 REVISED FRONT GABLE
1
7/11/24 REVISED HIP/GABLES
PROJECT NO.: 1881
SCALE:
AS NOTED
DATE:
6/19/24
DRAWN BY:
DWRPE
PROJECT:
CERRONE BUILDERS INC
LOT 16 VUS
QUEENSBURY, NY
DRAWING TITLE
FIRST FLOOR PLAN &
PLAN NOTES
DRAWING NO.
DWG=2
OF 7
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PREFABRICATED ROOF -
TRUSSES @ 24" O.C. (TYP.)
GABLE END TRUSS
TYPICAL
MIN. 22X30 OPN. IN -
SHEATHING BELOW
OVERFRAMING FOR
ACCESS/VENTILATION
(TYP.)
GIRDER TRUSS
r------- -fir-===
8:12 11 8:12 11 rF_ -1
GIRDER TRUSS I _JJ �L=
-r - ---
�� ICE AND WATER SHIELD
EXTEND MIN. 2'-0" BEYOND
INSIDE WALL LINE (TYPICAL)
X,
`� `� ��� ` OVERFRAMED STEPPED ROOF I I I SEE NOTES FOR MORE
TRUSSES OR 2X8 RAFTERS @ 8:12 I I INFORMATION
GIRDER TRUSS
I I
(I 8:12
I I
I I
I I
I I
II 8:12
24" O.C. AT SHADING TYP
CONTINUOUS RIDGE
VENT (TYP.)
NOTE: TRUSSES
WITH THREE
` BEARING POINTS AT
8:12
PORCH/GARAGE
IF
I I o
8:12 (I
II 21'-0"
I�
8:12
ROOF PLAN
1/4"=1'-0"
12"
(TYP. U.N.O.)
1
FALSE TWIN GABLE,
SEE ELEVATION FOR
MORE INFO
ROOF PLAN NOTES:
1. ROOF UNDERLAYMENT: UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED MINIMUM 2
INCHES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS SHALL BE OFFSET BY AT LEAST 6 FEET.
2. ICE PROTECTION: AN ICE BARRIER CONSISTING OF SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN PLACE OF UNDERLAYMENT
AND EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING.
3, BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. BASE AND CAP FLASHING
SHALL BE OF CORROSION RESISTANT METAL MINIMUM 0.019-INCH THICKNESS.
4. VALLEYS: CLOSED VALLEYS (COVERED WITH SHINGLES) SHALL BE LINED WITH ONE LAYER OF SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET, THE
VALLEY LINING SHALL BE AT LEAST 36 INCHES WIDE. OPEN VALLEYS (VALLEY LINING EXPOSED) SHALL BE LINED WITH CORROSION RESISTANT METAL
AND SHALL BE AT LEAST 24 INCHES WIDE. COPPER LININGS SHALL BE MINIMUM 1 LB WT., AND ALUMINUM SHALL BE MINIMUM 0.024-INCH THICKNESS.
5. ALL VERTICAL SIDEWALLS SHALL BE FLASHED WITH METAL AND SHALL BE BY THE STEP -FLASHING METHOD.
6. FOR SLOPES LESS THAN 5 VERT. IN 12 HORIZ. INSTALL UNDERLAYMENT IN THE FOLLOWING MANNER: APPLY A 19-INCH STRIP OF UNDERLAYMENT
PARALLEL WITH AND STARTING AT THE EAVES, THEN STARTING AT THE EAVE APPLY 36-INCH WIDE SHEETS, LAPPING SUCCESSIVE SHEETS MINIMUM 19
INCHES.
7. COFFERED OR TREY CEILINGS, WHEN SPECIFIED, SHALL ALLOW FOR A RECESS OR RAISED CEILING HEIGHT AS SPECIFIED AT THE CENTER AREA WITH A
FLAT CEILING AT THE PERIMETER OF THE HEIGHT CHANGE (SEE FLOOR PLAN FOR MORE INFORMATION), UNLESS OTHERWISE SHOWN OR SPECIFIED.
COORDINATE LOCATIONS, DIMENSIONS, ELEVATIONS, AND PERIMETER OF CEILING HEIGHT CHANGES OR RECESSES WITH BUILDER AND OWNER PRIOR
TO CONSTRUCTION.
8. CATHEDRAL CEILINGS, WHEN SPECIFIED ON FLOOR PLANS, SHALL HAVE INTERIOR CEILING SLOPES (BOTTOM CHORD OF TRUSSES) AS SHOWN ON
PLANS, SECTIONS, AND DETAILS.
9. THE TRUSS LAYOUT SHOWN IS SCHEMATIC AND FOR REFERENCE ONLY. THE TRUSS DESIGN/ENGINEERING IS HEREBY DELEGATED TO OTHERS. THE
TRUSS MANUFACTURER AND ENGINEER/DESIGNER SHALL DETERMINE FINAL LAYOUT OF TRUSS FRAMING. CONTRACTOR SHALL REFER TO TRUSS
DRAWINGS SUPPLIED BY MANUFACTURER FOR FINAL LAYOUT, DESIGN, AND INSTALLATION INSTRUCTIONS. MINIMUM DESIGN LOADS FOR TRUSSES
SHALL BE IN ACCORDANCE WITH CODE REQUIREMENTS FOR THE PROJECT LOCATION, AND AS SPECIFIED IN THE DESIGN LOADS TABLE ON DRAWING #7.
10. CONTRACTOR/BUILDER AND/OR TRUSS MANUFACTURER SHALL COORDINATE AND ADJUST HEEL HEIGHTS OR OVERHANG LENGTHS FOR TRUSSES AND
RAFTERS FOR ROOF AREAS WITH VARYING ROOF PITCHES AND AT INFILL AREAS (SUCH AS PORCHES) TO ALIGN THE FASCIA AT THE EXTERIOR
PERIMETER OF THE BUILDING FOR EACH ROOF LEVEL.
11. REFER TO TYPICAL DETAILS AND BUILDING SECTIONS FOR ADDITIONAL INFORMATION NOT SHOWN OR SPECIFIED.
12. REFER TO TRUSS NOTES THIS DRAWING FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
METAL -PLATE CONNECTED WOOD TRUSS NOTES
1, PRE -FABRICATED ROOF TRUSSES SHALL BE CAPABLE OF SUPPORTING A TOP CHORD ROOF SNOW LOAD OF 38.5 PSF, TOP CHORD DEAD LOAD OF 10 PSF,
AND BOTTOM CHORD DEAD LOAD OF 10 PSF. DESIGN TRUSSES FOR BALANCED SNOW LOADS AND UNBALANCED SNOW LOADS (TWO SEPARATE LOAD
CASES) IN ADDITION TO DEAD LOADS. MAXIMUM TRUSS DEFLECTION SHALL BE U360 FOR SNOW LOAD AND U240 FOR TOTAL LOAD. CT OF 1.1 IS ASSUMED
BASED UPON A COLD VENTILATED ATTIC. USE A CT OF 1.2 FOR UNHEATED SPACES OR BUILDING COMPONENTS (GARAGES AND PORCHES).
2. PRE -FABRICATED ROOF TRUSSES SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER. SUBMIT S-AMPED AND SIGNED/SEALED TRUSS DESIGN
CALCULATIONS AND LAYOUT/SUBMITTALS/SHOP DRAWINGS PREPARED BY A LICENSED PROFESSIONAL ENGINEER TO THE CODE ENFORCEMENT OFFICER
PRIOR TO FABRICATION AND INSTALLATION.
3. COMPLY WITH ANSI/TPI-1"NATIONAL DESIGN SPECIFICATION FOR METAL -PLATE CONNECTED WOOD TRUSS CONSTRUCTION". LATEST EDITION.
4. FABRICATION AND ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH QUALITY CONTROL MANUAL OF THE T.P.I.
5. CONTINUOUSLY BRACE TRUSS BOTTOM CHORDS WITH FLAT 2-INCH BY 4-INCH BRACING AT APPROXIMATELY 8 FEET ON CENTER, LOCATED AT OR NEAR
PANEL POINTS. PROVIDE DIAGONAL BOTTOM CHORD BRACING BETWEEN HORIZONTAL BRACING FOR FULL WIDTH OF BUILDING AT END NON -BEARING
WALLS AND AT 20 FEET ON CENTER THROUGHOUT LENGTH OF BUILDING. PROVIDE CONTINUOUS VERTICAL 2-INCH BY 4-INCH DIAGONAL CROSS BRACING
NAILED TO EACH TRUSS DIAGONAL FROM RIDGE TO BOTTOM CHORD OF TRUSS. ONE PAIR OF DIAGONAL CROSS BRACING REQUIRED FOR EACH SIX
TRUSSES. FIRMLY SECURE BRACING TO GABLE END WALLS.
6. FURNISH GABLE END TRUSSES WITH VERTICAL 2-INCH BY 4-INCH MINIMUM STUDS AT 24 INCHES ON CENTER. WHERE REQUIRED BY DESIGN (I.E. AT
FINISHED SPACES/ATTICS) PROVIDE 2X6 WEB MEMBERS AND/OR MEET REQUIREMENTS FOR THE MINIMUM SIZE WEBS/CHORDS, AS APPLICABLE.
7. TRUSS MANUFACTURER TO DESIGN AND SPECIFY ALL TRUSS CONNECTIONS, BRACING, HANGERS, AND ETC REQIIRED BETWEEN INDICATED TRUSS
COMPONENTS. ACCOMMODATE SUBSEQUENT OR SUPPLEMENTAL FRAMING IN THE TRUSS DESIGN/CONFIGURATION AND LAYOUT WHERE FRAMING IS
SUPPORTED BY GIRDER TRUSSES OR SIMILAR CONDITIONS IN ACCORDANCE WITH DETAILS AND NOTES (I.E COORDINATE WEB OR CHORD
SIZES/DEPTHS/ELEVATIONS FOR INSTALLATION OF JOIST HANGERS OR SIMILAR CONDITIONS AT SUPPORTED STRUCTURE).
8. TRUSSES SHALL BE DESIGNED WITH A PINNED SUPPORT AT ONE END AND A ROLLER SUPPORT AT THE OPPOSITE AND SUCH THAT A ZERO HORIZONTAL
FORCE RESULTS.
9. TRUSS MANUFACTURER SHALL DETERMINE TRUSS CONFIGURATIONS, SIZES, NUMBER OF PLY'S, AND SPACING TO MEET THE SPECIFIED LOADS,
INSTALLATION CONDITIONS AND SPATIAL CONSTRAINTS, ELEVATIONS, SLOPES, AND ETC. SHOWN ON THE DRAWINGS, PLANS, AND DETAILS.
10. GIRDER TRUSSES SUPPORTED AT WALLS SHALL HAVE SOLID BUILT-UP STUD COLUMNS BELOW EACH BEARING PCINT. THE MINIMUM SIZE/WIDTH (# OF 2X
STUD PLIES) FOR GIRDER TRUSS COLUMNS SHALL BE EQUAL TO THE SIZE OF THE SUPPORTED TRUSS BEARING WIDTH (# OF TRUSS PLIES) PLUS ONE
ADDITIONAL STUD. CONNECT EACH GIRDER TRUSS BEARING LOCATION TO THE SUPPORTING WALL PLATE WITH A SIMPSON TBE(4 OR 6) BEARING
K�0� E AH C H SIDE OF THE GIRDER TRUSS (MANUFACTURER SHALL NOTIFY THE ENGINEER IF THE GIRDER TRUSS UPLIFT LOADING EXCEEDS 850 LBS
CONK
RSD�.
FULL HT. CONTINUOUS -
PERIMETER FSK FACED
BATT INSULATION OR
FRAMED PERIMETER
WITH INSULATION AND
POLY V.B. AT FINISHED
BASEMENTS (SEE FDN
PLAN FOR INFORMATION)
4 INCH CONCRETE SLAB
ON GRADE
#2 CRUSHED STONE
OR SAND/GRAVELSUBBASE
AND 6 MIL. VAPOR BARRIER
REFER TO TYP DETAIL
FOR MORE INFORMATION
8" FDN WALL
TYPICAL ROOF CONSTRUCTION
- ASPHALT ROOF SHINGLES
- 15# BUILDING PAPER
- 1/2 INCH APA ROOF SHEATHING
- ENERGY TRUSSES AT 24" OC W/H1 CLIP
AND RAISED HEEL (OR RAFTERS PER PLAN)
- SNOW AND ICE SHIELD AT PERIMETER
EXTEND 24 INCHES INSIDE EXTERIOR
WALL LINE
ALUMINUM DRIP EDGE (INSTALL
UNDER ICE & WATER MEMBRANE),
AND TRIM
2X6 SUB -FASCIA AND FASCIA
VENTED SOFFIT
TYPICAL WALL CONSTRUCTION
- EXTERIOR SIDING AND TRIM
- TYVEK HOUSE WRAP
- 1/2 INCH APA WALL SHEATHING
- 2X6 STUDS AT 16 INCHES O.C.
- 6 INCHES FIBERGLASS BATT INSULATION
(MIN. R-21 U.N.O.)
- 4 MIL. POLYEHTYLENE VAPOR BARRIER
- 1/2 INCH GYPSUM WALL BOARD
BOTTOM PLATE (TYPICAL)
RIM JOIST (TYPICAL)
6 INCHES FIBERGLASS BATT INSULATION
(MIN. R-21) (TYPICAL AT RIM JOIST)
PERIMETER EXTERIOR GRADE,
DROP GRADE MINIMUM 6" IN
FIRST 10'-0" (TYPICAL AT PERIMETER)
COORDINATE WITH SITE CONDITIONS
FOUNDATION DAMPPROOFING
BELOW GRADE
CONCRETE FOUNDATION WALL
(SEE TYPICAL FDN WALL DETAIL
FOR INFORMATION)
NOTE: PERIMETER FOUNDATION
DRAINAGE NOT SHOWN,
COORDINATE WITH FIELD
VERIFIED SITE CONDITIONS (BY
OTHERS) AND FOUNDATION
PLAN/DETAILS
FREE DRAINING SAND/GRAVEL BACKFILL
UNDISTURBED BEARING SUBGRADE
TYPICAL 1-STORY BUILDING SECTION
NOT TO SCALE
WINDOW & PATIO DOOR SCHEDULE
DESIGNATION
MODEL #
ROUGH OPENING (WxH)
GLASS/VISIBLE LIGHT
CLEAR OPNGNENT AREA
REMARKS
OO
W30410
3'-2" X S-1 1/2"
12.0 FT2
5.8 FT2
DOUBLE HUNG
OW30410-2
6-2 1/4" X 5-1 1/2''
24.0 FT2
11.6 FT2
TWIN DOUBLE HUNG
OW20210
2'-2" X 3-1 1/2"
4.1 FT2
2.0 FT2
DOUBLE HUNG
I D I
W20510
2'-2" X 6-1 1/2"
9.3 FT2
4.5 FT2
DOUBLE HUNG
OW364
3'-8" X 6'-1 1/2'
16.5 FT2
6.7 FT2
TRANSOM/DOUBLE HUNG
0
WINDOW SCHEDULE NOTES:
1. ALL WINDOWS SHALL BE MANUFACTURED BY HARVEY WINDOWS & DOORS, VINYL DOUBLE HUNG UNLESS OTHERWISE SPECIFIED, WITH LOW E. VERIFY FINISHES AND
OPTIONAL FEATURES WITH BUILDER AND OWNER PRIOR TO CONSTRUCTION. PROVIDE INSECT SCREENS AT ALL OPERATING UNITS.
2. REFER TO DRAWING #2 FOR NATURAL LIGHT AND VENTILATION CALCULATIONS FOR OCCUPIED ROOMS AND SPACES.
3. Q INDICATES UNIT COMPLIES WITH 5.0 SQ. FT. EGRESS REQUIREMENTS FOR GRADE FLOOR OPENINGS.
4. Q INDICATES UNIT COMPLIES WITH 5.7 SQ. FT. EGRESS REQUIREMENTS FOR ALL OPENINGS.
5. ALL MULTIPLE -UNIT WINDOWS SHALL BE FACTORY MULLED, UNLESS NOTED OTHERWISE. VERIFY MULTIPLE UNIT REQUIREMENTS AND SPECIFICATIONS WITH
MANUFACTURER PRIOR TO CONSTRUCTION.
6. CONTRACTOR/BUILDER SHALL VERIFY ALL WINDOW SPECIFICATIONS, ROUGH OPENINGS, AND AVAILABILITY WITH MANUFACTURER PRIOR TO CONSTRUCTION.
7. EXTERIOR SLIDING DOORS SHALL BE VINYL PATIO DOORS AS MANUFACTURED BY HARVEY, UNLESS OTHERWISE NOTED ON FLOOR PLAN. MATCH FINISH WITH
WINDOWS AND VERIFY OPTIONAL FEATURES WITH BUILDER/OWNER PRIOR TO CONSTRUCTION.
8. ALL WINDOWS ROUGH OPENINGS SHALL BE PLACED AT 6-11 3/8 ABOVE SUB -FLOOR, UNLESS OTHERWISE NOTED. FOR DH WINDOWS WITH TRANSOMS, SET TOP OF DH
WINDOW AT STD HEIGHT WITH TRANSOM ABOVE (ADD HEIGHT OF TRANSOM TO SPECIFIED TYPICAL TOP OF WINDOW R.O.).
9. ALL WINDOWS MUST BE INSTALLED WITH A CHILD SAFETY LOCKING MECHANISM PREVENTING THE WINDOW FROM OPENING MORE THAN 4-INCHES WHEN THE SILL IS
LESS THAN 24-INCHES ABOVE THE FLOOR AND/OR THE SILL IS GREATER THAN 72-INCHES ABOVE OUTSIDE ADJACENT GRADE.
10, PROVIDE SAFETY GLAZING AT ALL LOCATIONS DEEMED HAZARDOUS IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS. SEE NOTES AND TABLES ON DRAWING #7
FOR ADDITIONAL INFORMATION. :Y COMPLIANCE AND MINIMUM PERFORMANCE CRITERIA/REQUIREMENTS FOR WINDOWS AND
11, REFER TO THERMAL ENVELOPE TABLE ON DRAWING #1 FOR ENERC
DOORS.
WOOD FRAMING NOTES:
1. ACCURATELY CUT, FIT, AND SOLIDLY FASTEN MEMBERS TO PROVIDE PLUMB, LEVEL, TRUE,
AND RIGID WORK.
2. NAILING NOT INDICATED ON DRAWINGS SHALL BE IN ACCORDANCE WITH TABLE R602.3(1), (2),
AND (3) "FASTENING SCHEDULES" CONTAINED IN THE RESIDENTIAL BUILDING CODE OF NEW
YORK STATE.
3. COMPLY WITH APPLICABLE RECOMMENDATIONS CONTAINED IN APA, DESIGN/CONSTRUCTION
GUIDE - RESIDENTIAL AND COMMERCIAL FOR STRUCTURAL WOOD PANELS INDICATED.
4. FOR BOLTED CONNECTIONS, DRILL HOLES %6 INCH LARGER IN DIAMETER THAN THE BOLTS
BEING USED. PROVIDE WASHERS AND NUTS UNDER BOLT HEADS IN CONTACT WITH WOOD.
5. PROVIDE SINGLE BOTTOM PLATE AND DOUBLE TOP PLATES FOR LOAD -BEARING WALLS, 2
INCHES THICK BY THE WIDTH OF THE STUDS, UNLESS NOTED OTHERWISE. STAGGER TOP
PLATE SPLICES A MINIMUM OF 4 FEET. SPLICE ONLY AT STUD LOCATIONS.
6. INSTALL FRAMED PURLINS, RAFTERS, AND JOISTS WITH CROWN EDGE UP AND SUPPORT
ENDS OF EACH MEMBER WITH NOT LESS THAN 1Y2 INCHES OF BEARING ON WOOD OR METAL
OR 3 INCHES ON MASONRY OR CONCRETE.
7. PURLINS, RAFTERS, AND JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT
EACH BEARING POINT/SUPPORT WITH 2-INCHES-BY-FULL-DEPTH SOLID BLOCKING (UNLESS
DETAILED OTHERWISE) EXCEPT WHERE THE ENDS ARE ANCHORED TO A BEAM, HEADER,
BAND JOIST OR ARE HELD IN POSITION BY METAL CONNECTORS AND/OR HANGERS
PROVIDING ATERAL RESTRAINT.
8. JOISTS EXCEEDING NOMINAL 2 BY 12 SHALL BE SUPPORTED LATERALLY WITH SOLID
BLOCKING CR DIAGONAL BRIDGING AT INTERVALS NOT EXCEEDING 8 FEET.
9. LAP OVER -FRAMED JOISTS SPANNING FROM OPPOSITE SIDES OF DROPPED BEAMS, GIRDERS,
OR LOAD BEARING WALLS NOT LESS THAN 4 INCHES OR SECURELY TIE OPPOSING MEMBERS
TOGETHER. INSTALL 2 INCHES BY FULL -DEPTH SOLID BLOCKING BETWEEN LAPPED MEMBERS
ABOVE EACH BOTTOM BEARING SUPPORT CONDITION
10. DO NOT NOTCH HORIZONTALLY SPANNING SOLID WOOD PURLINS, RAFTERS, AND JOISTS IN
THE MIDDLE THIRD OF THE SPAN. LIMIT NOTCHES ON THE TOP OR BOTTOM FACE OF THE
MEMBER TO A MAXIMUM DEPTH OF Y6 OF THE DEPTH OF THE MEMBER AND MAXIMUM LENGTH
OFY3 OF THE DEPTH OF THE MEMBER. NO OVER -CUTS WILL BE PERMITTED.
11. DO NOT BORE HOLES CLOSER THAN 2 INCHES FROM TOP OR BOTTOM OF SOLID WOOD
MEMBERS. LIMIT DIAMETER OF HOLES TO Y THE DEPTH OF SOLID WOOD MEMBERS.
12. USE PRESSURE -TREATED WOOD FOR ELEMENTS EXPOSED TO WEATHER; IN CONTACT WITH
SOIL, WATER, MASONRY, CONCRETE; OR FOR WOOD DIRECTLY ABOVE SOIL WHEN THE
BOTTOM ELEVATION IS LESS THAN 18 INCHES ABOVE SOIL AND FOR WOOD BEAMS WHEN THE
BOTTOM ELEVATION IS LESS THAN 12 INCHES ABOVE SOIL.
13. SIMPSON STRONG -TIE FRAMING CONNECTORS ARE INDICATED ON THE DRAWINGS.
EQUIVALENT CONNECTORS WITH EQUAL CAPACITIES FROM OTHER MANUFACTURERS MAY BE
UTILIZED.
14. PROVIDE G185 HOT -DIPPED GALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM A
653 FOR METAL FRAMING CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER.
FASTENERS USED WITH THESE CONNECTORS SHALL BE HOT DIPPED GALVANIZED TO
COMPLY WITH ASTM A 153. ALL CONNECTORS SHALL HAVE A Z-MAX FINISH BY SIMPSON
STRONG -TIE OR ACCEPTED EQUIVALENT.
15. INSTALL ROOF SHEATHING WITH FACE GRAIN ACROSS SUPPORTS, USING PANELS
CONTINUOUS OVER TWO OR MORE SPANS WITH END JOINTS BETWEEN PANELS STAGGERED
AND LOCATED OVER CENTER OF SUPPORTS. INSTALL H-CLIPS OR EDGE BLOCKING WHEN
REQUIRED BY MANUFACTURER FOR GIVEN APPLICATION AND USE AND WHEN SUPPORTS
EXCEED 32" OC SPACING.
16. UNLESS INDICATED OTHERWISE, DO NOT INTERRUPT ROOF SHEATHING WHERE
OVER -FRAMED CONDITIONS OCCUR (I.E. WHERE ROOF FRAMING SUPPORTS VALLEY
FRAMING). MAINTAIN CONTINUITY OF ROOF DIAPHRAGM UNDER OVER -FRAMED CONDITIONS.
INSTALL ADEQUATE VENTILATION AND INSPECTIONS OPENINGS IN LOWER SHEATHING UNDER
THE OVER -FRAMED ROOF FOR ACCESS AND VENTILATION.
17. NAIL ROOF SHEATHING TO SUPPORTING ROOF STRUCTURE WITH 8D (2 1/2X0.131) COMMON
NAILS AT 6 INCHES ON CENTER ALONG PANEL ENDS AND 12 INCHES ON CENTER AT
INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE. NAIL ALL BLOCKED PANEL EDGES OR
FIELD FRAMING/INFILL MEMBERS 6 INCHES ON CENTER UNLESS OTHERWISE NOTED.
18. NAIL WALL SHEATHING TO SUPPORTING WALL STRUCTURE WITH 8D (2 1/2X0.131) COMMON
NAILS AT 6 INCHES ON CENTER ALONG PANEL ENDS AND 12 INCHES ON CENTER AT
INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE (SPECIAL NAILING AT DESIGNATED
SHEAR WALLS OR PORTAL FRAMES MAY BE REQUIRED),
19. GLUE & SCREW FLOOR SHEATHING TO SUPPORTING JOISTS/FRAMING WITH 8D (2 1/2X0.131)
RING SHANK OR COMMON NAILS AT 6 INCHES ON CENTER ALONG PANEL ENDS AND 12
INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE.
20. CONSTRUCT HEADERS WITH CONTINUOUS PLYWOOD OR RIGID INSULATION FILLERS OR
SPACER BLOCKS AS REQUIRED TO MATCH WALL WIDTH. LOCATED SPACER BLOCKS AT EACH
END AND AT MID -SPAN OF HEADER. COORDINATE ALL RELATED WORK AND DETAILS WITH
FINISHES.
21. CONSTRUCT HEADERS FROM LUMBER WITHOUT END SPLITS, CHECKS, OR SHAKES.
22. NAIL EACH SIDE OF 2X HEADERS AND BEAMS UP TO 3-PLY AND LVL UP TO 2-PLY WITH (3) 10D
AT 12" OC FOR ENTIRE LENGTH. MULTI -PLY LVL BEAMS WITH MORE THAN TWO MEMBERS
SHALL BE BOLTED WITH (2) 1/2"0 THRU-BOLTS AT 24" OC. LOCATE ROWS OF NAILING
MAXIMUM 2INCHES FROM TOP AND BOTTOM FACES AND AT MID -DEPTH OF BEAM. BOLT ALL
BEAMS HAVING THREE OR MORE PLYS WHEN LOAD IS APPLIED TO EITHER OR BOTH SIDES OR
VERTICAL FACES OF THE MEMBER.
23. PROVIDE BUILT-UP STUD COLUMNS AT BEAM OR GIRDER BEARING LOCATIONS IN STUD
WALLS UNLESS NOTED OTHERWISE. CONSTRUCT BUILT-UP STUD COLUMNS WITH A MINIMUM
WIDTH THE SAME WIDTH AS THE BEAM OR GIRDER SUPPORTED. PROVIDE A MINIMUM BEAM
OR GIRDER BEARING LENGTH OF 3-INCHES UNLESS OTHERWISE SPECIFIED.
24. CUT "BIRDS MOUTH" IN SLOPED RAFTERS AT EXTERIOR BEARING WALLS TO PROVIDE FULL
BEARING ON THE TOP PLATE,
25. PRE -DRILL LEAD HOLES FOR LAG SCREWS WITH A DIAMETER OF 60 PERCENT OF THE SHANK
DIAMETER. ENLARGE THE LEAD HOLES TO THE SHANK DIAMETER FOR THE LENGTH OF
UNTHREADED SHANK.
26. INSERT LAG SCREWS AND WOOD SCREWS BY TURNING, DO NOT DRIVE WITH HAMMER OR
INSTALL WITH HAMMER DRILL.
27. EPDXY ADHESIVE FOR GLUE -NAILED SHEATHING OR BUILT-UP MEMBERS SHALL BE HEAVY
DUTY CONSTRUCTION AND SUB -FLOOR ADHESIVE AS MANUFACTURED BY TITEBOND OR
ACCEPTED EQUIVALENT. INSTALL EPDXY PER MANUFACTURER'S RECOMMENDATIONS.
28. ROOF RAFTERS AND TRUSSES SHALL BE CONNECTED TO SUPPORTING BEARING WALLS WITH
NAILING (PER THE NAILING SCHEDULE CONTAINED IN THE BUILDING CODE) IN ADDITION TO
ONE UPLIFT ANCHOR INSTALLED AT EACH SUPPORT OR BEARING POINT. INSTALL SIMPSON H1
HURRICANE TIES OR EQUAL, UNLESS OTHERWISE SPECIFIED. WHERE RAFTERS ARE LAPPED
WITH CEILING JOISTS OR SIMILAR CONDITIONS USE SIMPSON H10-2 CONNECTORS TO ATTACH
THE DOUBLE/LAPPED MEMBER TO THE SUPPORT.
29. WHERE BEARING WALLS ARE UN -SHEATHED (I.E. INTERIOR BEARING WALLS), INSTALL A
CONTINUOUS ROW OF 2X SOLID BLOCKING AT THE MID -HEIGHT OF INTERIOR BEARING WALLS.
30. TYPICAL BEARING WALL HEADERS SHALL BE BUILT-UP (2) 2X10, UNLESS NOTED OTHERWISE.
ALL HEADERS GREATER THAN 5'-0" SHALL BE BUILT-UP (3) 2X10 FOR 2X6 WALLS AND (2) 2X12
FOR 2X4 WALLS, UNLESS NOTED OTHERWISE.
31. INSTALL HEADERS AT NON -LOAD BEARING WALL LOCATIONS WITH MINIMUM 1 1/2 INCHES
BEARING.
32, INSTALL HEADERS AT LOAD BEARING WALLS WITH MINIMUM 3" BEARING EACH SIDE WHEN
THE SPAN IS 5FT OR GREATER. USE MINIMUM 1 1/2" BEARING EACH SIDE WHEN THE SPAN IS
UNDER 5FT. WHERE POINT LOADS EXIST OVER HEADERS INSTALL DOUBLE JACK STUDS FOR
A MINIMUM OF 3" BEARING EACH END, U.N.O.
33. EACH WALL HEADER JACK STUD SHALL BE ACCOMPANIED BY AN ADJACENT FULL HEIGHT
KING STUD OF EQUAL SIZE, JACK STUDS SHALL SHALL BE ATTACHED TO FULL HT KING STUDS
NAILED 6" OC STAGGERED.
34. FLUSH FRAMED 2X FLOOR JOISTS AT BEAMS SHALL HAVE SIMPSON U210 16GA FACE MOUNT
JOIST HANGERS CONNECTED TO SUPPORTING MEMBER (USE MULTIPLE PLY HANGERS AS
REQUIRED, U210-2, U210-3, ETC).
35. WHERE JOISTS, TRUSSES, OR RAFTERS ARE SPACED MORE THAN 16 INCHES ON CENTER AND
THE BEARING STUDS DO NOT ALIGN, SUCH MEMBERS SHALL BEAR WITHIN 5 INCHES OF A
SUPPORT STUD BELOW UNLESS THE TOP PLATE IS SUPPORTED OR REINFORCED WITH A
TRIPLE 2X6 HEADER DIRECTLY BELOW.
DANIEL W. RYAN P.E.
Licensed Professional Engineer
P.O. BOX 1386
Nokomis, FL 34274
(518) 742-9569
dryan@dwrpe.com
STRUCTURAL
■ CIVIL ■
MUNICIPAL
ENGINEERING
www.dwrpe.com
ALL FEDERAL, STATE, AND LOCAL CODES AND
REGULATIONS SHALL BE CONSIDERED TO BE PART
OF THE PROJECT DETAILS AND SPECIFICATIONS
HEREIN. IF DISCREPANCIES BETWEEN THE CODES
AND REGULATIONS AND THE INFORMATION
CONTAINED ON THESE PLANS EXIST, THE MORE
STRINGENT SHALL APPLY UNLESS THE INFORMATION
SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION
OF THE CODE, IN WHICH CASE THE CODE OR
REGULATION SHALL TAKE PREFERENCE OVER PLANS.
DIG SAFELY
- CALL BEFORE YOU DIG
-WAIT THE REQUIRED TIME
CONFIRM UTILITY RESPONSE
RESPECT THE MARKERS
DIG WITH CARE
SAFE DIGGING IS EVERYONES RESPONSIBILITY!
PLEASE CALL THE APPROPRIATE STATE DIG SAFE
HOTLINE OR CALL CENTER BEFORE YOU DIG.
IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
FOR ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF AN ITEM BEARING THE SEAL OF AN
ENGINEER IS ALTERED, THE ALTERING ENGINEER
SHALL AFFIX TO THE ITEM HIS SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
SIGNATURE, THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
DRAWING STATUS:
ENGINEERS STAMP:
7/18/24
REVISIONS
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7/18/24 REVISED FRONT GABLE
1
7/11/24 REVISED HIP/GABLES
PROJECT NO.: 1881
SCALE:
AS NOTED
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DATE:
6/19/24
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DRAWN BY:
DWRPE
PROJECT:
CERRONE BUILDERS INC
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LOT 16 VUS
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QUEENSBURY, NY
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DRAWING TITLE
ROOF PLAN & WINDOW
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PLAN
FOUNDATION PLAN NOTES:
1. REFERENCE ELEVATION (+0'-0") EQUALS TOP OF BASEMENT SLAB ON GRADE.
ELEVATIONS NOTED AS (+/- X'-X") ARE WITH RESPECT TO REFERENCE ELEVATION
(+0'-0").
2. PERIMETER FOUNDATION WALLS SHALL BE 8'-T HEIGHT. FOUNDATION WALLS SHALL BE
REINFORCED WITH MINIMUM (2) #4 HORIZONTAL REINFORCING AND #4 VERTICAL
WHERE SPECIFIED ON THE FOUNDATION PLAN AND DETAILS, REFER TO THE TYPICAL
FOUNDATION WALL DETAIL FOR REQUIREMENTS AND RELATED INFORMATION.
3. BOTTOM OF EXTERIOR FROST WALL FOOTINGS (WALK -OUT BASEMENTS, PORCHES,
AND GARAGES) SHALL BE MINIMUM 4'-0" BELOW FINISHED GRADE, UNLESS NOTED
OTHERWISE.
4. SEE TYPICAL SECTIONS & DETAILS ON THIS DRAWING AND DRAWING #6, AND
FOUNDATION NOTES ON DRAWING #7, FOR ADDITIONAL OR RELATED INFORMATION
NOT SPECIFIED ON THE FOUNDATION PLAN.
5. ASSUMED BEARING FOR FOUNDATIONS IS ON UNDISTURBED FIRM NATIVE SUBGRADE.
WHEN SOILS DO NOT APPEAR TO COINCIDE WITH DESIGN ASSUMPTIONS, ARE
EXPANSIVE, OR CONTAIN EXCESSIVE FINES, THE SOIL BEARING STRATUM AND
CORRESPONDING FOUNDATION DESIGN AND DETAILS SHALL BE REVIEWED AND
VERIFIED BY A QUALIFIED LICENSED PROFESSIONAL ENGINEER OR GEOTECHNICAL
ENGINEER BEFORE CASTING CONCRETE. SEE FOUNDATION NOTES FOR ADDITIONAL
REQUIREMENTS AND RELATED INFORMATION.
6. COORDINATE UTILITY PENETRATIONS AND UTILITY SERVICE LOCATIONS WITH UTILITY
PROVIDERS AND SITE REQUIREMENTS/CONDITIONS.
7. ALL BASEMENT FRAMING DENOTED AS S.P. OR SYP SHALL BE SOUTHERN YELLOW PINE
AS SPECIFIED IN THE MATERIALS NOTES ON DRAWING #7.
8. DO NOT BACKFILL BASEMENT FOUNDATION WALLS MORE THAN 4' ABOVE TOP OF
FOOTING UNTIL WALLS ARE BRACED BY FLOOR FRAMING WITH SHEATHING INSTALLED
OR AFTER INSTALLATION OF TEMPORARY SHORING/BRACING.
9. DROPPED BASEMENT BEAMS SHALL BE SPLICED ONLY OVER THE CENTERLINE OF
SUPPORT COLUMNS.
10. COORDINATE SIZE, QUANTITY, AND LOCATIONS OF BASEMENT SASHES AND EGRESS
WINDOWS DESIRED BY BUILDER AND/OR OWNER PRIOR TO START OF CONSTRUCTION.
11. FOUNDATION WALL CONTROL JOINTS (WCJ'S) ARE OPTIONAL BUT RECOMMENDED TO
CONTROL THERMAL/SHRINKAGE CRACKING IN CAST -IN -PLACE CONCRETE FOUNDATION
WALLS. VERTICAL WCJ'S ARE RECOMMENDED AT INTERVALS NOT TO EXCEED 30FT
ALONG EACH WALL LENGTH (BETWEEN CORNERS, T-INTERSECTIONS, AND ETC). SEE
THE TYPICAL WALL CONTROL JOINT DETAIL FOR MORE INFORMATION.
12, EGRESS WINDOWS SHOWN SHALL BE AS MANUFACTURED BY BOWMAN KEMP. BOWMAN
KEMP 4040 EGRESS WINDOWS HAVE A NET CLEAR OPENING AREA OF 7.0 SF WITH 14.1
SF OF NATURAL LIGHT, MINIMUM CLEAR WIDTH OF 21.75", AND MINIMUM HEIGHT OF
45.375". COORDINATE THE HEIGHT OF WINDOW SILL WITH THE FINISHED BASEMENT
SLAB ELEVATION TO PROVIDE A MAXIMUM SILL HEIGHT OF 44-INCHES ABOVE THE
FINISHED FLOOR. REFER TO THE TYPICAL EGRESS WINDOW DETAIL FOR MORE
INFORMATION.
13. THE BASEMENT ELEVATION SHALL BE A MINIMUM OF TWO FEET ABOVE THE FIELD
VERIFIED SEASONAL HIGH GROUND WATER (SHGW) ELEVATION. PERIMETER
FOUNDATION DRAINAGE IS RECOMMENDED WITH A SUMP PIT AND APPROPRIATE
DISCHARGE OUTLET CONDITION WHEN THE SHGW IS DETERMINED TO BE WITHIN FOUR
FEET OF THE BASEMENT ELEVATION/SLAB. VERIFY AND COORDINATE THE SHGW
ELEVATION WITH FIELD VERIFIED CONDITIONS AT THE TIME OF
CONSTRUCTION/EXCAVATION.
14. ANCHOR CONTINUOUS PERIMETER SILL PLATE TO CONCRETE FOUNDATION WALLS
WITH 1/2"0 J-HOOKS EMBEDDED IN PLASTIC CONCRETE WITH MINIMUM 9" EMBEDMENT,
LOCATE ANCHOR RODS 12 INCHES MAXIMUM FROM EACH END OF SILL PLATE SECTIONS
AND 4 FEET MAXIMUM ON CENTER IN BETWEEN (PROVIDE A MINIMUM OF TWO ANCHOR
RODS IN EACH SILL PIECE).
15. FOR FINISHED BASEMENT AREAS (OR FUTURE FINISHED SPACES) COORDINATE THE
LAYOUT, PLAN ELEMENTS (DOORS, WINDOWS, FIXTURES, AND ETC), AND FINISHES
WITH THE BUILDER AND OWNER PRIOR TO CONSTRUCTION. FINISHED BASEMENT
AREAS THAT CONTAIN HABITABLE SPACES SHALL COMPLY WITH THE EGRESS,
NATURAL LIGHT, AND VENTILATION REQUIREMENTS. WHERE WHOLE HOUSE
VENTILATION IS PROVIDED THE FINISHED BASEMENT AREA SHALL BE INCLUDED IN THE
SIZING AND CAPACITY OF THE WHOLE HOUSE VENTILATION SYSTEM.
16. WHERE BASEMENT WINDOWS ARE PLANNED INSTALL A DOUBLE RIM JOIST TO SPAN
THE FOUNDATION OPENING WHERE BELOW BEARING WALLS OR POINT LOADS FROM
ABOVE. EXTEND DOUBLE RIM JOISTS A MINIMUM OF 12-INCHES BEYOND EACH END OF
THE FOUNDATION OPENING.
(2) #4 HORIZ
REINFORCING ABOVE
AND BELOW AND
EACH SIDE OF C.I.P.
BUCK EXTENDED 2FT
BEYOND OPNG EACH
END
BOWMAN KEMP
EASY -BUCK
BOWMAN KEMP
4040 VINYL
EGRESS WINDOW
M A[-CII A GAIT
(3) 2X10 RIM JOIST
OVER OPENING
EXTENDED MIN 12''
BEYOND OPNG
EDGES WITH U210
JST HANGERS (AT
PERP. JOISTS)
(2) 2X10 RIM JOIST OVER OPENING
EXTENDED MIN 12" BEYOND OPNG
EDGES (FOR PARALLEL JSTS)
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21 I GRATE OR COVER
(OPTIONAL OR
WHERE REQ'D BY
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TYPICAL DETAIL AT BASEMENT EGRESS
NOT TO SCALE
BOMAN & KEMP
5236-60 EASY -WELL
STEPS OR ESCAPE
LADDER (WHEN
REQ'D BY CODE)
DRAINAGE STONE
COMPACTED
BACKFILL BELOW
AND AROUND
WINDOW WELL
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GRADE
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I#4 HORIZONTAL TOP CONT.
I BITUMINOUS FOUNDATION
8" FDN DAMPPROOFING BELOW GRADE
WALL U.N.O.
VERTICAL REINFORCING
WHERE SPECIFIED ON
5 1/2" FOUNDATION PLAN
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BASEMENT
#4 HORIZONTAL CONTINUOUS
IAT WALL MID -HT
PERIMETER BASEMENT
FRAMING AND/OR INSULATION,
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SEE FDN PLAN FOR
IINFORMATION
#4X2'-0" LONG
I I NOTE: PERIMETER
DOWELS AT
I FOUNDATION DRAINAGE
EACH CORNER
_ NOT SHOWN ON TYPICAL
AND 2'-0" O.C.
I i DETAIL, COORDINATE WITH
IN BETWEENVERIFIED
SITE CONDITIONS
AND FOUNDATION PLAN
NOTES
J-1
FREE DRAINING BACKFILL
(WITH GP, GW, SW, SP SOIL)
(2) #4 CONTINUOUS
p
T-4" U.N. 0.
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NOT TO SCALE
SEE TYPICAL BLDG SECTION FOR
INFORMATION NOT SHOWN
GARAGE
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4 INCH CONCRETE
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SLAB ON GRADE OVER
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COMPACTED BACKFILL
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2X4 OR 2X6 P.T. BRG. PLATE
(SEE PLAN FOR WALL SIZE)
GRADE
NOTE: WHEN FROST WALL IS EXTENDED
#4 HORIZONTAL
DOWN FOR FULL HEIGHT BASEMENT WALL
TRANSITIONS, INSTALL VERTICAL
8" FROST
REINFORCING IN FROST WALLS EXCEEDING
WALL U.N.O.
4FT HEIGHT TO MATCH AND ALIGN WITH
BASEMENT WALL REINFORCING
NOTE: NO VERTICAL FOUNDATION
WALL REINFORCING REQUIRED AT
FROST WALLS BACKFILLED ON
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T-4" U.N.O.
TYPICAL GARAGE FROST WALL SECTION
NOT TO SCALE SEE TYPICAL BLDG SECTION FOR
INFORMATION NOT SHOWN
ROCI=KAI=KIT
VAPOR BARRIER -
10-INCHES OF #2 -
CRUSHED STONE
BEDDING
RECOMMENDED
WHEN
GROUNDWATER
WITHIN 5FT OF
SLAB LEVEL
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FREE DRAINING SAND BACKFILL
(GP, GW, SW, SP SOIL)
#2 CRUSHED STONE
DRAINAGE STONE AT
PERIMETER WRAPPED IN
NON -WOVEN SEPARATION
GEOTEXTILE
4"0 PERFORATED PIPE
AT PERIMETER OF
BASEMENT/FDN
UNIFORMLY SLOPED TO
DAYLIGHT LOCATION OR
SUMP PIT PER LOCAL
JURISDICTION AND SITE
CONDITIONS, INSTALL
BELOW BOTTOM OF
SLAB OR T/FTG LEVEL
NOTE: WHERE SEASONALLY ELEVATED GROUNDWATER IS PRESENT (WITHIN 4FT
OF BASEMENT SLAB) PERIMETER FOUNDATION DRAINAGE IS RECOMMENDED
WITH A DAYLIGHT OUTLET OR BY MEANS OF A COLLECTION SUMP (MIN 24" OX24,
DEEP) AND AN AUTOMATIC MECHANICAL PUMP SYSTEM (BACKUP POWER
RECOMMENDED). THE NEED FOR A PERIMETER FOUNDATION DRAINAGE SYSTEM
AND THE PRESENCE OF GROUNDWATER SHALL BE VERIFIED IN THE FIELD PRIOR
TO CONSTRUCTION
TYPICAL DRAINAGE DETAIL AT ELEVATED GROUNDWATER
NOT TO SCALE SEE TYPICAL FDN & BLDG SECTIONS
FOR INFORMATION NOT SHOWN
DANIEL W. RYAN P.E.
Licensed Professional Engineer
P.O. BOX 1386
Nokomis, FL 34274
(518) 742-9569
dryan@dwrpe.com
STRUCTURAL
■ CIVIL ■
MUNICIPAL
ENGINEERING
www.dwrpe.com
ALL FEDERAL, STATE, AND LOCAL CODES AND
REGULATIONS SHALL BE CONSIDERED TO BE PART
OF THE PROJECT DETAILS AND SPECIFICATIONS
HEREIN. IF DISCREPANCIES BETWEEN THE CODES
AND REGULATIONS AND THE INFORMATION
CONTAINED ON THESE PLANS EXIST, THE MORE
STRINGENT SHALL APPLY UNLESS THE INFORMATION
SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION
OF THE CODE, IN WHICH CASE THE CODE OR
REGULATION SHALL TAKE PREFERENCE OVER PLANS.
DIG SAFELY
- CALL BEFORE YOU DIG
-WAIT THE REQUIRED TIME
-CONFIRM UTILITY RESPONSE
RESPECT THE MARKERS
DIG WITH CARE
SAFE DIGGING IS EVERYONES RESPONSIBILITY!
PLEASE CALL THE APPROPRIATE STATE DIG SAFE
HOTLINE OR CALL CENTER BEFORE YOU DIG.
IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
FOR ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF AN ITEM BEARING THE SEAL OF AN
ENGINEER IS ALTERED, THE ALTERING ENGINEER
SHALL AFFIX TO THE ITEM HIS SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
SIGNATURE, THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION,
DRAWING STATUS:
ENGINEERS STAMP:
tiOF �w
p
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d)
O. 07906
OAFS S 10
7/18/24
REVISIONS
5
4
3
2
7/18/24 REVISED FRONT GABLE
1
7/11/24 REVISED HIP/GABLES
PROJECT NO.: 1881
SCALE:
AS NOTED
DATE:
6/19/24
DRAWN BY:
DWRPE
PROJECT:
CERRONE BUILDERS INC
LOT 16 VUS
QUEENSBURY, NY
DRAWING TITLE
FOUNDATION PLAN &
DETAILS
DRAWING NO.
DWG=4
OF 7
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SECTION THRU GARAGE
NOT TO SCALE
TRUSS MANUFACTURER TO DESIGN
TRUSSES FOR TEMPORARY CANTILEVER
OVER PORCH AT EXTERIOR WALL (DURING
CONSTRUCTION)
?ICAL BUILDING SECTION
PICAL DETAILS FOR ADDITIONAL
JATION NOT SHOWN
HE 71
SECTION AT PORCH
MEMENNOW
SECTION THRU BUILDING
NOT TO SCALE
SEE TYPICAL BUILDING SECTION
AND TYPICAL DETAILS FOR ADDITIONAL
INFORMATION NOT SHOWN
DAN I E L W. RYAN P.E.
Licensed Professional Engineer
P.O. BOX 1386
Nokomis, FL 34274
(518) 742-9569
dryan@dwrpe.com
STRUCTURAL
■ CIVIL ■
MUNICIPAL
ENGINEERING
www.dwrpe.com
ALL FEDERAL, STATE, AND LOCAL CODES AND
REGULATIONS SHALL BE CONSIDERED TO BE PART
OF THE PROJECT DETAILS AND SPECIFICATIONS
HEREIN, IF DISCREPANCIES BETWEEN THE CODES
AND REGULATIONS AND THE INFORMATION
CONTAINED ON THESE PLANS EXIST, THE MORE
STRINGENT SHALL APPLY UNLESS THE INFORMATION
SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION
OF THE CODE, IN WHICH CASE THE CODE OR
REGULATION SHALL TAKE PREFERENCE OVER PLANS.
DIG SAFELY
- CALL BEFORE YOU DIG
-WAIT THE REQUIRED TIME
CONFIRM UTILITY RESPONSE
RESPECT THE MARKERS
DIG WITH CARE
SAFE DIGGING IS EVERYONES RESPONSIBILITY!
PLEASE CALL THE APPROPRIATE STATE DIG SAFE
HOTLINE OR CALL CENTER BEFORE YOU DIG.
IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
FOR ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF AN ITEM BEARING THE SEAL OF AN
ENGINEER IS ALTERED, THE ALTERING ENGINEER
SHALL AFFIX TO THE ITEM HIS SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
SIGNATURE, THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
DRAWING STATUS:
ENGINEERS STAMP:
OF
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0
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R�fi�SSIONP�
7/18/24
REVISIONS
5
4
3
2 7/18/24 REVISED FRONT GABLE
1 7/11/24 REVISED HIP/GABLES
PROJECT NO.: 1881
SCALE: AS NOTED
DATE: 6/19/24
DRAWN BY: DWRPE
PROJECT:
CERRONE BUILDERS INC
LOT 16 VUS
QUEENSBURY, NY
DRAWING TITLE
BUILDING SECTIONS
DRAWING NO,
DWG=5
OF 7
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T/FOUNDATION WALL
2" CL TYP
2'-0" MIN. BASEMENT SASH OR I
OTHER OPENING
I (1) #4 REBAR
(1) #4 REBAR ES OF OPNGS
EXTENDED MIN. FULL HT I
Z-0" BEYOND I
OPENING EDGES FOUNDATION WALL
ALL SIDES ( I
TYPICAL REINFORCING AT FOUNDATION WALL EDGE OR OPNG
NOT TO SCALE
LAP
PLACE VERT BAR AT
INTERSECTION OF
HORIZ BARS
CORNER BARS TO MATCH HORIZ
WALL REINFORCING SIZE AND
SPACING (ALTERNATIVELY USE
END HOOKS ON HORIZ REINF)
NOTE: PROVIDE 2'-0" MIN LAP FOR DOWELS AND
CORNER BARS
ALTERNATE SIDE
OF HOOK
HORIZ WALL REINFORCING
TO BE EXTENDED INTO
INTERSECTING WALL AND
TERMINATED WITH A T-4"
LG END HOOK
TYPICAL WALL CORNER/INTERSECTION REINFORCING DETAIL
NOT TO SCALE
SAW -CUT CONTRACTION JOINTS -�
(INSTALL EQUALLY SPACED ACROSS
EACH SLAB AREA/
MAX 15FT
O.C. IN EACH DIRECTION, ALIGNED
WITH CENTER OF ROOM?, SPACES,
COLUMNS, OR WHERE SPECIFIED ON
PLANS (MIN. 1/4" X 1" DEE"P), FILL WTIH
SEMI -RIGID JOINT SEALANT
REINFORCING TO BE--�
SUPPORTED BY CHAIRS
OR CONC. BRICKS
BARRIER WITH LAPPED
AND SEALED EDGES
(BASEMENT/CONDITIONED
SPACES ONLY)
4X4-W2.9 X W2.9 WWM OR #4
AT 16" OC EW (REINFORCING
SHOWN IS RECOMMENDED
BUT OPTIONAL)
BASEMENT: 10" COMPACTED
GRANULAR SAND OR SAND/GRAVEL
SUBBASE (3/4" t CRUSHED STONE
RECOMMENDED WHEN SHGW
WITHIN 4FT OF SLAB ELEVATION)
GARAGE/PORCHES: 6" COMPACTED
GRANULAR SAND OR SAND/GRAVEL
SUBBASE
UNDISTURBED SUBGRADE
OR COMPACTED
STRUCTURAL FILL/BACKFILL
PER SITE CONDITIONS
18" MIN. BEN
D-
z_ /
o`er /� /1*01
2'-0" LAP
0 _� 1 (TYPICAL)
18" MIN. EXTENSION
EACH END
SLAB ON GRADE NOTES:
1, LAP AND TAPE VAPOR BARRIER EDGES MIN. 18" AT SPLICES
2. PROTECT SLAB FROM MOISTURE OR PRECIPITATION AND FROM EXCESSIVELY HOT/COLD TEMPERATURES DURING INITIAL
CURING PERIOD.
3. SLAB CONSTRUCTION AND RELATED WORK, INCLUDING MEANS AND METHODS OF CONSTRUCTION, SHALL BE COMPLETED
IN A SEQUENCE AND MANNER THAT CONFORMS TO AND IS CONSISTENT WITH THE AMERICAN CONCRETE INSTITUTE AND
ACI 302.1 GUIDE TO CONCRETE FLOOR AND SLAB CONSTRUCTION.
4. FLOOR SLAB AREAS SHALL BE UNIFORM, SMOOTH, AND FLAT AND SHALL BE FINISHED FREE OF TROWEL MARKS. RIDGES.
DEPRESSIONS, OR ROUGH ROUGH SURFACES UNLESS OTHERWISE SPECIFIED. WHERE ADJACENT TO PREVIOUS/EXISTING
CONSTRUCTION SLABS SHALL BE INSTALLED FLUSH WITH ADJACENT EXISTING FLOOR SURFACES. NEATLY FINISH BUTTING
EDGES AND JOINTS IN SLABS TO MINIMIZE JOINT APPEARANCE OR TRANSLATION THROUGH SCHEDULED FLOOR FINISHES.
4.1. APPLY SMOOTH TROWEL FINISH TO SLAB SURFACES EXPOSED TO VIEW OR WHERE SLAB SURFACES WILL BE
SUBSEQUENTLY COVERED WITH A FLOOR FINISH.
4.2. LEVEL ALL FLOOR SLABS UNLESS SLOPED FOR DRAINAGE PURPOSES.
4.3. APPLY A NON -SLIP FINE BROOM FINISH TO EXTERIOR SLABS ON GRADE OR SLABS THAT WILL SUBSECJEN__ '
RECEIVE A FLOOR FINISH REQUIRING BONDING TO THE SLAB SURFACE.
4.4. SLABS THAT ARE SLOPED FOR DRAINAGE SHALL BE UNIFORMLY SLOPED TO PREVENT PONDING AND �-IE
ACCUMULATION OF WATER ON THE SURFACE. SLOPE SURFACES MINIMUM 1%AT COVERED AREAS (PORCHES AND
GARAGES) AND MINIMUM 2% AT EXTERIOR LOCATIONS.
5. COORDINATE SLAB BLOCK -OUTS OR PENETRATIONS FOR CONDUIT, PIPING, OR SIMILAR UTILITIES WITH GENERAL
CONTRACTOR PRIOR TO START OF CONSTRUCTION. THE PERIMETER OF ALL SLAB PENETRATIONS (PIPES CONDUITS,
ETC), AROUND BUILDING COLUMNS, AND ALONG ALL EDGES OF VERTICAL SURFACES ABUTTING OR PROJECTING
THROUGH SLABS SHALL HAVE PRE -MOLDED ISOLATION JOINT MATERIAL INSTALLED FOR THE FULL THICKNESS OF THE
SLAB, MINIMUM 1/2" THICK. WHERE EXPOSED TO MOISTURE RECESS ISOLATION MATERIAL AND INSTALL AN ELASTOMERIC
JOINT SEALANT.
TYPICAL SLAB ON GRADE DETAIL
NOT TO SCALE
PORCH COLUMN PER PLAN
SIMPSON ABU44Z/ABU66Z OR
EQUAL POST BASE (FILL ALL
NAIL HOLES WITH 16D GALV)
5/8"0 GALV WEDGE OR
ADHESIVE ANCHOR TO
CONCRETE
MEMBRANE FLASHING
JOINT SEALANT
CONCRETE SLAB
RADIUS SLAB SUBBASE
AND COMPACTED FILL
TOOLED
EDGES SLOPE
12"
0,5 MIN
- MATCH #4 FOOTING
REINFORCING - SEE
FOUNDATION PLAN
NOTE: VERIFY AND COORDINATE FOOTING STEP LOCATIONS
WITH FIELD VERIFIED CONDITIONS AND SITE GRADING.
MAINTAIN THE MINIMUM FROST PROTECTION DEPTH AT ALL
TIMES FROM FINISHED GRADE TO BOTTOM OF FOOTING
TYPICAL STEPPED FOOTING DETAIL
NOT TO SCALE
"^^� SHEATHING
DAIRY NAILING
3 GABLE END TRUSS
FULLY SHEATHED
EXTERIOR FACE OF
GABLE END TRUSS
2X4 BLOCKING AT
24" OC WITH
SIMPSON LUS24 FM
HANGER TO
BOTTOM CHORD
SIMPSON H1, TYP
2X FRAMED WALL
BELOW GABLE
END TRUSS
TYPICAL GABLE END TRUSS
TO TM/ALL DETAIL
ROOF TRUSSE
24" OC
RAISED HEEL
ENERGY TRU:
SIMPSON H1 /
EACH TRUSS
2X6 BEARING
HORIZONTAL REINFORCING
WHEN SPECIFIED SHALL
CONTINUE THRU JOINT
-----=--L=-------=
JOINT SEALANT EACH
SIDE OF WALL FOR
FULL HT
3/4" CHAMFEF
EF OF WALL
3/4" CHAMFER
EACH SIDE WITH
MASTERSEAL NP2 JOINT
SEALANT FULL HT, OR
EQUAL
TYPICAL FOUNDATION WALL CONTROL JOINT
NOT TO SCALE (WCJ'S ARE OPTIONAL BUT IMPORTANT TO
CONTROLLING THERMAL AND SHRINKAGE CRACKING
OF CONCRETE FDN WALLS, SEE PLAN AND/OR FDN
NOTES FOR RECOMMENDED JOINT LOCATIONS)
RAISED HEEL ENERGY TRUSS AT SUPPORT
TYPICAL TRUSS/RAFTER BEARING DETAIL
1 1/2" MIN CLEAR SPACE
FOR VENTILATION, ELSE
USE BAFFLES/VENTS EACH
BAY, TYPICAL
9" t HT - R-38 BATT
14" t HT - R-49 BATT 12
SEE PLAN
MIN. (3) 8d NAILS
SHEATHING TO
VERTICAL WEB OF _
TRUSS, TYP
CEILING JOISTS
SEE
ROOF RAFTERS AT PLAN
16" OC SEE PLAN
NOTE
SIMPSON TIE EACH
BEARING AT
RAFTER; H1 AT RAFTER
DROPPED
ONLY LOC'S AND H10-2
PORCH
FOR RAFTERS LAPPED
BEAMS
WITH CLG JSTS
SIMILAR
RAFTER FRAMING AT SUPPORT
NOT TO SCALE NOTE: ADJUSTMENTS TO OVERHANGS MAY BE REQUIRED
AT ROOF SLOPE CHANGES TO ALIGN FASCIAS - COORDINATE
W/ROOF PLAN, BEARING ELEVATIONS, AND TRUSS
DESIGN/LAYOUT PRIOR TO CONSTRUCTION
IRDER TRUSS OR
OOP BEAM (POINT
DAD LOCATION)
TUD COLUMN BELOW
DINT LOAD (MINIMUM
WIDTH TO MATCH
BEAM OR GIRDER TRUSS
WIDTH)
2X4 SQUASH BLOCKS
(MINIMUM WIDTH TO MATCH
COLUMN WIDTH PLUS
TWO BLOCKS)
FLOOR BEAM (POINT
LOAD LOCATION)
STUD COLUMN BELOW
POINT LOAD (MINIMUM
WIDTH TO MATCH
BEAM OR GIRDER TRUSS
H BLOCKS
VIDTH TO MATCH
IDTH PLUS
<S)
N WALL
MIN.(
3" LG
STEE" .�
MIN 3/8" THK X BEAM
WIDTH X 8" LG
MIN. (4) 5/16"0
TAPCONS OR GALV
WEDGE ANCHORS
INTO SLAB/FTG (3"
EMBED)
STEEL BASE -
PLATE
MIN 3/8" THK X
5.5" SQ
WT STEEL PIPE COLUMN
WITH WELDED BASE/CAP PLATES, PRIMED
(PRE -MANUFACTURED LALLY COLUMNS
WITH CAPACITY > 15,000 LBS ARE AN
ACCEPTABLE ALTERNATIVE, WITH TOP
AND BOTTOM BEARING PLATES AND
MECHANICAL ANCHORS TO BEAM AND
SLAB, MINIMUM 11 GA.)
INTERIOR COLUMN
FOOTING PER
FOUNDATION PLAN
TYPICAL BASEMENT COLUMN DETAIL
NOT TO SCALE
NOTCH SILL PLATE AT
BEAM POCKET AS REQ'D
FLOOR JOISTS PER PLAN
DROPPED FLOOR BEAM
2X4 PRESSURE TREATED
BEARING PLATE & SHIMS
FOUNDATION WALL
TYPICAL WOOD BEAM POCKET DETAIL
NOT TO SCALE
CONTRA113 JSI-'t S►*.ATNED BRACED
WALL PAL lEE tING tAth"A
L9NGTH P&GU1RPNENIS OF ".ABLE
a.6
EXTEW OF MEAC1 R WITH 154"LE PORTAL FRAMES iTWO BRACED 'WALL PAttiE
L IE",I Or- HkAIDER WITH SmOd.E PORTAL%RANE
4CT.4E BR.ArlO 4'44At .P'At<ELI
FASTE?i K[NG STUD
-I a' FINlSs *z'h7OtliOF- OPENIIiaC toLAOILA WITH @
-0OR SPVGL.E OR DOUITICE P'GtRI ►
TEt15ION STRAP f*u
Y »ALL
HEIGHT
,
`
-----------------------------
a,• r s .
MIN. 3**1171.• kI:T HgADL4 5tEttL NEhFJEI•t Pfg TiEL�
f ' .' SPACER IS USED, PLACE Ott BAAC:M-S► _* Of **_ADE}+
g
FASTEN SIHEATHING TO HEADER WITH ED
COMIAON OR GALYAHI.M0 90.x SAILS IN 3' GRIC
PA11ERNAS S+40,'.Ii
y
T,7�-
El TO .lALit.STUC STRAPPEK :ABLERW2.1@C,.1Ott
O'tHSIL:fSOfOff��OPPO'3aTE
S1t af' SHEATHINGwo
VIN. UOUBLE .^"xr FAA►s'p & COVEA10 WITH MIN,
g
le it' IO,, WT3007 STRLK:IURA.L PANEL SHEATHING
o
^�
h"HBO COMMON OR GAL)OWlIZED BOX NAILS A"
3- U.C. tN ALL F R"ING CSTUDS,
SLOCA t4G. AhO StLLS1 TYP.
•
MlFt LW4TH OF PATN&L PER TABLE 145,!(13
r:•
} •
1olVL Ia 1 ' io DIALIETER AtOCHDIi BOL t S
Ih51ALLED PER SECTM' R40L3A.E WIT? -I
AO
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2`x7xq'x" PLAT E WA,SHE R
;
CAI
#x�iy°G`
�190 c
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OVER CONCRETE OR MASONRY BLOCK FOUNDATION 1 `
►'t=5rkUClUKOW.P .14EL %wl. SULE PLATE
SFEATHPiG tO TOP Ol: BAUD TO JiO151 PFA
OR fxtM JOIST tMSLE R 023(l)
TABLE W2.. 10!.
-
t04`.OP%r4SltE SIDE
BRACED WALL LINE•
...
CONtfYUOUSLY SH"THE L
s , • f
'AllH YvOOD STRLCtURAL
• • ...
PANELS
If NEEDED. P'AttL
;.•
SPLICE EDGES SHAU•�
OCCUR O%C-R AND BE
►,JttED TO CMIPAON
, --
BLOCKNM6WIMIN IHE
►,t�OL6 2w M TT*_
;..
POR TAL• LErt HtiG 1 T
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•�
tN EACH Pk*JLL EUGE
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T"sPK:AL PCYRTAL
R ♦fr
---�
HAM* COkSIR: cflo`tw.
r.
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(til4G AND JACK StUr_)?
T+UntBEN 4l• JAG1a
�"
Sh1DS PER TABLES
Rw�`.r(t I a t2l
;,
ANCHOFT Sc Lt5 PER
SEC t ON R401.1.6
rlkf'
,���j` FitA41iNGA`1 .:
PULD ACROSS
SHEATHING Jolt-0 *#1tl
C,APACIT Y OF 5 *9 LBS I
14E HORtZ0141ALANO
YERT1CAL 11FRL- c r10NS
�4OOL=STRUIC1lr%tAL PAIrfL 5f4-Ar"M OVER APPROVED we (XT RIM J01'�
OVER RAISED WOOD FLOOR - FRAWNG ANCHOR OPTION
i'V."LRE PO14tAL SHEA'HING COES W' LAP(YJ ER BAND UK "I JOIV1
:; w5A){TD S tRUC 1 LWAL SII"DEL hAll 50 F PtAAT1e
SHIEATHING to top OJ BAND TO Jow MR
OR FUM JOIST TA-_t: 1011=30)
to3o: a.
At 1 ACH SHILAI H04G 10
BAVD OR FM JIMST %%4 t
9D COWA014!'MAILSAt 3'
O.C. TOPAM DOTtO►A
' - .�aG s1Lrctt_A w1�.=t stEhTl�,c APPM ��� OKttn+JDls.
OVER RAISED WOOD FLOOR - OVERLAP OPTION
4't. t'LW 7AL SHEA? HV LAPIS 014.P{ BAND OIL HR1 BOARL'`t
FRONT ELEVATION
FAStEN Taw
PLATE TO
HE.ACILA tout r1H
t !S�O
i,XMS Of 16D
NAIIL5 At
r O.C. I yv.
tvit. 1w WE=
S1NUC*URAL
PANEL
SHE AT HIND
i
NAIL SOLE
?LATE TO JC6ST
PER TABLE
1
�- APYFTC3tiELI BAtdt3
o, - OR Rai Jots r
Ile
+dAA SOLE
PLAM TO JOiffi1
or K `TABLE
RM7.30 i
�"-- APPROVED SAINIG
OR RIIIM JOTS e
SECTION
FIGURE R602.10.6.4
METHOD CS-PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL. CONSTRUCTION
TYPICAL GARAGE PORTAL FRAME DETAIL
NOT TO SCALE
PORTAL FRAME NOTES:
1. DETAIL PROVIDED IS FROM THE 2020 RESIDENTIAL CODE OF NYS AND IS REQUIRED WHERE THE
CONTINUOUSLY SHEATHED WALL PANEL EACH END OF THE GARAGE DOOR OPENING IS LESS THAN
THE MINIMUM REQUIRED FOR THE CS-G WALL HEIGHT (8'-24", 9'-27", 10'-30"). THE MINIMUM CS-PF
PANEL WIDTH EACH END OF THE HEADER FOR THE GIVEN WALL HT SHALL BE AS FOLLOWS; 8'-16",
9'-18", 10'-20".
2. ENGINEER IS NOT RESPONSIBLE FOR THE PORTAL FRAME DESIGN OR CONFIGURATION NOR IS
ENGINEER RESPONSIBLE FOR CONSEQUENTIAL EFFECTS OF INSTALLING THE PORTAL FRAME
DETAIL AS SHOWN PER RCNYS CHAPTER 6.
3. LATERAL BRACING (DIAGONAL 2X FRAMING 24" OC TO ROOF/CEILING) IS RECOMMENDED FOR THE
BOTTOM OF PONY WALL AND HEADER BEAM TO PREVENT UNDESIRABLE DISPLACEMENTS,
VIBRATIONS, OR REDUCED STABILITY OF THE HEADER.
4. THE TENSION STRAP SHOWN EACH END OF THE PORTAL FRAME HEADER SHALL BE CAPABLE OF
4125 POUNDS OF TENSION, USE SIMPSON CMSTC16 WITH MINIMUM 30" LAP WITH JACK STUDS
BELOW HEADER, OR EQUAL.
DANIEL W. RYAN P.E.
Licensed Professional Engineer
P.O. BOX 1386
Nokomis, FL 34274
(518) 742-9569
dryan@dwrpe.com
ALL FEDERAL, STATE, AND LOCAL CODES AND
REGULATIONS SHALL BE CONSIDERED TO BE PART
OF THE PROJECT DETAILS AND SPECIFICATIONS
HEREIN. IF DISCREPANCIES BETWEEN THE CODES
AND REGULATIONS AND THE INFORMATION
CONTAINED ON THESE PLANS EXIST, THE MORE
STRINGENT SHALL APPLY UNLESS THE INFORMATION
SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION
OF THE CODE, IN WHICH CASE THE CODE OR
REGULATION SHALL TAKE PREFERENCE OVER PLANS.
DIG SAFELY
- CALL BEFORE YOU DIG
-WAIT THE REQUIRED TIME
-CONFIRM UTILITY RESPONSE
RESPECT THE MARKERS
DIG WITH CARE
SAFE DIGGING IS EVERYONES RESPONSIBILITY!
PLEASE CALL THE APPROPRIATE STATE DIG SAFE
HOTLINE OR CALL CENTER BEFORE YOU DIG.
IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
FOR ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF AN ITEM BEARING THE SEAL OF AN
ENGINEER IS ALTERED, THE ALTERING ENGINEER
SHALL AFFIX TO THE ITEM HIS SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
SIGNATURE, THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
DRAWING STATUS:
ENGINEERS STAMP:
7/18/24
REVISIONS
w
5
4
3
2
7/18/24 REVISED FRONT GABLE
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1
7/11/24 REVISED HIP/GABLES
PROJECT NO.: 1881
SCALE:
AS NOTED
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DATE:
6/19/24
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DRAWN BY:
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PROJECT:
CERRONE BUILDERS INC
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QUEENSBURY, NY
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MANDETPIL
STRUCTURAL MATERIAL STRENGTHS
STRUCTURAL AND MISCELLANEOUS STEEL:
ROLLED STEEL W SHAPES
- ASTM A 992
ROLLED STEEL C, MC SHAPE
- ASTM A 36
ROLLED STEEL PLATES, BARS, AND ANGLES
- ASTM A 36
HOLLOW STRUCTURAL SECTIONS (HSS SQUARE/ROUND)
- ASTM A 500, GR B
PIPE
- ASTM A53, TYPE E OR S, GRADE B
HOT -DIP -GALVANIZING
- ASTM A 123 AFTER FABRICATION
WELD ELECTRODES
-AWS E70
BOLTING ASSEMBLIES (HEAVY HEX GROUP 120)
-ASTM F3125, GRADE A325
ASTM A563, ASTM F436, TYPE 1,
MIN 3/4" O UNO
ANCHOR RODS/BOLTS -ASTM F 1554, GRADE 36
THREADED ANCHORS -ASTM A 36
POWDER ACTUATED FASTENERS (PAF) -HILTI 0.1770 DS/EDS
ADHESIVE ANCHORS (FOR SOLID CONCRETE) -HILTI HIT-HY 200-A/R V3
ADHESIVE ANCHORS (FOR MASONRY) -HILTI HIT-HY 270
(USE SCREEN TUBES AT HOLLOW SUBSTRATE)
-NON-SHRINK GROUT: MASTERFLOW 928 BY MASTER BUILDERS SOLUTIONS
CAST -IN -PLACE CONCRETE:
-FOOTINGS, PIERS, FOUNDATION WALLS, & INTERIOR SLABS fc = 3,000 psi@28DAYS
-EXTERIOR, PORCH, & GARAGE SLABS ON GRADE fc = 3,500 psi@28DAYS
-W/C RATIO 0.45-0.50
-SLUMP 3"-6"
-AIR CONTENT FOR EXT/EXPOSED CONCRETE 6.5% t 1.5% (0-2% AT INTERIOR CONCRETE)
-ASTM C 260 ENTRAINED AIR FOR EXTERIOR OR EXPOSED CONCRETE
-ASTM C 150 TYPE I OR II PORTLAND CEMENT
-MAXIMUM CEMENT SUBSTITUTION ASM C 618 CLASS F FLY ASH 15% (LOI<4%)
-ASTM C 494 TYPE C OR E NON -CHLORIDE ACCELERATOR
-ASTM C 33 FINE AGGREGATE (FOR CONCRETE), MUST BE 36% OF TOTAL AGGREGATE
-COARSE AGGREGATE (FOR SLABS) SHALL BE A BLEND OF WASHED CRUSHED STONE MEETING THE
REQUIREMENTS OF ASTM C 33 FOR COARSE AGGREGATE, SIZE 57 OR 67
-COARSE AGGREGATE (FOR FTGS/WALLS/PIERS) SHALL BE BLEND OF WASHED CRUSHED STONE MEETING
THE REQUIREMENTS OF ASTM C 33 FOR COARSE AGGREGATE, SIZE 467 OR 57
-REINFORCING/DOWELS: ASTM A 615, GRADE 60
LIGHT -FRAMED WOOD CONSTRUCTION:
-STRUCTURAL WOOD FRAMING: NLGA NO. 1/2 OR BETTER, SPRUCE -PINE -FIR (SPF) WITH MINIMUM
E-1,400,000 PSI, U.N.O. ON PLANS
-SUBFLOORING: 23/32" THK ADVANTECH T&G FLOOR SHEATHING OR EQUAL 23/32" THK APA RATED
SHEATHING,
EXPOSURE 1, SPAN RATING 48/24
-ROOF SHEATHING: 1/2" THK ZIP SYSTEM OR EQUAL 15/32" THK APA RATED SHEATHING, EXPOSURE 1,
SPAN RATING 32/16
-EXTERIOR WALL SHEATHING: 7/16" THK ZIP SYSTEM WALL SHEATHING OR EQUAL 9/16" THK APA RATED
SHEATHING, EXPOSURE 1, SPAN RATING 24/16
-UNFINISHED BOLTS AND ANCHOR BOLTS: ASTM A 307, GRADE A.
-SOUTHERN PINE (WHERE SPECIFIED "SYP" OR "S.& SO. PINE"): SPIB SELECT STRUCTURAL GRADE WITH
MINIMUM E=1,800,000 PSI
-DOUGLAS FIR (WHERE SPECIFIED "DF"): NLGA NO. 1 DOUGLAS FIR -LARCH (NORTH) WITH MINIMUM
E=1,800,000 PSI
-MANUFACTURED MICROLLAM LVL OR PARALLAM PSL: MINIMUM E=2.OX10' PSI AND Fb=2900 PSI AS
MANUFACTURED BY TRUS JOIST, OR EQUAL
-PRESSURE TREATED FRAMING: SOUTHERN PINE, NO. 2 OR BETTER, PRESSURE PRESERVATIVE TREATED
AND RATED FOR APPLICATION, EXPOSURE, AND USE.
MASONRY CONSTRUCTION:
-CONCRETE BLOCK: PROVIDE MASONRY WALL ASSEMBLY WITH AVERAGE COMPRESSIVE STRENGTH fm
OF
1500 PSI. CMU SHALL BE ASTM C 90 WITH AVERAGE NET COMPRESSIVE STRENGTH OF 1900 PSI, NORMAL
WEIGHT.
-MORTAR: READY -MIX ASTM C 270 OR ASTM C 1142, TYPES
-GROUT: ASTM C 476, MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI, 8-10" SLUMP
-BRICK: ASTM C 216, TYPE FIBS, GRADE SW, WITH MINIMUM AVERAGE NET AREA COMP. STRENGTH 3000 PSI
-REINFORCING/DOWELS: ASTM A 615, GRADE 60
STAIR NOTES
1. STAIRWAY SHALL NOT BE LESS THAN 36 INCHES WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE
PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT
PROJECT MORE THAN 4 1/2 INCHES ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH
OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL
NOT BE LESS THAN 31 1/2 INCHES WHERE THE HANDRAIL IN INSTALLED ON ONE SIDE AND 27 INCHES
WHERE THE HANDRAILS ARE PROVIDED ON BOTH SIDES.
2. THE MAXIMUM RISER HEIGHT SHALL BE 8 1/4 INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 9
INCHES.
3. THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6-8" MEASURED
VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE
OF THE LANDING OR PLATFORM.
4. PORCHES, BALCONIES, OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE
FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36 INCHES IN HEIGHT. OPEN SIDES OF
STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL
HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE
TREADS.
5. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR SURFACES, BALCONIES, AND
PROCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW THE
PASSAGE OF A SPHERE 4 INCHES OR MORE IN DIAMETER.
6. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE
RISERS. HANDRAIL HEIGHT, MEASURED ABOVE THE TREAD NOSINGS, SHALL BE NOT LESS THAN 34
INCHES AND NOT MORE THAN 38 INCHES, ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL
LENGTH OF THE STAIRS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT
DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT.
7. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES BETWEEN THE
WALL AND THE HANDRAIL
8. ENCLOSED ACCESSIBLE SPACE BENEATH STAIRWAYS SHALL HAVE WALLS AND UNDER STAIR SURFACE
ON THE ENCLOSED SIDE WITH A 1/2 INCH GYPSUM COVERING.
9. EXTERIOR EXIT LANDINGS, STAIRS, DECKS, AND SIMILAR EXIT FACILITIES SHALL BE POSITIVELY
ANCHORED TO THE PRIMARY BUILDING STRUCTURE USING HANGERS, LAG BOLTS, SCREWS, OR OTHER
FASTENING SYSTEMS NOT SUBJECT TO WITHDRAWAL.
10. REQUIRED EXTERIOR EGRESS DOORS SHALL HAVE A LANDING OR FLOOR ON EACH SIDE OF THE
DOORWAY. THE LANDING OR FLOOR AREA EACH SIDE SHALL BE MINIMUM 3'-0" X T-0". THE LANDING OR
FLOOR SHALL BE MAXIMUM 1 1 /2" BELOW THE DOOR THRESHOLD ON THE SIDE UNDER THE DOOR
SWING, AND MAXIMUM 8 1/4" BELOW THE THRESHOLD WHEN THE DOOR DOES NOT SWING OVER THE
FLOOR OR LANDING.
11. ALL EXTERIOR DOORS, OTHER THAN ANY REQUIRED EGRESS DOOR, SHALL HAVE A LANDING OR FLOOR
ON EACH SIDE OF THE DOORWAY. THE LANDING OR FLOOR AREA EACH SIDE SHALL BE MINIMUM 3'-0" X
3-0". THE LANDING OR FLOOR SHALL BE MAXIMUM 7 3/4" BELOW THE DOOR THRESHOLD ON EACH SIDE. A
TOP LANDING IS NOT REQUIRED WHERE A STAIRWAY OF NOT MORE THAN TWO RISERS IS LOCATED ON
THE EXTERIOR SIDE OF THE DOOR, PROVIDED THAT THE DOOR DOES NOT SWING OVER THE STAIRWAY.
12. A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, INCLUDING
STAIRS IN AN ENCLOSED GARAGE, PROVIDED THAT A DOOR DOES NOT SWING OVER THE STAIRS.
FOUNDATION NOTES:
1. BEAR FOOTINGS ON FIRM UNDISTURBED SOIL. FOUNDATIONS HAVE BEEN DESIGNED FOR A PRESUMPTIVE SOIL BEARING PRESSURE OF 2000 PSF. IF SOILS
ENCOUNTERED ARE EXPANSIVE, COMPRESSIBLE, SHIFTING, OR HAVE OTHER UNKNOWN CHARACTERISTICS, BUILDING CODE OFFICIALSHALL DETERMINE
NEED FOR SOIL TESTING WHICH SHALL BE PERFORMED TO VERIFY SOIL PROPERTIES AND THE DESIGN PRESUMPTIVE BEARING PRESSURE.
2. MINIMUM DEPTH OF EXTERIOR FOOTINGS FOR FROST PROTECTION IS 4 FEET BELOW FINISHED GRADE, UNLESS ENTIRE STRUCTURE IS FULLY BEARING ON
SOUND BEDROCK OR OTHER NON -FROST -SUSCEPTIBLE (NFS) BEARING MATERIAL/SURFACES.
3. LAP FOOTING AND WALL REINFORCEMENT 2 FEET AT SPLICES. PROVIDE CORNER BARS THE SAME SIZE AND NUMBER AS CONTINUOUS REINFORCEMENT,
LAPPED 2 FEET WITH MAIN REINFORCEMENT. REFER TO TYPICAL DETAIL FOR MORE INFORMATION.
4. CAST STEPPED FOOTINGS MONOLITHICALLY. REFER TO DRAWINGS FOR TYPICAL STEPPED FOOTING DETAIL. SEE FOUNDATION PLAN :OR APPROXIMATE
STEP LOCATIONS. VERIFY AND COORDINATE LOCATIONS WITH GRADING AND FIELD VERIFIED CONDITIONS AT THE TIME OF CONSTRUCTION TO MAINTAIN THE
MINIMUM FROST PROTECTION DEPTH.
5. EXCAVATIONS SHALL BE LAID BACK TO PREVENT SLOUGHING IN OF SIDES. MAINTAIN SIDES AND SLOPES OF EXCAVATIONS IN A SAFE/STABLE CONDITION
UNTIL COMPLETION OF BACKFILLING. FOUNDATION EXCAVATIONS AT BEARING SURFACES SHALL BE HAND TRIMMED TO REMOVE LOOSE MATERIAL OR
RIDGES LEFT BY EQUIPMENT. COMPLY WITH OSHA REQUIREMENTS CONTAINED IN 1926 SUBPART P FOR ALL EXCAVATIONS. PROTECT i\ND SECURE OPEN
EXCAVATIONS UNTIL BACKFILLED TO MATCH THE SURROUNDING GRADE.
6. BACKFILL FOUNDATION WALLS WITH SAND AND GRAVEL (GW, GP, SW, OR SP SOILS) WHICH ARE WELL -DRAINING, SOUND, DURABLE, AND FREE OF ORGANIC
OR OTHER DELETERIOUS MATERIALS. INSTALL BACKFILL EVENLY ON BOTH SIDES OF WALLS WHERE NECESSARY TO PREVENT DISPLACEMENT OF
CONSTRUCTION. BACKFILL SHALL NOT BE PLACED AGAINST BASEMENT WALLS UNTIL THE WALLS HAVE REACHED THE DESIGN STRENGTH AND HAVE BEEN
ANCHORED TO THE FLOOR ABOVE, FINISHED GRADE AT PERIMETER OF FOUNDATION SHALL BE SLOPED TO DRAIN SURFACE WATER AWAY FROM BUILDING.
THE GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES WITHIN FIRST 10 FEET.
7. PLACE INTERIOR BACKFILL (BASEMENTS, GARAGES, AND PORCHES) AND SLAB SUBBASE MATERIAL IN LAYERS NOT MORE THAN 12 INCHES IN LOOSE DEPTH
AND COMPACT TO 95 PERCENT OF THE MATERIALS MAXIMUM DENSITY AS DETERMINED BY ASTM D1557.
8, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACE LOCATED BELOW GRADE SHALL BE DAMP -PROOFED FROM THE TOP
OF FOOTING TO FINISHED GRADE. DAMP -PROOFING SHALL BE A BITUMINOUS COATING OR 3 POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT.
9. THE UNDER -FLOOR SPACE CREATED IN CRAWL SPACES SHALL BE PROVIDED WITH VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR
WALLS, THE MINIMUM NET AREA SHALL BE 1 SQUARE FOOT FOR EVERY 150 SQUARE FEET OF CRAWL SPACE. ONE SUCH OPENING SHALL BE WITHIN 3 FEET
OF EACH CORNER OF THE BUILDING. VENTILATION OPENINGS ARE NOT REQUIRED WHEN THE GROUND SURFACE IS COVERED WITH 6-MIL POLY VAPOR
RETARDER, THE SPACE IS SUPPLIED WITH CONDITIONED AIR, AND THE EXTERIOR PERIMETER WALLS ARE INSULATED IN ACCORDANCE WITH CODE AS PART
OF THE PERIMETER THERMAL ENVELOPE.
10. ANCHOR SILL PLATE OF EXTERIOR WALLS TO FOUNDATION WALLS WITH 1/2-INCH ANCHOR BOLTS 12 INCHES MAXIMUM FROM EACH END AND 4 FEET
MAXIMUM ON CENTER IN BETWEEN. (MINIMUM OF TWO ANCHOR BOLTS IN EACH SILL PIECE.) EMBED ANCHOR BOLTS A MINIMUM OF 9 INCHES IN THE TOP OF
CONCRETE FOUNDATION WALLS.
11. DO NOT CASTOR PLACE FOOTINGS OR FOUNDATION ELEMENTS IN WATER OR ON FROZEN GROUND.
12. CENTER FOOTINGS UNDER WALLS, PIERS, AND COLUMNS UNLESS NOTED OTHERWISE.
13, REINFORCE ALL CONCRETE AND FOUNDATION ELEMENTS IN ACCORDANCE WITH PLAN NOTES AND CORRESPONDING TYPICAL DETAILS AND SECTIONS,
UNLESS OTHERWISE SPECIFIED OR DETAILED.
14. ALL EXCAVATION AND UNDERCUTTING OR SIMILAR ACTIVITY ADJACENT TO PREVIOUSLY INSTALLED OR EXISTING CONSTRUCTION TO REMAIN MUST BE
COMPLETED WITHOUT UNDERMINING OR COMPROMISING EXISTING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION
OF REQUIRED BRACING, SHORING, AND/OR SHEETING TO SUPPORT ADJACENT SOIL AND FOUNDATION/SLAB/EARTH LOADS WHEN EXCAVATING WITHIN AN
AREA BEYOND A 30 DEGREE DOWNWARD ANGLE FROM EXISTING CONSTRUCTION SUCH AS SLABS, FOOTINGS, OR FOUNDATION BEARING ELEVATIONS.
15. IF EXCAVATIONS ARE REQUIRED TO EXTEND BELOW THE SEASONAL GROUNDWATER ELEVATION AS DETERMINED UPON INITIAL EXCAVATION WORK, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY DE -WATERING THE SUBSURFACE TO MINIMUM TWO FEET BELOW THE LOWEST WORK POINT PRIOR TO
PROGRESSING WITH EXCAVATION OR SUBSEQUENT FOUNDATION/SUBSURFACE WORK.
16. VERIFY SIZE AND LOCATION OF MECHANICAL, ELECTRICAL, OR UTILITY PENETRATIONS OR OPENINGS THROUGH CONCRETE ELEMENTS PRIOR TO PLACING
CONCRETE. PROVIDE CAST -IN PVC OR GALVANIZED SLEEVES OR CHASES FOR UTILITY, PIPING, CONDUIT, OR DUCT PENETRATIONS. PROVIDE ISOLATION
MATERIAL AROUND ALL NON -SLEEVED PENETRATIONS OR EMBEDDED ITEMS PRIOR TO CASTING CONCRETE. DO NOT LOCATE PENETRATIONS THROUGH
CONCRETE COLUMNS, PIERS, BEAMS, GRADE BEAMS, OR FOOTINGS UNLESS SHOWN ON DRAWINGS OR ACCEPTED BY ENGINEER.
17. CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS DETAILED OTHERWISE:
COVER
FOOTINGS POURED AGAINST EARTH 3"
SURFACE EXPOSED TO WEATHER OR EARTH (INCLUDING
SURFACES OF FOUNDATION WALLS COVERED WITH
WATERPROOFING MEMBRANE AND/OR INSULATION:
BARS LARGERTHAN #5 2"
#5 BARS OR SMALLER 1 1/2"
SURFACES NOT EXPOSED TO WEATHER OR EARTH:
SLABS AND WALLS 3/4"
BEAM, GIRDERS, PIERS, AND COLUMNS 1 1/2"
BETWEEN BARS AND EMBEDDED ITEMS:
IN CONCRETE ELEMENTS EXPOSED TO
WEATHER OR EARTH 1 1/2"
IN CONCRETE ELEMENTS NOT EXPOSED TO
WEATHER OR EARTH 3/4"
18. ROUGHEN SURFACES OF CONCRETE WHICH WILL BE IN SUBSEQUENT CONTACT WITH EXISTING OR OTHER INSTALLED CONCRETE WORK (SUCH AS BETWEEN
T/FTG AND PIERS OR AT WALL CONSTRUCTION JOINTS). APPLY A LIQUID BONDING AGENT TO IN -PLACE CONCRETE SURFACES PRIOR TO INSTALLING
SUBSEQUENT CONCRETE. LIQUID BONDING AGENT SHALL BE MASTEREMACO ADH326 BY MASTER BUILDERS SOLUTIONS, OR APPROVED EQUAL.
19. CONTRACTOR SHALL PRE -DETERMINE CONSTRUCTION SEQUENCE AND CONCRETE POUR SCHEDULE PRIOR TO START OF WORK. CAST ALL CONCRETE
ELEMENTS MONOLITHICALLY UNLESS OTHERWISE SPECIFIED OR APPROVED BY ENGINEER (WALLS, FOOTINGS, AND ETC).
20. DO NOT ALLOW COLD JOINTS IN CONCRETE WORK DUE TO DELAYS AND CONTRACTOR SHALL PLAN POUR SEQUENCE ACCORDINGLY. CONCRETE SHALL BE
PLACED IN ONE UNIFORM CONTINUOUS PROCEDURE FROM BOTTOM TO TOP OF PLACEMENT.
21. CONSOLIDATE ALL CONCRETE IMMEDIATELY AFTER PLACEMENT USING INTERNALLY PLACED MECHANICAL VIBRATING EQUIPMENT OR DEVICE CAPABLE OF
TRANSMITTING VIBRATION TO CONCRETE IN FREQUENCIES OF NOT LESS THAN 5000 VIBRATIONS PER MINUTE.
22. CONCRETE WHICH IS TO BE PUMPED SHALL HAVE PIPES AND PUMPING SYSTEM WITH A MINIMUM DIAMETER AND CAPACITY SUFFICIENT FOR THE PLANNED
CONCRETE MIX.
23. ALL CONCRETE WORK SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF ACI-318 AND RELATED OR REFERENCED
STANDARDS/GUIDES/REPORTS CONTAINED WITHIN ACI-318,
24. ALIGN FOUNDATION WALL CONSTRUCTION/CONTROL JOINTS WITH JOINTS IN OTHER WORK AND/OR FINISHES. VERIFY AND COORDINATE JOINT LOCATIONS IN
FIELD IN COORDINATION WITH PROJECT REQUIREMENTS AND PREFERENCES OF THE OWNER. FILL FOUNDATION WALL CONTROL AND CONSTRUCTION JOINTS
WITH MASTERSEAL NP2 JOINT SEALANT BY MASTER BUILDERS SOLUTIONS OR EQUAL.
25. AT INTERSECTIONS OF CONCRETE WALLS, PROVIDE CORNER BARS IN OUTER LAYER THE SAME SIZE AND SPACING AS HORIZONTAL REINFORCEMENT
LAPPED WITH MAIN REINFORCING. INNER BARS AT CORNERS SHALL HAVE STD END HOOKS PROJECTED INTO THE PERPENDICULAR WALL. AT "T"
INTERSECTIONS, PROVIDE STEM REINFORCING EXTENDED TO OUTER LAYER OF PERPENDICULAR REINFORCING AND TERMINATE WITH STD END HOOK.
26. EXPOSED CONCRETE SHALL HAVE A SMOOTH -FORMED -FINISH. USE ONLY PREPARED, CLEANED, SMOOTH -FORMING PANEL MATERIALS TO PROVIDE SMOOTH,
CONTINUOUS, STRAIGHT, FLAT, EXPOSED SURFACES WITHOUT HONEYCOMBS, POCKETS, BUBBLES, FINS, RIDGES OR SURFACE VOIDS OR DEFECTS. USE
FORM COATINGS AND RELEASE AGENTS APPLIED PRIOR TO PLACEMENT OF FORMS THAT WILL NOT STAIN OR BOND TO SURFACES AND THAT WILL NOT
ADVERSELY AFFECT CONCRETE SURFACES. DO NOT APPLY FORM COATINGS OR RELEASE AGENTS TO IN -PLACE FORMS TO PREVENT COATINGS FROM BEING
SPRAYED ON REBAR OR OTHER EMBEDDED ITEMS.
27. FORM TIES SHALL BE OF PROPER LENGTH, POSITION, AND TYPE TO EASILY SNAP -OFF OR BE REMOVED. DO NOT USE FORM TIES THAT WILL DEFLECT OR
PROMOTE SURFACE DAMAGE OR SPALLING OF CONCRETE UPON REMOVAL. METAL FORM TIES SHALL BE AVOIDED WHERE POSSIBLE WITHIN 1-INCH OF ANY
EXPOSED CONCRETE SURFACE TO PREVENT CORROSION AND/OR SURFACE STAINING.
28. SECURE EMBEDDED ITEMS IN -PLACE PRIOR TO CONCRETE PLACEMENT USING FORMS, BRACES, TEMPLATES, AND OTHER DEVICES. DO NOT WET -SET
EMBEDMENTS, REINFORCING, OR ANCHORS.
29. TOLERANCES FOR CONCRETE WORK SHALL BE AS FOLLOWS;
29.1. FOOTINGS:
29.1.1. VARIATION OF DIMENSIONS IN PLAN: PLUS 2 INCHES OR MINUS 1/2 INCH.
29.1.2. VARIATION OF CENTER FROM SPECIFIED CENTER IN PLAN: 2 PERCENT OF FOOTING WIDTH IN DIRECTION OF VARIATION, PLUS OR MINUS 2-INCHES
MAXIMUM VARIATION.
29.1.3. VARIATION OF BEARING SURFACE FROM SPECIFIED ELEVATION: PLUS OR MINUS 1/2 INCH.
29.2. PIERS, COLUMNS, AND WALLS:
29.2.1. VARIATION IN CROSS -SECTIONAL DIMENSIONS OF PIERS AND COLUMNS AND IN THICKNESS OF WALLS. PLUS OR MINUS 1/4 INCH.
29.2.2. VARIATION IN PLAN FROM SPECIFIED LOCATION IN PLAN: PLUS OR MINUS 1/2 INCH FOR ANY MEMBER IN ANY LOCATION.
29.2.3. DEVIATION IN PLAN FROM STRAIGHT LINES PARALLEL TO SPECIFIED LINEAR BUILDING LINES: 1/4 INCH FOR ADJACENT MEMBERS LESS THAN 20 FEET
APART OR ANY WALL LENGTH LESS THAN 20 FEET; 1/2 INCH FOR ADJACENT MEMBERS 20 FEET OR MORE APART OR ANY WALL LENGTH OF 20 FEET
AND GREAT
29.2.4. DEVIATION ;fER,
29-2-5. VARIATION' 1-INCH MAXIMUM FOR ENTIRE HEIGHT.
29.2.6. DEVIATION FROM PLUMB; 114 INCH FOR ANY 10 FEET OF HEIGHT, 120 FEET APART OR
ANY WALL L NPLUS OR MINUS 112 INCH FOR ANY MEMBER IN ANY LOCATION, OF 20 FEET AND
GREATER. IN ELEVATION FROM SPECIFIED ELEVATION:
S TO SPECIFIED GRADE LINES: 114 INCH FOR ADJACENT MEMBERS LESS
TH
29.3, ANCHOR ROD IN ELEVATION FROM LINES PARALLEL
ADJACENT MEMBERS 20 FEET OR MORE APART OR ANY WALL LENGTH'
29.3�1. VARIATION LENGTH LESS THAN 20 FEET;112 INCH FOR
29.3.2. VARIATION
MINIMUM CATEGORY CLASSIFICATION OF GLAZING
EXPOSED SURFACE
GLAZING IN STORM
GLAZING IN
GLAZING PANELS
GLAZING PANELS
GLAZING IN DOORS AND
SLIDING GLASS
AREA OF ONE SIDE
OR COMBINATION
DOORS
REGULATED BY ITEM 7
REGULATED BY ITEM 6
ENCLOSURES REGULATED
DOORS PATIO
OF ONE LITE
DOORS
(CATEGORY
OF SECTION R308.4.3
OF SECTION R308.4.2
BY ITEM 5 OF R308.4.5
TYPE
(CATEGORY CLASS)
CLASS)
(CATEGORY CLASS)
(CATEGORY CLASS)
(CATEGORY CLASS)
(CATEGORY CLASS)
9 SQ.FT. OR LESS
I
I
NO REQUIREMENT
I
II
II
MORE THAN 9 -T
II
II
II
II
II
II
NOTES:
1. INDIVIDUAL GLAZED AREAS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED IN SECTION R308.4 SHALL PASS
THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201. GLAZING SHALL COMPLY WITH THE CPSC 16 CFR, PART 1201
CRITERIA FOR CATEGORY I OR II AS INDICATED IN THE TABLE ABOVE.
FOUNDATION DESIGN PARAMETERS
CLASS OF MATERIAL
ALOWABLE FOUNDATION
LATERAL EARTH
LATERAL SLIDING
BEARING PRESSURE
PRESSURE
COEFF. OF FRICTIONA
(PSF)B
(PSF/FT BELOW GRADE)
CRYSTALLINE BEDROCK
12,000
1,200
0.70
SEDIMENTARY AND FOLIATED ROCK
4,000
400
0.35
GRAVEL, SANDY GRAVEL (GW AND GP)
3,000
200
0.35
SAND, SILT, SILTY SAND
2,000
150
0.25
AND GRAVELS (SW,SP,SM,& GM)_
CLAY, SANDY CLAY, SILTY CLAY, CALYEY
1,500 B
100
-
SILT/SAND/GRAVEL, SANDY SILT
A. COEFFICIENT TO BE MULTIPLIED BY THE DEAD LOAD.
B. IF SOILS ENCOUNTERED ARE EXPANSIVE, COMPRESSIBLE, SHIFTING, OR HAVE OTHER UNKNOWN CHARACTERISTICS, OR IF THE SOILS ARE ANTICIPATED
TO HAVE A BEARING CAPACITY LESS THAN 1,500 PSF, A SOILS INVESTIGATION SHALL BE CONDUCTED TO VERIFY THE FOUNDATION DESIGN.
C. REFER TO SOIL PROPERTIES TABLE THIS DRAWINGS FOR CLASSIFICATION OF SITE SOILS UPON FIELD VERIFICATION.
D. SHADED AREAS CONSIST OF SUITABLE FOUNDATION BEARING AND BACKFILL SOILS.
E. FOUNDATION DESIGN IS BASED ON SOIL CONDITIONS AND AN ALLOWABLE BEARING PRESSURE FOR ASSUMED SUBSURFACE CONDITIONS WITHOUT THE
BENEFIT OF A GEOTECHNICAL REPORT OR SUBSURFACE SOIL INVESTIGATION OR ANALYSIS. IF SUBSURFACE CONDITIONS OBSERVED AT THE TIME OF
CONSTRUCTION ARE NOT REPRESENTATIVE OF GW, GP, SW, SP, SM, OR GM SOILS (AS NOTED ABOVE) THEN AN ENGINEER SHALL BE CONSULTED TO
VALIDATE THE DESIGN PRIOR TO CONSTRUCTION OF ANY FOUNDATION ELEMENTS..
SOIL PROPERTIES ACCORDING TO UNIFIED SOIL CLASSIFICATION SYSTEM
SOIL GROUP
UNIFIED SOIL
CLASSIFICATION
SYSTEM SYMBOL
SOIL DESCRIPTION
DRAINAGE
CHARACTERISTICS
FROST HEAVE
POTENTIAL
VOLUME CHANGE
POTENTIAL
EXPANSION
GW
WELL -DRAINED GRAVELS, GRAVEL -SAND MIXTURES, LITTLE OR NO FINES
GOOD
LOW
LOW
GP
POORLY -GRADED GRAVELS OR GRAVEL -SAND MIXTURES, LITTLE OR NO FINES
GOOD
LOW
LOW
GROUP
SW
WELL -GRADED SANDS, GRAVELLY. SANDS, LITTLE OR NO FINES
GOOD
LOW
LOW
SID
POORLY -GRADED SANDS OR GRAVELLY SANDS, LITTLE OR NO FINES
GOOD
LOW
LOW
GM
SILTY GRAVELS, GRAVEL -SAND -SILT MIXTURES
GOOD
MEDIUM
LOW
SM
SILTY SAND, SAND -SILT MIXTURES
GOOD
MEDIUM
LOW
GC
CLAYEY GRAVELS, GRAVEL -SAND -CLAY MIXTURES
MEDIUM
MEDIUM
LOW
SC
CLAYEY SANDS, SAND -CLAY MIXTURES
MEDIUM
MEDIUM
LOW
GROUP II
ML
INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY
FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY
MEDIUM
HIGH
LOW
CL
INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY
CLAYS, SILTY CLAYS, LEAN CLAYS
MEDIUM
MEDIUM
MEDIUM TO
LOW
CH
INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS
POOR
MEDIUM
HIGH
GROUP III
MH
INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDY OR SILTY
SOILS, ELASTIC SILTS
POOR
HIGH
HIGH
OL
ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY
POOR
MEDIUM
MEDIUM
GROUP IV
OH
ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS
UNSATISFACTORY
MEDIUM
HIGH
Pt
PEAT AND OTHER HIGHLY ORGANIC SOILS
TuNSATISFACTORY
MEDIUM
HIGH
1. THE PERCOLATION RATE FOR GOOD DRAINAGE IS OVER 4 INCHES PER HOUR, MEDIUM DRAINAGE IS 2 TO 4 INCHES PER HOUR,
AND POOR IS LESS THAN 2 INCHES PER HOUR.
2. SOILS WITH A LOW POTENTIAL EXPANSION TYPICALLY HAVE A PLASTICITY INDEX (PI) OF 0 TO 15, SOILS WITH A MEDIUM POTENTIAL
EXPANSION HAVE A PI OF 10 TO 35, AND SOILS WITH A HIGH POTENTIAL EXPANSION HAVE A PI GREATER THAN 20.
WALL WALL WALL WALL
e 011 e e 011
4" C N U 4" C L. 4" C L. 2" C L.
LAVATORIES
15" MIN. 15" MIN.
WALL WALL WALL
® IW2�
c c U
30"
MIN. 24" CL. IN
® FRONT OF
OPENING
ALL
WATER CLOSETS SHOWER
MINIMUM FIXTURE CLEARANCES
UNIFORMLY DISTRIBUTED DESIGN LIVE LOADS
LOCATION
LIVE LOAD (PSF)
EXTERIOR BALCONIES AND DECKS
40
ATTICS SERVED WITH FIXED STAIRS
30
UNINHABITABLE ATTICS WITHOUT STORAGE
10
UNINHABITABLE ATTICS WITH LIMITED STORAGE
20
ROOMS OTHER THAN SLEEPING ROOMS
40
SLEEPING ROOMS
30
GUARD IN -FILL COMPONENTS/BALLUSTERS
50
GUARDS AND HANDRAILS
200 LB
STAIRS
40 PSF/300LB TREADS
GROUND SNOW
SEE DESIGN CRITERIA
TABLE ON DWG #1
SEISMIC DESIGN CATEGORY
SEE DESIGN CRITERIA
TABLE ON DWG #1
BASIC WIND SPEED
SEE DESIGN CRITERIA
TABLE ON DWG #1
DANIEL W. RYAN P.E.
Licensed Professional Engineer
P.O. BOX 1386
Nokomis, FL 34274
(518) 742-9569
dryan@dwrpe.com
STRUCTURAL
■ CIVIL ■
MUNICIPAL
ENGINEERING
www.dwrpe.com
ALL FEDERAL, STATE, AND LOCAL CODES AND
REGULATIONS SHALL BE CONSIDERED TO BE PART
OF THE PROJECT DETAILS AND SPECIFICATIONS
HEREIN. IF DISCREPANCIES BETWEEN THE CODES
AND REGULATIONS AND THE INFORMATION
CONTAINED ON THESE PLANS EXIST, THE MORE
STRINGENT SHALL APPLY UNLESS THE INFORMATION
SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION
OF THE CODE, IN WHICH CASE THE CODE OR
REGULATION SHALL TAKE PREFERENCE OVER PLANS.
DIG SAFELY
CALL BEFORE YOU DIG
WAIT THE REQUIRED TIME
CONFIRM UTILITY RESPONSE
RESPECT THE MARKERS
DIG WITH CARE
SAFE DIGGING IS EVERYONES RESPONSIBILITY!
PLEASE CALL THE APPROPRIATE STATE DIG SAFE
HOTLINE OR CALL CENTER BEFORE YOU DIG.
IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
FOR ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF AN ITEM BEARING THE SEAL OF AN
ENGINEER IS ALTERED, THE ALTERING ENGINEER
SHALL AFFIX TO THE ITEM HIS SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
SIGNATURE, THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
DRAWING STATUS:
ENGINEERS STAMP:
7/18/24
REVISIONS
5
4
3
2
7/18/24 REVISED FRONT GABLE
w
1
7/11/24 REVISED HIP/GABLES
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PROJECT NO.:
1881
SCALE:
AS NOTED
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0
DATE:
6/19/24cc
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DRAWN BY:
DWRPE
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PROJECT:
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DRAWING NO.
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