Elevations I
I a �
NOTES.
I
SCALE
i' f: DO NOT DRAWING.
— ALL DIMENSIONS
I I ENSIGNS PRIOR. C
! �" 2. VERIFY TO CONSTRUCTION.
r � NOTIFY OWNER OF ANY DISCREPANCIES.
S. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE
BUILDING CODES TO ENSURE THE INFORMATION ON THIS
n
x�l,^ DRAWING CONFORMS TO ALL REQUIREMENTS.
n 1 r, ,
���s PLANS- •��! r 4. THESE P AND SPECIFICATIONS ARE IN COMPLIANCE
WITH CHAPTER 11 (ENERGY EFFICIENCY) OF THE 2020
.� t rR •i C .1C .t BUILDING CODE OF NEW YORE'STATE
1 5 b OVVIN1�F � Pn_ik, EERY
5. ALL PLUMBING FIXTURES, DRAINS, APPURTENANCES AND
Z .,, r_, �•o r �. E_
��,.};,�]� Orr APPLIANCES USED TO SERVICE OR DISCHARGE LIQUID
j
WASTES OR SEWAGE SHALL BE DIRECTLY CONNECTED TO
THE DRAINAGE SYSTEM OF THE BUILDING OR PREMISES,
i S S,
IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020
BUILDING CODE OF NEW YORK STATE.
I
6. EVERY PLUMBING FIXTURE, DEVICE OR APPLIANCE
I REQUIRING OR USING WATER FOR ITS PROPER
OPERATION SHALL BE DIRE
CTLY CTLY OR INDIRECTLY
f SUPPLY CONNECTED TO THE WATER
� Y SYSTEM IN
I ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW
YORK STATE.
I 7. THE PLUMBING SYSTEM SHALL BE PROVIDED WITS A
1 SYSTEM OF VENT PIPING THAT WILL ALLOW THE
1 ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID
i SEAL OF ANY FIXTURE TRAP SHALL NOT BE
SUBJECTED TO PRESSURE DIFFERENTIAL OF MORE
THAN f INCH OF WATER COLUMN. IN ACCORDANCE
WITH THE 2020 BUILDING CODE OF NEW YORK STATE.
8. ALL ELECTRICAL SYSTEMS SHALL BE INSTALLED IN
ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE.
9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH
OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A
MAXIMUM SLUMP OF 4" FOR CONCRETE SLABS AND 2" FOR
RAMPS.
10. ALL REINFORCING EEL ST SHALL CONFORM WITH ASTM
A-915 GRADE 60.
f f. NOTIFY THE ENGINEER IF ANY FILL OR NON-NATIVE OR
WELL-DRAINED MATERIAL IS ENCOUNTERED AT SUB GRADE
ELEVATIONS
f2• BACK FILL I EXCAVATIONS i
N AS SOON AS POSSIBLE.
COMPACT CLEAN SOIL TO NOT LESS THAN 95% OF
MAXIMUM DENSITY P AT OPTIMUM MOISTURE CONTENT.
13. BEGINNING IMMEDIATELY AFTER PLACEMENT, PROTECT
CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT
AND COLD TEMPERATURE D E S AN MECHANICAL DISTURBANCE
14. DESIGN LOADS:
let
FLOOR. . 40 PSF LIVE
10 PST DEAD
2nd FLOOR. 30 PSF LIVE
fO PSF DEAD
0 SNOW LOADS,
S. 50 PSF LIVE (GROUND SNOW LOADING
ROOF LOAD: 10 PSF DEAD
WIND SPEED: 115 MPH, 3 SECOND GUST
SEISMIC DESIGN CATEGORY: B
PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF
SOIL GROUP. CROUP I
15. JOINTS PENETRATIONS AND ALL OTHERSUCH
S H OPENS IN
THE BUILDING ENVELOP THAT ARE SOURCES OF AIR
LEAKAGE MUST BE SEALED.
16. LOT SHALL BE GRADED SO AS TO DRAIN SURFACE
WATER AWAY FROM FOUNDATION. THE GRADE AWAY
FROM FOUNDATION WALL SHALL PALL A MINIMUM OF 6"
WITIVN THE FIRST 10 FEET OF RUN.
f 7. CONTRACTOR SHALL ASSEMBLE AND INSTALL
MICROLLAM BEAMS PER MANUFACTURES
4 SPECIFICATIONS. TBE MINIMUM BEARING
REQUIREMENTS SHALL BE: 4 1/2" 0 ENDS & 7 1/2"
INTERMEDIATE SUPPORTS.
fB. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE
SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS.
HANDRAIL HEIGHT SHALL BE 34" MINIMUM AND 38"
MAXIMUM AS MEASURED ABOYE STAIR TREAD NOSING
19. ALL SMOKE DETECTORS SHALL BE INSTALLED PER
LOCAL CODES AND NATIONAL ELECTRICAL CODE
STANDARDS. THIS SHALL INCLUDE THAT ALL
DETECTORS BE HARDWIRED SUCH THAT IF ONE
DETECTOR ALARMS, THEY ALL ALARM
20.THE ACQ OR AC TREATMENT IN PRESSURE TREATED
LUMBER TS CORROSIVE AND PILL IMPACT THE TYPE OF
FASTENERS USED IN THE CONSTRUCTION OF THE
EXTERIOR DECK. THEREFORE, COMPATIBILITY
BETWEEN THE FASTENERS (LE. PLATES, NAILS, BOLTS,
ETC.) AND PRESSURE TREATED LUMBER DESERVES
SPECIAL ATTENTION. HOT DIPPED GALVANIZED OR
STAINLESS STEEL FASTENERS ARE REQUIRED
21.WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY
WITH SECTION 308 OF THE 2020 BUILDING CODE OF NEW
PORK STATE.
22.UNLESS OTHERWISE NOTED, WINDOW & DOOR HEADERS
SHALL BE. FOR OPENINGS <3'0": 2-PLY ZX1O, FOR
- OPENINGS >3'0' BUT <5'0": 3-PLY 2Xf0. ALL HEADERS
SHALL HAVE DOUBLE JACK STUDS,
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j
Saratoga EngineeringDesign, PC �.
- - Residential/Commercial Design Plans
Douglas W. Adams
Professional Engineer&Designer
y
N Cell(518)683-6 {:
n 74 Rolling Hills Drive
Gansevoon,New York 12831 email:samtogaengndesngn(t+,nyeap.rr.con
N N _
w
x -
PETER SH
M _� � EEHAN
o
j"-2" thick stone veneer to be 31 BIRCH ROAD ,
a wrap ed around new sunroom.
LAKE GEORGE, NEW YORK
Match existing style 4 color
r -12845
b -
(845)242-1962
14'-5„t New sunroom 4 pe
ck HOME ADDITION
0
Outside stone veneer
_ N
DRAWN BY: DWA SCALE. AS NOTED DATE: -
DWG. FILE:
d�
• EASTERN
ELEVATION. . EXPOSURE
ELEVATION: EASTERN
EXPOSURE
a
SH
EET 1 OF 4
WHEN THIS ITEM IS STAMPED BY kf�
A LICENSED PROFESSIONAL IV
it ! C1� Ett
ENGINEER, IT IS A VIOLATION OF Vf�
.d THE NEW YORK STATE EDUCATION
{ LAW TITLE VIII ARTICLE 145 o
SECTION 7208 FOR ANY PERSON
UNLESS HE IS UNDER THE O N
DIRECTION OF A LICENSED Q
►� ENGINEER TO ALTER AN ITEM IN
WAY. IF AN ITEM BEARING THE SE C
LM FF[] UL
OF AN ENGINEER IS ALTERED, TH
.. ALTERING ENGINEER SHALL COMPLY
LWITH
AWS.NEW YORK STATE EDUCATION 0
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