HomeMy WebLinkAbout20250872 127 George St Addition ApplicationRevised 01/2021
APPLICATION FOR:
ARCHITECTURAL / HISTORIC REVIEW
APPLICANT(S)* OWNER(S) (If not applicant) ATTORNEY/AGENT
Name
Address
Phone / / /
Email
Identify primary contact person: Applicant Owner Attorney/Agent
* An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question.
Applicant’s interest in premises: Owner Lessee Under option to lease or purchase
PROPERTY INFORMATION
Property Address/Location: Tax Parcel #: . - -
(for example: 165.52 – 4 – 37 )
Current Zoning District: Property use: Residential Non-residential/mixed-use
Type of Review: Architectural Historic Extension/modification (of current approval)
Summary description of proposed action:
Has a previous application been filed with the DRC for this property? No Yes – date(s)? _____________________
-App. No.(s)? _________________
Date Acquired by Owner: _________________
**HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED**
CITY OF SARATOGA SPRINGS
DESIGN REVIEW COMMISSION
CITY HALL - 474 BROADWAY
SARATOGA SPRINGS, NEW YORK 12866-2296
TEL: 518-587-3550 X2533
www.saratoga-springs.org
[FOR OFFICE USE]
_______________
(Application #)
____________
(Date received)
__________________________
(Project Title)
Staff Review _______________
**A “complete” application consists of 1 hard copy (original) , and 1 electronic copy of application & ALL other
materials as required below:
New Construction / Additions
Color photographs showing site/exterior details of existing structures and adjacent properties
A detailed scaled site plan is essential for achieving minimal zoning compliance, depicting both current and planned structures
along with all building projections such as decks, porches, steps, roof overhangs, and chimneys. This site plan must show all
setbacks from property boundaries and any easements, in addition to the dimensional and bulk standards relevant to the zoning
district on 17"x11" sheet.
Elevation drawings showing design of all sides of existing & proposed construction – label dimensions, colors, materials, lighting (fixture
& lamp type, wattage), etc. - include compass bearing & scale; no larger than 2’x3’ sheet – smaller permitted if legible
Floor plans for proposed structure; on sheet no larger than 2’x3’ – smaller permitted if legible
Product literature, specifications and samples of proposed materials and colors
Change in exterior building materials (windows, doors, roof, siding, etc.), or color (in non-residential districts only)
Color photographs showing site/exterior details of existing structures and that illustrate affected features
Elevation drawings showing all sides of existing & proposed construction – label dimensions, colors, materials, lighting (fixture & lamp
type, wattage), etc. - include compass bearing & scale; no larger than 2’x3’ sheet – smaller permitted if legible
Product literature, specifications and samples of proposed materials and colors
Within front yard setbacks in Historic Districts only (Front setbacks: UR-1 & INST-HTR=30’; UR-4=25’; UR-2, UR-3 & NCUD-1=10’)
-Installation, removal or change in material of drive- and walkways
-Installation or removal of architectural, sculptural or vegetative screening over 3’ in height
-Installation of accessory utility structures or radio/satellite transmission/reception devices (more than 2’ diameter)
For any of above:
Color photographs showing site/exterior details of existing structures, and of adjacent properties
Site plan showing existing & proposed construction: include property lines & dimensions, required & proposed setbacks & lot
coverage, site features (fences, walks, trees, etc.) street names, compass bearing & scale; no larger than 2’x3’ sheet – smaller
preferred if legible
Product literature, specifications and samples of proposed materials and colors
Signage / Awnings
Color photographs showing site/exterior details of existing structures, and adjacent properties
Plan showing location of proposed sign/awning structure on building/premises: no larger than 11”x17”
Scaled illustration of proposed sign/awning structure and lettering (front view & profile): include all dimensions of structure; type,
dimensions and style of lettering or logo; description of colors, materials, mounting method and hardware
Descriptions, specifications of proposed lighting including fixture & lamp type, wattage, mounting method, and location
Product literature, specifications and samples of proposed materials and colors
Demolition
Color photographs showing site/exterior details of existing structures, and of adjacent properties
Site plan showing existing and any proposed structures - include dimensions, setbacks, street names, compass bearing, and scale
Written description of reasons for demolition and, in addition:
For structures of “architectural/historical significance”, demonstrate “good cause” why structure cannot be preserved
For structures in an architectural district that might be eligible for listing on National Register of Historic Places, or for a
“contributing” structure in a National Register district (contact City staff), provide plans for site development following demolition -
include a timetable and letter of credit for project completion
Telecommunication facilities
Color photographs showing site/existing structures, and of adjacent properties
Site plan showing existing and proposed structures: include dimensions, setbacks, street names, compass bearing, and scale
Scaled illustration of proposed structures: include all dimensions; colors, materials, lighting, mounting details
Consult Article 240-12.22 of the City’s Zoning Ordinance and City staff to ensure compliance with requirements for visual impact
assessment and existing and proposed vegetative screening
Revised 01/2021
Revised 01/2021
INSTRUCTIONS
ARCHITECTURAL / HISTORIC REVIEW APPLICATION
1.ELIGIBILITY: An applicant to the Design Review Commission for Architectural Review or Historic Review
must be the property owner(s) or lessee, or have an option to lease or purchase the property in question.
2.COMPLETE SUBMISSIONS: Applicants are encouraged to work with City staff to ensure that an application is
complete. The DRC will only consider properly completed applications that contain 1 original and 1
digital version of the application and ALL other required materials as indicated on the application.
HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED!!
3.ACTIONS REQUIRING REVIEW:
Architectural Review District Historic Review District
•any exterior changes that require a building permit
•any change in exterior building materials
•a new, or change to an existing, sign or sign structure
•demolition of a structure
Within a non-residential zoning district:
•a change in exterior building color
•installation of an awning
•Installation or exterior change to a structure requiring a
building or demolition permit
•any material change to exterior of a structure including:
-addition or removal of exterior architectural features
-installation, removal or material changes to exterior
building elements such as roof, siding, windows, doors,
porches, etc.
-enclosure or screening or buildings openings such as
windows, doors, porches, etc.
-installation of utility, mechanical or misc. accessory
structures to the exterior of a building such as HVAC
equipment, solar panels, wind turbines, radio/satellite
transmission/reception devices, etc.
Within a front yard setback:
-installation, removal or material changes to drive- or
walkways
-installation or removal of architectural, sculptural or
vegetative screening that exceeds 3’ in height
-installation of accessory utility structures or
radio/satellite transmission/reception devices over 2’ in
diameter
•a change in exterior building color within a non-
residential zoning district
•a new, or change to an existing, sign or awning
•installation of telecommunications facilities
Note – Ordinary maintenance or repair that does not involve a change in material, design or outer appearance
is exempt from Historic or Architectural Review.
CITY OF SARATOGA SPRINGS
DESIGN REVIEW COMMISSION
City Hall - 474 Broadway
Saratoga Springs, New York 12866
Tel: 518-587-3550 x2533
www.saratoga-springs.org
4.DESIGN GUIDELINES:
The Design Review Commission will evaluate whether the proposed action (construction, alteration or
demolition) is compatible with existing structures and surrounding properties using the following criteria:
•Height – consistent with historic form and context of site and surrounding properties
•Scale – relationship of structure and its architectural elements to human size, form, perception
•Proportion – relationship among building elements including front façade, windows, and doors
•Rhythm – pattern resulting from repeating building elements such as door/window openings, columns,
arches, and other façade elements
•Directional Expression – compatibility with horizontal & vertical expression of surrounding structures
•Massing & Open Space – relationship of structure to open space between it and adjoining buildings
•Setback – compatibility with surrounding structures
•Compatibility of the following with surrounding structures/properties:
-Major building elements (storefronts, doors, windows, roof)
-Building materials
-Color – (in non-residential zoning districts only)
5.DECISIONS: The Design Review Commission may approve, approve with conditions, or disapprove an
application. The DRC may impose appropriate conditions and safeguards in connection with its approval
including nature/quality of materials, manner of construction, and design. An applicant may appeal a denied
DRC application on the grounds of hardship.
Application approvals shall expire within 18 months of the filing date unless the project has sufficiently
commenced (i.e. building/demolition permits obtained and construction/alteration begun). Applicants may
request up to 2 extensions if requested before expiration date of prior approval.
6.AGENDA DATE: Check City’s website (www.saratoga-springs.org) for meeting dates. Applications are
placed on an agenda on first-come, first-served basis as determined by the completeness of the application.
7.APPLICATION FEE (NON-REFUNDABLE): Make checks payable to the "Commissioner of Finance”.
REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT.
ADDITIONAL INFORMATION:
More detailed information on Architectural Review, Historic Review and the Design Review Commission
responsibilities may be found in the City’s Zoning Ordinance available in City Hall and on the City’s web site at
http://www.saratoga-springs.org/544/Zoning-Ordinance.
Revised 01/2021
6
E-mail:
amastersfurnrep@gmail.com
Phone: 518-416-5379
C (18x24)
Scale
Project number
Date
Drawn by
Engineer
Paper Size
Stamp
EXPIRES 5/31/2027
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MASTERS, ANDREW
127 GEORGE STREET
SARATOGA SPRINGS, NY
12866
Title Page & Notes
25-03-017
06-16-25
SK
RN
ADDITION /
RENOVATION
-G1
FRAMING NOTES:
1. STRUCTURAL FRAMING MEMBERS SHALL BE SPF #2 OR BETTER UNLESS
OTHERWISE STATED.
2. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO FLOOR JOISTS
ACCORDING TO NAILING SCHEDULE. ROOF AND WALL SHEATHING SHALL BE
NAILED ACCORDING TO NAILING SCHEDULE.
3. SILL PLATES SHALL BE PRESSURE TREATED WOOD OR WOOD OF NATURAL
RESISTANCE TO DECAY.
4. FRAMING MEMBERS SHALL NOT BE CUT OR NOTCHED IN EXCESS TO:
BEARING WALL OR NON BEARING WALL MEMBERS: IRC R602.6.
FLOOR MEMBERS: 2020 RESIDENTIAL CODE OF NYS
5. PROVIDE SOLID BLOCKING FOR FLOOR JOISTS UNDER ALL INTERMEDIATE
BEARING WALLS AND AT ENDS BY FULL DEPTH BLOCKING, PROVIDE BLOCKING
EVERY 8' MAX. OF FLOOR JOIST SPAN.
6. PROVIDE WOOD TRUSSES ABLE TO SUSTAIN THE STATED DESIGN LOADS.
TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR TRUSS DESIGN.
7. ENGINEERED WOOD PRODUCTS TO BE INSTALLED PER MANUFACTURERS
SPECIFICATIONS.
8. ALL WOOD INCLUDING POSTS LOCATED NEARER THAN 18" (12" FOR GIRDERS)
TO EARTH OR LOCATED ON CONCRETE PLACED ON EARTH SHALL BE PRESSURE
TREATED OR WOOD OF NATURAL RESISTANCE TO DECAY.
9. HEADERS ARE TO BE BUILT UP (PER CODE) IN FRAMED WALLS U.N.O.-SUPPORT
EACH HEADER W/ DOUBLE TRIMMER STUDS WHERE OPENINGS ARE 48" WIDE OR
GREATER.
10. FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT
OPENINGS (BOTH VERTICAL AND HORIZONTAL). FIRE BLOCKING SHALL BE
PROVIDED IN THE FOLLOWING LOCATIONS:
A) IN CONCEALED SPACES OF STUD WALLS, INCLUDING FURRED SPACES, AT
CEILING AND FLOOR LEVELS. CONCEALED HORIZONTAL FURRED SPACES SHALL
ALSO BE FIRE BLOCKED AT INTERVALS NOT TO EXCEED 10 FT. BATTS OR
BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIRE BLOCKING.
B) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND
HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE
CEILINGS.
C) IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND
BOTTOM OF THE RUN.
D) AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AND FLOOR
LEVEL, TO RESIST FIRE PASSAGE OF FLAME AND PRODUCTS OR COMBUSTION.
E) FIRE BLOCKING OF CORNICES OR A TWO-FAMILY DWELLING IS REQUIRED
AT THE LINE OF DWELLING UNIT SEPARATION.
11. JOISTS EXCEEDING A NOMINAL 2 X 12 SHALL BE SUPPORTED LATERALLY BY
SOLID BLOCKING, DIAGONAL BRIDGING, OR A CONTINUOUS 1 X 3 STRIP NAILED
ACROSS THE BOTTOM OF JOISTS PERPENDICULAR TO JOISTS AT INTERVALS NOT
EXCEEDING 8 FT.
12. PROVIDE FULL BEARING SUPPORT FOR ALL BEAMS (EX. 4X BEAMS SUPPORTED
BY (2) 2X OR 4X POSTS, 6X/8X BEAMS SUPPORTED BY 6X/8X POST, ETC).
13. HARDWARE IS TO BE "SIMPSON STRONG-TIE" OR EQUAL.
CONSTRUCTION TYPE: V
DESIGN PROVISIONS.
2020 RESIDENTIAL CODE OF NYS
APPENDIX J EXISTING BUILDINGS AND STRUCTURES
DESIGN LOADS:
ROOF...............................................50 PSF (SNOW) 15 PSF (DEAD)
APPLIED SNOW LOAD...................38.5 PSF
ATTIC (W / STORAGE)....................20 PSF
ATTIC (W/O STORAGE)..................10 PSF
CEILING............................................10 PSF (DEAD)
FLOOR (SLEEPING).........................30 PSF (LIVE) 12 PSF (DEAD)
FLOOR (NON-SLEEPING)................40 PSF (LIVE) 12 PSF (DEAD)
STAIRS..............................................40 PSF
HANDRAILS......................................200 LBS (ANY POINT/DIRECTION)
DECKS..............................................40 PSF (LIVE)
EXTERIOR BALCONY......................60 PSF (LIVE)
WIND LOADS:
BASIC WIND SPEED (3 SECOND)
GUST...........................................................115MPH
IMPORTANCE FACTOR
(Iw)...............................................................1.0
HIGHEST POINT OF ROOF
(FT)...............................................................N/A'
TOPOGRAPHIC FACTOR
(Kzt)..............................................................1.0
EGRESS REQUIREMENTS
1. THE SILL HEIGHT SHALL NOT BE MORE THAN 44 INCHES ABOVE
THE FLOOR.
2. ALL GRADE FLOOR EMERGENCY ESCAPE AND RESCUE
OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.0
SQ/FT.
3. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24
INCHES.
4. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES.
THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL
BE 9.0 SQ/FT WITH A MINIMUM HORIZONTAL PROJECTION AND
WIDTH OF 36 INCHES.
5. NET CLEAR OPENING MUST BE 24 INCH MINIMUM HEIGHT & 20
INCH MINIMUM WIDTH. BASEMENT & FIRST FLOOR WINDOWS TO
HAVE 5.0 SQ/FT OF OPENING. HIGHER WINDOWS TO HAVE 5.70
SQ/FT. MAXIMUM HEIGHT OF AN ESCAPE WINDOW IS 44 INCHES
OFF THE FLOOR. EXTERIOR WINDOW WELL TO BE A MINIMUM OF
36 INCHES BY 36 INCHES.
RESIDENTIAL ENERGY STATEMENT
TO THE BEST OF MY KNOWLEDGE, BELIEF, AND
PROFESSIONAL JUDGEMENT THIS STRUCTURE MEETS OR
EXCEEDS THE ENERGY REQUIREMENTS OF THE 2020
ENERGY CONSERVATION CODE OF NYS
GENERAL NOTES:
1. DESIGNED IN ACCORDANCE WITH THE 2020 NYS RESIDENTIAL
BUILDING CODE, DIMENSIONS TO, OF, AND IN EXISTING STRUCTURE
SHALL BE VERIFIED IN FIELD BY CONTRACTOR.
2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER
OF ANY DISCREPANCIES IN DIMENSIONS BETWEEN EXISTING
CONDITIONS AND / OR ARCHITECTURAL DRAWINGS AND THE
STRUCTURAL DRAWINGS.
3. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.
DETAILS SHOWN ARE TYPICAL, SIMILAR DETAILS APPLY TO SIMILAR
CONDITIONS UNLESS NOTED OTHERWISE.
4. DIMENSION AND NOTES THAT INCLUDE THE WORD "TYPICAL" REFER
TO ALL SIMILAR DETAILS UNLESS OTHERWISE STATED.
5. THE NOTES ON THIS DRAWING ARE TYPICAL UNLESS NOTED
OTHERWISE.
6. BRACE BUILDING UNTIL STRUCTURAL ELEMENTS NEEDED FOR
STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS:
ROOF DECK, CONNECTION TO EXISTING BUILDING.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF
THE BUILDING DURING CONSTRUCTION AND SHALL PROVIDE
ADEQUATE SHORING AND BRACING DURING CONSTRUCTION AND
COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS.
8. CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF
PROPOSED DEVIATIONS OR SUBSTITUTIONS FROM DIMENSIONS,
MATERIALS, OR EQUIPMENT SHOWN ON THE DRAWINGS AND MAKE
ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY THE
ENGINEER.
9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS
FOR CONSTRUCTION SAFETY. CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR CONSTRUCTION SAFETY.
10. ALL PLUMBING, HVAC, ELECTRICAL, AND FIRE SYSTEMS ARE BY
OTHERS. LOCATIONS DESIGN AND INSTALLATION OF ALL NOTED
ABOVE ARE TO BE COMPLETED BY LICENSED INDIVIDUALS
ACCORDING TO ALL BUILDING CODE AND THE MANUFACTURERS
PRODUCT INSTALLATION INSTRUCTION.
11. ALL DOORS AND WINDOWS TO BE INSTALLED ACCORDING TO THE
MANUFACTURERS PRODUCT INSTALLATION INSTRUCTION.
12. UNLESS SPECIFIED, ALL ROOM FINISHES, APPLIANCES, FIXTURES,
HARDWARE, TRIM AND ARCHITECTURAL DETAILS ARE TO BE
DETERMINED BY OTHERS AND INSTALLED ACCORDING TO ALL
BUILDING CODES AND THE MANUFACTURERS PRODUCT
INSTALLATION INSTRUCTION.
13. INSTALL 1/2" GYPSUM ON WALLS AND CEILING. INSTALL MOISTURE
RESISTANT GREENBOARD GYPSUM IN ALL BATH, KITCHEN, AND
OTHER WET AREAS.
14. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE STATE
AND LOCAL BUILDING CODE REQUIREMENTS. DETAILS OF
CONSTRUCTION UNLESS NOTED OTHERWISE SHALL BE PER THE
2020 RESIDENTIAL CODE OF NYS
15. CONTRACTOR SHALL PERFORM ALL MISCELLANEOUS REMOVALS,
MODIFICATIONS, CONSTRUCTION AND CLEAN-UP REQUIRED TO
COMPLETE THE GENERAL SCOPE OF THIS PROJECT.
16. NO SITE INSPECTIONS DURING CONSTRUCTION ARE TO BE MADE BY
THIS OFFICE. CONTRACTOR TO BE RESPONSIBLE FOR MATERIALS
AND WORKMANSHIP. SUBSTITUTIONS FOR MATERIALS SPECIFIED
TO BE MADE WITH PERMISSION OF LOCAL BUILDING DEPARTMENT.
17. CONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE WITH ALL
APPLICABLE BUILDING, ELECTRICAL, MECHANICAL, SANITARY AND
ENERGY CONSERVATION CODES, STATE AND / OR LOCAL.
18. CONTRACTOR TO BE RESPONSIBLE FOR CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND
SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE
WORK.
19. THE CONTRACTOR / OWNER SHALL PERFORM EXPLORATORY
EVALUATION TO DETERMINE ACTUAL FIELD CONDITIONS AND
NOTIFY THE ENGINEER OF HIS FINDINGS TO ALLOW FOR DESIGN
CHANGES PRIOR TO ACTUAL FOUNDATION AND CONSTRUCTION. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR / OWNER TO
DEVELOP THE NECESSARY FOUNDATION SOIL TO SUSTAIN THE
DESIGN LOADS AND TO HIRE A SOILS
ENGINEER EXPERT TO INSPECT AND VERIFY SOIL CONDITIONS
PRIOR TO POURING OF FOUNDATIONS. THE CONTRACTOR, BUILDER
OR OWNER SHALL NOTIFY ENGINEER OF ANY UNUSUAL SITE
CONDITIONS WHICH MAY EFFECT THE FOUNDATION, DRAINAGE OR
STRUCTURAL MEMBERS INCLUDING REQUIREMENTS FOR
ADDITIONAL DEPTH OF FOOTINGS, UNSTABLE SOIL CONDITIONS
AND HIGH GROUND WATER TABLE.
GENERAL NOTES CONTINUED:
20. THE CONTRACTOR / OWNER SHALL REQUEST LOCATION
OF ALL UNDERGROUND UTILITIES PRIOR TO ANY DIGGING.
21. THE CONTRACTOR SHALL INDEMNIFY THE OWNER AND HIS
AGENTS THROUGH ADEQUATE INSURANCE COVERAGE
AGAINST ANY CLAIMS ARISING FROM INJURIES DURING
CONSTRUCTION, OR FAILURE TO MAINTAIN SAFE
CONDITIONS ON THE CONSTRUCTION SITE.
22. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, OWNER
OR BUILDER OF THIS STRUCTURE TO NOTIFY THE ENGINEER
OF ANY DEVIATION FROM THESE DRAWINGS.
23. THESE PLANS COMPLY WITH ALL THE CODES, PROVISIONS
AND INTENT OF THE NEW YORK STATE ENERGY
CONSERVATION CONSTRUCTION CODE PURSUANT TO
ARTICLE 2 OF THE ENERGY LAW. LOCAL CODE
REQUIREMENTS SHALL TAKE PRECEDENCE WHERE
DISCREPANCIES OCCUR.
24. ANY ERRORS, OMISSIONS OR DISCREPANCIES IN THESE
PLANS SHALL BE REPORTED IN WRITING TO THE ENGINEER
BEFORE START OF CONSTRUCTION AND SHALL BE THE SOLE
RESPONSIBILITY OF THE OWNER OR CONTRACTOR.
25. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS
DRAWING IS A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW ARTICLE 145, SECTION 7209.
26. HOLD HARMLESS THE ENGINEER, THE CONSTRUCTION
MANAGER, THE OWNER AND THEIR AGENTS LOSS, DAMAGE,
LIABILITY OR ANY EXPENSE ARISING IN ANY MANNER BY THE
INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE
EMPLOYEES, INCLUDING SHALL BE THE STATE SCAFFOLDING
ACT.
27. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR COMPLETED
WORK.
28. CONTRACTOR IS TO FOLLOW ALL MANUFACTURERS PRODUCT
INSTALLATION AND INSTRUCTION.
29. WHENEVER A VALUE OR SIZE IS IN CONFLICT THE MORE
STRINGENT VALUE OR SIZE WILL APPLY.
NAILING SCHEDULE: PER R602.3(1)
TOP PLATE TO STUD (END NAIL)..............................2-16D COMMON
STUD TO SOLE PLATE (END NAIL)............................2-16D COMMON
STUD TO SOLE PLATE (TOE NAIL)............................4-8D COMMON OR 3-16D BOX
DOUBLE TO PLATES...................................................10D BOX @ 12" OC
DBL TOP PLATE LAP SPLICE......................................8-16D COMMON
TOP PLATES LAPS (INTERSECTION)........................3-10D BOX
SOLE PLATE TO JOISTS OR BLOCKING...................16D COMMON @ 16" OC
CEILING JOISTS TO TOP PLATE (TOE-NAIL)............3-8D COMMON
CEILING JOISTS OVER PARTITION...........................4-10D BOX
CEILING JOISTS TO PARALLEL RAFTER..................PER R802.5.1(9)
RAFTER TO TOP PLATE (TOE-NAIL)..........................3-16D BOX
1X BRACE TO STUD/PLATE........................................2-8D COMMON
JOISTS TO SILL PLATE (TOE-NAIL)...........................3-8D COMMON
RAFTER TO RIDGE, HIP OR VALLEY (TOE-NAIL).....4-16D BOX
RAFTER TO RIDGE, HIP OR VALLEY (END-NAIL).....3-16D BOX
RAFTER-TIES TO RAFTER..........................................4-8D BOX
SUBFLOOR TO FLOOR JOISTS..................................6D COMMON @ 6"OC EDGE 12" OC FIELD
WALL SHEATHING TO STUD......................................6D COMMON @ 6" OC EDGE 12" OC FIELD
ROOF SHEATHING TO RAFTER/TRUSS....................8D COMMON @ 6" OC EDGE 12" OC FIELD
ENERGY NOTES:
1. CAULK ALL EXTERIOR TOE PLATES WITH LATEX CAULK.
2. CAULK ALL WIRE AND PIPE HOLES WHERE THEY PENETRATE
ALL UPPER AND LOWER EXTERIOR PLATES.
3. SEAL ALL JOINTS IN HVAC DUCTS w/ LEAKAGE NO MORE
THAN 3%. 3" FIBER MESH TAPE SHOULD BE USED ON ALL
COLLAR TO PLENUM CONNECTIONS AND ALL GAPS THAT
ARE 1/4" OR WIDER. INSULATE DUCTS WITH R-6.5 OR
GREATER.
4. FOAM INSULATE BETWEEN ALL EXTERIOR WINDOW AND
DOOR EDGES AND ROUGH OPENING FRAME. USE NON-
EXPANDING FOAM (W.R. GRACE/ POLY-CELL ONE OR EQUAL).
5. PROVIDE BACK DRAFT DAMPER ON KITCHEN HOOD VENT,
DRYER VENT, AND BATHROOM VENT.
6. INSULATE ALL HOT WATER PIPES. INSTALL WRAP KIT ON
WATER HEATER.
BATHROOM NOTES:
1. THE CENTER LINE OF WATER CLOSET SHALL BE NOT LESS
THAN 15" FROM ADJACENT WALLS / PARTITIONS OR 15"
FROM A TUB. A MINIMUM 21" CLEARANCE IS REQUIRED IN
FRONT OF WATER CLOSETS (PER CODE).
2. SHOWER COMPARTMENTS SHALL HAVE AT LEAST
1,024 SQ. IN. OF FLOOR AREA AND BE OF
SUFFICIENT SIZE TO ENCOMPASS A CIRCLE WITH
DIAMETER NOT LESS THAN 30" (PER CODE).
3. THE WALL AREA ABOVE BUILT-IN TUBS HAVING SHOWER
HEADS AND IN SHOWER COMPARTEMENTS SHALL BE
FINISHED WITH A SMOOTH, HARD, AND NON-ABSORBENT
SURFACE TO A HEIGHT OF NOT LESS THAN 6' ABOVE THE
FLOOR. IF GYPSUM BOARD IS USED AS A BASE OR BACKER
BOARD FOR ADHESIVE APPLICATION OF TILE OR SIMILAR
MATERIAL, IT SHALL BE A TYPE MANUFACTURED FOR THAT
USE (PER CODE).
ATTIC NOTES:
1. ATTIC SPACES HAVING 30" OR GREATER VERTICAL CLEAR
HEIGHT REQUIRE A MINIMUM 22"x30" ATTIC ACCESS (PER
CODE)
2. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES
FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE
UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS
VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING
OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN
OR SNOW. THE NET FREE VENTILATING AREA SHALL BE
1/150 OF THE AREA OF THE SPACE OR 1/300, PROVIDED AT
LEAST 50% AND NOT MORE THAN 80% OF THE REQUIRED
VENTS ARE IN THE UPPER PORTION OF THE AREA AT LEAST
36" ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE
PROVIDED BY EAVE OR CORNICE VENTS OR THE
VENTILATION MAY BE 1/300 IF A 1 PERM VAPOR BARRIER IS
INSTALLED ON THE WARM SIDE OF THE CEILING (PER CODE).
PRESCRIPTIVE METHOD
SARATOGA COUNTY, NY
ENERGY STATEMENT = PRESCRIPTIVE FOR CLIMATE ZONE 5A
FENESTRATION MAXIMUM U-FACTOR = 0.30
CEILING INSULATION = R-49
OR EQUIVALENT U FACTOR 0.026
WOOD FRAME WALL INSULATION = R-20 CAVITY
OR R-13 + R-5 CONTINOUS
OR EQUIVALENT U FACTOR 0.060
FLOOR INSULATION = R-30 OR INSULATION SUFFICIENT TO
FILL FRAMING CAVITY (MIN R-19)
OR EQUIVALENT U FACTOR 0.033
BASEMENT WALL INSULATION = R-15 CONTINUOUS
OR R-19 CAVITY
OR EQUIVALENT U FACTOR 0.050
SLAB INSULATION = R-10 2ft DEPTH
CRAWL SPACE WALL INSULATION = R-15 CONTINUOUS
OR R-19 CAVITY
OR EQUIVALENT U FACTOR 0.055
R VALUE = 1 / U VALUE
U VALUE = 1 / R VALUE
INDEX
-G1 TITLE PAGE & NOTES
-G2 NOTES
-F1 EXISTING & NEW FOUNDATION PLAN
A1 EXISTING & NEW FIRST FLOOR PLAN
A2 EXISTING & NEW 2ND FLOOR PLAN
A3 ELEVATIONS & 3D VIEWS
A4 BUILDING SECTION
A5 BUILDING SECTION
P1 PLOT PLAN
SECOND FLOOR ADDITION / RENOVATION
HOMEOWNER: MASTERS, ANDREW
127 GEORGE STREET
SARATOGA SPRINGS, NY 12866
No
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E-mail:
amastersfurnrep@gmail.com
Phone: 518-416-5379
C (18x24)
Scale
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Engineer
Paper Size
Stamp
EXPIRES 5/31/2027
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MASTERS, ANDREW
127 GEORGE STREET
SARATOGA SPRINGS, NY
12866
Notes
25-03-017
06-16-25
SK
RN
ADDITION /
RENOVATION
-G2
STAIR NOTES:
1. R311.7.1: WIDTH: STAIRWAYS SHALL NOT BE LESS THAN 36" IN
CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL
HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT.
HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" 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
31.5" WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27"
WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES.
EXCEPTION: THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN
ACCORDANCE WITH SECTION R311.7.10.1
2. R311.7.2: HEADROOM: 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.
3. R311.7.5.1: THE MAXIMUM RISER HEIGHT SHALL BE 8-1/4". THE
GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL
NOT EXCEEDED THE SMALLEST BY MORE THAN 3/8". OPEN
RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS
LOCATED MORE THAN 30" AS MEASURED VERTICALLY TO THE
FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A
4" DIAMETER SPHERE.
EXCEPTION 1: THE OPENING BETWEEN ADJACENT TREADS IS
NOT LIMITED ON SPIRAL STAIRWAYS.
EXCEPTION 2: THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL
BE IN ACCORDANCE WITH R311.7.10.1
4. R311.7.5.2: THE MINIMUM TREAD DEPTH SHALL BE 9". THE
GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL
NOT EXCEED THE SMALLEST BY MORE THAN 3/8".
5. R311.7.5.2.1: WINDER TREADS: WINDER TREADS SHALL HAVE A
TREAD DEPTH OF NOT LESS THAN 10" MEASURED BETWEEN
THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF
ADJACENT TREADS AT THE INTERSECTIONS WITH THE
WALKLINE. WINDER TREADS SHALL HAVE A TREAD DEPTH OF
NOT LESS THAN 6" AT ANY POINT WITHIN THE CLEAR WIDTH OF
THE STAIR. THE LARGEST TREAD DEPTH AT THE WALKLINE
SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8".
6. R311.7.5.3: NOSING: THE RADIUS OF CURVATURE AT THE
NOSING SHALL BE NO GREATER THAN 9/16". A NOSING NOT
LESS THAN 3/4" BUT NOT MORE THAN 1-1/4" SHALL BE PROVIDED
ON STAIRWAYS WITH SOLID RISERS. THE GREATEST NOSING
PROJECTION SHALL NOT EXCEED THE SMALLEST BY MORE
THAN 3/8". BEVELING OF NOSING SHALL NOT EXCEED 1/2".
EXCEPTION: A NOSING IS NOT REQUIRED WHERE THE TREAD
DEPTH IS A MINIMUM OF 11".
STAIR NOTES CONTINUED:
1. R311.7.6: LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT
THE TOP AND BOTTOM OF EACH STAIRWAY.
EXCEPTION: A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP
OF AN INTERIOR FLIGHT OF STAIRS, INCLUDING STAIRS IN AN
ENCLOSED GARAGE, PROVIDED A DOOR DOES NOT SWING OVER
THE STAIRS.
EXCEPTION (R11.3.2): A TOP LANDING IS NOT REQUIRED WHERE A
STAIRWAY OF NOT MORE THAN TWO RISERS IS LOCATED ON THE
EXTERIOR SIDE OF A DOOR, PROVIDED THAT THE DOOR DOES NOT
SWING OVER THE STAIRWAY, FOR OTHER THAN THE REQUIRED
EGRESS DOOR.
2. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE
WIDTH OF THE STAIRWAY SERVED. EVERY LANDING SHALL HAVE A
MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE DIRECTION
OF TRAVEL.
3. R311.7.8: HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT
LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR
FLIGHT OF STAIRS. HAVING 4 OR MORE RISERS.
4. R311.7.8.1: HEIGHT: HANDRAIL HEIGHT, MEASURED VERTICALLY
FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR
FINISHED SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN
34 INCHES AND NOT MORE THAN 38 INCHES.
5. R311.7.8.2: CONTINUITY: HANDRAILS FOR STAIRWAYS SHALL BE
CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A
POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT
DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL
ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS
OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL
HAVE A SPACE OF NOT LESS THAN 1-1/2" BETWEEN THE WALL AND
THE HANDRAILS.
6. R311.7.8.3: GRIP SIZE: REQUIRED HANDRAILS SHALL BE OF TYPE 1
OR TYPE 2 AS SPECIFIED IN THE 2020 RCNYS, OR OF EQUIVALENT
GRASPABILITY.
7. R311.7.9: ILLUMINATION: ALL STAIRS SHALL BE PROVIDED WITH
ILLUMINATION IN ACCORDANCE WITH SECTION R303.7.
8. R311.7.10.1: SPIRAL STAIRWAYS: SPIRAL STAIRWAYS ARE
PERMITTED, PROVIDED THAT THE CLEAR WIDTH AT AND BELOW
THE HANDRAIL IS NOT LESS THAN 26" AND THE WALKLINE RADIUS IS
NOT GREATER THAN 24-1/2". EACH TREAD SHALL HAVE A DEPTH OF
NOT LESS THAN 6-3/4" AT THE WALKLINE. ALL TREADS SHALL BE
IDENTICAL, AND THE RISE SHALL BE NOR MORE THAN 9-1/2".
HEADROOM SHALL BE NOT LESS THAN 6'-6".
FOUNDATION NOTES:
1. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF
ANY ORGANIC MATERIALS AND STEPPED AS REQUIRED TO MAINTAIN
THE REQUIRED DEPTH BELOW THE FINAL GRADE.
2. SOIL BEARING PRESSURE ASSUMED TO BE 2000 PSF.
3. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A MINIMUM OF 4"
GRANULAR MATERIAL COMPACTED TO 95%.
4. CONCRETE:
BASEMENT WALLS & FOUNDATIONS NOT EXPOSED TO WEATHER:
3000 PSI
BASEMENT & INTERIOR SLABS ON GRADE: 3000 PSI
BASEMENT WALLS & FOUNDATIONS EXPOSED TO WEATHER: 3000 PSI
GARAGE SLABS: 3500 PSI
5. CONCRETE SIDEWALKS TO HAVE TOOLED JOINTS AT 5' O.C. (MINIMUM)
6. REINFORCED STEEL TO BE A-615 GRADE 60. WELDED MESH WIRE TO
BE A-185.
7. COVER ENTIRE CRAWLSPACE WITH 6 MILL BLACK "VISQUEEN" AND
EXTEND UP FOUNDATION WALLS TO P.T. MUDSILL.
8. PROVIDE A MINIMUM OF 1 SQ. FT OF VENTILATION AREA FOR EACH
150 SF OF CRAWLSPACE AREA. VENTS ARE TO BE CLOSABLE WITH
OPENINGS IN CORROSIVE RESISTANT SCREEN. POST NOTICE RE:
OPENING VENTS ARE FOR ELECTRICAL PANEL.
9. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED
OR PROTECTED WITH #55 ROLL ROOFING.
10. PROVIDE CRAWLSPACE DRAIN AS PER CODE.
11. DAMP PROOF BASEMENT WALL BEFORE BACKFILLING, PROVIDING
A 4" PERFORATED DRAIN TILE BELOW THE TOP OF THE FOOTING.
12. DAY STRENGTH AND NOT BEFORE STRUCTURAL FLOOR FRAMING
(INCLUDING SUB-FLOOR) IS IN PLACE (FRAMING MUST BE FULLY
NAILED AND ANCHORED).
13. CONCRETE SHALL BE AIR ENTRAINED AND SHALL BE PLACED IN
ACCORDANCE WITH ACI 318 LATEST EDITION.
14. FORMS SHALL CONFORM TO THE SHAPE, LINES GRADE AND
DIMENSIONS INDICATED ON THE DRAWINGS. THEY SHALL BE
SUBSTANTIAL AND SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF
MORTAR, AND SHALL NOT DEFLECT UNDER THE WEIGHT OF THE
WET CONCRETE OR CONSTRUCTION LOADS. THEY SHALL BE
PROPERLY BRACED OR TIED TOGETHER SO AS TO MAINTAIN POSITION
AND SHAPE, AND INSURE THE SAFETY OF WORKMEN AND PASSERBY.
15. IF APPLICABLE, CONCRETE POUR FOR THE HOUSE FOUNDATION AND
THE GARAGE FOUNDATION ARE TO BE A CONTINUOUS POUR WHERE
MEET.
16. CONCRETE CONSTRUCTION JOINTS ARE TO BE INSTALLED EVERY
100' MAXIMUM AROUND THE BASEMENT WALL PERIMETER TO AVOID
WALL CRACKS.
PLACING CONCRETE:
1. PLACING CONCRETE BEFORE INITIAL SET HAS OCCURRED, AND IN
NO EVENT AFTER IT HAS CONTAINED ITS WATER CONTENT FOR
MORE THAN ONE HOUR.
2. PLACE ALL CONCRETE ON CLEAN, DAMP SURFACES, FREE FROM
WATER, OR UPON PROPERLY CONSOLIDATED FILLS, BUT NEVER
UPON SOFT MUD, DRY POROUS EARTH, OR FROZEN GROUND.
3. DEPOSIT CONCRETE CONTINUOUSLY AND AS RAPIDLY AS
PRACTICAL UNTIL THE UNIT OF OPERATION IS COMPLETED.
4. CONSOLIDATE ALL CONCRETE BY VIBRATION SO THAT THE
CONCRETE IS THOROUGHLY WORKED AROUND THE
REINFORCEMENT, AROUND IMBEDDED ITEMS, AND INTO CORNERS
OF FORMS, ELIMINATING ALL AIR OR STONE POCKETS WHICH MAY
CAUSE HONEY-COMBING, PITTING, OR PLANES OF WEAKNESS.
5. USE MECHANICAL VIBRATORS WITH A MINIMUM FREQUENCY OF
7,000 REVOLUTIONS PER MINUTE, OPERATED BY COMPETENT
WORKMEN. USE OF VIBRATORS AT MANY POINTS FROM 18 TO 30
INCHES APART FOR A 5 TO 10 SECOND DURATION. KEEP A SPARE
VIBRATOR ON THE JOB DURING ALL CONCRETE PLACING
OPERATIONS.
6. EXERCISE CARE IN PLACEMENT OF CONCRETE FOR SLABS OR
GRADE OVER A VAPOR BARRIER. AVOID PUNCTURING OR TEARING
VAPOR BARRIER DURING TRANSPORTATION AND PLACEMENT.
7. THE PLACING OF CONCRETE SHALL BE CARRIED ON CONTINUOUSLY
BETWEEN CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS. IF
FOR ANY REASON IT SHALL BECOME NECESSARY TO STOP THE
PLACING OF CONCRETE AT PLACES OTHER THAN THOSE INDICATED
ON THE DRAWINGS, SUCH PLACES SHALL HAVE THE APPROVAL OF
THE ENGINEER AND THE MANNER OF MAKING THE JOINT SHALL BE
APPROVED. EXTRA REINFORCING MAY BE REQUIRED IF ADDITIONAL
CONSTRUCTION JOINTS ARE USED.
8. PROVIDE ADEQUATE PROTECTION AGAINST RAIN, SLEET, AND SNOW
BEFORE AND DURING PLACEMENT AND FINISHING OF CONCRETE.
PROVIDE ADEQUATE PROTECTIVE MEASURES TO MAINTAIN THE
TEMPERATURE OF THE CONCRETE AS SPECIFIED.
9. TIE HOLES LEFT BY WITHDRAWAL OF RODS OR THE HOLES LEFT BY
REMOVAL OF END OF TIES SHALL BE FILLED WITH MORTAR. FOR
HOLES PASSING ENTIRELY THROUGHOUT THE WALL, A PLUNGER
TYPE GREASE GUN OR OTHER DEVICE SHALL BE USED TO FORCE
THE MORTAR THROUGH THE WALL STARTING AT THE BACK FACE.
10. ANY CONCRETE WORK NOT FORMED AS SHOWN ON THE PLANS OR
FOR ANY REASON IS OUT OF ALIGNMENT OR LEVEL OR SHOWS A
DEFECTIVE SURFACE SHALL BE CONSIDERED AS NOT CONFORMING
WITH THE INTENT OF THESE SPECIFICATIONS AND SHALL BE
REMOVED FROM THE JOB BY THE CONTRACTOR AT HIS EXPENSE
UNLESS THE ENGINEER GRANTS PERMISSION TO PATCH THE
DEFECTIVE AREA WHICH SHALL BE DONE IN ACCORDANCE
WITH THE FOLLOWING PROCEDURE. PERMISSION TO PATCH ANY
SUCH AREA SHALL NOT BE CONSIDERED A WAIVER OF THE
ENGINEERS RIGHT TO REQUIRE COMPLETE REMOVAL OF THE
DEFECTIVE WORK IF THE PATCHING DOES NOT, IN HIS OPINION,
SATISFACTORILY RESTORE THE QUALITY AND APPEARANCE
OF THE SURFACE.
11. IF APPLICABLE THE COMPRESSIVE STRENGTH OF EXISTING
CONCRETE SLAB (f ' c)=2500 PSI MINIMUM.
12. STEPPED FOOTING TO BE INSTALLED PER SITE REQUIREMENTS.
MINIMUM 24 INCHES DOWN AND 48 INCHES OVER.
STEEL REINFORCEMENT:
1. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM NEW
BILLET STEEL, GRADE 60, DEFORMED BARS, IN ACCORD WITH
STANDARD SPECIFICATIONS ASTM A 15 LATEST EDITION.
2. STEEL REINFORCEMENT SHALL CONSIST OF FURNISHING AND PLACING
BAR STEEL OR STEEL FABRIC REINFORCEMENTS AS SHOWN ON THE
PLANS AND REQUIRED BY THE CONTRACT.
3. REINFORCEMENT IN FLOOR SLABS PLACED ON EARTH THE
REINFORCING SHALL BE SUPPORTED BY MASONRY BLOCKING OF
PROPER HEIGHT TO INSURE THAT THE REINFORCING MATERIAL WILL
BE PLACED IN THE CENTER OF SUCH SLABS.
4. WHERE WIRE MESH IS USED IN FLOOR SLABS, IT SHALL BE 6”BY
6”/ #6 X #6 GAUGE WELDED WIRE. ALL MESH SHALL BE LAPPED A
MINIMUM OF 6 INCHES UNLESS THE PLANS SHOW SPECIFIC SPACING.
5. THE MINIMUM CLEAR SPACING BETWEEN THE EDGE OF THE BARS
AND THE EXTERIOR SURFACE OF ALL POURED CONCRETE SHALL BE
1-1/2 TIMES THE MAXIMUM NOMINAL SIZE OF THE CONCRETE
AGGREGATE. HOWEVER CLEAR SPACING SHALL NOT BE LESS THAN 3”
WHEN THE CONCRETE IS CAST AGAINST EARTH. IF FOR ANY REASON,
REINFORCING STEEL HAS TO BE PLACED CLOSER THAN 1-1/2 INCHES
TO ANY FORM, THE CONTRACTOR SHALL OBTAIN THE ENGINEER'S
APPROVAL OF SUCH PLACEMENT BEFORE THE POUR IS MADE.
GUARDS:
1. R312.1.1 WHERE REQUIRED: GUARDS SHALL BE PROVIDED FOR THOSE
PORTIONS OF OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS,
RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES
(762 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT
ANY POINT WITHIN 36 INCHES (914 MM) HORIZONTALLY TO THE EDGE OF
THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD.
2. R312.1.2 HEIGHT: REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,
INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS
THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE THE
ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS.
EXCEPTIONS: GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT
OF NOT LESS THAN 34 INCHES (864 MM) MEASURED VERTICALLY FROM A LINE
CONNECTING THE NOSINGS. WHERE THE TOP OF THE GUARD SERVES AS A
HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL BE
NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM)
AS MEASURED VERTICALLY FROM A LINE CONNECTING THE NOSINGS.
3. R312.1.3: OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS
FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW
PASSAGE OF A SPHERE 4" IN DIAMETER.
EXCEPTIONS:
a) THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIRS FORMED BY THE
RISER, TREAD AND BOTTOM RAIL OF A GUARD SHALL NOT ALLOW THE
PASSAGE OF A SPHERE 6" IN DIAMETER.
b) GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT
ALLOW PASSAGE OF A SPHERE 4-3/8" IN DIAMETER.
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*ALL DIMENSIONS ARE APPROXIMATE WITHIN REASONABLE INDUSTRY TOLERANCES
UP
FIRST FLOOR
FRAMING:
2x6 @ 22" O.C.
CMU BLOCK
OVER LOWER
FIELDSTONE
BRICK
CHIMNEY
(TYP)
UNKNOWN
CONNECTION:
ASSSUMED
MOTAR OR
SEALANT
LOWER FIELDSTONE
(ACCESS TO CRAWL)
FI
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CMU BLOCK
FULL HGT
2' - 5"2' - 6"
BASEMENT
6'-3" CEILING HGT
FULL HGT
FLOOR JOISTS:
UNKNOWN SIZE,
ASSUMED DIRECTION
CRAWL SPACE
UNKNOWN CEILING HGT
CRAWL
SPACE
FLOOR
JOISTS:
2x8 @
16" O.C.
DECK JOISTS:
PT 2x6 @ 16" O.C.
DROPPED BEAM:
PT (2) 2x8
12" CONCRETE PIER
48" DEPTH, 2" ABOVE
GRADE. * OPTIONAL
STEEL HELICAL PIER
(TYP)
CONCRETE
FND WALL
EXISTING
EX
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EX
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A3
1
A3 2
UP
FIRST FLOOR
FRAMING
EXISTING
BASEMENT
EXISTING
CRAWL SPACE
EXISTING
CRAWL
SPACE
EXISTING
FLOOR
JOISTS
A33
1
A5
1
A4
SOLID BEARING FROM
ABOVE TO T.O. EXISTING
FOUNDATION WALL
EXISTING
DECK JOISTS
EXISTING FLOOR
JOISTS: UNKNOWN
SIZE, ASSUMED
DIRECTION
EXISTING LOWER
FIELDSTONE (ACCESS TO CRAWL)
EX
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EXISTING
EX
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SOLID BEARING FROM
ABOVE TO T.O. EXISTING
FOUNDATION WALL
E-mail:
amastersfurnrep@gmail.com
Phone: 518-416-5379
C (18x24)
Scale
Project number
Date
Drawn by
Engineer
Paper Size
Stamp
EXPIRES 5/31/2027
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A
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B
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N
A
P
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D
3/16" = 1'-0"
6/
1
6
/
2
0
2
5
1
2
:
5
2
:
4
0
P
M
MASTERS, ANDREW
127 GEORGE STREET
SARATOGA SPRINGS, NY
12866
Existing & New Foundation
Plan
25-03-017
06-16-25
SK
RN
ADDITION /
RENOVATION
-F1
3/16" = 1'-0"1 EXISTING FOUNDATION PLAN
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
3/16" = 1'-0"2 EXISTING FOUNDATION PLAN W/ NEW
D
W
RE
F
.
DW
RE
F
.
DW
CL
KITCHEN
8'-2 1/2"
CEILING EXISTING
FLOOR JOISTS
ASSUMED 2x8
EXISTING
FLOOR JOISTS
ASSUMED 2x6
FLOOR JOISTS:
2x8 @ 16" O.C.
RAFTERS:
2x6 @ 16" O.C.
(OPTIONAL
CEILING JOISTS:
2x4 @ 16" O.C.
& SOFFIT
COVERING)
DROPPED BEAM:
(2) 2x8
EXTERIOR REAR ADDITION
WALLS: (TYP)
ASSUMED 2x4 STUDS,
5" TOTAL WALL THICKNESS
SHED ROOF RAFTERS
& CEILING JOISTS
39
"
x
3
4
"
C
S
M
T
44
"
S
I
L
L
EXTERIOR WALLS: (TYP)
ASSUMED 2x4 R.C. STUDS,
5-1/2" TOTAL WALL THICKNESS
INTERIOR WALLS: (TYP)
ASSUMED 2x4 R.C. STUDS,
5" TOTAL WALL THICKNESS
CANTILEVER ABOVE
CHIMNEY
ASSUMED GYP OVER BRICK
BATH
7'-3 5/8"
CEILING
22
"
x
2
2
"
F
I
X
56
"
S
I
L
L
7'-7 1/4" CEILING
BED RM
N/A
DN
28
"
x
8
0
"
9'
-
9
1
/
4
"
2' - 1"4' - 7"
5'
-
1
1
1
/
2
"
MUD
8'-2 1/2"
CEILING
1.5" STEP DN3'
-
1
"
* BUILDER & HOMEOWNER TO COORIDINATE SALVAGING OF MATERIALS, APPLIANCES,
FIXTURES ECT.
EXISTING INSULATION NOT SHOWN (TYP)
*ALL DIMENSIONS ARE APPROXIMATE WITHIN REASONABLE INDUSTRY TOLERANCES
30
"
x
8
0
"
30
"
x
8
0
"
60
"
x
8
0
"
30"x80"
SHELVING
30
"
x
8
0
"
DEMO RAFTERS ONLY
5'
-
9
"
11' - 3"
LINE OF SLOPED CEILING
85.25" HGT WALL
23
"
x
3
3
"
D
H
45
"
S
I
L
L
SHED ROOF OVERHANG
DEMO
1.5"+/-STEP DN
DESIGN INTENT:EXISTING
BATH CEILING TO REMAIN
A3
1
A3 2
CL
EXISTING
KITCHEN EXISTING
FLOOR
JOISTS
EXISTING
FLOOR JOISTS
EXISTING
BATH
EXISTING
BED RM
DN
EX
I
S
T
I
N
G
MU
D
30"x80"
A33
EXISTING
RAFTERS 2ND FLOOR FRAMING:
CONTINUOUS 2x8 @ 16" O.C.
EXISTING
FLOOR
JOISTS
1
A5
1
A4
(2) 2x4 MIN. ALIGN W/
SOLID BEARING FROM
ABOVE
SOLID BLOCK ABOVE
EXISTING WALL DOUBLE
TOP PLATE. REFER TO
SECTION VIEWS
11' - 3"
(3) 2x4 MIN. ALIGN W/
SOLID BEARING FROM
ABOVE
(2) 2x4 MIN. ALIGN W/
SOLID BEARING FROM
ABOVE
12' - 0"
10
'
-
5
3
/
4
"
16
'
-
3
1
/
4
"
E-mail:
amastersfurnrep@gmail.com
Phone: 518-416-5379
C (18x24)
Scale
Project number
Date
Drawn by
Engineer
Paper Size
Stamp
EXPIRES 5/31/2027
CO
M
P
A
N
Y
C
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0
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3/16" = 1'-0"
6/
1
6
/
2
0
2
5
1
2
:
5
2
:
4
1
P
M
MASTERS, ANDREW
127 GEORGE STREET
SARATOGA SPRINGS, NY
12866
Existing & New First Floor
Plan
25-03-017
06-16-25
SK
RN
ADDITION /
RENOVATION
A1
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
3/16" = 1'-0"1 EXISTING FIRST FLOOR PLAN W/ DEMO
3/16" = 1'-0"2 EXISTING FIRST FLOOR PLAN W/ NEW
32"x80"
28"x80"3'
-
6
"
6' - 3"
RAFTERS:
2x12 @ 16" O.C.
CEILING JOISTS:
2x4 @ 16" O.C.
MA
S
T
E
R
BA
T
H
EXISTING INSULATION NOT SHOWN
UNKNOWN
MASTER
CL
5'
-
6
1
/
2
"
6'
-
6
1
/
2
"
CE
I
L
I
N
G
DROPPED BEAM / HDR
COLUMN
STEP DN 6"
LINE OF FIRST
FLOOR BELOW
ROOF SYSTEM
56" KNEE WALL
5' - 0"
56" KNEE WALL
7'-8"
CEILING
(SLOPED)(SLOPED)
20"x32" DH
43" SILL
5' - 5 1/2"
2'
-
9
1
/
4
"
CL
3' - 0"1'
-
6
1
/
2
"
5' - 10 1/2"24"x70"32"x80"
26"x36" DH
36" SILL
ASSUMED GYP
OVER BRICK
ROOF SYSTEM:
ASSUMED 2x4
R.C. RAFTERS
W/ SISTERED 2x6
*ALL DIMENSIONS ARE APPROXIMATE WITHIN REASONABLE INDUSTRY TOLERANCES
* BUILDER & HOMEOWNER TO COORIDINATE SALVAGING OF MATERIALS, APPLIANCES,
FIXTURES ECT.
FIRST FLOOR
SHED ROOF BELOW
DEMO ROOF ONLY
DEMO
DEMO DEMO
DEMO
DEMO
DEMO
DEMO
11' - 3"
9'
-
1
0
1
/
4
"
+
/
-
DEMO
EXISTING
MASTER SUITE
7'-2" CEILING
A3
1
A3 2
EXISTING
RAFTERS
EX
I
S
T
I
N
G
MA
S
T
E
R
BA
T
H
NEW WIC
7'-9" CEILING HGT
EXISTING
STEP DN 6"
EXISTING ROOF SYSTEM
*NEW DIMENSIONS ARE FACE OF NEW
STUD & / OR FACE OF EXISTING GYPSUM
A33
CO
V
E
R
E
D
CO
F
F
E
E
DE
C
K
32"x80" CASED OPENING
HEADER: (2) 2x8 MININFILL IN KIND EXISTING
MASTER
SUITE
7'-2" CEILING
1
A5
DROPPED BEAM:
(2) 2x8 W/ (2) 2x4 SOLID
BEARING EA. END
OR:
OPTIONAL 2x6 @ 16" O.C.
WALL W/ SOLID BLOCKING
IN FLOOR JOISTS BELOW
ROOF RAFTERS:
2x12 @ 16" O.C.
CEILING JOISTS:
2x6 @ 16" O.C.
1
A4
BEAM: PT (2) 2x8
FINISH DET. BY OWNER(S)
BEAM: NON-BEARING:
MATCH ADJACENT BEAM REVEAL
7' - 0"
ALIGN NEW 2ND FLOOR
WALL EXTENTS W/
EXISTING FIRST FLOOR
WALL EXTENTS BELOW
(TYP)
36" HEIGHT GUARD.
STYLE & FINISH
DET. BY OWNER(S)
7' - 11"4' - 1"
12' - 0"
15
'
-
1
0
"
HEADER HEIGHT TO
MATCH ADJACENT
EXISTING MASTER
BATH WINDOW
DECK FLOOR CONSTRUCTION:
-DECKING: COMPOSITE, PT, OR
NATURAL RESISTANCE TO DECAY
-WATERPROOF MEMBRANE
-PT 3/4" PLYWOOD
-FLOOR JOISTS PER PLAN
A
1
SOLID BEARING: (2) 2x6
3' - 11 1/2"3' - 11 1/2"
2' - 3"
10
'
-
1
3
/
4
"
6'
-
1
1
/
2
"
16
'
-
3
1
/
4
"
10
'
-
5
3
/
4
"
11' - 1"
9'
-
8
1
/
4
"
SOLID BEARING: (2) 2x6
SOLID BEARING: (2) 2x4 MIN
* ALL EXTERIOR WALL HEADERS = (2) 2x10 UNLESS NOTED DIFFERENT.
ALL INTERIOR NON-BEARING WALL HEADERS = (2) 2x6 UNLESS NOTED
DIFFERENT
* DOUBLE TRIMMER STUDS REQUIRED FOR OPENINGS 48" OR GREATER
IN EXTERIOR & / OR BEARING WALLS UNLESS NOTED DIFFERENT
NOTE:
SECURE ALL FLUSH BEAM
PLIES TOGETHER W/ (2) ROWS
OF SIMPSON SDS25312 STRUCTURAL
SCREWS @ 24" O.C. STAGGERED
SMOKE DETECTOR W/ BATTERY BACK-UP,
HARDWIRED AND INTERCONNECTED ON SEPARATE
CURCUIT.
S
SMOKE ALARMS SHALL BE INSTALLED IN THE
FOLLOWING LOCATIONS:
IN EACH SLEEPING ROOM. OUTSIDE EACH
SEPARATE SLEEPING AREA IN THE
IMMEDIATE VICINITY OF THE BEDROOMS.
EXTERIOR WALL: (TYP)
-2x6 STUD 16" O.C.
-DOUBLE TOP PLATE
-SINGLE BOTTOM PLATE (PRESSURE
TREATED IF CONTACT W / CONCRETE)
-HDR=(2) 2x10 W / CRIPPLE STUDS
UNLESS NOTED DIFFERENT
-HOUSE WRAP W / SEAMS
OVERLAPPED AND SEALED
-SIDING PER PLAN
-7/16" ZIP-IT OR EQUAL SHEATHING
-OPTIONAL 1/2" GYPSUM WALLS & CEILING
-INSULATION PER PLAN
-FINISH MATERIALS BY OTHERS
* DOUBLE TRIMMER STUDS REQUIRED FOR
OPENINGS 48" OR GREATER IN EXTERIOR
& / OR BEARING WALLS UNLESS NOTED
DIFFERENT
MIN ATTIC ACCESS
22"x30". LOCATION
SHOWN MAY VARYS
HEADER: (2) 2x10
HEADER: (2) 2x6
3' - 10 1/4"
EXISTING ROOF BELOW
POST: PT 6x6 W/ SIMPSON STRONG-TIE POST
BASE ABA66Z OR SIMILAR. ATTACH POST TO
BEAM W/ LPC6Z POST CAPS OR NOTCHED IN
POSTS W/ (2) 1/2"⌀THRU-BOLTS W/ WASHERS.
POST CLADDING FINISH DET. BY OTHERS
RIDGE BEAM:
(1) 1.75"x14" 2.0E LVL
SOLID BEARING @ END: (2) 2x6
SOLID BEARING @ END: (2) 2x4 MIN
E-mail:
amastersfurnrep@gmail.com
Phone: 518-416-5379
C (18x24)
Scale
Project number
Date
Drawn by
Engineer
Paper Size
Stamp
EXPIRES 5/31/2027
CO
M
P
A
N
Y
C
E
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0
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0
0
7
3
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P
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1
2
/
3
/
2
5
WA
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A
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D
3/16" = 1'-0"
6/
1
6
/
2
0
2
5
1
2
:
5
2
:
4
1
P
M
MASTERS, ANDREW
127 GEORGE STREET
SARATOGA SPRINGS, NY
12866
Existing & New Second
Floor Plan
25-03-017
06-16-25
SK
RN
ADDITION /
RENOVATION
A2
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
3/16" = 1'-0"1
EXISTING SECOND FLOOR PLAN W/
DEMO
3/16" = 1'-0"2
EXISTING SECOND FLOOR PLAN W/
NEW
Exterior Door Schedule
Type Mark Count Width Height Description
1 1 2' - 8" 6' - 8" ANDERSEN FWH2968, INSWING PATIO,
FULL LIGHT
Exterior Window Schedule
Type
Mark Count
Rough Opening
Type Manufacturer Model
Glazing
CommentsWidth Height Type
A 1 2' - 2 1/8" 3' - 0 7/8" Window-Double-Hung ANDERSEN TW20210 LOW-E WINDOW GLAZING MIN 24" A.F.F.
WINDOW & DOOR NOTES:
1. MANUFACTURER IS SUBJECT TO CHANGE BY OWNER(S).
ANY CHANGES ARE TO BE EQUIVALENT.
2. MATERIALS & FINISHES TO BE DETERMINED BY OWNER(S)
& MAY VARY FROM SHOWN ON PLANS.
3. GRILL PATTERNS ARE DETERMINED BY OWNER(S)
& MAY VARY FROM SHOWN ON PLANS.
4. ACTIVE PANEL OPEN DIRECTION TO BE DETERMINED BY
OWNER(S) & MAY VARY FROM SHOWN ON PLANS.
5. MIN SILL HEIGHT TO BE 18". IF LESS THAN 18", GLAZING TO
BE TEMPERED.
6. BUILDER TO VERIFY ROUGH OPENING SIZES W/
MANUFACTURER PRIOR TO FRAMING.
7. SECOND FLOOR WINDOWS 24" MIN SILL HEIGHT.
VINYL, WOOD, OR COMPOSITE
SIDING DETERMINED BY OWNER
(TYP)
ASPHALT SHINGLES
DETERMINED BY OWNER(S)
(TYP)
EXISTING (TYP)
NEW (TYP)
6.79 +/-
VINYL, WOOD, OR COMPOSITE
SIDING DETERMINED BY OWNER
(TYP)
EXISTING (TYP)
NEW (TYP)
EXTERIOR ARCHITECTURAL FINISHES, DETAILING,
COLORS, & STYLES ARE TO BE DETERMINED BY
OWNER(S). SHOWN MAY BE SUBJECT TO CHANGE
(TYP)
E-mail:
amastersfurnrep@gmail.com
Phone: 518-416-5379
C (18x24)
Scale
Project number
Date
Drawn by
Engineer
Paper Size
Stamp
EXPIRES 5/31/2027
CO
M
P
A
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Y
C
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As indicated
6/
1
6
/
2
0
2
5
1
2
:
5
2
:
4
3
P
M
MASTERS, ANDREW
127 GEORGE STREET
SARATOGA SPRINGS, NY
12866
Elevations & 3d Views
25-03-017
06-16-25
SK
RN
ADDITION /
RENOVATION
A3
3/16" = 1'-0"2 SIDE ELEVATION A
3/16" = 1'-0"1 REAR ELEVATION
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
1/4" = 1'-0"3 SIDE ELEVATION B
4 3D VIEW 1 5 3D VIEW 2
T.O. Existing
Bedroom First Floor
0' -0"
T.O. New Roof
20' -6 1/8"
T.O. Existing
Basement Slab
-6' -11"
T.O. Existing Grade
-1' -5"
T.O. Existing Master
Suite Wall 2
16' -1"
EXISTING
BATH
EXISTING BED RM
EX
I
S
T
I
N
G
B
A
S
E
M
E
N
T
EX
I
S
T
I
N
G
CR
A
W
L
S
P
A
C
E
UN
K
N
O
W
N
CE
I
L
I
N
G
H
G
T
NEW WIC
EX
I
S
T
I
N
G
M
A
S
T
E
R
S
U
I
T
E
EX
I
S
T
I
N
G
K
I
T
C
H
E
N
8'
-
2
1
/
2
"
6'
-
3
"
(EXISTING BASEMENT
TREADS & RISERS
NOT APPLICABLE TO
JOB SCOPE & NOT
SHOWN)
7'
-
2
"
7'
-
7
1
/
4
"
7'
-
1
0
"
6" O.H.
NEW TO MATCH
15' - 10"
* EXISTING INSULATION NOT SHOWN (TYP)
NEW (TYP)
EXISTING (TYP)7'
-
3
5
/
8
"
DESIGN INTENT:EXISTING BATH
CEILING TO REMAIN
SOLID BLOCK ABOVE EXISTING
DOUBLE TOP PLATE / CEILING
T.O. New WIC Wall
2
16' -2"
T.O. Existing Bath
Floor
-0' -1 3/4"
T.O. Existing Bath
Wall 1
7' -2 3/8"
T.O. Existing
Bedroom Wall 1
7' -8"
T.O. Existing WIC
Second Floor
8' -4"
T.O. Existing Master
Suite Floor
8' -10 1/2"
FLOOR JOISTS PER PLAN
* ANY WOOD EXPOSED TO EXTERIOR ELEMENTS
IS TO BE PRESSURE TREATED, COMPOSITE,
WOOD SPECIES OF NATURAL RESISTANCE TO
DECAY, STAINED, SEALED, PAINTED, OR WRAPPED
W / VINYL OR NON CORROSIVE METAL
EXTERIOR WALL: (TYP)
-2x6 STUD 16" O.C.
-DOUBLE TOP PLATE
-SINGLE BOTTOM PLATE (PRESSURE
TREATED IF CONTACT W / CONCRETE)
-HDR=(2) 2x10 W / CRIPPLE STUDS
UNLESS NOTED DIFFERENT
-HOUSE WRAP W / SEAMS
OVERLAPPED AND SEALED
-SIDING PER PLAN
-7/16" ZIP-IT OR EQUAL SHEATHING
-OPTIONAL 1/2" GYPSUM WALLS & CEILING
-WALL INSULATION R-20
-FINISH MATERIALS BY OTHERS
* DOUBLE TRIMMER STUDS REQUIRED FOR
OPENINGS 48" OR GREATER IN EXTERIOR
& / OR BEARING WALLS UNLESS NOTED
DIFFERENT
SOFFIT / FASCIA: (TYP)
-2x3 NON-CORROSIVE DRIP EDGE
-2x SUB FASCIA BLOCKING BETWEEN
RAFTERS OR TRUSSES PER PLAN
-1x6 FASCIA / RAKE BOARD
WOOD SPECIES BY OTHERS
-ALUMINUM FLASHING OVER FASCIA
BOARD OR ANY EXPOSED WOOD NOT
PRESSURE TREATED OR NATURALLY
RESISTANT TO ROT, INSECTS OR
DECAY TO BE STAINED OR SEALED
-CONTINUOUS VENTED SOFFIT W /
PROPER VENT (NOT REQUIRED IF
CLOSED CELL SPRAY FOAM IS USED)
-OVERHANG DISTANCES PER
ELEVATIONS & / OR SECTIONS
ROOF SYSTEM: (TYP)
-MIN 30 YR ASPHALT SHINGLES OR METAL
DETERMINED BY OTHERS & INSTALLED PER
MANF. SPEC'S
-CONTINUOUS RIDGE VENT (NOT REQUIRED
IF CLOSED CELL SPRAY FOAM IS USED FOR
CEILING INSULATION)
-MIN 15 LB ROOFING FELT
-ICE & WATER BARRIER MIN 48" FROM
EAVE, RAKE & VALLEY.
(IF SLOPE IS < 4/12, ICE & WATER
BARRIER 100% ROOF COVERAGE
OR USE LOW SLOPE ROOF MATERIAL)
-MIN 5/8" OSB OR SIMILAR DECKING IF 24" O.C.
RAFTER OR TRUSS SPACING
-MIN 1/2" OSB OR SIMILAR DECKING IF 16" O.C.
RAFTER OR TRUSS SPACING
-RAFTERS, TRUSSES, PITCHES PER PLAN
W / HURRICANE TIE H2.5 OR SIMILAR
-PROPER VENT PER SOFFIT / FASCIA NOTE
-CEILING INSULATION R-381/2" GYPSUM WALLS
& CEILING (TYP)
3/4" ADVANTECK T&G SUBFLOOR
OR EQUAL. GLUED & SCREWED
DOWN. NO O.S.B. FINISHED
FLOORING DETERMINED BY
OTHERS (TYP)
RAFTER TO WALL CONNECTION:
HURRICANE TIE H2.5 OR SIMILAR (TYP)
CONTINUOUS RIDGE VENT
PERIMETER FLOOR
INSULATION: R-30 (TYP)
NON-CORROSIVE FLASHING
WHERE ROOF MEETS WALL (TYP)
RAFTERS & CEILING JOISTS
PER PLAN
RIDGE BEAM PER PLAN
E-mail:
amastersfurnrep@gmail.com
Phone: 518-416-5379
C (18x24)
Scale
Project number
Date
Drawn by
Engineer
Paper Size
Stamp
EXPIRES 5/31/2027
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D
1/4" = 1'-0"
6/
1
6
/
2
0
2
5
1
2
:
5
2
:
4
3
P
M
MASTERS, ANDREW
127 GEORGE STREET
SARATOGA SPRINGS, NY
12866
Building Section
25-03-017
06-16-25
SK
RN
ADDITION /
RENOVATION
A4
No
.
De
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1/4" = 1'-0"1 Section 1
T.O. New Roof
20' -6 1/8"
T.O. Existing
Basement Slab
-6' -11"
T.O. Existing Grade
-1' -5"
6" O.H.
6" O.H.
3'
-
0
"
7' - 0"
EXISTING ROOF
EXISTING
BATH
EXISTING
CRAWL SPACE
UNKNOWN
CEILING HGT
NEW WIC
42"+/-
PREVIOUS EXTENT
OF EXISTING ROOF /
FASCIA / SOFFIT
NEW ROOF / FASCIA / SOFFIT
TO ALIGN & MATCH EXISTING.
SISTER NEW ROOF RAFTERS
TO EXISTING ROOF RAFTERS
& OVERLAP 24" MIN
7'
-
3
5
/
8
"
7'
-
1
0
"
DESIGN INTENT:
EXTENSION OF EXISTING
SHED ROOF & NEW ROOF
PEAK TO MEET AT SAME
ELEVATION
SOLID BLOCK ABOVE EXISTING DOUBLE
TOP PLATE / CEILING
DESIGN INTENT:EXISTING
BATH CEILING TO REMAIN
SOLID BLOCKING BELOW
WALL ABOVE (TYP)
DECK FLOOR CONSTRUCTION
PER PLAN
NON-CORROSIVE FLASHING
WHERE DECK MEETS WALL
6.79
NEW ROOF SLOPE REQUIRED
TO FACILITATE DESIGN INTENT.
BUILDER TO VERIFY
NON-CORROSIVE FLASHING
WHERE ROOF MEETS WALL
(TYP)
+/-
* EXISTING INSULATION NOT SHOWN (TYP)
T.O. New WIC Wall
2
16' -2"
T.O. Existing Bath
Floor
-0' -1 3/4"
T.O. Existing Bath
Wall 1
7' -2 3/8"
T.O. Existing WIC
Second Floor
8' -4"NEW TO MATCH
NON-CORROSIVE FLASHING
WHERE ROOF MEETS WALL
(TYP)
KICK OUT FLASHING. ENSURE
T.O. NEW ROOF IS BELOW
B.O. EXISTING ROOF SOFFIT &
DOES NOT EXTEND TO OR
CONNECT
CRICKET: ≈7/12 PITCH
FROM EXISTING WALL
TO FACE OF EXISTING
FASCIA. NON-CORROSIVE
FLASHING WHERE MEETS
EXISTING WALL & SOFFIT
CONTINUOUS RIDGE VENT
BEAM PER PLAN
1" PROPER VENT AS REQUIRED.
DO NOT COMPRESS INSULATION
FLOOR JOISTS PER PLAN
RAFTER TO BEAM CONNECTION:
HURRICANE TIE H2.5 OR SIMILAR (TYP)
PERIMETER FLOOR
INSULATION: R-30 (TYP)
RAFTERS & CEILING JOISTS
PER PLAN
REFER TO PREVIOUS SECTION FOR SIMILAR DETAILS
1/2" BEAD BOARD OR
DETERMINED BY OWNER(S)
FLOOR JOIST TO SOLID BLOCKING WALL
CONNECTION: HURRICANE TIE H2.5 OR
SIMILAR (TYP)
SIMPSON STRONG-TIE LSTA30 STRAPS
OVER SOLID BLOCKING @ DOWN
EXISTING WALL STUDS MAX 32" O.C.
SIMPSON STRONG-TIE SLOPEABLE
HANGER: LRU212Z OR SIMILAR
RIDGE BEAM PER PLAN
E-mail:
amastersfurnrep@gmail.com
Phone: 518-416-5379
C (18x24)
Scale
Project number
Date
Drawn by
Engineer
Paper Size
Stamp
EXPIRES 5/31/2027
CO
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P
A
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Y
C
E
R
T
I
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.
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7
3
,
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1
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/
3
/
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5
WA
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:
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A
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B
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N
A
P
P
L
I
E
D
1/4" = 1'-0"
6/
1
6
/
2
0
2
5
1
2
:
5
2
:
4
3
P
M
MASTERS, ANDREW
127 GEORGE STREET
SARATOGA SPRINGS, NY
12866
Building Section
25-03-017
06-16-25
SK
RN
ADDITION /
RENOVATION
A5
No
.
De
s
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1/4" = 1'-0"1 Section 2
NOTE:
THE PLOT PLAN SHOWN IS A CROPPED
VIEW FROM THE ORIGINAL SURVEY THAT WAS
PREPARED BY:
THOMPSON FLEMING LAND SURVEYORS, P.C.
12 LAKE AVENUE SARATOGA SPRINGS, NY 12866
TEL: 518-587-5665
DATED: APRIL 25, 2018
TITLED: MAP OF LANDS OF
ANDREW MASTERS
SITUATE AT
127 GEORGE STREET
CITY OF SARATOGA SPRINGS, SARATOGA COUNTY NY
PROPOSED SECOND
STORY ADDITION
OVER EXISTING FIRST
FLOOR EXTENTS
5' -0" SIDE SETBACK
6" SIDE
O.H.
6" REAR
O.H.
PREVIOUSLY
COMPLETED
ADDITION SHOWN
FOR REFERENCE 7'- 1"+/-17'- 10"+/-
6" ROOF OVERHANG (TYP)
E-mail:
amastersfurnrep@gmail.com
Phone: 518-416-5379
C (18x24)
Scale
Project number
Date
Drawn by
Engineer
Paper Size
Stamp
EXPIRES 5/31/2027
CO
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3
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1
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/
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A
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A
P
P
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I
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D
1" = 20'-0"
6/
1
6
/
2
0
2
5
1
2
:
5
2
:
4
4
P
M
MASTERS, ANDREW
127 GEORGE STREET
SARATOGA SPRINGS, NY
12866
Plot Plan
25-03-017
06-16-25
SK
RN
ADDITION /
RENOVATION
P1
1" = 20'-0"1 PLOT PLAN
No
.
De
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