HomeMy WebLinkAbout20230434 127 George 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
Site plan, drawn to scale, showing existing & proposed construction, property lines & dimensions, required & proposed setbacks & lot
coverage, site features (fences, walks, trees, etc.); on no larger than 2’x3’ sheet – smaller preferred if legible
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
Request for extension of current approval
Identify date of original DRC approval: ______________Current expiration date: ________________ Org. App. No. ____________
Describe why this extension is necessary and whether any significant changes have occurred either on the site or in the neighborhood.
SEQR Environmental Assessment Form
Applicants proposing the following must complete “Part I” of the SEQR Short Environmental Assessment Form (available here:
http://www.dec.ny.gov/docs/permits_ej_operations_pdf/seafpartone.pdf):
-Construction or expansion of a multi-family residential structure (4 units +)
-Construction or expansion (exceeding 4,000 sq. ft. gross floor area) of a principal or accessory non-residential structure
-Telecommunications facility, radio antennae, satellite dishes
-Demolition
Disclosure
Does any City officer, employee or family member thereof have a financial interest (as defined by General Municipal Law
Section 809) in this application?
No Yes - If yes, a statement disclosing the name, residence, nature, and extent of this interest must be filed with this
application.
Certification
I/we, the property owner(s), or purchaser(s)/lessee(s) under contract, of the land in question, hereby request an appearance
before the Design Review Commission.
By the signature(s) attached hereto, I/we certify that the information provided within this application and accompanying
documentation is, to the best of my/our knowledge, true and accurate. I/we further understand that intentionally providing
false or misleading information is grounds for immediate denial of this application.
I/we hereby authorize the members of the Design Review Commission and designated City staff to enter the property
associated with this application for purposes of conducting any necessary site inspections relating to this application.
Furthermore, I/we agree to meet all requirements under Article VII for Historic Review or Article VIII for Architectural
Review of the Zoning Code of the City of Saratoga Springs.
Date:
(applicant signature)
Date:
(applicant signature)
If applicant is not the currently the owner of the property, the current owner must also sign.
Owner Signature: Date:
Owner Signature: Date:
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
Application to City Council FEE
Comprehensive Plan amendment $1,800 + $300/acre
Zoning Ordinance amendment $800 + $300/acre
Planned Unit Development (PUD) amendment $800 + $300/acre
Application to Zoning Board of Appeals
Use Variance $1,400 + $50/app
Area Variance - Residential $350/1st var +$50/app +$150/ea add variance
Area Variance - Non-residential $1000/1st var + $50/app+ $200/ ea add variance
Interpretations $650 + $50/app
Application Fee x 2 + $50/app
Variance extensions 50% of Application fee + $50/app
Application to Design Review Commission
Demolition $500
Residential Structures
Principal $70
Accessory $70
Extension $35
Modification $55
Multi-Family, Comm, Mixed-Use Structures
Sketch $200
Principal $650
Extension $250
Modification $400
Multi-Family, Comm, Mixed-Use Accessory, Signs, Awnings
Principal $150
Extension $100
Modification $150
Application Fee x 2
Application to Planning Board
Special Use Permit $1200 + $50/app
Temporary Use Permit $500
Special Use Permit - extension $400
Special Use Permit - modification $550 + $50/app
Site Plan Review - incl. PUD:
Sketch Plan $400 per sketch
Site Plan Full
Residential $400 + $250/unit
Non-residential $800 + $150/1000 sf
Administrative SPR
Residential $400
Non-residential $800
Extension
Residential $250
Non-residential $350
Subdivision - incl. PUD:
Sketch Plan $400 per sketch
Preliminary Approval
Residential: 1-5 lots $700 + $50/app
Residential: 6-10 lots $1100 + $50/app
Residential: 11-20 lots $1450 + $50/app
Residential: 21+ lots $1800 + $50/app
Residential - extension $350
Final Approval
Residential $1,550 + $200/lot + $50/app
Non- Residential $2,400/lot + $50/app
Final Approval Modification
Residential $400 + $50/app
Non- Residential $800 + $50/app
Final Approval Extension
Residential $250
Non- Residential $350
Other:
Lot Line Adjustment/Subdivision Administrative Action$400
Letter of Credit - modification or extension $400
Letter of Credit - collection up to 1% of LoC
Recreation Fee $2000/lot or unit
Land Disturbance $750 + $35/acre
Watercourse/Wetland Permit $750
SEQRA EIS Review (Draft & Final) TBD
Post Work Application Fee
Post Work Application Fee
OFFICE OF PLANNING AND ECONOMIC DEVELOPMENT FEES - 2023
City of Saratoga Springs
OPED Fees
Page 1 of 1
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E-mail: drewmasters81@gmail.comPhone: 518-416-5379WARNING:IT IS A VIOLATION OF NEW YORK STATEEDUCATION LAW FOR ANY PERSON, UNLESSACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER IN ANYWAY ANY PLANS, SPECIFICATIONS, PLOTS ORREPORTS TO WHICH THE SEAL OF PROFESSIONAL ENGINEER HAS BEEN APPLIED C (18x24)ScaleProject numberDateDrawn byEngineerPaper SizeStamp2/17/2023 11:13:26 AMMASTERS, ANDREW127 GEORGE STREETSARATOGA SPRINGS, NY12866TITLE PAGE & NOTES22-11-06602/17/23SKRNADDITION / RENOVATION--G001FRAMING 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 NYS5. 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: VDESIGN PROVISIONS.2020 RESIDENTIAL CODE OF NYS2020 EXISTING RESIDENTIAL CODE OF NYSDESIGN LOADS:ROOF...............................................50 PSF (SNOW) 15 PSF (DEAD)APPLIED SNOW LOAD...................38.5 PSF (50x.77)ATTIC (W / STORAGE)....................20 PSFATTIC (W/O STORAGE)..................10 PSFCEILING............................................10 PSF (DEAD)FLOOR (SLEEPING).........................30 PSF (LIVE) 12 PSF (DEAD)FLOOR (NON-SLEEPING)................40 PSF (LIVE) 12 PSF (DEAD)STAIRS..............................................40 PSFHANDRAILS......................................200 LBS (ANY POINT/DIRECTION)DECKS..............................................40 PSF (LIVE)EXTERIOR BALCONY......................60 PSF (LIVE)WIND LOADS:BASIC WIND SPEED (3 SECOND)GUST...........................................................115MPHIMPORTANCE FACTOR(Iw)...............................................................1.0HIGHEST POINT OF ROOF(FT)...............................................................N/A'TOPOGRAPHIC FACTOR(Kzt)..............................................................1.0INDEXG001 TITLE PAGE & NOTESG002 NOTES-F1 EXISTING & NEW FOUNDATION -F1.1 FOUNDATION DETAILA1 EXISTING & NEW FIRST FLOORA2 EXISTING & NEW 2ND FLOORA3 ELEVATIONS & 3DA4 BUILDING SECTIONSP1 PLOT PLANADDITION / RENOVATIONEGRESS REQUIREMENTS1. 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 STATEMENTTO THE BEST OF MY KNOWLEDGE, BELIEF, ANDPROFESSIONAL JUDGEMENT THIS STRUCTURE MEETS OREXCEEDS THE ENERGY REQUIREMENTS OF THE 2020ENERGY CONSERVATION CODE OF NYSMASTERS, ANDREW127 GEORGE STREETSARATOGA SPRINGS, NY 12866GENERAL NOTES:1. DESIGNED IN ACCORDANCE WITH THE 2020 NYS RESIDENTIAL BUILDING CODE, 2020 EXISTING RESIDENTIAL CODE OF NYS, 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 NYS15. 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 LOADS DESIGN OF 2 TONS PER SQ/FT 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 COMMONSTUD TO SOLE PLATE (END NAIL)............................2-16D COMMONSTUD TO SOLE PLATE (TOE NAIL)............................4-8D COMMON OR 3-16D BOXDOUBLE TO PLATES...................................................10D BOX @ 12" OCDBL TOP PLATE LAP SPLICE......................................8-16D COMMONTOP PLATES LAPS (INTERSECTION)........................3-10D BOXSOLE PLATE TO JOISTS OR BLOCKING...................16D COMMON @ 16" OCCEILING JOISTS TO TOP PLATE (TOE-NAIL)............3-8D COMMONCEILING JOISTS OVER PARTITION...........................4-10D BOXCEILING JOISTS TO PARALLEL RAFTER..................PER R802.5.1(9)RAFTER TO TOP PLATE (TOE-NAIL)..........................3-16D BOX1X BRACE TO STUD/PLATE........................................2-8D COMMONJOISTS TO SILL PLATE (TOE-NAIL)...........................3-8D COMMONRAFTER TO RIDGE, HIP OR VALLEY (TOE-NAIL).....4-16D BOXRAFTER TO RIDGE, HIP OR VALLEY (END-NAIL).....3-16D BOXRAFTER-TIES TO RAFTER..........................................4-8D BOXSUBFLOOR TO FLOOR JOISTS..................................6D COMMON @ 6"OC EDGE 12" OC FIELDWALL SHEATHING TO STUD......................................6D COMMON @ 6" OC EDGE 12" OC FIELDROOF SHEATHING TO RAFTER/TRUSS....................8D COMMON @ 6" OC EDGE 12" OC FIELDENERGY 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).No.DescriptionDatePRESCRIPTIVE METHODSARATOGA COUNTY, NYENERGY STATEMENT = PRESCRIPTIVE FOR CLIMATE ZONE 5AFENESTRATION MAXIMUM U-FACTOR = 0.30CEILING INSULATION = R-49 OR EQUIVALENT U FACTOR 0.026WOOD FRAME WALL INSULATION = R-20 CAVITY OR R-13 + R-5 CONTINOUS OR EQUIVALENT U FACTOR 0.060FLOOR INSULATION = R-30 OR INSULATION SUFFICIENT TO FILL FRAMING CAVITY (MIN R-19) OR EQUIVALENT U FACTOR 0.033BASEMENT WALL INSULATION = R-15 CONTINUOUS OR R-19 CAVITY OR EQUIVALENT U FACTOR 0.050SLAB INSULATION = R-10 2ft DEPTHCRAWL SPACE WALL INSULATION = R-15 CONTINUOUS OR R-19 CAVITY OR EQUIVALENT U FACTOR 0.055R VALUE = 1 / U VALUEU VALUE = 1 / R VALUE
E-mail: drewmasters81@gmail.comPhone: 518-416-5379WARNING:IT IS A VIOLATION OF NEW YORK STATEEDUCATION LAW FOR ANY PERSON, UNLESSACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER IN ANYWAY ANY PLANS, SPECIFICATIONS, PLOTS ORREPORTS TO WHICH THE SEAL OF PROFESSIONAL ENGINEER HAS BEEN APPLIED C (18x24)ScaleProject numberDateDrawn byEngineerPaper SizeStamp2/17/2023 11:13:26 AMMASTERS, ANDREW127 GEORGE STREETSARATOGA SPRINGS, NY12866NOTES22-11-06602/17/23SKRNADDITION / RENOVATION--G002STAIR 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 R311.7.10.14. 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 2018 IRC, 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".GUARDS:1. 312.1.1; WHERE REQUIRED: GUARDS SHALL BE LOCATED ALONG OPEN SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW.2. R312.1.2: HEIGHT: REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36" IN HEIGHT. EXCEPTIONS: a) GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34". b) 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" AND NOT MORE THAN 38" IN HEIGHT.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.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 2500 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 PSI5. CONCRETE SIDEWALKS TO HAVE TOOLED JOINTS AT 5' O.C. (MINIMUM)6. REINFORCED STEEL TO BE A-615 GRADE 40. 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 COMPRESSIVE STRENGTH SHALL BE 3500 PSI AT 28 DAYS FOR ALL CONCRETE.14. CONCRETE SHALL BE AIR ENTRAINED AND SHALL BE PLACED IN ACCORDANCE WITH ACI 318-11 LATEST EDITION.15. 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.16. IF APPLICABLE, CONCRETE POUR FOR THE HOUSE FOUNDATION AND THE GARAGE FOUNDATION ARE TO BE A CONTINUOUS POUR WHERE MEET.17. 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.No.DescriptionDate
*ALL DIMENSIONS ARE APPROXIMATE WITHIN REASONABLE INDUSTRY TOLERANCESLINE OF CVRDPORCH ABOVE6" STEP UPUPFIRST FLOORFRAMING:2x8 @ 22" O.C.FIRST FLOOR FRAMING:2x6 @ 22" O.C.CMU BLOCKOVER LOWER FIELDSTONEBRICK CHIMNEY (TYP)9' - 10 3/8"11' - 7 3/4"UNKNOWN CONNECTION:ASSSUMED MOTAR ORSEALANT LOWER FIELDSTONE(ACCESS TO CRAWL)FIELDSTONEFIELDSTONECMU BLOCKFULL HGTCMU BLOCKFULL HGTFULL HGT FIELDSTONEFULL HGT FIELDSTONE1/2 HGT CMU BLOCK INSIDEFACE OFFIELDSTONE2' - 5"2' - 6"BASEMENT6'-3" CEILING HGTBASEMENT6'-3" CEILING HGT BASEMENTUNKNOWN CEILING HGT5' - 0 3/4"FULL HGT FLOOR JOISTS:UNKNOWN, NOT APPLICABLE CRAWL SPACEUNKNOWN CEILING HGT10' - 9"3' - 2 7/8"9' - 1 1/4"FIRST FLOOR FRAMINGA31A321A4CRAWL SPACE(MIN 12" HGT)MIN 18"x24" CRAWLSPACE ACCESS(2) PT 2x8 HDR W/ S.S.T.LUS28 OR SIMILAR(36"w x 24"h SHOWN)7' - 6"22' - 0 1/2"2' - 1"SOLID BEARINGFROM ABOVE.3.5" TO BEAR ON NEW FND WALL.REFER TO 3/A1FOR DETAILSEXISTING FULL HGT FIELDSTONEEXISTING FULL HGT FIELDSTONEEQEQEXISTING CMU BLOCK FULL HGTEXISTING CMU BLOCK FULL HGTEXISTING FULL HGTFIELDSTONEEXISTING 1/2 HGT CMU BLOCK INSIDEFACE OF FIELDSTONE2A4FLOOR JOISTS:2x8 @ 16" O.C.NEW FND WALL ELEVATIONTO MATCH EXISTING CMUFND WALL ELEVATIONEXISTING FLOOR JOISTSEXISTING FLOOR JOISTSEXISTING FLOOR JOISTSSOLID BEARINGFROM ABOVEDECK JOISTS: PT 2x6 @ 16" O.C.DROPPED BEAM: PT (2) 2x8LEDGER BOARD:PT 2x6 W/ S.S.T.LUS26 HANGERSOR SIMILAR.ATTACH PER LEDGER DETAIL12" CONCRETE PIER48" DEPTH, 2" ABOVEGRADE. * OPTIONALSTEEL HELICAL PIER(TYP)EXTENTS OF DECK ABOVE1-F1.1Sim0' - 3 1/2"SOLID BEARING FROM ABOVETO BEAR ON EXISTING CMU BLOCK FND. WALL. FILL CORESOLID. CONTACT ENGINEERIF DOES NOT BEAR ON CMUSOLID BEARING FROM ABOVETO BEAR ON EXISTING CMU BLOCK FND. WALL. FILL CORESOLID. CONTACT ENGINEERIF DOES NOT BEAR ON CMUEXTEND BEAM INTOSTRUCTURE TO SUPPORT SOLID BEARING1' - 0"6' - 2 1/4"DO NOT DISTURB ORUNDERMINE EXISTING FOUNDATION800#800#8" 2x8 LEDGER BOARD ATTACHED TO WOOD STRUCTURE W/ 1/2" DIA. x 3-5/8" LEDGERLOK @ 8" O.C. "W" PATTERN. NON-CORROSIVE S.S.T. LUS28 HANGERS OR SIMILAR (TYP) IF ATTACHING TO CONCRETE: PT 2x8 LEDGER BOARD. SECURE W/ 1/2" DIA. CONCRETE EXPANSION ANCHORS @ 8" O.C. SAME PATTERN & HANGERS AS NOTED ABOVE (TYP)E-mail: drewmasters81@gmail.comPhone: 518-416-5379WARNING:IT IS A VIOLATION OF NEW YORK STATEEDUCATION LAW FOR ANY PERSON, UNLESSACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER IN ANYWAY ANY PLANS, SPECIFICATIONS, PLOTS ORREPORTS TO WHICH THE SEAL OF PROFESSIONAL ENGINEER HAS BEEN APPLIED C (18x24)ScaleProject numberDateDrawn byEngineerPaper SizeStampAs indicated2/17/2023 11:13:27 AMMASTERS, ANDREW127 GEORGE STREETSARATOGA SPRINGS, NY12866EXISTING & NEWFOUNDATION22-11-06602/17/23SKRNADDITION / RENOVATION-F13/16" = 1'-0"1EXISTING Foundation3/16" = 1'-0"2NEW FoundationNo.DescriptionDate
CRAWL SPACE1/2" ⌀x 12" ANCHOR BOLTSSET 12" FROM ALL CORNERS,WALLS, OPENINGS, INTERSECTIONS & ANY CHANGE IN HEIGHT &72" O.C. MIN 2" CLEARANCEFROM FACE OF CONCRETE WALL2x6 PRESSURE TREATED SILL PLATE W/ SILL SEAL1 CONTINOUS #4 REBAR SET12" FROM TOP OF FND WALLEXISTING GRADE = -7.5"+/-FROM TOP OF NEW FND. WALL. SLOPE GRADE MIN 6" PER 10' AWAY FROM STRUCTUREBACKFILL OF NON-CLAY TYPE#4 CONTINOUS VERTICALREBAR 48" O.C. MIN 6"EMBEDMENT INTO FOOTING16" x 8" CONTINOUS FOOTING 48" MIN DEPTH OVER VIRGIN SOIL W/(2) CONTINOUS #4 REBAR (HORIZONTAL) SET 2" FROM BOTTOM. (MIN 2500 PSI) EXTERIOR WALL INSULATION:R-15 CONTINOUS RIGID COVERED W/ 1/2" GYPSUMOR:R-15 CONTINOUS BLANKET W/ 6 MIL POLY VAPOR BARRIER BETWEEN CONCRETE & BATT TO PREVENT WICKINGOR R-19 CAVITYRIM JOIST AREA INSULATION:MIN R-19 BATT CAVITY W/ VAPORBARRIER FACING TOWARDHEATED SPACEIF GROUNDWATER ENCOUNTERED:INSTALL 4" PERFORATED PERIMETER DRAIN COVERED W/ 4" #2 GRAVEL. COVER GRAVEL W/ FILTER FABRIC, PITCH DRAIN 1/8" PER FOOT. EXIT TO DAYLIGHT, APPROPRIATE INFILTRATION AREA, OR SUMP AS ALLOWEDUNDISTURBED EARTHFLOOR & WALL SYSTEMS PER PLAN2" CONCRETE "RAT SLAB"-W/ 6x6 W.W.M-BULL FLOAT FINISH ONLY-OVER CRUSHED STONE-OVER 6 MIL POLY VAPOR BARRIER OR:OPTIONAL CRUSHED STONE-OVER 6 MIL POLY1' - 4"0' - 8"0' - 8"4' - 0" MIN8" POURED CONCRETE WALL (MIN 2500 PSI) OR OPTIONAL CMU BLOCK.APPLY DAMP-PROOFING6" MINMATCH EXISTING FND WALL HGTAS SHOWN SEC 1/A42' - 0" (12" MIN)1 CONTINOUS #4 REBAR SETCENTER OF FND WALLE-mail: drewmasters81@gmail.comPhone: 518-416-5379WARNING:IT IS A VIOLATION OF NEW YORK STATEEDUCATION LAW FOR ANY PERSON, UNLESSACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER IN ANYWAY ANY PLANS, SPECIFICATIONS, PLOTS ORREPORTS TO WHICH THE SEAL OF PROFESSIONAL ENGINEER HAS BEEN APPLIED C (18x24)ScaleProject numberDateDrawn byEngineerPaper SizeStamp1" = 1'-0"2/17/2023 11:13:27 AMMASTERS, ANDREW127 GEORGE STREETSARATOGA SPRINGS, NY12866FOUNDATION DETAIL22-11-06602/17/23SKRNADDITION / RENOVATION-F1.1No.DescriptionDate1" = 1'-0"1FOUNDATION WALL DETAIL (CRAWLSPACE)
REF.DWREF.DW*ALL DIMENSIONS ARE APPROXIMATE WITHIN REASONABLE INDUSTRY TOLERANCES.* BUILDER & HOMEOWNER TO COORIDINATE SALVAGING OF MATERIALS, APPLIANCES, FIXTURES ECT.17' - 0"8' - 10"16' - 2"10' - 11"12' - 2"9' - 9 1/4"10' - 8 1/4"11' - 3 1/2"ASSUMED THICKERWALL, UNKNOWNWHY. CAN WE DEMO?0' - 9"EXTERIOR WALLS: (TYP)ASSUMED 2x4 R.C. STUDS,5-1/2" TOTAL WALL THICKNESSINTERIOR WALLS: (TYP)ASSUMED 2x4 R.C. STUDS,5" TOTAL WALL THICKNESS8'-2" CEILING8'-2" CEILING7'-7 1/4" CEILING2" STEP DN3" STEP DN TO DECKLIVING RMCANTILEVER ABOVECANTILEVER ABOVEEXTERIOR REAR ADDITION WALLS: (TYP)ASSUMED 2x4 STUDS,5" TOTAL WALL THICKNESSCHIMNEYKITCHENBED RM N/ACOVERED PORCH N/ADNFLOOR JOISTSNOTE:ASSUMED FLOOR JOIST DIRECTION. SECOND FLOOR FRAMING NOT VISABLE. 2x8 FIRST FLOOR FRAMING BELOW KITCHEN WAS OBSERVED FROM THE BASEMENT. IT HAS BEEN ASSUMED SECOND FLOOR FRAMING IS 2x8 IN SAME DIRECTION. BUILDER TO CONTACT ENGINEER IF DETERMINED TO BE DIFFERENT 2' - 0"2' - 10"7' - 4"ASSUMED GYP OVER BRICKBATH N/AW/DN/A5' - 5"30"x80"36"x80"30" C.O.28"x80"62"x79" C.O.45"x39" FIX41" SILL45"x39" FIX41" SILL39"x34" CSMT 44" SILL35"x28" SLDR 50" SILL22"x22" FIX 56" SILL22"x22" FIX 56" SILL30"x80"DECK14" DN TO GRADEDNDEMODEMODEMODEMODEMODEMODEMODEMO3' - 11"12' - 3 1/2"EXISTING CHAINLINK FENCEEXISTING 2ND FLOOROVERHANG ≈12" PERSURVEY PROVIDEDBY OTHERSDECK EXTENDS TO FENCE2.9' +/-DISTANCE PER SURVEYPROVIDED BY OTHERSROOF JOISTSROOF JOISTSFLOOR JOISTSNOTE:ASSUMED FLOOR JOIST DIRECTION. SECOND FLOOR FRAMING NOT VISABLE. 2x6 FIRST FLOOR FRAMING BELOW BED RM WAS OBSERVED FROM THE BASEMENT. IT HAS BEEN ASSUMED SECOND FLOOR FRAMING IS 2x6 IN SAME DIRECTION. BUILDER TO CONTACT ENGINEER IF DETERMINED TO BE DIFFERENT FLOOR JOISTSNOTE:ASSUMED FLOOR JOIST DIRECTION. SECOND FLOOR FRAMING NOT VISABLE. FIRST FLOOR FRAMING BELOW LIVING RM WAS OBSERVED FROM BASEMENT. IT HAS BEEN ASSUMED SECOND FLOOR FRAMING RUNS IN SAME DIRECTION. BUILDER TO CONTACT ENGINEER IF DETERMINED TO BE DIFFERENT EXISTING INSULATION NOT SHOWN (TYP)= DEMOA31A321A422' - 0 1/2"INFILL IN KIND (TYP)7' - 6"2' - 1"CLPANTRY18 SFMUD50 SFKITCHEN100 SFWOOD BEAM #1 PARTIAL DROPPED BEAM: (3) 1.75" x14" 2.0E LVLREFER TO 3/A130"x80"ANDERSEN FULL LITE 36"x80"R.O. = 3'-0" x 6'-8"POCKET28"x80"BI-FOLD60"x80"5' - 11 1/2"(3) 2x6 SOLID BEARINGISLAND 96"x36"3' - 8"4' - 10 3/4"5' - 8 3/4"1.5" STEP DNFLR ELVS TO MATCH36"FULLHGT CAB 30"36"24"3' - 7"4' - 7"5' - 0"2' - 1"36"CAB ABOVE HOOD ABOVE 18"18"FULLHGT CAB 4' - 6"36"36"(FINAL DESIGN BY OTHERS)EXISTINGFLOOR JOISTSEXISTINGFLOOR JOISTSEXISTINGFLOOR JOISTS2A4POST: PT 6x6 W/ POST BASE(3) 2x4 MIN SOLID BEARING. NAIL ALONG BOTH EDGES@ 8" O.C. ALL PLIES(3) 2x6 SOLID BEARINGOPTIONAL FLUSH STEEL BEAM #2: W8x28. STEEL BEAM DETAILS PG A4FLOOR JOISTS:2x8 @ 16" O.C.RAFTERS: 2x6 @ 16" O.C.(OPTIONAL CEILING JOISTS:2x4 @ 16" O.C.& SOFFIT COVERING)DROPPED BEAM: (2) 2x81 TREAD 9" MIN2 RISER @ 7.75"+/-(8.25" MAX)5' - 5"2' - 1"12' - 9"6' - 0"3' - 3 1/2"3A1HDR = (2) 2x8FLUSH HDR = (2) 2x6ASSUMED NON-BEARING WALL:HDR = (2) 2x6HDR = (2) 2x6HDR = (2) 2x6HDR = (2) 2x6LEDGER BOARD:PT 2x8 W/ S.S.T.LUS28 HANGERSOR SIMILAR.ATTACH PER LEDGER DETAIL15' - 0 1/2"NON BEARING INTERIOR WALLSYSTEM (TYP)-2x4 STUD 16" O.C.-DOUBLE TOP PLATE.-HEADER=(2) 2x6 W/ CRIPPLESTUDS UNLESS NOTED DIFFERENT-1/2" GYPSUM WALLBOARD (MOISTURE RESISTANT WET AREAS)-BASEBOARD & QUARTER ROUNDTRIM PER OWNER'S TASTE.-SINGLE 2x4 BOTTOM PLATE.(3) 2x4 MIN SOLID BEARINGREMOVE EXTERIOR SIDING & SHEATHINGWHERE APPLICABLE AND INSTALL 1/2"GYPSUM (TYP MUD / KITCHEN)COMBINATION SMOKE / CARBON MONOXIDE DETECTOR W/ BATTERY BACK-UP, HARDWIRED AND INTERCONNECTED ON SEPARATE CURCUIT.CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS:WITHIN EACH DWELLING UNIT ON EACH STORYCONTAINING A SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING AREA. MORE THAN ONE CARBON MONOXIDE ALARM SHALL BE PROVIDED WHERE NECESSARY TO ASSURE THAT NO SLEEPING AREA ON A STORY IS MORE THAN 15 FEET AWAY FROM A CARBON MONOXIDE ALARM. ON ANY STORY OF A DWELLING UNIT THAT CONTAINS A CARBON MONOXIDE SOURCE.S/COS/COWINDOW & DOOR NOTES:1. MATERIAL & FINISH DETERMINED BY OTHERS2. REFER TO ELEVATIONS FOR GRILL PATTERNS3. MANUFACTURER SUBJECT TO CHANGEBI-FOLD60"x80"ANDERSEN SPECIALTY WINDOW:TRANSOMR.O. = 2'-2 1/8"x12"hOVERDOUBLE HUNGR.O. = 2'-2 1/8"w x 3'-5"hTOTAL WINDOW R.O.= 2'-2 1/8"w x 4' -5"hMULLEDANDERSEN SPECIALTY WINDOW:TRANSOMR.O. = 2'-2 1/8"x12"hOVERDOUBLE HUNGR.O. = 2'-2 1/8"w x 3'-5"hTOTAL WINDOW R.O.= 2'-2 1/8"w x 4' -5"hMULLED* DOUBLE TRIMMER STUDS REQUIRED FOR OPENINGS 48" OR GREATER IN EXTERIOR & / OR BEARING WALLS UNLESS NOTED DIFFERENTS.S.T. HGUS 5.50/10WOOD BEAM #2PARTIAL DROPPED BEAM: (3) 1.75" x14" 2.0E LVLREFER TO 3/A421 SFEXISTING FirstFloor0' -0"EXISTING T.O. Wall18' -2 1/2"EXISTING SecondFloor8' -10 1/2"LOCATION OF EXISTING2x WALL REMOVEDREMOVE EXISTING GYPSUMAS REQUIRED TO FACILITATE THE INSTALLATION OF NEW BEAM7' - 7 3/4"REMOVE ASSUMED EXISTINGFLOOR BAND JOIST. INSTALL LVL BEAM AS SHOWN FITTEDTIGHTLY TO EXISTING FLOOR JOIST ENDSPARTIAL DROPPED BEAM PER PLANPARTIAL DROPPED BEAM PER PLAN.OFFSET AS SHOWN TO ENSURE3.5" OF SOLID BEARING @ BEAM END BEARS ON NEW FND WALL0' - 3 1/2"LUS28 S.S.T. HANGER OR SIMILARSOLID BLOCKING @ BEAM ENDS (TYP)EXISTING (TYP)S.S.T. HGUS 5.50/10KITCHENMASTER BATHCRAWL SPACEBED RM N/ALIVING RMBASEMENTNEW SECOND FLOORTO MATCHNEW T.O. WALL 1TO MATCHNEW FIRST FLOORTO MATCHA15SimLight and Vent Chart* FOR HABITABLE SPACES INCLUDING THE FOLLOWING: LIVING, SLEEPING, EATING, OR COOKING(NOT APPLICABLE TO BATHROOMS, TOILET ROOMS, CLOSETS, HALLS, STORAGE, OR UTILITY)ROOM TITLEROOM AREA (SQ/FT)REQUIREDLIGHT (.08)REQUIREDVENT (.04)ACTUAL LIGHTACTUALVENTMUD / KIT139.0011.125.5631.62* 4.78* WHERE NATURAL LIGHTING / VENT IS UNABLE TO BE OBTAINED: -PROVIDE MECHANICAL VENTILATION SYSTEM CAPABLE OF PRODUCING 50 CFM MIN. -PROVIDE ARTIFICIAL LIGHT CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES (65 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. (4) 5" TRUSSLOK @ 16" O.C.ALTERNATE DIRECTIONSAS SHOWN.MIN 2" FROM TOP, BOTTOM& SIDE EDGES0' - 2"E-mail: drewmasters81@gmail.comPhone: 518-416-5379WARNING:IT IS A VIOLATION OF NEW YORK STATEEDUCATION LAW FOR ANY PERSON, UNLESSACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER IN ANYWAY ANY PLANS, SPECIFICATIONS, PLOTS ORREPORTS TO WHICH THE SEAL OF PROFESSIONAL ENGINEER HAS BEEN APPLIED C (18x24)ScaleProject numberDateDrawn byEngineerPaper SizeStampAs indicated2/17/2023 11:13:28 AMMASTERS, ANDREW127 GEORGE STREETSARATOGA SPRINGS, NY12866EXISTING & NEW FIRSTFLOOR22-11-06602/17/23SKRNADDITION / RENOVATIONA13/16" = 1'-0"1EXISTING First Floor3/16" = 1'-0"2NEW First FloorNo.DescriptionDate1/4" = 1'-0"3Section 3 BEAM DETAILEXISTING INSULATION NOT SHOWN (TYP)1" = 1'-0"5WOOD BEAM #1
*ALL DIMENSIONS ARE APPROXIMATE WITHIN REASONABLE INDUSTRY TOLERANCES* BUILDER & HOMEOWNER TO COORIDINATE SALVAGING OF MATERIALS, APPLIANCES, FIXTURES ECT.5' - 5 1/2"2' - 9 1/4"12' - 6 3/4"15' - 9"13' - 11 1/2"ASSUMED GYPOVER BRICKUNKNOWNMASTERBED RMMASTER CL N/A5' - 6"7'-2" CEILING6'-6 1/2" CEILING0' - 9"4' - 10"3' - 1 1/2"8' - 4"8' - 10"DROPPED BEAM / HDRCOLUMNCLHALL N/ABATH N/ABED RM N/ASTEP DN 6"LINE OF FIRSTFLOOR BELOWLINE OF CVRDPORCH BELOWROOF SYSTEMROOF SYSTEMROOF SYSTEMNOTE:THE ONLY ATTIC ACCESSWAS LOCATED @ THE FRONT OF STRUCTURE. 2x4 R.C. RAFTERSW/ SISTERED 2x6 WERE OBSERVED. IT HAS BEEN ASSUMED SAME ROOF RAFTERS ARE OVER THE MASTER BED RM3' - 0"1' - 6 1/2"5' - 10 1/2"56" KNEE WALL5' - 0"56" KNEE WALL 7'-8" CEILING7'-2" CEILING(SLOPED)(SLOPED)32"x80"32"x80"24"x70"20"x32" DH43" SILL28"x46" DH24" SILL31"x57" DH10" SILL31"x57" DH10" SILL28"x36" DH29" SILLDEMOEXISTING INSULATION NOT SHOWNA31A321A432"x80"22' - 0 1/2"6' - 3"ANDERSEN DOUBLE HUNGTW20210, LOW-ER.O.= 2'-2 1/8"w x 3'-0 7/8"h2' - 1"DOOR UNDER EXISTING HEADER. REPLACE HEADER IF REQUIRED TO SUIT NEW DOOR HEIGHT. NOTE: LIMITED6.5"+/-CAVITY SPACE, MIN (2) 1.75" x 6.50" 2.0E LVLFLR ELVS TO MATCH72"x25"CUSTOM SHOWERW/ MULTIPLE SHWRHEADS DETERMINEDBY OTHERS5' - 10"FULLHGT CAB 28"x80"Pocket Door11' - 10 1/2"3' - 6"18"FULLHGT CAB 18"0' - 10"6' - 8"WALLS ALIGNW/ BELOWEXISTING ROOF SYSTEMEXISTING ROOF SYSTEMEXISTING ROOF SYSTEMRAFTERS:2x12 @ 16" O.C.CEILING JOISTS:2x4 @ 16" O.C.2' - 10"4' - 8"14' - 8 1/2"7' - 4"2' - 0"MASTERBATH 147 SFHDR = (2) 2x8HDR = (2) 2x6HDR = (2) 2x6REMOVE EXTERIOR SIDING & SHEATHING WHERE APPLICABLE AND INSTALL MOISTURE RESISTANT 1/2"GYPSUM WALLBOARD (TYP BATH)EXISTING INSULATION NOT SHOWNROOM VENTALATION CEILING UNIT(PER OWNER/CONTRACTOR)UNIT MUST HAVE A 3.5 ACPH (MIN)MAY ALSO INSTALL 50 CFM MININTERMITTENT FANVWHERE NATURAL LIGHTING / VENT IS UNABLE TO BE OBTAINED:-PROVIDE MECHANICAL VENTILATION SYSTEM CAPABLE OF PRODUCING 50 CFM MIN.-PROVIDE ARTIFICIAL LIGHT CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES (65 LUX) OVER THE AREA OFTHE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. VANDERSEN DOUBLE HUNGTW20210, LOW-EOPTIONAL FROSTED GLAZINGR.O.= 2'-2 1/8"w x 3'-0 7/8"hVGLAZING MIN 24" A.F.F.GLAZING MIN 24" A.F.F.E-mail: drewmasters81@gmail.comPhone: 518-416-5379WARNING:IT IS A VIOLATION OF NEW YORK STATEEDUCATION LAW FOR ANY PERSON, UNLESSACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER IN ANYWAY ANY PLANS, SPECIFICATIONS, PLOTS ORREPORTS TO WHICH THE SEAL OF PROFESSIONAL ENGINEER HAS BEEN APPLIED C (18x24)ScaleProject numberDateDrawn byEngineerPaper SizeStamp3/16" = 1'-0"2/17/2023 11:13:28 AMMASTERS, ANDREW127 GEORGE STREETSARATOGA SPRINGS, NY12866EXISTING & NEWSECOND FLOOR22-11-06602/17/23SKRNADDITION / RENOVATIONA23/16" = 1'-0"1EXISTING Second Floor3/16" = 1'-0"2NEW Second FloorNo.DescriptionDate
3.50' - 6"VINYL, WOOD, OR COMPOSITE SIDING DETERMINED BY OWNER (TYP)EXTERIOR ARCHITECTURAL DETAILS, COLORS, MATERIALS &STYLES ARE TO BE DETERMINED BY BUILDER & / OR OWNER.SHOWN MAY BE SUBJECT TO CHANGE (TYP)ASPHALT SHINGLES DETERMINED BY OWNER (TYP)NON-CORROSIVE FLASHINGWHERE ROOF MEETS WALL(TYP)+/-NEW ROOF PEAK TO MEET EXISTING ROOF PEAK3.11NON-CORROSIVE FLASHINGWHERE ROOF MEETS WALL(TYP)6" MINIF VENT CLEARANCE < 6" INSTALL NEW VENT, RELOCATE W/ HIGHER SILL ELEVATIONOR INSTALL CONTINOUS RIDGE VENTAPPLICABLE EXISTING ROOFNEW ROOF PEAK TO MEET EXISTING ROOF PEAKE-mail: drewmasters81@gmail.comPhone: 518-416-5379WARNING:IT IS A VIOLATION OF NEW YORK STATEEDUCATION LAW FOR ANY PERSON, UNLESSACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER IN ANYWAY ANY PLANS, SPECIFICATIONS, PLOTS ORREPORTS TO WHICH THE SEAL OF PROFESSIONAL ENGINEER HAS BEEN APPLIED C (18x24)ScaleProject numberDateDrawn byEngineerPaper SizeStamp1/4" = 1'-0"2/17/2023 11:13:30 AMMASTERS, ANDREW127 GEORGE STREETSARATOGA SPRINGS, NY12866ELEVATIONS & 3D22-11-06602/17/23SKRNADDITION / RENOVATIONA31/4" = 1'-0"2SIDE1/4" = 1'-0"1REAR33D VIEW 1No.DescriptionDate
EXISTING FirstFloor0' -0"EXISTING T.O. Wall18' -2 1/2"EXISTING SecondFloor8' -10 1/2"EXISTING T.O. Wall216' -1"6' - 3"8' - 2 1/2"7' - 2 1/2"MAX0' - 6"3.11+/-REMOVE EXISTING GYPSUMAS REQUIRED TO FACILITATE THE INSTALLATION OF NEW BEAMCLIP EXISTING RAFTER TAILS AS REQUIREDKITCHENMASTER BATHMASTERBED RMMIN 8"⌀GABLE END VENT OR CUT 6x6 OPENINGS THROUGH EXISTING ROOF SHEATHING BETWEEN EVERY OTHER RAFTER BAY. DO NOT CUT EXISTING RAFTERS AIRFLOWNEW T.O. WALL 2TO MATCHNEW SECOND FLOORTO MATCHNEW T.O. WALL 1TO MATCHNEW FIRST FLOORTO MATCHTOP OF NEW FND WALLTO MATCH TOP OF EXISTING FND WALLEXISTING(TYP)11+/-BASEMENTCRAWL SPACESOFFIT / 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 * 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 METALEXTERIOR 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 G001-FINISH MATERIALS BY OTHERS* DOUBLE TRIMMER STUDS REQUIRED FOR OPENINGS 48" OR GREATER IN EXTERIOR & / OR BEARING WALLS UNLESS NOTED DIFFERENTROOF SYSTEM: (TYP)-MIN 30 YR ASPHALT SHINGLES OR METAL DETERMINED BY OTHERS & INSTALLED PER MANF. SPEC'S-CONTINUOUS RIDGE VENT -MIN 15 LB ROOFING FELT-LOWER SLOPE ROOF: ICE & WATER BARRIER ENTIRE NEW SPAN-MIN 5/8" OSB OR SIMILAR DECKING-RAFTERS, TRUSSES, PITCHES PER PLAN W / HURRICANE TIE H2.5A OR SIMILAR-INSULATION PER G0013/4" ADVANTECK T&G SUBFLOOROR EQUAL. GLUED & SCREWEDDOWN. NO O.S.B. FINISHEDFLOORING DETERMINED BYOTHERS (TYP)1" PROPER VENT.DO NOT COMPRESS2x SLEEPERS. DIRECT WOOD TO WOOD CONNECTION-F1.11SimFLR JSTS PER PLANFLUSH HDR PER PLANS.S.T. LUS28OR SIMILAR (TYP)FLR JSTS PER PLAN1/2" GYP WALLS& CEILING TYPR-20MIN R-19R-38RAFTERS, CEILING JSTS PER PLANFLUSH BEAM PER PLANNEW ROOF PEAK TO MEET EXISTING ROOF PEAK AS SHOWN PER PLANMOISTURE RESISITANT 1/2" GYPWALLS & CEILING BATH7' - 10"3' - 5"6' - 2"7' - 2 1/2"8' - 2 1/2"S.S.T. LUS28OR SIMILARA43Sim3' - 2"GLAZING MIN 24" A.F.F.2x4 STRUT. (3) NAILS INTOSIDE OF NEW RAFTEREXISTING FirstFloor0' -0"EXISTING T.O. Wall18' -2 1/2"EXISTING SecondFloor8' -10 1/2"4' - 0"8' - 0"0' - 1 1/2"0' - 2"REMOVE OR RELOCATEEXISTING WINDOW IFCONFLICTS W/ NEW WALLDROPPED BEAM PER PLANRAFTERS PER PLANNON-CORROSIVE FLASHINGWHERE ROOF MEETS WALLHEADER PER PLANDECKING PER PLANDECK JOISTS PER PLANDROPPED BEAM PER PLANTREAD / RISERS PER PLANCONCRETE PIER PER PLAN NEW NEW NEWOPTIONAL CEILING JOISTS PER PLANLEDGER BOARD &HANGERS PER PLANLEDGER BOARD &HANGERS PER PLAN3.5FOR SIMILAR DETAILS REFER TO PREVIOUS SECTIONS6' - 9"0' - 6"OPTIONALFLUSH STEEL BEAM #22x SOLID INFILL.THRU BOLT W/ 1/2"⌀BOLTS @16" O.C. ALONGCENTER2x FURRING STRIPS,(THICKNESS AS REQUIRED)@ 16" O.C. (STRUCTURETO STRUCTURE CONNECTION)1/2" GYPSUMCONCEALING STEEL BEAM(4) 5" TRUSSLOK @ 16" O.C.ALTERNATE DIRECTIONSAS SHOWN.MIN 2" FROM TOP, BOTTOM& SIDE EDGES4"x4"x1/4" THICK STEEL ANGLE @ 6" LONG WOOD BEAM #1 PER PLANOPTIONAL FLUSH STEEL BEAM #2 PER PLANOPTIONALFLUSH STEEL BEAM #2 TO WOOD BEAM #1 CONNECTION0' - 6"0' - 4"0' - 2 1/4"0' - 3"EACH STEEL ANGLE TO WOOD BEAM CONNECTION:-(2) 3/4"⌀BOLTS -(2) 13/16" THRU HOLE (TYP)STEEL ANGLES TO STEEL BEAM CONNECTION:-(2) 3/4"⌀BOLTS -(2) 13/16" THRU HOLE (TYP)E-mail: drewmasters81@gmail.comPhone: 518-416-5379WARNING:IT IS A VIOLATION OF NEW YORK STATEEDUCATION LAW FOR ANY PERSON, UNLESSACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER IN ANYWAY ANY PLANS, SPECIFICATIONS, PLOTS ORREPORTS TO WHICH THE SEAL OF PROFESSIONAL ENGINEER HAS BEEN APPLIED C (18x24)ScaleProject numberDateDrawn byEngineerPaper SizeStampAs indicated2/17/2023 11:13:31 AMMASTERS, ANDREW127 GEORGE STREETSARATOGA SPRINGS, NY12866BUILDING SECTIONS22-11-06602/17/23SKRNADDITION / RENOVATIONA4No.DescriptionDate1/4" = 1'-0"1Section 11/4" = 1'-0"2Section 21" = 1'-0"3WOOD BEAM #2
NOTE:THE PLOT PLAN SHOWN IS A CROPPED VIEW FROM THE ORIGINAL SURVEY THAT WASPREPARED BY: THOMPSON FLEMING LAND SURVEYORS, P.C.12 LAKE AVENUE SARATOGA SPRINGS, NY 12866TEL: 518-587-5665DATED: APRIL 25, 2018TITLED: MAP OF LANDS OFANDREW MASTERSSITUATE AT127 GEORGE STREETCITY OF SARATOGA SPRINGS, SARATOGA COUNTY NYPROPOSED 2 STORY ADDITION5' -0" SIDE SETBACK5' - 1 1/2"DEMO WOOD DECK,PATIOAS REQ.6" SIDE O.H.6" REAR O.H.E-mail: drewmasters81@gmail.comPhone: 518-416-5379WARNING:IT IS A VIOLATION OF NEW YORK STATEEDUCATION LAW FOR ANY PERSON, UNLESSACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER IN ANYWAY ANY PLANS, SPECIFICATIONS, PLOTS ORREPORTS TO WHICH THE SEAL OF PROFESSIONAL ENGINEER HAS BEEN APPLIED C (18x24)ScaleProject numberDateDrawn byEngineerPaper SizeStamp1" = 20'-0"2/17/2023 11:13:32 AMMASTERS, ANDREW127 GEORGE STREETSARATOGA SPRINGS, NY12866PLOT PLAN22-11-06602/17/23SKRNADDITION / RENOVATIONP1No.DescriptionDate1" = 20'-0"1PLOT PLAN