HomeMy WebLinkAbout20240662 130 Circular Chabad Center Basement Windows 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
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**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
DE SIGN 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 tIe filinH 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.$GEND$ D$7E: Check City’s website (www.saratoga-springs.org) for meetinH dates "pplications are
placed on an aHenda on first-come, first-serWed Casis as determined CZ tIe completeness of tIe application
7.APPLICATION FEE N0N-3&'6N%"#-&
Make checks payable to the "Commissioner of Finance”
3&'&3 50 5)& $633&N5 '&& 803,4)&&5 *N$-6%&% *N 5)*4 %0$6.&N5
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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PRESCRIPTIVE METHOD SARATOGA COUNTY, NYENERGY STATEMENT = PRESCRIPTIVE FOR CLIMATE ZONE 5AFENESTRATION MAXIMUM U-FACTOR = 0.30CEILING INSULATION = MIN R-38 CONTINUOUS, R-49 WHERE APPLICABLEFLOOR INSULATION = R-30 OR INSULATION SUFFICIENT TO FILL FRAMING CAVITY (R-19 MIN)BASEMENT INSULATION = R-15 CONTINUOUS, R-19 CAVITY, OR R-13 CAVITY PLUS R-5 CONTINUOUSWALL INSULATION = R-20 CAVITY OR R-13 PLUS R-5 CONTINUOUSSLAB INSULATION = R-10 (2 FT DEPTH)CRAWL SPACE INSULATION = R-15 CONTINUOUS, R-19 CAVITY OR R-13 CAVITY PLUS R-5 CONTINUOUSENERGY STATEMENTTO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENTTHIS STRUCTURE MEETS OR EXCEEDS THE ENERGY REQUIREMENTS OF THE2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE.EGRESS REQUIREMENTS:THE SILL HEIGHT SHALL NOT BE MORE THAN 44 INCHES ABOVE THEFLOOR.ALL BASEMENT AND GRADE FLOOR EMERGENCY ESCAPE ANDRESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF5.0 SQ/FT. ALL OTHER EMERGENCY ESCAPE AND RESCUE OPENINGSSHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQ/FT.THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES.THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES.THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE9.0 SQ/FT WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF36 INCHES.FRAMING NOTES:1. STRUCTURAL FRAMING MEMBERS SHALL BE SPF #2 OR BETTER UNLESS NOTEDOTHERWISE.2. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO FLOOR JOISTS ACCORDINGTO NAILING SCHEDULE. ROOF AND WALL SHEATHING SHALL BE NAILED ACCORDINGTO NAILING SCHEDULE.3. SILL PLATES SHALL BE PRESSURE TREATED WOOD OR WOOD OF NATURALRESISTANCE TO DECAY.4. FRAMING MEMBERS SHALL NOT BE CUT OR NOTCHED IN EXCESS PER CODE.5. PROVIDE SOLID BLOCKING FOR FLOOR JOISTS UNDER ALL INTERMEDIATE BEARINGWALLS AND AT ENDS BY FULL DEPTH BLOCKING, PROVIDE BLOCKING EVERY 8' MAX.OF FLOOR JOIST SPAN.6. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR TRUSS DESIGN AND ALLSTATED DESIGN LOADS.7. ENGINEERED WOOD PRODUCTS TO BE INSTALLED PER MANUFACTURERSSPECIFICATIONS.8. ALL WOOD INCLUDING POSTS LOCATED NEARER THAN 18" (12" FOR GIRDERS) TOEARTH OR LOCATED ON CONCRETE PLACED ON EARTH SHALL BE PRESSURETREATED OR WOOD OF NATURAL RESISTANCE TO DECAY.9. HEADERS ARE TO BE BUILT UP (PER CODE) IN FRAMED WALLS U.N.O.-SUPPORTEACH HEADER W/ DOUBLE TRIMMER STUDS WHERE OPENINGS ARE 48" WIDE ORGREATER.10. FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFTOPENINGS (BOTH VERTICAL AND HORIZONTAL). FIRE BLOCKING SHALL BE PROVIDEDIN THE FOLLOWING LOCATIONS:A) IN CONCEALED SPACES OF STUD WALLS, INCLUDING FURRED SPACES, ATCEILING AND FLOOR LEVELS. CONCEALED HORIZONTAL FURRED SPACES SHALL ALSOBE FIRE BLOCKED AT INTERVALS NOT TO EXCEED 10 FT. BATTS OR BLANKETS OFMINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIRE BLOCKING.B) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL ANDHORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVECEILINGS.C) IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP ANDBOTTOM OF THE RUN.D) AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AND FLOORLEVEL, TO RESIST FIRE PASSAGE OF FLAME AND PRODUCTS OR COMBUSTION.E) FIRE BLOCKING OF CORNICES OR A TWO-FAMILY DWELLING IS REQUIRED ATTHE LINE OF DWELLING UNIT SEPARATION.11. JOISTS EXCEEDING A NOMINAL 2 X 12 SHALL BE SUPPORTED LATERALLY BY SOLIDBLOCKING, DIAGONAL BRIDGING, OR A CONTINUOUS 1 X 3 STRIP NAILED ACROSS THEBOTTOM 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.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 TOP 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 FIELDNAILING SCHEDULE: (PER 2020 NYSBC)CONSTRUCTION TYPE: VBDESIGN PROVISIONS...........2020 EXISTING BUILDING CODE OF NEW YORK STATE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATEDESIGN LOADS:ROOF.....................................................................50 PSF (SNOW) 15 PSF (DEAD)ATTIC (W / STORAGE)...................................................................................20 PSFATTIC (W/O STORAGE).................................................................................10 PSFCEILING.............................................................................................10 PSF (DEAD)FLOOR.......................................................................12 PSF (DEAD) 40 PSF (LIVE)PUBLIC SPACES & CORRIDORS..........................12 PSF (DEAD) 100 PSF (LIVE)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............................................................................................................115 MPH IMPORTANCE FACTOR(Iw)..........................................................................................................................1.0 HIGHEST POINT OF ROOF(FT)........................................................................................................................N/A TOPOGRAPHIC FACTOR(Kzt)........................................................................................................................1.0ABBA RUBINBASEMENT EGRESS WINDOW INSTALLATION130 CIRCULAR ST.SARATOGA SPRINGS, NY 12866INDEXG001.......................................................................................................TITLE PAGE AND NOTESA101...................................................................................................EXISTING BASEMENT PLANA102...............................................................................................PROPOSED BASEMENT PLANA103................................................................................................................PROPOSED DETAILALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE STATE AND LOCAL BUILDING CODEREQUIREMENTS. DETAILS OF CONSTRUCTION UNLESS NOTED OTHERWISE SHALL BE PER THE2020 NEW YORK STATE BUILDING CODE.CONTRACTOR SHALL PERFORM ALL MISCELLANEOUS REMOVALS, MODIFICATIONS,CONSTRUCTION AND CLEAN-UP REQUIRED TO COMPLETE THE GENERAL SCOPE OF THISPROJECT.NO SITE INSPECTIONS DURING CONSTRUCTION ARE TO BE MADE BY THIS OFFICE.CONTRACTOR TO BE RESPONSIBLE FOR MATERIALS AND WORKMANSHIP. SUBSTITUTIONS FORMATERIALS SPECIFIED TO BE MADE WITH PERMISSION OF LOCAL BUILDING DEPARTMENT.CONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE BUILDING,ELECTRICAL, MECHANICAL, SANITARY AND ENERGY CONSERVATION CODES, STATE AND / ORLOCAL.CONTRACTOR TO BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,SEQUENCES OR PROCEDURES AND SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONWITH THE WORK.THE CONTRACTOR / OWNER SHALL PERFORM EXPLORATORY EVALUATION TO DETERMINEACTUAL FIELD CONDITIONS AND NOTIFY THE ENGINEER OF HIS FINDINGS TO ALLOW FORDESIGN CHANGES PRIOR TO ACTUAL FOUNDATION AND CONSTRUCTION. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR / OWNER TO DEVELOP THE NECESSARY FOUNDATIONSOIL TO SUSTAIN THE LOADS DESIGN OF 2 TONS PER SQ/FT AND TO HIRE A SOILS ENGINEEREXPERT TO INSPECT AND VERIFY SOIL CONDITIONS PRIOR TO POURING OF FOUNDATIONS. THECONTRACTOR, BUILDER OR OWNER SHALL NOTIFY ENGINEER OF ANY UNUSUAL SITECONDITIONS WHICH MAY EFFECT THE FOUNDATION, DRAINAGE OR STRUCTURAL MEMBERSINCLUDING REQUIREMENTS FOR ADDITIONAL DEPTH OF FOOTINGS, UNSTABLE SOILCONDITIONS AND HIGH GROUND WATER TABLE.THE CONTRACTOR / OWNER SHALL REQUEST LOCATION OF ALL UNDERGROUND UTILITIESPRIOR TO ANY DIGGING.THE CONTRACTOR SHALL INDEMNIFY THE OWNER AND HIS AGENTS THROUGH ADEQUATEINSURANCE COVERAGE AGAINST ANY CLAIMS ARISING FROM INJURIES DURINGCONSTRUCTION, OR FAILURE TO MAINTAIN SAFE CONDITIONS ON THE CONSTRUCTION SITE.IT IS THE RESPONSIBILITY OF THE CONTRACTOR, OWNER OR BUILDER OF THIS STRUCTURE TONOTIFY THE ENGINEER OF ANY DEVIATION FROM THESE DRAWINGS.THESE PLANS COMPLY WITH ALL THE CODES, PROVISIONS AND INTENT OF THE NEW YORKSTATE ENERGY CONSERVATION CONSTRUCTION CODE PURSUANT TO ARTICLE 2 OF THEENERGY LAW. LOCAL CODE REQUIREMENTS SHALL TAKE PRECEDENCE WHEREDISCREPANCIES OCCUR.ANY ERRORS, OMISSIONS OR DISCREPANCIES IN THESE PLANS SHALL BE REPORTED INWRITING TO THE ENGINEER BEFORE START OF CONSTRUCTION AND SHALL BE THE SOLERESPONSIBILITY OF THE OWNER OR CONTRACTOR.UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWYORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209.GENERAL NOTES:DESIGNED IN ACCORDANCE WITH THE 2020 EXISTING BUILDING CODE OF NEW YORK STATE.DIMENSIONS TO, OF, AND IN EXISTING STRUCTURE (IF APPLICABLE) SHALL BE VERIFIED INFIELD BY CONTRACTOR.DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES INDIMENSIONS BETWEEN EXISTING CONDITIONS AND / OR ARCHITECTURAL DRAWINGS AND THESTRUCTURAL DRAWINGS.DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.DETAILS SHOWN ARE TYPICAL, SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESSNOTED OTHERWISE.DIMENSION AND NOTES THAT INCLUDE THE WORD "TYPICAL" REFER TO ALL SIMILAR DETAILSUNLESS OTHERWISE STATED.THE NOTES ON THIS DRAWING ARE TYPICAL UNLESS NOTED OTHERWISE.BRACE BUILDING UNTIL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURINGCONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURINGCONSTRUCTION AND COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS.CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF PROPOSED DEVIATIONS ORSUBSTITUTIONS FROM DIMENSIONS, MATERIALS, OR EQUIPMENT SHOWN ON THE DRAWINGSAND MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY THE ENGINEER.THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.ALL PLUMBING, HVAC, ELECTRICAL, AND FIRE SYSTEMS ARE BY OTHERS. LOCATIONS, DESIGNAND INSTALLATION OF ALL NOTED ABOVE ARE TO BE COMPLETED BY LICENSED INDIVIDUALSACCORDING TO ALL BUILDING CODE AND THE MANUFACTURERS PRODUCT INSTALLATIONINSTRUCTION.ALL DOORS AND WINDOWS TO BE INSTALLED ACCORDING TO THE MANUFACTURERS PRODUCTINSTALLATION INSTRUCTION.COVER SHEET & NOTESWARNING:
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER IN ANY
WAY ANY PLANS, SPECIFICATIONS, PLOTS OR
REPORTS TO WHICH THE SEAL OF PROFESSIONAL
ENGINEER HAS BEEN APPLIED.STAMP:SHEET:PAPER SIZE:C (18"x24")SCALE:FILE:PAGE CONTENT:ENGINEER:DESIGNER:DATE:START DATE: DATE: RECORD OF WORK:
DESCRIPTION:BY:R.N.7/15/24B.C.AS NOTEDABBA RUBIN130 CIRCULAR ST.SARATOGA SPRINGS, NY12866G00117.15.24 REVISION B.C.1
EXISTING HEAT PUMPTO BE MOVED FORINSTALLATION OF NEWEGRESS WINDOWEXIST. WINDOWEXISTING COVEREDPORCH3'-0" x 1'-8"2'-10" x 1'-6"2'-10" x 1'-6"3'-0" x 1'-8"3'-0" x 1'-8"EXISTING ELECTRICAL METERTO BE MOVED FORINSTALLATION OF NEWEGRESS WINDOWHPEMEXISTING WINDOW TOBE REPLACED W/ NEWEGRESS WINDOWEXISTING WINDOW TOBE REPLACED W/ NEWEGRESS WINDOWSTORAGEHALLSTORAGESTORAGESTORAGEMECHANICALBATHROOMHALLSSSSSSEXIST. WINDOWEXIST. WINDOWEXISTING WINDOW TOBE REPLACEDEXISTING BASEMENTPLANWARNING:
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER IN ANY
WAY ANY PLANS, SPECIFICATIONS, PLOTS OR
REPORTS TO WHICH THE SEAL OF PROFESSIONAL
ENGINEER HAS BEEN APPLIED.STAMP:SHEET:PAPER SIZE:C (18"x24")SCALE:FILE:PAGE CONTENT:ENGINEER:DESIGNER:DATE:START DATE: DATE: RECORD OF WORK:
DESCRIPTION:BY:R.N.7/15/24B.C.AS NOTEDABBA RUBIN130 CIRCULAR ST.SARATOGA SPRINGS, NY12866A101EXISTING BASEMENT PLANSCALE: 14" = 1'-0"1A101NORTH17.15.24 REVISION B.C.1
EXIST. WINDOWEXIST. WINDOWNEW ANDERSEN CXW135ESCAPE WINDOWNEW ANDERSENCXW135 ESCAPEWINDOWNEW ROCKWELL ELITE WINDOWWELL: 66" x 44" x 36"HPEMEXACT LOCATIONSOF HEAT PUMP &ELECTRICAL METERSHALL BE V.I.F.NEW ROCKWELL ELITE WINDOWWELL: 66" x 44" x 36"EXIST. WINDOWHALLSTORAGESTORAGESTORAGESTORAGEMECHANICALBATHROOMSSSSSHALLSEXIST. WINDOWEXIST. WINDOWNEW ANDERSENCXW135NEW ROCKWELL ELITEWINDOW WELL: 66" x 44" x 36"PROVIDED IN ORDER TOOPERATE WINDOWPROPOSED BASEMENTPLANWARNING:
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER IN ANY
WAY ANY PLANS, SPECIFICATIONS, PLOTS OR
REPORTS TO WHICH THE SEAL OF PROFESSIONAL
ENGINEER HAS BEEN APPLIED.STAMP:SHEET:PAPER SIZE:C (18"x24")SCALE:FILE:PAGE CONTENT:ENGINEER:DESIGNER:DATE:START DATE: DATE: RECORD OF WORK:
DESCRIPTION:BY:R.N.7/15/24B.C.AS NOTEDABBA RUBIN130 CIRCULAR ST.SARATOGA SPRINGS, NY12866A102PROPOSED BASEMENT PLANSCALE: 14" = 1'-0"1A102NORTH117.15.24 REVISION B.C.AA103AA103
NEW ANDERSEN CXW135EGRESS WINDOWEXIST. FRAMINGNEW (2) 2x8 HDREXIST. FOUNDATION WALL & FTGEXIST. SLAB7'-41 8" ±
3'-413 16"3'-15 16" ±NOTE: ANY CHANGES TO THE WINDOW ORWINDOW WELL MUST BE APPROVED BY THEBUILDING DEPARTMENT PRIOR TO INSTALLATION.NEW ROCKWELL ELITE WINDOWWELL: 66" x 44" x 36"8"GRADE3'-8"3'-0"PROPOSED DETAILWARNING:
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER IN ANY
WAY ANY PLANS, SPECIFICATIONS, PLOTS OR
REPORTS TO WHICH THE SEAL OF PROFESSIONAL
ENGINEER HAS BEEN APPLIED.STAMP:SHEET:PAPER SIZE:C (18"x24")SCALE:FILE:PAGE CONTENT:ENGINEER:DESIGNER:DATE:START DATE: DATE: RECORD OF WORK:
DESCRIPTION:BY:R.N.7/15/24B.C.AS NOTEDABBA RUBIN130 CIRCULAR ST.SARATOGA SPRINGS, NY12866A103EGRESS WINDOW DETAILSCALE: 12" = 1'-0"AA10317.15.24 REVISION B.C.1
Abbreviated Quote Report - Customer Pricing
SOLD BY:SOLD TO:
Curtis Lumber Company, Inc. Ballston
Spa
885 Route 67
Ballston Spa, NY 12020-3689
,
CREATED DATE
5/30/2024
LATEST UPDATE
5/30/2024
OWNER
Jesse Stewart
QUOTE NAME QUOTE NUMBER CUSTOMER PO#
5869869Rubin, Simmy
TRADE ID
ORDER NOTES:DELIVERY NOTES:
PROJECT NAME
Rubin, Simmy
3100
RO Size: 36" x 36"Unit Size: 35 1/2" x 35 1/2"
None Assigned
Item Qty Operation Location Unit Price Ext. Price
$598.42Left
PSC 2' 11 1/2"X2' 11 1/2", Unit, 400 Series Casement, Installation Flange, White Exterior Frame, White Exterior Sash/Panel,
Pine w/White - Painted Interior Frame, Left, Hinge for Widest Clear Opening, Dual Pane Low-E4 Standard Series Argon Fill
Traditional Trim Stop Profile Stainless Glass / Grille Spacer, Traditional Folding, White, White, Full Screen, Aluminum
$1,795.26
Hardware: PSC Traditional Folding White PN:1361560
Insect Screen 1: 400 Series Casement, PSC 35.5 x 35.5 Full Screen Aluminum White
Unit # U-Factor SHGC
----------------------------------------
A1 0.28 0.32
Clear Opening/Unit # Width Height Area (Sq. Ft)
-----------------------------------------------------------------------------------
A1 29.6910 30.6480 6.31920
ENERGY STAR
-------------------
NO
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Quote #:5869869 Print Date:5/30/2024 4:29:27 PM UTC All Images Viewed from Exterior
TOTAL:$1,920.93
TAX:
LABOR:
FREIGHT:
SUB-TOTAL:
$0.00
$0.00
$125.67
$1,795.26
* All graphics as viewed from the exterior. ** Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps
or flashings or sill panning or brackets or fasteners or other items.
Thank you for choosing Andersen Windows & Doors
CUSTOMER SIGNATURE_____________________________________________________________________DATE_______________
Page of2 2
Quote #:5869869 Print Date:5/30/2024 4:29:27 PM UTC All Images Viewed from Exterior