HomeMy WebLinkAbout20210977 Earle Addition and Exterior Modifications Application **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** ir�K
. , 'J CITY OF SARATOGA SPRINGS
(Application#)
•
rf DESIGN REVIEW COMMISSION
CITY HALL-474 BROADWAY
(Date received)
SARATOGA SPRINGS, NEW YORK 12866-2296
� ., TEL: 518-587-3550 X2533
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www.sarafoga-springs.org
(Project Title)
APPLICATION FOR:
ARCHITECTURAL!HISTORIC REVIEW Staff Review
APPLICANT(S)* OWNER(S) (If not applicant) ATTORNEY/AGENT
Name Teakwood Builders/Thad Smith Frances Ray-Earle
Address 75 Church Street 204 Lake Ave
Saratoga Springs, NY 12866 Saratoga Springs, NY 12866
Phone 518-857-5782 / / /
Email tsmith@teakwoodbuilders.com frannie.ray@gmail.com
Identify primary contact person: 17 Applicant 0 Owner 0 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: 0 Owner 0 Lessee 0 Under option to lease or purchase
PROPERTY INFORMATION
204 Lake Ave
Property YAddress/Location:
Tax Parcel #: -
(for example: 165,52—4—37)
Date Acquired by Owner:
09/17/21
Current Zoning District: U R-3 Property use: 0 Residential 0 Non-residential/mixed-use
Type of Review: t]Architectural 0 Historic 0 Extension/modification (of current approval)
Summary description of proposed action:
Single stroy addition at the back of the home, with conversion of an existing 2nd floor porch to a bathroom, and a
reconfigred deck adjoining the single-story addition. All exterior modifications are at the back of the home.
Has a previous application been filed with the DRC for this property? 0 No S Yes—date(s)? January 2020
-App. No.(s)?
Revised 01/2021
"A "complete" application consists of 1 hard copy(original) , and I electronic copy of application &ALL other
materials as required below:
New Construction/Additions
O Color photographs showing site/exterior details of existing structures and adjacent properties
O 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
O 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
O 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-I &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
O 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 I I"x 17"
❑ 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
O 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
Request for extension of current approval
El 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 operationsjdf/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?
IN No 0 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
Revie .-efrh Tonin Code of the Ci of Saratoga Springs.
( / Date: 1 17/?
(applicant signature)
Date:
(applicant signature)
If applicant is not the currently the owner of the property, the current owner must also sign.
_--7-j_ .
Owner Signature: lC1fl )//Z., 4,-eC Date: 7///2—/
V 1
Owner Signature: Date:
Revised 01/2021
�,,-\,cg ' '„- CITY OF SARATOGA SPRINGS
_ii f/
A DESIGN REVIEW COMMISSION
if:it,l City Hall - 474 Broadway
Saratoga Springs, New York 12866
''=°Y -'‘' Tel:518-587-3550 x2533
www.saratoga-springs.org
INSTRUCTIONS
ARCHITECTURAL/ HISTORIC REVIEW APPLICATION
I. 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 • Installation or exterior change to a structure requiring a
• any change in exterior building materials building or demolition permit
• a new, or change to an existing, sign or sign structure • any material change to exterior of a structure including:
• demolition of a structure - addition or removal of exterior architectural features
- installation, removal or material changes to exterior
Within a non-residential zoning district: building elements such as roof, siding, windows, doors,
• a change in exterior building color porches, etc.
• installation of an awning - 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- 1
residential zoning district
1 • a new, or change to an existing, sign or awning
II • 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.
Revised 0112021
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 facade, windows, and doors
• Rhythm — pattern resulting from repeating building elements such as door/window openings, columns,
arches, and other facade 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://wwvv.saratoga-springs.org/544/Zoning-Ordinance.
Revised 01/2021
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DEED REFERENCE: NOTES: KEVIN H. WEED, P.L.S. No. 51,005
CONVEYANCE TO FRANCES C. RAY—EARLE & DAVID BRETT LUDWIG BY 1. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF AN
DEED DATED OCTOBER 3, 2019 AND RECORDED IN THE SARATOGA COUNTY UP TO DATE ABSTRACT OF TITLE AND/OR TITLE REPORT AND
CLERICS OFFICE AS INSTRUMENT NO. 2019028590. MAY BE SUBJECT TO WHATEVER STATEMENT OF FACTS THEY PROPOSED ADDITION PLAN
MAY REVEAL �1
MAP REFERENCES: LANDS OF
2. NO ATTEMPT WAS MADE TO SHOW UNDERGROUND
L MAP ENTITLED "MAP OF PROPERTY OF JUMEL ESTATES" DATED 1881 IMPROVEMENTS IN THE PREPARATION OF THIS SURVEY. FRANCES C. RAY-FABLE &
PREPARED BY LB. CRAMER, C.E. AND RECORDED IN THE SARATOGA 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S
COUNTY CLERICS OFFICE AS MAP NO. E202. EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES DAVID BRETT LUDWIG
2. MAP ENTITLED "LOT LINE ADJUSTMENT BETWLEN LANDS OF DONALD K OF THE SURVEYOR'S ORIGINAL WORK AND OPINION.
LEU AND LANDS OF LAWRENCE & LESLIE BENTON" DATED JULY 30, 2004 4. COPYRIGHT OO 202E BY GILBERT VANGUILDER LAND •
PREPARED BY GILBERT VANGUDDER LAND SURVEYOR, PLLC AND RECORDED SURVEYOR, PLLC. ALL RIGHTS RESERVED. REPRODUCTION OR
IN THE SARATOGA COUNTY CLERICS OFFICE AS MAP NO. L660. COPYING OF THIS DOCUMENT MAY BE A VIOLATION OF CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK
3. MAP ENTITLED "IAT LINE ADJUSTMENT SURVEY BETWEEN THE LANDS OF COPYRIGHT LAW UNLESS PERMISSION OF THE AUTHOR
CODY WOJDYLA AND THE LANDS OF CITY COTTAGE, LLC" DATED APRIL 15, AND/OR COPYRIGHT HOLDER IS OBTAINED. SCALE: 1" = 20' DATE: JUNE 24, 2020
2016 PREPARED BY ALBRECHT & WILLSON LAND SURVEYORS, PLLC AND 5. EXISTING PRINCIPAL BUILDING LOT COVERAGE — 13.5% PROPOSED PRINCIPAL BUILDING LOT COVERAGE — 16.97. TELEPHONE NO.: (518) 383-0634 MAP NO.: 20 - 11 - 70A
RECORDED IN THE SARATOGA COUNTY CLERICS OFFICE AS INSTRUMENT NO. EXISTING ACCESSORY BUILDING LOT COVERAGE — 1.3%
M2418157. EXISTING OTHER IMPERVIOUS SURFACES — 10.7% Gilbert VanGuilder
ZONE UR-3
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS Land Surveyor, PLLC
SURVEY MAP IS A VIOLATION OF SECTION 7209, SUB— MINIMUM REAR YARD SETBACK 25' MAXIMUM PRINCIPAL BUILDING LOT COVERAGE 30%
DIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. FRONT YARD 10' MAXIMUM ACCESSORY BUILDING LOT COVERAGE 10%
ONLY COPIES OF THIS SURVEY MAP BEARING THE LAND MINIMUM SIDE YARD 4' PERCENT TO REMAIN PERMEABLE 25% Professional Land Surveyors
SURVEYOR'S ORIGINAL SIGNATURE AND EMBOSSED SEAL988 Route 146, Clifton Park, New York 12065
SHALL HE CONSIDERED VALID. TOTAL SIDE YARD 12'
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Genera[Notes VIOLATION OFE ION ALTERATION OFA
AbbreviationsADDITION TO THIN PLAN 18A
THE NYS.EDUCATION LAW
1.ALL CONSTRUCTION TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE(ROWS).THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE 7�Design
/(
. (tETHE IS ALLRESPOMSIAPPLICABLE LE T000UPL STATUTES,WITH ALL AWS.RUES ORDNANCES,ATI$. Design Loans Legenc Drawing Index & A nd I
2 THE BUILDER HEWIS SOLELY RESPON53BLE TO COMPLY WITH ALL LAWS.RULES.OflDINANCES.AND13fl0ERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE ORK. e/
3.TICE BUILDER IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES.AND PROCEDURES FOR COORDINATING ALL L Angle I.D. Inside Oiamere1(Dim,)
Load Live Dead Total Unit Source
PORTIONS OF THE WORK. - . - - -- ABOVE @ Al INSUL I0s,naem
4.THE PROFESSICRAL SER VICES OF THE ENGINEER DO NOT EXTEND TO OR INCLUDE THE DESIGN.REVIEW OR ENGINEERING OF ANY PORTION OF THE. 1 -Cover Sheet CL Centerline TNT. Interi01
• BUILDING SITE INCLUDING SUBSURFACE DRAINAGE Assumed substrate capatiry 2000 PSI & C Dia rimer w Round
• BUILDING OR SITE MECHANICAL SYSTEMS -_ BELOW 2-Foundation First Floor Plans (EI ExisMlg J
• ARCHITECTURAL FINISH MATERIALSANDAOR SYSTEMS Back* 130 PCF 3-Second Floor&Framing Plans JAN, Janitor
• SITE OBSERVATION OF THE CONTRACTORS WORK OR PERFORMANCE, A JT. Joint .
THUS.THE ENGINEER(5.NOT RESPONSIBLE AND IS TO BE HELD HARMLESS BY ALL PARTIED FROM ANY CLAIM OR SUIT WHATSOEVER,INCLUDING ALL PAYMENTS BEYOND Q-Exterior Elevations ACOUS,Acoustical E OF 14"../,.
Lower Level 40 50 90 PSF TABLE 8301.5 4 '
OR COSTS INVOLVED ARISING FROM OR ALLEGED TO HAVE ARISEN FHOM WORK OUTSIDE OF THE ENGINEERS SCOPE OF SERVICES. A.D. Area Dram K ��
5-ITIS THE BUILDERS RESPONSIBILITY TO REVIEW ALL DRAWINGS,DIMENSIONING AND DETAILING AND TO ASSESS AND VERIFY MEASUREMENTS OF EXISTING 5-Sections&Details APJ Adjustable
KIT. Kaman 9 ..
CONDITIONS PRIOR TO CONSTRUCTION.NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. Concrete Decks 40 50 90 PSF TABLE 8201.5 AODR. Appregale / / .t
cENrFa Llrl I A. 'A a
6.DRAWINGS NOT TO SE SCALED FROM FOR FIELD WORK PURPOSES. - AL Nu 'ntrlri sC
7.ALL DIMENSIONS SHOWN ARE TO FACE OF STRUCTURAL MEMBER UNLESS OTHERWISE NOTED. APP ApprOFlmale LAM. Laminate
/ �,� w I
B.WHERE THE TERM'TYPICAL'IS USED ON THE DRAWINGS THE ITEMVDETAIL IS TO BE USE DAPPLED AT ALL PRACTICAL INSTANCES THROUGHOUT THE PROJECT. Woad Decks 40 10 50 PSF TABLE R30NS ] ARCH A il1IEAOoal LAO, Lavpipy _'
ENTAIL TM3 LER, Locker •FD ..„61
9.All WINDOWS INTENDED FOR EMERGENCY EGRESS SHALL HAVE A MAX,SILL HEIGHT OF 44'OFF FINISHED FLOOR. AxM ASB Asbestos
10.STAIRS:5114•MAX,RISE,9'MIN,RUN,St4".1-1/4"NOSING.27'MIN.BETWEENHANDRAILS,STAIR RAILINGS TO BE 34".36"A,F.F.,5'-S"MIN.VERTICAL_HEAOROOM AT EUWIVr Balconies 40 10 60 PSF TABLE R301.5 ASPH, Aspull LT, Light
WO
STAIRS.PROVIDE LIGHT IN STAIRCASE. AfBSIOµN•
11_GUARDS SHALL SE PROVIDED WHEN ANY WALKING SURFACE,STAIR,LANDING,OR RAMP IS LOCATED MORE THAN30r FROM GRADE.HEIGHT OF GUARDS TO BE SE B M
•
MIN.,WITH THE EXCEPTION OF A 34"MIN.HEIGHT AT SLOPED PAILS.REQUIRED GUARDS SHALL NOT HAVE AN OPENING GREATER THAN THAT TO ALLOW A d' Floor' 40 10 S0 PSF TABLE R901.5 B0. Board MAX Maximum
SPHERE TEl PASS.ANY OPENING BETWEEN RISERITREAD AND RAIL SHALL NOT ALLOW A 6"SPH TO PASS. BRUIN.BiNmorroos M.C. Metlicine CHEIOIl
12.ALL GARAGE WALLS ANO CEILINGS TO BE COVERED WITH SDE TYPE'A"GYP.BD.ON GARAGE SIDE AND l/2'GYP.BD,.ON HOUSE SIDE. Cei1nga ID 10 PSF TABLE R2OLS SECT10NTM0 SLDG. Building MECH. Machadpal
II DOORS FROM GARAGE TO LIVING AREA SHALL BE METAL INSULATED 45 MIN,^C'LABEL ASSEMBLY WITH SELF CLOSURE. SLK. 5010 MEMS' Mamhtane ONLY COPIES FROM THE
14.FIRE STOPPING SHALL BE PROVIDED AS PER THE RONYS.NOMORE THAN 19.0'0.G.VERTICALLY- BLED. RR',Docking MET.or MET.. Mdaz ORIGINAL PLANS MARKED
I5.ALL FRAMING LUMBER TO BE SPF(s)I2 OF BETTER(Fb=775PS0. Roof(snow}' 50 10 60 ASP FIGURE P30T2(51 BM. beam MFR, Maiwlac[urer WITH THE ENGINEERS
18.ALL STL HARDWARE MOO FASTENERS IN CONTACT WITH MASONRY OR PRESSURE TREATED LUMBER TO SAVE MFR,APPLIED 0-185 ZINC GALVANIZED IMN.I 5/0 Dots.01 MR. Manhole
MIN MlNmum ORIGINAL GREEN SEAL
COATING OR APPROVED EQUAL Wird 115 MPH FIGURE R301214)A AIM ROT eom P MIR Mirror SHALL BE CONSIDERED TO
17.ALL HEADERS TO BE(212010'5 ON EETERK)R WALLS AND 2X4 CRIBSE0 HDR.ON INTERIOR WALLS UNLESS OTHERWISE NOTED, WALL DETAIL T. $.P. Beam Ppcket BE VAUD COPIES
1B.ALL HEADERS IN BEARING WALLS ON OPENINGSH.5 OR GREATER SHALL RE SIJFPOHTED Ole EACH SIDE BYA MINIMUM OF TWO(2)STUD5 THE SIZE OF THE '-Ground snow load,no slope reductionVP
MISC. Miscellaneous
ADJACENT BEARING WALL.(USE SINGLE STUDS FOR OPENINGS UNDER 5'0')- C M.O. Masonry Opening
19.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS AND DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS ABOVE WHICH EXCEED P-0•IN HEIGHT.IEXCEPTION.DO CAB. Cabinet MTD. Mounted
NOT USE DOUBLE JOISTS UNDER PLUMBINS WALLS(. $1 C.S. Cairn Bum AUL. Motion20.PROVIDE DIRECT OUTSIDE COMBUSTION AIR FOR FIREPLACES)IN ACCORDANCE WITH TIE ECCNYS.PROVIDE GLASS FIREPLACE DOORS, 81.1. I - DABAA CEM Cement e
21.NO DEVICE INSTALLED IN A FIREPLACE THAT USES A GASEOUS FUEL FOR IPS OPERATION SHALL BE EQUIPPED WITH A CONTINUOUSLY OPERATED STANDING PILOT T GER, Ceramic N
LIGHT. C.I. Cast Iron N North
22.CHIMNEY
TO BE 24"ABOVE ANY STRUCTURE WITHIN A Al14' "RADIUS AND 36'ABOVE ROOF PENETRATION. 1 1 wMpOw Leg C 1. CNLC.Nol It Cora-act T,0
Corner Guard ISLE.or NIB,Non.Loadbearmg C11
23,BUILDING TO BE CONSTRUCTED AND INSULATED IN COMPLIANCE WITH THE ECCNYS,Dr," AND INFILTRATION VALUES FOR ALL DOORS AND WINDOWS. C.J. Oana'd Ant
CO
24.INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES.SILL LINES.BAND JOISTS AND CORNERS. Span so c12'4Y 17-0'-27-0' >2tr-0' CLO, CeilingNOor Ne^'b°'
T
NOM. Nomna
25.ALL JOINTS AND OPENINGS IN THE BUILDING ENVELOPE SYSTEM,INCLUDING THOSE AROUND WINDpw$AND DOOR FRAMES,BETWEEN WALLS AND ROOFNCEiLINGS. Dellecoon Limit LL T. LL TL LL D. OT 11068 No CLOG. Calking
BETWEEN WALLS AND FLOORS AND FOUNDATIONS.BETWEEN WALL PANELS,AT UTILITY SERVICE PENETRATIONS AND BETWEEN DISSIMILAR MATERIALS SHALL BE GA. Closet N.TB,.NaI TO Scale
CAULKED,GASKETEU,WEATHER STRIPPED,OR OTHERWISE SEALED. Floor Joists L1480 Lr380 Lr800 2480 1720 LAMS CIA. Clear 0 >° Q
26,ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE CAPABLE OF ABSORBING OR TAKING UP AND HOLDING MOISTURE SHALL BE PROTECTED 1ELEVATOR NUMBER C O Z CO
Cased Opening O.K. Overall
BY A VAPOR BARRIER RETARDER LOCATED ON THE WARM SIDE OF THE INSULATION. COL. Column CO
27.AIR INFILTRATION BARRIERS SHALL BE INSTALLED WHETHER A VENTILATED SIDING MATERIAL IS INSTALLED OR THE S DING TECHNIQUE NECESSITATES A LOOSE Flaw beams ./360 .240 0051) .240 ./480 .1360 4 INTERgKNJ TA
R£LEVATO CONC Oplrcrela OBS Obscure N(N
FITTING APPLICATION CONN, Connection OC a OC On Center Q) pj
28.ELEMENTS OF BUILDING MECHANICAL SYSTEMS SHOWN ARE FOR PLACEMENT ONLY. 0,0115 joists L360 1/240 U4860060 L1800 U480 3 REFEAENCEUAAWwnslco
a CONSTR.ComISon O.D. Outside D'am010(Dim) 2 C
29.ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH RCNYS APPUCABLE TO PLUMBING AND THE N.Y.STATE HEALTH DEPARTMENT REQUIREMENTS CONT, Continuous OFF' ' '^ 123
ENING. a
30_ELECTRICAL WIRING AND EQUIPMENT DESIGNED AND INSTALLED IN CONFORMITY WITH ANSI,NATIONAL ELECTRICAL CODE,AND SHALL-MEET ALL LOCAL CODES. Rad eters LIONS .1240 0)80 1/240 0450 ./360 CTTSSK. Carrick),RE OPP. Opposite CO OU
,-
31_ALL LIGHTING.WIRING,GROUNDING AND DEVICES SHALL BE UL RATED LISTED A140 COMPLY WITH THE NEC INCLUDING GROUND FAULT PROTECTION FOR ALL
BATHROOMS AND EXTERIOR OUTLETS. () 5ed.E DETECTOR CNTR. Counter p L 50 LI)
32 ELECTRICAJ-SWITCHES MUST BE BLOCKED AWAY FROM DOOR TO ACCOMMODATE 3 12'TRIM. Root beams ll360 1240 LOSS 1/245 Lp1W IA60
33.SMOKE DETECTORS ARE TO BE INSTALLED WITHIN EACH SLEEPING SPACE.OUTSIDE EACH SLEEPING AREA,.ANO AT EACH FLOOR..ALL SMOKE DETECTORS TO BE CTR Center PROST,10PrCast f 0 ®1
INTERCONNECTED AND HAVE A BATTERY BACKUP. Note,L=clear span d member S PL. Plate C
pus 12 bearing each �^ GAJND1i MDNDXMTE D 11-COOS
PEAK Plastic LE,ONOAte al
34.AT LEAST ONE CARBON MONOXIDE SHALL BE INSTALLED IN THE IMMEDIATE VICINITY OF BEDROOM(S)ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT V.'a'I DBL Double CO d
CONTAINING BED1i00M(S1. DEPT, Deperbsent PEAS. Paster LJ•y CO.0
PLYWD.or PLY. P0wo0d
35,CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED AS COMPLYING WITH UE2034-2002 MINGLE AND MULTIPLE STATION CARBON MONOXIDE ALARMS, D.F. DMnkng FounMin PR PR N. CO a-
SECOND EDITION,OCTOBER 29,1996-WITH REVISIONS THROUGH AND INCLUDING JUNE 28,2002 PUBLISHED BY UNDERWRITERS LABORATORIES,INC.)AND SHALL ExNaUar RAN DET. DMA
BE HARDWIRED AND PERMANENT AND EOUIPPEO WITH A BATTERY BACKUP. DIA, DIangler PT. Pani
p /+�}�} ',T P.T.D.Paper Towel DI
36,SUBMIT SHOP DRAWINGS OF ALL ENGINEERED FLOORIROOF SYSTEMS TO ENGINEER PRIOR TO FABRICATION_ Project Location. In
DIM Dlmonaon PEN. Partition sponsor1.0
,iljr E%HAdST FAN W,TH USSR OISP. Dispenserpy}
n*, �`T�E �I Notes
204 Lake Avenue ON. Down
�V Y`nba+Ftiol L 1'U ones
Saratoga$pangs,NY 12HAS DR Door
OPeAI^g O.T, �a�,UM a
DWR. Drawer
N . Rola:Use ibis set islicerned?orW
consttlon of one dwelling,only at the R
1,DIMENSIONS SHOWN ARE TO FACE OF CONCRETE WALL. above address, DD. Downspout R. Riser O
2.DESIGN AND LAYOUT OF SITE AND FOUNDATION DRAINAGE IS BY OTHERS. D,SP.Dry Standpipe RAD Rados 0.
3.FOUNDATION WATERPROOFING SYSTEM DESIGN AND SPECIFICATION IS BY OTHERS. DWG Cwawing RD. Root[rain lY
4.FOUNDATION LAYOUT TO BE VERIFIED BY LICENSED PROFESSIONAL LAND SURVEYOR. REF Relnce enQ
5.FOOTING.PIERS AND WALLS 10 BE 3000 PS14P 25 DAYS,NO MORE THAN0.75 IC CALCIUM CHLORIDE WITH 6%TO 7%AIR ENTRAINED. E East REFR.. RefagonolS ' L� U
6.WALLS/FOOTIINGS/PIERS/LEVELING BEDS CAST DIRECTLY UPON BEDROCK SHALL HAVE Ndxlg'DOWELS(9"€MBEDDMENT)048'OC AND WITHIN 24'0F EACH Each RGTR. Register '-"T` a
CORNER.OF A LEVELING BED IS USED ITSMAIL NAVE Ni VERTICAL DIMENSION OF LESS THAN 6•AND HAVE A MINIMUM OF 12)14 BARS CAST IN PLACE. ELI EryanEno Janl REINF.Reinloroatl
7.ALL INTERIOR CONCRETE SLABS ON GRADE TO BEA MIN.OF 4"THICK,2.500 PSI MIX.PLACEMENT,EXPANSION,CONTROL AND ISOLATION JOINTS PER A.C.I.MANUAL
OF PRACTICE.LATEST EDITION.SEE NOTE 3 ABOVE AND COORDINATE VAPOR BARRIER MATERIAL SELECTION AND INSTALLATION AD REQUIRED. EL ElevationREO. Required01
ELEC, Electrical RESIL Resiked
6,GARAGE,PORCH,CARPORT,AND EXTERIOR SLABS AND STEPS TOBEA MIN.OF 4'THICK,3,500 PSI MIX,NIM45% 7%AIR ENTRAINED.W1AX6 W.W.a RM Room B'
ELEV. Elaeattx
RECOMMENDED FOR ALL BULBS CAST ON GRADE(MANN, EMER EmargOny R.O. Rough Openlrg C
9.WHERE REWIRED,STEP FOOTINGS NO MORE THAN 1 VERTICAL TO2 HORIZONTAL LIFT NOT TO EXCEED 24•,REINFORCEMENT TO HE CONTINUOUS AND STEPPED ENOL. Enclosure RIND. Redwood C
FOOTINGS TORE CAST MONOLITHICALLY. E.P. EInIITHal Par*. R,WL Rain Water-Leader CD :I.Ip PROVIDE(2(AS BARS(MN.)EACH SIDE OF ANY OPENING INHALE 12'OR GREATER UNLESS OTHERWJSE NOTED, EQ. Equal
11.ALL MASONRY WALLS TO HAVE MED.WT.W.W.T.REINFORCEMENT@ EA,COURSE.LAP SPLICE JOINT 17(MIN.)AND USE PREFABRICATED CORNERS AND TEES. EQPI_ Equipment S
12.ALL CORES OF AL.CMU WALLS TO BE GROUTED IN ACCORD,WI NCMA'TEK 3'2'GROUTING FOR CONCRETE MASONRY WALLS.' E w.C.LIacldc Water Codon D. South Q7
13.MAXIMUM GROUT UFT SHALL BE 4T.HOLO GROUT 4•FROM TOP OF CMU TO ALLOW FOR INTERLOCK WITH NEXT LIFT, S.C. SOW Core
14.FILL ALL COUSINS,BEAMS,AND POCKETS NEAT W/NONSIIRINK GROUT AFTER COLUMN!BEAM HAS HAD FINAL SET. EXST. EAlsong
15.ALL OPENINGS NOT SHOWN OH SCHEDULED SHALL HAVE STEEL UNTELS A5 FOLLOWS: EXPO. Evposed S.0,'Ep 54Mspe
EXP. Expansion E.G. Soap Dispenser
024" (I]L4x4X114° • EXT. EO1HAV, SECT Seoloo ,
24-5EY 12)L4X4X3AV SH. Shell
60'AND UP NOT PERMITTED pians
f,I7]�yYArr [//'�] ^vii//��'j\� SHWA ShownALL UNTELS SHALL HAVE MIN,BEARING OF V EACH SIDE,SEE NOTE IAO ABOVE a o Oratvi igs F.A.F
Fire Alarm SHT. Street O
16,ALL FOOTING PENETRATIONS SHALL NOT DISRUPT REINFORCEMENT,HAVE A MINIMUM OF a CONC.COVER AND(31 45 RARE ABOVE THAT EXTEND 18'BEYOND
1�r 11 FB. agar SIM Stinks s..l
PENETRATION, FD, Floor Oran SPEC. Speancation ��a
17.ALL ITEMS SHOWN ARE TYPICAL AND RECOMMENDED MINIMUMS.ONSITE UPSIZING OF REINFORCEMENT IS PERMITTED UNDER THE FOLLOWI G CONDITIONS: rl
FAN Foundation SO. Square
REINFORCEMENT RE U LL NOT BE DECREASED IN SIZE OR LAP. I s� F.E. P RO EoBnulmer S,EE Stainless Steel
NO BARS SHALL BE UPSI2E0 MORE THAN TWO SIZES, ,�,ij�' FEC Ake Enna lecher Cab. 5.SK Se ce Sink T'0
BAR FREQUENCY SHALL NOT Al DECREASED MORE THAN 30 X �I FF W F F F'ni flied Flog(subAo-orJ STA. Shoal
18.ALL REINFORCEMENT SHALL SHALL HAVE A MINIMUM CLEAR COVER PER A031&14 AND 332-14. \e F.H.C.R Hose Cabinet STD S1n11 Standard
IS SPLICES IN REINFORCEMENT BARS NOT SHOWN SHALL HAVE A MIN/MUM LAP OF 30 BAR DIAMETERS AND BE TIED NEAT W/TIE WIRE@ IT O.C, FIN, Fetish SIL, Steel
FL. Floor STOR. Storage4Ley
FLASH.Rashitg 5TRL SwaIral p�
E.THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE., FLUOR.Fkraes.em SUSP. Suspended A..I
N.Y.S.ENERGY CONSERVATION CONSTRUCTION CODE • • F.O.C.Fade alCodrIIH SYN. Sy,nmevical Q) i--N
FLOE.Faced Prish L4 0
MINIMUM COMPONENT VALUES F.BASEMENT WALL INSULATION IS NOT REQUIRED IN WARM-HUMID LOCATIONS.
F.O.S.Fur,dDuds r �/�
CEILING R-VALUE 49 IL) FPRF_ Fireproof TRO. Freed w1 •F
WOOD FRAME WALL R-VALUE 20 or 13.5 G.OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY_5-1915 MINIMUM. Li41wiØ RenovationF,S- EUN Size T,B, Tower Ser
MASS WALL R-VALUE0) 13717 FT- FodwFeet T.C. Topol Curo ;'d Ct
(1.) y
4 FLOOR II-VALUE 30(GI H."1315"MEANS R-13 CAVITY INSULATION PLUS R-5 INSULATED SHEATHING.IF STRUCTURAL FTG, Fooling TEL. Tefeplronie
i BASEMENT WALL.R-VALUE(C) 15/19 SHEATHING COVERS 25 PERCNT OR LESS OF THE EXTERIOR,INSULATING SHEATHING IS FORK Furring Terrazzo O
3 SLAB R-VALUED,DEPTH 10,2 FT NOT RSOUJREO WHERE STRUCTURAL SHEATHING IS USED.IF STRUCTURAL SHEATHING FUT. GAD., Tongua and Groove
TM CRAWLSPACE WALL R-VALUE(CI _ 15119 COVERS MORE THAN 25 PERCENT OF EXTERIROR,STRUCTURAL SHEATHING SHALL BE G ge T.P. Top d Pavement hick I O1
FENESTRATION U-FACTOR(B) 0.32 SUPPLEMENTED WITH INSULATED SHEATHING OF ATLEAST R-2. T.V. Television U ,�/
elD
4 SKYLIGHT FENESTRATION
(El) 0.55
anô
U Gob Esu TO} TTP InGLAZED FENESTRATICSN SHGC(B.Ej - R I.THE SECOND R-VAHUE APPLIES WHEN MORE THAN HALF THE INSULATION ISDN THE G.B.Ge. Grab ear TYP. Typical
i INTERIOR OF THE WALL. GL, Glass
GND, Ground U ••-•4
g A.R-VALUES ARE MINIMUMS LI-FACTORS AND SHOO ARE MAXIMUMS.R-19 J.FOR IMPACT RATED FENESTRATION COMPLYING WITH SECTION R301.2,1.2 OF THE GR, erase UHF' Unfidmed
j BATTS COMPRESSED INTO A NOMINAL 2X6 FRAMING CAVITY SUCH THAT THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 1606.1.2 OF THE INTERNATIONAL BUILDING Grp. Gypsum UA.N.Unless OtaerWise Nrned
R-VALUE IS REDUCED BY R-1 OR MORE SHALL BE MARKED WITH THE CODE,THE MAXIMUM U-FACTOR SHALL BE 0.75 IN ZONE 2 AND 0.65 IN ZONE 3. H UR. Urinal y ,
COMPRESSED BATT R-VAE IN ADDITION TO THE FULL THICKNESS R-VALUE. TEOVI V H
K.HEATING AND COOLING SYMS TO BE SIZED BASEDON BUILDING LOADS CALCULATED IN NS Hose HAl �e VERT, VerticalE w
LU
t 04
B.THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS,THE ACCORDANCE WITH'ACCA MANUAL J' HMO. HardwoodVEST. Vestibule ,q'
SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. HDWE Hardware n..
`-. ' L.11-39 SHALL BE OEEMID TO SATISFY THE REQUIREMENT OF 11-49 WHEN THE FULL HEIGHT N.M. HONow Metal W
I4. C."15/19'MEANS R-16 CONTINUOUS INSULATED SHEATHING ON THE OF THE UNCOMPRESSED R-35 EXTENDS OVER THE WALL TOP PLATE AT EAVES(R4022.1). HDR¢.000101la W. west Drawing Number
WI IMO OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE NR. tfa'r
HGT. Height W.C. Water Closet
A H INTERIOR OF THE BASEMENT WALL.•10/13'MEANS R-I O CONTINUOUS M.CEILINGS DIRECT-APPLIED TO ROOF RAFTERS MAY BE INSULATED WITH R-30 MIN,THIS WD, Wood
1 i INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR REDUCTION IN INSULATION VALUE SHALL BE LIMITED TO 500 SO.FEET OR 20%OF THE W/O MO NA
v'r R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. TOTAL INSULATED CEILING,WHICHEVER IS LESS. WE. WaNlxnd
sg WWI. ManiocsD.R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R-VALUES FOR N.NOT LESS THAN 75%OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES WT, Wei501
ElHEATED SLABS.INSULATION DEPTH SHALL RE THE DEPTH OF THE FOOTING SHALL BE HIGH-EFFICACY LAMPS OR NOT LESS THAN 75%OF THE PERMANENTLY
gg OR 2 FEET,WHICHEVER IS LESS IN ZONES I THROUGH 3 FOR HEATED SLABS, INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. TO THE BEST OF MY KNOWLEDGE,BELIEF',AND PROFESSIONAL JUDGMENT.THISDRAWING SET OF:FIVE
COMPLIES WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE DATE:117257202I
UNAUTHORIZED ALTESATLON OR
ADDITION TO THIS PLAN'S A
VIOLATION OF SECTION 7209121 OF'
THE N.V.S.EDUCATION LAW
CALLED NORTH
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NEW CRAWI�ACE WIM'«OF0 REARMCAVANTV [1 S I ORIGINAL GREEN SEAL
pCOC WO�I Ratamamas/.007 At EACH i - 1 SHALL SE CONSIDERED TO
EII.IV OA ar.KIR ppptp'Er9nr �" 1 I DE VALID COPIES
_] LOGipH ANOSVPPoRT MrE I 1 _ ti
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DATE:8l26/202 I
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS PLAN IS A
VIOLATION OF SECTION 7209(2)OF
THE N.Y.S.EDUCATION LAW
14.4P1
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