HomeMy WebLinkAbout20231041 153 Van Dam Exterior Modifications 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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153 Van Dam StreetHome RenovationCity of Saratoga SpringsSarartoga County, State of New YorkDecember 19, 2023PREPARED FOR:ARCHITECTURE AND DESIGN:Erin and Fabio Maciel153 Van Dam StreetSaratoga Springs, NY 12866Urban Landscape StudioLandscape Architecture PLLC153 Van Dam Street Saratoga Springs, New York 12286Phone: 347.541.0281Contact: Erin Maciel, RLA, ASLAwww.uls-ny.comDRAWING LIST:KEY MAP:AOOOCOVER SHEETA001 EyTERIOR PHOTOSL100SITE PLAN н ZONING ANALYSISA100FIRST FLOOR DEMO PLANA101 FOUNDATION PLANA102FIRST FLOOR PLANA103FIRST FLOOR FRAMING PLANA104REFLECTED CEILING PLANA105EyTERIOR ELEVATIONSA106STRUCTURAL CROSS SECTIONSA107MATERIAL TALESGENERAL NOTES1.ALL CONSTRUCTION TO COMPLY WITH THE 2020RESIDENTIAL CODE OF NEW YORK STATE (RCNYS).THE 202 ENERGY CONSERVATION CODE OF NEWYORK STATE (ECCNYS), AND ALL APPLICABLELAWS, STATUTES, AND ALL LOCAL REULES ANDREGULARIONS.2.THE BUILDER IS SOLELY RESPONSILBE TO COMPLYWITH ALL LAWS, RULES, ORDINANCES, ANDORDERS OF ANY PUBLIC AUTHORIYY BEARING ONTHE PERFORMANCE OF THE WORK.3.THE BUILDES IS SOLELY RESPONSILBE FOR ALLCONSTRUCTION MEANS, METHODS, TECHNIQUES,SEQUENCES, AND PROCEDURES FOR COODINATINGALL PORTIONS OF THE WORK.4.THE PROFESSIONAL SERVIES OF THE ENGINEER DONOT EXTEND TO OR INCLUDE THE DESIGN, REVIEWOR ENGINEERING OF ANY PORTION OF THE:a.BUILDING SITE INCLUDING SUBSURFACEDRAINAGEb.BUIDLING OR SITE MECHANICAL SYSTEMSc.ARCHITECTURAL FINISH MATERIALS AND/ORSYSTEMSd.SITE OBSERVATION OF THE CONTRACTORSWORK OR PERFORMANCE.THUS, THE ENGINEER IS NOT RESPONSILBE AND ISTO BE HELD HARMLESS BY ALL PARTIES FROM ANYCLAIM OR SUIT WHATSOEVER, INCLUDING ALLPAYMENS OR COSTS INVOLVED ARISING FROM ORALLEGED TO HAVE ARISEN FROM WORK OUTSIDEOF THE ENGINEERS SCOPE OF WORK.5.IS IS THE BUILDERS RESPONSIBILITY TO REVIEWALL DRAWINGS, DIMENSIONING, AND DETAILINGAND TO ASSESS AND VERIFY MEASUREMENTS OFEXISTING CONDITIONS PRIOR TO CONSTRUCTION.NOTIFY ENGINEER OF ANY DISCREPENANCIES PRIORTO START OF WORK.6.DRAWINGS NOT TO BE SCALED FOR FIELD WORKPURPOSES.7.ALL DIMENSIONS SHOWN ARE TO FACE OFSTRUCTURAL MEMBER UNLESS OTHERWISENOTED.8.WHERE THE TERM 'TYPICAL' IS USED ON THEDRAWINGS, THE ITEM/DETAIL IS TO BEUSED/APPLIED AT ALL PRACTICAL INSTANACESTHROUGHOUT THE PROJECT.9.ALL WINDOWS INTENDED FOR EMERGENCY EGRESSSHALL HAVE A MAX SILL HEIGHT OF 44'' OFFFINISHED FLOOR.10.STAIRS 8-1/4'' MAX RISE, 9'' MINIMUM RUN, ¾'' TO1-1/4'' NOSING, 27'' MIN BETWEEN HANDRAILS,STAIR RAILINGS TO BE 34'' TO 36'' ABOVE FINISHFLOOR, 6-8'' MIN VERTICAL HEADROOM AT STAIRS.PROVIDE LIGHT IN STAIRCASE.11.GUARDS SHALL BE PROVIDED WHEN ANYWALKING SURFACE, STAIR, LANDING, OR RAMP ISLOCATED MORE THAN 30'' FROM GRADE. HEIGHTOF GUARDSTO BE 36'' MIN, , WITH THE EXCEPTIONOF A 34'' MIN. HEIGHT AT SLOPED RAILS.REQUIRED GUARDS SHALL NOT HAVE AN OPENINGGREATER THAN THAT TO ALLOW A 4'' SHPERE TOPASS. ANY OPENING BETWEEN RISER/TREAD ANDRAIL SHALL NOT ALLOW A 6'' SHPERE TO PASS.12.ALL GARAGE WALLS AND CEILINGS TO BECOVERED WITH 5/8'' TYPE 'X' GYP BO ON GARAGESIDE AND 1.2'' GYP. BD ON HOUSE SIDE.13.DOORS FROM GARAGE TO LIVING AREA SHALL BEMETAL INSURALTED 45 MIN. ''C'' LABLE ASSEMBLYWITH SELF CLOSURE.14.FIRE STOPPING SHALL BE PROVIDED AS PER THERCNYS, NO MORE THAN 10'-0'' O.C. VERTICALLY.15.ALL FRAMING LUMBER TO BE SPF #2 OR BETTER(Fb= 775PSI).16.ALL STL HARDWARE AND FASTERNERS INCONTACT WITH MASONRY OR PRESSURE TREATEDLUMBER TO HAVE MFR. APPLIED G-185 SINCGALVANIZED (MIN.) COATING OR APPROVED EQUAL.17.ALL HEADERS TO BE (2) 2X10'S ON EXTERIORWALLS AND 2X4 CRIBBED HDR. ON INTERIORWALLS UNLESS OTHERWISE NOTED.18.ALL HEADERS IN BEARING WALLS ON OPENINGS5'-0'' OR GREATER SHALL BE SUPPORTED ON EACHSIDE BY A MINIMUM OF TWO (2) STUDS THE SIZE OFTHE ADJACENT BEARING WALL (USE SINGLE STUDSFOR OPENINGS UNDER 5'-0'')19.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGSAND DOUBLE JOISTS UNDER ALL PARALLELPARTITIONS ABOVE WHICH EXCEED 8'-0'' IN HEIGHT(EXCEPTION DO NO USE DOUBLE JOISTS UNDERPLUMBING WALLS).20.PROVIDE DIRECT OUTSIDE COMBUSTION AIR FORFIREPLACES IN ACCORDANCE WITH THE ECCNYS,PROVIDE GLASS FIREPLACE DOORS.21.NO DEVICE INSTALLED IN A FIREPLACE THAT USES AGASEOUS FUEL FOR IT S OPERATION SHALL BEEQUIPPED WITH A CONTINOUSLY OPERATEDSTANDING PILOT LIGHT.22.CHIMNEY TO BE 24' ABOVE AN STRUCTURE WITHIN10'-0'' RADIUS AND 36'' ABOVE THE ROOFPENETRATION.23.BUILDING TO BE CONSTRUCTED AND INSULATED INCOMPLIANCE WITH ECCNYS ''U''. ''R''AND INFILTRATIONVALUES FOR ALL DOORS AND WINDOWS.24.INSULATION SHALL BE INSTALLED IN A MANNERTHAT PROVIDES CONTINUITY OF INSULATION AT PLATELINES, SILL LINES, BAND JOISTS AND CORNERS.25.ALL JOINTS AND OPENINGSIN THE BUILDINGENVELOPE SYSTEM, INCLUDING THOSE AROUNDWINDOWS AND DOOR FRAMES, BETWEEN WALLS ANDROOF/CEILINGS, BETWEEN WALLS AND FLOORS ANDFOUNDATIONS, BETWEEN WALL PANELS, AT UTILITYSERVICE PENETRATIONS AND BETWEEN DISSIMILIARMATERIALS SHALL BE CAULKED, GASKETED,WEATHER STRIPPED, OR OTHERWISE SEALED.26.ALL BUILDING ENEVELOPE ELEMENTS THAT CONTAINMATERIALS WHICH ARE CAPABLE OF ABSORBING ORTAKING UP AND HOLDING MOISTURE SHALL BEPROTECTED BY A VAPOR BARRIER RETARDERLOCATED ON THE WARM SIDE OF THE INSULATION.27.AIR INFILTRATION BARRIERS SHALL BE INSTALLEDWHETHER A VENTILATED SIDING MATERIAL ISINSTALLED OR THE SIDING TECHNIQUENECCESSITATES A LOOSE FITTING APPLICATION.28.ELEMENTS OF BUILDING MECHANICAL SYSTEMSSHOWN ARE FOR PLACEMENT ONLY.29.…. IN ACCORDANCE WITH RCNYS APPLICABLE TOPLUMBING AND THE N.Y. STATE HEALTHDEPARTMENT REQUIREMETNS.30.….. AND INSTALLED IN CONFORMITY WITH ANSINATIONAL ELECTRICAL CODE AND SHALL MEET ALLLOCAL DOES.31.…. RATED LISTED AND COMPLY WITH THE NECINCLUDING GROUND FAULT PROTECTION FOR ALL …32.… DOOR TO ACCOMMODATE 3-1/2'' TRIM.33.SMOKE DETECTORS SHALL BE INSTALLED IN EACHSLEEPING SPACE, OUTSIDE EACH SLEEPING AREA,AND AT EACH FLOOR. ALL SMOKE DETECTORS TO BEHARDWIRED AND PERMANENT AND EQUIPPED WITH ABATTERY BACKUP.34.CARBON MONOXIDE DETECTORS SHALL BE LISTEDAND LABELD AS COMPLYING WITH UL 2004-2002(SINGLE AND MULTIPLE STATION CARBON MONOIXDEALARMS)35.SUBMIT SHOP DRAWINGS OF ALL ENGINEEREDFLOOR/ROOF SYSTEMS TO ENGINEER PRIOR TOFABRICATION.36.FOUNDATION NOTES1.DIMENSIONS SHOWN ARE TO FACE OF CONCRETEWALL.2.DESIGN AND LAYOUT OF SITE AND FOUNDATIONDRAINAGE IS BY OTHERS.3.FOUNDATION WATERPROOFING SYSTEM DESIGN ANDSPECIFICATION IS BY OTHERS.4.FOUNDATION LAYOUT TO BE VERFIED BY LICENSEDPROFESSIONAL LAND SURVEYOR.5.FOOTING, PIERS AND WALLS TO BE 5000 PSI … 5%CALCIUM CHLORIDE WITH 5% TO 7% AIR ENTRAINED6.WALLS/FOOTINGS/PEIRS/LEVELING BED …. SHALLHAVE … X 8'' DOWELS (8'' …) AT 48'' OC AND WITHCORNER IF A LEVELING BED IS USED. SHALL HAVE ….AND HAVE A MINIMUM OF (2) REBARS CAST IN PLACE.7.ALL INTERIOR CONCRETE SLABS ON GRADE TO BE AMINIM OF 4'' THICK AND 2500 PSI, PLACEMENT OFEXPANSION CONTROL JOINTS … AS PER ACJ MANUALOF PRACTICE, LATEST EDITION, SEE NOTE ABOVE ANDCOORDINATE VAPOR BARRIER MATERIAL SELECTIONAND INSULATION AS REQUIRED.8.GARAGE, PORCH, CARPORT AND EXTERIOR SLABSAND STEPS TO BE A MIN OF 4'' THICK 3500 PSI MAX ,WIHTH 5 % TO … AIR ENTRAINED WITH …RECOMMENDED FOR ALL SLABS CAST ON GRADE(MIN.).9.WHERE REQUIRED STEP FOOTINGS NO MORE 1VERTICAL TO 2 HORIZONTAL LIFT NOT TO EXCEED 24''REINFORCEMENT TO BE CONTINUOUS AND STEPPEDFOOTINGS TO BE CAST MONOLITHICALLY.10.PROVIDE (2) #5 BARS (MIN.) EACH SIDE OF ANYOPENING IN WALL 12'' OR GREATER UNLESSOTHERWISE NOTED.11.ALL MASONRY WALLS TO HAVE MED WT. W.W.TREINFORCEMENT AT EACH COURSE LAP SPLICE JOINT12'' (MIN.) AND USE PREFABRICATED CORNERS ANDTEES.12.ALL CORES OF ALL CMU WALLS TO BE GROUTED INACCORD WITH NCMA TEX 3-2 'GROUTING FORCONCRETE MASONRY WALLS'13.MAXIMUM GROUT LIFT SHALL BE 42'' HOLD GROUT4'' FROM TOP OF CMU TO ALLOW FOR INTERLOCKWITH NEXT LIFT14.FILL ALL COLUMNS, BEAMS, AND PICKETS NEATWITH NON-SHRINK GROUT AFTER COLUMN BEAM HASHAD FINAL SET.15.ALL OPENINGS NOT SHOWN OR SCHEDULED SHALLHAVE STEEL LINTELS AS FOLLOWS:a.0-24'' (1) L4X4X1/4''b.24-60'' (2) L4X4X3/4''c.60'' AND UPNOT PERMITTEDALL LINTELS SHALL HAVE MIN BEARING OF 8'' EACHSIDE. SEE NOTE 10 ABOVE.ALL FOOTING PENETRATIONS SHALL NOT DISRUPTREINFORMCEMENT. HAVE A MINIMUM OF 6'' CONCCOVER AND (3) #5 BARS ABVE THAT EXTEND 18''BEYOND PENETRATION16.ALL ITEMS SHOWN ARE TYPICAL ANDRECONNEDNED MINIMUMS. ONSITE UPSIZING OFREINFORCEMENT IS PERMITED UNDER THEFOLLOWING CONDITIONS:a.REINFORCEMENT SHALL NOT BE DECREASED INSIZE OR LAPb.NO BARS SHALL BE UPSIZED MORE THAN TWOSIZESc.BAR FREQUENCY SHALL NOT BE DECREASEDMORE THAN 30%18.ALL REINFORCEMENT SHALL HAVE A MINIMUMCLEAR COVER PER ACI 318-14 AND 332-14.19.SPLICES IN REINFORCEMENT BARS NOT SHOWNSHALL HAVE A MINIMUM LAP OF 30 BAR DIAMETERSAND BE TIED NEAT WITH TIE WIRE AT 12'' O.C.NYS ENERGY CONSERVATION CONSTRUCTION CODEMINIMUM COMPONENT VALUESCEILING R-VALUE49 (L)WOOD FRAME WALL R-VALUE 20 TO 13+6MASS WALL R-VALUE (I) 13/17FLOOR R-VALUE 30 (G)BASEMENT WALL R-VALUE (C)15/19SLAB R-VALUE D. DEPTH10, 2 FT.CRAWLSPACE WALL R-VALUE (C) 15/19FENESTRATION U-FACTOR (B)0.32SKYLIGHT U-FACTOR (B)0.55GLAZED FENESTRATION SHGC (B.E) NRA.R- VALUES ARE MINIMUMS U-FACTORS AND SHGCARE MAXIMUMS R-19 BATTS COMPRESSED INTO ANOMINAL 2X6 FRAMING CAVITY SUCH THAT THER-VALUE IS REDUCED BY R-1 OR MORE SHALL BEMARKED WITH THE COMPRESSED BATT R-VALUE INADDITION TO THE FULL THICKNESS R-VALUE.B.THE FENESTRATION U-FACTOR COLUMN EXCLUDESSKYLIGHTS THE SHGC COLUMN APPLIES TO ALLGLAZED FENESTRATIONC.''15/19'' MEANS R 15 CONTINUOUS INSULATEDSHEATHING ON THE INTERIOR OR EXTERIOR OF THEHOME OR R 19 CAVITY INSULATION AT THE INTERIOROF THE BASEMENT WALL ''10/13'' MEANS R 10CONTINOUS INSULATED SHEATHING ON THE INTEROROR EXTERIOR OF THE HOME OF R-13 CAVITYINSULATION AT THE INTERIOR OF THE BASEMENTWALL.D.R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE.R-VALUES FOR HEATED SLABS INSULATION DEPTHSHALL BE THE DEPTH OF THE FOOTING OR 2 FEETWHICHEVER IS LESS IN ZONES 1 THROUGH 3 FORHEATED SLABS.E.THERE ARE NO SHGC REQUIREMENTS IN THE MARINEZONE.F.BASEMENT WALL INSULATION IS NOT REQUIRED INWARM-HUMID LOCATIONS.G.OR INSULATION SUFFICIENT TO FILL THE FRAMINGCAVITY R-19 IS MINIMUM.H.''13+5” MEANS R13 CAVITY INSULATION PLUS R-5INSULATED SHEATHING IF STRUCTURAL SHEATHINGCOVERS 25 PERCENT OR LESS OF THE EXTERIOR,INSULATING SHEATHING IS NOT REQUIRED WHERESTRUCTURAL SHEATHING IS USED IF STRUCTURALSHEATHING COVERES MORE THAN 25 PERCENT OFEXTERIOR. STRUCTURAL SHEATHING SHALL BESUPPLEMENTED WITH INSULATED SHEATHING OF ATLEAST R-2.I.THE SECOND R-VALUE APPLIES WHEN MORE THANHALF THE INSULATION IS ON THE INTERIOR OF THEWALL.J.FOR IMPACT RATED FENESTRATION COMPLYING WITHSECTION R301 2.1.2 OF THE INTERNATIONALRESIDENTIAL CODE OR SECTION 1608 1.2 OF THEINTERNATIONAL BUILDING CODE. THE MAXIMUMU-FACTOR SHALL BE 0.75 IN ZONE 2 AND 0.65 IN ZONE3.K.HEATING AND COOLING SYSTEMS TO BE SIZED BASEDON BUILDING LOADS CALCULATED IN ACCORDANCEWITH ACCA MANUAL.L.R-38 SHALL BE DEEMED TO SATISFY THEREQUIREMENT OF R-49 WHEN THE FULL HEIGHT OFTHE UNCOMPRESSED R 38 EXTENDS OVER THE WALLTOP PLATE AT EAVES (R402.2.1)M.CEILINGS DIRECT APPLIED TO ROOF RAFTERS MAYBE INSULATED WITH R-30 MIN. THIS REDUCTION INSULATION VALUE SHALL BE LIMITED TO 500 SQ FEETOR 20% OF THE TOTAL INSULATED CEILING.WHICHEVER IS LESS.N.NOT LESS THAN 75% OF THE LAMPS IN PERMANENTLYINSTALLED LIGHTING FIXTURES SHALL BE HIGHEFFICIANCY LAMPS OR NOT LESS THAN 75% OF THEPERMANENTLY INSTALLED LIGHTING FIXTURES SHALLCONTAIN ONLY HIGH EFFICIANCY LAMPS. TABLENEEDEDDESIGN LOADSLOADLIVEDEAD TOTALUNIT SOURCEASSUMED SUBSTRATE CAPACITY 2000PSFBACKFILL130PCFLOWER LEVEL405090PSFTABLE R301.5CONCRETE DECKS405090PSFTABLE R301.5WOOD DECKS 401050PSFTABLE R301.5EXTERIOR BALCONIES401060PSFTABLE R301.5FLOORS401050PSFTABLE R301.5CEILINGS1010PSFTABLE R301.5ROOF (SNOW)*501060PSFTABLE R301.2(5)WIND 115MPHFIGURE R301.2(4)A*GROUND SNOW LOAD, NO SLOPE REDUCTIONTABLE NEEDED!SPAN< 12'-0''12'-0'' TO 20'-0'' > 20'-0''DEFLECTION LIMITLL TLLLTLLLL TLFLOOR JOISTS L/480L/360L/500L/480L/720L/600FLOOR BEAMSL/360L/240L/360L/240L/480L/360CEILING JOISTSL/360L/240L/480L/360L/800L/480ROOF RAFTERSL/360L/240L/360L/240L/480L/360ROOF BEAMS L/360L/240L/360L/240L/480L/360NOTE L = CLEAR SPAN OF MEMBER PLUS ½ BEARINGEACH SIDEA
CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELDecember 19, 202301L001EyISTING CONDITION EyTERIOR PHOTOSNOT TO SCALE02L001EXISTINGCONDITIONPHOTOSFRONT FACADE- LOOKING NORTHWESTERN FACADE- LOOKING NORTHFRONT PORCH- LOOKING EASTFRONT AND EASTERN FACADE- LOOKING NORTH WESTEASTERN FACADE- LOOKING NORTHEASTERN FACADE- LOOKING WESTEASTERN FACADE- LOOKING SOUTHWEST
16'-6"NEW 8'' THICK CONCRETE FROST WALLEXISTING EXTERIOR CEDAR DECK12'-0"10'-1012"12'' DIAMETER SONOTUBE, 4' DEPTH CONCRETE PIERPOST TO BEAM CONNECTOR FOR 6'' X 6'' POST6'' X 6'' PRESSURE TREATED POSTFLUSH EXISTING LIVING ROOM8'-7"14'-10"4"16'-2"4"15'-3"1'-2"10'-1012"
6"
6"1'-4"1'-4"1'-1"LIMIT OF WORK2'-11"1'-4"1'-4"1'-012"1'-4"5'-0"7'-3"6'-212"
1'-4"1'-4"912"1'-4"1'-4"
3
AV-6.1
3
AV-6.1
3AV-6.110'-1012"
14'-6"
14'-6"
9'-3"
1'-4"1'-1"8'-612"5'-0"17'-3"6"1'-4"103.5103.0103.0
102.5
103.0
10
3
.
5 102.5
103.0
10
2
.
5
1
0
2
.
0102.5103.0102.0101.5101.0100.5100.099.5101.0100.529'-8"23'-2"67'-1112"CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELDecember 19, 202301L002PROPOSED SITE PLANSCALE 1'' с 40'03L002PROPOSEDSITE PLANN0BAR SCALE1 inch = ft.408016080ZONING DISTRICT: URBAN RESIDENTIAL-3(EXISTING FIGURES) (PROPOSED FIGURES)MAXIMUM BUILDINGCOVERAGE PERCENTAGE:PRINCIPAL BUILDING: 30 (13.2) (14.26)ACCESSORY BUILDING:10 (NA)MIN YARD SETBACK (FEET):FRONT:10 (27.4)REAR:25 (68.0) EACH SIDE: 4 (0.45')/(29.75') TOTAL SIDE: 12 (30.2')PRINCIPAL BUILDINGS:MINIMUM 1ST FLOOR AREA(SF):1 STORY= 1,354.50 (1462.50)2 STORY= 1054MAX HEIGHT (FEET): 60 (22) (22)MINIMUM DISTANCE TOACCESSORY BUILDING (FT): NAPRINCIPAL BUILDING: 5FRONT LOT LINE: 10SIDE LOT LINE: 5REAR LOT LINE: 5MINIMUM % TO REMAIN PERMEABLE: 25 NA
BEDROOM 1SF FL103
3'-1112"LIMIT OF WORK
LIMIT OF WORK PROPERTY LINECLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELDecember 19, 202301A100FIRST FLOOR DEMOLITION PLANSCALE 1'' с 40'04A100FIRST FLOORDEMOLITIONPLANN0BAR SCALE1 inch = ft.20408040
16'-6"14'-10"INTERFACE WITH EXISTING MASONRY FOUNDATIONTO HAVE X X XX'' DOWELED AT 18'' O.C.VERTICAL WITH 4'' EMBEDMENT. INTERFACEWITH NEW FOOTING TO HAVE A MIN.(2) 04 X 12'' DOWELS AT 4'' MIN. EMBEDMENT (TYPICAL).2 X 10 P 1 JOISTSAT 18'' O.C.10'-1012"16'12'' DIAMETER SONOTUBE, 4' DEPTH CONCRETE PIERPOST TO BEAM CONNECTOR FOR 6'' X 6'' POST6'' X 6'' PRESSURE TREATED POST2 X 10 P 1 JOISTSAT 16'' O.C.NEW 8'' THICK CONCRETE FROST WALL8"1'NEW CRAWLSPACE3'' CONCRETE SLAB OVER3 ML POLY VANEW OPENING TO PROPOSEDCRAWLSPACE ENGINEER TO VERIFYSITE CONDITIONS PRIOR TODEMOLITIONEXISTING MASONRY FOUNDATION WALLNEW DECKEXISTING LIVING ROOMEXISTING EXTERIOR CEDAR DECKEXISTING KITCHEN/ DINETTEEXISTINGCLOSETEXISTINGCLOSET14'-10"
FLUSH15'-2"14'-1012"EXISTING FOUNDATION4'-012"2'-912"
LIMIT OF WORK15'-0"16'-10"14'-10"
15'-0"(3) 2'' X 10" BEAMSLIMIT OF WORK PROPERTY LINECLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELDecember 19, 202305A101FOUNDATIONPLAN01A101FOUNDATION PLANSCALE 1'' с 40'N0BAR SCALE1 inch = ft.20408040
16'-6"NEW 8'' THICK CONCRETE FROST WALLEXISTING EXTERIOR CEDAR DECK12'-0"10'-1012"12'' DIAMETER SONOTUBE, 4' DEPTH CONCRETE PIERPOST TO BEAM CONNECTOR FOR 6'' X 6'' POST6'' X 6'' PRESSURE TREATED POSTFLUSH EXISTING LIVING ROOM8'-7"14'-10"4"16'-2"4"15'-3"1'-2"10'-1012"
6"
6"1'-4"1'-4"1'-1"LIMIT OF WORK2'-11"1'-4"1'-4"1'-012"1'-4"5'-0"7'-3"6'-212"
1'-4"1'-4"912"1'-4"1'-4"
3
AV-6.1
3AV-6.13AV-6.110'-1012"
14'-6"
14'-6"
9'-3"
1'-4"1'-1"8'-612"5'-0"17'-3"6"1'-4"CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELDecember 19, 202306A102FIRST FLOORPLAN01A102FIRST FLOOR PLANSCALE 1'' с 40'N0BAR SCALE1 inch = ft.20408040
16'-6"NEW 8'' THICK CONCRETE FROST WALLEXISTING EXTERIOR CEDAR DECK12'-0"10'-1012"12'' DIAMETER SONOTUBE, 4' DEPTH CONCRETE PIERPOST TO BEAM CONNECTOR FOR 6'' X 6'' POST6'' X 6'' PRESSURE TREATED POSTFLUSH EXISTING LIVING ROOM11'-11"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"2"15'-11"2"16'-1"14'-10"1'-2"9'-1112"15'-2"14'-7"15'-2"LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
3AV-6.13AV-6.13AV-6.1CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELDecember 19, 202307A103FIRST FLOORFRAMING PLAN01A103FIRST FLOOR FRAMING PLANSCALE 1'' с 40'N0BAR SCALE1 inch = ft.20408040
15'-10"12'-0"4"
10'-612"16'-4"LIMIT OF WORK
1'-2"10'-1012"EXPOSED8'-6"3'-1"WOOD CEILING10'-0"GYP9'-6"14'-6"15'-6"14'-6"(3) 2'' X 16" BEAMS16'-6"NEW 8'' THICK CONCRETE FROST WALLEXISTING EXTERIOR CEDAR DECK12'-0"10'-1012"12'' DIAMETER SONOTUBE, 4' DEPTH CONCRETE PIERPOST TO BEAM CONNECTOR FOR 6'' X 6'' POST6'' X 6'' PRESSURE TREATED POSTFLUSH EXISTING LIVING ROOM16'-6"NEW 8'' THICK CONCRETE FROST WALLEXISTING EXTERIOR CEDAR DECK12'-0"10'-11"12'' DIAMETER SONOTUBE, 4' DEPTH CONCRETE PIERPOST TO BEAM CONNECTOR FOR 6'' X 6'' POST6'' X 6'' PRESSURE TREATED POSTFLUSH EXISTING LIVING ROOM16'-6"NEW 8'' THICK CONCRETE FROST WALLEXISTING EXTERIOR CEDAR DECK12'-0"10'-11"12'' DIAMETER SONOTUBE, 4' DEPTH CONCRETE PIERPOST TO BEAM CONNECTOR FOR 6'' X 6'' POST6'' X 6'' PRESSURE TREATED POSTFLUSH
CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELDecember 19, 202308A104REFLECTEDCEILING PLAN01A105REFLECTED CEILING PLANSCALE 1'' с 40'N0BAR SCALE1 inch = ft.20408040
Arch. Giuseppe ConteArch. Giuseppe ConteArch. Giuseppe Conte Arch. Giuseppe ConteArch. Giuseppe Conte Arch. Giuseppe ConteArch. Giuseppe Conte Arch. Giuseppe ConteArch. Giuseppe Conte 11'-012"6'-212"1'-112"1'-1"2'-712"306030602'-11"2'-1112"8'-1112"212"Arch. Giuseppe ConteArch. Giuseppe ConteArch. Giuseppe Conte Arch. Giuseppe ConteArch. Giuseppe Conte Arch. Giuseppe ConteArch. Giuseppe Conte Arch. Giuseppe ConteArch. Giuseppe Conte
Arch. Giuseppe ConteArch. Giuseppe Conte
7'-612"305030505'-0"7'-3"1'-6"3'-0"5'-0"3'-7"Arch. Giuseppe ConteArch. Giuseppe Conte
24'-7"Arch. Giuseppe ConteArch. Giuseppe Conte32'-1112"17'-312"15'-8"1'-2"1'-3"5'-0"3"7'-3"7'-3"5'-012"5'-012"106- SEE WINDOW SCHEDULE FOR SPECS105- SEE SIDING AND ROOF SCHEDULE FOR SPECS11'-8"
10'-5"
11'-4"CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELDecember 19, 202309A10501A106EyTERIOR ELEVATIONS - EyISTING AND PROPOSEDSCALE 1'' с 60'EXTERIORELEVATIONS0BAR SCALE1 inch = ft.306012060
9'-4"4'-1112"2'-112"9'-6"4"9'-0"1'-6"D1D21'-6"1'-6"17'-8"1'-4"1'-6"9'-4"10"4'-0"1'-212"3 4"10"4'-0"3 4"4°9'-4"10"15'-0"14'-10"9'-4"8'-10"10"
4'-0"
3 4"4°9'-4"
10"6'-2"15'-0"14'-10"912"1'-6"4'-1112"1'-4"D1D21'-1112"2'-4"16'-7"EXISTING MASONRY FOUNDATION WALLEXISTING MASONRY FOUNDATION WALL312"14'-4"312"AIR INFILTRATION BARRIER10" SILL PLATE1'-0"1'-0"10'-8"
10'-8"R23 MINERAL WOOL BATT INSULATIONPAD WALL OUT AS NEEDED1'-1"1'-2"1'-2"AIR INFILTRATION BARRIER10" SILL PLATER23 MINERAL WOOL BATT INSULATIONPAD WALL OUT AS NEEDED18'' WIDE X 8'' DEPTH 3,000 PSI MAX CONC.REINFORCE WITH (2) #4 BARS CONTINUOUS3'' 3000 PSI MAX FLOOR SLAB6 MIL POLY VAPOR RETARDER, ALL LAPS AND EDGES SEALED2'' RIGID MINERAL WOOL INSULATION18'' WIDE X 8'' DEPTH 3,000 PSI MAX CONC.REINFORCE WITH (2) #4 BARS CONTINUOUS3'' 3000 PSI MAX FLOOR SLAB6 MIL POLY VAPOR RETARDER, ALL LAPS AND EDGES SEALED2'' RIGID MINERAL WOOL INSULATION18'' WIDE X 8'' DEPTH 3,000 PSI MAX CONC.REINFORCE WITH (2) #4 BARS CONTINUOUS3'' 3000 PSI MAX FLOOR SLAB6 MIL POLY VAPOR RETARDER, ALL LAPS AND EDGES SEALED2'' RIGID MINERAL WOOL INSULATIONFOUNDATION DRAIN CONNECTED TOEXISTING DRY WELL SYSTEM5'-0"GP50682'-2"103- SEE DOOR SCHEDULE105- SEE SIDING AND ROOF SCHEDULE FOR SPECS105- SEE SIDING AND ROOF SCHEDULE FOR SPECS5'-1012"2'-1012"2'-1012"4'-912"
6'-6"CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELDecember 19, 202310A10ϲ02A107STRUCTURAL CROSS SECTION- LOOKING WESTSCALE 1'' = 30'STRUCTURALCROSS SECTIONS0BAR SCALE1 inch = ft.1530603001A107STRUCTURAL CROSS SECTION- LOOKING NORTH (STREET SIDE)SCALE 1'' = 30'02A107STRUCTURAL CROSS SECTION- LOOKING SOUTH (BACKYARD)SCALE 1'' = 30'
CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELDecember 19, 202311A10701A107LIGHT AND VENT SCHEDULENOT TO SCALEMATERIAL TABLES02A107DOOR SCHEDULENOT TO SCALE03A107WINDOW SCHEDULENOT TO SCALE04A107SIDING SCHEDULENOT TO SCALELIGHT AND VENT SCHEDULEROOM NAMEROOM AREA (SQ FT)REQUIRED NATURAL LIGHT(SQ FT)ACTUAL NATURALLIGHT (SQ FT)REQUIREDVENT (SQ FT)ACTUAL VENT (SQFT)EGRESS OPEN'G (SQ FT)NEW DEN- GUESTBEDROOM260.0015.6734.165 (EASTWINDOWS--TRIPLE)10.0 SQF52RANDOM CUT ANDCOLOR- SEE DETAIL ONDOOR SCHEDULETAGMODELUNIT SIETYPECONSTRUCTIONGLASSSPRINGEGRESS (SF)WIDTHHEIGHTVENTAREA(SF)HEADERHEADER HGT.102GP-50685'-0'' X 6'- 81/2''GLIDING PATIO DOORBY ANDERSON-E-SERIESFIBREX(WOOD)GLIDINGDOORLOW-ETEMPERED GLASSNA14.25 SF5'-0''6'-8''14.25SFDRYWALLWITHSTUDS2-2''SIDING AND ROOF SCHEDULETAGPRODUCTCOLORSPECQTY103HARDIE BOARD SIDINGCOBBLESTONE8'' LAP SIDING450 SF104HARDIE BOARD TRIMARTIC WHITE4'' TRIM BOARDS184 LF105STANDING SEAM METAL ROOFINGBLACK24'' WIDTH, 24 GAUGE470 SFWINDOW SCHEDULETAGMODELUNIT SIETYPECONSTRUCTIONGLASSSPRINGEGRESS (SF)WIDTHHEIGHTVENT AREA (SF)REMARKSHEADERHEADER HGT.10020-3050-206'-11 1/2" x 4'-111/2"PICTURE WINDOWWITH FLANKING20-WIDE -SINGLE-HUNGSFIBREX (WOOD)WINDOWLOW-E TEMPEREDGLASSSTANDARD LOCKAND KEEPER66'-11 1/2"4'-11 1/2"6ANDERSON100-SERIESTYPICAL WALLPROFILE (SEENOTES)24''101CMT 30603'0'' x 5'-11'''SINGLE CASEMENTFIBREX (WOOD)WINDOWLOW-E TEMPEREDGLASSCRANKNA3'-1''6'-0''13ANDERSON100-SERIESTYPICAL WALLPROFILE (SEENOTES)22''106CUSTOM3'0'' x 1'-6''SINGLE HUNGFIBREX (WOOD)WINDOWS SERIESSTANDARD LOCKAND KEEPERNA3'-0''1'-6''0ANDERSON100-SERIESTYPICAL WALLPROFILE (SEENOTES)8''