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HomeMy WebLinkAbout20250028 119 Van Dam Modification of Approved Application [FOR OFFICE USE] **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** (Application#) CITY OF SARATOGA SPRINGS DESIGN REVIEW COMMISSION CITY HALL-474 BROADWAY (Date received) SARATOGA SPRINGS, NEW YORK 12866-2296 f� Qffa ro ��� TEL: 518-587-3550 X2533 www.saratoga-springs.org (Project Title) APPLICATION FOR: ARCHITECTURAL/HISTORIC REVIEW Staff Review APPLICANT(S)* OWNER(S) (/fnotappl/cants ATTORNEY/AGENT Name Dennis Gosier&Tiffany Britt Address 119 Van Dam Street Saratoga Springs, NY 12866 Phone 518-859-3061 Email gosier.dennis@yahoo.com Identify primary contact person: 8 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: IN Owner ❑ Lessee ❑ Under option to lease or purchase PROPERTY INFORMATION Property Address/Location: 119 Van Dam Street Tax Parcel #: 165 50 _ 1 _ 47 (for example:/65.52—4—37) Date Acquired by Owner: 10/18/20 Current Zoning District: U R3 Property use: ® Residential ❑ Non-residential/mixed-use Type of Review: 19 Architectural ❑ Historic ❑ Extension/modification (of current approval) Summary description of proposed action: We are seeking approval to construct a new 1 story rear addion (27'x 23 '9"). The additon will be comprised of a kitchen and family room. We plan on using all approved material (cement board siding and aluminum clad windows) in the new addition. We also indented the new addition from the historical home to f eren la e the s ruc ures. Has a previous application been filed with the DRC for this property? ❑ No a Yes—date(s)? 9/1 1/24 -App. No.(s)? Revised 01/2021 **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 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 O 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 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 ❑ 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 O1/2021 ' 4G.1 .5,, CITY OF SARATOGA SPRINGS _ A � s. DESIGN REVIEW COMMISSION City Hall-474 Broadway Saratoga Springs, New York 12866 � QffaT�o ��� 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- residential zoning district • a new, or change to an existing, sign or awning • installation of telecommunications facilities E—Ordinary maintenance or repair that does not involve a change in material, design or outer appearance mpt from Historic or Architectural Review. 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. SEOR Environmental Assessment Form ❑Applicants proposing the following must complete"Part I"of the SEQR Short Environmental Assessment Form(available here: http://www.dec.ny..eov/docs/permits ei ORerationsRdf/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 purchasers)/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. Furthers o , w ree eet all equirements under Article VII for Historic Review or Article VIII for Architectural R aw of t ning de ity of Saratoga Springs. t, Date: 1/15/25 (aRj icant signature) f4 4 4a N4 Date: 1/15/25 (applicant signature) If applicant is not the currently the owner of the property,the current owner must also sign. Owner Signature: Date: 1/15/25 Owner Signature: Date:1/1 5/25 Revised 01/2021 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 fagade, windows, and doors • Rhythm — pattern resulting from repeating building elements such as door/window openings, columns, arches, and other fagade 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 ( .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 City of Saratoga Springs OFFICE OF PLANNING AND ECONOMIC DEVELOPMENT FEES-2023 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 $350/1 st var+$50/app+$150/ea add variance Area Variance-Non-residential $1000/1 st var+$50/app+$200/ea add variance Interpretations $650+$50/app Post Work Application Fee 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 Post Work Application Fee 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 Actioi$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 OPED Fees 5 Page 1 of 1 PROJECT NOTES: 1. DO NOT SCALE DRAWING. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES. 3. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE BUILDING CODES TO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL RE'QUIREHFATTS. 4, THESE PLANS AND SPECIFICATIONS ARE' IN COMPLIANCE WITH 2020 IECC NY STATE ENERGY CODE AND THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE 5. ALL PLUMBING FIXTURES, DRAINS, APPURTENANCES AND APPLIANCES USED TO SERVICE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM OF THE BUILDING OR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATE 6, E'VFRY PLUMBING FIXTURE, DEVICE OR APPLIANCE REQUIRING OR USING WATER FOR ITS PROPER OPERATION SHALL BE DIRECTLY OR INDIRECTLY CONNECTED TO THE WATER SUPPLY IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF IVY STATE 7. THE PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF VENT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SUBJECTED TO PRESSURE' DIFFERENTIAL OR MORE THAN I INCH OF WATER COLUMN. IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NY STATE. 8. ALL ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4" FOR CONCRETE SLABS AND 2" FOR RAMP. 10, ALL REINFORCING STEEL SHALL CONFORM WITH ASTM A-615 GRADE' 60. 11. NOTIFY THE ENGINEER IF ANY FILL OR NON-NATIVE OR WELL-DRAIAFD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. BACK FILL EXCAVATIONS AS SOON AS POSSIBLE. COMPACT CLEAN SOIL To NOT LESS THAN 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 13, BEGINING IMMEDIATLY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES AND MFCHANICAL DISTURBANCES. 14. DESIGN LOADS: 1ST FLOOR: 40 PSF LIVE 10 PSF DEAD 2ND FLOOR: 30 PSF LIVE 10 PSF DEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY. B PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF SOIL GROUP: GROUP 1 15, JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED. 16, LOT SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUAIDATION.THE GRADE AWAY FROM FOUNDATION WALL SHALL FALL A MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MANUFACTURERS SPECIFICATIONS.THE MINIMUM HEARING REQUIREMENTS SHALL BE : 4-112" 0 ENDS & 7-1/2''@ INTERMEDIATE SUPPORTS. 18, HANDRAILS SHALL BE PROVIDED ON ATLFAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BE' 34''AHNIMUM AND 38­MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING. 19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALI, DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. REFERENCE SECTION. R314 AND R315 OF THE NYS RESIDENT1,41, CODE -7- M- 20, THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN THE F 0-5— CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPA TIBILITY 0- 3M- BETWEEN THE FASTENERS (I.E. PLATES. NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT 21, WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 308 OF THE 2020 RESIDENTIAL BUILDING CODE Of' NY STATE. 22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR CHANCES PER HOUR OR LESS AS DETERMINED BY HE BLOWER DOOR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION H1505.4.3 OF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE 23, UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2-PLY 2XI0, FOR OPENINGS >3'0" BUT <5'0'': 3-PLY 2XI0 ALL HEADERS SHALL HAVE DOUBLE JACK STUDS. 24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. 25. WHERE THE FLOOR JOISTS 017ERHAIVC THE FOUNDATION THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. 26, HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH RAFTER OR TRUSS. 27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MORE THAN 400CFAI. 28. WINDOW CONTROL DEVICES WILL RE USED IN THE REQUIRED LOCATIONS. T 29, A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE --------- GARAGE, 30, THE ATTIC ACCESS HATCHWAY WILL HAVE A INSULATION VALUE EQUAL IN R VALUE TO THE ATTIC SPACE .AND WILL HAVE A GASKET SEAL AT THE ACCESS DOOR. ---17� --JL Proudly Designed & Built For: Dennis & Tiffany Gosier 119 Van Dam Street Saratoga Springs, New York 12866 Saratoga Engineering Design, PC > Residential/Commercial Design Plans 0 Douglas W. Adams Professional Engineer&Designer Cell(518)683-6899 -0 0 0 4e r 74 Rolling Hills Drive LL Gansevoort,New York 12831 email:saratogaeiigndesign@nycap.rr.com LL 0 (D U) C: DRAFT M Ili C\1 C) C\j ENGINEERING APPROVAL N D R A W I N G L I S T (D cc NO. SHEET NAME CO VER SHEET (D U) 1 COVERSHEET O 2 EXISTING PLAN VIEWS 3 MODIFIED FND. & 1st FIr. PLAN Tffl,�' /TL'V /1 STAIIIII'V) HY t -E C 0�'('["\�'E,1) PHOF1,',-',"/OAAL 4 EXISTING & MODIFIED ROOF PLAN ["VITUlf"Pl. /T t 1-10/A1/M Of U) 5 EXISTING ELEVATION VIEWS THL \131 YORK [/A,C;1T/0\ 75 0- 0 6 MODIFIED FRONT & REAR ELEVATION 111 T/IT I,' I H/ I/-?T/C/J,,' 14�5) 0') W) 7 MODIFIED ELEVATION VIEWS Lo \W'17-11 71fit" 0 cc 8 BUILDING SECTIONS D/P11"C'170A of, I C\j 9 BUILDING SECTIONS ["VIVUlf"[11 TO ILTL'R A\ /'N'J/ /A U-) 1 U N Y. /F I\ /T[�'J/ 8f IHIA G THf,' C\j 10 BUILDING SECTIONS C:) U) S1,AL 01' IA [,'AGIWJ, 'R C\1 — T HI�' ILTI�'HILA G ["A G/WJ�'p, �,'H;11 3� 11 SITE PLAN co cot/Pily 111/7'[1 W31 YORK PROJECT NOTES: 1. DO NOT SCALE DRAWING. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES. 3. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE BUILDING CODES TO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL RE'QUIREHFATTS. 4, THESE PLANS AND SPECIFICATIONS ARE' IN COMPLIANCE WITH 2020 IECC NY STATE ENERGY CODE AND THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE 5. ALL PLUMBING FIXTURES, DRAINS, APPURTENANCES AND APPLIANCES USED TO SERVICE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM OF THE BUILDING OR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATE 6, E'VFRY PLUMBING FIXTURE, DEVICE OR APPLIANCE REQUIRING OR USING WATER FOR ITS PROPER OPERATION SHALL BE DIRECTLY OR INDIRECTLY CONNECTED TO THE WATER SUPPLY IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF IVY STATE 7. THE PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF VENT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SUBJECTED TO PRESSURE' DIFFERENTIAL OR MORE THAN I INCH OF WATER COLUMN. IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF ,NY STATE. 8. ALL ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR 251 - 9" CONCRETE SLABS AND 2" FOR RAMP. 10, ALL REINFORCING STEEL SHALL CONFORM WITH ASTM A-615 GRADE' 60. 11. NOTIFY THE ENGINEER IF ANY FILL OR NON--NATIVE OR WELL-DRAIAFD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12' - 6" 13' - 3" 12. BACK FILL EXCAVATIONS AS SOON AS POSSIBLE. COMPACT CLEAN SOIL TO NOT LESS THAN 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE 13, BEGINING IMMEDIATLY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES AND MFCHANICAL DISTURBANCES. 14. DESIGN LOADS: 1ST FLOOR: 40 PSF LIVE UP- 10 PSF DEAD 2ND FLOOR: 30 PSF LIVE 0 0 1 10 PSF DEAD 0 SNOW` LOADS: 50 PSF LIVE (GROCIND SNOW L,OADINC) ROOF LOAD: IOPSF DEAD WIND SPEED: 115 MDP, 3 SECOND GUST 25' 9" 27' 911 SEISMIC DESIGN CATEGORY. B PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF SOIL GROUP: GROUP I 15, JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE 2f Of' 23f 9" 21 Off 23w - 9" 21 Off Front Porch to_ tJo__ to- SEALED. =1 1_­-----------------------------------------------------------------------------------------------------------------------------------------................................................................................................................................. 237.56 SF------ 16, LOT SHALL BE GRADED SO AS TO DRAIN SURFACE' WATER AWAY FROM 4-1 4-J 4-J FOUNDATION.THE GRADE AWAY FROM FOUNDATION WALL SHALL FALL A Existing 3257 DH Existing 3257 DH MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. IT.] 17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER ------------ --------------- o ................... --------------- ------ MANUFACTURERS SPECIFICATIONS.THE MINIMUM HEARING REQUIREMENTS SHALL BE, : 4-112" 0 ENDS & 7-1/2''@ INTERMEDIATE SUPPORTS. 18, HANDRAILS SHALL BE PROVIDED ON ATLFAST ONE SIDE OF EACH --------------- ------------ = I AL AL AL AL � STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BE' J� 34 AHNIMUM AND 38 MAXIMUM AS MEASURED ABOVE STAIRTREAD F NOSING. 19. ALL SMOKFICOIHEAT DETECTORS SHALL BE INSTALLED PER LOCAL Cq CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL CY) INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE Ln Ln DETECTOR ALARMS, THEY ALL ALARM. REFERENCE SEC77ONS R314 AND Cq Cq R315 OF THE NYS RESIDENTIAL CODE CY) Cn 20, THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS T 2f - Of' CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN THE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPA TIBILITY BETWEEN THE FASTENERS (I.E. PLATES. NAILS, BOLTS, ECT.) AND Ln V) Existing 2x8 Rough Cut I_3/Ox6/8 Living Room DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS ARE REQUIRED, O.C. 157.41 SF 21, WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH Cn 'Af, SFC77ON 308 OF THE 2020 RESIDENTIAL BUILDING CODE Of' NY STATE. 3" Block, 'Floor joists @ 16' PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT -- --- -- Bedroom #1 Bedroom #2 "77,77 1 1 8'-5 1/2" Flat Ceiling 22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR 4 134.98 SF 157.62 SF L CHANCES PER HOUR OR LESS AS DETERMINED BY HE BLOWER DOOR Foyer 00 TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE 00 ____U 8'-3" Flat Ceiling 8'-3" Flat Ceiling - MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION A0505.4.3 OF ------------- 152.55 SF Cy') 110 110 THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE X 23, UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: -.4- Existing 20" Thick 8'-S 1/2" Flat Ceiling Existing 2' Second Vt + Ln z 4-J V) <5'0'': 3-PLY 2XI0 ALL HEADERS SHALL HAVE DOUBLE JACK Existing 6"x6" FOR OPENINGS <3'00'':2-PLY 2XIO, FOR OPENINGS >3'0'' BUT Stone Foundation FIr. Overhang STUDS. X -------------- 24. CONTROL JOINTS ARE REQUIRED TO BE SAWAT IN BASEMENT FLOOR -------------- Rough Cut Column,1 -1 - - = �; CD SLAB. JOINTS SHOP F__T 0 -I I 5/0x6/8 ------------------------------------------------------------ .... ED BE SPACED BIW 10' AND 15' APART. Cq ------------ 2/6x6/8 2/6x6/8 WHERE THE FLOOR JOISTS 017ERHAIVC THE FOUNDATION THE RATIO 25. 00 OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1, 00 26, HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH + + + co RAFTER OR TRUSS. [UP ul" I I I I X I bn 110 Lt r. z \ I X Cq 27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MORE z co THAN 400CFAI. x Bath 28. WINDOW CONTROL DEVICES WILL RE USED IN THE REQUIRED 2/6x6/8 LOCATIONS. F 29, A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE rq rq 55 84-d CY) 2' - 0" V) GARAGE, Cn Cn IUP I 'UP 30, THE ATTIC ACCESS HATCHWAY WILL HAVE A INSULATION VALUE EQUAL Dining Room CD IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEAL CIO 158.55 SF CIO 2/8x5/O TUB AT THE ACCESS DOOR. Existing 4861 DH Chimney 00 00 C�J-)) Brick 8'-5 1/2" Flat Ceiling)- -1 E ON I 2/6x6/8 2/6x6/8 C) Chimney2/6x6/8 Chase -------------- REF 12 on 0 Existing Foundation Existing 2x6 Wall A Existing Concrete E -------------------- 00 Proudly Designed & Built For: 121 - 8" Ln Fir. Slab 594.71 SF C\1 Cn Kitchen Slab to Top of Floor CY) 131.95 SF Dennis & Tiffany Gosier --------------- I /, -,, --------------------------------- Joists 82" 2 2/6x6/8 ---------7- '4= /6x6/8 8'-5 1/2" Flat Ceiling Lr) Cq Cn 4 Bedroom #3 Bedroom #4 -0 bD C\1 I= 1- 120.88 SF 140.26 SF Demo Existing Kitchen 00 Sitting Room Bath 0 Existing 2x6 Wall 8'-3" Flat Ceiling 8'-3" Flat Cei ing Counter, Cabinets 47.29 SF 26.39 SF 00 119 Van Dam Street Demo Existing X I Existing 3261 DH E/P Basement Window Saratoga Springs, New York 12866 ------- ------------ 1 31 - 4" T - 2" k_1------ E5� L(C�-�L) 3/Ox6/8(Derno)- ------------- ------------------------�7 -------------- ------------17 1 f----------------------------------- Saratoga Engineering Design, PC > 12' - 10 1/2" 12' - 10 1/2" Exi ing 3245 DH (Demo)- Existing 3245 DH (Demo) Note: Existing 3257 DH Existing 3257 DH Residential/Commercial Design Plans ------------ -------------------------------------------- ---------------------------------------------------------------- ------------------------------------------ Existing Walls Both Interior & 0 Demo Existing Covered Porch. 11' - 6" T - 0" 13' - 3" Douglas W. Adams 251 - 9Ff +/- -Covered Porch ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Exterior are Rough Cut 2x Material - -- - - - - ------ Professional Engineer&Designer -49.01 SF (Deck, Stairs, Roof) Cell(518)683-6899 _0 ---f- < 9"271 +/ 0 -------------------------------------------------------- --------------------------------------------- 0 74 Rolling Hills Drive email:saratogaeiigndesign@nycap.rr.com LL _Up� Gansevoort,New York 12831 EXISTING FOUNDATION PLAN EXISTING SECOND FLOOR PLAN it 1 1-011 1/41f 1 1-01f 25' 91f 0 0 25' - 9" DRAFT M oEXISTING FIRST FLOOR PLAN C\j �114 1 -011 ENGINEERING APPROVAL C� > EXISTING PLAN a) cc VIE WS U) 0 G -[\-C" FF ST.1111111"D HY t T)Pj[j (D /T t 11WAT/M Of' W TIA, \13I YORK �'7107-,' f,'/A,C;1T1O\ 75 1, 111 7777J,' M/ 1/-?T/C/J,,' 14.5) 0- C) W S[�Y,71 0\ 7209 FOR) 1A Y H/,,'l,�,O\ C) )5 0 Iff I'll � U['17-11 TV[" CD ri- U-) D/P11"C'170A Of, 1 2 TO A\ /'N'J/ /A �3/�OX6/8 2/6x6/W2/6x6/8 =7 K/6X6/'81== 4\- -- 1\ Y N H/. /F I\ 8f�'tHIA G Y'Hf,' C\j W C:) U) Sf,A[, Of IA [,'AGIWJ�'R /Y' ILTEREI), C\j THI,' CV) cot/Pily 111/7'[1 \[31 YORK T_ PROJECT NOTES: 1. DO NOT SCALE DRAWING. 3 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES" Heated Area Calculations 3. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE BUILDING CODES TO _ a ---- ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL Name Area - --- 1 REQUIREMENTS. 4, THESE PLANS AND SPECIFICATIONS ARE' LV COMPLIANCE WITH 2O20 Boman Kemp 4'-0" Escape Ladder IECC NY STATE' ENERGY CODE AND THE 2020 RESIDENTIAL BUILDING -- -- ---- ExistingStone Foundation Wall p p First Floor Addition 499.00 SF coDF of NY STATE ------------- { 5. ALL PLUMBING FIXTURES, DRAINS, APPURTENANCES AND APPLIANCES �Grand total 499.00 SF - - _ __,_,_ USED TO SERVICE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE j Boman Kemp 5236-60 "Easy Well" (Grate n�° DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM OF THE BUILDING OR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 a o Drill Hole Into Existing Stone & Lexan Cover Not Shown For Clarity) RESIDENTIAL CODE of NY STATE 6. E'VERY PLUMBING FIXTURE, DEVICE OR APPLIANCE REQUIRING OR USING Epoxy Foundation Wall. E in #4 � �� 1 OO a Y WATER FOR ITS PROPER OPERATION SHALL BE DIRECTLY OR INDIRECTLY 14 - E Rebar Rod 2'o.c. Boman KempN 4040 "Easy Buck" & CONNECTED TO THE WATER SUPPLY IN ACCORDANCE WITH THE. 2020 RESIDENTIAL CODE OF NY STATE. " �� Double Insulated Vinyl Window (Typ) r 7. THE, PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF VENT ----------- a New 8 Concrete Foundation Wall `') PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO a ( THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SUBJECTED TO PRESSURE' DIFFERE,VTIAL OR MORE THAN f INCH OF CONCRETE TO EXISTING STONE PIN WATER coLUaLN. IN ACcoftDANGE WITH THE 2ozo RESmEArTIAL coDE of .,.- a A°Y STATE. DETAIL 8. ALL ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH " ' " Foundation Line 0' THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. (� Q 1/2 = 1 -0 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL, HAVE A MAXIMUM SLUMP OF 4" FOR �O v EGRESS WINDOW DETAIL 10, ALL REINFORCING AND 2" FOR RAMP. CONCRETE SLAB. d" � � C STEEL, SHALL, CONFORM t7`/TH ASTM A-615 GRADE' 60. Front Porch---] N Cn C ENGINEER IF ANY FILL OR NON--NATIVE OR WELL-DRAIN'F;D �.. 1/2" = 1'-0" MATERIAL IS ENCOUNTERED AT SUB GRADE, ELEVATIONS. ----238.36 SF-------- r. 12. BACK FILL. EXCAVATIONS AS SOON AS POSSIBLE. COMPACT CLEAN SOIL V) cnTO NOT LESS THAA' 95% OE MAXIMIfM DENSITY AT OPTIMUM MOISTURE CONTENT. W W 13, BEGINING IMMEDIATLY AFTER PLACEMENT, PROTECT CONCRETE FROM O ___ PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES AND MFCHA- --- _ 14. DESIGN�/LOADSCAL /STURBANC,ES. ��_��,, 1ST FLOOR: 40 PSF LIVE - r 10 PSF DEAD p p 2 0 n - 2ND FLOOR: .0 PSF LIVE 1 D PSF DEAD - - SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) M ROOF LOAD: 10 PSF DEAD qp � � WIND SPEED: 115 MDP, 3 SECOND GUST - SEISMIC DESIGN CATEGORY. B �' 4 1/2" N �_ PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF 2' (��� - - _' SAIL GROUP GROUP 1 W �` �' 15, JOINTS, PENETRATIONS,AAND RALL OTHER SUCH OPENINGS IN THE Existing 2x8 Rough Cut BUILDINGL ENVELOPE THAT ARE SOURCE'S OF AIR LEAKAGE MUST BE 3/ox6/8 Living Room _ 3" Block SEALED. 157.41 SF Second Floor _ ' Floor Joists @ 16" O.C. 16. LOT SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM 0 p FOUN'DATION.THE GRADE AWAY FROM FOUNDATION WALL SHALL FALL A 8 'S 1/2 Flat Ceiling 7 c 17. CONTRACTOR THE FIRST 10 FEET OF RUN. n Overhang ------- MINIMUM OF 6"WITHIN ACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MANUFACTURERS SPECIFICATIONS.THE MINIMUM BEARING REQUIREMENTS Foyer �� J � , d SHALL, BE : 4-112" 0 ENDS & 7-1/2'' INTERMEDIATE SUPPORTS. 152.58 SF r 1" ' 18, BE PROVIDED ON ATLFAST ONE SIDE OF EACH HANDRAILS SHAM k ' EX1Sting 3261 DH _ STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BE' 8'-5 1/2" Flat Ceiling Existing 20" Thick 34 MINIMUM AND 38"MAXI.MUM AS MEASURED ABOVE STAIRTREAD Stone Foundation NOSING. n n 19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL Existing 6 x6 CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL ; Rough Cut Column _ INCLUDE THAT ALI DETECTORS BE HARDWIRED SUCH THAT IF ONE S oX6 8 h DETECTOR ALARMS THEY ALL ALARM. REFERENCE SECTIONS R314 AND / / • • o R315 OF THE NYS RESIDENTIAL, CODE ` 00 20, THE AC,Q OR AC, TREATMENT IN PRESSURE TREATED LUMBER IS 00 ------ DP � + I` I I ;' CONSTRUCTIONOSADOWI L IMPACT THE TYPE OF FASTENERS USED IN THE IIEXTERIOR DECK. THEREFORE,COMPA TIBILITY BETWEEN c^i ND PRESSUREHE TREATED LUMBER DESERVES SPECIAL I.E. PLATES. NAILS, BOLTS, ECTION.)HOT RS ( ATTENTION`. HOT DIPPED GALVANIZED OR STAINLESS STEEL, FASTENERS ARE REQUIRED, 216x6�8 N _ 21, WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 308 OF THE 2020 RESIDENTIAL BUILDING CODE OF' NY STATE. 2 - 0 ; M � I II� �I L - 22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR + I UP SD \ Dining Room + CHANCES PER HOUR OR LESS AS DETERMINED BY HE BLOWER DOOR a7 p TEST THE DWELLIAIC SHALL BE PROVIDED WITH WHOLE HOUSE �11 �11 CO 158.55 SF EXi$tirig 4861 DH O �� '� - MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1505.4.3 OF n i ^� THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE 4/Ox6/8 - 8 -5 1/2 Flat Ceiling _ �I ' 23, UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: �, � -7- Existing Brick FOR OPENINGS S3'DO' :2-PLY 2XIO, FOR OPENINGS >3'0'' BUT N N _7 Chimney STUDS. 3-PLY 2X10 ALL HEADERS .SHALL HAVE DOUBLE JACK Chase - , ___ � � ", " STUDS. 24. CONTROL JOINTS ARE REQUIRED TO BE SAWAT IN BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. A �� 25. WHERE THE FLOOR JOISTS 01ERHANG THE FOUNDATION THE. RATIO Existing Concrete E . ; ' Existing Foundation of BACK SPAN To CANTILEVER SHALL NOT BE LESS THAN 3:i. Mr. Slab 594.71 SF - 26, HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH -- RAFTER OR TRUSS. 2 6x6 8 Slab to O1StS O8 Oaf FlOOr, 27. MAKE UP AIR THAN 4000EM.WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MORE 2 N Dining / / „ / -------- 28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED ° Note: LOCATIONS. DHG2430 - DH 136,31 SF - 29 A MIN. OF A 6'' DROP IN GRADE WILL, BE REQUIRED OUT OF THE ` � 00 - All New Exposed Concrete GARAGE. 8 -S 1/2 Flat Ceiling Bath I " 30, THE ATTIC, ACCESS HATCHWAY WILL HAVE .A INSULATION VALUE L'QUAL �� r Shall be Parged IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A CASKET SEAL Pantry 26,39 SF °p Existing 3261 DH I - 2' - 0" 3' _ 5" ' AT THE ACCESS DOOR. O o I � 47.29 SF / , Triple 2x6 Trimmers m E P ` ,n Each End Typ. w Double Up Existing Rim to 1 - 0 - M.O. o w _ =El oc N� Accomadate New Opening 1' 0" 3 , � - 2 1 3 4 x16 LVL Flush Header -� In Fnd. Wall ��__ ___ � ) / r3 - Proud Designed & Built For: C } 6 1' - 0" - 8" Ceiling Drop 1' - 0" Red Circle Indicates Pinning the Q l i Cn co w New Concrete Foundation Wall - � 00 , ai iT �o UPI' to Existing Stone Fnd.Wall. T UPI Dennis & Tiffany Gosier 1 ' g Yp' DHG2430 - DH N c� N , u - FOUNDATION TO FIRST FLOOR STAIRS: 1 3 3 _ New 8" Fnd. Wall to be Poured 1.25"+ �° -� 2x10 @ 16" O.C. ► _ _ � __ �_ /- ( , � ) � � ��, � � ..I (13) RISERS @ 7.8 ' = 8'- 5 1/2" r, ' _tr � ISER 12' - 7" _ , Shorter Than Existing Stone Fnd. Wall w/Blocking 3 - 0 (12) TREADS @ 9 2x4 Wall Framing _ 0 119 Van Dam Street Contractor to Field Verify Actual Height } @ Mid-Spans r� of New Fnd. Wall Such That New& Above. ;dI Saratoga Springs, New DHG3251 - DH C� ON 1 Existing Floor Assemblies Match. '��„ �o York 12866 First Floor Addition 36 x 36 x 12 4 �- ;3" Diameter, 11 Ga. 359.39 SF a so r-+ in 16,900# Min. Load _ r+ U, 8'-5 1/2" Flat Ceiling N Capacity. (Tel-O- .. . 3'x3'x12" thick Concrete o4o Saratoga Engineering Design, PC = o 1 Post or Equal), w ` •� 404 Std. End Plates ) � p g / O Residential/Commercial Design Plans > I � N N N a � _ / Spread Footing w 4 #5 `� o g y DHG2430 - DH J ... _ _ _ -- ® J Rebar Equally Spaced T ical o e ` m �' Typ ) q Y p Yp Douglas W. Adams � � N SD _ � ( n n Professional Engineer&Designee 0 �--+ ,� ' �, Boman Kemp 5236-60 "easy-well"well Cell(518)683-6899 Q 8 o rt co 10 - 101/4 12 - 103/4 p Y- $ - - �� - (grate and lexan cover not shown for _ r - - 3 � _. o % New Foundation = ,� clarity) Boman Kemp 4'-0 escape ladder CO 74 Rolling Hills Drive ------- _ _ p ; email:saratogaenandesi n@n ca .rr.com � / � 438.61 SF� � �' _ � , �_ - ( n n Qansevoort,New York 12831 c c g Y p 4 x6 8 3 - m Boman Kemp 4040 easy-buck and o - DHG3251 - DH 3 _- _ ► -- - 8' 0"+/ TALL ;, 6"x8" by 8 3/4" Deep double insulated vinyl window. See LL Mudroom o FOUNDATIONS - s Beam Pocket w/ (4) 1/4" cross-section, plan, &elevation for 44.92 SF ( / ) 4 thk. Concrete Slab p = cn HPI3068 R.O.=3'-1'x6'-8 1 2" ) Steel Plates t 8'-S 1/2" Flat Ceiling - ( Yp) installation details. cn � �, �, DHG2430 - DH (2)Ply 2x10 sPF#2 w/Fibermesh Reinforcement ► v o (`3 - -o � Red Hatch Indicates 101, c o x� o 4 1/2'°Q 4 g 2" Lip. Typ. HP13068(R.O.=3'-1"x6'-81/2") a �n ' DRAFT 6" thk. Concrete Slab w/ m m Patio ►.n >_n - ► d e _ v o Fibermesh Reinforcement CV N r 135.30 SF". �" cn" _,� -m � � c� ed C\jx _ as o Q r, 8' 2" 15' - 7" �o d Solid Footing Line Indicates ________ ________� ________ _----- __ ________ ENGINEERING APPROVAL C o N d ,� 11' _ 10 1/2" 11' - 10 1/2" 8" Concrete Frost Wall _� n v " > � �. ��. � . . ._�u�,_��. � � MODIFIED FND. _LIP_- 2-2x10 SPF#2 4 cc --- Stairway: 6x6 P.T. Porch Column w/ Vinyl &° S t F L7`. PLAN __ 11 - 10 1/2" 11' - 10 1/2" Max Rise = 7 1/2", Run = 11",Handrail System O "© Wrap &ABU66Z Base Anchor& 111 0 to be 36" High w/ Balusters @ 4" O.C. LPC6Z (Middle Post) P.T. Framing w/Azek Finish 3' - 6 1/2" 3' - 6 1/2" 2' - 0" 5' - 7 1/2" 3' - 6 1/2" 4' - 1 1/2" 23' - 9" LCE4 (Corner Post) ___ _____ '1 1:l I//'f,D f3Y l DR 1 it I\G \11tf3F,R 7, 1�� 15 1/2 (New Addition) Post Caps f,1(11 [1f fi, ll l�' I 1lo/A7/01' Of' W 8' 0" 15' 9" l flf: y 131 YORK ;'l�i'l r, f,'/A C a'rfo\ 75 -- _ _ f, l f1 '/71/ J, ['1/f 1 f�Tf('t,h; 14l 5) NW .�"l,(,"'I10\ 7209 FOR 1 tiY o O0 3 ( �l f,." " ll L, 1.�" ( �1)l f11 'l f l(,' tC) C)= g.... .... f)/P1f,C"1/0\ Of, I GI.C"F.1�'f l) 3 0- MODIFIED FOUNDATION PLAN f VIV f,K To ILTI'x tv /'N'J/ 1 1 Y ld'l Y. /f' 11 /''1'F 1/ F3f, R/1 C '/HF' �o U 1 MODIFIED FIRST FLOOR PLAN �`f,-1/, of t v f,1 G1 v'fJF'H 1�" I1,�'f HEN). 1/4" = 1'-0" i flfl,r f"�l��G f,\�rl f,�x ��fl I 1L U co t//Illy !i/'/f/ l f; 1 YORK f,DLC"9'1f0\ LII1ti". PROJECT NOTES: 1. DO NOT SCALE DRAWING. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES. 3. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE BUILDING CODES TO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL REQUIRF.HFATTS. ® 4 F.CC N P STATE NENERGY�FCODE(AND ATHE I2020 MRESIDE,NTIAL BUILDING CODE OF N7 STATE 5. ALL, PLUMBING FIXTURES, DRAINS, APPURTENANCES AND APPLIANCES USED TO SERVICE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY CON`N`ECTF.D TO THE DRA16°AGE SYSTEM OF THE BUILDING OR 3"/ 12" 3"/ 12" 3"/ 12" PREMISES, IN ACCORDANCE WITH THE. REQUIREMENTS OF THE 2020 3"/ 12" _ RESIDENTIAL, CODE of NY STATE 6. E"VERY PLI,tMBING EIX'TU'RE, DEVICE OR APPLIANCE REQUIRING OR USIAG WATER FOR ITS PROPER OPERATION SHALL BE DIRECTLY OR INDIRECTLY CONNECTED TO THE WATER SUPPLY IN ACCORDANCE WITH THE. 2020 CV RESIDENTIAL CODE OF NY STATE. 7. THE PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF VENT co PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO C0 THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SHINGLE ROOF SHINGLE ROOF SUBJECTED TO PRESSURE' DIFFERENTIAL OR MORE THAN 1 INCH OF 3"/ 12" WATER COLUMN. IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF 3"l 12" NY STATE. 12" Rake 12" Rake 8. ALL ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PS] WITHIN 28 DAYS AND SHALL, HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2" FOR RAMP. 10, ALL, REINFORCING STEEL, SHALL, CONFORM WITH ASTM A-615 GRADE' 60. 11. NOTIFY THE ENGINEER IF ANY FILL OR NON--NATIVE OR WELL-DRAINF;D MATERIAL IS ENCOUNTERED AT SUB GRADE, ELEVATIONS. S" 12. BACK FILL EXCAVATIONS AS SOON AS POSSIBLE. COMPACT CLEAN SOIL TO NOT LESS THAN 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE > 9"/ 12" 9"/ 12" > > 9"/ 12" > CONTENT. 9"/ 12" C Q .. - Q 13, BEGINING IMMEDIATLY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES AND N N N N MECHANICAL DISTURBANCES. 14. DESIGN LOADS: 1ST FLOOR: 40 PSF LIVE 10 PSF DEAD 2ND FLOOR: 30 PSF LIVE 10 PSF DEAD SLATE ROOF SLATE ROOF SLATE ROOF SLATE ROOF SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) Roof LOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY. B PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF SOIL GROUP: GROUP 1 15, JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED. 16, LOT SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUAIDATION.THE GRADE AWAY FROM FOUNDATION WALL SHALL FALL A C\1 CN MINIMUM OF 6"WITHIN THE FIRST 10 FEET OF RUN. 17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER 0) MANUFACTURERS SPECIFICATIONS.THE MINIMUM BEARING REQUIREMENTS SHALL, BE : 4-1/2" 0 ENDS & 7-1/2'' INTERMEDIATE SUPPORTS. 18, HANDRAILS SHALL BE PROVIDED ON ATLFAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BE' 341'MINIIIUM AND 38"MAXI.MUM AS MEASURED ABOVE STAIRTREAD NOSING. 19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL SLATE ROOF SLATE ROOF CODES AND NATIONAL, ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. REFERENCE SECTIONS R314 AND R315 OF THE NYS RESIDENTIAL, CODE 20, THE ACQ OR AC, TREATMENT IN PRESSURE TREATED LUMBER IS N N CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN THE 14 14 CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPA TIBILITY Cz _ , , ,�J BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND �" """" �" PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT N N f�1 N DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS ARE REQUIRED. e-i 21, WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH N SFC77ON 308 OF THE 2020 RESIDENTIAL BUILDING COD Of' NY STATE. CV 22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR CHANGES PER HOUR OR LESS AS DETERMINED BY HE BLOWER DOOR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE SLATE ROOF MECHANICAL, VENTILATION IN ACCORDANCE WITH SECTION M1505.4.3 OF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE CV 23, UNLESS OTHERWISE ,NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2-PLY 2X10, FOR OPENINGS >3'0'' BUT <5'0'': 3-PLY 2X10 ALL HEADERS .SHALL, HAVE DOUBLE JACK 6, STUDS. 24. CONTROL JOINTS ARE REQUIRED TO BE SAWAT IN BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. 25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. 26, HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH SLATE ROOF RAFTER OR TRUSS. 27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MORE THAN 400CFM. 28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIRED LOCATIONS. 29, A MIN. OF A 6'' DROP IN GRAD WILL, BE REQUIRED OUT OF THE GARAGE, 30, THE ATTIC, ACCESS HATCHWAY WILL HAVE A INSULATION VALUE EQUAL IN R VALUE TO THE ATTIC SPACE.AND WILL HAVE A GASKET SEAL AT THE ACCESS DOOR. 12" Overhang Demo Existing 5"/ 12" 5"/ 12" r Covered Porch Roof � Proudly Designed & Built For: a a p SHINGLE ROOF o Dennis & Tiffany Gosier N N 12" Rake UP -- --- j) EXISTING ROOF PLAN Cz SHINGLE ROOF SHINGLE ROOF 1/4" = 1'-011 > > 119 Van Dam Street N N Saratoga Springs, New York 12866 Saratoga Engineering Design, PC i NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENT CALCULATION SHEET Residential/Commercial Design Plans o Douglas W. Adams Required Visible Required Vent Egress 2 1/2"/ 12" 2 1/2"/ 12" Professional Engineer&Designer Q Room Name Room Area Light Light Vent Area Opening Model Description - celusls>6as-6a99 0 O First Floor Addition 359.39 SF 28.75 SF 3.78 SF 14.38 SF 1.93 SF 1.93 SF DHG2430 - DH Aluminum Clad E-Series Double-Hung Window 74 Rolling Hills Drive email:saratogaengnaesign@nycap.rr.com LL Gansevoort,New York 12831 i First Floor Addition 0.00 SF 0.00 SF 10.96 SF 0.00 SF 5.67 SF 5.70 SF DHG3251 - DH Aluminum Clad E-Series Double-Hung Window _ - - _- ------- -- __ - -------- -------- --- - - ---- __----- LL First Floor Addition 0.00 SF 0.00 SF 10.96 SF 0.00 SF 5.67 SF 5.70 SF DHG3251 - DH Aluminum Clad E-Series Double-Hung Window m First Floor Addition 0.00 SF 0.00 SF 10.96 SF 0.00 SF 16.11 SF 16.11 SF HPI3068 Anderson E-Series Glass Door Aluminum Clad o First Floor Addition 0.00 SF 0.00 SF 3.78 SF 0.00 SF 1.93 SF 1.93 SF DHG2430 - DH Aluminum Clad E-Series Double-Hung Window D First Floor Addition 0.00 SF 0.00 SF 3.78 SF 0.00 SF 1.93 SF 1.93 SF DHG2430 - DH Aluminum Clad E-Series Double-Hung Window First Floor Addition 0.00 SF 0.00 SF 10.96 SF 10.00 SF 15.67 SF 15.70 SF DHG3251 - DH Aluminum Clad E-Series Double-Hung Window DRAFT p I First Floor Addition 0.00 SF 0.00 SF 10.96 SF 0.00 SF 5.67 SF 5.70 SF DHG3251 - DH Aluminum Clad E-Series Double-Hung Window d First Floor Addition 28.75 SF 66.14 SF 14.38 SF 44.58 SF N - ---- N Mudroom 44.92 SF 3.59 SF 10.96 SF 1.80 SF 16.11 SF 16.11517 HPI3068 Anderson E-Series Glass Door Aluminum Clad Mudroom 0.00 SF 0.00 SF 3.78 SF 0.00 SF 1.93 SF 1.93 SF DHG2430 - DH Aluminum Clad E-Series Double-Hung Window G - - -.....0 12" Rake ENGINEERING APPROVAL Mudroom 3.59 SF 14.74 SF 1.80 SF 18.04 SF EXISTING m New Foundation 421.89 SF 33.75 SF 12.69 SF 16.88 SF 6.85 SF 6.85 SF 4040 4040 Egress Window cc New Foundation 0.00 SF 0.00 SF 12.69 SF 0.00 SF 6.85 SF 6.85 SF 4040 4040 Egress Window MODIFIED ROOF y ---- -------- MODIFIED-ROOF PLAN New Foundation 33.75 SF 25.38 SF 16.88 SF 13.70 SF 1/411 _ 1,_0,. PLAN (D cn •- i1HF\ THL_ TTF,It L T.1II'F,D BY -1 " DR l i1 I\G \I ItRFR WINDOW SCHEDULE I ICR��'FD PROFFS`SIOA IT p F,AGI\FF,R, IT IS I IIOIITIO\ OF U) Egress Clr Opn'g I/II, y�/,11 YOR STATE I?/)( r 1'I'Z0 y� 0 U Room Name Model Family and Type Rough Width Rough Height Visible Light Vent Area Opening Width Clr 0 n Ht. U-Value Count I a I� 'ZI II I: ('Ill lI''I'I('I,I�, /� w - g - p g _- , ) New Foundation 4040 4040 Basement Egress Window: 4040 4 - 0 1/2 4 - 0 1/2 12.69 SF 6.85 SF 6.85 SF 3 - 9 3/8 3 - 9 3/4 .29 2 DIRF MO of 1 LISGFv RFD 4 N p <varies> DHG2430 - DH Anderson E Series Double Hung: DHG2430 - DH 2' - 4 1/2" 3' - 0 1/2" 3.78 SF 1.93 SF 1.93 SF 1' - 11 11/16" 0' - 11 3/4" .3 4 FvGIvERR TO 1I,TFR 1 ITRIt I� tt) 1\Y H H. IF I\ ITFlI RF 1RI\G THE No U) First Floor Addition DHG3251 - DH Anderson E Series Double Hung: DHG3251 - DH 3' - 2 1/2" 5' - 1 1/2" 10.96 SF S.67 SF 5.70 SF 2' - 9 11/16" 2' - 0 1/4" .3 4 SF IT of I v Fv GI v-FFR IS II,TFRFIJ. c THF, <II,TF,RI\-G' F,\-GI\FF,R HILL .= U PROJECT NOTES: 1. DO NOT SCALE DRAWING. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES. 3. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE BUILDING CODES TO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL RE'QUIREHFATTS. 4, THESE PLANS AND SPECIFICATIONS ARE' IN COMPLIANCE WITH 2020 IECC NY STATE ENERGY CODE AND THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE 5. ALL PLUMBING FIXTURES, DRAINS, APPURTENANCES AND APPLIANCES USED TO SERVICE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM OF THE BUILDING OR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATE 6, E'VFRY PLUMBING FIXTURE, DEVICE OR APPLIANCE REQUIRING OR USING WATER FOR ITS PROPER OPERATION SHALL BE DIRECTLY OR INDIRECTLY CONNECTED TO THE WATER SUPPLY IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NY STATE. 7. THE PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF VENT PIPING THAT WILL ALL,ON` THE ADMISSION OR F,MISSION OF AIR SD THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SUBJECTED TO PRESSURE' DIFFERENTIAL OR MORE THAN I INCH OF WATER COLUMN. IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF ,NY STATE. 8. ALL ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2" FOR RAMP. 10, ALL REINFORCING STEEL SHALL CONFORM WITH ASTM A-615 GRADE' 60. 11. NOTIFY THE ENGINEER IF ANY FILL OR NON-NATIVE OR WELL-DRAIAFD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. BACK FILL EXCAVATIONS AS SOON AS POSSIBLE. COMPACT CLEAN SOIL TO NOT LESS THAN 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 13, BEGINING IMMEDIATLY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES AND MECHANICAL DISTURBANCES. 14. DESIGN LOADS: Z, zz 1ST FLOOR: 40 PSF LIVE 10 PSF DEAD 2ND FLOOR: 30 PSF LIVE 10 PSF DEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY. B '7 PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF SOIL GROUP: GROUP I 15, JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE F--------7 FP 0 BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED. 16, LOT SHALL BE GRADED SO AS TO DRAIN SURFACE' WATER AWAY FROM LA FOUAIDATION.THE GRADE AWAY FROM FOUNDATION WALL SHALL FALL A MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MANUFACTURERS SPECIFICATIONS.THE MINIMUM HEARING REQUIREMENTS SHALL BE : 4-112" 0 ENDS & 7-1/2''@ INTERMEDIATE SUPPORTS. L-U 18, HANDRAILS SHALL BE PROVIDED ON ATLFAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BE' 34''MINIMUM AND 38­MAXIMUM AS MEASURED ABOVE STAIRTREAD # NOSING. 19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND ,'NATIONAL, ELECTRICAL CODE STANDARDS. THIS SHALL ME MINCLUDE THAT ALL, DETECTORS BE HARDA`IRED SLfCH THAT !F ONE DETECTOR ALARMS, THEY ALL ALARM. REFERENCE SECTIONS R314 AND R315 OF THE NYS RESIDENT1,41, CODE O 0 20, THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN THE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPA TIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND DIPPED C,Al.VANI7,E'D OR STAINLESS STEEL FASTENERS ARE REQUIRED. 21, WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 308 OF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR � C,HAA`C,ES PER HOi.`R OR LESS AS DETERMINED BY HE BLOWER DOOR TEST, THE DWELLING SHALL BE PROVIDED H11 H WHOLE HOUSE MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION H1505.4.3 OF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE J 23, UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: <5'0'': 3-PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACK STUDS. L 24. CONTROL JOINTS ARE REQUIRED TO BE SAWAT IN BASEMENT FLOOR )i ir SLAB. JOINTS SHOULD BE SPACED BIW 10' AND 15' APART. —FFF— 25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1, 26, HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH j) EXISTING REAR ELEVATION EXISTING RIGHT SIDE ELEVATION RAFTER OR TRUSS. ` MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MORE 1/411 1'-OIL �114 �= V-011 THAN 400CFAI. 28. WINDOW CONTROL DEVICES WILL RE USED IN THE REQUIRED LOCATIONS. 29, A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE, 30, THE ATTIC ACCESS HATCHWAY WILL HAVE A INSULATION VALUE EQUAL IN R VALUE TO THE ATTIC SPACE.AND WILL HAVE A GASKET SEAL AT THE ACCESS DOOR. Proudly Designed & Built For: Dennis & Tiffany Gosier '7 '7 119 Van Dam Street Saratoga Springs, New York 12866 Saratoga Engineering Design, P > Residential/Commercial Design Plans 0 0 0 0 '7 Douglas W. Adams Professional Engineer&Designer Cell(518)683-6899 -0 0 0 74 Rolling Hills Drive email:saratogaeiigiidesign@nycap.rr.com LL ansevoort,New or 12831 LL (D U) 0 7— U) C: ONE DRAFT 7- 1,7 0 0 O ENGINEERING APPROVAL N EXISTING > IN E he im M cc ELE VA TION U) VIEWS 0 ",z H-HEY THI,'� ITFII IS ��"TAVPFTJ BY I 111,�`CIFYIQFD PROFFSS[OA-All F\-GI\FFR, IT IS I IfOLMOV OF EXISTING FRONT ELEVATION EXISTING LEFT SIDE ELEVATION THE \F11 YORK STATE 0)[ C/1170A C0 75 -�l 1�4-- = V-�0 1/411 1 1-011 11111' 71777J,' 11// 14O 5) C) I W SEC TIO\ I209 FOR INY Rl"'ISO V 6 0 \01'1�11�N 11/1 1", DDER, TH[' C) ry- U-) T)[PFCTfO,\- OF I 1JSCFA-RFD 6j TO I[TFR) 1\- ITFII IA- Lo C\j 1 V) H 1) IF IV ITFJI RF.IP,[.\-G THE W C:) U) SEI[ OF IA- IS 11,TFRFT), C\1 THF IUFRIA-G F,\GI\FF,R HILLCY) C011P11" WITH UN YORK STJTF PROJECT NOTES: 1. DO NOT SCALE DRAWING. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES. 3. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE BUILDING CODES TO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL RE'QUIREHFATTS. 4, THESE PLANS AND SPECIFICATIONS ARE' IN COMPLIANCE WITH 2020 IECC NY STATE ENERGY CODE AND THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE 5. ALL PLUMBING FIXTURES, DRAINS, APPURTENANCES AND APPLIANCES USED TO SERVICE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM OF THE BUILDING OR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATE 6, E'VFRY PLUMBING FIXTURE, DEVICE OR APPLIANCE REQUIRING OR USING WATER FOR ITS PROPER OPERATION SHALL BE DIRECTLY OR INDIRECTLY CONNECTED TO THE WATER SUPPLY IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF IVY STATE 7. THE PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF VENT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SUBJECTED TO PRESSURE' DIFFERENTIAL OR MORE THAN I INCH OF WATER COLUMN. IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF ,NY STATE. 8. ALL ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2" FOR RAMP. 10, ALL REINFORCING STEEL SHALL CONFORM WITH ASTM A-615 GRADE' 60. 11. NOTIFY THE ENGINEER IF ANY FILL OR NON-NATIVE OR WELL-DRAIAFD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. BACK FILL EXCAVATIONS AS SOON AS POSSIBLE. COMPACT CLEAN SOIL To NOT LESS THAN 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 13, BEGINING IMMEDIATLY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES AND MFCHANICAL DISTURBANCES. 14. DESIGN LOADS: 1ST FLOOR: 40 PSF LIVE 10 PSF DEAD 2ND FLOOR: 30 PSF LIVE 10 PSF DEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSF DEAD 0 WIND SPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY. B PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF ZNI 0 SOIL GROUP: GROUP I 15, JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED. 16, LOT SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUAIDATION.THE GRADE AWAY FROM FOUNDATION WALL SHALL FALL A At/ MUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MANUFACTURERS SPECIFICATIONS.THE MINIMUM HEARING REQUIREMENTS SHALL BE : 4-112" 0 ENDS & 7-1/2'' INTERMEDIATE SUPPORTS. 18, HANDRAILS SHALL BE PROVIDED ON ATLFAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BE' 34''AHNIMUM AND 38­MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING. 19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDIFIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. REFERENCE SECTIONS R314 AND R315 OF THE NYS RESIDENTIAL CODE 20, THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN THE ZNI ZNI ZNI CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPA TIBILITY BETWEEN THE FASTENERS (I.E. PLATES. NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT DIPPED C,ALVA,NIZE'D OR STAINLESS STF,F,L, FASTENERS ARE RE'QUIREU. ri 21, WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH FT—FT SECTION 308 OF THE 2020 RESIDENTIAL BUILDING CODE Of' NY STATE. 22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR CHANCES PER HOUR OR LESS AS DETERMINED BY HE BLOWER DOOR IsTEST, THE DWELLI:h°G SHALL BE PROVIDED NfITH WHOLE HOUSE MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION H1505.4.3 OF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE 23, UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2-PLY 2XI0, FOR OPENINGS >3'0'' BUT N a M 0 N M 1 11 11 M <5'0'': 3-PLY 2XI0 ALL HEADERS SHALL HAVE DOUBLE JACK 4. CONTROL JOINTS ARE REQCIRED TO BE SAWN !N BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. 25. WHERE THE FLOOR JOISTS 017ERHAIVC THE FOUNDATION THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1, 26, HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH MODIFIED FRONT ELEVATION RAFTER OR TRUSS. 27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MORE 1/411 = 1'-0" THAN 400CFAI. 28. WINDOW CONTROL DEVICES WILL RE USED IN THE REQUIRED LOCATIONS. 29, A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE, 30, THE ATTIC ACCESS HATCHWAY WILL HAVE A INSULATION VALUE EQUAL IN R VALUE TO THE ATTIC SPACE.AND WILL HAVE A GASKET SEAL AT THE ACCESS DOOR. Proudly Designed & Built For: Dennis & Tiffany Gosier 119 Van Dam Street Saratoga Springs, New York 12866 Saratoga Engineering Design, PC > Residential/Commercial Design Plans 0 Douglas W. Adams Professional Engineer&Designer Cell(518)683-6899 -0 < NOTE: I- - 0 Existing Second Floor Window 0 74 Rolling Hills Drive email:saratogaeiigiidesign@nycap.rr.com LL Ht. to be Verified Such That ansevoort,New York o '7 New Roof Truss Will Not Lj- zNil o Impede on Existing Second (D L I- Floor Windows 0 James Hardie 1x4 (D Freeze Board Typ. - -------- U) DRAFT ----- Aluminum Gutters & Downspouts M --- Typ. Each Side of New Addition Ili nommom owlsoomm� C\j C) C\j James Hardie 1x4 James Hardie Board Plank Trim Typ. Siding w/ 8" Exposure. Typ. ENGINEERING APPROVAL o '7 C� m Jaes Hardie 1x4 -p- MODIFIED > o Trim Boards Typ. CC FRONT & REJAIR U) ELE VA TION 0 H-HEY THI,'" ITFII IS STHIPET) BY I DRAtHYG -E 111,�"(IMIQFD PROFFSS[OAA11 (D -C'IF OF FR� IT IS I I I OL I Tf 0 C/) TV[ W31 YORK 11 1)(, C/I TIOA 75 W - - -—- - -.. . ... . . [1(710\ ''20) FOR INY RI,F ISO V CY) ) 7 0 ffl, 1", DDER) THE C) ri- MODIFIED REAR ELEVATION U-) LA.. --—----- T)IP1F'CT,fOY ,OF I 6 6� 0- ---- 1'-0" TO I[TFR) 1\- ITFII IA- Lo 0 C\j W 1 VY H H7. IF IV ITFJI RF.IP,[.\-G THE C:) U) SEI[ OF IY IS 11,TFRFT), C\1 THF IUFRIA-G F,\GI\FF,R HILLCY) C011P11" WITH \F[I YORK STJTF PROJECT NOTES: 1. DO NOT SCALE DRAWING. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES. 3. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE BUILDING CODES TO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL RE'QUIREHFATTS. 4, THESE PLANS AND SPECIFICATIONS ARE' IN COMPLIANCE WITH 2020 IECC NY STATE ENERGY CODE AND THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE 5. ALL PLUMBING FIXTURES, DRAINS, APPURTENANCES AND APPLIANCES USED TO SERVICE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM OF THE BUILDING OR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATE 6, E'VFRY PLUMBING FIXTURE, DEVICE OR APPLIANCE REQUIRING OR USING WATER FOR ITS PROPER OPERATION SHALL BE DIRECTLY OR INDIRECTLY CONNECTED TO THE WATER SUPPLY IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF IVY STATE. 7. THE PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF VENT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SUBJECTED TO PRESSURE' DIFFERENTIAL OR MORE THAN I INCH OF WATER COLUMN. IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF ,NY STATE. 8. ALL ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2" FOR RAMP. 10, ALL REINFORCING STEEL SHALL CONFORM WITH ASTM A-615 GRADE' 60. ZNI 11. NOTIFY THE ENGINEER IF ANY FILL OR NON-NATIVE OR WELL-DRAIAFD i FTI MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. BACK FILL EXCAVATIONS AS SOON AS POSSIBLE. COMPACT CLEAN SOIL TO NOT LESS THAN 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 13, BEGINING IMMEDIATLY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES AND Ay 14. DESIGN LOADS: 1ST FLOOR: 40 PSF LIVE 10 PSF DEAD 2ND FLOOR: 30 PSF LIVE 10 PSF DEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY. B PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF SOIL GROUP: GROUP 1 15, JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE 16, LOT SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUAIDATION.THF GRADE AWAY FROM FOUNDATION WALL SHALL FALL A j 17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MANUFACTURERS SPECIFICATIONS.THE MINIMUM BEARING REQUIREMENTS SHALL BE : 4-112" 0 ENDS & 7-1/2''@ INTERMEDIATE SUPPORTS. 18, HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BE' 7- 34''AHNIMUM AND 38­MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING. 19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALI, DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR AL,ARRIS, THEY ALL ALARM. REFE'RE".VCE SECTIONS R314 A.VU 0 315 OF THE NYS RESIDENTIAL CODE 20, THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTE:�rF,RS ITSED IN THE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPA TIBILITY BETWEEN THE FASTENERS (I.E. PLATES. NAILS, BOLTS, ECT.) AND PRESSCRE TREATED LIiMBER DESERVES SPF,CIAL, ATTENTION. HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS ARE REQUIRED, LIE 21, WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SFC77ON 308 OF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 22. WHERE THE AIR INF L TION RATE OF THE DWELLING IS 3 AIR CHANCES PER HOUR OR LESS AS DETERMINED BY HE BLOWER DOOR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE 23, UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2-PLY 2XI0, FOR OPENINGS >3'0'' BUT ir <5'0'': 3-PLY 2XI0 ALL HEADERS SHALL HAVE DOUBLE JACK STUDS. 24. CONTROL JOINTS ARE REQUIRED TO BE SAWAT IN BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED BIW 10' AND 15' APART. 25. WHERE THE FLOOR JOISTS 017ERHAIVC THE FOUNDATION THE RATIO MODIFIED RIGHT SIDE ELEVATION OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. 26, HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH RAFTER OR TRUSS. 27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MORE THAN 400CFAI. 28. WINDOW CONTROL DEVICES WILL RE USED IN THE REQUIRED LOCATIONS. 29, A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE, 30, THE ATTIC ACCESS HATCHWAY WILL HAVE A INSULATION VALUE EQUAL IN R VALUE TO THE ATTIC SPACE.AND WILL HAVE A GASKET SEAL AT THE ACCESS DOOR. Proudly Designed & Built For: Dennis & Tiffany Gosier AV 119 Van Dam Street Saratoga Springs, New York 12866 Saratoga Engineering Design, PC > Aluminum Gutters & Downspouts o Residential/Commercial Design Plans 0 Typ. Each Side of New Addition Douglas W. Adams Professional Cell(518)683-6899 -0 < 0 0 74 Rolling Hills Drive email:saratogaeiigiidesign@nycap.rr.com LL LL (D 7�7 7�7 0 U) ZNI DRAFT C\j C) C\j ENGINEERING APPROVAL N - - - - - - - - - - MODIFIED > - - - - - - - - - - - - - - - - - - - cc ELE VA TION < TET] (D 0 . . . U) VIEWS 4 MODIFIED LEFT SIDE ELEVATION 1/4" I- H-HEY THI,' ITFII IS �TAVPFTJ BY I PROFFSS[OA-All (D F\-GI\FFR, IT IS I IfOLMOV OF C0 TV[ VI,N YORE STATE 1, C/I TIOA 75 11111 71777J, 11// 11-NIC011, 145) C) W St"(1770\ i209 FOR INY Rl"'ISOV 00 77 0 \/1F1iN11iNN 11/1 1", DDER, TH[' C) ry- U-) T)[PFCTfO,\- OF I 1,FQCFA-�FD 7 6j TO 1ITFR 1\- ITFII IA- Lo C\j W 1 VY H H7. IF I V ITFJI RF.IP,[.\-G THE C:) U) SE11, OF IA- IS 11,TFRFT), C\1 THF 11,TFRIA-G F,\GI\FF,R HILLCY) ,r,- C011P11" WITH UN YORK STJTF PROJECT NOTES: 1. DO NOT SCALE DRAWING. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES. 3. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE BUILDING CODES TO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL RE'QUIREHFATTS. 4, THESE PLANS AND SPECIFICATIONS ARE' IN COMPLIANCE WITH 2020 IECC NY STATE ENERGY CODE AND THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE 5. ALL PLUMBING FIXTURES, DRAINS, APPURTENANCES AND APPLIANCES USED TO SERVICE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM OF THE BUILDING OR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATE 6, E'VFRY PLUMBING FIXTURE, DEVICE OR APPLIANCE REQUIRING OR USING WATER FOR ITS PROPER OPERATION SHALL BE DIRECTLY OR INDIRECTLY CONNECTED TO THE WATER SUPPLY IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF IVY STATE 7. THE PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF VENT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SUBJECTED TO PRESSURE' DIFFERENTIAL OR MORE THAN I INCH OF WATER COLUMN. IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF ,NY STATE. 8. ALL ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2" FOR RAMP. 10, ALL REINFORCING STEEL SHALL CONFORM WITH ASTM A-615 GRADE' 60. 11. NOTIFY THE ENGINEER IF ANY FILL OR NON-NATIVE OR WELL-DRAIAFD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. BACK FILL EXCAVATIONS AS SOON AS POSSIBLE. COMPACT CLEAN SOIL TO NOT LESS THAN 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 13, BEGINING IMMEDIATLY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES AND MECHANICAL, DISTURBANCES. 14. DESIGN LOADS: 1ST FLOOR: 40 PSF LIVE 10 PSF DEAD 2ND FLOOR: 30 PSF LIVE 10 PSF DEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY. B PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF SOIL GROUP: GROUP 1 15, JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED. 16, LOT SHALL BE GRADED SO AS TO DRAIN SURFACE' WATER AWAY FROM FOUNDATION.THE GRADE AWAY FROM FOUNDATION WALL SHALL FALL A MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MANUFACTURERS SPECIFICATIONS.THE MINIMUM HEARING REQUIREMENTS SHALL BE, : 4-112" 0 ENDS & 7-1/2''@ INTERMEDIATE SUPPORTS. 18, HANDRAILS SHALL BE PROVIDED ON ATLFAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BE' 34''AHNIMUM AND 38­MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING. NOTE: 19. ALL S,dIOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL Existing Second Floor Window INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. REFERENCE SECTIONS R314 AND Ht. to be Verified Such That R315 OF THE NYS RESIDENTIAL CODE New Addition Roof Will Not 20, THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN THE Impede on Existing Second CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPA TIBILITY BETWEEN THE FASTENERS (I.E. PLATES. NAILS, BOLTS, ECT.) AND Floor Windows PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS ARE REQUIRED, 0 0 21, WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 308 OF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR 23' - 9" CHANCES PER HOUR OR LESS AS DETERMINED BY HE BLOWER DOOR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE R-49 Batt MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION H1505.4.3 OF Ridge Vent0 50/10/10 NYS Approved Truss @ 24" O.C. THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE Barrier & Proper Vent 23, UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: W/ 8" Heel FOR OPENINGS <3'00'':2-PLY 2XI0, FOR OPENINGS >3'0'' BUT Insulation w/Vapor A <5'0' L HAVE DOUBLE JACK Vented Soffit (Hardie Soffit or Equal) - E I — 1 0 Asphalt Shingles STUDS. 3-PLY 2XIO ALL HEADERS SHALL, " I A2 11 • 5/8" OSB Roof Sheathing w/ 'H' Clips 24. CONTROL JOINTS ARE REQUIRED TO BE SAWAT IN BASEMENT FLOOR Crown Molding (Match Existing) A10, -- -- SLAB. JOINTS SHOULD BE SPACED B/W 10 AND 15 APART. Ice &Water Sheild Grace or Equal Over 25. WHERE THE FLOOR JOISTS 017ERHAIVC THE FOUNDATION THE RATIO 1x8 Fascia Board (Match Existing) ---Roof Trusses @ 24" O.C. OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. Entire Roof 26, HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH RAFTER OR TRUSS. MM—cy 27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MORE \ TXT� THAN 400CFAI. First Floor - Top of Plate (Match Existing) y ly First Floor - Top of Plate _(Match Existing�—#� 28. WINDOW CONTROL DEVICES WILL RE USED IN THE REQUIRED (2) 1 3/4"x16"LVL Flush Header �0 LOCATIONS. Aluminum Gutters & Downspouts — 2x6 Stud Wall @ 16" O.C. SPF#2 29, A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE, Typ. Each Side of New Addition 1 2 GWB P- • 7/16" OSB Sheathing 30, THE ATTIC ACCESS HATCHWAY WILL HAVE A INSULATION VALUE EQUAL IN R VALUE TO THE ATTIC SPACE.AND WILL HAVE A GASKET SEAL Strong Drive SDWC Tyvek House Wrap AT THE ACCESS DOOR. Truss Screw Horizontal Siding 8" Exposure(Hardie First Floor Addition Board or Equal) 359.39 SF R-21 Batt Insulation w/Vapor Barrier it • Ln Ln Proudly Designed & Built For: I I � bo Dennis & Tiffany Gosier First Floor-Top of Sheathing (Match Existing)_ First Floor-Top of Sheath in ng_(Match Existing 119 Van Dam Street ----------------- =C14­111 Saratoga Springs, New 2x10 @ 16" O.C. w/Blocking @ Mid-Spans R-30 Insulation Top of NEW Fnd. Wall A", York 12866 --------- Top of NEW Fnd. Wall 3/4" T&G Advantech 2x6 P.T. Sill Plate w/ Sill Sealer Sheathing —-----— 1/2" Dia. Steel Anchor Bolt @ 6' Saratoga Engineering Design, PC > Slope Finished Grade Away From Well O.C. & 1' for Each Corner, 10' Lg. (2)-Ply 13 4"x 9 1/4"LVL Residential/Commercial Design Plans I a M 0 New Foundation Boman & Kemp 5236-60 # 4 Rebar Cont. @ Midpoint Douglas W. Adams "Easy Well W/ Cover 0 Professional Engineer&Designer -0 and Top r-4 Cell(518)683-6899 o Bomen Kemp 4'-0" Escape Ladder R-21 FSK Blanket Insulation iv 0 (When Exit Ht. Exceedds 44") 74 Rolling Hills Drive Gansevoort,New York 12831 email:saratogaeiigndesign@nycap.rr.com LL 11/2" #4 Rebar @ 48" O.C.Rigid Foam. Al Gravel Base Lj- Remove After Slab is Damp Proof to Grade Poured, 8" Th k. Concrete Fnd. Wall 0 Lh Top of Footing - New 4 4 Top of FootingNew I TT- 77777T77 T7 F-FT-777""I 777­77 0 36"x 36" 10"X20" Concrete Ftg. C: 1:—::::::LU �(3) Undisturbed Earth w/ (2) #4 Rebar Cont. DRAFT , C\j 4" Thk. Concrete Floor Slab with C) C\j Fibermesh Reinforcement 6 Mil Poly Vapor Barrier ENGINEERING APPROVAL N > j) FIRST FLOOR ADDITION SECTION BUILDING (1) CC 3/811 = 1 1-011 SECTIONS U) 0 [Tffl,�\' STA11111"D HY t T)Pj[j-[\-C" \-(-I[3F F, 0 ["VITUlf"Pl. /T t 110/A770\ Of' C0 TIA, \131 YORK ;7107-, f,'/A,C;1T1O\ 75 1, 111 7777J,' M/ 1/-?T/C/J,,' 14.5) 0 W S[,Y,71 0 72 0 9 FOR) 1A Y Rh,'l 0 0 HL, \W'17-11 Tfit" C) ry- U-) D/P11"C'170A Of, I EI. F.A 6i ["\G1/\['f'/-1)11TO ILTIJ)l A\ /'N'J/ /A C\j Lr) M/ N lflf,' W C:) U) Sf,'AL Of IA [,'AGIWJ�'R /Y' ILTEREV), C\j THI,' 101,'HILAG ["AG/\[J R ,'H;11 L cot//Illy 111/7'[1 \[31 YORK ,"TAT[,' PROJECT NOTES: 1. DO NOT SCALE DRAWING. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER OF NOTE: ANY DISCREPANCIES. Existing Second Floor Window 3. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE BUILDING CODES TO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL Ht. to be Verified Such That REQUIREHFATTS. 4, THESE PLANS AND SPECIFICATIONS ARE' IN COMPLIANCE WITH 2020 New Addition Roof Will Not IECC NY STATE ENERGY CODE AND THE 2020 RESIDENTIAL BUILDING OF NY Impede on Existing Second 5 CODE. ALL PLUMBI STATE NG FIXTURES, DRAINS, APPURTENANCES AND APPLIANCES Floor Windows USED TO SERVICE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM OF THE BUILDING OR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATE 6, E'VFRY PLUMBING FIXTURE, DEVICE OR APPLIANCE REQUIRING OR USING WATER FOR ITS PROPER OPERATION SHALL BE DIRECTLY OR INDIRECTLY CONNECTED TO THE WATER SUPPLY IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF IVY STATE Ridge Vent 0 50/10/10 NYS Approved Truss @ 24" O.C. 7. THE PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF VENT R-49 Batt Insulation w/Vapor PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO W/ 8" Heel THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE Barrier & Proper Vent SUBJECTED TO PRESSURE' DIFFERENTIAL OR MORE THAN I INCH OF Vented Soffit (Hardie Soffit or Equal) 0 Asphalt Shingles WATER COLUMN. IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF 0 5/8" OSB Roof Sheathing w/ 'H' Clips NY STATE. 8. ALL ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH Crown Molding (Match Existing) • Ice &Water Sheild Grace or Equal Over THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI 1x8 Fascia Board (Match Existing) Entire Roof WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2" FOR RAMP. 10, ALL REINFORCING STEEL SHALL CONFORM WITH ASTM A-615 GRADE' 60. 'TX-V 11. NOTIFY THE ENGINEER IF ANY FILL OR NON-NATIVE OR WELL-DRAIAFD First Floor - Top of Plate (Match Existing) -� Y- )� 1 00 First Floor - Top of Plate (Match Existing MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. VE�! - - —. --- --------------- 12. BACK FILL EXCAVATIONS AS SOON AS POSSIBLE. COMPACT CLEAN SOIL 2-2x10 SPF#2 2-2x10 SPF#2 TO NOT LESS THAN 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE • 2x6 Stud Wall @ 16" O.C. SPF#2 CONTENT. 1/2" GW13 7/16" OSB Sheathing 13, BEGINING IMMEDIATLY AFTER PLACEMENT, PROTECT CONCRETE FROM Strong Drive SDWC PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES AND Tyvek House Wrap MECHAN'TCAL DISTURBANCES. •Truss Screw 14. DESIGN LOADS: Horizontal Siding 8" Exposure(Hardie 1ST FLOOR: 40 PSF LIVE 10 PSF DEAD Board or Equal) 2ND FLOOR: 30 PSF LIVE • R-21 Batt Insulation w/Vapor Barrier 10 PSF DEAD LOADS: 50 PSF LIVE (GROUND SNOW LOADING) SNO W Patio ROOF LOAD: 10 PSF DEAD 135.30 SF WIND SPEED: 115 MDP, 3 SECOND GUST Lf) SEISMIC DESIGN CATEGORY. B Mudroom PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF � Fypon Handrail & 44.92 SF � SOIL GROUP: GROUP I 15, JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE Ballusters BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED. 16. LOT SHALL B, GRADED SO AS TO DRAINAWAY FROM OUVDATION.THE GRADE AWAY FROM FOUNDATION WALL SHALL FALL A MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 2x10 @ 16" O.C. w/Blocking @ Mid-Spans 17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MANUFACTURERS SPECIFICATIONS.THE MINIMUM BEARING REQUIREMENTS SHALL BF, : 4-112" 0 ENDS & 7-1/2''@ INTERMEDIATE SUPPORTS. First Floor-To st HANDRAILS SHALL BE PROVIDED ON ATLFAST ONE SIDE OF EACH p of Sheathing_(Match Existing) First Floor-Tor) of Sheathing (Match Exi—in4 ............ 18, STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BE' o 2 J1, 4- R-30 Insulation 34 'HINIMUM AND 38­MAXIMUM AS MEASURED ABOVE STAIRTREAD — Top of NEW Fnd. Wall Ln 4 Top of NEW Fnd. Wall 19 NOSING. . S AND NATIONAL ELECTRICAL CODE S CODE TAMOKE CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL NDARDS. THIS SHALL 3/4" T&G Advantech 2x6 P.T. Sill Plate w/ Sill Sealer INCLUDE THAT ALL, DETECTORS BE HARDWIRED SUCH THAT IF ONE Sheathingl` Red Hatch Indicates R315 OF THE NYS RESIDENT1,41, CODE 6" thk. Concrete Slab > 1/2" Dia. Steel Anchor Bolt @ 6' 20, THE ACQ OR AC TREATMENT IN PRESSUREL TREATED UMBER IS o< CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN THE w/ Fibermesh O.C. & 1' for Each Corner, 10' Lg. 2" Lip, Typ, CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES. NAILS, BOLTS, ECT.) AND Reinforcement PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT 8" Thk. Concrete # 4 Rebar Cont. @ Midpoint DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS ARE REQUIRED, 21, WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH Frost Wall New Foundation and Top SECTION 308 OF THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR CHANCES PER HOUR OR LESS AS DETERMINED BY HE BLOWER DOOR 430.61 SF R-21 FSK Blanket Insulation TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE t 4" Thk. Concrete Floor Slab with aMECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1505.4.3 OF —I I I I- I - "1 -7 #4 Rebar @ 48" O.C. THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE Fibermesh Reinforcement 23, UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2-PLY 2XI0, FOR OPENINGS >3'0'' BUT 6 Mil Poly Vapor Barrier 7�' <5'0'': 3-PLY 2XIO ALL HEADERS SHALL HAVE DOUBLE JACK Damp Proof to Grade STUDS. 8" Thk. Concrete Fnd. Wall 24. SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. - New Top of Foo ing New 25. WHERE THE FLOOR JOISTS 017ERHAIVC THE FOUN Top of Footing DATION THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1, 26, HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH 10"x20" Concrete Ftg. RAFTER OR TRUSS. -7-7-1 27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MORE w/ (2) #4 Rebar Cont. THAN 400CFAI. 28. WINDOW CONTROL DEVICES WILL RE USED IN THE REQUIRED I alu LI LLU 11 1 1 -1 1 LOCATIONS. 15' - Tf 8' 2" 29, A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE C,ARAC, 30, THE ATTIC, ACCESS HATCHWAY WILL HAVE A INSULATION VALUE EQUAL 23f 9" IN R VALUE TO THE ATTIC SPACE.AND WILL HAVE A GASKET SEAL AT THE ACCESS DOOR. MUD-ROOM SECTION �3/8" 1 f-011 Existing 2x8 Rough Cut Proudly Designed & Built For: Floor joists @ 16" O.C. Dennis & Tiffany Gosier 12' - 9" \E] Ll 119 Van Dam Street 1' off r - o" :C:14 Saratoga Springs, New -i— '-- York 12866 (2) Ply 2x10 SPF#2 0 2x10 @ 16" O.C. w/Blocking Saratoga Engineering Design, PC 4- @ Mid-Spans Above Second Floor - Top of Sheathing lExisfingl > Residential/Commercial Design Plans First Floor..j_Top oVPlate Match Existinc 0 -—------- ---------- ---- First Floor - Top of PlatejMatch Existirl­g Douglas W. Adams co Professional Engineer&Designer Cell(518)683-6899 0 (2) 1 3/4"x16"LVL Flush Header 7- 0 74 Rolling Hills Drive O email:saratogaeiigndesign@nycap.rr.com LL Gansevoort,New York 12831 Ln Dining First Floor Addition Ln 136.31 SF a359.39 SF LL O 00 00 s. co Existing 2x8 Rough Cut (D 2x10 @ 16" O.C. w/Blocking Floor Joists @ 16" O.C. Cr an -7 0 First Floor-To of Sheathin Match Existing) First Floor-Top of Sheathing (Match Existing) A--� 0 00 Mid S p g ( D To of NEW Fnd. Wall Id To of NEW Fnd. Wall C: DRAFT C\l C\j C) > Existing Foundation 594.71 SF--:� — ------ New Foundation ENGINEERING APPROVAL 430. Ln W 6 SF Ln C� ............... 4- Top of Concrete Slab Top of Concrete Slab (Existin_AExisting)_ —I— J I > (D t BUILDING CC Ljk To of Footing - New Top of Footing - New SECTIONS U) 0 81 - 0" 15 - 9 New 8" Fnd. Wall to be Poured 1.25"+/- Shorter Than Existing Stone Fnd. Wall Tffl,�\' /Tf,"11 STA11111"D Hy" t \-(-It F Contractor to Field Verify Actual Height of (D New Fnd. Wall Such That New&Existing ["VITUlf"Pl. /T I 1-lo/A770\ Of' THL' \131 YORK �,707-,' f,'/A,C;1T1O\ in Floor Assemblies Match. 75 1, 111 7777J, M/ 1/-?T/C/J,,' 14�5) 0- 0 C) W CEILING SECTION S[�Y,710\ 7209 FOR 1AY H/,,'l '0\ C\1 ') (:�) STEP HL, \W'17-11 Tfit" . . 0 C) 1/4" 1 D/P11"C'170A Of, I U-) 9 nj \G,/\["["R) TO A\ /'N'J/ /A NlY. /F 1\ /T[�'J/ 8f,'IHIAG Y'Hf,' C\l W MODIFIED FIRST FLOOR FRAMING PLAN C:) U) Sf,'JL of 1A f,'AGMJ�'P, /��" ILTEREV), N — THI,' ILTI,'HILAG f"AG/\fJ,'P1 �,'H;113� CY) cot//Illy 111/7'[1 \[31 YORK ,"TAT[,' PROJECT NOTES: 1. DO NOT SCALE DRAWING. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES. 3. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE BUILDING CODES TO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL RE'QUIREHFATTS. 4, THESE PLANS AND SPECIFICATIONS ARE' IN COMPLIANCE WITH 2020 IECC NY STATE ENERGY CODE AND THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE 5. ALL PLUMBING FIXTURES, DRAINS, APPURTENANCES AND APPLIANCES USED TO SERVICE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM OF THE BUILDING OR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATE 6, E'VFRY PLUMBING FIXTURE, DEVICE OR APPLIANCE REQUIRING OR USING WATER FOR ITS PROPER OPERATION SHALL BE DIRECTLY OR INDIRECTLY CONNECTED TO THE WATER SUPPLY IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF IVY STATE 7. THE PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF VENT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SUBJECTED TO PRESSURE' DIFFERENTIAL OR MORE THAN I INCH OF WATER COLUMN. IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF ,NY STATE. 8. ALL ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2" FOR RAMP. 10, ALL REINFORCING STEEL SHALL CONFORM WITH ASTM A-615 GRADE' 60. 11. NOTIFY THE ENGINEER IF ANY FILL OR NON--NATIVE OR WELL-DRAIAFD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. BACK FILL EXCAVATIONS AS SOON AS POSSIBLE. COMPACT CLEAN SOIL TO NOT LESS THAN 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 13, BEGINING IMMEDIATLY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES AND MECHANICAL DISTURBANCES. 14. DESIGN LOADS: 1ST FLOOR: 40 PSF LIVE 10 PSF DEAD 2ND FLOOR: 30 PSF LIVE 10 PSF DEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY. B PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF SOIL GROUP: GROUP 1 15, JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED. 16, LOT SHALL BE GRADED SO AS TO DRAIN SURFACE' WATER AWAY FROM FOUAIDATION.THE GRADE AWAY FROM FOUNDATION WALL SHALL FALL A MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MANUFACTURERS SPECIFICATIONS.THE MINIMUM HEARING REQUIREMENTS SHALL BE, : 4-112" 0 ENDS & 7-1/2''@ INTERMEDIATE SUPPORTS. 18, HANDRAILS SHALL BE PROVIDED ON ATLFAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BE' 34''AHNIMUM AND 38­MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING. 19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. REFERENCE SECTIONS R314 AND R315 OF THE NYS RESIDENTIAL CODE 20, THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN THE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPA TIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND NOTE: PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS ARE REQUIRED, Existing Second Floor Window 21, WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH Ht. to be Verified Such That SECTION 308 OF THE 2020 RESIDENTIAL BUILDING CODE Of' NY STATE. 22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR New Addition Roof Will Not CHANCES PER HOUR OR LESS AS DETERMINED BY HE BLOWER DOOR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE Impede on Existing Second MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION H1505.4.3 OF THE 2020 RESIDENTIAL BffIL,DINC, CODE OF NY STATE Floor Windows 23, UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2-PLY 2XI0, FOR OPENINGS >3'0'' BUT � � <5'0'': 3-PLY 2XI0 ALL HEADERS SHALL HAVE DOUBLE JACK STUDS. 24. CONTROL JOINTS ARE REQUIRED TO BE SAWAT IN BASEMENT FLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. 25. WHERE THE FLOOR JOISTS 017ERHAIVC THE FOUNDATION THE RATIO R-49 Batt Insulation w/Vapor —Rid e Ven OF BACK SPAN TO CANTILEVER SHALL NOT BF, LESS THAN 3:1. gt 26, HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH Barrier & Proper Vent • 50/10/10 NYS Approved Truss @ 24" O.C. RAFTER OR TRUSS. 27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MORE Flashing b/w Home and New Roof W/ 8" Heel THAN 400CFAI. Vented Soffit (Hardie Soffit or Equal) • Asphalt Shingles 28. WINDOW CONTROL DEVICES WILL RE USED IN THE REQUIRED LOCATIONS. Crown Molding (Match Existing) 2" 5/8" OSB Roof Sheathing w/ 'H' Clips 29, A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE 2 BIZ' Roof Trusses @ 24" O.C. GARAGE, 1x8 Fascia Board (Match Existing) Ice &Water Sheild Grace or Equal Over 30, THE ATTIC ACCESS HATCHWAY WILL HAVE A INSULATION VALUE EQUAL IN R VALUE TO THE ATTIC SPACE.AND WILL HAVE A GASKET SEAL Entire Roof AT THE ACCESS DOOR. ---------------- CU r& First Floor - Tor) of Plate (Match Existing) V Y� I J/J_J_LL-i-IL J_J_J__J_J_ First Floor - Top of Plate (Match Existing (2) 1 3/4"x16"LVL Flush Header � — 0 2x6 Stud Wall @ 16" O.C. SPF#2 Strong Drive SDWC 1/2" GWB 7/16" OSB Sheathing Truss Screw Tyvek House Wrap Proudly Designed & Built For: • Horizontal Siding 8" Exposure(Hardie Board or Equal) Dennis & Tiffany Gosier R-21 Batt Insulation w/Vapor Barrier Ln First Floor Addition Ln 359.39 SF �0 00 119 Van Dam Street Saratoga Springs, New FOUNDATION TO FIRST FLOOR STAIRS: York 12866 3/4" T&G Advantech (13) RISERS @ 7.8" = 8'- 5 1/2" Sheathing (12) TREADS @ 9" r& First Floor-Top of Sheathing - -------- (Match Existing)_ First Floor-Top of Sheathing (Match Existing Saratoga Engineering Design, PC 4- ans Residential/Commercial Design Plans _ > 2x10 @ 16" O.C. w/Blocking @ Mid-Sp Top of NEW Fnd. Wall Top of NEW Fnd 0 R-30 Insulation A Douglas W. Adams 2x6 P.T. Sill Plate w Sill Sealer Professional Engineer&Designer 0 Cell(518)683-6899 < o 1/2" Dia. Steel Anchor Bolt @ 6' 0 O.C. & 1' for Each Corner, 10' Lg. 0 74 Rolling Hills Drive email:saratogaeiigndesign@nycap.rr.com (2)-Ply 13 "x 9 1/4"LVL N Gansevoort,New York 12831 LL # 4 Rebar Cont. @ Midpoint ILL New Foundation, Ln 430.61 SF and Top 00 ---------- R-21 FSK Blanket Insulation 0 — #4 Rebar @ 48" O.C. D 3' - 1" Damp Proof to Grade DRAFT o 8" Thk. Concrete Fnd. Wall T —------------------7 Top of Footing - New o9L C\j Top of Footing New C) -Undisturbed Earth 10"x20" Concrete Ftg. ENGINEERING APPROVAL w/ (2) #4 Rebar Cont. N > (D 4" Thk. Concrete Floor Slab with BUILDING cc Fibermesh Reinforcement SECTIONS 0 U) 6 Mil Poly Vapor Barrier -[\-C" \-(-It F Tffl,�\' /T[,'V /1�1' STAIIIII'V) HY t T) , I[l P [3 ,F, (1) STAIR SECTION PHOFf,',-'�,"/OAAL 3/8" ["VI 1 f-011 TUlf"Pl. /T I I-l0/A770\ of U) THL W"11 YORK f,'/A,C;IT/O\ 75 HN T/T/J,' M/ 1/-?T/C/J,,' 14.5) 0 W S[�Y,71 0\ 72 0 9 FOR) 1A Y H/,,'l,�,O\ 0 T_ C\j Iff I'll E U['17-11 TV[" . . C) ry- U-) D/P11"C'170A Of, 1 10 TO A\ /'N'J/ /A C\j W 1\ Y N 1Y. /F I\ 8f,'tHIA G Y'Hf,' C:) U) Sf,A[, Of IA [,'AGIW,L'R /Y' ILTEREI), C\j CY) cot//Illy 111/7'[1 \[31 YOLK PROJECT NOTES: 1. DO NOT SCALE DRAWING. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES. 3. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE BUILDING CODES TO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL RE'QUIREHFATTS. 4, THESE PLANS AND SPECIFICATIONS ARE' IN COMPLIANCE WITH 2020 IECC NY STATE ENERGY CODE AND THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE 5. ALL PLUMBING FIXTURES, DRAINS, APPURTENANCES AND APPLIANCES USED TO SERVICE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM OF THE BUILDING OR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NY STATE 6, E'VFRY PLUMBING FIXTURE, DEVICE OR APPLIANCE REQUIRING OR USING WATER FOR ITS PROPER OPERATION SHALL BE DIRECTLY OR INDIRECTLY CONNECTED TO THE WATER SUPPLY IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF IVY STATE 7. THE PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF VENT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BE SUBJECTED TO PRESSURE' DIFFERENTIAL OR MORE THAN I INCH OF WATER COLUMN. IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF ,NY STATE. 8. ALL ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. Van Darn Street 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FOR CONCRETE SLABS AND 2" FOR RAMP. 10, ALL REINFORCING STEEL SHALL CONFORM WITH ASTM A-615 GRADE, 60. 11. NOTIFY THE ENGINEER IF ANY FILL OR NON-NATIVE OR WELL-DRAIAFD S 84- 19'55"E 12. MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. BACK FILL EXCAVATIONS AS SOON AS POSSIBLE. COMPACT CLEAN SOIL 50.60— — — TO NOT LESS THAN 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 13, BEGINING IMMEDIATLY AFTER PLACEMENT, PROTECT CONCRETE FROM C) PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES AND O MECHANICAL, DISTURBANCES. 10' Setback O 1 14. DESIGN LOADS: 1ST FLOOR: 40 PSF LIVE 10 PSF DEAD 2ND FLOOR: 30 PSF LIVE \7— 10 PSF DEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY. B PRESUMPTIVE SOIL LOAD BEARING: 2,000 PSF Existing Porch I ISOIL GROUP: GROUP I 15, JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED. 16, LOT SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM 6.83 FOUAIDATION.THE GRADE AWAY FROM FOUNDATION WALL SHALL FALL A ---------------- MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PER MANUFACTURERS SPECIFICATIONS.THE MINIMUM BEARING REQUIREMENTS SHALL BE : 4-112" 0 ENDS & 7-1/2''@ INTERMEDIATE SUPPORTS. 18, HANDRAILS SHALL BE PROVIDED ON ATLFAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALL BE' 34 ',MINIMUM AND 38­MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING. 19. ALL SMOKFICOIHEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONE DETECTOR ALARMS, THEY ALL ALARM. REFERENCE SECTIONS R314 AND R315 OF THE NYS RESIDENTIAL CODE 7.00 "Existing 2 Story I 20, THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER IS ---------------- Home CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED IN THE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPA TIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS ARE RFQUIRED, 21 WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 308 OF THE 2020 RESIDENTIAL BUILDING CODE Of' NY STATE. 22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIR CHANCES PER HOUR OR LESS AS DETERMINED BY HE BLOWER DOOR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSE 13.29 MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION H1505.4.3 OF ------------- THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE 23, UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2-PLY 2XI0, FOR OPENINGS >3'0'' BUT ------------12,96 <5'0'': 3-PLY 2XI0 ALL HEADERS SHALL HAVE DOUBLE JACK --------- STUDS 10-22 1 . 24. CONTROL JOINTS ARE REQUIRED TO BE SAWAT IN BASEMENT FLOOR 7�---------4 9.87 1 SLAB. JOINTS SHOULD BE SPACED BIW 10' AND 15' APART. ---------------- 25. WHERE THE FLOOR JOISTS 017ERHAIVC THE FOUNDATION THE RATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1, 26, HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACH 3.22 ---4.87 co C� RAFTER OR TRUSS. C) 7 0 27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWS MORE Lr) THAN 400CFAI. CO 28. WINDOW CONTROL DEVICES WILL RE USED IN THE REQUIRED 4--------------1 3.31 LOCATIONS. LU 1 29, A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE 6.31 12.94 GARAGE, O ---------------- 30, THE ATTIC ACCESS HATCHWAY WILL HAVE A INSULATION VALUE EQUAL ------------- --I-------------- 7.94 .AND R VALUE TO THE ATTIC SPACE VD WILL HAVE A GASKET SEAL CD AT THE ACCESS DOOR. New Porch — LO 1 I --------------1_2.93 ------------- Proudly Designed & Built For: 7' Setback S' Setback Dennis & Tiffany Gosier 119 Van Dam Street I I Saratoga Springs, New Nt Area York 12866 0.172 ACRES Saratoga Engineering Design, PC > 1 7,500 S.F. Residential/Commercial Design Plans 0 Douglas W. Adams -0 Professional Engineer&Designer Cell(518)683-6899 < 0 LL 0 74 Rolling Hills Drive Gansevoort,New York 12831 email:saratogaeiigiidesign@nycap.rr.com j 25' Setback Lj- (D U) 0 U) m DRAFT C\j C) C\j N 840 4 1955"W I ENGINEERING APPROVAL 50.00- — N > a) Pine All, cc y SITE PLAN (D U) 0 H-HEY THI,'" ITFII IS �TAIIPFTJ BY I T)RAf1-FVG A-F118FF, -E C PROFFSS[OA-All (D F\-GI\FFR, IT IS I IfOLMOV OF C0 TV[ W,N YORK STATE 1, C/I TIOA 75 11111 71777J,' 11// 11-NIC011, 145) 0- C) j) SITE PLAN Q�R-TIO\ �'209 FOR' INY RF ISO V 1 01-01V C\j C\j 0 \01'1�: 11/1 1", ( \DER) TH[' 11 C) ry- U-) T)[PFCTfO,\- OF I 1JSCFA-RFD 6j TO I[TFR) 1\- ITFII IA- Lo C\j W 1 VY H H7. 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