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HomeMy WebLinkAbout49414-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49414 Date: 6/23/2023 Permission is hereby granted to: Markey, Lisa 196S2nd St _. ... Brooklyn,,,,NYmmmmm11211 To: Construct alterations to an existing single family dwelling as applied for. At premises located at: 610 Richmond Rd., Southold SCTM # 473889 Sec/Block/Lot# 51.-6-11 Pursuant to application dated 5/26/2023 and approved by the Building Inspector. To expire on 12/22/2024. Fees. SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $542.40 CO -ALTERATION TO DWELLING $50.00 Total: $592.40 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 littl, s-//www.southoldtowtm Date Received APPLICATIONF"OR BUILDING PERMIT y �b For Office Use Only PERMIT NO. I C� � Building Inspector: y M AY 2 6 2023 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: S �. SCTM#1000- Project Address: 6 is RSC F-Nm oNC3 2G 4-�' 1 IR-7 ( Phone#: o �3 —�3L{_� I Email: LIS0-7:,,vrAvA(zW- ,/ O�v",(, •CGw� Mailing Address: Asap`,c---- CONTACT PERSON: Name: �_vin S ��c� G tis Z ?/9 CCAS Mailing Address: IS LFcr Cvi ryq ! N PC 14 ( (VCY? t1 Phone#: 63 f --2--)G r3 (� Email: C (-^rl--s—/ V0—C, �"- DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: j,t9��� S C-GN� Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition aKIteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other'Fi�rs��is� Will the lot be re-graded? Dyes Elf o Will excess fill be removed from premises? Dyes !705 1 PROPERTY INFORMATION Existing use of property: Intended use of property: 2C� Zone or use district in which premises is situated: Are there any covenants and estrictions with respect to rl this property? ❑Yes MfCo IF YES, PROVIDE A COPY. "Zeck Box After Read irig" The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPIJCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal law. Application Submitted By(print name): -) , CAtif<orized Agent ❑Owner Signature of Applicant: .m. Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2-oc being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this - h� 4�ay of 20 �� r.-� Notary Public 1t1 IIII'''''wR ry OWNER AUTHORIZAT11014 (Where the applicant is not the owner) I, 1\ J Ar-- (; residingat at LA10CK) ( do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. � I Owner's Signature Date Print Owner's Name 2 r . .K''�•icY. ARCHITECT REVISIONS DESCRIPT ION 42'-3" EXISTING BILCO TO REMAIN EXISTING EXISTING TO TO REMAIN REMAIN XISTNG WATER SERVICE ND , EXISTING FILTER TO REMAINU FURRED OUT WALL TO REMAIN 0 Z Z Q NOW 2•-1" SMOKE O -'DETTECTOR PROPOSED FINISHED CLG HT 7'-0" 1 - SMOKE EXISTING 4" POURED CONCRETE SLAB Qs DETECTOR FINISH FLOOR PER OWNER BOX OUT EXISTING W COLUMN EXISTING ©_Mo ozoE F Z z [� EXISTING SANITARY WASTE LINEIA CHIMNEY DETECTOR X WITHIN NEW FRAME WALL REMAIN EXISTING GIRDERS AND TO N O FLOOR FRAMING TO REMAIN _ PROPOSED 2"x4" FRAME WALL PROPOSED UP w 16" OC FINISHED CELLAR �- 3'-0" 1/2" SHEET ROCK T&S Y2" SHEETROCK �o ® O BOX OUT FOR EXISTING WASTE CEILING 11'-4" s0 (� MIN LINE R 15 BATT INSULATION Q ALL EXTERIOR WALLS EXISTING Q PROPOSE DOORS TO REMAIN AREAVV Y PROPOSED 2"x4" FRAME WALL 00 m ® 16" OC EXISTING � Q a W Q °0 w 3 w 1/2 SHEET ROCK T&S F704 OSET TO REMAIN o U q 14'-9" Ury 0j] n z �- w > O a 266� N EXISTING POURED CONC BLOCK (� 6" X 6" ACQ WOOD FOUNDATION WALLS FRAME AREAWAY TO REMAIN O = (NO CHANGE) EXISTING ELECTRIC U SERVICE 12'-9" O � LL co EXISTING n zZ �oQ UNFINISHED CELLAR N w57< STORAGE ONLY SMOKE DETECTOR PROPOSED K'P C E L L A R P L A N — -- �— - SCALE: 1/4" _-1,_O„-- Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT i CELLAR PLAN CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DATE: 05/18/23 GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM PROJECT No. SNOW DESIGN FROST WINTER ICE BARRIER FLOOD AIR MEAN DRAWING BY. CMT SPEED TOPOGRAPHIC SPECIAL WIND WIND—BORNE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM CHK BY. LOAD (MPH) EFFECTS REGION DEBRIS ZONE DFPTH CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX DWG No. 20 PSF 130 NO NO YES B SEVERE 36" MODERATE 11 YES FROM 1998 599 [ARMAO-0-1 TO HEAVY FIRM MAPS - t OF i THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, PS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHDLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. GENERAL NOTES FINISHES NOTES specifications. If testing is not performed a visual inspection must be performed 8. New&existing back fill material,topsoil are to be free of weeds,tee mots,rocks and verification may need to occur during inspection report. 1. No Work shall start until approved Constniction Documents are obtained from &debris.All surplus material that is unsuitable for back fill material shall be 1. All interior finishes shall be as selected by Owner,unless otherwise noted Table 3.1 Nailing Schedule the Building Department removed from the site.Proper town inspection approvals must be obtained ARCHITECTURAL 7. U-factors of fenestration products are determined in accordance with the NFRC before coveringanyexcavatedwork Joint Description � of Nails Nail Spacing 2. Prior o any Work being performed,the Contractor shall be responsible o rod 2. The Contractor shall obtalnlprovide the Owner with samples of all finishes for procedures or taken from the default tables KAHNCEPTIONS PLLC proper color selection and final approval of all finishes prior to installation, ROOF FRAMING 143 East Main Street over all notes,drawings,and specifications(if applicable).if the Contractor sees 9. All trees that are within eight(8)feet of the building shall be protected(see Smithtown,IVY 11787 any discrepancies,he shall notify the Architect for clarifications. detail sheets for more information). 8. A protective covering is installed to protect exposed exterior insulation and Rafter to Top Plate (Toe-Naled) 3- 8d PER RAFTER P:(631) 780-6124 3. All interior trim shall be cedar wood painted white,selected by Owner,unless extends a minimum of 6 in.below grade. Ceiling Joist to Top Plate (Toe-nailed) PER JOIST 3. The Contractor shall file all necessary permits,and appropriate applications 10.A licensed land surveyor shall perform a final grade survey prior o occupancy otherwise noted 8-16d EACH LAP info@Kahnceptians.eom prior to the start of any Work and obtain the Certificate of Occupancy at the in order to assure positive drainage away from the foundation(Minimum 5%). 9. All insulation shall be installed and labeled wl R-value provided Ceiling Joist to Parallel Rafter (Face-nailed) 8-16d EACH LAP www.Kahneeptions.com Ceiling Joist Laps over Partitons (Face-nailed)completion of the project for the Owner.The Contractor shall pay for permits, Drainage elevations and direction should be noted on the document 4. All interior finishes shall be Class C(surface flame spread rating of 76-200) Collar Tie to Rafter (Face-nailed) �=1� PER TiE certificate of occupancy,and any necessary field tests as required to meet design minimum in conformitywith generally accepted standards. 2l EACH END g y p Carpeting shall be 10.Floor insulation installed per manufacturer's instructions and in substantial Blocking to EACH END criteria of all materials,unless otherwise agreed upon by su Owner. 11.All Dtywells on site shall be installed per Slate and Local Codes, class 2 kith a minimum critical radiant flux of.22-watts per square inch. contact with the underside of the subfloor,or floor framing cavity insulation is g Rafter (Toe-nailed) 16d in contact with sue top side of sheathing,or continuous insulation is installed on q 4. All Work completed shall a in accordance with the following codes, DEMOLITION NOTES 5. The Contractor shall install foil faced fiberglass batt insulation by John the underside of floor framing and extends front the bottom to the top of all 2020 Residential Cede of New York State perimeter floor framing members. Top Plate to Top Plate (Face-Nailed) 2- 1 PER F00T I I -- �) 2020 EnergyConservation Construction Code of New York State i. Remove all existing constructions and fnislies necessary Martsville'or approved equal in all areas shown on the drawings including Top Plates at Intersections (Face-nailed) g ssaryforthecompletionaf 16d JOINTS - EACH SIDE I CF�__� 2018 Wood Frame Construction Manual(WfCM 2018) the Work as shown on the drawings.Necessary disconnects and alterations to exterior walls,floors above cellars/basemertts,and ceilings above the heat Stud to Stud (Face-nailed) 4- 24" O.C. NITA Standard 70,The National Electrical Code existingmechanical and electrical systems.Patch as envelope,foil shall be placed facing the warn side of the insulation. 11.Wall,floor&ceilinginsulation shall be installed in accordance with the Header to Header (Face-na lice) 16" O.C. ALONG EDGES syste required all constructions mannfacturer's installation instructions. 16d to remain in accordance with the contract drawings.Where Contractor is 2- 5. In addition to the above codes,all work shall be code compliant to the latest designated to make removals,disposition of materials is the responsibility of the 6. All gypsum board work shall be done in accordance with the latest edition of the 16d PER 2X4 STUD editions of the NYS uniform fire prevention,all applicable building codes,the Contractor.Verify with the Owner,the disposition and removal of any "Drywall Construction Handbook- United States Gypsum and installed as r 12.Vented attics with air rmeable insulation include baffle Top or Bottom Plate to Stud (End-nailed) by Yp per pe adjacent to soffit 16d PER 2X6 STUD zoning codes of the local Town and all other federal,state and local agency components of salvageable value. section R702.3.All finish joints,j-beads,nail dimples,corners,edges and seams eave vents that extends over insulation. PER 2X8 STUD NEW 4x4 POST regulations having jurisdiction over this project If there are any discrepancies shall be taped and finished in accordance with manufacturer's installation Bottom Plate to Floor Joist, Bandjoist, 2-16dh= PER FOOT between agency requtiren cents,the Contractor shall follow the strictest 2. All removals and salvage shall become the property of the Contractor,unless recommendations.Apply three(3)coats of joint compound.The Contractor shall 13.Attic access hatch&door insulation 2 R-value of the adjacent assembly or 3- requirements. noted or requested by the Owner. wait a minimum 24 hours to dry between coats,and the final coat shall be FLOOR RAMAG sanded smooth,primed and ready for wall finishing,as per owner.Metal corner - 6. All work shall comply with the standards of the National Board of Fire 3. Remove only non-load bearing construction and partitions.The Contractor to bead to be used on all outside corners and around all nit 14.Construction drawings and docmuentation demonstrate energy code compliance Joist to Sill, To Plate or Girder Toe-Nailed 41'6@d PER JOIST Q P Y Y 8 P openings typical P ( ) x Underwriters the American Gas Association AGA,American Socie of verify, or to removal,that no structural coin for the building envelope.Thermal envelope represented on constnuctim Bridging to Joist Toe-Nailed �=1 gd EACH END (N`B�• ( ) N �l'.1� components,i.e.bearing walls.beams, documents 9. g ( ) 2- 8d EACH END Heating&Air Conditioning Engineers(ASHAE),Occupational Safety and Hetlth headers,etc.Supporting floor,roof or ceihng joists are designated for removal. Blocking to Joist (Toe-Nailed) 3- 8d 51 Administration(OSHA),applicable state&building codes and the requiremer is of 7. All painted surfaces must be fully covered in a uniform manner to be accepted as EACH BLOCK � T coin kte the Owner.An aintin to be done shall be two 2 finish coats of Blocking to Sill or Top Plate (-oe-nailed)all public utility companies serving the project site. 4. The Contractor shall contact the Architect prior to removal of any construction p Y p g ( ) 15.Compliance certificate posted A certificate identifying the energy-related 3- 16d EACH JOIST Led Ledger Stri to Beam Face-Nailed differing from the design intent.The Contractor's non-contact of Architect prior premium grade paint over one 1 coat of compatible rimer b 'Ben azuin g pan g p ( ) 3- 8d PER JOIST ( ) P p Y J features of the building must be located on or in the electrical eL or other Joist on Ledger �, 7. The Contractor and a1LCuln-Contractors shall be licensed by the state in which o removal of any Work indicates his complete understanding that no load Moore,'or approved equal.Color as specified by the Owner,unless otherwise approved�ati� g to Beam (Toe-nailed) 3- 16d PER JOIST EXIST the project is located and approved in advance by the Owner. beating or structural work is being altered under this contract and assumes all noted Any exterior wood surfaces shall be two(2)coats of exterior grad stain Band Joist to Joist (End-nailed) 2- 16c1+ PER FOOT LNIN-`ROM hearli as selected or op Plate oe-nailed)e liability. 16.Supply&return ducts in attics insulated>_R-8 where duct is 2 3in in diameter 8. The Contractor and all Sub-Contractors shall carry workers compensation and &t R-6 where<3in.Surly&return ducts in other portions of the building Wood Structural Panels 8d See Table 3.10 general liability insurance that complies with state,local cake and ordinances. 5. All structural systems shall be maintained and be adequate strength to support 8. Patch all finishes to match existing,including but not limited to,gypsum board insulatedR4 t ere for .Supplr 2 3in&R ducts for<3in in diameter. Diagonal Board Sheathing ( ) the new design bads and to resist the deformation caused by such loads as plaster,acoustic systems,wood trim,covers,base,panels,rails and wainscot. 1"x6" or 1"x8" 2- 8d PER SUPPORT 9. All work is to be coordinated with the Owner.The Contractor is to meet Willi the applicable.For Minimum design load values,see table R301.5 on General Note Verify match of new finish materials to existing in color,texture,thickness,cut, „ « Owner or to starts construction.The Contractor will 17.Building cavities are not used as ducts or plenums 3- 8dPERpro g present the buiksng sheet A 1 etc.o satisfaction of tine Owner prior o any installations.Provide other DATE REV.# DESCRIPTION permit&insurance cer6Ecates to the Owner prior to starting construction. materials to match existing to be approved by the Owner. CEILING SHEATHING Owner governs all aspect;of outside Contractors working on the property. 6. All electrical conduits,wires,and equipment adjacent to or contained within 18.Duct tightness test results of 5 4cfm/100ftz across the system or 5 3cfm/IMP Gypsum Wallboard I 5d Coolers 1 7" Edge / 10' Field existing partitions shall be removed back to the next panel board and shutdown. 9. Patch existing walls gypsum drywall or plaster to match existing of sufficient without air handler Oa 25 Pa For rough-in tests,verification may need to occur WALL SHEATHING 10.All materials to be furnished and incorporated into tote Work shall be new, No circuits,wires or equipment shall remain open or live during construction. thickness to maintain uniform wall thickness All exposed portions of wall shall during framing inspection. 11 Wood Structural Panels 8d See Table 3.11 unused and of gttality stxidard to the industry of similar nature and character, be finished with three(3)coats of spackling,sanded and left in a paint ready Structural Fiberboard Panels imless otherwise noted All materials shall be installed using the Manufacturer's FRAMINGICARPENTRY NOTES condition 19.Ducts are pressure tested to determine air leakage with either,Rough-in test 1/2" 11 ga. gal v 3" Edge / 6" Field recommendations and best standards of construction. Total leakage measured with a pressure differential of 0.lin w.g.across the „ 11.All materials,assemblies,fC methods of construction are lobe sit ruined One i. All carpentry wood Work shall be done in compliance with the Wood frame 10.Level all existing floors as required to receive new floor finishes where system including the manufacturer's air handler enclosure if installed at time of 25/32 11 ga. gals 3 Edge / 6 Field Construction Manual 2018. applicable.The Contractor shall install transition pieces approved by the Owner test.Posfconstructon test,Total leakage measured with a pressure differential of " 5d Coolers "Contractor to be sure they are in accordance with the drawings,specifications, 0.din w.g.across the entire system including the manufacturer's air handler Gypsum Wallboard (1/2 MIN) 7 Edge / 10 Field &all relevant codes.An variations from the drawings& between various floor finishes where applicable. enclosure. 8d (See Table 3.11) f T y gs specifications will rot Hardboard F.i.� be permitted,unless by written consent from the Architect. 2. All lumber shall be Doug-Fir#2(Flo-875 psi)grade stamped minimum. Particleboard Panels (See manufacturer) Diagonal Board Sheathing �• 0)ELECFRICAL NOTES 20.90%of lamps in permanent fixtures or 90%of permanent fixtures have a high 2- 8d N v 12.Substitutions not permitted unless by written consent from owner&Amhiteel. 3. Ail lumber shall be 8"above grade minimum. 1"X6' Or 1"x8" 3- 8d PER SUPPORT 0) 1. All electrical work shall be in accordance with the National lamps.Does not apply to low-voltage lighting.onal Electrical Cale,NYS " PER SUPPORT � 13,if the Contractor requires additional details or information not found on the Fire Underwriters Code,Residential Code of New York State,all state and local FLOOR SHEATHING w drawings or specification s(if applicable),then the Contractor shall request this 4. Any}umber in contact with concrete or masonry,or the exterior environment codes,and utility company codes and regulations. Z 1.Fuel gas lighting systems have no continuous pilot liglrt. Structural Panels a 44 r 1 information from the Arc iritect in writing prior o the start of consruction. shall be ACQ pressure treated lumber. 1' or Less 8d 6" Edge / 12" Field �+� 2. Furnish Fire Underwriters Certificate u completion of work 22.Air'handler leakage designated by manufacturer at 5 2%of design air flow. 10d 6" Edge / 6" Field 04 ^ 9 14.DO NOT SCALE THE DRA WINGS.Written dimensions take precedence over 5. All new exterior wood fence and new decking materials shall be water sealed& � p Greater than 1 O Diagonal Board Sheathing scaledunensiorus ne mtracor shall notify the Architect of any discrepancies stained as per manufacturer's recommendations. 23.Programmable thermostats installed for control of primary heating and cooling " " 2- 8d PER SUPPORT ("' i � f"'�4 x on erasion,f prior t starling the Work If the Contractor asunsmre. a specific 3. The Contractor must verify for his licensed and notify if an upgrade of 1 x1 Or 1 x8 FIRST FLOOR PLAN (PARTIAL PLANS dimension,the Contractor•shall notify the Architect for clarification. electrical service is required for this project,and notify the Owner. systems and initially set by manufacturer o code specifications. " 3- 8d PER SUPPORT � 6. Sills to be pressure treated and securely flashed with termite shield.The sill plate ' Nailingrequirements are based on wall sheathing nailed 6" on-center at the panel shall be 2x6,unless otherwise noted q 9 p O 15.The Contractor shall verity all dimensions infield.if there are any discrepancies 4. Per Section R315&the 2020 NYS fire Code Section 915,A carbon monoxide 24.Heat pump thermostat installed on heat pump edge. if wall sheathing is nailed 3' on-center at the panel edge to obtain higher shear A 1 SCALE: 1/4"= 1'-O" 4 w N on the drawings,Contrac`or shall notify the Architect prior to starting the W)rk alarm shall be provided on each story containing a sleeping area within 10 feet capacities, nailing requirements for structural members shall be doubled, or altemate ,,��// P4 7. All metal connectors shall be"Simpson Strong-fie".No substitutions allowed of the sleeping area.More than one carbon monoxide alarm shall be provided 25.Circulating service hot water systems have automatic or accessible manual 0 eetors s ch S shear Iates shall be used }o maint In the, l0 d thh g:4 16.On site verification of dimensions and conditions to be made before ordering Metal connectors shall be at all appropriate locations including,but not limited where necessary to assure that no sleeping area on such story controls. q Mien wall s3 eat�iing is ein�inubus over connected mem�iers, Ltle�obbiPated g ary ping ory is a number of nails shall be permitted to be reduced to 1- 16d nail per foot. C O o:Roof o wall,wall o wall,wall to foundation,and all other locations as 0 � materials or starting word;. feet away from a carbon monoxide alarm.A carbon monoxide alarm shall be DOOR SCHEDULE required by code.If a connection Is not specified,the Contractor shall notify the p��on each story that contains a carbon monoxide source&fuel-burning 26.All mechanical ventilation system fans not part of tested&listed HVAC Q � Q 17.Before proceeding wl the Work any omissimsldiscrepancies of the Construction Architect prior to ordering. appliance. P_ Z equipment meet efficacy&air flow limits. DOOR ID LOCATION >_4 DOOR SIZE ROUGH OPENING FINISH Documents and/or job conditions shall be clarified by fire Architect. TABLE 3.11 WALL SHEATHING&CLADDING GLAZING 8. Framing shall be doubled around all openings&joists under parallel walls above WIDTH HEIGHT WIDTH HEIGHT DOOR TYPE HEAD HGT MATERIAL INTERIOR 0 S. Single and multiple station smoke alarms shall be provided in accordance with 27.Hot water boilers supplying heat through 1 or Z pipe heating systems have ATTACHMENT REQUIREMENTS FOR WIND LOADS'"' 18,No deviations or changes to the structural system shall be made unless approved 101 LIVING 141• 79 x Section R314([RC)as modified by the NYS Supplement They shall be provided rnutdoor setback crnnfrol o lower boiler water temp.based on outtdoor temp. " 144' 6'8' GLASS 6'-8, WOOD WOOD 1 A'TEMPER GLASS w by the Architect in written concern. 9. All beanis,girders,etc.to have minimum bearing of 3.5". in each sleeping room,outside each separate sleeping area,and on each level 130&140111PH � (, 19.The Contractor must full),guarantee all Work and the Work of his with the exception of uninhabitable spaces per the Residential Code of New York 28 Heated water circulation systems have a circulation puinnp.The system return Sub-Contractors fora period of one 1 year after substantial completion of tie 10.No joist or stud shall be cut more than 1/3 ifs depth for any piping work duct or State.Smoke alarms and caution monoxide alarms shall be interconnected so that pipe is a dedicated return pipe or a cold water supplyGravity& 700-YR WIND SPEED 3-SECOND GUSP(MPH) ( )Y p the actuation of one alarm activates all of them.The alarms shall be clear present Dn' STRUCTURAL SHEATHING p electrical work ty project,unless otherwise noted audible in all bedrooms. thermos-syphon circulation systems are not present.Controls for circulating hot 141' r"� water system pumps start the pump signal for hot water demand within the E F - Q0 20.The Contractor shall indemnify and hold harmless the Owner,Architect,their 11.All stair construction to comply with NYS residential building code.81/4• occupancy.Controls automatically turn off the pump when water is in Spacing for SHEATHING 1tAFFERi1 RUSS Maximum Nail Spac agents and employees fro it and against all claims,damages,loses and expenses. maximum riser,9'mhnimum tread depth,1 1/4,max nosing,36"high handrail 6. Prior to installing gypsum work the Contractor shall coordinate with the Owner circulation loop is as a set-point temperature&no demand for hot water exists. LOCATION i SPACING US Sd Common Nails c O.C.)z,a 1%4� 08;� to determine the location of any items such as thermostats,telephones,cable, 21.The Architect is responsil le for design intent only,unless retained by the Owner 12.All gable walls taller than 8'-1"above the finished floor(ie cathedral ceilings) intercoms,alarms,etc. 29,Electric heat trace systems comply with IEEE 515.1 or UL 515.Controls LN7MOR ZONE 12-24 6 12 for supervision of work shall be framed with 2x6 studs C 16'O.C.minimum. automatically adjust the energy input to the heat tracing to maintain the desired Pegg 7. The Contractor shall verify with the owner,location and quantity of lighting water temperature in the piping. EDGE ZONE 12-24 6 12 CONTRACTOR RESPONSIBIL TIES fixtures,switches,outlets,etc. - 13.Fire blocking shall be provided per section R302.11 both vertically blocked at i. The contractor shall be responsible for all construction means and methods.The intervals not exceeding 8 feet and horizontally blocked at intervals not 30.Water distribution systems that have recirculation pumps that pump water BOARD SHEATHING 4-PANEL SLIDER exceeding I0 feet Fire blocking shall be installed also in concealed 8. All switches shall be installed 36,above the finish floor,unless otherwise noted from a heated water supply pipe back to the heated water source through a cold contractor,in tine proper.sequence,shall provide proper shoring and bracing as g % spaces. FAFfLRl1RL'SS Minimum number of water supply pipe have a demand recirculation water system.Pumps have necessary during construction to achieve tine final completed structure, SHEATHING SIZE 9. Power outlets shall be provided in the following locations: controls that manage operation of the pump and limit the temperature of tfie RACING(in) 8d Common Nails per support 1:J I I 14,Lateral stability in floors&ceilings-depth width a In eve habitable room g Inlang W gm ZO (� ro) water entering the cold water piping 0104°F. ^w W x W Z //r/- 2. The Contractor shall be rrsi>onsibk for the scheduling of all activities,&keeping 14.a 0 5 2•,no lateral support shall be required. every lx6 OR lx8 SHEATHING 12-24 2 En the project on time. f. Every wall,in every room,shall have at least(1)one power outlet Ix10 OR LARGER SHEATHING 12-24 3 O w W E" O E- 14.b. 2<dlb 5 4;the ends shall be held in position by full depth solid blacking 31.Drain water heat recovery units tested in accordance with CSA B55.1.Potable E C� bridging,hangers,nailing,or boltingo other framing members ii. Outlets o be spaced C 12ft o.c.max,starting at Eft from any opening. 3. The Contractor shall coordinate constructirnn activities with the Owner o fig• g g water-side pressure loss of drain water heat recovery units<3 for individual E-Nail spacing at panel edges in. rn v O ,.I b. In kitchens above countertopsry ( ) a - Z E_ a W minimize interruptions tc normal Owner 14.c. 4<d/b 5 5 the compression edge of the member shall be held in line for units connected to one or two showers.Potable water-side re loss of drain F-Nail spacing at intermediate supports in the panel field in O W a O O E• pti operations. I P (' ) D101 � ,a i All outlets to be GFCI,Spaced C 4ft o.c.maximum a Q is its entire length o prevent lateral displacement,as by adequate sheathing water heat recovery units<2 psi for individual units connected o 3+showers. 4. The Contractors shall make timely submissions o the Owner of all inquiries o or subfloonng,&ends at point of bearing shall be held in position to a. Provide(1)one GFCI outlet within T-0"of any sink range,&fridge 1 For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of z O Q >. v allow reasonable and ade luuate time for review and for approval of submissions prevent rotation addlor lateral displacement. iii.Provide 1 one GFCI rnnlet on an island g ry � the roof peak the 4 foot perimeter edge zone attachment requirements shall be used Q Z �, a A O ( ) 3 Manufacturer manuals for HVAC&water heatin stems shall be 2 For wind greater than 130 mph.blocks is rp ¢ WW w 14.d. 5<dlb<_6;bridging,full depth solid blocking or diagonal cross bracing c. In Bathrooms speeds Sre P g regtuired which transfers shear load o two without delaying the praxes of arty part of the project additional joists(3 joists total) E p Z rn C4 w shall be installed at intervals not exceeding 8 feet,the compression edge i. Provide(1)one GFCI outlet in every bathroom,unless otherwise noted 33.Heating&cooling equipment is sized per ACCA Manual based on loads � W - Z E- W 5. The Contractor shall be n nsible for all site safe requirements to protect of the member shall be held in line as by adequate sheathing or Garages calculated r ACCA Manual or other methods spo safety req pr d In tiara s per ) approved by the code official workers and all other le on site drain all construction phases at all times. subflooring,and ends at point of bearing shall be held in position to imp g p i All outlets to be GFCt,Spaced a 12ft O.C.maximum,starting at Eft W W O = q prevent rotation and/or lateral displacement W W F' '•" Z 6. All materials shall be instated in accordance wl manufacturer's spermcations 14.e. 6<d1b 5 7,both edges of the member shall be held in line for their entire from any opening 34.HVAC piping conveying fluids above 105°F or chilled fluids below 55°Fare F H Z g O x length&ends at points of bearing shall be held in position to prevent insulated to>_R-3. w < W E E^ 7. No materials shall be used for construction until it has been inspected& rotation and/or lateral displacement 10.Electrical receptacle outlets shall be installed in accordance w/Section E3901.9 O W w H Z A accepted by se Owner,unless otherwise agreed upon.All materials rejected 35.Protection of insulation on HVAC piping. _O Z .a < Z W shall be immediately removed from the site&not offered for inspection again. 11.AB receptacle outlets installed in the detached garage shall have ground-fault i� Q Z Z fix WINDOWS DOORS NOTES circuit-interrupter protections,in accordance with Section E3902.2 36.Hot water pipes are insulated to 2 R-3. 7 > Z E_ C4 W Q C7 8. i Work shall be execute J using best construction practices and all workers Q ¢ w Z shall be skilled in their trs de. 1. All windows and exterior doors shall be as manufactured by'Andersen Renewal', 12.Provide ground-fault&arc-fault circuit-intemipter protections in accordance TYP C20 .. N W x with Section E3902 STRAPPING E z a i w x 9. items shown on plans but not specifically stated in the specifications and/or vice 2. All windows&doors shall be installed in accordance wl manufacturer specs ;� versa shall be considered A be included tu the contract(if applicable) 11.At least one wall-switch-controlled lighting outlet o be installed to provide O Q >., ]0.The Contractor shall be n sponsible for Shop Drawings when applicable.All 3. All headers shall be(2)-2x 12 minimum,unless otherwise noted illumination on the exterior side of each outdoor egress door having grade level I I WALL CONSIRL'CfION PER co access,in accordance with Section E3903.2. conditions and dimensior s are tobe field verified by the Contractor. 4. The Contractor shall seal and/or prime all doors immediately upon installation. TYP HEADER(SEE FUN FOR SIZE) FLANS 11.The Contractor shall be n sponsible for removal of all construction debris from 10.At east one wall-switch�ointrolled lighting outlet shall be installed in every NAIL SIDING PER MANUFACTURER project site&shall provid:dumpsters etc.as re4d The project site shall be kept 5. All glazing and skylights shall be in accordance with the NYS Residential habitable room,bathrooms hallways,stairways,attached garages,and detached SPECIFICATIONS reasonably orderly on a d tily basis.At the completion of the Work the Building Code for impact resistance. garages with electric power. SIDING AS SELECTED BY OWNER TITLE SHEET Contractor shall remove,i waste materials,tools,rubbish,etc.,from the site& leave the floors broom ck an.The final cleanup shall be o owner satisfaction. 6. All glazing in hazardous locations according o section R308.4,shall be 11.All appliances shall have separate circuits,amperages shall be based on A23 W/3-8d EA. manufacturer's recommendations GENERAL NOTES insulated tempered glass. tions and specifications. ��WINEOW SILi TI'VEK'BUILDING WRAP LAP 6'&TAPE TYVEK SITE NOTES 7. All windows o be double glazed with Lowe glazing,U-.31 maximum,& MECf1ANTCAI�HVAC NOTES OVER VINYL DRIP EDGE 1. Contractor shall visit the:ite o verify existing conditions&make all appropriate USING IM FLEX EDGE inquires to determine con Iitions&field constructor criteria prior o submission SHGC-.40 maximum,Design pressure-50,All exterior doors o heated spaces . I FOf bids,&shall make no a iditional claims regarding site conditions thereafter. shall be insulated and weather-stripping installed per the Energy Conservation 1. If applicable,all mechanical/HVAC work shall be in accordance with all state SECURE TAPED JOINT Contractor&Owner's agi eement to enter into the work shall suffice as their Construction Cale of New York State. and local codes.The HVAC system shall be designed by others;the Contractor NOT I,SIRAFPI�G UNDER col VINYL J-TRIM Project#• __-_ shall coordinate with the Owner. acceptance o the terms s)necified herein.&shall be incorporated into any&all ��pVr NOT��p Drawing Scale: AS NOTED agreements between the Owner&Contractor. 8. Provide at least one window in each bedroom for emergency exit(egress)in INSTALL TYVEK FLEXWRAP conformance with Residential Code of New York State. Windows shall have WIND-BORNE DEBRIS ZONES OVER MOUNTING FLANGE. LAP Drawn By. AJK 2, Any existuig concealed a ndisons are based upon information taken from minimum openings of 24•vertical.20,horizontal,with a minimum clear TYVEK&TAPE JOINTS limited field investigation;.Tine Contractor shall make required adjustments to opening of 5 sq ft for 1st floor and 5.7 sq fl for 2nd floor.Habitable spaces shall 1, All construction within(1)mile of water as defined by authorities Date Printed. 4/211'2023 es having system connprnents as rec aired by actual field conditions at no additional cost to have a minimum of 8%of floor area for glazing and minimum of 4%of floor juurisdiction shall comply to Wind-borne Debris Zone criteria,including 130 MINIMALLY EXPANDING Owner or Architect Repo 1 any discrepancies between the drawings and actual area for ventilation.Provide egress hardware for casements where applicable, mph wind gust.Windows shall be protected using impact-resistant glazing able A POLYURETHANE FOAM OR field conditions to the Architect before construction begins. to withstand large Missile Impact Criteria In lieu of this,openings can be APPROVED CAULK 9. R312.2 Window fall protection.Any window sill that is<24•high shall be required to instead protected,to a maximum of Tx 8'with 518"CDX plywood panels cut,located (AROUND WINDOW RSO) SHEET. 3. The Owner shall be respe isible for any irregularities discovered during the Window opening control devices(WOCD)installed per R312.2.2&comply with ASSIM, r2090. and stored on site writh approved hardware available. WINDOW SEE PLANS counstrtctiou phase of the project which may require additional measures o be Ile WOCD after operation to release the control device allowing the window to firth•open,shall NOTE COIL STRAPPING SHALL BE FOR SIZE AND LOCATION) taken on the part of the C mtractor,sub-Contractors,or the Architect Any and not reduce the net clear olxning area of the window unit to less"the area required by � PLACED ON HEADER STUDS IN LIEU all costs related o the adc ifional work shall be the sole responsibility of the section R310.2.1. RES-CHECK ENERGY NOTES OF UNDER WINDOW OPENINGS Al SIDING Owner,unless otherwise,tgreed upon. 10.Flashingpazns o be installed under all exterior doors&windows.Exterior doors 1. All new construction shall comply with IECC 2015. 3 DOOR HEAD DETAIL 4. All items that obstruct the new construction such as utilities,existing structures, are o be fully weather-stripped Provide all screens&hardware as required etc.shall be removed and or replaced with approval from the Owner. 2. Install air barriers&thermal barriers per manufacturer's installation FOUNDATION WALL instructions. SCALE: 1 1 2"= 1'-O" }1.All new moldings,casings,window frames,etc.shall match existing,unless A 1 / 5. The Contractor shall veril f the location of all existing utilities,piping and related otherwise noted `tt %"I'linurrrrrr,r„ items prior o the comme:toement of work All costs incurred shall be the 3. All fenestration to be listed and labeled o meet AAMA. `�,..���eR E D,1 'rr►,,' o°�C? F R J p. ,C_ responsibility of the Cont:actor,unless otherwise agreed upon by the Owner ```��:�O 12.All windows and doors shall be caulked and sealed per the Energy Conservation `�..}P e , G. The Contractor shall be n spm0le for the protection of all existing buildings& Construction Cal of New York State requirements. 4. All recessed fighting fixtures shall be[Crated,labeled and sealed at WALL HEADING STRAPPING @ 1 ST FL '• ` housinglinterior finish. - tL other installations that an o remain intact while performing the specified work *; �- �n..j : < z e, 2 . STRAPPING CONNECTORS Cn% Provide&maintain fire e:tfnguishers on project site during construction. 13.All glass installed shall o be free of scratches&imperfections,&manufacturer . `-- shall include of a nnnninuum 5 year guarantee on all windows&doors. 5. Automatic or gravity dampers shall be installed on all outdoor air intakes& 7. The stakeout of the projec t footprint o establish all lines&benchmarks is o be exhausts. 2 & H O LD D 0l� Y 1 �1 S (TYP =.'�: "o x:_p 3 performed by a licensed s irveyor.All information given on the drawings shall ,�O...........E W` `` 11 be verified.If there are at y discrepancies,notify the Architect prior o 6. Blower test door C 50 pa less than 3 ach. Record when testing was conducted A 1 SCALE: 3/4"= 1'-O" �,'�rnr,r n�r�����„I proceeding for clarifiicatic n. (after rough-in and installation of penetrations)leakage rate,and test ©2023 Architectural KAHNCEPTIONS, PLLC ' K 1 I({ yy an, � 8 � $ _ 0 mow, rrl An Ln �rt$f7 C Z CD Cl rrT ., li ,N,d•'T pX� , � IC 1� 4" Furriso AfODWZ AIR OTC H07�p f C(j/ 21 8 i /FFq�...�.■_� Cps r "s ;k ro r SOURCE 20&230 V INDOOR AV4 MOT60� I-pli 1 OR LOAD APPLICABLE O 0.20 q ?I for rerence�0eti;Ud��t3OOR b 1PXO �1J1>SU i— LIM MAD N ru—ND �D i r 1 u I �u4 I SIK T' t.�y�. Jf„`..+y ti,�"` ��� �Y� ' �� � , c �� , �l ..J �� ,� ��'� � . Y � � .. 1 ;�i ��: i .t I•I ;� ..�,r. ��• � s��ti ���� i 1{i M�� .S�.tr' � ��-,��� � � ,• i � *` A�7 i i ° a,� � t� � I 5 - '' (i 'iy��. 1 , � ��� i ;. � �� G �`� �o �,_ LJ ;, i ' "`�,. .,� f •.,,t ii �' I - ~^,� i _ _ E '�,µ,,' iiyy r•r _ y i (• _-'=�._ Lam`:. _rt,- �t r �c=+-�•-��-era'- ���- raxr III " — . ,......�.•....�.,.,..�.,' ! • PT f, ,. F `�` • '•— ,"`i`7� :,lf 'y. :. cif .� r i:Tj pom 6 ='•3"-t r:ark. 13, [.•; � ..-a....••-.-•--••'-"• l�, "•t .�["'rid. ri. .4,�. r'��� ., .. UU -NU I UtotmiAl t uiNi i uvi i n ABNETREMOVED , WARNI.NGRISK OF ELECTRIC SHOD CAN CAUSE, INJURY OR DEATH : DISCONNECT ALL REMOTE ELECTI POWER ,� . SUPPLIES BEFORE SERVIC AVERTISSEMENT,RISQUE DE CHO ELECTRIQUES .PEUT CAUSER I B LESSUIRES ET MEME ENTRAlt LANO' COUPER SOURCE ENT -10N A DISTANCE AliVJ�NT LE D-E-PA- NNAGE.. y UnitarY 011i St JF