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of SOUr Town of Southold * * P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46088 Date: 04/07/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 60 Gagens Landing Rd Southold, NY 11971 Sec/Block/Lot: 70.-10-16 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 05/02/2024 Pursuant to which Building Permit No. 50818 and dated: 06/13/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "As built" roofed over on-grade patio addition to an existing single family dwelling as applied for per ZBA#7895, dated 4/18/2024. The certificate is issued to: Aleen Vella Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50818 03/24/2025 PLUMBERS CERTIFICATION: UA th iz d Signature �g1yFFot,��o TOWN OF SOUTHOLD �o BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "may • � SOUTHOLD,'NY N1 # Sao f 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#: 50818 Date: 6/13/2024 Permission is hereby granted to: Vella, Aleen 67 High St East Williston, NY 11596 To: Legalize an "as built' roofed over on-grade patio addition to an existing single-family dwelling as applied for per ZBA approval. At premises located at: 60 Gagens Landing Rd, Southold SCTM # 473889 Sec/Block/Lot# 70.-10-16 Pursuant to application dated 5/2/2024 and approved by the Building Inspector. To expire on 12/1312026. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $772.00 CO-ADDITION TO,DWELLING $100.00 Total: $872.00 Building Inspector ho�of SO!/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G' Q Southold,NY 11971-0959 JameshC�southoldtownny.gov COUNT`!, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Aleen Vella Address: 60 Gagens Landing Road city:Southold st: New York zip: 11971 Building Permit#: 50818 Section: 70 Block: 10 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Newgrange Electric Electrician: Edward Byrne License No: ME-45051 SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: AS BUILT PATIO Q04 AInspector Signature: r49) Date: March 24, 2025 60 gagens landing rd OE SOUIy�� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR' [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] I LATION/CAULKI G [ ] FRAMING /STRAPPING [ FINAL .1 �t [. -]: FIREPLACE & CHIMNEY [ .] FIRE.SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ -] ;FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . [ ] ELECTRICAL (FINAL) [ .] CODE VIOLATION. [ ] PRE C/O [ ] RENTAL REMARKS: �"u DATE 3 I yD INSPECTOR - '� -- of SOUIyO� V G 60 j/ L * TOWN OF SOUTHOLD kDING DEPT. coa 631-765-1802 -=1 N S.P-E C T 1-O-N [ ]. FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] INSULATION/CAULKING- [ ] FRAMING /STRAPPING [ ] FINAL [- ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) KI ELECTRICAL (FINAL) ' [ ' ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: Att" . t�l'1Y2 �. ;�, L� - 4 TV rl A VUZ (`,91. Ur Ge aw T U 110' S�DATE. -INSPECTOR . RCHITE X/UL HYI CEPTIONS. Pac 143 East'Main St.. : Smithtown;NY 11787. November•26;'2024: . . . . Owner/Location: , Vella Residence . . . . . . 60 Gagens Landing Road;Southhold,.NY 11971 Letter of Certification for strapping&•Framing, To the Town, . This,letter is from the Architect,Alexander J Kahn,RA.:I have been to the site and certify:to the best of my knowledge,that the strapping and framing as specified on the architectural plans were installed andmeets all 2020 New York.State residential codes:& town zoning requirements and per•approved plans, if.you'have anymore questions,please feel free to reach out to for clarifications at(631)278-2447: . Or email akahii@kahnceptions.com Thank you in advance. "�gZER�, . Sincerely, ' .Q:;... DER Alexander J Kahn,RA License#-038463 _ A L M Dated, 11/26)24 463 � 6 • �-,o�N�;rvYo�� MAR . • � • • • ����c��n Q®So�$h®Icy �a�n �" 50818 Aleen and Robert Vella 60 Gagens Landing Road Southold, New York 11971 September 25, 2024 i VIA FEDERAL EXPRESS C SEP 2 6 2024 John Jarski, Building Inspector Southold Town Building Department Suifc9ing Dcr arfraent 54375 Route 25 Town uir c, ui s,o Southold, NY 11971 Re: Building Permit Application—60 Gagens Landing Road Dear Mr. Jarski, With further regard to the above reference matter, enclosed herewith, please find a set of 15 photographs depicting the completion of the roof over patio in the rear yard at 60 Gagens Landing Road. Please allow these photographs to supplement the photographs previously submitted with the permit application. Photographs 1. through 5. depict the footing and post on the north side of the portico.As indicated in photos 3-5, a footing had been placed during the original construction of the.patio. The post rests squarely on top of the footing at the corner of the paving stone. Photographs 6. through 10. depict the footing with rebar which is 36 inches deep and the post on the south side.of the portico. The post rests squarely on top of the footing in the center of the paving stone close to the next row of paving stones. Photographs 1, 2, 6 and 7 show the hurricane strapping that was installed as per the plans. Picture 11 depicts the posts as installed prior to finishing with an Azek wrap. Photographs 12 through 15 shows the portico as completed. Should you require anything further in order to close the permit and issue a certificate of completion, please contact me at (516) 578-6174. 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"� _:*' a''S' 4i`' '` r-:: li.,' 'y."_ ✓ �'�!f•,;� . ,.r.=f'�x. rE t `h a"' __' -� ", � _ `� '3;*f,.+"F .... ..� ; ! � "•.eF d�. -'• �tzF. -�t"t .�ter Ts.:t '" �"€'"�� ,a..`'Yy. ,4.. r � - �yo - $'r...y '. ,s�,=Y'41,.. !3r«• �}`. 3 �� �,r 1 y"Y5 � _�""w k.t d r #,.,jFrtt t !.,' � s 4•rr'ta' eti.;,w•ty'C aFah � e t � '�'..q,`!; ��t .� } d tt,}' FIELD INSPECTION REPORT DATE COMMENTS �c FOUNDATION`(1ST) %—q 0clit �6 ------------------------------------ O FOUNDATION (2ND) z G � cn ROUGH FRAMING& PLUMBING 0 S r INSULATION PER N.Y. y STATE ENERGY CODE 00, 'J 0 d� ID Yt ®✓L r7' FINAL ADDITIONAL COMMENTS C (O-1 D o -�'GO C. '7�01 cb --r - ogLcn "C Z ��--�- 2S I� e-r d- re -`c� r MMA I R N � N � x r�. x d b 4 Q�o�oSufiocK�oG�� 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 https://www.southoldtownny.goov. Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only o: wi , 50� 18 - - PERMIT N0. Building Inspector: MAY 2 2024_ Appl'►.catrons;and forms must be filled out rn their entrrety Incomplete f ' app notbe accepted 4Where the Applrcant rs not the owner',an IJ� f Ov+iner's Authorrzatlon form(Page,2)shall be completed Date: 6WNERS)=0F PROPERTY x� 5 a F A � .y x "Name: Al SCTM # 1000- _1 V — 1 Q Project Address: �O 6� .to S w di d S©wkf p Ik r 1IEmail- , n- iJ I Phone#: IMP/ 5-79N4 &V8,(1:x6n ,t MailingAddress: L L ,•f [ v ., �� 1�1` �i� [,'_4S COIVTA'CT PERSON Name: i' V0101 Mailing Address: 67 WA • S- eeF W9 (I`s I S l 6 Phone#: 5 ff, 1 Email: r fn Ye, © MA DESIGN PR FESSIONAL IN >. . .. ,; Name: h del IVA, Mailing Address: 143 E- MCA9n I (�� � Phone#: 631 -no Email: kK.Ahh Ahn eiA 0h-c G' CONTRACTOR l(VFORINI�4TION Name: ) R_ 1 �� Mailing Address: -PI1 'k x J� c mi . o n NIL Phone#: Email: tom ' - I DESCRIPTION OF.PROPOSED CONSTRUCTION 1 ❑New Structure ❑Addition . Alteration ❑Repair ❑D molition Estimated Cost of Project: &(other tfi� lS h V l o/ $ 7i�7, 13D0 .QD Fill he lot be re-graded? ❑Yes dNo Will excess fill be removed from premises? ❑Yes ONO 1 A PROPERTY�WFORMATION ' ` = `o-O J..- -t` ry Existing use of property: intended use of property: d ,A, Zone or use district in which premises is situated: Are there any covenant and restrictions with respect to v� of"i, this property? ❑Yes No IF YES, PROVIDE A COPY Ad ra ON AN}} IWIa Check Box'Aiter Reaclin Tte oerJcontractor/design professional u responsible fdr all drainage anll storm water�sst�es as provided by s y . �. .,. g .. '" ,.� .:. i 'fi y �:: tr Chapter 236 i4 the Town Code APPLICATION iS HEREBy,MADF,to the Bwlding,Department for the issuance of a BWiidmg Permrt pursuant to the Building Zone i Ordnance of the Towm of Southold,Suffolk,�County,NeaiYork and otherapplicai�ie Laws,Orduihces ar Regulation's',for the constiaction of buildings, 'Y addi#ions,akerat[ons or for,i erioval or demoht�on as herein descnbed The appbcant agrees to comply with all applicable`laws,ordinances,building code, r housing code and regulations and to admit authorized inspectors on premises and in buildmg(sf for necessary ins�pedlons'False statements made haremare ipunishabI as`a Class A misdemeanor pursuant to Section 210 45 of fhe New York State Penal Law �, k s r f 7;,% � t, Application Submitted By"(print name): �Pj� I� ❑Authorize`d Agent Owner Signature of Applicant: Date: Apr rl I 7-4 , Z0-,73 'CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01 BU6185050 SS: . Qualified in Suffolk County COUNTY OF S L�� ) Commission Expires April 14,2—axy V � V ELLS being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (7�i)tA' (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 �AA4(A /n� ( l of day of Gf t I 20 �2 J Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD ' BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 24, 2023 TO: Robert Vella 67,High Street East Williston,NY 11596 Please take notice that your application dated April 24, 2023: - i For permit: to legalize an"as built"roofed over on-grade patio addition to an existing single-family dwelling at: Location of property: 60 Gagens Landing Road, Southold NY County Tax Map No. 1000—Section 70 Block 10 Lot 16 Is returned herewith and disapproved on the following grounds: The "as built" construction, on this nonconforming 13,080 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet. The construction has a rear yard setback of 27.6 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. 4 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 24, 2023 RENEWED: January 12,2024 TO: Robert Vella 67 High Street East Williston,NY 11596 Please take notice that your application dated April 24, 2023: For permit: to legalize an "as built"roofed over on-grade patio addition to an existing single-family dwelling at: Location of property: 60 Gagens Landing Road, Southold NY County Tax Map No. 1000— Section 70 Block 10 Lot 16 Is returned herewith and disapproved on the following grounds: The"as built" construction, on this nonconforming 13,080 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size.require a rear yard setback of 35 feet. The construction has a rear yard setback of 27.6 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS 0---Leslie ® s0(/ Southold Town Hall � �Kanes Weisman, Chairperson �® �® 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes ® a� Town Annex/First Floor, Robert Lehnert, Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento C®u Southold, NY 11971 RECEIVED 7.� http://southoldtownny.gov 1,i,_ _o G 3:00L ZONING BOARD OF APPEALS TOWN OF SOUTHOLD 9 2024 APR 2 5 2024 k r . Tel. (631) 765-1809 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 18, 2024 ZBA FILE: # 7895 NAME OF APPLICANT: Robert Vella PROPERTY LOCATION: 60 Gagens Landing Road, Southold,NY SCTM# 1000-70-10-16 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 13,081 square foot parcel located in an R-40 Zoning District. The parcel has two front yards,runs 106.05 feet on along South Street, runs 125.00 feet along Gagen's Landing Road, runs 115.33 feet on the West side and 112.62 feet on the South side. The parcel is improved with a one-story house, a covered slate patio, a composite stoop and steps, a below ground pool, and pool equipment. All is shown on a survey by Ralph Neil L.L.S. dated June 23,2023. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's January 12, 2024, Notice of Disapproval based on an application for a permit to legalize an "as built" roofed over on grade patio addition attached to an existing single-family dwelling; at; 1) located less than the code required minimum rear yard setback of 35 feet; located at: 60 Gagens Landing Road, Southold,Peconic,NY. SCTM No. 1000-70-10-16. RELIEF REQUESTED: The applicant requests a variance to legalize an "as built" roofed over on-grade patio addition attached to an existing single-family dwelling with a rear yard setback of 27.6 feet,where town code requires a minimum rear yard setback of 35 feet. ADDITIONAL INFORMATION: The applicant testified that the new covered patio was built to replace an old aluminum roof that previously existed on the rear of the house. However, without a survey, it is impossible to tell if the old aluminum structure had a pre-existing non-conforming rear yard setback similar to what the applicant is applying for in this application. Page 2,April 18,2024 #7895,Vella SCTM No. 1000-70-10-16 A Stop Work Order was issued April 7, 2023 to the property owner for work being done without first obtaining a Building Permit. The neighbor residing on the property adjacent to the applicant's rear yard wrote a letter of support for the application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 4,2023 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is a residential neighborhood consisting of single-family homes. Covered patios are common in residential neighborhoods. The construction of a new covered patio in-the rear will not have any visual impact on the street or adjacent properties because the rear yard is totally screened by a high solid vinyl fence and very large evergreens on the neighbor property abutting the fence and the house blocks the structure for the street view.Therefore,there will be no change in the character of the neighborhood. 2. Town Law&267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing rear yard setback of the dwelling is 42.3 feet. The applicant could build a 7.3 feet long covered patio off the rear of the house and conform to code. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 21%relief from the code. However, the property line has substantial vegetative screening and the covered patio is an open-air structure that will not be enclosed. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this, residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law U67-b(3)(b)(5). The difficulty has been self-created. The applicant started the work without applying for a building permit. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a covered patio while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test,under New York Town Law 267-B,motion was offered by Member Dantes,seconded by Member Planamento,and duly carried, to GRANT the variance as applied for, and shown on the Architectural plans by Alexander Kahn, Architect, Sheets labeled Site Plan, Al,A2, &A3, dated October 17,2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant must apply to the Building Department for a building permit for the "as built" improvement(s)within 90 days of the date of this decision and submit same to the Office of the'.Zoning Page 3,April 18,2024 #7895, Vella SCTM No. 1000-70-10-16 Board of Appeals,or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a building permit in the time allotted. 2. The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built" improvement(s)and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a Certificate of occupancy in the time allotted. 3. The on-grade patio addition shall not be enclosed. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS)GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3)consecutive one(1) year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REOUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals ote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento,and Lehnert. (4-0) Ab um eslie Kanes Weisman, Chairperson Approved for filing�_ //1 /2024 ode S�frFai . BUILDING DEPARTMENT-Elec Inspector 6 2� ��� C'�GyJ► TOWN OF SOUTHOL MQy e o Town Hall Annex- 54375 Main Roa - PO Box 116%pa�R`e� ; . • Southold, New York 11971-095!Bu11a��0f sp��,��1d► Telephone (631) 765-1802 - FAX (631) 76�° 502 jamesh(cD-southoldtownny.gov— seanda-southoldtownriy.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 02/18/2025 Company Name: Newgrange Electric Electrician's Name: Edward Byrne License No.: ME-45051 Elec. email: service@ngrange.com Elec. Phone No: 516-307-1780 ❑✓ I request an email copy of Certificate.of Compliance Elec. Address.: 111 F Roosevelt Ave, Mineola NY 11501 JOB SITE INFORMATION (All Information Required) Name: ALEEN VELLA Address: 60 GAGENS LANDING ROAD Cross Street: SOUTH STREET Phone No.: (516)578-6174 Bldg.Permit#: 50818 email: RMVELLAJR@HOTMAIL.COM Tax Map District: 1000 Section: 070.00 Block: 10.00 Lot: 016.00 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ROOF OVER PATIO WITH(8) RECESSED LIGHTS AND (1)CEILING FAN. (1)GFCI (5)Switches 1 Wall sconce, 1 TV outlet load side of GFI s \ (_ U 7 Square Footage: 1288 Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES ❑✓ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph, Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[]Underground❑Overhead # Underground Laterals 1 R2 H Frame Pole Work done on.Service? Y ] N Additional Information: PAYMENT DUE WITH APPLICATION P� C LOo reci 169g99 E BUILDING DEPARTMENT-Ele �'/� Inspec r TOWN OF SOUTHOL a =� Town Hall Annex- 54375 Main Roa - PO Box 11�j�osT o��D �{ Southold, New York 11971-095� IA61�®��°`�$ Telephone (631) 765-1802 - FAX (631) 76�9502 Yid �:c{�`✓ iamesh(a-)southoldtownny.gov - seandp_southoldtownn' .gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 02/18/2025 Company Name: Newgrange Electric Electrician's Name: Edward Byrne License No.: ME-45051 Elec. email: service@ngrange.com Elec. Phone No: 516-307-1780 1 request an email copy of Certificate of Compliance Elec. Address.: 111 F Roosevelt Ave, Mineola NY 11501 JOB SITE INFORMATION (All Information Required) Name: ALEEN VELLA Address: 60 GAGENS LANDING ROAD Cross Street: SOUTH STREET Phone No.: (516)578-6174 Bldg.Permit#: 50818 email: RMVELLAJR@HOTMAIL.COM Tax Map District: 1000 Section: 070.00 Block: 10.00 Lot: 016.00 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):' ROOF OVER PATIO WITH (8) RECESSED LIGHTS AND (1)CEILING FAN. (1)GFCI (5) Switches 1 Wall sconce, 1 TV outlet load side of GFI s ��\_ [.� 'Square Footage: 1 288 Circle All That Apply: Is job ready for inspection?: YES NO Rough In w ,Final Do you need a Temp Certificate?: YES ✓0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# QNewServiceOFire Reconnect[Flood ReconnectOService Reconnect OUndergroundE]Overhead # Underground Laterals D 1 2 D H Frame 0 Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION C EWE Aleen and Robert Vella M AY - 2 2024 ' 60 Gagens Landing Road, Southold, New York 11971 P.,,rT May 1, 2024 VIA FEDERAL EXPRESS John Jarski, Building Inspector Southold Town Building Department 54375 Route 25 Southold,NY 11971 Re: Building Permit Application—60 Gagens Landing Road Dear Mr. Jarski, With further regard to the above referenced application, enclosed herewith, please find 3 additional sets of architectural plans, 4 sets of construction photos, a site plan and copy of the letter granting our application fora variance. I have been informed by members of the staff that the file is otherwise complete." I would respectfully request that our permit application be resubmitted for consideration as soon as possible. I thank you in advance for your consideration of our application and should you need anything further, please do not.hesitate to contact me at 516-578-6174. y ur rul aea Aleen and Robert Vella 60 Gagens Landing,Road Southold, New York 11971 March 5, 2025 VIA FEDERAL EXPRESS John Jarski, Building Inspector Southold Town Building Department 54375 Route 25 p �( Southold, NY 11971 u Re: Building Permit Application—60 Gagens Landing Road 6 2�25 t�1A� Dear Mr. Jarski, 'Dp'pa '9d B�aildia�®$S00 With further regard to the above reference matter, enclosed herewith, please find a completed Application for Electrical Inspection, a check for the inspection fee in the amount of Two Hundred Dollars ($200.00) along with an Architect's Certification Letter regarding the strapping and framing of the Roof Over Patio at 60 Gagens Landing Road. Please allow these documents to supplement the photographs and documents previously submitted with the permit application. My understanding is that these were the only remaining items required to schedule and final inspection of the completed work. I would respectfully request that both inspections be scheduled for the same date, if possible. Should you require anything further in order to close the permit and issue a certificate of completion, please contact me at (516) 578-6174. I thank you in advance for your consideration. V"ella R ZONING INFORMATION SECTION BLOCK LOT # 07.00/10.00/016.000 ZONING DISTRICT R-40 TOWN OF SOUTHOLD ALLOWED PROPOSED BUILDING HEIGHT 35 12.42' F.A.R. N/A N/A LOT COVERAGE 20% 13.23% MINIMUM SETBACKS FT FT FRONT 50 NO CHANGE 2ND FRONT 35 NO CHANGE SIDE 15 31.7' REAR 75 28.7' TABLE OF AREAS AREAS S.F. LOT AREA 13,080 SOUTH STREET 1ST FL. AREA, EXISTING 1,446 - _ 1ST FL. AREA, NEW 0 sz�� 1oG.o5 TOTAL 1ST FL. AREA 1,446 i 2ND FL. AREA, EXISTING 0 I 2ND FL. AREA, NEW 0 TOTAL 2ND FL. AREA 0 0 a� I 2G.2' 39.0' EXISTING WOOD � DECK Ei✓ EXISTING PLATFORM o o 3.4'x6.2' �lo V O N N ,r 4.6' o _ N I[[i EXIST fV o -- I STY FRAME DWELLING 7 27.G' 1 . ' EXIST GARAGE 26.2' 40.5' MAINTAIN EXISTING ROOF OVER 272 SF MIN SIDE YARD 15' S 87°58'10"W — 112.G2' 1 SITE PLAN SITE SCALE: 1"= 20'-0" INFORMATION FOR SITE PLAN TAKEN FROM SURVEY PROVIDED BY OWNER BY. DATED, *NOTE'SEE SURVEY FOR ACCESSORY STRUCTURE LOCATIONS ©2018 Architectural KAHNCEPTIONS, PLLC 0%yS►u rnupt'''',,' DATE PRINTED: ��.•`�7j�;••''•"'AL@X•�c; ARCHITECTURALNTAIN EXISTING ROOF OVER 4/21/2023 ��•o ��'.��s KAHNCEPTIONS, PLLC '•w p/ VELLA RESIDENCE SH=.- �; f' 143 E.Main Street '-.W � :ME Smithtown,NY 11787 P.Wa cepti ns SITE a 60 GAGENS LANDING RD SOUTHOLD,NY 11971 �� :• Akahn@Kahnceptions.com yam`' wwww.Kahnceptions.com rrrtniL GENERAL NOTES 27.Where new foundations are added adjacent to existing foundations,deformed 6. All gypsum board work shall be done in accordance with the latest edition of the MECHAN7CA11HVAC NOTES 8. New&existing back fill material,topsoil are to be free of weeds,tree roots,rocks reinforcing steel dowels shall be provided Embedment shall be 69ninimum into •Drywall Construction Handbook'by United States Gypsum and installed as per I. No Work shall start until approved Cotstrutctim Documents are obtained from &debris.All surplus material that is unsuitable for back fill material shall be the existing foundation,and secured using an epoxy anchorage adhesive section R702.3.Alt finish joints,j-beads,nail dimples,corners,edges and seams 1. If applicable,all mechanicaMAC work shall be in accordance with all state Table 3.1 Nailing Schedule TABLE R301.2(1) ARCHITECTURAL the Building Department. removed front the site.Proper town inspection approvals must be obtained manufactured by'Simpson Strong Tie'SET or equal.Installed per the shall be taped and finished in accordance with manufachu�er's installation and local codes.The HVAC system shall be designed by others;the Contractor CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA KAHNCEPTIONS PLLC before covering any excavated work manufacturer's recommendations.See plans for dowel sizes and locations. recommendations.Apply three(3)coats of joint compound The Contractor shall shall coordinate with the Owner. Joint Description # of Nails Nail Spacing WIND DESIGN 2. Prior to any Work being performed the Contractor shall be responsible to read wait a minimum 24 hours to dry between coats,and the final coat shall be GROUND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN 143 East Main Street overall notes,drawin and nfications if applicable.if the Contractor sees 9. Alltrees that are within ei nt 8 feet of thebuildin shall be protected see sanded smooth,primed and re for wall fmishin ,as perowmer.Metal corner ROOF FRAMING SNOW Speed° Topographic Special wind Windborne DESIGN Frost line DE51GN UNDERLAYMENT FLOOD FREEZING ANNUAL gs, spec' ( ) Sl ( ) 8 ( 28.Anchorboltsshallbe5/8'diameterx16,longj-bolt Grade55orapproved 8 WIND-BORNE DEBRIS ZONES LOAD° (mph) effects" region' debris zone" CATEGORY' Weathering' depth° Termite` TEMP° REQUIRED" HAZARDS° INDEX' TEMPI SmlthtOW►1, 11787 any discrepancies,he shall notify the Architect for clarifications. detail sheets for more information). equal,minimum two bolts r sole late r ASTM F-1554 with 3•washers bead to be used on all outside corners and around all openings typical PER RAFTER t ut�FROM COW _ P:(631) 780-6124 J is P 1� Rafter to Top Plate (Toe-Nailed) 3- 8d with nuts and shall be embedded a minimum of 8•into concrete.Anchor bolts PER JOIST in jFo@KahnCeptiOris.COm 3. The Contractor shall file all necessary permits,and appropriate apptcations 10.A licensed land surveyor shall perform a final grade survey prior to occupancy 1. All construction within 1 mile of water as defined authorities Navin Ceiling Joist to Top Plate (Toe(nailed) shall be spaced a maximum of 36"O.C.and located 6-12"from the ends of each O � 8 8-16d EACH LAP MANUAL J DESIGN CRITERIA" www.Kahnceptions.eom or to the start of an Work am1 obtain the Certificate of Occu at the in order to assure sitive drains a awa from the foundatiou Minimam 5% 7. All painted surfaces mast be fully covered in a uniform manner to be accepted as jmrisdiction shall comply to Rind-borne Debris Zone criteria,ircltufing 130 Ceiling Joist to Parallel Rafter (Face-nailed) Im Y pa cY Po 8 Y ( )• plate section.Anchor bolts shall not be placed in doorways.Anchor bolts shall be coin lete the Owner.An aintin to be done shall be two 2 finish coats of 8-16d EACH LAP W inter Summer Altitude Indoor design Design Heating temperature letion of the ect for the Owner.The Contractor shall a far its Drains elevations and direction should be noted on the document p Y P 8 ( ) mph wind guest.Winclows shall be protected using impact-resistant glaziiug able Ceiling Joist Laps over Partitions (Face-Haled) Elevation Latitude cmnp proj PY P�� � %e coated in accordance with the pressure treated woodmanufacturer's remium ode azntoverone 1 coatofcom stole er Ben'an»n �_1f� PER TIE heating cooling correction factor temperature temperature cooling difference certificate of occu an and an necessa field tests as ired to meet desi P gr P ( ) P I� b ) to withstand Large Missile Impact Criteria.In lieu of this,openings can be Collar Tie to Rafter (Face-naled) P cY. Y ry � 8n reconunendations. EACH END _ _ _ _ Moore:or approved equal.Color as specified by the Owner,unless otherwise rotected,to a maximum of T x 8'with 5/8'CDX 1 ood anels cut,located, 6lockin to Rafter Toe-n ailed 2- - - - criteria of all materials,unless otl uerwise agreed upon by the Owner 11.All Drywells on-site shall be installed per State and i.ocal Cates. P P�' P 9 ( ) EACH END - . noted Any exterior wood surfaces shall be two(2)coats of exterior grade stain and stored on site with approved hardware available. A 16d Cooling Wind Wind velocity Coincident Daily Winter Summer 4. All Work completed shall be in accordance with the following codes DEMOLI170N NOTES Footings asselectedbyOwner. temperature difference velocity heating cooling wet bulb range humidity humidity - 2020ResidentialCodeofNewYorkState RES-CHECKEN'ERGYNOTES Top Plate to Top Plate (Face-Naled) 2- 1 PER FOOT - - - _ - - - _ 2020 Energy Conservation�;onshuction Cafe of New York State 1. Remove all existing constructioons and finishes necessary for the completion of 29.All footings shall bear on virgin soil having a minimum bearing capacity of(2) 8. Patch all finishes to match existing,including but not limited to,gypsum board Top Plates at Intersections (Face-n ailed) 16d JOINTS - EACH SIDE 2018 Wood Frame Constru:ton Manual(WFCM 2018) the Work as shown of the drawings.Necessary disconnects and alterations to ton per square foot. plaster,acoustic systems,woad trim,covers,base,panels.rails and wainscot. 1. All new construction shall comply with IECC 2015. Stud to Stud (Face-nailed) 4- 24" O.C. For ST: 1 pound per square font=0.0479 kPa,1 mile per hour=0.447 m/s. NFPA Standard 70,The National Electrical Code existing mechanical and electrical systems.Patch as required all constructions Verify match of new finish materials to existing in color,texture,thickness,cat H _ i 16d 16" O.C. ALONG EDGES a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength required for weathering shall govem. Bader to Header (Face nor led) The weatherin column shall be filled in with the weatherin index,"ne lr ible,""moderate"or"severe"for concrete as determined from Fi ure R301.2 4 The de of mason units shall be determined to remain in ac ordance with the contract drawings.Where Contractor is 30•Footings to extend a minimum T-0"below grade,unless otherwise noted etc•to satisfaction of the Owner prior to any installations.Provide other 2- g P g.g, g ( ). gra ry 5. in addition to the above corks,all work shall be code compliant to Ile latest designated to make removals,disposition of materials is the responsibility of the materials to match existing to be approved by the Owner. 2. Install air barriers&thermal barriers per manufacturer's installation 16d from ASTM C34,C55,C62,C73,C90,C 129,C 145,C216 or C652. PER 2X4 STUD To or Bottom PI a tud - i e b er th r editions of theNYSuniformfirehrevention,allapplicaLilebuildingcodes,the Contractor.Verify with the0wner,thedrsposidonandremovalofany instructions. p Qt t0 S (End Hal d) 16d . Wh e e f ost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction shall fill in the frost line depth 31.Footings and foundations to be poured concrete of size noted on Plans. PER 2X6 STUD column with the minimum depth of footing below finish grade. zoning codes of the local Town and all other federal,state and local agency components of salvageable value. 9. Patch existing walls gypsum drywall or plaster to match existing of sufficient PER 2X8 STUD c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. regulations having jurisdicfion over this project If there are any discrepancies thickness to maintain uniform wall thickness.All exposed portions of wall shall 3. All fenestration to be listed and labeled to meet AAMA. 2-16d,a PER FOOT d.The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)A].Wind exposure category shall be determined on a site-s ecific basis in accordance between agency requirements,the Contractor shall follow the strictest 2. All removals and salvage shall become the property of the Contractor,unless FRAMING/CARFENTRY NQTES be finished with three 3 coats of ackh sanded and left in a aint re Bottom Plate to Floor Joist, Band joist, _ ( ) sP P �Y _ 3 with Section R301.2.1.4. P requirements. noted or requestexdby the owner. condition. 4. All recessed lfghfingfixtures shall be!Crated labeled,and sealed at FL R RAMING e. The outdoor design dry-bulb temperature shall be selected from the columns of 97'/Z percent values for winter from Appendix D of the Plumbing Code of New York State.Deviations from the Appendix D 1. All carpentry wood Work shall be done in compliance with the Wood Frame housing/interior finish. - temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also see Figure R301.2(1).] Joist to Sill, Top Plate or Girder (Toe-Nailed) 4t6@d PER JOIST f. The urisdiction shall fill in this art of the table with the seismic desi cate o determined from Section R301.2.2.1. 6. All work shall comply with the stndards of the National Board of Fire 3. Remove only non-load bearing construction and partitions.Tine Contractor to Construction Manua12018. 10.Level all existing floors as required to receive new floor finishes where J P gn g ry Underwriters B ,the American Gas Association AGA,American Socie of v rior to removal,that no structural coin ents,i.e.bearin walls,beams, Brid in to Joist Toe-Nailed �-- d EACH END � � ( ) � �'p � 8 applicable.TheCattractorsltallinstalltrattsitionpiecesapprovedbythe0wner 5. Automatic orgravitydampersshallbeinstalledonallottdoorairintakes& g g ( ) 2- Sd g. [NYj To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a Heatin &Air Conditionin I5t 'leers AS Oocu ationat Safe and Health headers,etc.Su in floor,roof or ceilin ousts are desi sled for removal EACH END 8 8 8a ( � P tY 1� 8 gJ 8m 2. All lumber shall be Doug-Fir#2(Fb-875 psi)grade stamped minimum, between various floor f nishes where licable. exhausts. Blocking t0 Joist (Toe-Nailed) flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Administration(OSHA),applicab''.e stateOuilding codes and the requirements of 3- 16d EACH BLOCK Blocking to Sil! or Top Plate (Toe-Haled) Study for the community,as amended or revised with: all public utility companies serving the project site. 4. The Contractor shall contact the Architect prior to removal of any construction Led er Stri to Beam Face-Nailed 3- 16d EACH JOIST i.The accompanying Flood Insurance Rate Map(FIRM), differin from the desi intent.The Contractor's non-contact of Architect or 3. All lumber shall be 8"above a minimum. g p ( ) 3- 8d PER JOIST g gn' poi � ELECTRICAL NOTES 6. Blower test door @ 50 pa less than 3 act.Record when testing was conducted ii.Flood Boundary and Floodway Map(FBFM),and 7. The Contractor and allSub-Contractors shall be licensed the st*w which to removal of an Work indicates his con lete understandin that no load after rout -in and installation of netrations leaks rate,and test Joist on Ledger to Beam (Toe-nailed) 3- 16d PER JOIST by y p g ( 8h Pe ) 8e iii.Related supporting data along with any revisions thereto. rcatierns.Iftestin 'snot rformed.avisualin onmustbe ormed Band Joist to Joist (End-nailed) 2- 16 PER FOOT the project is located and approwxl in advance by the Owner. bearing or structural work is being altered under this contract and assumes all 4. Any lumber in contact with concrete or masonry,or the exterior envirotunent 1. AB electrical work shall be in accordance with the National Llectrical Cak,NYS 8� Pe lxri tit The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. liability. Fire Underwriters Code,Residential Cock of New York State,all state and local and verification may need to occur during inspection report. or op a e oe-nal a h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a histo of local dams a from the effects of ice dammin the•urisdiction shall shall be ACQ,pressure treated lumber. T g g, J 8. The Contractor and all Sub-Contactors shall workerscom ration and codes,and atili coin codes and bons. 8d (See Table 3.10) fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." �Y t� tY ICY � Wood Structural Panels general liability insurance thatamrplieswithstate,localcocksandordinances. 5. ADstructur'alsystemsshallbemaintainedandbeadequatestrengthtoSupport 7. U-factors of fenestration products are determined in accordance with theNFRC Diagonal Board Sheathing i. The jurisdiction shall fill in this part of the table with the 100-yearretum period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data 5. All new exterior wood fence and new deckingmaterialsshallbewatersealed& Center data table"AirFreezin index-USA Method Base32°F the new design bads and to resist the deformation caused by such bads as stained as r manufacturer's recommendations. 2. Furnish Fire Underwriters Certificate upon completion of work least procedures or taken from the default tables 1"x6" or 1"x8" 2- 8d PER SUPPORT g ( ).,. 9. All work is tobecoordinatedwiththeOwner.TheContractoristomeetwiththe applicable.For Minimum design bad values,see tableR301.5onGeneralNote » " j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing index-USAMethod(Base32°F)." DATE REV.# DESCRII'IION 3- 8d k. In accordance with Section R301.2.1.5,where there is local historical data documentin structural dams a to buildin s due to to ra tic wind s Bed-u effects,the urisdiction shall fill in this art of the Ownter prior to starting construesfon.The Contractor will present the building sheet A 1 8. A ective coverin is installed to a sect exterior insulation and CEILING SHEATHING g g g pog P P P J P permit&insurance certificates to the Owner prior to starting contraction. 6. Sills to be pressure treated and securely flashed with termite shield The sill plate 3. The Contractor must verify with his licensed electrician if an upgrade of I 8 protect xW table with"YES."Otherwise,the jurisdiction shal I indicate"NO"in this part of the table. Owner governsaBaspectsofoutadeContractorsworkingontheproperty. 6. All electricalconduits.wires,andegttipment adjacent toorcontainedwithin shallbe2x6,unlessotherwisenot� electrical service is required forthisproject,andnotifythe0wner. extends a minimum of6in.belowgrade. Gypsum Wallboard 5d Coolers 7" Edge / 10" Field I. in accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. existing partitions shall be removed back to the next panel board and shutdown. WALL SHEATHING 10,Allmaterialstobefurnishedandinc atedintotheWorkshallbenew, No circuits,wires or 'pmentshallremainopenorliveduringconstruction. son tiva- e. No bstitutionsallowed. 4. Per SectionR315&the2020NYSFireCodeSection915,Acarbonmonoxide 9. All insulation shallbeinstalledandlabeledw/R-value provided m.InaccordancewithSectionR301.2.1.2thejurisdictionshallindicatethewind-borne debris windzon,e(s).Otherwise,the jurisdiction shall indicate"NO"in this partofthetable. 7. Allmetal connectors shall be ll ap ri g he sic Wood Structural Panels 81 See Table 3.11 n.The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1 a or Ib from ACCA Manual J or established criteria determined by the jurisdiction. tnntsed and of quality standard to the indntryof similar nature and character, Metal connectors shall be at all appropriate locations including,but not limited alarm shall be provided on each story containing a sleeping area,within 10 feet Structural Fiberboard Panels o. [NY]The ground snow loads to be used in determinin the desi n snow loads for roofs are lien in Fi ure R301.2 6 for sites at elevations u to 1 000 feet.Sites at elevations above 00 unless otherwise noted AB materials shall be installed using the Manufacturer's to.Roof to wall,wall to wall,wall to foundation,and all other locations as of the sleeping area.More than one carbon monoxide alarm shall be provided 10.Floor insulation installed per manufacturer's instructions and in substantial » » N g g g g ( ) P 1, 0 feet shal I have recommendations and best standards of construction. FOUNDATION/CONCRETE NOTES where neces to assum that no slee in area on such st is more than 10 1/2 11 ga. gals 3 Edge / 6 Field their ground snow load increased from the mapped value by 2 psf for every 1,000 feet above 1,000 feet. required by code.If a connction is not specified.the Contractor shall notify the �' P 8 oy� contact with the underside of the subfloor,or flare framing cavity insulation is 25 32' 11 ga. galy 3" Edge / 6" Field Architect prior to ordering feet away from a carbon monoxide alarm.A carbon monoxide alarm shall be lit contact with the top sick of sheathing or continuous insulation is installed on / TABLE R301.7 11.All materials,assemblies,&methods of construction are to be supervised by the General provided on each story that contain a carbon monoxide source&fuuel-burning titre underside of floor framing and extends front the bottom to the top of all " ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS°° TABLE R301.5 Contractor tobesuretheyamin accordance Willi the drawings,specifications, I, iecontractorshallprovidefouundationpi nstothegeotechnicalengineerfor appliance. perimeter floor framing members. Gypsum Wallboard (1/2 MIN) 5d Coolers 7" Edge / 10" Field MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 8. Framing shallbedoubledmundallopenings&joists under parallel walls above 81 ALLOWABLE (in pounds per square foot) P4 &all relevant caries.Any variations from the drawings&slecifications wiB not review to ensure compliance with the geotechnical report.The Contractor shall Hardboard (See Table 3.11) STRUCTURAL MEMBER DEFLECTION be permitted unless by written consent from the Architect be familiar with the geotechnical report.if a amtlict occurs between the notes Particleboard Panels Sri See manufacturer USE LIVE LOAD � T � ,� 5. Single and multiple station smoke alarms shall be provided in accordance with 11.A'all,floor&ceiling insulation shall be installed in accordance with the ( ) Rafters having slopes greater than 3:12 with n � h•i••� t\ and the geotechnical engineer's recommendations,then the most stringent shall 9. All beams,girders,etc.to have minimum bearing of 3.5'. Diagonal Board Sheathing L/180 Uninhabitable attics without storage 10 NOTE:FOR TYPICAL DEAD 0) SecfionR314(IRC)asmodifiedbytheN'YSSupplement.Theyshallbeprovided manufacturer's installa6otintrucGons N N » N 2_ 8d finished ceiling not attached to rafters 12.Substitutions not permitted unless by written consent from owner&Architect apply. in each sleeping room,outside each separate sleeping area,and on each level 1 x6 or 1 x8 PER SUPPORT i s LOADS FOR WOOD FRAME r-I 3- 8d Interior walls and partitions H1180 Uninhabitable attics with limited storage 20 C) r-t " 10.No joist or stud shall be cut more tltut I(3 it's depth for any piping work duct or with the exception of uninhabitable spaces per the Residential Code of New York PER SUP T CONSTRUCTION ASSUME 13.If the Contractor requires additional details or information not found on the 2. The Contractor shall verify all dimension,drops,slopes,and shall report electrical work 12.Vented attics with air permeable insulation include baffle adjacent to soffit& FLOOR SHEATHING Floors L/360 Habitable attics and attics served with fixed stairs 30 drawings or specifications(if applicable),then the Contractor shall request this discrepancies to the Architect prior to the start of construction. State.Smoke alarms and carbon monoxide alarms shall r interconnected y that eave vents that extends over insulation. 10 LBS/SO HE 0i / . • informa6onfromtheArchitectnuwritingptiortothestartofconstmc•lion. theactua6onofonealarmactivatesallofthem.The alarmsshallbeclearly Structural Panels Ceilings with brittle finishes(including plaster !�-i I1.ABstairconstructiontocomplywithNl'Sresidentialbuildingcode.8114^ audible inaBbedrooms. 1" or Less 8d 6" Edge / 12" Field and stucco) L/360 Balconies(exterior)anddecks` 40 L'NZESSOTHERWISENOTED ' ! , A 3. During construction the Contractor may encounter existing conditions that were 13.Attic aexess hatch&door insulation 2 R-value of the adjacent assembly » • Ceilin s with flexible finishes includin sum Fire escapes 40 0 �•,j,� 0 14.DO NOT SCALE THE DRAWINGS.Written dimensions take precedence over unknown during design and vary from the plans.The contractor shall notify the maximum riser.9•minimum tread depth,1114'max nosing 36°high handrail Greater than 1 l Od 6 Edge / 6 Field g') ( g gYp L/240 � � � sea ensnons. a ntrac T shall notify the Architect of any discrepancies Architect in writing prior to proceeding with the Work of ail discoveries that 6. Prior to installing gypsum work the Contractor shall coonlinate with the Owner Diagonal Board Sheathingboard Guards and handrails° 200° e 12.All able walls taller than V-1•above the finished floor ie cathedral ceilin to determine the location of an items such as thermostats,to hones,cable, 14.Construction drawings and documentation demonstrate energy cote compliance • » 2- 8d PER SUPPORT All other structural members L/240 r h �:) on drawings prior to starting the Work If the Contractor is imsuure of a specific interfere with proper execution of the N ork and/or jeopardize the structural 8 ( Ss) Y 1 x6 or 1 x8 Guard in-fill components' S0'' 0 `J shall be framed with 2x6 sheds 16"O.C.minimum. interconns,alarms,etc. for the building envelope.Thermal envelope represented ou contraction » » 3- 8d PER SUPPORT Exterior walls-wind loads°with taster or dimension,the Contractor shall rotify the Architect for clarification. integrity of the structure. @ H1360 C /� documents ' Nailing requirements are based on wall sheathing naled 6" on-center at the panel stucco finish p Passenger vehicle garages" 50' � V cn 15.TheContractorshallverifyalldmensionsinfield,ifthereareanydiscrepancies 4. Underground utility services that run parallel to the foundation shall not be Z The Contractor shall verify with the owner.location and quantity of lighting ed e. If wall sheathin is nailed 3" on-center at the anel ed a to obtain hi her shear Exteriorwalls-windloads'withotherbrittle Rooms other thanslee in rooms 40 H w P 13.Fire blocking shall be provided per section R302.11 both vertically blocked at 15.Coin Lance certificate ed A certificate identif' fire ene related H/240 p g on the drawings,Contractor shall notify the Architect prior to starting the Work located closer than5feetfromthefoundation. fixtures,switches,outlets,etc. p Yin8 "ane capacities, nailing requirements for structural members shall be doubled, or aternate finishes intervals not exceeding 8 feet and horizontally blocked at intervals not features of the building must be located on or in the electrical panel,or other Sleeping rooms 30 � i;'� exceedin lOfeekHreblockin shallbeinstalledalsoinconcealed aces. eetors s ch s shear I tes shall be used o maint in th to d Me' Exterior walls-wind loads'with flexiblefrnishes H/120 g g �' approved location. c`o�hen wufll s�teatRdng cis c�n�inubus over connec ed mem�iers Ile�ab�iPated z 16.On site verification of dimension;and condition to be made before ordering 5. A moisture retarder,such as two layers of 15#felt or one layer of 30#felt,and 8. All switches shall be installed 36,above the finish floor,unless otherwise noted Lintels supporting masonry veneer walls` L1600 Stairs 40` o-•+ materials or starting work hot-mopped or approved equivalentfotndationmembraneshallbeappliedto number of nails shall be pernlitted to be reduced to 1- 16d Hal per foot. exterior wall surfaces below grade to be continuous from top of foundation and 14.lateral stability in floors&ceilings-depth(d),width(b) 16.Supply&return ducts in attics insulated k R-8 where duct is k 3in in diameter Note:L=span length,H=span height. For SI: 1 pound per square foot=0.0479 kPa,1 square inch=645 mm', 17.Before proceeding w/the Work any omissions/discrepancies of the Construction extend to lap edge of footing.Seal fie holes,voids and honeycombed areas with 14.a dl b 5 2;no lateral sutpport shall be requtired 9. Power outlets shall be provided in the following locations, &2 R-6 where<3in.Supply&return ducts in other portions of the building p 1 ound=4.45 N. v 1 a. Elevated arc a floors shall be ca able of sic rtin 000- oun Dawnents andlor'ob condition!shall be clarified the Architect. sealant before dam fin . 14.b. 2< 5 4•the ends shall be held in tion full h solid blockin a. In a ery halxtab a room insulated t R-6 for diameter a 3in&R 4Z for<3in in diameter TABLE 3.1 O ROOF SHEATHING TABLE 3.11 WALL SHEATHING&CLADDWG g g P ppo g a 2, p d load 1 N Ply 8 ' g a lied over a 20- uare-inch area. �1 z bridging,hangers,nailing or bolting to other framing members i. Every wall in every room,shall have at least(1)one power outlet PP sq � (� ATTACHMENT REQUIREMENTS FOR WIND LOADS ATTACHMENT REQUIREMENTS FOR WIND LOADS b. Uninhabitable attics without storage are those where the clear height 18,No deviation or changes to the structural system shall be made unless approved 6. A minimum 6-mil thick polyethylene vapor retarder sheeting shall be placed 14.c. 4<0 5 5 the compression edge of the member shall be held in line for i1. Outlets to be spaced @ 12ft o.c.max,starting at Eft from any opening. 17.Building cavities are not used as ducts or plenums E"� between joists and rafters is not more than 42 inches,or where there are � by the Architect in written consent. directly below the concrete;lap joints a minimum of 6"and seal with duct tape its entire length to prevent lateral displacement as by adequate sheathing b. In kitchens above countertops 130&140 MPH not two or more ad'acent trusses with web confi urations ca able of Z W 130&140 MFH J g P or other tape approved for such use by its manufacturer.Vapor retarder shall or suubflocrin &ends at nt of bearin shall be held in lion to C7 g ton 8 Ix� L All outlets to be GFCI,Spaced @ 4ft o.c.maximum 18.Duct tightness test results of 5 4cfm/IOOftr across the system or<_3cfmll00ftr 700-YR WIND SPEED 3-SEI:OND GUST MFH accommodating an assumed rectangle 42 inches in height by 24 inches in 19.The Contractor must fully guarantee all Work and the Work of his extend to the perimeter formwork prevent rotation and/or lateral displacement. ( ) STRUCTURAL SHEATHING 700-YR WIND SPEED 3-SECOND GUST MPH width,or greater,within the plane of the trusses.This live load need not O ti. Provide(I)one GFt'I outlet within 2'-0'of any sink range,&fridge without air handler @ 25 Fa For rough-in tests,verification may need to acur ( ) STRUCTURAL SHEATHING � Sub-Contractors for a period of ene(1)year after sutbstantial completion of the I4A. 5<0 5 6;bridging,full depth solid blocking or diagonal cross bracing be assumed to act concurrently with any other live load requirements. iii.Provide I oneGFCtoutletouanisland during framinginspectiou. E F c. Individual stair treads shall be desi ned for the uniforml distributed live project.unless otherwise noted 7. Concrete slabs shall rest on minimum 6"fine gravel or sand with a 6 mil shall be installed at intervals not exceeding 8 feet,the compressiou edge ( ) g Y polyethylene vapor barrier under occupied space. e. In Bathrooms E F load or a 300- ound concentrated load actin over an area of 4 s uare of the member shall be held in Gate as by adequtate sheathing or SHEATHING RAFfER(IRUSS FRAMING RAFTERI'I'RUSS Maximum Nail Spacing for P g q 20.The Contractor shall indemnify and hold harmless the Owner,Architect,their sublkro' and ends at t of bearin shall be held in lion to l Provide(1)one GFCI outlet in every bathroom,unless otherwise noted 19.Ducts are pressure tested to determine air leakage with either,Rough-in test LOCATION' SPECIFIC GRAVITY,G SPACING n 8d Common Nails in,O.0 2 SHEATHING RAFFERITRUSS Maximum Nail S acin for inches,whichever produces the greater stresses. �g ix� 8 Ix� ( ) ( ) P S agents and employees from and against all claims,damages,loses and expenses. 8. Flash all joints where slab abuts framing. prevent rotation and/or lateral displacement. d In Garages Total leakage measured with a pressure differential of 0.lin w.g.across the LOCATION' SPACING(in) 8d Common Nails(in,O.C.)zs d. A single concentrated load applied in any direction at any point along the 14.e. 6<d/b 5 7;both es of the member shall be held in line for their entire i. All outlets to be GFCL Spaced @ 12ft O.C.maximum,starting at Eft system including the manufacturer's air handler enclosure if installed at time of INTERIOR ZONE .42,.49 12-24 6 12 top. test.rostconstruction test Total leaks measured with a ressure differential of INTERIOR ZONE 12-24 6 12 e. See Section R507.1 for decks attached to exterior walls•. 21.The Architect is re Bible for d:si n intent on unless retained the Owner Fill 8e P 8r �' length&ends if points of bearing shall be held in posifion to prevent from anY mbi8 PERIMETER 49 16 6 12 G Guard in-fil I coin for supervision of work 9. Teo bacldill shall be placed against foundation wall until first floor framing is in Olin w.g.across the entire system inchuding the manufacturefs air handler ponents(all those except the handrail), batusteis and place rotation artd/or lateral displacement. enclosure. EDGE ZONE A2 16 6 6 PERIMETER 12-24 6 12 panel fillers shall be designed to withstand a horizontally applied normal CONTRACTOR RFSFONSIBILTTTPS 10.Electrical receptacle outlets shall be installed in accordance wl Section E3901.9 ESE load of 50 pounds on an area equal to I square foot.This load need not be GABLEENDWALLRAKEORRAKETRUSS assumed to act concurrently with any other live load requirement. 10.All existing fill shall be replaced in accordance with the geotechnical report The WINDOWS&DOORS NOTES 20.90%of Imps in permanent fixtures or 90%of permanent fixtures have a high N77H I T TO IFT OVERHANG BOARD SHEATHING g. Uninhabitable attics with limited storage are those where the clear height 1. The contractor shall be responsible for all construction means and methods.The geotechnical engineer shall approve any fill consisting of onsite soils. 11.All receptacle outlets installed in the detached garage shall have ground-fault efficacy lamps.Does not apply to low-voltage lighting. between joists and rafters is not greater than 42 inches,or where there are contractor,in the proper sequence,shall provide proper shoring and bracing as circuit-interrupter protections,in accordance with Section E3902.2 I. All windows and exterior doors shall be as manufactured by'Amkrsen',unless BOARD SHEATHING RAFIEW'IRUSS Minimum number of two or more adjacent trusses with web configurations capable of nece durin amstruction to achieve the final eon leted structure. 11.An structural fill shall be in accordance with the 'cal Field SHEATHING SIZE scary g p y geotechn report' otherwise noted.All window&door sizes died on the tans are'Andersen' 2I.Fuel as 6 tiie tens have no continuous lot li t SPACING(in) Sd Common Nails per support accommodating an assumed rectangle 42 inches in height by 24 inches in Z � P 8 Sh� 8� )n 8h A w density tests are required for the sub-grade below the fill and each lift including, code numbers speed for 400 series Tilt Wash Double Hung Full Frame or 12.Provide ground-fault&arc-fault circuit-interrupter protections in accordance RAFTERI'IRUSS Minimum number of width,or greater,within the plane of the trusses. w to w W O 2. The Contractor shall be sible for the schedulin of all activities,& but not limited to,flatwork areas such as drivew and atios. SHEATHING SIZE Ix6 OR lx8 SHEATHING 12-24 2 The live load need onl be a lied to those onions of the oists oir truss N w x F 0° 8 8 P 400 series Casement&Awning windows.See'Andersen'specifications for rough with Section E3902 SPACING(in) 8d Common Nails per support Y PP P J Z Z x E the ect on time. 22.Air handler leakage designated by manufacturer at<_2%of design air flow. bottom chords where all of the following conditions are met: O w I- O opening sizes. Ix6OR Ix8 SHEATHING 12-19.2 2 Ix10 OR LARGER SHEATHING 12-24 3 1. The attic area is accessible from an o enin not less than 20 inches in a V Z H ,"� w 12.Fill required adjacent to the footprint of the foundation or any flatwork shall be P g 3. The Contractor shall coordinate construcction activities with the Owner to coin acted to the same ifications tired within the f t of the 1 I.At least one wall-switchri o side oft lighting outlet r ss installed to provide 23 P ammable thermostats installed for control of rim heatin and coolie E-Nail acin at el ed es in. g ght in w a O 11 O a P p azy 8 8 Ixl00RLARGFJISHEATHING 12-19.2 3 sP 8 Pan 8 ( ) width by 30 inches in Icn th that is located where the clear hci a w 2. All windows&doors shall be installed in accordance wl manufacturer spec illumination ou the exterior side of each outdoor egress door having grade level E-Rail acin F-Nail acin at intermediate sic rts in the anel field in. `t >" rx. Q minimize inteint lions to normal Owner anions foundation and for a horizontal distance of 3 feet for eve foot that the finished ems and initiall set manufacturer to code nfications. sp g at panel edges(in.) s1r % P ( ) the attic is not less than 30 inches. �, r= P � ry access,in accordance with Section E39032. � Y � �. Z O w >" x floor concrete elevation is above existing grade. F-Nail spacing at intermediate supports in the panel field(in.) 2.The slopes of the joists or truss bottom chords are not greater than 2 ^� � Q co V 4. The Contractors shall make timely submissions to the Owner of all enquiries to 3. AB headers shall be(2)-2xl2 minimum,unless otherwise noted 1 For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of inches vertical to 12 units horizontal. Z >" a A O 24.Heat puamp thermostat installed on heat pump W O Z -a w to allow reasonable and ate time for review and fora al of uibmissions 13.There shall be a minimum of 6•between the of the foundafion and the brick 10.At least one wall-switch-controlled lighting outlet shall be installed in every I For roof sheathin within 4 feet of the runeter ed of the roof,includin 4 feet on each side of the roof ak the 4 foot rnneter the roof peak the 4 foot perimeter edge zone attachment requirements shall be used adequ pprov fop 8 Ie� 8e 8 Pe lc 3.Required insulation depth is less than the joist or truss bottom chord � E- d ¢ G4 w without Bela ' the of an art of the ect from final actin ,includin landsca ' habitable room,bathrooms.hallways,stairways,attached garages,and detached edge zone attachment requirements shall be used. 2 For wind speeds greater than 130 mph,blocking is required wltich transfers shear bad to two member do th. V Z = w O Yin8 p' y P Proj 8r 8 8 Pm8 4. The Contractor shall seal andlor prime all doors immediately upon installation. P � w - garages with electric power. 25.Circulatin service hot water ems have automatic or accessible manual additional' ' 3'ists total - . . - . . . . . . .. . to E" w 8 2 For wind speeds greater than 130 mph,blocking is regnuired which transfers shear load to two additional joists(3 joists total) lusts( Jo ) :1 E5 � Z Q Q controls. 5. The Contractor shall be responsible for all site safety requirements to protect 14.Surface water shall be directed away from the fomdation at minimum slope of w A w O : A 5. All glazing and skylights shall be in accordance with the NYS Residential w F•-' `" Z workers and all other pec�rle on site during all construction pleases at all times. 5%within 10 feet of fomdation.No ponding of surface water shall be allowed 11.All appliances shall have separate circuits,amperages shall be based on x x `" F O w Building Code for impact resistance. within 10 feet of the foundation during construction or completion of the Work manufacturer's recommendation annd specifications. 26.All mechanical venfilaficn system fans not part of tested&listed HVAC NOTES FROM THE TOWN I- 6. All materials shall be installed in accordance w/manufacturer's specifications. equipment meet efficacy&air flow limits. w Q O M Concrete 6. All glazing in hazardotus locations according to section R308.4,shall be PLUMBING NOTES O w w _3 z A 7. No materials shall be used for construction until it has been inspected& 15. elr-r M.2,all concrete to be air-entrained with minimum compressive strength insulated tempered glass• 27.Hot water bailers supplying heat through 1 or 2 pipe heating systems have H Q Z w accepted by the Owner,unless otherwise agreed upon.All materials re jected of 3000 psi at 28 days.All concrete to be air erfrained wl minimmm outdoor setback control to lower boiler water temp.based on outdoor temp. 1 �-5 � z O Q a a shall be immediately removed from the site¬ offered for inspection again. compressive strength of 3500 psi at 28 days for porches,steps exposed to 7. All windows to be double glazed with Iow-e glazing U-.31 maximum,& 1. All plumbing work including the water suupply and sewage disposal system shall weather,garage floor slabs&carport slabs Minimum footing width per R403.1. SHGC-.40 maximum,Design pressure-50,All exterior doors to heated spaces be installed in accordance with part V[i of the Residential Cock of New York > v U 0 N Z 8. All Work shall be executed using best construction practioes and all workers shall be insulated and weather-stripping installed per the Energy Conservation State,Plumbing Code of NYS,the County Department of Health and other 28.Heated water circulation systems have a circulation pump.The system return shall be skilled in their track. 16.Concretes(tall be placed in continuous pour,unless otherwise approved b}an Construction Cak of New York State. agencies havingjurisdiction. pipe is a dedicated return pipe or a cold water suupply pipe.Gravity& d d w Z rn - thermos-syphon circulation systems are not present Controls for circulating hot ""' w x x to Engineer in writing in no case shall adjacent concrete be placed more than 30 E" a 5 9 � 4 water system pumps start the pump signal for hot water demand within the w x 9. Items shown on plans but not specifically stated in the specifications and/or vice minutes apart to prevent a cold joirtt.If there is an unplanned delay,vibrate the 2. Contractor shall provide cut sheets of all plumbing fixtures for Owner approval Z < A E. � versa shall be considered to be included in the contract(if applicable) fresh concrete&contact Engineer promptly for instructions on how to proceed 8. Provide at least one window in each bedroom for emergency exit(egress)ve occupancy.Controls automatically turn off the pump when water is a ] Q = conformance with Residential Code of New York State.w inflows shall have circulation loop is as aset-point temperature&no demand for hot water exists. minimum openings of 24,vertical 20"horizontal,with a minimum clear 3. The Contractor shall install hot water baseboard heat(unless otherwise noted)in 10,The Contractor shall be responsible for Shop Drawings when applicable.All 17.All mixing transportation,placing,and cturing of concrete shall comply with opening of 5 sq ft for 1st floor and 5.7 sq ft for 2nd floor. Habitable spaces shall each root to meet the design heating bad The hot water heater shall have a conditions and dimensions are to be field verified by the Contractor. ACI-318,current edition.Do not place concrete less than two days prior to a maximum ten rature settin of 140F. 29.Electric heat trace systems comply with 1133;515.1 or UL 515.Controls have a minimum of 8%of floor area for glazing and minimum of 4%of floor 8 automati ad ust the ene m ut to the heat tracin to maintain the desired freeze unless protective measures are taken.Concrete shall be placed when area for ventilation.Provide egress hardware for casements where applicable. � ) � P 8 -- 11.The Contractor shall be responsible for removal of all construction debris from temperatures are at a minimum of forty degrees Fahrenheit(40°F)and rising, water temperature in the piping. project site&shall provide dumpsters etc.as reg'd.The project site shall be kept unless protective measutres are taken as specified by the concrete supplier. 4. There shall be hot/cold water supply limes&shut-off valves at all fixtures. Tom+ t 9. 1windo Window fait protection.Any window sill that a R31 high shall be required to install Tl l LE SHEET reasonably orderly on a daily bass.At the completion of the V ork the 30.Water distribution systems that have recroulation pumps that pump water Contractor shall remove all wasit materials,tools,rubbish,etc.,from the site& 18,in no case will the lacement of concrete havin a km ature in excess of window opening operat devices eaw the installed per R llo,,i 2 t comply with ASr1 or209D. P 8 � Tne WOOD after operation le release the control tkrior allowing the window a tally open,shall 5. All piping shall be pitched minimum 118"per foot,anless otherwise tested. from a heated water supply pipe back to the heated water source tlunugh a cold GENERAL NOTES leave the floors broom clean.The final cleanup shall be to owner satisfaction. ninety degrees Fahrenheit(90°F)be permitted not reduce the net clear opening area of the window unit to less than the area required by water supply pipe have a demand recirculation water system.Puumps have section R31o.2.1. controls that manage operation of the pump and limit the temperature of the SITE NOTES 19.In areas subject to freezing condifions,concrete shall be designed accordingly 6. sh pipe shall be used through any foundation walls,all waste lines below grade shall be extra heavy piphtg,all potable water supply lines shall be type 7.'copper water entering the cold water piping to 104°F. using air entrainment or other appropriate methods 10.Flashing pans to be installed under all exterior doors&windows.Exterior doors piping,all new piping shall have insulation installed as required by code. I. Contractor shall visit the site to verify exissting conditions&make all appropriate are to be fully weather-stripped Provide all screens&hardware as required 31.Drain water heat recovery units tested in accordance with CSA B55.1.Potable inquires to determine conditions R field construction criteria prior to suubmission 20.Maximum aggregate size shall be I%In o•113 the depth of the concrete slab, water-side pressure loss of drain water heat recovery units<3 psi for individual of bids,&shall make no additional claims regarding site conditions thereafter. whichever is Less. 7. Tlie size of typical waste pipe diameter for fixtures as followed Project A 2329 Contractor&Owner's agreement to enter into the work shall suffice as their 11.All new moldings,casings,window frames,etc.shall match existing unless Dishwasher,Sinks or lavatories,1 1/2• w t e connected er one or two showers.Potable waterside pressure loss of drain water heat tiecovery units<2 psi for individual units connected to 3+showers. Drawing Scale: AS NOTED acceptance to the terms specified herein,&shall be incorporated into any&all 21.Maximum water added to concrete at the'bsite,without written ission otherwise noted Clothes Washer,Shower or Tub,2• agreements between the Owner lit Contractor. , 1 Water Closets.3' Drawn fay: YA/AJK from the concrete supplier,is 1/�gallons per cubic yard of concrete.Concrete 32.Manufacturer manuals for HVAC&water heating systems shall be provided tickets showing time of mix,time of delivery,yards delivered and total water 12,All windows and doors shall be caulked and sealed per the Energy Conservation Date Prittted: 1011712023 2. Any existing concealed condition s are based upon information taken from added shall be collected from each driver and retained contractor Construction Code of New York State requirements. 8. The water distribution m shall conform to Table 604.3 of the Plumbin limited field investigations.The Contractor shall make required adjustments to Code of N'YS,for flow raste and pressure values. g 33.Heating&cooling equipment is sized per ACCA Manual based on loads system components as required by actual field conditions at no additional cost to calculated per ACCA Manual J or other methods approved by the cork official Owner or Architect.Report any discrepancies between the drawings and actual 22.All penetrations through concrete work shall be sleeved 13.All glass installed shall to be free of scratches&imperfections,&manufacturer field conditions to the Architect before cotslntction begins. shall include of a minimum 5 year guarantee on all windows&doors. 9. All waste water pipes shall have cleanouts when there is a change of direction. 34.HVAC cony fluids above 105°F or chilled fluids below 55°F are 1nPbi8 �8 SHEET: 23.Contact the Architect in writing prior to placement of concrete for a revised insulated to 2 R-3. j 3. The Owner shall be responsible fix any irregularities discovered dutring the foundation design if crack control joints are desired FINISHES NOTES 10.All venting systems shall have one 4•main vent stack to penetrate the roof. Q construction phase of the project which may require additional measures to be �� taken on the part of the Contractm sub-Contractors,or the Architect Any and 35.Protection of insulation on HVAC piping. Reinforcement 1. All interior finishes shall be as selected by Owner,unless otherwise noted 11.The sanitary disposal system shall be county department of health services all costs related to the additional work shall be the sole responsibility of the O� 24.All rebar shall be a minimum grade 60 approved for design and instalatiou.the Owner's surveyor shag be responsible 36.Hot wakr s are insulated to 2 R-3. O ti (� Bldg Dept COpy from Z Ownner,unless otherwise agreed upon role 25.The minimum reinforcement concrete coverage shall be the following 2. The Contractor shall obtainlprovide the Owner with samples of all finishes for for design locations of the facilifies as well as obtaining all permits or approvals. a1, � (D Finial reviewed docur�� 4. All items that obstruct the new construction such as utilities,existing struchires a) Concrete cast against and permanently exposed to earth 3' prober color selection and final approval of all finishes prior to installation. �, oat File rM etc.shall be removed and/or replaced with approval from the Owner. b) Concrete exposed to earth ar weather, ICE SHIELD&ROOF UNDERLAYMENT ���� �� Oatd: / ) /� i) No.6 through No.18 bars,2" 3. All interior trim shall be cedar ward painted white,selected by Owner,unless . 5. The Contractor shall verify the location of all existing utilities.piping and related ti) No.5 bar,W31 or D31 wire,and smaller,I%, otherwise noted. 1. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 ' -';.`. `. items prior to the commencemen[of work All costs incurred shall be the units horizontal(2,12)or greater.For roof slopes from two units vertical in 12 �" r c) Concrete not exposed to weather or in contact with ground,'/+• ,� -, t; responsibility of the Contractor,unless otherwise agreed upon by the Owner. 4. All interior finishes shall be Class C(surface flame spread rating of 76-200) units horizontal(2,12)up to four units vertical in 12 units horizontal(4,12), � _ double umderla ent lication is uired in accordance with Section '- minimum in conformity with generally accepted standards.Carpeting shall be r ~�/'`_' I - ` 6. The Contractor shall be responsible for the protection of all existing buildings& 25.Bottom rebar shall be supported on rebar chairs at a maximum of 6'-0•spacing. R905.1.1. t Reba'chairs for concrete slab shall be spaced each way such that the reinforcing class 2 with a minimum critical radiant flux of.22-watts per square inch. __, ,,,, other installations that are to remain itntact while pedoiming the specified work - n; steel is boated 1/3 the distance from the top of the slab. m -- • Z" Provide&maintain fire extinguis hers on project site during construction. 2. An ice barrier that consists of a least two layers of anderlayment cemented J 0 ` ,_ 5. The Contractor shall install foil faced,fiberglass batt insulation by John - - Manville'or approved equal in all areas shown ou titre drawings including ��or of a self-adhering polymer modifuxi bitumen sheet,shall be used in �'.`' `�( '1 G 3 7. Tine stakeout of the project footprint to establish aB lines&benchmarks is to be 26.Continuon reinforcing shall be lapped a minimum of 30 bar diameters.Spices lieu of normal underlayment and extend from the eave's edge to a point at least ••••••.I• 'formed a licensed starve o.All information ven on tine drawin s shall shall be lied at the both ends of the Ice. exterior walls,floors above cellarslbasements,and ceilings above the heat 'roil`r,... Pe by Y Si 8 sP 24•inside the exterior wall line of the building Use co Aon-resistant ``':u,;,,`,,,.\- r be verified If there are an discre ancies,noti the Architect or to envelope,foil shall be placed facing the warm side of the insulation. Y P fY Pri fasteners in accordance with manufacture's installation instructions.Fasteners proceeding for clarification. are to be applied along the overlap not farther apart than 36•o.c. ©2019 Architectural KAHNCEPTIONS, PLLC FrF CHITECTURAL NCEPTIONS PLLC 3 East Main Street Smithtown,NY 11787 P.(631) 780-6124 info@Kahnceptions.com www.Kahnceptions.com DATE REV DESCRUMON 0 8x8 P.T.POST ON 18"DIA.CONC.ITG " 8x8 P.T.POST(FYP) MIN 36"BELOW GRADE(TYP) r - - - - - - - - - - - - - - - O I 3-1 3/4"x14"LVL HDR I ( O 2 I 2X8 RRs @ 16"O.C. ( 2X8 RRs @ 16"O.C. ( ... .t A3 O ~ I Q 2X8 Cis I6"O.0 ). I � I W x W ROOF OVER PATIO � • I 2 Q «� I (CATH CLG) ( A3 .y tn z NEW WOOD STEPS AS REQ'D(TYP) I K I I V) MAX 8 1/4"RISER HGT I M I m I W — — — — — — — — — — — — — — — — — — ( — — — ——E.WIN-- — — MIN 12"TREAD DEPTH ( ^+ N I I Z � FINISH AS SELECTED BY OWNER 2 RISERS MAX I NO PLATFORM REQ'D I )- - - - - - - - - -- E WIN. E I I I I FWG6068 I I \ �DooR SHALL NOT SWIN�r (NON-EGRESS) I \ I OVER EXTERIOR STEPQhER R311.3.2 KNEE WALL ABOVE AS REQ'D // 4x6 SOLID POST @ EA.END /0 z wtw,Iwoo zwx � F" KITCHEN w F o 0 9 UNEXCAVATED I N I \ / w yzo, w o I I I zo I' apzaa � II El. r- ¢ � � o x w o z W Tl� FE- Z ac,4 � won w E- z — — — — — — — — — — — — O Z a d A d I � o ¢ z ¢ a 5 0 0 ¢ a 0 0z �E." n ¢ Qwzt/� cz�7 E" .waV � Wx z ¢ AFc�A 1 FOUNDATION PLAN Z FIRST FLOOR PLAN A2 SCALE: 1/4" = V-0" A2 SCALE: 1/4" = 1'-0" FOUNDATION PLAN & FIRST FLOOR PLAN Project#: 2329 Drawing Scale: AS NOTED Drawn By: YA/AJK Date Printed: 1011712023 SHEET: 1 2 Bldg Dept copy from ZBA Final reviewed documents ZBA File# .79 9.. Data: / it / -- 4 � J lrrurrnii C. © 2017 Architectural KAHNC EPTIONS, PLLC ARCHITECTURAL KAHNCEPTIONS PLLC 143 East Main Street Smithtown,NY 11787 P. (631) 780-6124 info@Kahnceptions.com www.Kahnceptions.com NEN'VINYL.SIDING TO MATCH MSTING ARCHITECT['RAL SHINGLES CARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER GE FROM EST P.F. CONTINUOUS RIDGE VE�'T T.O.RIDGE FROM 1ST F.F. T.O.RIDGE FROM 1ST F.F. CONTINUOUS RIDGE VENT 12 ELL'V.+12'-5" EIN+12'-5" 16 ALUM OVER 21x8'FASCIA ALUM OVER 2"x8"FASCIA ALUM OVER 2,x8'FASCIA BOARD,VETTED SOFFIT BOARD,VENTED SOFFIT BOARD,VENTED SOFFIT 4•GUTTER,PITCH it MIN 4"GUTTER PITCH?MIN 4'GUTTER PITCH B MIN WINDOW HD HGT WINDOW HD HGT WLNDOW HD HGT ELEV.+6'$•AFF `;' EIEV.+6'-S'AFF �; 'r; ELEV.+6'-8'AFF lV fV NEW DOOR BY'ANDERSEN'.SEE ~ EXISTING HOUSE PLANS FOR SIZES PT) TO REMAIN EXISTING HOUSE EXISTING HOUSE 8"x8'P.T.POST(TYP) TO REMAIN 8"x8"P.T.POST(i YF) 8'x8"P.T.POST MT) TO REMAIN DATE REV. DESCRIPTION _1ST FLOOR _IST FLOOR 1ST FLOOR_ M.+0'-0' ELEV.+0'-0" ELEV.+0'-0• ); LH ( � 7 NEW WOOD STEPS AS REQD(TYP) ( I I 18"DIA.CONC.FIG I z I I 18,DIA.CONC.FIG 18'DIA CONC.FTG MIN 36"BELOW GRADE I r. MAX 8�RISER HGT i I I MIN 36"BROW GRADE I r GRADE ) I I NEW WOOD STEPS AS READ ( I ('fYP) I I MIN 36"BELOW (TYP) � M MAX 8�,��) MIN 12'TREAD D13TH I I I I MIN 12,TREAD DEPTH ( �1 N L — J FINISH AS SELECTED BY OWNER L — J I EXISTING FOUNDATION NEW WOOD STEPS AS REQT)(rYP) L — J L — J FINISH AS SELECTED BY OWNER I EXISTING FOUNDATION ( ) � TO REMAIN MAX 8 k RISER HGT TO REMAIN C v EXISTING FOUNDATION I WN 12"TREAD DEPTH TO REMAIN I FINISH AS SELECTED BY OWNER I O z O W o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' '- - - - - - - - - - - - - - - x Q x � � o z 0-4 z HT E 1 REAR ELEVATION 2 RI G ELEVATION 3 LEFT ELEVATION z A3 SCALE: 1/4"= 1'-0' _ A3 SCALE 1/4 = 1-0 A3 SCALE: 1/4"= 1'-0" O • A w q z w �nwwo cn w x F vOWEE ROOF CONST W a z OF a F CONTINUOUS RIDGE VEN7r,ARCHFTECI11RAL SHINGLES, p, ¢ w d #15 FELT,I J2°CDX,2-1 a"x11 141'LVL RIDGE, 2X8 RR&CTs a I G-O.C.,ALUM OVER zo3 ¢ cav FIrA NISH AS SELECTED BYOWNER SOFITT RIDGE VENT O F ¢ x w w0 CS20 Ca16"O.C. � w Z E� w SNOW AND ICE SHIELD SHOULD EXTEND FROM ROOF 5-8d NAILS a�EA.END EDGE AT EAVES TO A POEVT NO LESS THAN 24'OF H2.5A 16.O.C. �= z a F EXTERIOR WALL LIRE ROOF CONSTRUCIION, TYP C20 x H 0 z m (SEE DRAWINGS FOR MORE INFO) STRAPPING E-� E z z x T.O.RIDGE FROM GRADE C) W E- Z A ELEV.+14'-5° zgWazz 0zI., ¢ ca ¢ 12 16 � z F ¢ ¢ R FASCIA BD WI ALUM OVER TYP 2-2x12 HEADER F Ez c7 W ¢ SIMPSON POST CAP Q < w Z ^ zu RIDGE BOARD WINDOW HD HGT x A23 N7 3-8d EA. 3 1 tx 9 k LVL HDR ELEV+6'8"AFT END WINDOW SILL h PORCH CLG x VENIED SOFFIT MT) x 8'x8'PT Poll(fYP) 8X8 POST ZXPLATE NOTE STRAPPINGUNDLR ELEVATIONS & o ABU88 W/ WINDOW NOTREQD BUILDING SECTION ROOF OVER 6— 16d EA. END A23CUT ISTFLOOR o. 0 ELEV.+0'-0^ ' SDW-1 PER RAFTER Project#: 2329 4 nN CROP d - Drawing Scale: AS NOTED NOTE COIL STRAPPING SHALL BE Drawn By: YA/AJK 18,DIA.CONC FrG 4 PLACED ON HEADER STUDS IN LIEU �• • ! I M I' '•I MIN 36'BELOW GRADE(15T) OF UNDER WINDOW OPENINGS Date Printed: 10/17/2023 z C) NOTE: 2X X PLATE SHALL BE WIDE ENOUGH TO FULLY FOUNDATION WALL SH=. SUPPORT RAFTER CUT. REMOVE EXISTING SHINGLES TO BEAR DIRECTLY ON SHEATHING. A 3 a a WALL HEADING STRAPPING @ 1 ST FL 2X12 ON FLAT PLATE Bldg 13ept copy from ZBA Final rwiwved documents ZBA Flit Date:1111 R /oZ 4 BUILDING SECTION s STRAPPING CONNECTORS & HOLDDOWNS (TYP) �� A3 SCALE: 1/4"= 1'-0" A3 SCALE: 3/4"= 1'-0" -'.• g4 ©2019 Architectural KAHNCEPTIONS, PLLC GENERAL NOTES 27.Where new foundations are added adjacent to existing foundations,deformed 6. All gypsum board work shall be done in accordance with the latest edition of the MECHANICAUHVAC NOTES 8. New&existing back fill material,topsoil are to be free of weeds,tree roots,rocks reinforcing steel dowels shall be provided Embedment shall be 6hminimutm into "Drywall Construction Handbook"by United States Gypsum and installed as per 1. No Work shall start unfit approved Constriction Documents are obtained from &debris.All surplus material that is unsuitable for back fill material shall be he existing foundation,and secured using an epoxy anchorage adhesive section R702.3.All finish joints,j-beads,nail dimples,corners,edges and seams 1. If applicable,all mechanicaKNAC work shall be in accordance with all state Table 3.1 Nailing Schedule TABLE R301,2(1) ARCHITECTURAL the Building Department. removed front the site.Proper town inspection approvals must be obtained manufactured by Simpson Strong Tie'O or equual.Installed per the shall be taped and finished in accordance with manufachint's installation and local codes.The HVAC system shall be designed by others;the Contractor CLIMATIC AND GEOG RAP HIC DESIGN CRITERIA KAIINCEPTIONS PLLC before covering any excavated work manufacturer's recommendations.See plans for dowel sizes and locations. recommendations.Apply three(3)coats of joint compound The Contractor shall shall coordinate with the Owner. Joint Description of Nails Nail Spacing GROUND WIND DESIGN SUBJECT TO DAMAGE FROM 2. Prior to any Work being performed.tie Contractor shall be responsible to read wait a mininmm 29 hours to dry between coats,and the final coat shall be SEISMIC WINTER ICE BARRIER AIR MEAN 143 East Main Street over all notes,drawin ands nca'ions rfa Iicable.IftheContract,rsees 9. All treesthatarewititinei tit 8 feetofthebuildin shallbe see sanded smooth, nmedand forwallfinisltin as rowner.Metalcorner ROOF FRAMING SNOW Speed° Topographic Speclalwind Windbome DESIGN Frost line DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL gs, pecif { pp ) 8 O 8 p ►�( 28.Anchorboltsshallbe518"diameterxl6'lotgJ-boltGrade55orapproved P $ NiND-BOR�EDEBRISZONIS LOAD° (mph) effects" region' debrlszone" CATEGORY' Weathering depth° Termite° TEMP° REQUIRED° HAZARDS' INDEX' TEMPS $rilithtOWil,NY11787 any discrepancies,he shall notify the Architect for clarifications. detail sheets for more information). equal,minimum two J bolts per sole plate per ASTM f-1554 with 3"washers bead to be used on all outside corners and around all openings typical. Rafter to Top Plate (Toe-Nailed) 3_ 8d PER RAFTER i MU txOnt COAST P.(631) 780-6124 oD- in o@Kahnce ton with nuts and shall be emiedded a minimum of 8^into concrete.Anchor bolts Ceil;n Joist to To Plate Toe-nailed PER JOIST f p S.Com 3. The Contractor shall file all necessary permits,aztd appropriate applications 10.A licensed land surveyor shall perform a final grade sutrvey prior to occupancy 1. All conslntction within(1)mile of water as defined 65 atuthorities having g p ( ) MANUAL J DESIGN CRITERIA^ W WW"Kahnce tlOnS.COni shall be aced a maximum of 36,O.C.and located 6-12"from the ends of each 7 All ainted surfaces must be full covered in a uniform manner to be ac d as 8-16d EACH LAP p or lo the start of azn Work and obtain the Certificate of Occu an at the in order to assure five drain' awn from the foundation Atinimum 5% P Y jurisdiction shall comply to Nand-borne Debris Zone criteria,including 130 Ceiling Joist to Parallel Rafter (Face-nailed) pri Y p cY tosi 8e Y ( )• plate section.Anchor bolts shall notbeplacedindoorways.Anchorboltsshallbe complete by the Owner.Any painting tobedoneshallbetwo(2)finishcoatsof m hwind Windowsshallbe rotected tin act-resistant lazin able Cell n Joist Las over Partitions Face-nailed 8-16d EACH LAP Elevation Latitude Winter Summer Altitude Indoor design Design Heating temperature completion of the project for the Owner.The Contractor shall pay for permits, Drainage elevations and direction should be noted on the document. coated in accordance with the pressure treated wood manufacturer's P P S P 8 8 g p ( ) �_1 d. PER TIE heatin coolin correction factor ten erature ten erature coolin difference premium grade paint over one(1)coat of compatible primer by'Benjamin to withstand Missile Im act Criteria.In lieu of this, nin can be Collar Tie to Rafter Face-nailed g g P p g certificate of occupancy,and any race scary field tests as required to meet design reconmendafions. � � P We � ( ) _ EACH END - _ _ Moore,or approved equal Color as specified by the Owner,unless otherwise rotected,to a maximum of 4'x 8'with 5/8'CDX 1 ood anels cut,located, Blockin to Rafter Toe-nailed - - criteria of all materials,unless otherwise agreed upon by the Owner. 11.All lhywells on-site shall be installed per State and Local Codes. p P Yw P 9 ( ) 2 EACH END - - - noted.Any exterior wood surfaces shall be two(2)coats of exterior grade stain and stored on site with approved hardware available. 16d Cooling Wind Wind velocity Coincident Daily Winter Summer 4. All Work completed shall be in aocorilance with the following codes, DEMOLITION NOTES Footings as selected by Owner. i temperature difference velocity heating cooling wet bulb range humidity humidity 2020ResiderntialCodeofNewYorkStafe RES-CHECRENERGYNOTES Top Plate to Top Plate (Face-Nailed) 2- , PER FOOT - - - - - - _ _ 2020 Energy Conservation Construction Code of New York State 1. Remove all existing constructions and finishes necessary for he completion of 29.All footings shall bear on virgin soil having a minimum bearing capacity of(2) 8. Patch all finishes to match existing,including but not limited to,gypsum board 16d JOINTS - EACH SIDE Top Plates at Intersections (Face-nailed) 2018 Wood Frame Cmstuchon Manual(WFCM 2018) the Work as shown of the drawings.Necessary disconnects and alterations to ton per square foot. plaster,acoustic systems,wood trine,covers,base,panels,rails and wainscot. 1. All new construction shall comply with IECC 2015. Stud to Stud (Face-nailed) 4- 2e O.C. For Si: 1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. NTPA Standard 70,The National Electrical Code existing mechanical and electrical systems.Patch as required all constructions Verify match of new finish materials to existing in color,texture,thicLmess,cut, ead r - fled 16d 16" O.C. ALONG EDGES a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength required for weathering shall govern. H er to Heade Face na to remain in accordance vtih the contract drawings.Where Contractor is 30.Footings lo extend a minimum 3'-0"below grade,runless otherwise noted etc.lo satisfaction of the Owner prior io any installations.Provide other 2_ The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(4).The grade of masonry units shall be determined 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 materials to match existing to be approved by the Owner. 2. install air barriers&thennal barriers per manufacturer's installation To t a e _ 1 e 16d from ASTM C34,C55,C62,C73,C90,C 129,C 145,C216 or C652. PER 2X4 STUD editions of the NYSuniform fire prevention,all applicable building codes,the Contractor.Verify with the Owner,the disposition and removal of any instructions. p or Bo tom PI t to Stud (End nai d) 16d b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction shall fill in the frost line depth PER 2X6 STUD column with the minimum depth of footing below finish grade. 31.Footings and foundations to be poured concrete of size noted on Plans. PER 2X8 STUD zorin codes of the local Town and all other federal,state and local a n coin nents of salvo able value. . 2-16 c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. g 8e cY 1" 8e 9. Patch existing walls gypsum drywall or plaster to match existing of sufficient � All fenestration to be listed and labeled lo meet AAMA regulations having jurisdiction over his project.If there are any discrepancies FRAMINGICARPEN'TRY NOTES thickness to maintain uniform wall thickness All exposed portions of wall shall Bottom Plate to Floor Joist, Band joist, 3-d s PER FOOT d.The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)A].Wind exposure category shall be determined on a site-specific basis in accordance between agency requirements,the Contractor shall follow the strictest 2. All removals and salvage shall become the property of the Contractor,unless be finished with three(3)coats of spackling,sanded and left in a paint ready • _ with Section R301.Z.1.4. requirements. noted or requested by the Owner. condition. 4. All recessed lighting fixtures shall be IC rated labeled,and sealed at FLO R RAMING e. The outdoor design dry-bulb temperature shall be selected from the columns of 97'/Z percent values for winter from Appendix D of the Plumbing Code of New York State.Deviations from the Appendix D 1. All carpentry wood Work shall be done in compliance with the Wood Frame housinglinterior finish. temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also see Figure R301.2(1).] 6. All work shall comply with the standards of rite National Board of Fire 3. Remove onlynon-loadbearingconstructior and partitions.The Contractor to Construction Manual 2018. Joist to Sill, Top Plate or Girder (Toe-Nailed) 4fi6§d PER JOIST f. The jurisdiction shall fill in this I0.Level all existing floors as required to receive new floor finishes where EACH END J part of the table with the seismic design category determined from Section R301.2.2.1. Underwriters(NBIL�,the American C'�as Association(AGA),American Society of verity,prior to removal,that no structural components.i.e.bearing wails,beams, licable.TheCmtractorshallinstalltransition ieces 5. Automatic or avi dam shallbeinstalledon all outdoor air intakes& Bridging to Joist (Toe-Nailed) i-1�� Y To establish flood hazard areas,each communit re ulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR shall ado t a app p approved by the Owner gr ty pens 2- 8d EACH END g' � ] Y g > P Heating&Air Conditioning Engineers(ASHAE),Occupational Safety and Health headers,etc.Supporting floor,roof or ceiling joists are designated for removal. 2, All lumber shall be Doug-Fir#2(Fb-875 psi)grade stamped minimum. between various floor finishes where applicable. exhausts. Blocking to Joist (Toe-Nailed) - 16d flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Administration(OSHA),applicable statue&building codes and the requirements of Blocking to Sill or Top Plate (Toe-nailed) 3 EACH BLOCK y ty,as amended or revised with: 3- 16d EACH JOIST Stud for the communi all public utility companies serving the project site. 4. The Contractor shall amtact the Architect prior to removal of any construction Led er Stri to Beam Face-Nailed i.The accompanying Flood Insurance Rate Map(FIRM), 3. All lumber shall be 8'above grade minimum. ELECTRICAL N01TS g p ( ) 3- 8d PER JOIST differing from the design intent T1te Contractor's non�ontact of Architect prior 6. Blower test door @ 50 pa less than 3 act.Record when testing was conducted ii.Flood Boundary and Floodway Map(FBFM),and 7. The Contractor and allSub-Contractors shall be licensed by the state in which to removal of any Work indicates his complete understanding that no load (after tough-in and installation of penetrations)leakage rate,and test Joist on Ledger to Beam (Toe-nailed) 3- 16d PER JOIST Band Joist to Joist End-nailed iii.Related supporting data along with any revisions thereto. the project is located and approved in advance by the Owner. bearing or structural work is being altered under his contract and assumes all 4. Any lumber in contact with concrete or masonry,or the exterior environment I. All electrical work shagbeinaccordancewiththeNationalElectricalCode,NYS specifications. If testing is not performed.a visual inspection mustbeperformed ( ) 2- 16t� PER FOOT The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. ty• shall be ACQ,pressure treated lumber. and verification m need to occur duain m tion rk of op a e c e-n al a ry g g liabili fire Underwriters Code,Residential Code of New York State,all state and local aY 8• � reto � h. In accordance with Sections R905.1.2,R905.4.3.t,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a histo of local damn a from the effects of ice dammin the jurisdiction shall & The Contractor and all Sub-Contractors shall carry workers compensation and codes,and utility company codes and regulations Wood Structural Panels 8d (See Table 3.10) fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." general liability insurance that complies with state,local codes and ordinances. 5. All structural systems shall be maintained and be adequate strength to support 7. U-factors of fenestration products are determined in accordance with the NFRC Diagonal Board Sheathing i. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data the new desi loads and to resist the deformation caused such loads as 5. AB new exterior wood fence and new decking materials shall be water sealed& Center data table"Air Freezin Index-USA Method Base 32°F �' 2. furnish Fire Underwriters Certificate tit con lion of work teastprocedures or t ricer from the default tables 1'X6" or 1"x8" 2- Sd PER SUPPORT j, The jurisdiction shall fill in thi part of the table with he mean annual temperature from the National Climatic Data Center data table"Air Freezing index-USA Method(Base 32°F)" DATE REv.# DESCRIPTION stained as per manutfacturer's recommendations. p°ri � " 3- 8d 9. All work is robe coordinated witlt the Owner.The Contractor is to meet with the applicable.For Minimum design load values,see table R301.5 on General Note k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this art of the Owner prior to starting construction.The Contractor will present the building sheet A I 8. A rotective coverin is installed to ect a exterior insulation and CEILING SHEATHING P permit&insurance certificates to the Owner prior to starting construction. 6. Sills to be pressure treated and securely flashed with termite shield The sill plate 3. The Contractor must verify with his licensed electrician if an upgrade of P 8 1 xposed table with"YES"Otherwise,the jurisdiction shall indicate"NO"in this part of the table. electrical service is re tired for his r ect,and notif the Owner. extends a minimum of 6 in.below grade. Gypsum Wallboard 5d Coolers 7" Edge / 1 O" Field I. in accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific Owner governs all aspects of outside�„ontractors working on the property. 6. All electrical conduits,wires,and equipment adjacent to or contained within shall be 2x6.unless otherwise noted 9u P of Y WALL SHEATHING requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. existin uits,wire s req i removed backlo the next panel board and shutdown. m.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 10.All materials to be furnished and inccmporated into the Work shall be new. No cirouits,wires or equipment shall remain open or five during construction. 7. All metal connectors shall be Simpson Strong-tie".No substitutions allowed. 4. Per Section R315&the 2020 NYS Fire Code Section 915,A carbon monoxide 9. All insulation shall be installed and labeled col R-value provided Wood Structural Panels 8d See Table 3.11 n.The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la or lb from ACCA Manual J or established criteria determined b the urisdiction. unused and of quality standard lo the indnnstry of similar nature and character, Metal connectors shall be at all appropriate locations including,but not limited alarm shall be provided on each story containing a sleeping area within 10 feet y j unless otherwise noted All materials shall be installed using the Manuf�turer's to.Roof to wall,wall to wall,wall to foundation,and all other locations as of the sleeping area.More than one carbon monoxide alarm shall be provided 10.Floor insulation installed per manufacturer's instructions and in substaznfial Structural Fiberboard Panels " N o. [NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have recommendations and best standards of construction. FOUNDATION/CONCRETE NOTES where neces to assure that no sl area on such st is more han 10 1/2" 11 ga. gale 3 Edge / 6 Field their ground snow load increased from the mapped value by 2 psf for every 1,000 feet above 1,000 feet. required by code.If a connection is not specified the Contractor shall notify the sarY 8 o►'Y• contact with the underside of the subfloor,or f loci framing cavity insulation is " » » Architect prior to ordering. feet away from a carbon monoxide alarm.A carbon monoxide alarm shall be in contact with the top side of sheathing,or continuous insulation is installed on 25/32 11 ga. gale 3 Edge / 6 Field TABLE R301.7 11.All materials,assemblies,&methods cif construction are to be supervised by the General provided on each story that contains a carbon monoxide source&fuel-burning the underside of floor framing and extends front the bottom to the top of all " ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS°•° TABLE R301.5 Contractor tobesuretheyareinacccTdancewithHiedrawings,specifications. 1. ieamtractorshallprovidefoundationplanstothegeoteclmicalengineerfor appliance. perimeter floor framing members. Gypsum Wallboard (1/2 MIN) 5d Coolers 7" Edge / 10" Field MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 8. Framingshallbedonbledaroundallopenings&joiststinderparallelwaBsabove 8d ALLOWABLE (in pounds per square foot) &all relevant cedes.Any variations from the drawings&specifications will not review to ensure compliance with lire gcotechnical report.Tine Contractor shall Hardboard (See Table 3.11) STRUCTURAL MEMBER DEFLECTION be permitted,unless by written consent from the Architect. be familiar with the geotechnical report,if a conflict occurs between the notes 5. Sin and multi le station smoke alarms shall be ovided in accordance with Particleboard Panels 8d (See manufacturer) USE LIVE LOAD � gle p In' 11.H all,floor&ceiling insulation shag be installed in accordance colt rite Rafters having slopes greater than 3:12 with and the geotechnical engineer's recommendations,then the most stringent shall 9. All beams,girders,etc.to have minimum bearing of 3.5'. Diagonal Board Sheathing L1180 Uninhabitable attics without stora eb 10 NOTE:FOR TYPICAL DEAD �' Section R314(iRC)as modified by the NYS Supplement They shall be provided manufacturers installation instructions. N » » 2_ gd finished ceiling not attached to rafters g M 12,Substitutions not permitted unless by written consent from owner&Architect apply. in each sleeping room,outside each separate sleeping area and on each level 1 x6 or 1 x8 PER SUPPORT , s LOADS FOR WOOD FRAME r-•t 3- $d Interior walls and partitions H1180 Uninhabitable attics with limited storage 20 r-4 10.No joist or stud shall be cut more than 1/3 it's depth for any pilling work duct or with the exception of uninhabitable spaces per the Residential Code of New York P R SUP OR 13.If the Contractor requires additional details or information not found on the 2. The Contractor shall verify all dimensions,drops,slopes,and shall report electrical work State.Smoke alarms and carbon monoxide alarms shall be interconnected so that 12.Vented attics with air permeable insulation include baffle adjacent to soffit& FLOOR SHEATHING Floors L/360 CONSTRUCTION ASSUi11E drawings or specifications(if applicable),then the Contractor shall request this discrepancies to the Architect prior to the start of construction. eave vents that extends over insulation. Habitable attics and attics served with fixed stairs 30 10 LES�SQ.EE 0 / _ ��- informationfrom the Architect in writing prior to the start of constuction. he actuation of one alarm actuates all of them.The alarms shall be clearly Structural Panels Ceilings with brittle finishes(including plaster ° 1�� and stucco) L/360 Balconies(exterior)and decks 40 UNLESS OTTiERWISE NOTED Q 11.All stair construction to comply with NYS residential building code.8114, audible in all bedrooms. 1" or Less 8d 6' Edge / 12" Field O W C 3. During construction the Contractor may encounter existing conditions that were 13.Attic access hatch&door insulation t R-value of the adjacent assembly » " " Ceilin s with flexible finishes includin sum L/240 Fire escapes 40 O 14.DO NOT SCALE THE DRAWINGS.Written dimensions take precedence over unknown daring design and vary from the plans.The contractor shall notify the maximum riser,9"minimum tread depth,)114,max nosing,36"high handrail Greater than 1 1 Od 6 Edge / 6 Field r ( g gYP ,,��// /� e ensrons. ne ntractor shall notify the Architect of any discrepancies Archtect in writing prior to proceeding with the Work of all discoveries that 6. Prior to installing gypsum work the Contractor shall coordinate with the Owner Diagonal Board Sheathing board) Guards and handmilO 200' , lit ] x sc drawings prior to starting the Work n the Contractor c unsure of a specific interfere with proper execution ce the Work the jeopardize the structural 12.All gable walls taller than F_1'above the finished floor(ie cathedral ceilings) to determine the location of any items such as thermostats,telephones,cable, 14.Construction drawings and documentation demonstrate energy code compliance 1"x6" or 1"x8" 2- 8d PER SUPPORT All other structural members L1240 Guard in-fill componentst S Oh ' � � � shall be framed vtih 2x6 studs a 16.O.C.minimum. intercoms,alarms,etc. for the building envelope.Thermal envelope represented on const action » N 3- 8d PER SUPPORT Exterior walls-wind loads°with plaster or dimension,the Contractor shall notify,he Architect for clarification. nrtegrity of the structure. C documents H1360 O ' Nailing requirements are based on wall sheathing nailed 6" on-center at the panel stucco finish Passenger vehicle garages° 50' Z, � cn " Exterior walls-wind loads'with other brittle 15.The Contractor shall verify all dimensions in field,if there are anydiscrepandes 4. Underground utihty services that rnn parallel to the foundation shall not be 13.Fire blockin shall be vided per section R302.11 both vertically blocked at 7. The Contractor shall verify with the owner,locafion and quantity of lighting edge. If wall sheathing ]s nailed 3 on-center of the panel edge to obtain higher shear H/240 Rooms other than sleeping rooms 40 �,,j� on the drawings,Contractor shallno*HieArchitectpriortostartingtheWork located closer han5feetfromHiefoundation. 8 fixtures,sw•itches,outlets,etc. 15.Compliance certificate postedAcertificateidentifyingheenergy-related capacities, nailing requirements for structural members shall be doubled, or alternate finishes intervals not exceeding 8 feet and horizontally blocked at intervals not features of the building must be located on or in the electrical panel,or other e�oWctors s ch s shear&tes shall be used to mointgin th lo�d tit. Exterior walls-wind loads°with flexible finishes H/120 Sleeping rooms 30 ( 0 exceeding 10 feet fire blockingshallbe installed also in concealed spaces. approved location. en wall s�leat�iIng is c n inubUs over connec ed mem ers, a abRa ed 16.On site vetfcation of dimensions and conditions to be made before ordering 5. A moisture retarder,such as two layers of 15#felt or one layer of 30#felt,and 8. All switches shall be installed 36'above the finish floor,unless otherwise noted. Lintels supporting masonry veneer wal Is L1600 materials or starting work hot-mopped or approved equivalent foundation membraneshallbeappliedto number of nails shall be permitted to be reduced to 1- 16d nail per foot. ° Stairs 40r Q exterior wall surfaces below grade to be continuous from top of foundation and 14.Lateral stability in flocs&ceilings-depth(d),width(b) 16.Supply&return ducts in attics insulated 2 R-8 where duct is t 3in in diameter Note:L=span length,H=span height. For Si: 1 pound per square foot=0.0479 kPa,i square inch=645 mmz, �Q 17.Before proceeding w/the Work any omissio0disct•epancies of the Construction extend to lap edge of footing.Seal fie holes,voids and honeycombed areas with 14.a dlb 5 2;no lateral support shall be required. 9. Power outlets shall be provided in the following locations, &2 R-6 where<3in.Supply&return ducts in other portions of he building r a In every habtable room 1 pound=4.45 N. Documents and/or job conditions shall be clarified by the Architect sealant before damp proofing. 14.b. 2<dlb 5 4;the ends shall be held in position by full depth solid blocking insulated t R-6 for diameter t 3in&R 4.2 for<3in in diameter. TABLE 3.1 O ROOF SHEATHING TABLE 3.11 WALL SHEATHING&CLADDING a. Elevated garage floors shall be capable of supporting a 2,000-pound load bridging,hangers,nailing or bohing to other framing members i. Every wall,in every room,shall have at least(1)one power outlet ATTACHMENT RE UIREMENTS FOR WIND LOADS ATTACHMENT RE U[REMENrs Fox applied over a 20-square-inch area. N I8.No deviations or changes to Hie structural system shall be made unless approved 6. A minimum 6-mil thick polyethylene vapor retarder sheeting shall he placed N.C. 4<d/b 5 5 Hie compressim edge of the member shall be held in line for ii. Outlets to be spaced C l2ft o.c.max,starting at 6ft from any opening. 17.Building cavities are not used as ducts or plenums Q *C WIND LOADS b. Uninhabitable attics without storage are those where the clear height � � W by the Architect in written consent. directly below the concrete;lap joints a minimum of 6•and seal with duct tape its entire length to prevent lateral displacement,as by adequate sheathing b. In kitchens above countertops 130&140 MPH between joists and rafters is not more than b inches, at where there are or other a ved for such use its manufacturer.Va retarder shall 130&140 MFH not two or more adjacent trusses with web configurations capable of Z Q tape ppro by' poi orsubflooring,&ends at point of bearingshallbeheldinpositionto i. All outlet lobeGFCh aced a 4fto.c.maximum z z accommodatin an assumed rector le 42 inches in hen tit b 24 inches in SP C 18.Duct tightness test restults of 5 4cfm/I00ft across tine system or 5 3cfm1100fl 700-YR WIND SPEED 3-SECOND GUST MPH g g g y l� 19.The Contractor must fully guarantee all Work and the Work of his extend to the perimeter formwork prevent rotation and/or lateral displacement if. Provide 1 one GFCI outlet within T-0"of a sink ran &frill without air handler a 25 Pa.For rou in tests,verification ma need to occur ( ) STRUCTLRAL SHEATHING 700-YR WIND SPEED 3-SECOND GUST(MPH) width,or greater,within the plane of the trusses.This live load need not 0 STRUCTURAL SHEATHING be assumed to act concurrently with any other live load requirements. ( ) nY e Y c. Individual stair treads shall be designed for the uniformly distributed live Sub-Contractors for a period of one(1)year after substantial completion of the 14.d 5<dlb 5 6;bridging,full depth solid blocking or diagonal cross bracing 8r shall be installed at intervals not exceeding 8 feet,the compression edge in.Provide 1 one GFCI outlet on an island during framing inspection. E F projecttmiess otherwise noted 7. Concrete slabs shall rest on minimum 6^fine avel or sand with a 6 mil ( ) polyethylene vapor barrier under occupied space. of the member shall be held in line as by adequate sheathing or c. In Bathrooms SHEATHING RAFI'E[i/1'RUSS FRAMING RAFITWMUSS Maximum Nail Spacing for E F load or a 300-pound concentrated load acting over an area of 4 square 20.The Contractor shall indemnify and hold harmless he Owner,Architect,heir subfloo' and ends at nt of bean shall be held in tion to i. Provide(1)one GFCI outlet in every bathroom,unless otherwise noted 19.Ducts are pressure tested to determine air leakage with eithen Rough-in test r z inches,whichever produces the greater stresses. rug, poi ng posi LOCATION SPECIFIC GRAVfI'Y,G SPACING(in) 8d Common Nails(in,O.C) SHEATHING 11AFfLTtI'IRUSS r1.•tximum Nai]Spacing for agents and employees from and against all claims,damages,loses and expenses. 8. Flash all joints where slab abuts framing. prevent rotation and/or lateral displacement. d In Garages Total leakage measured with a pressure differential of 0.lin w.g.across the u z.s d. A single concentrated load applied in any direction at any point along the LOCATION SPACING(in) Sd Common Nails(in,O.C.) 14.e. 6<dlb 5 7;both edges of the member shall be held in line for their entire i. All outlets lobe GFCT,Spaced a)12ft O.C.maximum,starting at Eft system including the manufacturer's air handler enclosure if installed at time of iNTERIOR ZONE .42,.49 12-24 6 12 top. 21.The Architect is re nsible for deli a intent onl,unless retained the Owner Fill test.Fostconstruction test,Total leakage measured with a pressure differential of INTERIOR ZONE 12-24 6 12 e. See Section R507.1 for decks attached to exterior walls. slo $ Y by length&ends at points of bearing shall be held in position to prevent from any opening pERpME•1'LR .49 16 6 12 for supervision of work. 9. Ro backfill shall be placed against foundation wall until first floor framing is in rotation and/or lateral disfiscement. 0.Iin w.g.across the entire system including the manufacturer's air handler EDGE ZONE p�M g f. Guard in-fill components (all those except the handrail), balusters arnd enclosure. anel fillers shall be desi ed to withstand a horizontal) a lied nominal place. A2 16 6 6 EDGE ZONE 12-24 6 12 P !re Y PP I0.IIeetrical receptacle outlets shall beinstalled inaccordance w/Section E3901.9 load of 50 pounds on an area equal to 1 square foot.This load need not Ibe CON'TRACIOR RESPONSIBILITIES 10.All existin fill shall be laced in accordance with the ethnical The VITN'DOWS&DOORS NOTES GABLE�iDWALL RAID OR RAId;TRUSS assumed to act concurrently with any other live load requirement. 8 rep S 20.90%of lamps in permanent fixtures or 90%of permanent fixtures have a high WITH UP TO IFf OVERHANG 1. The contractor shall be responsible for all constiucfion means and methods.True geotechnieal engineer shall approve any fill consisting of onsite soils. 11.All receptacle outlets installed fin the detached garage shall have 2.2 fault efficacy lamps.Does not apply to low-voltage lighting. BOARD SHEATHING g. Uninhabitable an r with limited storage arc those where the clear height circuit-intent er oocations,in accordance with Section E3902.2 between joists and rafters is not greater than 42 inches,or where there a.re contractor,in he proper sequence,shall provide proper shoring and bracing as I. All windows and exterior doors shall be as manufactured by Andersen',unless BOARD SHEATHING RAFTUMUSS Minimum number of two or more adjacent trusses with web configurations capable ,of necessary during construction to achieve the final completed structure. 11.Any structural fill shall be in accordance with the genrtechnical report.Field otherwise noted All window&door sizes ed on tine ins are Andersen' SHEATHING SIZE SPACING(in) 8d Common Nails per support accommodating an assumed rectangle 42 inches in height by 24 inches in Pia 21.Fuel gas fighting systems have no continuous pilot light. Z density tests are required for he sub-grade below the fill and each lift including. code numbers specified for 400 series Tilt Wash Double Hung lull Frame or 12.Provide ground-fault&arc-fault circuit-interrupter protections in accordance SITEATiI[NG � RAFTEIMUSS Minimum number of width,or greater,within the plane of the trusses. in N W w O 2, The Contractor shall be responsible for the scheduling of all activities,&keeping but not limited to,flatwork areas such as driveways and patios. 400 series Casement&Awning windows.See'Andersen'specifications for rough with Becton E3902 lx6 OR 1 x8 SHEATHING 12-24 2 SPACING(in) 8d Common Nazis per support The live load need only be applied to those portions of the joists or truss Z rn W x FQ 22.Air handler leakage designated by manufacturer at 5 2%of design air flow. bottom chords where all of the following conditions are met: O W EE_ E• O Q the project on time. opening sizes. Ix6OR lx8 SHEATHING 12-19.2 2 1x10 OR LARGERSHEATTIING 12-24 3 1.The attic area is accessible from an opening not less than 20 inches in w a Q OF . W 12.ffll required adjacent lo the footprint of the foandafion or any flatwork shall be 3. Tine Contractor shall coordinate construcfion activities witit the Owner lo coin acted to the same cations tired within the foo t of the 1 I.At least one wall-switch controlled lighting outlet to be installed to provide Ix 10 OR LARGER SHEATIIING 12-19.2 3 E-Nail spacing at panel edges(in.) width b p 2. All windows&doors shall be installed in accordance wl manufacturer specs illumination on the exterior side of each outdoor egress door having grade level 23.Programmable thermostats installed for control of primary heating and cooling minimize interruptions to normal Ovmer operations. foundation and for a horizontal distance of 3 feet for eve foot that the finished E-Nail acin at anel ed s m F-Nail spacing at intermediate supports in the panel field(in.) the atti is not 1 sssthan 30 inchs,s located where the clear height;in Z ¢O ¢ w -_ Q ry system s and initially set by manufachtrer to code specifications. sP 8 P 8e ( •) access,in accordance with Section E3903.2. tin" �., x floor concrete elevation is above existing grade. F-Nail spacing at intermediate supports in the panel field(in.) 2.The slopes of the joists or truss bottom chords are not greater than 2 3 Q Cq U 4. Tine Contractors shall make timely submissions to the Owner of all inquuiries to 3. All headers shall be(2)-2xl2 minimum,unless otherwise noted 1 For roof sheathin within 4 feet of the rimeter g pe' edge of he roof,including 4 feet on each side of inches vertical to 12 units horizontal. Z >-' .a A O allow reasonable and rate time t'or review and for approval of snubmtissions 13.There shag be a minimum of 6'between the top of the foundation and the brick 10.At least one wall-switch-controlled lighting outlet shall be installed in every 24.Heat pump thermostat installed on heat pump the roof the 4 foot rimeter a zone attachment uirements shall be used 1 For roofsheathhng within 4 feet of the perimeter edge of the roof,incluuding 4 feet on each side of the roof peak the 4 foot perimeter I Pe �8 req 3. Required insulation depth is less than the joist or truss bottom chord Ow P Q Q a w habitable room,bathrooms,hallways,stairways,attached garages,and detached ed zone attachment uirements shall be used 2 For wind speeds greater than 130 mph,blocking is required which transfers shear load to two v x W O withort delaying the progress of any part of the projeck ledge from final grading,includin8landscaPlo8 4. The Contractor shall seal and/or prime all doors immediately upon installation. ' member depth. W 2 N I- W garages wit}n electric power. 25.Circulating service hot water systems have automatic or accessible manual 2 For wind speeds greater than 130 mph,blocking is requtdrrd which transfers shear load to two additional joists(3 joists total) J ( J ) - . . . .. . addifional'oists 3'oiskstotal 5. The Contractor shall be responsible for all site safety requirements to protect 14.Surface water shall be directed away from the foundation at minimum slope of controls. 4" W Z -_ Q 5. All glazing and skylights shallbe in accordance with the W, Residential A W O ` A workers and all other people on site(luting all construction phases at all times. 5%%within 10 feet of foundation N'o ponding of surface water shall be allowed 11.All appliances shall have separate circuits,amperages shall be based on W - Building Cade for impact resistance. E• ~ _Z within 10 feet of the foundation during construction or completion of the Work manufacturer's recommendations and specifications. 26.All mechanical ventilation system fans not part of tested&listed HVAC NOTES FROM THE TOWN x 9 O 6. All materials shall be installed in acoardance wl manufacturer's specifications. equipment meet efficacy&air flow limits. w0 W C4 W E" A Concrete 6. All glazing in hazardous locations accordinng to section R308.4,shall be FLUA4BING NOTES O 7. No materials shall be used for constriction until it has been in ed& 15. rr RT6�.2,all concrete lobe air-entrained with minimum coin ressive stren insulated tempered 8 z E'" d A <C sped P 8th 27.Hot water boilers supplying heat through 1 oc 2 pipe heating systems have accepted by the Owner,unless otherwise agreed upon.All materials rejected of 3000 psi at 28 days.All concrete to be air-entrained wl minimunn outdoor setback control to lower boiler water temp.based on outdoor temp. AP PROVED AS NOTED t-1 e�>nor IIgh ng E. O ¢ ,. Z W shall be immediately removed from the site¬ offered for inspection again. compressive strength of 3500 psi at 28 days for porches,steps exposed to 7. All windows lo be double glazed with low a glazing,U-.31 maximum,& 1. All plumMng work including the water supply and sewage disposal system shall ,,t weather,garage floor slabs&carport slabs.Minimum footing width per R403.I. gH�..40 maximuum,Design pressure-50,All exterior doors to heated spaces be Installed in accordance with part VII of the Residential Cale of New York 5�g I ~° +fit°' !rCp"�� el ' p z OF Q ¢ E'" 8. All Work shall be executed using be<t construction practices and all workers shall be insulated and weather-stripping installed per the Energy Conservation �tr,Plumbing Cade of NYS,the County Department of Health and other 28.Heated water circulation systems have a circulation pump.The system return DATE'�_)�2+ B-P v ' i� e�£ ? C®`'f > v V Z in Z shall be skilled in their trade. 16.Concrete shall be placed in continuous pour,unless otherwrise approved by an Construction Code of New York State. agencies having jurisdiction. pipe is a dedicated return pipe or a cold water supply pipe.Gravity& `� d W •- - e7 Engineer in writing.In no case shall adjacent concrete be placed more titan 30 thermos syphon circulation systems are not present Controls for circulating h� � 7 .�C' �; toCb^ " '1'T� MV) t3xN 9. Items shown on plans}Hut not specifically stated in the specifications and/or vice minutes apart to prevent a cold joint.If there is an unplanned delay,vibrate flee 2. Contractor shall provide cut sheets of all plumbing fixtures for Owner approval water system inanPs start the pomp signal for hot water demand within the D.' � `��a� F a C4 � W X versa shall be considered to be included in the contract if a cable fresh concrete&contact En ' eer rom 1 for instructions on how to eed 8. Provide at least one window in each bedroom for emergency exit(egress)in occupancy.Controls automatically turn off the pump when water is in NOTIFY BUtLDtNG DEPARTMENTA7 Z ¢ A F � ( iAh ) P pt Y conformance with Residential Code of New York State.Windows shall have circulation loop is as a set-point temperature&no demand for hot water exists. minimum openings of 24'vertical.20^horizontal,with a minimum clear 3. The Contractor shall install hot water baseboard heat(unless otherwise noted)in 631-765-1802 8AM TO 4PM FOR Tt1E: °q 10.The Contractor shall si responsible f'Re Shop Ded by Hi when applicable.AB 17.All mixing,transportation,placing and curing e l concrete shall comply with opening of 5 sq ft for 1st floor and 5.7 sq ft for 2nd floor. Habitable spaces shall each room to meet fife design heating load The hot water heater shall have a conditions and dimensions are to be Geld verified tine Contractor. AC[-318,current edition.]o not lace concrete less than two da or to a 29.Electric heat trace systems comply writh IEEE 515.1 or UL 515.Controls FOLLOWING INSPECTION ' P have a minimum of 8%of floor area for glazing and minimum of 4%of floor maximum temperature setting of 140F. automaticall ad ust the ene in ut to the heat tracin to maintain the desired freeze unless protective measures are taken.Concrete shall be placal when �,for ventilation.Provide egress hardware for casements where applicable. Y 1 r8Y P 8 FOUNDATION-TWO RC-G}UIRED E LE CT;3�1C�L 11.The Contractor shall be responsible for removal of all construction debris from temperatures are at a minimum of forty degrees Fahrenheit(40°F)and rising water temperature in tine piping. FOR POURED CONCRIrTE PI SPECTIO.J RE 4. There shall be hot/cold water su 1 lines&shut-off valves at all fixtures. Qi�L�ED project site&shall provide dumpsters etc.as req'd The project site shag,be Irept unless protective measures are taken as specified by the concrete supplier. PP Y reasonably orderly on a daily basic At the completion of the Work the 9. R312.2 Window fall protection Any window sill that is<24'high shall be required a install Contractor shall remove all waste materials,tools,rubbish,etc.,from the site& I8.In no case will the lacement of concrete haulm a rem ahtre in excess of Window opening control devices(wOM)installed per R312 2.2&comply with AsrM F2o90. 30.Water distribution systems that have retarculation pumps that pump water ROUGH-FRAMING S PLUM TITLE SHEET P 8 The WOOD after operation to release the control device allowing the window to fully open,shall 5. All piping shall be pitched minimum 118,per foot,unless otherwise noted from a heated water supply pipe back to the heated water source through a cold INSULATION GENERAL NOTES leave the floors broom clean.The final cleanup shall be to owner satisfacction. ninety degrees Fahrenheit(90°F)be permitted not reduce the net clear opening area of the window unit to less than the area required by water supply pipe have a demand recirculation water system.Pumps have FINAIL-CONSTRUCTION MST section R31o.2.1. controls that manage operation of the pump and lint he temperature of the BE COMPLETE FOR G-a 6. 4^pipe shall be used trough any foundation walls,all waste fines below grade o Additional SITE N07TS 19.In areas subject to freezing conditions,concrete shall be designed accordingly shall be extra heavy piping,all potable water supply lines shall be type 1:copper water entering the cold water piping to 104 F /" ,,was'" S uusing air entrainment or other appropriate methods 10.Flashing pans to be installed under all exterior doors&windows.Exterior doors piping,all new piping shall have insulation installed as required by code. ALL CONSTRUCTION SHAII MEET T1 E i.e �.it lcalon 1. Contractor shall visit the site to verif y existing conditions&make all appropriate are to be fully weather-stripped.Provide all screens&hardware as required. 31.Drain water heat recovery units tested in accordance with CSA B55.1.Potable inquires to determine conditions&field construction criteria prior to submission 20.Maximum aggregate size shall be I%In or 113 he depth of the concrete slab, RE(aUIREMENTS OF THE CODES�N lr of bids,&shall make no additional claims regarding site conditions thereafter. whichever is less. 7. The size of typical waste pipe diameter for fixtures as followed water-side pressure loss of drain water heat recovery emits<3 psi for individual '& *r I:�tati1 U. 11.All new moldin casin window frames,etc.shall match existin unless Dishwasher,Sinks or Lavatories,11/2, units connected to one or two showers.Potable water-side pressure loss of drain YORK STATE. NOT RESPONSiBLF TOR Pr v jeer#: 2329 Contractor&Owner's agreement lo enter into the work shall suffice as their 8s- 8s• & water heat recovery units<2 psi for individual units connected to 3+showers. DESIGN OR CONS7RUCTIdN ERRORS► acceptance to the terms specified herein,&shall be incorporated into any&all 21.Maximum water added to concrete at the jobsite,without written permission otherwise noted. Clothes Washer,Shower or Tub,2' Drawing Scale: AS NOTED agreements between the Owner&Gmtractor. from the concrete supplier,is 1'/z gallons per cubic yard of concrete.Concrete Water Closets,3" 12.All windows and doors shall be caulked and sealed tine Ere Conservation 32.Manufacturer manuals for HVAC&water heating systems shall be provided room � YA/AJK tickets showing time of mix,time of delivery,yards delivered and total water pe ►gY Date Printed: 1011712023 2. Any existing concealed conditions are'based upon information taken from added shall be collected from each driver and retained by contractor. Construction Code of N'ew York State requirements. 8. The water distribution system shall conform to Table 604.3 of the Plumbing limited field investigations.The Contractor shall make required adjustments to 33.Heating&cooling equipment is sized per ACCA Manual based on loads Cocle of NYS,for flow rate and pressure values. }� *� u .. r system components as required by actual field conditions at no additional cost to calculated per ACCA Manual J or other methods approved by he code official ii0 V t �YT(lyL�CODtS 0. Owner or Architect.Report any discrepancies between he drawings and actual 22•All penetrations through concrete work shall be sleeved 13.All glass installed shall to be free of scratches&imperfections,&manufacturer n r"' field conditions to fine Architect before construction begins. shall include of a minimum 5 year guarantee on all windows&doors. 9. All waste water pipes shall have cleanouts when there is a change of direction. 34,HVAC in conve fluids above 105°F or chilled fluids below 55°F are 1NEW YORK STATE&TOM COD`S 23.Contact he Architect in writing prior to placement of concrete for a revised insular d to k R-3. Yin8 ♦as REauiRED AND COZDrn� S o.� SHEET: 3. The Owner shall be responsible for any irregularities discovered during the foundation design 9 crack cmtroljoints are desired. FINISHES NOTES 10.All venting systems shall have one 4"main vent stack to penetrate the roof -> � �"I i�i constrtnction phase of the project,which may require additional measures to be 35.Protection of insulation on HVAC piping. fir,�ri1�ttN'"R n 00"0% _ taken on the part of the Contractor,sub Contractors,or the Architect Any and Reinforcement I. All interior finishes shall be as selected by Owner,unless otherwise noted 11.The sanitary disposal system shall be county department of health services SM`U i V a° `"`"0 4Uf`J all costs related to the additional work shall be the sole responsibility of the 24.All rebar shall be a minimum grade 60 approved for design and installafion.the Owner's surveyor shall be responsible T0/� Owner,unless otherwise agreed upon. for design locations of the facilities as well as obtaining all permits or approvals. 36.Hot water pipes are insulated lo 2 R-3. �IY:°�'31i 25.The minimum reinforcement concrete coverage shall be the following, 2. The Contractor shall obtaznlprov}de fie Owner with samples of all finishes for 4. All items hat obstruct the new construc ion such as utilities,existing structures. a) Concrete cast against and permanently exposed to earth,3" proper color selection and final approval of all finishes prior to installation. Y'� etc.shall be removed and/or replaceal with approval from the Owner. b) Concrete exposed lo earth or weather, ICE SHIELD&AOOF L"VDI RIAYMI:V I 5 �� y - [ ` f) No.6 through No.18 bars,2° 3. All interior trim shall be cedar wood painted white,selected by Owner,unless k i 5. The Contractor shall verify the locati on of all existing utilities,piping and related ii) No.5 bar,W31 or D31 wire,and smaller,)'/z' nob I. Asphalt shingles shall be used only on Hoof slopes of two units vertical in 12 D ° - itemsprior tothe commencement of work All costs incurred shall be the c) Concrete not exposed to weather or in contact with grotund,s/; units hotizontal(2,12)or greater.For roof slopes from two units vertical in 12 �e ",iserres.n-rr.A ` t s�`ss --� •yr` responsibility of he Contractor,unless otherwise agreed upon by he Owner. 4. All interior finishes shall be Class C(surface flame spread rating of 76-200) units horizontal(2,12)up to four units vertica(in 12 units horizontal(4,12), M AY 2 Lu�24 I«y �,-`O..--��R - Ci'.� minimum in conformity with generally accepted standards.Carpeting shall be doable underlayment application is required in accordance with Section 6. The Contractor shall be responsible for the protection of all existing buildings& 25.Bottom rrhaz shall be supported on rebar chairs at a maximuun of 6'-0'spacing. R905.1.1. _ ✓ other installations that are to remain intact while performing tine specified work Rbar chairs for concrete slab shall be spaced each way such that the reinforcing class 2 with a minimum critical radiant flux of.22-wattsper sgntareinch. steel is located 113 the distance fr'o t the top of the slab. - r .� Provide&maintain fire extingntishers on project site during constttction. 2. An ice barrier that consists of a least two layers of underlayment cemented •rtr;rt I �- �_r^r*".^ `i� ` " J , n 5. The Contractor shall install foil faced fiberglass bad insulation by John I= r - � _•�_ Mansville'or approved equal in all areas shown on flue drawings including together or of'self-adhering polymer modified bitumen sheet,shall be used in 7. The stakeout of he project footprint to establish all lines&benchmarks is to be 26.Continuous reinforcing shall be lapped a minimum of 30 bar diameters.Splices lieu of normal underlayment and extend from the eave's edge to a point at least ~t n- rfornned a licensed sury or.All infornation vein on the drawin shall shall be tied at the both ends of he lice. exterior walls,flocs above cellars/basements,and ceilings above the heat ',. - �£` a pe by ey gi gs sp 24•inside the exterior wall line of the building. Use corrosion-resistant Q ' envelope,foil shall be placed facing the warm side of the insulation. ,,,,.�0`• - • •• �` r be verified.if here are any discrepancies,notify the Architect prior to fasteners in accordance with manufacture's installation instructions.Fasteners " r t , proceeding for clarification. are to be applied along the overlap not farther apart han 36•o.c. ,` „o ©2019 Architectural KAHNCEPTIONS, PLLC P��A ARCHITECTURAL KAHNCEPTIONS PLLC 143 East Main Street Smithtown,NY 11787 P.(631)780-6124 info@Kahnceptions.com www.Kahnceptions.com DATE REV DESCRIPTION 6 8x8 P.T.POST ON I8"DIA.CONC.FPG 15'-0"I I I 8x8 P.T.POST(TYP) MIN 36"BELOW GRADE - — — — — — — — T — — — — — — — O 4LHRI I w 3-1314"x1V U � O mo 2 I 2X8 RRs @ 16"O.C. I 2X8 RRs @ 16-O.C. i I I 2X82X8 CTs�16"O.CO.C. cn a � I I ROOF OVER PATIO I 2 zt (CATH CLG) I M =" NEW WOOD STEPS AS REQ'D(TM MAX 8 1/4'RISER HGT I M I M I }� Z — — — — — — — — _— — — — — — — — — — — — — — E.WIN-- - - MIN12"TREADDEFFH FINISH AS SELECTED BY OWNER 2 RISERS MAX I r I NO PLATFORM REQ'D � — — 1 UN - - - - - - - I E WIN. E I \ (NON-EGRESS)FWGG08I DOOR SHALL NOT SWIN�r \ OVER EXTERIOR STEP$45ER R311.3.2 KNEE WALL ABOJ AS REQ'D // 4x6 SOLID POST @ EA.END I 0\ I /o��� lip W �w„ wWo oWxF- I I I N I \ / KITCHEN ¢ o Q UNEXCAVATED w I I z o ¢ w y z I ao actin II o "- Qwu I wl � Wzcxi� Hw � AWp Ex•+ x wE"" Qg2 0wwwoZ A — — — — — — — — — — — — C] F oz "Ea ¢ zw I I ozF � ad > v �jC7c�nz QQwZtn2 N F X F z ¢ A F 1 FOUNDATION PLAN Z FIRST FLOOR PLAN A2 SCALE: 1/4"= 1'-0" A2 SCALE: 1/4"= 1'-0" LFOUNDATION PLAN IRST FLOOR PLAN Project#: 2329 Drawing Scale: AS NOTED Drawn By: yA/AJK Date Printed: 10/17/2023 SHEET. A2 nncn.r4,... oar •. r y. .gyp_-; �� �•••. �., © 2017 Architectural KAHNC EPTIONS, PLLC F ITECTURALEPTIONS PLLCst Main Streetown,NY II78731) 780-6124hnceptions.com www,Kahnceptions.com NEW VINYL SIDING TO MATCH EXISTING ARCHITECTURAL SHINGLES ARCHITECTURAL,SHINGLES ARCHITECTURAL SHINGLES AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER T.O.RIDGE FROM 1ST F.F. CONTINUOUS RIDGE VENT T.O.RIDGE FROM IST F.F. T.O.RIDGE FROM IST F.F. CONTINUOUS RIDGE VENT 12 ELEV.+12'-5" ELEV.+12'-5• R 2'x 'FASC' �6 ALUM OVER 2"x8"FASCIA ALUM OVER 2181FASCLA ALUM OVER 2'x8"FASCIA BOARD,VENTED SOF}TT BOARD,VENTED SOFFTT BOARD,VENTED SOFFIT 4"GUTTER.PITCH?MIN 4•GUTTER PITCH k MIN 4"GUTTER PITCH k MIN WINDOW HD HGT WINDOW HD HGT WINDOW HD HGT ELEV.+6'8°AIF N ELEV.+6'-8"AFF N N ELEV.+6'8"AFF NEW DOOR BY'ANDEILSEN'.SEE r. EXISTING HOUSE PLANS FOR SIZES(TYP) EXISTING HOUSE EXISTING HOUSE TO REMAIN 818'P.T.POST(TYP) TO REMAIN 8"x8•F.T.POST(IYP) 8"x8"P.T.POST(nT) TO REMAIN DATE REVI DESCRIPTION IST FLOOR _IST FLOOR 1ST FLOOR_ E.EV.+9-0" ELEV.44• ELEV.+0'-0• IS,DIA.CONC.FTG NEW WOOD STEPS AS REQD(nT) I I I 18"DIA.CONC.FTG I b I I 18'DILA,CONC.FTG MIN 36'BELOW GRADE I I z I I c NEN N OOD SEEPS AS REQD(7 Y1) MAX 8 k RISER HGT I I I MIN 36"BELOW GRADE(TYP) I M I I MIN 36'BELOW GRADE(nT) I I M? I MIN 12"TREAD DEPTH I MAX 8�RISER HGT — FINISH AS SELECTED BY OWNER — EXISTING ( (G FOUNDATION I MIN 12"TREAD DEPTH L J L J I W I I NEW WOOD STEPS AS REQ'D(I1'P) � — � � — J FINISH AS SL7.ECTED BY OWNER I EXISTING FOUNDATION EXISTING FOUNDATION I TO REMAIN I MIN 2,TREADDE17H I c) TO REMAIN �J TO REMAIN I I FINISH AS SM-FED BY OWNER i i I C) W-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - ° H W � Q � W ]�.� ELEVATION 2 RIGHT ELEVATION 3 LEFT ELEVATION W 1 ON W A3 SCALE: 1/4"= 1'-0" A3 SCALE: 1/4"= 1'-0" A3 SCALE: 1/4"= 1'-0" o ctJ z wvwiU3 � wx H owE�. E" o � ROOF CONST a. ¢ 0 CONTINUOUS RIDGE NEAT,ARCHITEC111RAL SHINGLES, Z O � ¢ � � #15 FELT,1/2'CDX,2-1�xi 1 14P LVL RIDGE, ?• w Q �` - 2X8 RR&CFS a�16"O.C..ALUM OVER d z a co u FASCIA BOARD,VENTED SOFFIT RIDGE VENT FINISH AS SELECTED BY OWNER w CS20 C 16"O.C. SNOW AND ICE SHIELD SHOULD EXTEND FROM ROOF 5-8d NAILS C EA.END A F" ¢H2.5A 16.O.C. A w Z - Q EDGE AT EAVES TO A POINT NO LESS THAN 24'OF q EXTERIOR WALL LINE x E- O w ROOF CONSTRUCTION, TYP C20 w E" "" 2 (SEE DRAWINGS FOR MORE INTO) STRAPPING F F Z x T.O.RIDGE FROM GRADE O W a Ew, O A w z pza4AQ zw 126 ozF ¢ QH FASCIA BD WI ALUM OVER TYP 2-2x12 HEADER E" U c7 w Q RIDGE BOARD. SIMPSON'POST CAP > � W z N u-QQw � En � � xV) E ' ZcCU pC WINDOW HD HGT A23 W 3-8d EA. .» A 0�0 3 1?x 9 LVL HDR ELEV.±6�" ENID WINDOW SILL PORCH CLG F � x VENTED SOFFIT(7'YP) 8X8 POST x 8"x8"P.T.POST(TYP} 2X PLATE NOTE STRAPPING UNDER ELEVATIONS & b ABU88 W/ WINDOW BUILDING SECTION ROOF OVER 6- 16d EA. END A23CUP _IsTFL00R G, ,o V.+0'-0'ELE SDW-1 PER RAFTER 4 Project A 2329 FIN GRADE 1% LJ Drawing Scale: AS NOTED f.: .I z § 18'DIA.CONC.FTG NOTE COIL STRAPPING SHALL BE I•.. :.I � M i'• '•I MIN 36'BELOW GRADE(11 P) 4 PLACED ON HEADER STUDS IN LIEU Drawn By. YA/tl/K OF UNDER WINDOW OPENINGS Date Printed: 10/17/2023 z CD a NOTE: 2X X PLATE SHALL BE WIDE ENOUGH TO FULLY FOUNDATION WALL SHEET: SUPPORT RAFTER CUT. REMOVE EXISTING SHINGLES TO BEAR DIRECTLY ON SHEATHING. Ar� 2X12 ON FLAT PLATE -{ a a WALL HEADING STRAPPING @ 1 ST FL 111 milli�.! 4 ]BUILDING SECTION 5 STRAPPING CONNECTORS & HOLDDOWNS (Tv. D. ) ={f: T:0- A3 SCALE: 1/4"- 1'-0" A3 SCALE: 3/4"= 1'-0" , tnntt ©2019 Architectural KAHNCEPTIONS, PLLC