Loading...
HomeMy WebLinkAbout48502-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48502 Date: 11/17/2022 Permission is hereby granted to: Mallas, Stella 420 Summit Dr Mattituck, NY 11952 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling as applied for per ZBA & SCHD approvals. At premises located at: 420 Summit Dr, Mattituck SCTM #473889 Sec/Block/Lot# 106.-2-8 Pursuant to application dated 9/4/2022 and approved by the Building Inspector. To expire on 5/18/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,709.60 CO-NEW DWELLING $50.00 Total: $1,759.60 Building Inspector Offal '^F { 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 littps://www-southoldtoowniiy.gov Date Received APPLICATION FOR BUILDING PER' For Office Use Only P�4 TL PERMIT NO., Building Inspector, Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an dN; Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: YY1� S SCT-#1000- I C)(0 2— Project Address: 20 S MMO bnvc, , . : CK N (1 Phone#: I, Email: VyVVICAMS " Mailing Address: CONTACT PERSON: Name: Mi il- C, ' Mailing Address: Phone#: 3 E ail: ajtAIA DESIGN PR FIESSIONAL INFORMATION: " Name: Mt * I Mailing Address: 51rooK. Phone#: J o 3 Emai : " C CONTRACTOR INFORMATION: o Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes %\No Will excess fill be removed from premises? ❑Yes KNo 1 PROPERTY INFORMATION Existing use of property:I FA"1 j`4 ftj I tended use of property: t ,116 �M1 � Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(prin name): i tk1rp r cq Authorized Agent ❑Owner Signature of Applicant: Date: i -2- 1 -21 STATE OF NEW YORK) SS: COUNTY OF M being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the Ay 12LAt;-I (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 day of -TAtAVXA-"I , 202-1 No ry Public JAME=CounLy SSO Notary PuNew York Noz PROPERTY OWNER AUTHORIZATION QualifieountyMy Commiseb 4,2021 (Where the applicant Is not the Owner) HA L I, residing at k GC do hereby authorize6&htWapplyon my b t Town of S uth Building Department for approval as described herein. 1 Owner's Signature Date Print Owner's Name 2 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson irk 53095 Main Road • P.O. Box 1179 Southold NY 11971-0959 �j Patricia Acampora Office Location: Eric Dantes k' Town Annex/First Floor, Robert LehnertJr. k� � � 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold, NY 11971 aCD, taw„� http://southoldtownny.gov �d ZONING BOARD OF APPEALS RECEIVED Jul � i � TOWN OF SOUTHOLD Tel.(631) 765-1809 •Fax (631) 765-9064 JUN 2 3 2022 1 t at�T "t Irl I FINDINGS, DELIBERATIONS AND DETERMINATIOPSoL ithold Town Clerk MEETING OF JUNE 16, 2022 ZBA FILE: 7633 NAME OF APPLICANT: Stella Mallas PROPERTY LOCATION: 420 Summit Drive, Mattituck, NY SCTM No. 1000-106-2-8 SE ISA Dh C l RMI ml TION: 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 OL NTY ADMINi 1"�T1V E QQ_ ;: (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. LWEP�DET_l=m°,RMI TION: 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/DEwSCRII.PTION: The subject property is a 23,340 sq. ft, non-conforming parcel_ located in an R-40 Zoning District. The parcel has a 175.00 feet frontage on Summit Drive,then turns south for 140.91 feet toward the rear property line where it turns west for 181.9 feet before returning for 121.35 feet back to Summit Drive. The property is improved with an existing two-story house along with various retaining walls and an existing chicken coop at the western end of the property. All as shown on survey prepared by Ralph D. Heil, L.S., revised November 24, 2021. BASIS OF APIA ICA IQ : Request for Variances from Article I1I, Section 280-15; Article XXIII, Section 280- 124; and Building Inspector's December 15, 2021 Notice of Disapproval based on an application for a permit to demolish and construct a single family dwelling, construct an accessoryin-ground swimming pool, construct an accessory garage and legalize an "as built” accessory coop at; 1) dwelling located less than the code required minimum rear yard setback of 50 feet; 2) accessory garage located in other than the code permitted rear yard; 3) swimming pool located in other than the code permitted rear yard; 4) coop located less than the code required minimum rear yard setback of 10 feet; 5) coop located less than the code required rninimurn side yard setback of 10 feet; located at 420 Summit Drive, Mattituck, NY. SCTM No. 1000-106-2-8. RELIEF REQUESTED: The applicant requests variances for the following: a) Variance for the code defined 1 demolition of the house with an existing rear yard setback of 19.8 fl where a minimum of 50 feet is required. b) The proposed accessory garage is placed in the side yard where a rear yard placement is required. � 4 F Page 2, June 16, 2022 #7633, Mallas SCTM No. 1000-106-2-8 c) The proposed inground swimming pool is placed in the side yard where a rear yard placement is required. d) The "existing" chicken coop has a rear and side yard setback of.4 feet where a minimum rear and side yard setback of 10 feet is required. ADDITIONAL INFORMATION: The current house on the properly was built in the carly 1970's and has a Certificate of Occupancy(#4445)dated October 28, 1971. There is another Certificate o(`Oecupancy(#5798)dated Feb 20, 1974 for the same one-family house. There was an alteration of the porch to a sunroom which has a Certificate of Occupancy(#35537)dated April 13,2012. The Board received three letters in support from neighbors. FfNDINGS OF FACT/ F A C'NS 1 OR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Jur°re 2. 2022 ,m 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 J..aw '267-b( )(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Due to the location and elevation of the house, which is set to the rear of the property,there is no other Feasible location l''()r an accessory garage and swimming pool. The proposed garage and swimn°ring pool are set to the rear of the house,but due to the shape of the house they fall in the side yard., The setback variance for the house results from to the amount of construction and work done to the house which by code is deemed a demolition, but the footprint of the existing house is to remain the same. As for the chicken coop, it is set back along a high retaining wall, and is not visible from either the street or the neighboring properties. Therefore, there will be no change in the character of the neighborhood. 2. Town Law ''"'267-b b '2' . The benefit sought by the applicant or cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Due to the existing location ofthe house,and the amount of work being proposed, it would require an area variance. The proposed accessory structures would also require area variances due to the existing house location. Therefore, there is no feasible method other than an area variance to complete the proposed work. 3. T'oww n Law "'267-b 3 3,b , The variances granted herein are mathematically substantial. a) The technical demolition of the house and placing the dwelling 19.8 feet from the rear yard property line represent 61 % relief from the code. b) Both the proposed detached accessory garage and in-ground swimming pool represents 100% relief from the code. c) The existing "as-built" chicken coop represents almost 99% relief from the code. However,the footprint of the existing house is not.changing,which makes the setback compliant with the previous Certificate of Occupancy. This puts the location of the accessory structures in the; only feasible space, wwyhille still behind most of the house, but still in the side yard. The chicken coop cannot be seen from either the road or the neiahbors due to its location and the retaining walls it sits near. 4. Town 'I�awv 2fi7_h 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 property is significantly screened from neighbors with vegetation. The applicant must comply with Chapter 236 of the "I"'oven's ttwrr-m Water Management Code and the conditions of this board. ° a Page 2,June 16, 2022 #7633, Mallas SCTM No. 1000-106-2-8 5. 'rowcn Law §2674)(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law § 67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated house, accessory garage, swimming pool, and chicken coop 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 Lehnert, seconded by Member Dantes, and duly carried, to GRANT the variances as applied for and shown on the survey prepared by Ralph O' Heil, L.S., last revised November 24,2021,and Architectural Plans(Sheets A-1 thru A-4)drawn by Michael Macrina,Architect,last revised January 25, 2021. SUBJECT10 THE FOLLOWING CONll)ITION& 1. Swimming Pool pump equipment/mechanicals must be located a minimum of 20 feet from any property line or be contained in a shed type enclosure with a lot line set back that is in conformance with the bulk schedule for accessory structures. 2. A Drywell for pool de-watering shall be installed. 3. Prior to receiving a building permit, the owner(s) of the subject property cited herein must sign a statement acknowledging: a. That the applicant(s) have read this determination and understand the limits of the variance relief granted herein. b. That the applicant(s) will immediately contact the Building Department if a demolition, as defined by Section 280-4 of the Town Code,' occurs during construction, or any construction undertaken in any other way exceeds the scope of the approvals granted herein, or the issued building permit; c. That the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right, after a public hearing, to modify, suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article XXV, Section 280-141 of the Town Code. 4. 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 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. 5 The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built" improvernent(s) and submit s one to the Office ofthe 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. NOTE: Section 280-4 of the Town Code defines"Demolition" as any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. Page 2, June 16, 2022 #7633, Mallas SCTM No. 1000-106-2-8 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. Any deviation from the survey, site plan andr'or architectural drawings cited in this decision will result in delays andlor a possible denial by the Building I)eIn'-wi nervi, of a building perruit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, 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. IMPORTANT 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 REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to --amply 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 Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Planamento, Acampora, and Lehnert. This Resolution was duly adopted (5-0) Kanes Weisman, Chairperson Approved for filing 111;7 /2022 f r W � � 1 Generated by REScheck-Web Software Compliance Certificate Project Mallas Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 420 Summit Drive Michael Macrina Mattituck, NY 11952 Michael Macrina Architect, pc 21 Main Street Stony Brook, NY 11790 (631) 686-6585 mmacrina@mmarchitectaia.com Compliance: 6.4%Better Than Code Maximum UA: 503 Your UA: 471 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Eny-e,inp e Assemblies Ceiling: Cathedral Ceiling 1,966 35.0 0.0 0.030 59 Wall: Wood Frame, 16"o.c. 2,675 21.0 0.0 0.057 130 Door: Glass Door(over 50%glazing) 116 0.300 35 SHGC: 0.30 Window: Wood Frame 271 0.300 81 SHGC: 0.30 Wall 1: Solid Concrete or Masonry 776 21.0 0.0 0.056 43 Floor: Slab-On-Grade (Unheated) 176 10.0 0.700 123 Insulation depth: 2.0' Compliance Statement. The proposed building design described here is consistent cVing plans, specifications, and other calculations submitted with the permit application.The proposed building has et the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory require en eck Inspection Checklist. w. Name-Title Signature Date 10 "A w7 , Project Title: Mallas Report date: 05/04/21 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checki"15-11t Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the"'Comments/Assumptions""' column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. -inspection/Plan Review ield Verified Complies? Comments/Assumptions Plans Verified F # Pre Value Value & Re _QR J 1 11-1-1 ®Complies 103.1, Construction drawings and 103.2 documentation demonstrate ElDoes Not [PR111 energy code compliance for the EINot Observable k5building envelope.Thermal E]Not Applicable envelope represented on construction documents. ........... ElComplies 103.1, Construction drawings and 103.2, documentation demonstrate E]Does Not 403.7 energy code compliance for oNot Observable [PR311 lighting and mechanical systems. EINot Applicable Systems serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions. ............... 302.1, Heating and cooling equipment is Heating: Heating: ElComplies 403.7 sized per RCCA Manual 5 based Btu/hr Btu/hr- ElDoes Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: E]Not Observable Manual J or other methods Btu/hr— Btu/hr EINot Applicable approved by the code official, Additional Comments/Assumptions: 1 High �� Medium Impact(Tier 2) 3 Low Impact(Tier Project Title: Mallas Report date: 05/04/21 Data filename: Page 2 of 9 # _-Foundation Inspection�_:.:...�,...�„�.......� .,.... - ..._....., - -...�... �„�..�...�,.vv...,�.W_ Plans Verified Field Verified Complies? mm Comments/Assumptions Value Valu & ate ._. pec _ . ..,_. .... ...R- .... .....�. ❑�t�maFrlies:.,. CommentsAssum .� .0 ❑Does Not e h [FO1] Unheated 402.1.2 Slab edge insulation R value. R- See thevalueEnvelope Assemblies 1 d ❑ Unheated table for values. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable See the Envelope Assemblies .1. 4022 Slab edge insulation ft ft ❑Complies table for values. [1`03]1 depth/length. ❑Does Not ❑Not Observable ❑Not Applicable 303.2.1 AP rotective covering is installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 43 .m , _ ....... ......... ... 0 .9 -aindltingsystem p e_s [FO12] controlsstalle ❑Does Not iut ❑Not Observable []Not Applicable Additional Comments/Assumptions: 2 Medium Im act Tier 2) .� � Low Impact(Tier 3) 1High Impact (Tier 1:...•... ) y p ( .3,._ ... _ , _m Project Title: Mallas Report date: 05/04/21 Data filename: Page 3 of 9 # � Framing�/ Rough-in Inspection � Complies? Section ~® � Plans luefied7 Field Ver Pied lies Com11­1111--ments/Assumptions Val q.IDJ,,__. .._­_­, �­_­­­­­­­ __..___ 2 1.1, Glazing U-factor((area-weighted - U � � U ��� �� ElCompl es 11111111­- See the Envelope Assemblies 9 ( 9 ,402.3.1, average). ❑Does Not table for values. 1402.3.3, ❑ 1402.5 Not Observable [FR2]1 ❑Not Applicable ........... 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not „n with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/i.5.2/A440 pap' or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. -..__,. ....... 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 insulated Supply d return where in attics ❑D mplies Not ._. _......._.. es >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches.Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 Ducts, air handlers and fil11 t11 er ❑Complies [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with ��, ❑Not Observable International Mechanical Code or International Residential Code, as ❑Not Applicable applicable. 403.3.5 Bu ...........� ..,., ... ........ ._._....._ ...... ..., .............. _. _.. �� __ Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable 403.3.7 . —— ........-..... _ .. ...._.__ ❑Not Applicable Ducts declared to be within the ❑Complies [FR28]3 conditioned space are either 1) ❑Does Not completely within the continuous air barrier and within the building ❑Not Observable thermal envelope, 2) buried ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is<= 1.5 cfm/100 square feet of conditioned floor area served by the duct system, or 3)the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling insulation R-value, less the R- value of the insulation on the . ..__ . mpact(Tier: �3 Low Impact (Tier 3) 1 High Impact(Tier 1) 2 Medium I Project Title: Mallas Report date: 05/04/21 Data filename: Page 4 of 9 ..�..... S.e.,c.�t..ion .. .l.a.`�.._. ..' .. �__.... ....._�.... .�.mPla �f_i�e... a_ri..F,. Verified # Framing Rough-in Inspection V .�C..om,.pl.,i.�ewtis'.�.......,..........,.._.,C_o.,.w.m�m.....en�ts/ A�....s...s.u mptions & Rei ID lue 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to>_R- ❑Not Observable 3. ❑Not Applicable . _ .......... _ ��a._„, , .. . ._ _ .. .._.._ .. . ...... 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not AL4, ❑Not Observable ❑Not Applicable .._. Hot water_pipes are insulated to R- �R ❑Do _. mplies [FR18]2 --R-3. es Not 4'A; ❑Not Observable ❑Not Applicable ......._..... .... ....... .... . ._ _ ...................... ................_.... 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mallas Report date: 05/04/21 Data filename: Page 5 of 9 Section ,.�� ......_-_ pection Plans Verified Field Verified Complies? Comments/Assumptions p..w__... # Insulation Ins. ...- " & Re .IDD Value Value P ssum tions 303.1 � ..All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass p Mass []Not Observable [IN3]1 exterior,the exterior insulation requirement applies (FR10). El steel E] Steel ❑Not Applicable „ „ „ _ .,.,m ...,_ ........ ......_ ... 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 . ........ _.� p pa Low Impact(Tier 3) - Hi�h Im act (Tierwl)�2 Medium Impact (Tier 2) 3 Project Title: Mallas Report date: 05/04/21 Data filename: Page 6 of 9 # PIanV luefied � FieIV luefied al p...�.__.m..... � Final Inspection Provisions Complies? �- � Assumptions & Re ID Ceiling insulation ation R-value. d...R_ _ ..m R _ �. ❑Com lies Seeommenet��e..–.–a.. 402,1.1 Ce' g p Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑Not Applicable [Fill] .................... 303.1.1.1, Ceiling insulation installed per OComplies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable 402.2.3 Vented attics with air permeable ®Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 Attic access hatch and door R- R- (❑Complies [FI3]1 insulation >–R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test – –. .__.... .. - ...- _. _......� @ 50 Pa. <=5 AC H 50 –, ACH 50 ❑Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable [03 3Ducts are pressure tested to cfm/100 cf ] determine air leakage with ft _.__.... m/100 ❑C_. __ _ z ft2 ...� omplies P Does Not either: Rough-in test:Total ❑Not Observable leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. tightness test result of<- � .._ � —......�� ......m_.. � .... _._ITIT 403.3.4 Duct ti g 4 cfm/100 cfm/100 (_(Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable rough-in r rou handler @ 25 Pa. For g ❑Not Applicable tests,verification may need to occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2% of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable ... ... .. ........ 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to code specifications. Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable ... ....... ..... wvvv .............. ............. 403.5.1 Circulating service hot water ❑Complies [FI 11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable � „ _ .....um�Impact(Tie–r1 h lmpact(TieMe .... __IT ow impact(Tier 3)� . � _ L ._.– mIT Project Title: Mallas Report date: 05/04/21 Data filename: Page 7 of 9 on Plans ValueVerified FielValuef1e� # Final Inspection ProvisionsComplies? Co �....m�...���... w �_._.. _ .....�.. � Com lies. Comments/Assumptions__ ._.._.-..�_... Section & Rei#... D 403.6.1 All mechanical ventilation system � Elop lies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable ... ..._ ._..._ 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature, ._...................... ....... 403.5 1.1 Heated water circulation systems ❑Complies (FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply [:]Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. .._. ......... _.._ .... �. 403.5.2 Demand recirculation water ElCornplies [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the [:]Not Observable water entering the cold water ❑Not Applicable piping to <= 104°F. ®..... ...m........ ...... ...... . ... ..__,. _ ..._..................... � 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not 1355.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 ...................... 1-11—- 0%or more of permanent ❑Complies [1716]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable �.... .... . ......-..-..-...__ .... _ _...... ..... ... .. .... .....e. _ .... .._.mm.�...... .� 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not ApplirAhla ........ ... _.m.... ........... 401. Compliance certificate posted. ❑Complies [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 1�sHi h Im act Tier 1 2 TMedium lm act Tier 2 j 3„ Low Impact(Tier 3) 9 P ( ) P ( ) Project Title: Mallas Report date; 05/04/21 Data filename: Page 8 of 9 #ry Final Inspection PlanValuefled FieIV luefiedmm P � SectionT"'-- provisions Com lies Comments/Assumptions & Re ID 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low lnapact(Tier 3) Project Title: Mallas Report date: 05/04/21 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate MIMUMMEMEMMUMMOM Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 10.00 Ceiling / Roof 35.00 Ductwork (unconditioned spaces): � mm m m Window 0.30 0.30 Door 0.30 0.30 ® m m m m m Heating System: Cooling System: Water Heater: Name: Date: Comments w fig. k r° ZONING BOARD OF APPEALS Town Hall Annex, 54375 Route 25 ` A PJ241 P.O.Box 1179 'u O✓'i'/I� ' Southold, New York 11971-0959 Fax(631) 765-9064 Telephone (631) 765-1809 ZBA FILE: 47633 NAME OF OWNER OF SUBJECT PROPERTY: STELLA MALLAS PROPERTY LOCATION: 420 Summit Drive, Mattituck, NY JUS DATE OF ZBA DETERMINATION: June 16, 2022 ?17; SCTM No. 1000-106-2-8 PROPERTY OWNER'S STATEMENT I/we,the undersigned, am/are the owner(s) of the property cited above and acknowledge that I/we: 1. have received and read ZBA determination number: #7633 Dated: June 16, 2022,- 2. 6, 2022;2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition, as defined by Section 280-4 of the Town Code,occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein, or the issued building permits; 4. know that the Zoning Board of Appeals retains,jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article XXV, Section 280-141 of the Town Code; 5. must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of Owner(s) Signature of Owner( gated: Dated: Sworn to before me this% day Sworn to before me this day of \1�^e— , 20 a of 20 Notary P Uo 6r,c MANOLI KALA MOTOUSAM S Notary Public •+J0TARY PUBLIC-STATE OF NEW YORK No. 02KA6213500 Qualified in Queens County my Commission Expires November 09, 201 S7 a �a o �Y Wcg,g g E 3o O1 W '- eta .�. o QNB osY°ce�nrWm°= I m Z8. gr'Jg to U) co m LLJ � p ~ w N t7 E- ° J (t! o cc) Q y �y rrteT.� rr��''� 00 LLJ CD 04 0 0 _ I— z O Q N c Awa W F- z Gy z W rn o ° ©2..- ✓ 0 0 Q '�Ws✓�.,'�I—/I ^1�i H "' 9 7 N U Og E- Ozo NQ W m O L N I( cpQQQW Y m �' W F-i �p N G U Un 6 Ir--p�, ti z lJ Z to p' N r��i }m° (/l h o V 1 t0 � x Q c) m z Q- N F=- Q d 6 Q J Q wad ° �wv� o Yo �r Z � Q I— � � dmZ� Y a ~m 4 LLJ c) U > Q �(AaN 00 z I OO m <o U � `t o� O � W O W w II �r y O m Q o n cMo W F d a N ma H N N U O g W U t0 O c N O w �opd O C1 S N N 1 0 ao w Q m N m II II N v C a < J U ° a d C, N ED N II A O 3 .�m E, c° m- O i6 O M O . 0 N 0 Z O d LL i'o N +U. X N II L m O d O ro W N C3 +C y Eo c t" w D = C 140.910' E N o ¢0 . w s 06-20'00 ( J a3 1 1 N o uNa O � NI�w c o assns!, M! of ri1RE LL FENCE °�. 1 _.. h4 W J ..�,. ,yyf'✓ �� �m a. � `IS��aS — � cc" ✓ u w � a s Be ^O°jx t �o Co bi i8 O W N oo LL r co NNA FENCE Z O Nm121.35' N 03°00'00" W � �z o W y T 1 W d z wz z� rgOSyr U-10 Li oa y \ ) Ww w <J 4 W V) Z Z_ O� d u 279.70' a W o z z o o o'Uz p } �a Y2OV)taAN W-pNVaJN WNy W + � o m aLL m a`z` F 5g O n z "� ',mem dggnd of pepauual lie we Wniv0 88 r(FAYN Ol Immo 4nouem0 soup xpadad AD lea}054 ulyym sel4,edad JIV�Z 439N3t33d3li Say SNOIlyA3l3 aan613 -Rd s,luealdde atop;aal 006 ulgUm yoAgae,-j.lsuapca'6plq gIm asn,m m spue9am,o/pub smem adel,n9 au we wan 4 •81 ew-euV'apuaq,oJ al.m.1-FIV•small IF ul 'MON g9}a4,mnalgmn of rafgns jou sewe 101 I wp inouemp MQ 'i13NAa0 0350d0ad ,B 1 tually •V.mewaliV s_"F,St 3aMOMS S31VDIMI N. —__— 3NI'7 A1a3d0ad 031t✓JIONI �� �� '�'� mogla„a6 srnogla•5p -{ aaamssTT'- m O'oao_13 xouvn373,ads mwdd,daad � JF w 6000'33+ I&auVA3l3 loris aNllS03 49 N8 "� # enatlduleiannan mo9mms. 6188 pma is )IN-M-!i o3Sod0ad V'✓a Kr ,amo,m a7els ,o,ddols d1 good axlxav33 0 3soaoad +�v' --.. O3?J31NnOON3 IS31VM ON e yodu,P^a 0 ty vam duop llld,no",juu Llu t ,f IOU NOI--3 X09 MSO-d A'Bl _: }41 aNa ulr'rlry yul dmpur9e"dt7 afi 4Pim,'sumuod)AI s PUG69-1 la�ld}�I� 0.1 uuu r,aat vm daellar,4u vql OqI ld..lu ull�r you ozg dS ONVS 3NId ,,, il•l Svv a led-sl,)a uJ wSo�Ip p�f„! NMO89 31Vd t1 I�� r p c ini p"^^>,t ,^ve✓l,md'„ry rtl p +S 4w1md4'e ra'aalx�rr%�I � nIMdrIil,oHMU,lJkKNiNcLVAtJXj sivawwoa SHOOS q,i so-tZOZ'tZ,agwaeoN ditrytid'.-ma ,3 -+"dr:,! uoisslw9ns IDUI61J0-IZOZ'tZ aunt .._.......... ...m...�..-._.., 9e99-999(4£9) ..........____......_...",..___....._.,_. .................._,,..,— NS AN VWS hu07S"IS Weld 4Z 1VVAO',fdtr dr,H',JV(1 Mies l b..*kkf;'A l-Pil dJ ,agylrl'Y:3 ONVs u11s -0' 10appiv euuoeyy leepV4 "n r,d<„ll a— wl ro ra NMOas :Aq paJedwd veld PIIS yr, cl:inulud,,lw„a ........I a .. .....IT eooz Lz a `�f3 .1,":l�'I.d zzozrtueo �.ti.:147 AN'Mnnllllow'aA!,0 lrwwr5 OZt .0'0- selleW A O,1)CbN 3 Qj A HWVd )33 mir4 ds yy r,M q NN.m rl::Nr IQ'l 3wnr:,xaa r¢y na A Lmarl3,yg ONVS 3NI3 BO lol ZO�II6 BOtvaS OOOlyelO y_3.,Iinn,J,,,ininVa§G rL,!!ul- l3'id'Ifjm nt„�, NMOTJB 3lbd #deW xel Alunoo)IlognS (:woo 92n)3's abcvz=aav la3 IZOZ'6ZJegWaldes .0'6 eeiv}off AN'AalJIUS ws sjoAamnS spunog g saiayy ONUS' salels3 pplN uleldeo p deyy to oae AS adiivd3»d A3AFJnS V WOad NOIIVV480JNI NO 03SW "3'1 9Zo't=V38V a00V sSoa0 3Vlol .0"4 3 s osc=v3av 3Ovavo Nd 31IS lV»l11O311HOFJ7 NV SI SIHl 10 'd•s 99611 =80013 aN003S WV01 '1'1 002'1 =80o13 15813 NMONs xaVO :JNIQ77179 0 .Ot+'_..4 s n,asda0 pl0uo0apy,(q 1 ueId ajis peso oid 4jof4 duaN1 a�oH}sal an!OO :.!"Awns I n .._ -- —..k _.�......—..�.���..._.. r+ 006 �- .Ch7sLl 91em 6ulale7w mapuoq za a,00,00,oeN w i SHnS LR palpladp 0'ZB .@auPP1P?5P 1Y1 nRPILL`kA p 1 ozoV-ar'"_ pwnAdu_ag __.......,•-^-aawas alai 6ul}sxa L .azec-r« y 6�� h �I Nu01 o0d� . IiO qq d 6 eel aa6 I II �I Ipj4,9,9ryRla�jAO LP>:ada Paaada d } ... �L [iunslz3 Tva4 I� 0.3„a"�a a�4 W 1S,Ol f asmdad'•... p AI m t4dl p as tZS.LVM x7and59517 3494 enUA lapolb 1 �/ ON7779MQ p�Aau0dokf «,P",fr ?l'."`" rrd 99.LV.*0t70ild SM +s'9a4 ON177MAl a 107 /�" 0..,;agt ” I BulpaMO ti o I 48 .L07 posodoid ,Isla faals•oml 8 p..d.,d fitelysVx3 f't Pm gels 0 9s mandad & I i a9Uk,�Rar /r: , _u' eam;y tpaas-mdpae V!4 W d I pegmrna Ip aN`ea n�z� \ zlLaooaaunm e P.-. pays gue- P. d x Ilam 61,lo101 1, 1fipWMA BU 119ZVM OI'J&!]d S9S12 0a0 4%. ON7779d1Q CY tf 0,$. 107 Y.tl t�1 91J 11f P`C f ( N a31VM aNnOaO 03103dx3 MHOIH a 5'ZOt 6z"., 3'ANI '13 ANI ,0'£OL 'l3',NI 31.J3Ve M013 aaV1100 .l/„9/t H011d.0 'NIw„9I. ,l/bbl HOtld vim ,S'bOt ONVS did 03AOaddVw NV 3dld 03AOaddV 13 AN NV310,£ 31 011d3S 'NIW .4-�- '�3'd01 'xow lH*1'NILN,t-w-. ,bOl '"13 301 0'SO 1 'A313 30Va0 Ol 0 S0 t ',313 3(WHO HSINI3 83A00 NOai 1SVO 3aVdD(13HSINIJ .-O'W 7,313 (3-NOS Ol ION) 3SnOH TV13C1 W31S),S 3I1d3S O3SOdOdd o�. ';Z4_. SITE PLAN 1 "= 20' SHEET INDEX VF PLACARD CODE DATA BUILDING DATA Sheet No. Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, •2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER Code Data •ENERGY CONSERVATION : 2020 RCNYS C-1 CONSTRUCTION IN RESIDENTIAL STRUCTURES Floor Level Existing Proposed Total ' (In accordance wits Title 19 NYCRR PART 1265) •STRUCTURAL & LATERAL DESIGN : 2020 RCNYS Building Data TO: Town of Southold *PLUMBING : 2020 RCNYS First Floor Level 737 sq.ft. 510 sq.ft. 1,300 sq.ft. Scope of Work OWNER OF PROPERTY:Perry and Stella Mallas m (to be renovated) (garage conversion) VlClrllt Ma SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): •ELECTRICAL : 2017 NEC, NFPA 70-2017 & 2020 RCNYS ca 53 sq.ft. Vicinity p cCI (addition) i C, 420 Summit Drive,Mattituck, NY •MECHANICAL : 2020 RCNYS rn SCTM#1000-106-02-08 Second Floor Level 1,939 sq.ft. 29 sq.ft. 1,96 M ;a C'-8 sq.ft. G-1 Building Code Minimum Standards PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): •TOWN OF SOUTHOLD MUNICIPAL CODE (to be renovated) (addition) i n .-a G-2 Energy Code Notes ❑ New Residential Structure co I 1 1A rC h i to Ct Insulation Schedule El Addition to Existing Residential Structure USE: Single Family Detached Residential Total 2,676 sq.ft. 592 sq.ft. 3,268 sq.ft. El Rehabilitation to Existing Residential Structure CONSTRUCTION: Wood Frame Platform (un-sprinklered) Q 21 Main Street Stony Brook NY 11790 Insulation Details TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT L_ 510 sq.ft. PROPERTY REFERENCE ABOVE WILL UTILIZE0 Attached Garage (to be eoconverted 0sq.ft. phone. 631 686-6585 ENERGY CODE COMPLIANCE METHOD G-3 Abbreviations, Materials, Symbols (check each applicable line): U fax. 631 686-6786 Exterior Specifications ❑ Truss Type Construction(TT) These plans have been prepared as per section Detached Garage 760 sq.ft. 760 sq.ft. email. MMacrina@optonline.net INTENTIONAL LEFT BLANK N 1102.1 .5 - Total UA Alternative Path b to web. MMArchitectAlA.com Plumber Riser ❑ Pre-Engineered Wood Construction(PW) Y � utilizingREScheck-Web Software a ❑ Timber Construction(TC) These plans are an instrument of service and ore see attached REScheck Calculations m Covered Porch 417 sq.ft. 417 sq.ft. the exclusive property of the architect. Interior Details ( m Infringements of the concepts and design ideas IN THE FOLLOWING LOCATI N(S)( HECK APPLICABLE LINE): L) presented on these drawings shall be prosecuted Contractor to coordinate and schedule all required inspections with to the fullest extent of the law. Copyright 2019: REFERTO THE SURVEY ❑ Floor Framing, Includi g Girde �d Beams(F) third party testing agency. Screened Porch 263 sq.ft. 263 sq.ft. Michael Macrina Architect, pc. All rights reserved, ❑ Roof Framing(R) -Air seal inspection (if required) no part of the plans may be reproduced without A1 . 1 Demo First Floor Plan - Insulation inspection the expressed written consent of the architect. A1 .2 Demo Second Floor Plan ❑ Floor Framing an Roof Fra ' g(F -HVAC duct leakage inspection (if required) Demo Elevations SIGNATURE: DATE- final blower door test is not required for this project AREA DIAGRAM / CLASSIFICATION Drawing Status PRINT NAME: Micha I Mac i, a Architect,pc as per tech bulletin (TB-1020-RCNYS) A2.1 First Floor Plan CAPACITY(Check On� • Owner ❑ Owner's Representative Climatic & Geographic Design Criteria : Table R301.2(1) A2.2 Second Floor Plan ' METER > 20 psf Ground Snow Load: P � A2.3 Garage Plan Speed: 130 mph ultimate wind speed N1ssueu fu Iw Garage Loft Plan . (127 mph actual as per ASCE 7-16) _J t` A3.1 Foundation Plan REFLECTIVE RED `v REFLECTIVE WHITE rn Topographic Effects: No f0Cuo- ruction- a) �. PANTONE#187I s S Seismic Design Category: B Wind Exposure Category: B N Details ,a •� U A3.2 First Floor Structural Plan � Special Wind Region No A3.3 Second Floor Structural Plan Wind Bome Debris Zone Yes A3.4 Roof Framing Plan - 00 Weathering: Severe A3.5 Garage Foundation Plan p Dates y Frost Line Depth: 36 inches Proposed Moderate to Heavy Crawl Space 4/23/21 Issued for Construction Details � Termite: vy Conversion to - Unfinished Cellar 9/1/22 Issued for Construction A3.6 Garage Structural Plans � - �- � ,, H Winter Design Temperature 11d Proposed 11/10/22 Asper Town Comments Garage Roof FramingPlan Ice Barrier Underlayment Required Yes for Valley's&Eave Perimeters Unexcavated The construction type 1/2" designation shall be STROKE Flood Hazards N/A A4.1 Front Elevation '. ', '.'IV"or'V" . ._.. to indicate the construction a-•....._.a -- -� Air Freezing Index 618 � Proposed Right Elevation classficationofthe structure under DESIGNATION FOR STRUCTURAL Mean Annual Temp. 52.1 degrees N / Detached section 602 of the BCNYS COMPONENTS THAT ARE OF > Garage A4.2 Rear Elevation TRUSS TYPE CONSTRUCTION Component and Cladding Loads: Table R301.2(2) J (760 s.f.) Left Elevation L Existing `- I "F" FLOOR CONSTRUCTION,INCLUDING r„ ZONE 4 18.2 -19.0 0 LivingSpace Yr GIRDERS AND BEAMS p p P • co co 737 s.f.) ofiiY rsron /44,3 Garage Elevations "R" ROOF FRAMING ZONE 5 18.2 -24.0 LL classificatin: -'Rrage: A5.1 Sections A-E � I L D I N G ^FR° FLOOR AND ROOF FRAMING +-� alterations level II r ZONE 1 16.7 -18.0 i as per sect. STAP.JAN,US AND CODEs e4 AJ5&AJ6 No. Date Description A5.2 Garage Sections A-E LL IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED N M ZONE 2 16.7 -21.0 Project Exterior Details WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION,THE CONTRACTOR � ZONE 3 16.7 -21.0 I IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED TO THE EXTERIOR Proposed A6.1 Strapping Details ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR PART 1265. ZONE 1 10.5 -16.0 p Proposed Proposed pp g 4 Cb Covered Porch First Floor Addition IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE, CONTACT THE 0 coZONE 2 10.5 -29.0 (417 s.f.) (53 s.f.) Nailing Schedule AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER LOCATION W N Classificaiton: Addition and Framing Details LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. ZONE 3 10.5 -43.0 Additions as per sect.AJ8 Utility Protection Detail ZONE 1 10.0 -18.0 CALL BEFORE Y DIG _ Renovation YOU G 9 c) ZONE 2 10.0 30.0 E-1 First Floor Electrical Plan o ZONE 3 10.0 -46.0 Proposed For Call o 6" ; t!� Zone Diagrams : - Screened d Proposed E-2 Second Floor Electrical Plan ..: . 2 (263 s.f.) Landing .' PerryElectric Power Lincs 3 z s Proposed Gas,Oil,or Steam s 4, Landing Communication Lines,CATV 5 3 ' s C14nfi(n ed & Stella s 2 s 2 d Attic 'V F Potable Water 4 3 4 4 3 3 4 N .f.) Reclaimed Water,Irrigation,Slurry --I Sewer$and Drain Lines Gable 5 s Interior 5 s 0 Living Space Mallas Wall ® Zone 0 Proposed Know what's�T@SOW. -�"" � / (1,939 s.f.) Call beforeyau dig. Temporary survey Markings Edge X Staircase 420 Summit Drive Perimeter U. classification: Proposed Excavation Zone Zone C t alrationas sect l If Mattituck, NY MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Table 8301.5 U AJ5&AJ6 USE LIVE LOAD DEAD LOAD N Jurisdiction VICINITY MAP Proposed Exterior Balconies and decks 40 psf 10 psf Second Floor Addition Town of Southold Fire Escapes 40 psf 10 psf (29 s.f.) Classificaiton: Suffolk County Passenger Vehicle Garages 50 psf as per plan Additions as per sect.AJ8 Unhobitable ATTICS without Storage 10 psf 10 psf Unhabitable ATTICS with Storage 20 psf 10 psf Drawn By: Habitable ATTICS and ATTICS M.P. C. A, yy served with fixed stairs 30 psf 15 psf SCOPE OF WORK 41,C��; Checked By: ROOMS other than sleeping rooms 40 psf 15 psf Renovate Existingtwo story wood frame residence M.A.M. Sleeping Rooms 30 psf 15 psf rY . ZONING ANALYSIS LOT DESCRIPTIONh 9s� y Stairs 40 psf 10 psf Proposed first floor addition Job No. .OF N e Guards and Handrails 200 psf lateral 201 --- Zone: R-40 Lot Coverage Calculations SECTION / BLOCK/ LOT : 1000-106-02-08420 Summit Dr, Proposed garage conversion to living space Mittilttck,NY 1 1952 Guard in-fill components 50 psf Lot Area=23,340 s.f. (.536 acres) max. allowed lot coverage= ROOFS 30 psf 15 psf Proposed covered porch Sheet Title lot area x 20% LOT AREA= 23,340 sf(.536 acres) p Min. Required=40,000 s.f. 23,340 s.f.x 20% ALLOWABLE DEFLECTION : Table 8301.7 Corer Sheet Yards: =4,668 s.f. ZONING DISTRICT: R-40 Proposed crawl space conversion to unfinished cellar Required: ,r,t,l Structural Member Allowable Deflection - Site Plan Front=50 ft house= 1,968 s.f. - r_ c t`` '' ''`" Proposed second floor addition Rafters having slopes greater than 3/12 with no L/180 Side= 15 ft(min.) garage=760 s.f. r finished ceiling attached to rafters. Project Data Cooper Far1rs - Side=35 ft(total) covered porch=417 s.f. :. Proposed screened porch Rear=50ft screened porch =263 s.f. - Interior Walls and Partitions H/180 pool =420 s.f. Floors and Plastered ceilings L/360 Proposed landings 4,668 s.f. >3,828 s.f. (conforms) All other Structural Members L/240 Proposed detached garage Sheet Number: (allowed) (proposed) ,A.,sd Exterior Walls with plaster or stucco finish H/360 a Exterior Walls - wind loads with brittle finishes H/240 Proposed HVAC work h'= Exterior Walls - wind loads° with flexible finishes H/120 L Proposed Electrical work `= Lintels Supporting Masonry Veneer Walls L/600 M111 Road I Note : L=Span Length, H=Span Height Proposed Plumbing Work for renovation GENERAL CONDITIONS CONCRETE GLAZING DRYWALL ELECTRICAL I \ 1. All work shall conform to the codes listed on the cover sheet. 1. Foundation walls are to be a minimum of 3,000 psi, unless noted 18. PARTITIONS Fireblocking Materials: I. Hazardous locations.The following shall be considered BATHROOM WALLS&CEILINGS: 1/2" mold&moisture resistant 1. All electrical work shall conform to rules and regulations of the All codes shall supercede the drawings and shall be incorporated into otherwise on plans. a. 2"x nominal lumber, or two thicknesses specific hazardous locations for the purposes of glazing: gypsum board with one coat of 2017 National Electric Code, NFPA 70-2017 and the 2020 GENERAL b. Two thicknesses of 1"x nominal lumber with broken lap joints a. Glazing in fixed and operable ._,... „, the drawings,whether they are indicated on the plans or not. g p panels of swinging, sliding door tape and three coats of spackle Residential Code of NYS. 2. All concrete work shall comply with the requirements of the American a. All framed walls are to be 2"x4"or 2'x6 wood studs at 16'oc ,� and bifold door. ,. '- - 2. Contractor shall check and verify all dimensions, notes and conditions Concrete Institute(ACI)and the 2020 RCNYS. unless noted otherwise on plans. c. One thickness of 23/32 wood structural with joints backed up by SHOWER WALLS&CEILINGS: 1/2" cement board 2. The Electrical equipment and wiring shall be installed in accordance 4 , at the site before any construction work is started.The Contractor shall plan dimensions indicate the following stud sizes: 23/32 wood structural panels. b. Glazing in storm doors. with one coat fiberglass tape with chapters 34 thru 43 of the 2020 Residential Code of NYS. notify the Architect of any discrepancies or conflicts in the drawings 3. All concrete shall be air-entrained.Total air content(percent by volume 1-1/2 2x4 on the flat d. One thickness of 314"particleboard with joints backed by 3/4" and/or field conditions before starting the work.The discovery of of concrete)shall not be less thasn 5%or more than 7%. 2-112" 2"x3"stud at 16"oc c. Glazing in all unframed swinging doors. and one coat of thinset 3. Electrical work to be Fire Underwriter's inspected and approved. �� particleboard. GARAGE WALLS&CEILINGS: 5/8't e x 4. All electrical outlets in"wet"areas to be round fault interrupter discrepancies after beginning they work shall be the full responsibility 3-1/2" 2"x4 stud at 16'oc yp - gypsum board 9 per . of the Contractor to correct. 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be 5-1/2 C 2"x6"stud at 16"oc e. 1/2"gypsum board d. Glazing in doors and enclosures for hot tubs,whirlpools,saunas, where noted on plans with one coat of tape and (G.F.I.)type. i e i a minimum of 3,500 psi. f. 1/4"cement based millboard steam rooms, bathtubs and showers. Glazing in any part of a three coats of spackle 5. Working clearance dimensions around electrical panel to be a 3. Contractor shall report any discrepancies in plans and details to the b. Splices of the top and bottom portion of the double top plate must building wall enclosing these compartments where the bottom minimum of 36"deep x 30"wide x 6-6"high. .oa Owner and/or Architect at once. Demolition or excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed be staggered as minimum of 24". g. Batts or blankets of mineral wool to be securely retained in place exposed edge of the glazing is less than 60 inches measured BOILER ROOMS/CLOSETS 5/8"type-x gypsum board KA . C r n conditions other than those assumed on the construction drawings. one-fifth the narrowest distance between forms or three-fourths the vertically above any standing or walking surface. with one coat of tape and 6 All electrical work to be performed by a local licensed electrician. It is the responsibility of the contractor to notify the Architect and/or clear spacing between reinforcing bars or between as bar and the side c. Joints in top plates need not to occur over studs. three coats of spackle Ground-Fault Circuit-Interrupter Protection. Owner immediately if the occurs. of the form. FIRE PROTECTION OF FLOORS e. Glazing in an individual fixed or operable panel adjacent to a door Locations. /krch i to Ct d. Lap top plates at comers and intersections. shall be considered to be a hazardous location where the bottom BASEMENT WALLS&CEILINGS 1/2" mold&moisture resistant 4. Contractor shall locate&stake out all existing underground utilities 6. Forms shall be made of wood,steel,aluminum,plastic, a composite of Any top plates that are cut to fit ductwork,headers, pipes,etc. shall 1. All floor assemblies are to be fire-resistance rated with a minimum of 1/2" exposed edge of the glazing is less than 60 inches above the floor gypsum board with one coat of 1.All bathroom receptacles are to have G.F.C.I. protection. prior to any excavation.Any utilities shown on the plars are an cement and foam insulation, or other approved material suitable for be strapped with a metal strap as specified on plans. gypsum wall board,5/8"wood structural panel or equivalent on the underside or walking surface and it meets either of the following conditions: tape and three coats of spackle 2.All aro 21 Main Street Stony Brook NY 11790 approximate location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient of the floor framing member. Penetrations or openings for ducts,vents, garage&accessory building receptacles are to have G.F.C.I.protection. strength to contain concrete during the concrete placement operation. e. Plates shall not be less than 2"x nominal thickness. electrical outlets,lighting,devices, luminaires,wires,speakers,drainage, e.1 Where the glazing is within 24 inches of either side of the TYPICAL(all other areas) 1/2"gypsum board with one 3.All outdoor receptacles are to have G.F.C.I. protection. 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel, solid plastic,foam plastic,or other suitable piping and similar openings or penetrations shall be permitted. door in the plane of the door in a closed position. coat of tape and three coats 4.All crawl space receptacles are to have G.F.C.I.protection. Phone. 631 686-6585 with the authorities having jurisdiction. material capable of resisting the forces created by fluid pressure of f. Notching:Any stud in an exterior wall or bearing partition shall be of spackle fax. 631 686-6786 freshly poured concrete. permitted to be cut or notched to a depth not exceeding 25%it's width. Exceptions: e.2 Where the glazing is on a wall perpendicular to the plane of 5.All unfinished basements receptacles are to have G.F.C.I.protection. email. MMacrinat7a optonline.net 6. Contractor shall be responsible for obtaining all required paperwork Studs in non-bearing partitions shall be permitted to be notched to a. Floor assemblies located directly over a space protected by an the door in a closed position and within 24 inches of the 6.All kitchen receptacles that serve countertop surfaces shall have web. MMArchitectAIA.com from their subcontractors as required by the authority having jurisdiciton. 7. Do not pour in temperatures less than 40 degree weather, nor when a depth not to exceed 40%of a single stud width.Refer to details automatic sprinkler system in accordance with Section P2904, hinge side of an in-swinging door. FLASHING / SEALANTS / TAPES G.F.C.I. protection. The Contractor shall obtain and deliver to the Owner the certificate of freezing conditions are expected in less than 24 hours. for excessive notching studs. NFPA 130, or other approved equivalent sprinkler system. These plans are an instrument of service and are occupancy and/or certificate of compliance. f. Glazing in an individual fixed or operable panel that meets all of 1. Contractor to provide metal or soft flashing where framing lumber is 7.All laundry, utility and bar sink receptacles that are located within Eft. the exclusive property of the architect. b. Floor assemblies located directly over a crawl space not intended Infringements of the concepts and design ideas 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or g. Drilling:Any stud shall be permitted to be bored or drilled, provided the following conditions shall be considered to be hazardous location: in contact with soil or concrete. of the outside edge of the sink are to have G.F.C.I. protection. resented on these drawin s shall be 7. Do not scale drawings.Written dimensions shall take precedence approved equal unless a different product is specified in the plans. that the diameter of the resulting hole is not more than 60%of the for storage or fuel-fired appliances. p g prosecuted 8. Electrically heated floors, hydromassage bathtub,spa and hot tub to the fullest extent of the law. Copyright 2019: over scale. Exterior foundation waterproofing system is to be installed from stud width,the edge of the hole is not more than 5/8"to the edge c. Portions of floor assemblies shall be permitted to be unprotected f.1 The exposed area of an individual pane is larger than 9 sf. 2. Contractor to provide continuous(coil)hidden metal flashing where locations are to have G.F.C.I. p rotection. Michael Macrina ,architect, pc. a rights reserved, bottom of footing continuously up to the finished grade line. of the stud, and the hole is not located in the same section as a cut where complying with the following: tops of level roofs intersect with vertical wall surfaces.See plan for the part of the plans may reproduced without 8. Any deviation from the Architect's drawings must be discussed with or notch. Studs located in exterior walls or bearing partitions drilled c.1 The aggregate area of the unprotected portions does not exceed f.2 The bottom edge of the glazing is less than 18 inches above metal specification. 9.All receptacles within 6 feet of the outside edge of a bathtub or the expressed written conseenn t of the architect. the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. over 40%and up to 60%dhall be doubled with not more than two 80 square feet per story. the floor. shower stall are to have G.F.C.I protection. successive doubled studs bored. Refef to details for excessive 3. Contractor to provide metal step flashing around all chimneys,skylights 9. Contractor shall be responsible for adequately bracing and protecting 10. Contractor shall provide and install all cast in place anchor bolts, hold drilling of boring of studs. c.2 Fireblocking in accordance with Section R302.11.1 installed along 0 The top edge of the glazing is more than 36 inches above the and where sides of sloped roofs intersect with vertical wall surfaces. Arc-Fault Circuit-Interrupter Protection. Drawing Status : all work during construction against damage, breakage,collapse, down straps, basement sashes, crawl space vents, etc. as per plans. the perimeter of the unprotected portion to seperate the unprotected floor; and All metal flashing shall extend up vertically a minimum of 4"from the distortion and misalignment according to applicable codes,standards In. Fire Blocking as required portion from the remainder of the floor assembly. roof surface. See plans for metal specifrcaiton. Locations. and good practice. d.Wood floor assemblies using dimension lumber or structural composite f.4 One or more walking surfaces are within 36 inches measured 1.All branch circuits that supply 120-volt,single-phase, 15&20 amp STRUCTURAL STEEL Bearing Walls: horizontally and in a straight line,of the glazing. 4. Contractor to provide metal cap flashing over all windows and exterior outlets installed in kitchens,family rooms,dining rooms,living rooms, 10. All work shall be performed in a first class manner with all new materials. a. Partitions must be constructed of minimum 2x4'studs spaced at lumber equal to d greater than li inch by 10sinch nominal dimension, or other approved floor assemblies demonstrating equivalent fire doors.See plans for metal specification. parlors,libraries,dens,bedrooms,sunrooms,recreation rooms,closets, The Contractor shall provide all equipment, labor and materials 1. All structural steel shapes shall have the following properties: 16"oe of type of lumber specified unless otherwise noted on plans. g. Glazing in guards and railings, including structural baluster panels performance. hallways,laundry areas and similar rooms or areas shalt be protected by necessary for the proper execution and timely completion of the work. Wide Flange ASTM A992 Fy=50 ksi and nonstructural in-fill panels, regardless of area or height above 5. Contractor to provide copper step flashing for all masonry chimney to a combination a arc-fault circuit interrupter installed to provide I n equipment An les&Channels ASTM A36 F =36 ksi b. If a double to late of less than (2)2"x is used,floor joists shall be 2. Combustible Insulation Clearance a walking surface shall be considered to be a hazardous location. roof intersections.The flashing is to extend vertically type P p e S ' r The Contractor shall be responsible for all materials andg y P P ( ) 1 9 g ca y up against the stored at the job site. Plates ASTM A36 Fy=36 ksi centered directly over bearing wall studs below with a tolerance of Combustible insulation shall be seperated not less than 3 inches from chimney a minimum of 4"and let-into horizontal masonry joints 4". protection of the branch circuits. a Hollow Structural Shapes ASTM A500 GR B Fy=50 ksi no more than 1". recessed luminaires,fan motors and other heat-producing devices. h Glazing in walls,enclosures or fences containing or facing hot tubs, Single-and Multiple-Station Smoke Alarms. 11. The Contractor shall have the building department approved plans and spa's,whirlpools,saunas,steam rooms,bathtubs,showers and indoor or 6. Flash, caulk and seal all junctions of new roofs,walls and All smoke alarms shall be listed in accordance with U uu , S U C tion any other approved plans and permits on the job site throughout the 2. All bolts are to be 3/4"dia. conforming to ASTM A325,type X. c. Interior bearing stud walls must be sheathed with a minimum of Exceptions outdoor swimming pools where the bottom exposed edge of the glazing is penetrations,to form a watertight assembly. L 217 and installed in accordance with the provisions of Section R314 of the entire project. Install each bolt with a hardened washer under the nut or head, 1/2"gypsum board fastened as per nailing schedule with required Where heat-producing devices are listed for lesser clearances, less than 60 inches measured vertically above any standing or walking whichever is turned for tightening. fire blocking. combustible insulation complying with the listing requirements shall be surface shall be considered to be a hazardous location.This shall 7. Spaces to be caulked shall be clean and dry,joints more than 3/4" 2020 Residential Code of NYS and comply with the provisions 12. All Contractors and Subcontractors shall be licensed and insured. separated in accordance with the conditions stipulated in the listing. apply to a single glazing and each pane in multiple glazing. deep shall be solidly filled with a neoprene rope or backer rod. of NFPA 72. 3. All structural steel exposed to the weather shall be hot-dipped galvanized d. All interior load bearing walls and exterior walls shall have 2"x cross Locations. (Section R314.3) 13. The Architect is not responsible-for construction means, methods, after fabrication conforming to ASTM A123&All 53. blocking of similar width at stud midspan. Exception: 8. All caulked joints shall ber full continuous,waterproof, neatly wiped Single and multiple-station smoke alarms shall be installed in techniques,sequences, procedures or for the safety precautions and WINDOWS / EXTERIOR DOORS Glazing that is more than 60 inches measured horizontally off or pointed and tooled where exposed to view. the following locations: programs in connection with this project. 4. All welding shall conform to AWS code D1.1 Structural Welding Code Nailing: and in a straight line,from the waters edge of a bathtub, hot tub, for steel, latest edition. a. All nailing shall comply with the latest fastener schedule shown on 1. All exterior windows and doors shall be designed to resist the spa,whirpool or swimming pool or from the edge of a shower, 9. All windows and exterior door flanges are to be taped with a'Tyvek' 1. In each sleeping room. Dates 14. Contractor to follow all manufacturer's specifications, recommendations the plans. component and cladding wind loads specified on the cover sheet. sauna or steam room. or approved equal flashing tape.Jambs first then head over jamb tape. 2.Outside of each separate sleeping area in the immediate and installation details on all products used in this project. Contractor 5. All structural steel shall be given one shop coat of paint of not less than vicinity of the bedrooms. 4/23/21 Issued for Construction shall notify the Architect of any conflict between the plans and 2.0 mils dry film thickness conforming to steel structural painting Openings: 2. All exterior windows and sliding doors shall be tested by an approved i Glazing adjacent to stairs, landings and ramps where the bottom 10. All windows and exterior door flanges are to have a metal pan or a 3.On each additional story of the dwelling, including basements manufacturer's specifications, recommendations and installation council SSPC paint 2, 13 or 14. a. All framed openings in wall shall have a minimum of a single jack stud independent laboratory,and bear a label identifying manufacturer, exposed edge of the glazing is less than 36"above the plane of soft flashing pan over the rough sill framing continuously up each side. and habitable attics but not including crawl spaces and uninhabitable 911/22 Issued for Construction details prior to installation of any products used in this project. plus a single king stud on each side of opening supporting a header performance characteristics and approved inspection agency to indicate the adjacent walking surface of stairways, landings between attics. In dwellings or dwelling units with split levels and without 11/10/22 Asper Town Comments Contractor shall be responsible for correction of any work that prevents if not specified otherwise on plans. compliance with AAMANVDMA/CSA 101/I.S.2/A440.Exterior side-hinged flights of stairs and ramps shall be considered to be a an intervening door between the adjacent levels, a smoke alarm P the correct installation of a specified product noted on the plans. MASONRY doors shall be tested and labeled as conforming to AAMA/WDMA/CSA hazardous location. VENTILATION installed on the upper level shall suffice for the adjacent lower 19. BUILT-UP BEAMS 101/I.S.2/A440 or AMD 100. level provided that the lower level is less than one full story 15. The Contractor shall keep the job site clean,safe and free of debris. 1. Masonry shall be installed in running bond with PCL type M mortar. j. Glazing adjacent to the landing at the bottom of a stairway where 1. MECHANICAL VENTILATION: below the upper level. 1. Built-up beams or joists formed by a multiple of 2"x dimensional 3. Garage doors shall be tested in accordance with either ASTM E 330 or the glazing is less than 36"above the landing and within a 60" Local exhaust and whole house mechanical ventilation systems are to 16. These drawings are the property of the Architect and shall no be used 2. Grout for fully grouted units shall conform to PCLY type M mortar. lumber members shall be interconnected as follows: ANSI/DASMA 108,and shall meet the acceptance criteria of ANSIIDASMA 108. horizontal arc less less than 180 degrees from the bottom tread be designed in accordance with section M1505 of the 2020 RCNYS 4. Smoke alarms shall be installed not less than 3 feet horizontally without his consent. Drawings shall not be used for issuing of a a. Members 12"and less in height: nosing shall be considered to be a hazardous location. from the door or opening of a bathroom that contains a bathtub building permit unless signed and sealed by Michael Macrina Architect,pc 3. All masonry walls shall have'Hohmann&Bamard'#120 Truss-Mesh Glue and nail with 2 rows of 16d nails at 12"oc staggered. 4. Window and glass door assemblies shall be anchored in accordance with the 2. RECIRCULATION OF AIR: or shower unless this would prevent placement of a smoke alarm to be installed continuously at every other course unless specified published manufacturer's recommendations to achieve the design pressure Exhaust air from bathrooms and toilet rooms shall not be recirculated required by Section R314.3. in the plans. Truss mesh to be hot-dipped galvanized. b. Members greater than�9-1/4"in height or multiple 3"x members: specified.Substitute anchoring systems used for substrates not specified FIREPLACES within a residence or circulated to another room and shall be exhausted When more than one smoke alarm is required to be installed within an Through bolt with 1/2 diameter machine bolts at 24 oc by the fenestration manufacturer shall provide equal or greater anchoring directly to the outdoors. Exhaust air from bathrooms,toilet rooms and individual dwelling unit the alarm devices shall be interconnected in DEMOLITION NOTES g • - performance as demonstrated b accepted engineering i 4. All lap splices for reinforcing bars in masonry walls shall be 48X staggered top&bottom, 1 1/2"from edges. p y p g g pract ce. 1. Masonry Fireplaces kitchens shall not discharge into an attic,crawl space or other areas such a manner that the actuation of one alarm will activate all of the 1. Prior to demolition,the Contractor shall have all utilities disconnected. bar diameter,unless noted otherwise on plans. Hearth Slab Thickness 4"min.thickness for hearth extension inside the building except for ductless range hoods. such as but not limited to gas, electric,water,telephone, cable,etc. 2. Built-up beams or joists formed by a mutiple of engineered lumber 5. Emergency escape and rescue opening required: alarms in the individual dwelling unit.The alarm shall be clearly audible in . In addition,the Contractor shall obtain utility mark-out prior to members are to follow manufacturer specifications unless noted Unfinished basements,habitable attics and every sleeping room Hearth Extension 8"for fireplace opening less than 6 sq.ft. 3. DOMESTIC COOKING EXHAUST: all bedrooms over background noise levels with all intervening doors closed. No. Date Description commencing demolition or excavation. on plans. where noted on floor plans shall have not less one operable (each side of open'g) 12"for fireplace opening greater than or Domestic cooking exhaust equipment shall discharge to the outdoors ROUGH CARPENTRY emergency escape and rescue opening.Where basements contain equal to 6 s ft. through a duct.The duct shall have a smooth interior surface,shall be Combination Detectors. Project : 9 Y P P 9� q q• 9 1 2. Demolition work shall be done in strict conformance with local, state 1. Minimum header size to be(2)2"x6"unless noted otherwise on plan. 20. BOLTS IN WOOD FRAMING: one or more sleeping rooms,an emergency escape and rescue airtight,shall be equipped with a backdraft damper and shall be Combination smoke and carbon monoxide alarms shalll be permitted Hearth Extension 16 for fireplace opening less than 6 sq.ft. to be used in lieu of smoke alarms. and federal regulations, including all permits and utility disconnects. opening shall be required in each sleeping room plus one in any independent of all other exhaust systems. Ducts serving domestic (front of opening) 20"for fireplace opening greater than or Proposed 2. All structural dimensional lumber to be doug fir#2 or better with a 1. All bolts in wood framing shall be standard machine bolts with common receation space. Emergency escape and rescue openings cooking exhaust equipment shall not terminate in an attic or crawl s equal to 6 sq.ft. Power Source. 3. The Contractor shall at all times provide protection against weather minimum Fb=850 and E= 1.4x10 . No SPF lumber may be used standard washers. shall open directly into a public way,or to a yard or court that opens space or areas inside the building. (rain,wind,storms,frost or heat)so as to maintain all work, materials, except for sills, plates and blocking. Southern Yellow Pine may be to a public way. Firebox Dimensions 20"min.firebox depth The required smoke alarms shall receive their primary(power from equipment and fixtures free from damages.Repair any damage to used as a substitution for doug fir. 2. Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. Exception: the building wiring when such wiring is served from a comimercial source, Addition a n d Exception: Thickness of 8"where firebrick lining is used and when rima ower is interrupted, shall receive property of the Owner which is t��remain in use. Where installed in accordance with the manufacturer's instructions, primary rY P P power from a Basements used only to house mechanical equipment Wall of Firebox 3. All exterior lumber to be preservative treated 3. For sill plate anchors,see details on plans. not exceeding a total floor area of 200 square feet. and where mechanical or natural ventilation is otherwise provided, battery.Wiring shall be permanent and without a disconnecting switch • e n oval I o n 4. Contractor to provide all necessary temporary supports as may be Distance from top 8"min. listed and labeled ductless range hoods shall not be required to other than those required for overcurrent protection.Snnoke alarms required to shore all existing structures prior to the installation of new 4. All lumber that is in contact with masonry/concrete is to be Lag Bolts: of opening to Throat discharge to the outdoors. shall be permitted to be battery structural elements. preservative treated. a. All lag bolts where specified on plans shall be of structural grade steel. 6. Operational constraints and opening control devices: p ry operated when installed in buildings Emergency escape and rescue openings shall be operational from 2. Factory Built Gas&Wood Fireplaces 4. WHOLE HOUSE MECHANICAL VENTILATION SYSTEM: without commercial power. 5. All existing elements to remain shall be protected duringthe inside of the room without the use of keys,tools or special knowledge.idemolition. 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and b. Washers shall be placed undefr the head of the lag bolts bearing vi complying it M Factory-built fireplaces shall be listed and labeled and shall be installed Unless specified otherwise by the HERS rater consultant,the whole Carbon Monoxide Alarms. (Section 915 of the 2020 Fine Code of NYS) For s Window opening control devices comp y ng w h AST E 2090 shall be a minimum E= 1.9x10 . on wood. Length of lag bolts shall be a minimum 2/3 depth of in accordance with the conditions of the listing, and shall be tested house ventilation system is permitted to utilize a bathroom exhaust Carbon monoxide alarms shall be installed in the following locations: permitted for use on windows serving as a required emergency escape 9 6. All existing ductwork,electrical components,etc.in areas to be members being bolted together. in accordance with UL 127. fan to run at a continuous rate of 90 cfm as per table M1505.4.3(1) demolished shall be protected and relocated as required according 6. SHEATHING/SUBFLOOR and rescue opening. Emergency escape and rescue openings shall 1. Carbon Monoxide are required on each level on which sleeping to field conditions. • Each plywood sheet shall bear the'APA'trademark stamp. c. All bolts that in contact with preservative treated lumber or exposed have minimum dimensions as specified in this section. Hearth extensions of approved factory-built fireplaces shall be installed 5. VENTED ATTICS: spaces are located,within 10ft.of the sleeping area.More than one carbon monoxide alarm shall be provided • All plywood end joints shall be staggered and butt along the to the exterior are to be hot-dipped galvanized or stainless steel, in accordance with the listing of the fireplace.The hearth extension For air-permeable insulations in vented attics, a baffle shall be Perry7. Minimum opening area: where necessary to assure that no sleeping area on a story 7. Contractor to provide dust-tight partitions between areas where center Imes of framing members. shall be readily distinguishable from the surrounding floor area. installed adjacent to soffit and eave vents. Baffles shall maintain an Emergency and escape rescue openings shall have a net clear is more than 10ft.away from a carbon monoxide alarm. demolition work is being performed and areas which are finished or • Nails shall be placed 3/8"minimum from the edge of the sheets. opening equal or greater than the size of the vent.The baffle shall Y opening of not less than 5.7 square feet.The net clear opening & Stella in use. The minimum nail penetration into framing members shall be extend over the top of the attic insulation.The baffle shall be 2. On any story where afuel-fired appliances and equipment, FIRE BLOCKING / DRAFTSTOPPIN dimensions required by this section shall be obtained by the normal 1-112"for 8d nails and 1-318"for 10d nails. INSULATION /� permitted to be any solid material. solid-fuel burning appliances and equipment, operation of the emergency escape and rescue opening from the inside. LA I O N 1. DRAFTSTOPPING REQUIRED: fireplaces or attached garages are located. The net clear height opening shall be not less than 24 finches and the SITE WORK / EXCAVATION SUBFLOOR: 3/4"rated plywood(48/24) When there is usable space both above and below the concealed space 1. Foam Plastic(spray foam)insulation shall have a maximum flame Vent Clearance: to be glued&nailed to each joist of a floor/ceiling assembly, draftstopping shall be installed so that the net clear width shall be not less than 20 inches. spread index of 75 and a maximum of a smoke developed index of 450. Where eave or cornice vents are installed, insulation a minimum of a Interconnection of Carbon Monoxide Alarms&Detectors: Mallas 1. Contractor shall locate&stake out all existing underground utilities area of the concealed space does not exceed 1,000 sf. Exception: 1"space shall be provided between the insulation and the roof When more than one carbon monoxide alarm or detector is required to prior to any excavation.Any utilities shown on the plans are an EXTERIOR WALL SHEATHING: 1/2"exterior grade plywood The draftstopping shall divide the concealed space into approximate Grade floor or below grade openings shall have a net clear 2. Foam Plastic(spray foam)insulation shall be separated from the sheathing at the location of the vent. be installed within an individual dwelling unit or sleepiing area,the 420 Summit Drive approximate location only and shall be verified by the Contractor. to be fastened to the studs as equal areas.Where the assembly is enclosed by a floor member opening of not less than 5 square feet. interior of a building by an approved thermal barrier of not less than alarm devices shall be interconnected in such a manner that the actuation Excavation shall not commence until utility mark-out is completed. per the nailing schedule and above and a ceiling membrane below,the draftstopping shall be 1/2 gypsum board, 23/32"wood structural panel or a material that 6. UNVENTED ATTICS: of one alarm will activate all of the alarms in the individual unit. MattituCk, NY the braced wall plan provided in a floor/ceiling assemblies under the following circumstances: 8. Window Sill Height: is tested in accordance with and meets the acceptance criteria of As per section R806.5 of the RCNYS The alarm shall be clearly audible in all bedrooms over background noise 2. Excavate all areas as indicated in the drawings.All excavations shall Where a window is provided as the emergency escape and rescue both the Temperature Transmission Fire Test and the Integrity Fire levels with all intervening doors closed. be the minimum depths rerquired achieving clean undisturbed virgin ROOF SHEATHING: 1/2"exterior grade plywood a. Ceiling is suspended under floor framing opening, it shall have a sill height of not more than 44 inches above Test of NFPA 275 such as'DC 315'or approved equal thermal barrier. HVAC Jurisdiction : . soil with stable moisture content and non-shifting and non-shrinking to be fastened to the rafters as the floor;where the sill height is below grade, it shall be provided with soil characteristics.The Contractor shall be responsible for notification per the nailing schedule b. Floor framing is constructed of truss-type open-web or a window well in accordance with Section R310.2.3. 3. Foam Plastic(spray foam)insulation used in attics&crawl spaces Combustion Air Equipment. of poor soil characteristics to the:Architect and shall not proceed with perforated members. shall be protected against ignition using one of the following materials: Carbon Monoxide alarms shall be listed,labeled as complying with Town of Southold All exterior windows and doors are to have a maximum -value f - Soild Fuel the work until receiving instructions from the Architect,. 7. All framed openings in floors, roofs and ceilings shall have a minimum 9 U e o a. 1 1/2 thickness of mineral fiber insulation such as Roxul'or equal UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and of a double header and trimmer unless noted otherwise on the plans. Draftstopping Materials: 0.35 and a maximum solar heat gain coefficient factor rof0.40. b. 1/4"thick wood structural panels Burning appliances shall be provided with combustion air in accordance with the Suffolk Count P 9 p labeled as complying with UL2075 and shall meet the sensitivity testing �/ 3. The Architect has prepared the drawing and speifications with an Draftstopping materials shall not be less than 1/2"gypsum board c. 3/8"gypsum board appliance manufacturers installation instructions.Oil-fire appliances shall be and alarm thresholds of UL2034 or CSA 6.19.Carbon Monoxide alarms, assumed bearing capacity of 2,000 pounds per sq.ft.and an assumed 8. All framing to be set plumb,level and accurately cut. or 3/8"wood panels. Draftstopping shall be installed parallel to the 10. FALL PROTECTION: d. 1/4"thick fiber cement board be provided with combustion air in accordance with NFPA 31. detectors and alarm control units shall be installed in.accordance soil characteristic of sand,silty sand, clayey sand,silty gravel and floor framing members.The integrity of all draftstopping shall be In dwelling units,where the top of the sill of an operable window opening Ducts with the R.C.N.Y.S.and the manufacturers installation instructions. - clayey gravel(SW, SP,SM,SC,GM and GC)unless a soil test analysis 9. All Joists and beams set flush with another beam shall be connected maintained. is located less than 24"above the finish floor and greater than 72" Ignition barrier is not required when the foam insulation has been Drawn By: -. Ep ` ,., has been performed as per table R401.4.1 of the 2020 RCNYS. with a metal joist hanger designed to match the size of the joist/beam above the finish grade or other surface below on the exterior of the tested in accordance with NFPA 286 such as'Quick-Shield 112'or Duct Insulation Power Source. ��?= RC unless specified otherwise on plans. 2. FIRE BLOCKING REQUIRED: building,the operable window shall comply with one of following: approved equal. All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 M.P. / IN) %"Fv A. M` '' Carbon Monoxide alarms and detectors shall receive their primary power � � - ,�0 4. All excavations for concrete piers and footings shall be a minimum of Fire blocking shall be provided to cut off all concealed draft openings All other ducts shall be insulated to a minimum of R-6. i _ �c, 2, a.operable windows with openings that will not allow a 4 diameter from the building wiring,where such wiring is served from a commercial ;T r , 3 feet below finished grade unless noted otherwise on the plans. 10. Install double floor joists under all parallel walls above unless noted (both vertical and horizontal)and to form an effective fire barrier 4. Insulation to be as specified in the insulation schedule and details. Checked By: I ! sphere to pass through the opening where the opening is on its Duct Sealing source and shall be equipped with a battery backup system that otherwise on plans. between stories and between a top story and the roof space. ` ,� , ��, largest opened position. All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall be automatically provides power from one or more batteries when primary M.A.M. 5. All backfill shall be clean granular fill. Fire blocking shall be provided in wood frame construction in the 5. Insulate around all window&exterior door rough openings with a low °_ % 11. All joist hangers and fasteners that are in contact preservative treated following locations: b. operable windows that are provided with window full prevention expansion foam insulation. made substantial) airtight b means of fastners,welds,tapes,mastics, asketin P P 9 P } ower is interrupted.Wiring shall be permanent and without a �c �-i 1 9 P 9 P P P P Y 9 Y P 9 9 / i312��7� O 6. No backfill shall be permitted against concrete or masonry foundation lumber or exposed to the exterior shall be hot-dipped galvanized or devices that comply with ASTM F 2090. or other approved closure systems. disconnecting switch other than those required for over current protection Job No. 2,'�t_k walls without floor framing or proper bracing as required to prevent stainless steel. a. In concealed spaces of stud walls and partitions, including furred 6. Air Leakage v_ %, damage to foundation walls. No backfill shall be permitted within a spaces and parallel rows of studs or staggered studs; as follows: c.operable windows that are provided with window opening opening control The building thermal envelope shall be constructed to limit air leakage Duct Support Listings. 2013 devices that comply with ASTM F 2090.The windrow opening minimum of two weeks after pouring.The Contractor shall be 12. All shims under cellar/crawl space girders are to be steel shims. -vertically at the ceiling and floor levels. The sealing methods between dissimilar materials shall allow for Metal ducts shall be supported b 1/2"with 18 gauge metal straps or 12 gauge Carbon monoxide alarms shall be listed in accordance with UL 2034. control device, after operation to release the control device PP Y 9 9 P 9 9 responsible for any damage to concrete or masonry wall. -Horizontally at intervals not exceeding 10 ft. for differential expansion and contraction. Refer to the air barrier and galvanized wire at intervals not exceeding 10 feet or other approved methods. Sheet Title : allowing the window to fully open,shall not reduce the net clear 9 9 PP 13. Wrap all wood girders that sit in a concrete or masonry beam pocket insulation installation schedule. Combination Alarms. 7. All grading to drain surface storm water away from foundation walls with soft flashing to prevent direct contact with the concrete/masonry. b. At all interconnections between concealed vertical and horizontal opening area of the window unit to less than the area required Nonmetallic ducts shall be supported in accordance with the manufacturer's by section R310.2.1. installation instructions. Combination carbon monoxide/smoke alarms shall be ain acceptable at a minimum rate of 5%slope. spaces such as occur at soffit,drop ceilings and cove ceilings. 7. Insulation&Fenestration Requirement by Component alternative to carbon monoxide alarms.Combination carbon monoxide/ General Notes 14. No structural members shall be altered, omitted,notched,cut or Refer to insulation schedule/sections or details Duct Separation 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. relocated without prior approval by the Architect. c. In concealed spaces between stair stringers at the top and bottom of ATTIC / CRAWL SPACE ACCESS smoke alarms shall be listed in accordance with UL 2034 and UL 217. the run.Enclosed spaces under stairs shall have walls.under-stair surface Ducts shall be installed with at least 4"separation from the earth except where 9. Contractor to excavate all stepped footings as per plans and details. 15. When using dimensional lumber,there shall be not less than one line and any soffits protected on the enclosed side with a 1/2"gypsum board. 1. The Contractor shall provide attic access for any attic areas that exceed CLOTHES DRYER EXHAUST they meet the requirements for underground duct systems. - Building Cod e of bridging at every 8 feet of span in floor,attic and flat roof framing. 30 sf,and have a vertical height of 30"or more.The rough framed Ducts located in garages and ducts penetrating the walls or ceilings seperating the The bridging shall consist of not less than 1"x3"lumber set diagonally d. At openings around vents, pipes,ducts,cables and wires at ceilings opening shall not be less than 22"x30"and shall be located in a hallway 1. To be installed as per section M1502 of the 2020 Residential Requirements DRYW E L LS / SANITARY SYSTEM in each direction and double nailed at each end or equivalent pre-fab and floor level,with an approved material to resist the free passage or other readily accessible location.Where the access is located in a Code of NYS. dwelling from the garage shall be constructed of a minimim No.26 gauge sheet metal bracing. of flame and products of combustion. ceiling, minimum unobstructed headroom in the attic space shall be metal or other approved material and shall not have opening into garage. 1. Drywells are to be located as pe!r the drainage plan and shall consist 30" at some point above the access. 2. Clothes dryer exhaust system shall be discharged to the exterior. of concrete leaching rings(size as per plans)with concrete cover. 16. Provide continuous blocking under all posts down to the foundation, e. Spaces between chimneys and floors and ceilings through which Equipment Sizing. Heating and cooling equipment shall be sized in accordance with Drywells shall be set in clean sandy soil a minimum of 3ft above beam and/or column with similar post material as specified on plans. chimneys pass shall be fireblocked with noncombustible material 2. Access doors from conditioned spaces to unconditioned spaces such 3. Exhaust ducts shall have a smooth interior finish and be constructed with ACCA Manual S based on building loads calculated in accordance with ACCA ground water. Drywells are to be wrapped with landscape fabric to securely fastened in place.The fireblocking of spaces between as attics and crawl spaces shall be weatherstripped and insulated to a of metal having a minimum thickness of 28 gage.The duct shall Sheet Number prevent soil intrusion. 17. Joists and rafters shall be limited to cuts and bored holes no deeper chimneys and wood joists,beams or headers shall be self-supporting level equivalent to the insulation on the surrounding surfaces.Access be 4"nominal in diameter. Manual J or other approved heating and cooling calculation methodologies.New or P P Y 1 PP 9 q 9 replacement heating and cooling equipment shall have an efficiency rating equal to than 1/6 the depth of the member and shall not be located in the middle or be placed on strips of metal laid across the spaces between shall be provided to all equipment that prevents damaging or compressing 2. Drywells are to be connected with a min. of 4"dia. PVC sewer pipe to 1/3 of the span. Notch depths of the ends at the member shall not exceed combustible material and the chimney. the insulation.A wood framed or equivalent baffle or retainer is required 4. The maximum length of a clothes dryer exhaust duct shall not exceed or greater than the minimum required by federal law for the geographic location each downspout leader unless rioted otherwise on plans. 1/4 the depth of the member. Holes bored into the joist shall not be closer to be provided when loose-fill insulation is installed,the purpose of which 35 ft.from the dryer location to the wall or roof termination. where the equipment is installed. =I than 2"to the top or bottom of the joist,and the diameter of the hole shall f. Fireblocking of cornices of a two family dwelling is required at the is to prevent the loose-fill from spilling into the living space when the attic The maximum length of the duct shall be reduced 2.5 ft.for each 3. Proposed sanitary system is to be installed as per Suffolk County not exceed 1/3 the depth of the joist.There shall be no notches on the line of dwelling unit separation. access is opened, and to provide a permanent means of maintaining 45-degree bend and 5 ft.for each 90-degree bend.The maximum Manual J&S is required for any new or replaced heating or cooling equipment ki�7 Department of Health Services code and as per approved permit. bottom side of the joists, beams and rafters. the installed R-Value of the loose fill insulation. length of the exhaust duct does not include the transition duct. I . Notes INSULATION SCHEDULE (thermal envelope) 13,.Utility Room Containing Fuel-Burning Appliances. Where open combustion air ducts Exception: A duct air leakage test shall not be required where ducts and House Component (R) Value insulation Insulation Moisture Air Barrier g• Attic and Crawl Space Acces s Hatches and Doors. Access doors from - Y P 9 q p Thickness Type Barrier Sealing Detail Remarks N conditioned spaces to unconditioned spaces such as attics and crawl spaces provide combustion air to open combustion fuel-burning appliances, the appliances air handlers are located entirely within the building thermal envelope. ENERGY/ CONSERVATION shall be weatherstripped and insulated to a level equivalent to the insulation and combustion air opening shall be located outside the building thermal envelope Existing Floor system assembly ` A written report of the results of the test shall be signed by the party existing to remain BUILDING THERMAL ENVELOPE on the surrounding surfaces. Access shall be provided to all equipment that or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall conducting the test and provided to the code official. (2"x8"floor joists) 1.These plans are designed to be in accordance with the 2020 prevents damaging or compressing the insulation. A wood-framed or be sealed and insulated in accordance with the envelope requirements of Table P 9 (� New Concrete Slab Insulation � � Rigid Board required M4' Residential Code of NYS and the 2020 Ener Conservation equivalent baffle or retainer is required to be provided when loose-fill N1102.1.2,where the walls,floors and ceilings shall meet a minimum of the 19. Building framing cavities shall not be used as ducts or plenums. L R-10 2'x24' 9 q Energy g 9 p for addition Dow Tuff-R /� insulation is installed,the purpose of which is to prevent the loose-fill basement wall R-value requirement. The door into the room shall be fully gasketed Construction Code of NYS for a climate zone of 4A. from spilling into the living space when the attic access is opened, and to and any water lines and ducts in the room insulated in accordance with Section 20. Mechanical System piping insulation shall be capable of carrying fluids above 105 F 0 INA 2.The interior design temperatures used for heating and cooling load provide a permanent means of maintaining the installed R-Value of the N1103.The combustion air duct shall be insulated where it passes through or below 55'F with a minimum of R-3 insulation. New Floor system assembly R-30c 8" Fiberglass calculations shall be a maximum of 72°F for heating and a minimum loose-fill insulation. the conditioned space to a minimum of R-8. LL for addition Batts B 21. Lighting. Not less than 75 percent of the lamps in permanently installed lighting (2"x8"floor joists) I - M C r ii a of 75°F for cooling. 10.Air Leakage. The buildingthermal envelope shall be constructed to limit p p P y g g P 14.Recessed Lighting. Recessed luminaires installed in the building thermal envelope fixtures shall be high-efficacy lamps or not less than 75 percent of the Perimeter rim joist around R-21 Closed Cell 3. All materials, systems and equipment shall be installed in accordance with air leakage. The sealing methods between dissimilar materials shall allow shall be sealed to limit air leakage between conditioned and unconditioned spaces. All permanentlyInstalled lighting fixtures shall contain only high-efficacy lams second floor 7 per 1" 3 Spray Foam the manufacturer's instructions and the 2020 Residential Code of NYS for differential expansion and contraction. Refer to the air barrier and recessed luminaires shall be IC-rated and labeled having an air leakage rate not g g Y g y P p y B Architeh ct and the 2020 Energy Conservation Construction Code of NYS. insulation installation schedule. more than 2.0 cfm when tested in accordance with ASTM E 283 at a 1.57 psf Exception: Low-voltage lighting. Cantilever floor over outside air R-42 6„ Closed Cell 4. Certificate: A permanent certificate shall be completed by the builder pressure differential. All recessed luminaires shall be sealed with a gasket or caulk 7 per 1" Spray Foam 21 Main Street Ston and posted on a wall in the space where the furnace is located, 11.Testing. The building or dwelling unit shall be tested and verified as having between the housing and the interior wall or ceiling covering. Typical Second Floor system Fiberglass y rook NY 11790 5-1/2" Batts a utility room or an approved location inside the building. an air leakage rate of not exceeding three air changes per hour in Climate Zone Recommended Testing Agency: phone. 631 686-6585 Where located on an electrical panel,the certificate shall not 3 through 8. Testing shall be conducted in accordance with ASTM E 779 or ASTM 15.Programmable thermostat. The thermostat controlling the primary heating or cooling g 61 Y Existing Exterior R-21 Closed Cell fax. 631 686-6786 cover or obstruct the visibility of the circuit directory label, service E 1827 and reported at a pressure of 0.2 inches w.g. (50 Pascals). Where required system of the dwelling unit shall be capable of controlling the heating and cooling Integrity Home Energy Assessments: (631)325-4006 3, disconnect label or other required labels. The certificate shall list the by the code official,testing shall be conducted by an approved third party. A system on a daily schedule to maintain different temperatures set points at different Walls(2"x4") 7 per 1" Spray Foam A email. MMacrina@optonline.net line.net web. MMArchitectAlA.com predominant R-values of insulation installed in or on ceiling/roof,walls written report of the results of the test shall be signed by the party conducting times of the day. This thermostat shall include the capability to set back or New Exterior R-21 3„ Closed Cell A/B foundation (slab, basement wall, crawl space wall and/or floor)and ducts the test and provided to the code official. Testing shall be performed at any time temporarily operate the system to maintain zone temperatures down to 55°F or up In Walls(2"x4") 7 per T Spray Foam These plans are an instrument of service and are outside conditioned spaces; IJ-factors for fenestration and the solar heat after creation of all penetrations of the building thermal envelope. to 85°F. The thermostat shall initially be programmed by the manufacturer with aspace around exterior window/ required Infringements of the co f the andarch tect. ideas gain coefficient(SHGC)of fenestration, and the results from any required heating temperature set point no higher than 70'F and a cooling temperature set door jambs q presented on these drawings shall be prosecuted duct system and building envelope air leakage testing done on the During Testing: point no lower than 78'F. to the fullest extent of the low. Copyright 2019: Over exterior wall plate t R-35 Varies Closed Cell Michael Macrina Architect, pc. All rights reserved, building. Where there is more than one value for each component,the 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not 6.5 per inch Spray Foam C/D no part of the plans may be reproduced without certificate shall list the value covering the largest area. The certificate sealed, beyond the intended weatherstripping or other infiltration control measures. 16.Duct Insulation. All supply ducts in unconditioned attics shall be insulated to a P Y the expressed written consent of the architect. shall list the types and efficiencies of heating, coolingand service water minimum of R-8. All other ducts shall be insulated to a minimum of R-6. First Floor Exterior wall adjacent to R-21 Closed Cell E YP n 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall to foundation wall 7 per 1" 3 Spray Foam heating equpiment. Where agas-fired unvented room heater, electric be closed, but not sealed beyond intended infiltration control measures. furnace, or baseboard electric heater is installed in the residence,the 17.Duct Sealing. All ducts, air handlers and filter boxes shall be sealed. Joints and Drawing Status : certificate shall list"gas-fired unvented room heater","electric furnace"or 3. intedror doors, if installed at the time of the test, shall be open. seams shall be made substantially airtight by means of fastners,welds,tapes, cn Locate ceiling insulation in roof baseboard electric heater', as appropriate. An efficiency shall not be 4. Exterior door for continuous ventilation systems and heat recovery ventilators mastics, asketin or other approved closures stems. r� R-35 5„ Closed Cell required C/D g 9 PP Y c rafters for an unvented 7er 1" listed for gas-fired unvented room heaters, electric furnaces or electric shall be closed and sealed. conditioned attic(hot roof design) p Spray Foam baseboard heaters. 5. Heating and cooling systems, if installed at the time of the test, shall be 18.Duct Testing. Ducts shall be pressure tested to determine air leakage by one of the U turned off. following methods: Insulation and Fenestration Requirement by Component. 6. Supply and return registers, if installed at the time of the test, shall beIssued Refer to insulation schedule. 1. Rough-in test: Total leakage shall be measured with a pressure differential of Window/ Door Type U Factor $.H.G.C. fully open. 0.1 inch w.g. across the system, including the manufacturer's air handler yP { ) Remarks 8. Eave Baffle. For air-permeable insulations in vented attics, a baffle shall enclosure if installed at the time of the test.All registers shall be taped or %_ be installed adjacent to soffit and eave vents. Baffles shall maintain an 12.Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers otherwise sealed during the test. 0 Double Hung Windows 0.30 0.30 Construction opening equal or greater than the size of the vent. The baffle shall or doors, and outdoor combustion air.Where using tight-fitting doors on 0 extend over the top of the attic insulation. The baffle shall be permitted factory-built fireplaces listed and labeled in accordance with UL 127,the 2. Postconstruction test: Total leakage shall be measured with a pressure differential Casement Windows to be any solid material. doors shall be tested and listed for the fireplace.Where using tight-fitting of 0.1 inch w.g. across the entire system, including the manufacturer's air \ 0.30 0.30 doors on masonry fireplaces,the doors shall be listed and labeled in handler enclosure. Registers shall be taped or otherwise sealed during the test. accordance with UL 907. Ul Awning Windows 0.30 0.30 0 Hinged Doors 0.30 0.30 � Dates TYPICAL INSULATION DETAILS Sliding Doors 0.30 0.30 4/23/21 Issued for Construction Skylights N/A N/A Notes: typical exterior wall insulation - - If Air Barrier Sealing is required, refer to air barrier& installation schedule below. �.,;t,-..= see insulation schedule {'' } See Typical Insulation Details, same sheet typical siding �` YP Air Barrier and Insulation Installation Schedule Table N1102.4.1.11 (402.4.1.1) , ;r -typical exterior wall insulation second floor (see insulation schedule) -- Component Air Barrier Criteria Insulation Installation Criteria ILJ : a �N~ I A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a No. Date Description I ood sheathing Yom' g sealing material. ?:> General Requirements The exterior thermal envelope contains a continuous air barrier. =.�.., Project typical rim insulation Breaks or joints in the air barrier shall be sealed. 24" ?u;: (see Insulation schedule) ?' Proposed The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit shall be 2"thick x 24"(R-10) the insulation and any gaps in the air barrier sealed. aligned with air barrier. rigs Matin atiCeiling/Attic Addition a n d (see insulation schedule) ;�;,,;; Access openings,drop down stairs or knee wall doomto -:> typical exterior wall unconditioned attic spaces shall be sealed. insulation Renovation (see insulation schedule) The junction of the foundation sill plate shall Cavities within corners and headers of frame walls shall be be sealed. insulated b completely fillip the cavity with a material having Y p Y 9 Y 9 The junction of the top plate and the top of having a thermal resistance of R-3 per inch minimum. Walls exterior walls shall be sealed. For Knee walls shall be sealed. Exterior thermal envelope insulation for framed wallls shall be Typical Second Floor installed in substantial contact and continuous alignment with The junction of every stud,top plate&shoe plate to exterior sheathing the air barrier. shall be continuously sealed Insulation Detail Windows, skylights The space between window/doorjambs and framing, and Perry Typical Cellar Slaband doors skylights and framing shall be sealed. 1AL, (� 1 -1/2" = 1 •_O'• Insulation V eta 1 I Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. & Stella The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain a I I as 1 -1/2" = 1 '-O" Floors exposed edge of insulation. permanent contact with the underside of subfloor decking, or including above garage and floor framing cavity insulation shall be permitted to be in contact cantilevered floors with the top side of sheathing, or continuous insulation installed 420 Summit Drive on the underside of floor framing; and extends from the bottom to MattltUCk NY the top of all perimeter floor framing members. Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, insulation Crawl space walls covered with a Class I vapor retarder with shall be permanentley attached to the crawl Jurisdiction typical ceiling overlapping joints taped. space walls. insulation Town Of Southold -, (see insulation schedule) typical ceiling ,:,. Duct shafts, utility penetrations, and flue shafts opening _ , Shafts, penetrations to exterior or unconditioned space shall be sealed. ; ;.;. .,J• ;;,, - insulation �,. see insulation schedule) ' ( Suffolk County Batts in narrow cavities shall fit, or narrow be cut to p.c. foundation wall cavities shall be filled by insulation that on r '`.-N '• }<>:s> '. Narrow Cavities installation readily conforms to the available cavity Drawn By:space. 0GISTF / existingroof rafter :, > N M.P. Q' Fp typ cal exterior wall Air sealing shall be provided between the garage CN F� Gara a Separation u,. :• ;,ti;;,.-;'_;.; : `.; insulation ;}y. g P Checked B and conditioned spaces. Y y = n (see insulation schedule) Recessed light fixtures installed in the building Recessed light fixtures installed in the building thermal Recessed lighting g g 9 g M.A.M. thermal envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. Aw 3> 3 Batt insulation shall be cut neatly to fit around wiring and plumbing Job No. y Plumbing and wiring in exterior walls, or insulation that on installation readily conforms �'�► �/ �x to available space shall extend behind piping and wiring. ><> 2013 YORK The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and >> Sheet Title Shower/tub on exterior wall tubs shall seperate them from the showers and tubs. tubs shall be insulated. ;x•;; existing exterior wall Electrical/phone box onThe air barrier shall be installed behind electrical or communication Energy �tes exterior walls boxes or air-sealed boxes shall be installed. p.c. slab typical exterior wall > typical exterior wall ;s„ g HVAC register boots that penetrate building thermal envelope Insulation S C 11■ >t ';> insulation < => HVAC register boots insulation ' '; shall be sealed to the subfloor or drywall. (see insulation schedule) _;;;.::,, • soffit (see insulation schedule) soffit {; When required to be sealed, concealed fire sprinklers shall only be " Insulation Details sealed in a manner that is recommended b the manufacturer. typical siding ;_ '. typical siding Concealed Sprinklers y },,•, >>i,r Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. Typical Flat Ceiling Insulation Typical Vaulted Ceiling Insulation First Floor Exterior Wall Sheet Number : & Baffle Detail at Rafter Splay & Baffle Detail at Rafter Splay Adjacent to Foundation Wall f p Y J ; 1 '-O" 1 -1/2" = 11 '-0" Typical Asphalt Roofing ABBREVIATIONS Alum. drip cap flashing 7 u �c Typical Exterior ! color to match trim color G_3 Architectural Asphalt Roof Shingles Sheathing to be selected unless noted otherwise on elevations ACQ ALKALINE COPPER QUATERNARY EXT EXTERIOR MAX MAXIMUM SAB SOUND ATTENUATION BLANKET ACT ACOUSTICALTILE T moisture barrier over GAF'deck armour, continuously wrap up all EF EXHAUST FAN MIN MINIMUM SEC SECTION Typ. , » AL ALUMINUM EW EGRESS WINDOW MO MASONRY OPENING S.F. SQUARE FEET ^-�°•* Typical Gyp. Board 5/4"x4"head casing adjacent wall surfaces a min. of 12 . r� g over plywood sheathing ALT ALTERNATE FAI FRESH AIR INTAKE MRB MARBLE SIM SIMILAR AFF ABOVE FINISHED FLOOR FC. FIRE CODE M.S. MARBLE SADDLE SPR SPRINKLER(HEAD) 1{ g Eave Protection ASF ABOVE SUBFLOOR FD FLOOR DRAIN MTL METAL SQ SQUARE Typical Siding Extend sill 1"past casing I Install (1)Layer of Ice&Watershield (self-adhering A.S. ALUMINUM SADDLE FIN FINISH(ED) MFR. MANUFACTURER SS STAINLESS STEEL G_3 polymer modified bitumen sheet)from the eaves edge A.P.B. ANTHONY POWER BEAM FLR FLOOR(ING) N/A NOT APPLICABLESTC SOUND TRANSMISSION CONTROL Exterior Caulking (typ.) to a point at least 24"inside the exterior wall B.C. BRICK COURSE(S) FPSC FIRE PROOF SELF-CLOSING NIC NOT IN CONTRACT STD STANDARD KA i h I line of the building. BD BOARD FT FOOT(FEET) NOM NOMINAL STL STEEL MW 5/4"x4"Exterior trim $ BOT BOTTOM F.J. FLOOR JOIST NR NOT REQUIRED SD SMOKE DETECTOR boardi + BLDG BUILDING FTG. FOOTING NTS NOT TO SCALE T.C. TOP OF CURB AE,__ / miser Low Sloped Roof Protection(2:12 to 4:12 pitch) B.W. BOTTOM OF WALL GA GAGE,GAUGE OC ON CENTER(S) TEL TELEPHONE mzvac: rin �a/ Install(1)layer of ice&watershield over the plywood CBB CEMENT BACKER BOARD GALV GALVANIZED OCC. OCCUPANT(S) THK THICKNESS) Cover window flange I selected casing sheathing instead of the 30#felt paper. CL CLOSET GFI GROUND FAULT INTERRUPT OH OVERHANG T.O.S. TOP OF SLABArch itE� ct with soft flashing I EGL GLASS PART. PARTITION TP. TOILET PAPER / c CLG CEILING / N w Fasteners CLR CLEARANCE) Exterior Caulkin M GWB GYPSUM WALL BOARD P.C. POURED CONCRETE TPF TEXTURED PAINT FINISH (typical) '// U a) All Fasteners are to be corrosion-resistant with a COL COLUMN GYP.BD. GYPSUM BOARD P.L. PROPERTY LINE T.S.P. TEXTURED SPRAY PAINT W -r, 21 Main Street Stony Brook NY 11790 Extension Jamb(if required) N minimum penetration of 3/4"into the sheathing. CONC CONCRETE 'GP' GEORGIA-PACIFIC P.T. PRESSURE TREATED TX TOILET EXHAUST v Use(6)fasteners for each shingle. CONT CONTINUOUS HC HOLLOW CORE PT-EGS PAINT,EGGSHELL SHEEN TXF TOILET EXHAUST FAN 3 Wrap structure with X CMU CONCRETE MASONRY UNIT HDW HARDWARE PT-FL PAINT,FLAT SHEEN TV TELEVISION hone. 631686-6585 ° o soft flashing prior to v CT CERAMIC TILE HM HOLLOW METAL PT-SG PAINT,SEMI-GLOSS SHEEN TYP TYPICAL p Ventilation CS CORRIDOR SUPPLY HOR HORIZONTAL PKT POCKET TEMP TEMPERED fax. 631 686-6786 n window installation -Unvented roof C.J. CEILING JOIST HP HIGH POINT P.S. PEDESTAL SINK TECO JOIST HANGER email. MMacrina@optonline.net N $ CANT CANTILEVER HR HOUR(S) QT QUARRY TILE T.W. TOP OF WALL web. MMArchitectAIA.com Exterior 0 1 nterior CMD CARBON MONOXIDE DETECTOR HT HEIGHT RAD RADIUS U.O.N. UNLESS OTHERWISE NOTED 9 DIA DIAMETER HD HEAD REQ'D REQUIRED VB VINYL BASE These plans are an instrument of service and are O Side DIM DIMENSION HVAC HEATINGNENTILATING/ REV REVISION(S),REVISED VCJ VERTICAL CONTROL JOINT the exclusive property of the architect. Side - G_3Infringements of the concepts and design ideas DR DOOR AIR CONDITIONING RM ROOM VCT VINYL COMPOSITION FLOOR TILE presented on these drawings shall be prosecuted 'AzeW historicDTL DETAIL IN INCH(ES) R.J. ROUGH JAMB VIF VERIFY IN FIELD to the fullest extent of the low. Copyright 2019: sill extension Typical Siding DWG DRAWING INT INTERIOR R.C.N.Y.S. RESIDENTIAL CODE OF VWC VINYL WALL COVERING Michael Macrino Architect, pc. All rights reserved, DN. DOWN INV INVERT NEW YORK STATE WC WATER CLOSET no part of the plans may be reproduced without Typical Window Jamb Detail with drlp Cut(#AZM-6930) Hard—plank clapboard D.F.U. DRAINAGE FIXTURE UNITS JT JOINT R.R. ROOF RAFTER WD WOOD the expressed written consent of the architect. to be EA EACH KIT KITCHEN A/R REMOVE&REPLACE WR WATER RESISTANT EL ELEVATION LAV LAVATORY ZR ZONING RESOLUTION 3" = 1 '-O" i n wood firame wad Typ.. Window Casing Detail i I Henry over Plywood lywoodin VP100 Sheathing EQ EQUAL LVL LAMINATED VENEER LUMBER Drawing Status Y EX EXISTING L.C. LINEN CLOSET EXH EXHAUST L.C.C. LEAD COATED COPPER 3/4" = 1 '—O" SYMBOLS I Typical Board & Batten SidingIssued fow I Wrap structure with i selected stool to be painted 1"x2"Azek vertical battens over section number Co% nsL - ruction soft flashingprior I p I /\\ p Typical SidJn 1"x10"Azek vertical boards wl 1/2"space �— —� A window installation i ��/�/. between boards for expansion over EXISTING WALL A-5 SECTION �» ice&watershield underla ment sheet number I � Y _ detail Exterior Caulking NEW PARTITION 2 number (typical) Q install blueskin "-• OR I detan� 2 DETAIL /- selected apron over metal flashTypical Gyp. Board �areo `Azek' Historic Sill Miter Each End& to be painted(#AZM-6930) / Return Into Wall Aluminum FlashGutters DOOR sheet �\ number color to match t1��✓- REVISION CLOUD Dates Drip Cap'Azek" All Gutters are to be 6"aluminum half round with brackets. WINDOW #AZM-197 wheAll Leaders downs outs are to Round Aluminum.Typ. moisture barrier Typical Gyp. Board ( p ) _ 4/23/21 Issued for Construction Typ. moisture ba211 WINDOW/ EXT. DOOR NUMBER STRUCTURAL BEAM Typical Exterior 5/4"x4"Exterior trim board Sheathing ;} Identification (see schedule) JOISTS / RAFTERS \ selected casing number Cover window flange floc level Typical Siding with soft flashing Flashing INTERIOR DOOR NUMBER 22 REVISION NUMBER U� Exterior Caulking--- / 2 (typical) / door number (see interior drawings) For all Horizontal Wall to Roof Intersections, Typical Window Sill D eta i li Install Aluminum Coil Flashing. WALL TYPE SMOKE DETECTOR. I Extension Jamb For all Sloped Wall to Roof Intersections, 12E--horizontd 3" in wood firame wall i (if required) Install Aluminum Step Flashing. QS tlom All Window Drip Caps to be Aluminum. ROOF PITCH I { } ELEVATION MARKER -------- ABOVE / BELOW/ HIDDEN 3"0 EDPLAN KEY —existing vent vent thru roof (see plan key notes, same sht.) CENTERLINE No. Date Description Jthrougroof (typ. all vents) Typical Window Head Detail Roof JL O0Exterior Trim Boards 2 levation number Project New Renovated Relocated 3" = 1 '-0•• in wood frame wall Bathroom #4 Material 1 A� 3 INTERIOR ELEVATION Bathroom #3 Proposed Kitchen ,� �-- .�„-,, All Exterior Trim Boards are to be'Azek'or equal. a sheet number 3"0 Installation 1 f T 3"0-{ 1 rvent �2"0 » -71 Install as per manufacturer specifications: I 2"0 I 2"0 vent I 1 ( vent 2 0 Addition and I lent » 270 vent I I 1 I 1 I vent e 0 -install ol2 fasteners per every framing memberSinMATERIALS r waste vent I Liv I ( 1 Lay. Lay. I t m board applications. SIZE OF TRAPS FOR PLUMBING FIXTURES Renovation I -Install over flat, solid substrate. D.W. I W.C. I W.Ca table P3201.7 -All'Azek'Joints are to be Glued with'Azek'adhesive Shower I Shower Plumbing Fixture Trap Size 1 -Utilize'Cortex'fasteners with plugs for all flat trim boards ROUGH WOOD For Sec. Floor 1 Sec. Floor BRICK VENEER Bathtub(with or without shower head 1-1/2" and/or whirlpool attachements) Typical Sizes House: tie in to existing"—"' » '2"0 2"0 g»0 1 3"0 2"6 w2aste waste Bidet 1-1/4" •Fascia Board-1"x8"fascia CONCRETE MASONRY UNIT ' , ' CONCRETE waste Existing waste waste waste waste •Rake Board- 1"x3"trim board over 1"x8"rake board Perry1 Clothes washer standpipe 2 Bathroom #1 Renovated 5/4" - PLYWOOD L Bathroom #2 ,� �"� ��"� New • Frieze Board under Rake-1x6' frieze board over pack-out STEEL � ��" Dishwasher(on separate trap) 1-1/2 t e l l Bathroom #5 •Frieze Board under Eave- 1'x8' frieze board over /4 pack out I }—ex.. I'' --1 1 3",a--4 1--3"0 T` »�1 Floor Drain 2" EARTH RIGID INSULATION I vent }--ex. 2% vent I I vent �-2 0 I Soffit-'Azek Y2 x 6 V-groove vent 1 I vent I vent Kitchen Sink(on or two traps, with or -run parallel to house under all flat eaves ex. 20--1 ( I I 20 1-1/2' W�m Mallas ve nt vent I I I ( r vent without dishwasher and food waste disposer) -run perpendicularto house under all sloped rake overhangs INSULATION (THERMAL) � , FINISH WOOD 1 L'v, 1 Lay. 1 Lay. I e Corner Boards-5/q"x 6" Laundry Tub 1-1/2 'PVC' or COMPOSITE MATERIAL GYPSUM BOARD 420 Summit Drive W.Ca I Tub W.C. w.C� Lavatory 1-1/4" •Window Trim-see detail Shower Shower •Trim Board at cantilever-5/"x 8"frieze board with First Fir. First Fir. Shower(based on the total flow rate through s/4'x 4"tapered cap Mattituek, NY showerheads and bodysprays) flow rate: ex. —ex waste 2"0 2"0 " 2"0 2"0 5.7 gpm and less 1-1/2" Typical Sizes Garage: Jurisdiction waste waste 3 0 3 0 waste more than 5.7 m u to 12.3 m 2" waste waste waste waste waste gpm p gpm •Garage Fascia Board-1"x8"fascia / C.O. more than 12.3 m u to 25.8 m 3" g Exterior Caulking (typ.) / tie in to existing House Tro gpm p gpm •Garage Rake Board- 1"x3"trim board over 1"x8"rake board Town of Southold existin waste C.O. P more than 25.8 gpm up to 55.6 gpm 4 5 5/4"x 4"Exterior Trim Board existin waste • Frieze Board under Rake-1x6 frieze board over /4 pack-out cut to size Suffolk County To Existing • Frieze Board under Eave- 1"x8"frieze board over 5/"pack out Sanitary System Exterior Typical Exterior Sheathing •Soffit-'Azek'Y"x 6"V-groove Side Cover window flange with run parallel to house under all flat eaves soft flashing Drawn By: • Plumber Riser Diagram _run perpendicular to house under all sloped rake overhangs g �*GISTIP •Corner Boards-5/4'x 6"first floor line of sill below M.P. 4L SGA V[ , Not to scale Install Schluter-Kerdi DS waterproofing -5/4'x 4"at dormers Double 2"x Checked By : � / + � �n Window Trim-see detail structural post n membrane on all three sides of curb • e (see plan) M.A.M. r„ o� R, „� ,1-4 1- Schluter Kerdi-Line linear drain assembly b r drain cover to be selected by owner Schluter-Kerdi Kers-B preformed, seamless Job No. �r Y Install Schluter-Kerdi DS waterproofing —— ——— corners as required for 6" JI/ �'l►�s, membrane flashing around drain flange f wall to floor intersections I 1/2"Gyp. Board Casing to be selected unless noted Wrap structure with 2013 � YOR K stone ca (typical) X otherwise on plan soft flashing prior to ' F 5/8"cement board Porcelain the over thinset mortar over I p N N window installation Sheet Title : at all shower walls -Schluter-Kerdi DS waterproofing membrane over ( I 1/4"reveal _-_ --__ _ _ _ Exterior S ecifications VV -thin set mortar over ------ (typical) Install Schluter-Kerdi DS -Schluter-Kerdi pre-sloped shower tray over ( _ --- - -- -- � � ��' � waterproofing membrane -thinset mortar over — -- on walls to ceiling -plywood subfloor I Y2" >2 <4 y» Saddle to be Door T \ 1"x Flat Poplar selected Max. slope of 1:2 to be painted line of stool below -Exterior Specs. Tile Fir. X SubFlr. Shim Space insulation - icer Riser catch screen I >2 <4 p Finished Fir. Interior 1"x6 Flat Trim Board u nnn :._-:._:_::_..-_._.... --- - Poplar - = ---_ -- - d to size • ; m mud base Side PP t H Rough : . � -77 77777 Install Schluter-Kerdi-Band cornersy (see plan) Typ. Door Jamb From Blocking Sheet Number in thinset at wall to floor base as per manufacturer's specifications 3/4" plyw°odsubfl°or 6T) Saddle Transition Detail Typ. Cased Opening MI. Perpendicular Wall Typical Stud Pocket Detail 3'• 3•• 3" = 1 '-o" 3..T l)icaI shower pan & curb detailJ1 _ _ 1 •-o.. r �t Demolition Notes Drawing Reference Notes I 1. Demolition work shall be done in strict conformance with local,state andI n� existing window/door/skylight to be ' I , federal regulations, including all permits and utility cut-offs. Z) removed . 2. The Contractor shall at all times provide protection against weather remove existing plumbing fixtures (rain,wind, storms, frost or heat)so as to maintain all work, materials i equipment and fixtures free from damages. Repair any damage to remove existing kitchen cabinets j property of the Owner/Client which is to remain in use, or that of any and appliances person, or persons on or off the site caused by the demolition work M -a C r '�— without additional expense to the owner. �D remove existing washing machine/dryer 3. Provide all necessary temporary supports as may be required to shore all Archit(=, ct existing structures prior to the installation of new structural elements El existing staircase to be removed required by the demolition work shown hereon. remove existing framed walls as shown 21 Main Street Stony Brook NY 11790 4. Any and all conditions not shown hereon and uncovered in the field shall be ID (see floor plans) cross hatch indicates area brought to the attention of the Architect immediately, prior to any action remove existing load bearing wall phone. 631 686-6585 of excavation of involving same. existing crawl space for G temporarily support structure above fax. 631 686-6786 prior to removal M -- -- I new foundation wall and p.c. slab. 5. All existing elements to remain,shall be protected during demolition. email. MMacrina@optonline.net -- -- Ceiling height of new cellar to web. MMArchitectAlA.com to match existing. 6. All existing ductwork, electrical equipment, etc. in areas to be demolished existing floor joists to remain shall be protected and relocated as required according to field conditions. These pians are an instrument of service and Ore the exclusive property of the architect. j� existing ceiling joists to remain Infringements of the concepts and design Ideas 7. Provide dust-tight partitions between areas where demolition presented on these drawings shall be prosecuted work is being performed and areas which are finished or in use. to the fullest extent of the low. Copyright 2019: ISt existing ceiling joists to be removed Michael Macrino Architect, pc. All rights reserved, l temporarily support structure above no part of the plans may be reproduced without prior to removal the expressed written consent of the architect. 66 existing roof rafters to remain Legend Drawing Status : J; L� existing beam to remain Existing To Be Removed --------------- --------------- Existing ____------____Existing Walls to Remain 21 existing concrete piers to be removed temporarily support structure above prior to removal (I Existing load bearing IZZTTTI S S u e I wall to be removed existing fireplace to be removed. remove fireplace (temporarily support structure foundation down to 12"below rade Existing above prior to removal) 0CUI s r u c`■ o nBathroom remove existing deck/landing structure completely #1 - A Area to be removed __ __ existing structural post to be removed l;J temporarily support structure above --------______ � Area of new addition l� � —I p y pp ___- ________ _____________ L prior to removal ! i 1 ----------------C --.+- T1Existing 1 existing beam to be removed �A ; ; A� j ; Utility I—� i� temporarily support structure above Dates --, r- -- -- - -- - -' priorto removal Closet 4/23/21 Issued for Construction g, - �' R existing brick veneer to be removed _JU fl $ existing siding to be removed and replaced ' `J I �. II I saw cut existing A �— foundation wall H ----_------- ll=77 H j A T existing roofing to be removed and replaced 11 ii J L__________________________ 11 1 !; C for floopropa� 9 --cn , 'I II I 1 ,`'' h-----�---------------------------- it I for exact location) A� Existing ^- , �; rLaun ------, l 1 Room ; Specific Demolition Notes A ----------- .. I I I R III 1. Existing insulation to be removed. 2. Remove all drywall throughout this level. A '* 3. Remove all windows and doors and as shown on plans 1 Existing ; saw cut ex. slab L j prepare for replacement. No. Date Description Bedroom A� ; for new footing p ---T� ;/ (see fnd. plan) t—====______}1 4. Remove all plumbing fixtures as shown on plans. A #1 r ' },_-__----__- -----' ' Existing 5. Remove existing flooring throughout this level. Project EX' 'n I , Existing ` � ; ' A I _ I� Proposed Bedroom Gara e H #2 H ' Addition and Existing �r++ -- -E- l -- ', Fo rimer 11 . IRenovation ,I I existing " T) ; I existing EP ' : �--s electric meter F A_l ; ; ; to remain to remain �!!II -- - -- --- ------------- For 1 ---------- 1 1 II I I I I ` , ---- -- -- -- -- ZJZZIlZ` _=_-=== ===__ - ____=_===== 1 __�-__ ' _- 1 L__!__!_ ------ -� -- --------------- --4----------------' -/_ /_- - - --�-�-1-�- --�--�-�- -- --4----------------}----- - ------�--� -- ----- -- -------- ---- <T I I I I i i I I I I I r I I I I I I I V1✓Y I 1 I 1 An I I 1 1 I I 1 - - -- - --- -- -- —r 0 Additiond R ; --- ' i , ' of existing Ins I _ _ cantilever above existing A/C units I I I -- - & Stella to be removed L_—:�_-_-�-�-._--_-_-_—___—_J existing A1C units and relocated to be removed and relocated Mallas 420 Summit Drive Demo First Floor Plan Mattituck, NY 1/4" = 1 '—O" plan north Jurisdiction Town of Southold Suffolk County Drawn By: aEGY s rFR M.P. * 14A � 'F Checked By: A ' M.A.M. J Job No. ,� 2013 r�,,VO R K F Sheet Title c Demo irst Floor Plan Sheet Number: Demolition Notes Drawing Reference Notes N 1. Demolition work shall be done in strict conformance with local, state and A existing window 1 door/skylight to be „� v - - - - - - - - federal regulations, including all permits and utility cut-offs. removed . ' I ' N 2. The Contractor shall at all times provide protection against weather remove existing plumbing fixtures (rain, wind, storms, frost or heat)so as to maintain all work, materials " -- -� equipment and fixtures free from damages. Repair any damage to remove existing kitchen cabinets M i C' h -Wa EElh' j property of the Owner/Client which is to remain in use,or that of any and appliances ---------------------' ---------------------- person, or persons on or off the site caused by the demolition work KA -a � !-ii n -a without additional expense to the owner. ID remove existing washing machine/dryer 11 3. Provide all necessary temporary supports as may be required to shore all At rc i toCt I existing structures prior to the installation of new structural elements existing staircase to be removed required by the demolition work shown hereon. remove existing framed walls as shown I—_-------- — — 4. Any and all conditions not shown hereon and uncovered in the field shall be 10 (see floor plans) 21 Main Street Stony Brook NY 11790 brought to the attention of the Architect immediately, prior to any action remove existing load bearing wall hone. 631 686-6585 involving same. temporarily support structure above p Lprior to removal fax. 631 686-6786 Proposed 5. All existing elements to remain, shall be protected during demolition. email. MMacrina@optonline.net I Screened Porch 6. All existing ductwork, electrical equipment, etc. in areas to be demolished existing floorjoists to remain web. MMArchitectAlA.com ,- - - - -- - 9 Addition shall be protected and relocated as required according to field conditions. these plans are on instrument of service and are F --- -- --- --- --- -- } existing ceiling joists to remain the exclusive property of the architect. 7. Provide dust-tight partitions between areas where demolition Infringements of the concepts and design ideas - - work is being performed and areas which are finished or in use. presented on these drawings shall be prosecuted Existing ;"; g ceiling to the fullest extent of the law. Copyright 2019: existin ceilin joists to be removed Michael Mocrina Architect, I Den J pc. All rights reserved, ;�� A temporarily support structure above no part of the plans may be reproduced without prior to removal the expressed written consent of the architect. I r, K existing roof rafters to remain I Legend Drawing Status I I 1 Ill II w II. 4 existing beam to remain I � A Existing To Be Removed =______________ o ,^„ A� m existing concrete piers to be removed !' d l Existing Walls to Remain M temporarily support structure above prior to removal for Existing load bearing I_ZZr1II existingfireplace to be removed. remove fireplace wall to be removed foundation down to 12" below rade p (temporarily support structure g above prior to removal) I o I �I� i ❑ struction remove existingdeck/landingstructure completely Cow 1 70 Area to be removed r El existing structuralpost to be removed w _ IfJ---- temporarily support structure above Area of neaddition prior to removal existing beam to be removed L-1-- ------------r---- temporarilysupport structure above - prior to reoval Dates r===== Existing \: Beath rm_--------- � g j r Y existin brick veneer to be removed 4/23/21 Issued for Construction B Existing I Exlsting ;' B f;; $ existing siding to be removed and replaced K ------------- ': Existing l 1 ; 1 I is i I 17O 1 Dining I Kitchen , , __ __ sz� Bedroom f existing roofing to be removed and replaced Room ' Q #3 , 1 - l l I 1 I rr----- I I 1 ---- I ,II, I I I 1 , I : : P .1Cy-. II " xistin ; , ,Bathrm CC A S ecific Demolition Notes #3 '7I7_7T_T_I_LII1_I17- _TT_TT 1. Existing insulation to be removed. Existing -- --- I - -- - I I I I Vaulted Clg. I I 2. Remove all kitchen cabinets and appliances. to remain Q Ex. ceiling joists. X Ex. ceiling joists Hall A -------------------------- prepare- 3. Remove all windows and doors and as shown on plans ---- to be removed I to remain ; ; FNo. Date Description for replacement. 4. Remove all plumbing fixtures as shown on plans. ------------------------ NOTE: --'- -- ii ; i J 5. Remove all drywall throughout this level. Project j Dashed fine represents 6. Remove all flooring throughout this level. I line a new clg. I " Proposed Existing ' l ' in great room. Existing Living ceiling joists be removed t II K � in new great room. Room (see floor plan for exact L= -- __-" Y�;' Existing j ; ExistingAddition a n d dimensions) I; ;' ----- ------- Bej .. droom ; ; Bedroom ,______�______ --------- _ l #4 ; ; #5 I Renovation I I 1 1 l i i F I I I it I I I 1 k, I II 1 1 For I ' I T T Perry �lf�11111������`.r=-f���'z���`���'���.1'177771T1Tl��lll%yz»-rlr'trrl�z�- ----- I �Proposed Addition�� I F -;,--x: Proposed Fireplace L te I I a and chimney ---------------------- k S I S G (. N s11 -� - � Mallas 1 , I „ I 1 420 Summit Drive Demo Second Floor Plan o Mattltuck, NY 1/4" = 11-01• Demo Rear Elevation plan north Jurisdiction 1/4" = 1 '-O" Town of Southold Suffolk County N Drawn By: z M.P. a•�GtSTERF4 AGN A E( � .1► Checked By T M.A.M. > ! i I T Job No. N 2013 $ ' ; „ � U -` �� $ _-"�.' _".--'' $ _ _ L__y� Sheet Title _ _ _ _ A I�I 'ill'1111 1111111 8 11 i�"Il it A'1- - -- iI ' Demo Sec nd I I }✓f+ A ', II A ' ', �i hhYYj1 Y' II' , I.: - . ;-'-�A :w 1 ,, �� Floor Plan Ry ° : , ' - Demo Elevations Demo Left Side Elevation Demo Front Elevation Demo Right Side Elevation Sheet Number : 1/4" -` V-0.1 1/4" = 1 '-O" 1/4" - 1 '-O" t10'-0" t14'-8" f34'-111„ 2 :; , 0o '. L'i• I new h fes' iC � I a C r n a I I _ Arch itE) ct - I I I I I I off' - �� New 21 Main Street Stony Brook NY 11790 II Unfinished Cellar phone. 631686-6585 fax. 631 686-6786 t7'-10" email. MMacrina@optonline.net > I I Clg. web. MMArchitectAIA.com D d SII p -H m i ; doto match A5.1 7'`) These plans are an instrument of service and are E I ,�P� existing � I the exclusive property of the architect. N Infringements of the concepts and design ideas -H presented on these drawings shall be prosecuted N I 3 I I to the fullest extent of the law. Copyright 2019: N iv o I I Michael Macrino Architect, pc. All rights reserved, no plans be N j j New oduced without thepart of expressedewritten consentrofrthe ochitect.Newx Unexcavated °' 1 1 (see fnd. plan) - I Garaqe Drawing Status I I B E (see garage plans) I I A5.1 A5.1 I I t10'-4" 18" New Unexcavated Issue fo � I I 1 1 (see fnd. plan) f13-4" ii Co O • 1 1 Co 24" R/R to match Construmlon ' 11 - i ex. opening i existing 1 1 i ex. ex. HW 60"::. .. ?u1 1 shelf ex. t10'-8" storage UWt I n i . L ._ FD �' + I E I L �Ico::1 :O �ex. 0 0o R L .__. .... I ex. linen o Existing New <r 9 o install 5/8" _ :: a1 Flooring to be selected i '��► -H Bathrm. #1 3 X Type-X on all existing g to =� W.I C b walls and clg. boiler �,�, i ,r, o I o Dates \L M in utility room b EF EF - closet' +� Relocated I y 1 LO existing 1 ) tip` Bedroom #2 `kv i 114 li 4/23/21 Issued for Construction I 3.c I I .=IN H, LO c a)I 1 M RgnpV Tile Floor I , CL DO 6 "' t7'-10' o 11� t26" T-11" � i x 1 Bat m. Iry New N S.D. CIg H 30"x 80" 3/ hr. fire rated #2 i i� ! Bathrm. 3J" 31" , existing 3�' o w self-closer ; 2 t8'-7" � t63"; 0 5'-0" 24" f13'-52" I ir) S.D. S.D. �N saddle—_,4Til Floo saddle o , e,; patch wall oma. ,a �. Co center wall on > opening -H & " ! C C 28"x80" 32" o existing columns —""�' �' P g + 8 80 ❑ - g ' `�'"� FLOOR PLAN LEGEND a� e, r� o U Sitting Relocated __cased I C}{ �-% I `-'C" Room Bedroom #1 .°' opening �� c°� door with o'o\ o°\ �n \ i -H i ¢ p p "' +' S.D. r`IN windows ��. e4' +' I t7'-4" t7'-10' 12 36"x84" 4,_7» M align this wall with 1 STRUCTURAL POST Li X I -H CI r.o. H saddle the existing wallabove I L min. (2)2x4 unless noted CIg. g v, C.M.�MFirst Floor Window Schedule. otherwise on plans of 117 existing o existing O� -- 1 I No. Date Description c i I Flooring to r_---j ; _ ,o I o in P =i Ex.flooring Flooring to be selected be selected ; 3�„ ___ _ N M w ; o All awning and casement windows are to be'Anderson' NEW FRAMED WALLS to remain -H oyer ; 36 - I I ;o cabinet New .`�c�l ; 400 Series. Color to be selected. Project yj --- - - L -'�> - tT-10' o TALLER/LOWER WALL , or new � - patch wall i closet Vt/ CIg. Den 1 i 112 (refer to sections) --- ,U ' ~1 1 All exterior doors are to be 400 series I opening tT-10' 1 - �- P g I -------- existing 1 Proposed Clg. O , open W o,4aund g i 1 to ------ 1 ,Q , I Room Model#/Size Remarks 1 3j- existing 1 above ROO Q w.m. 31• I ABOVE SUBFLOOR A.S.F. " p I --- -----p-- - p 2 1" ; rice+• Sitting Room 36"x80" to be in existing Addition a n d t10'- " f10-8" 9'-0 f14'-6 � 101 ; I O swing door door location SOFFIT / WALL CABINET 24" a, --14M 3 j Tie loo' Flooring to be selected 1 � ABOVE ABOVE -- - -1 Renovation I I r d er g existing � existing 102 Relocated CX15 egress 36"tall railing I � dryer EP ; electric O Bedroom#1 to code ; ¢ I meter TECO = INSTALL SIMPSON STRONG RZ T L I --- --------- - T__-8111,1-- 111 103 Relocated CX15 egress _ Bedroom#1 TIE JOIST HANGER For .- N 104 I �, O vent dryer j O I i I Foyer CX15 EXHAUST FAN EF 1 I —line of ex. antilever above 103 I ; new �n 1 t exterior 1 I, I - - - O _ 0 xt for - - �- L to f0 = trur ! Nxv _ _ _ _ C o L t , , _ -_ L'2 C (min. 100 cfm to be vented to exterior} ---- 'a I ! _tom _ u� _ _- 1„ landing = g Jine of ex. cantilever above___ _ � o A5.1 I 1 `r `� 108 ` H thwallrou h —� y L i i' ex. cantilever A5.1 Fo er C15 tem ered lass� 9 ut wall -H A� 32 11 U 4"I R O - — --- i I I Y P g erry� �. above +I �to all n with ex. kn I- I' align with 41 i i �— N 3p N -- i -i, align with 106 Foyer FWH3168AR tempered glass addition above 1 I ---- _1 New 105 M 106 107 - avers o I rade _ , ; addition above O Covered O O O P g — I i Foyer C15 NOTES & Stella tem ered lass �i _� to be selected ? 107 Y P g - �---_— Patio ;- 1 (on grade) 108 Foyer CX15 tempered glass 1. See sheet G-2 for insulation specifications. Mallas __________ ______________ _ -________ __________ __ -_-_-__-__ _________-_ ___ __ --� _ _ _ -- -- -- -�--= -----= --- ----__ �___1- 1 ----------- -------------- 2 g New Laundry Room CX15 Install a smoke detectors throughout home los ry as required by the 2020 RCNYS, sect. R314 and 420 Summit Drive new 6"x6"P.T.post X noted on sheet G-1. MattltUCk, NY to be wrapped a� New Den CX15 (typical)see 110 3. Install all carbon monoxide detectors throughout structural plan 3 3 for dimensions c = CX15 home as required b the 2020 RCNYS and a' a' 111 New Den q Y Jurisdiction door in ex. window window of door window of window of window and of window and noted on sheet G-1. opening (utilize ex. opening) and foyer and laundry rm. window above window obove 112 New Den FWG6068L tempered glass Town of Southold f5'-02" t5'-4" f5'-0" t5'-8" 23 " 4'-01" 3'-11x3" 231" 4'-6" 4'-6" t3'-71" t6'-54" t5'-0 " equal equal' equal' equal equal equal 113 Relocated CX15 g PLAN KEY NOTES Suffolk County egress Bedroom#2 t23'-7" f11'-11" ±24'-12" 114 Relocated CX15 egress (addition) O Bedroom#2 r o} Custom Shower with: Drawn By: * 'Ec; J 59'-71 115 Renovated contractor to verify tempered glass I"I -Custom tempered glass enclosure. M.P. �y� N1ICh TF P p Bathroom#2 window size and match ex. opening -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane AF! �� (existing overall) match existing contractor to verify over thin set mortar over Schluter-Kerdi pre-sloped shower tray over Checked By: size prior to ordering thinset mortar over plywood subfloor to be installed by manufactures u 10 NOTE CX145 match ex. opening secs or other approved waterproof an system M.A.M. r . a fi 116 Sitting Room P g P pP p P contractor to verify (see detail sheet G-3) �'� ,tiS A B See first floor structural plan E size prior to ordering -triple 2"x4"curb Job No. ��t �V A5.1 A5.1 for new Covered Patio dimensions. A5.1 -Secure the water supply riser from the shower fok Y� 117 Sitting Room CX145 match ex. opening valve to the shower head to the permanent structure. 2013 k contractor to verify -Shower to be equipped w/pressure balance control valves. a size prior to ordering -Surround to be tile over 1/2"cement bd. Sheet Title -Shower seat 16"x16"(where shown on plans) Bathtub to be selected with: First F'oor Plan Proposed First Floor Plan NOTE B -60"x30"tub to be selected 1/4" = 1 '-O" -Curtain Rod .. plan north -Secure the water supply riser from See sheet A3.2 for all structural info. the shower valve to the shower head to the permanent structure. -Shower to be equipped w/ pressure balance control valves. -Surround to be tile over 1/2"cement bd. Sheet Number NOTE C� 60"wide x 24"deep x 36"tall vanity with 1"filler each side counter top to be selected by owner See sheet G-3 for all interior details lJ (1) 14"deep shelf set 68"above finished floor and metal rod set 2"below shelf "A 2 Ell NOTE ` See second floor structural Ian set this side of p _KA i El - I---i-- A for new Screened Porch dimensions. -- _ _ Parallel pooh E L t0 property line A5.1 M a C F"- n -a A5.1 Architect f10'-8" f14'-8" -- -- - ±35'-32" 21 Main Street Ston Brook NY 11790 patch opening Y 30 wide _ --- �_ g 1_- _ phone. 631 686-6585 - '� 30"wide 36"ref. - -- - - �� �"- 1-- fax. 631 686-6786 .=1N _ pantry wall oven N ____L_.____ 00 ________ 1 - 1 _-_ ______ — email. MMacrina@optonline.net -H 3 - web. MMArchitectAlA.com In-Ground __ - ��-� These plans are an instrument of service and are _________ ____ _ oo Pool - J� the exclusive property of the architect. Flooring to be selected v 0)a step o p - i "" - Infringements of the concepts and design ideas ----------- ------ - - 3 q 1 ' > 28'-0"x 15'-0" presented on these drawings shall be prosecuted step - o I - - - to the fullest extent of the law. Copyright 2019: _ -__-__ --------_-"___^_______J___W__p__ __ --- MO (to be flied separately} Michael Macrino Architect, c. All rights reserved, ---, I -H — no part of the plans may be reproduced without - -- -� – the exp essed written consent of the architect —� ---- , '0 � I r I I i N I -- --- 0 36" ;-------- _ --- --"— - T(h -1 -- -- v i --- ;pull out -- Drawing Status LO 11i 1—T c o trash 2C co i --- — - — r6 --------- 3 C O N - D i� lil — i r -- v y I p 3c D j I ' ---- -----� I 215 r � t new 1 - 2"thick andom Down 5" i sink B a, A5.1 M =3 C N B 1 _�kylight- +�-pattern b uestone o ! c Ln tread to align n +f to concrete f0i+► o above o>- ---� -i pavers over p.c:�tab " 21 x s9' ---- ""o� i �_ - ----- -� -- - - I d.w. A t6 0 m p �.JP �►/ __ - �---- I ,_ » - °' " New with ool S -- attern Bluestone F attern Bluestone patio pavers $ iii -�"-� ---��� new landing 2 thick random Patio 2' thick random ■ .. I i 1 -- --- - - j new _ p � p New o"' i 1 r I L- -- -- "1" -- - j island ! ------------- pavers over c. slab on rade avers on rade 21 - p -------- p 9 p 9 Cop sitr d-l 0 11 - �r-- - -- - Garacie I -- —� --- ------ ' ; -- -H se -- -- g - K T - - -� 3 7' 2" 7' 2" eegarage New__ , New mid - - _ - splans) --- I Screened - - - - - ,- o o T - o w lew -I — � p _ 1 --- ^ I„� _ - " __ i -- 1 T abo'ge - 1 - - Itchen i" i +' �--�- 0D >s -- -o�� 1�- � ---- windows and 0) I 1 � _- _ , - ---Porch - ---- C _ �' �' 214 -- ----� '� ------ 1 i i -- -- J---- 8'-3" - ---- -,- -' - bedroom _ rn � ; c--- 0o Dates +i 36"tall ba�ust-s Cid t8'-1" f20" t' 1» 1 i IV2 4/23/21 Issued for Construction III - - �'-10 -, i --' Cl-1g. o i I on"-interior,side '��* ��-new - planting 3 4 l of structure - - - existing - - plantingg new 213 ❑ ex. chimney bed 212 211 210 bed - -- ---�xisting- _H ------ - Down 5" existing opening Tpack out wall Do n 5" i patch ex. �`� typical stud_ ,��, a; 36"tall as re ulre t8-1 r7 pocket detail 9 q I wall opening New +1 railing above to align 1 - W. 24"x80" �. J retaining wall W.I.C. new existing Is oped clg. ��' t13'-0" rn X 32'� 16 » 31„ 32� �" -f7'-41„ � i ,- „------ i , 19 _____------ I Second Floor II 11 II II I t28'-9" -5'-3*- —�-- f14 4 Window Schedule: 2 � I I I I I I I I I I , ' _ 1 I I � All awning and casement windows are to be Anderson New i i i i i i i I -- R/R " new I Existing 4, I new -,N 400 Series. Color to be selected. ' Great Roorri ' - sloped I 1 sloped I I I I I I I �I 1 0 ca p I Bedrm. #4 I r p 1 , No. Date Description I a 1 I I I I I R/R I p 3 clg. I �n 1 clg. All exterior doors are to be Anderson 400 series I I EF --- -- v> 1 I New 9'-6" +I New Vaulted Clg. I I I I 1 1 i r� B L o E �C r ' F I I I I I I 11 ❑ 1 I �, I Tray Clg. I patch ex. Room Model#/Size Remarks Project " ' ' ' ' I ' I I new d I .. 1- x ' S.D. ' opening FLOOR PLAN LEGEND ' 1 1 I I I I ■ I I F E N all n Renovated „_ °' ' ' New Great Room CX15 in 1 1 existing wood floor 1 1 I I N I I r x 1 1 a to remain ❑ 9 Bc]thrm. i I 201 Proposed 1 1 I I I I N I I ----------------------- ---- ----- �N I I 3 I I I I I I 1 I I I closet I I I I I I I I N 1------------------1 v 11 P Addition and 202 New Great Room CX15 STRUCTURAL POST a I I 11 I I I I 1 Da Q ,� � '3 e i ---- ----------4 1--------------+ G--------------+ I---------- ---� r--------- -----1 a6' �+� �----------, 1 ,� Flooring to be selected �� o i N --- ---------i i------------i ------------i i-------- --- i-------- -----i p�' �� _ I new 1 I `. 208 N I -6 �' 1 otherwise on plans -H i i i i i i i i 136"tall railing S.D.50 + - �'6 I +1 i �' �� ■ �, v I �,�, r UP attic stair I I r new�J saddle 203 New Great Room CX15 ■ pl I a $I l a �I 1 Q �I I Q 1 to code X a �_________ 3 x80' t o ed cl `� " Renovation o� of i of i o� i I C.M. ■, o - P g NEW FRAMED WALLS N 1 I o �1 1 C N1 I o 01 1 0 I 204 New Great Room CX15 .5 1 I i i °?i i i i i "--- ------ --- coo T - r �� O linen TALLER/LOWER WALL , or c`o i i 3 I _ 3 M" " patch ex. 205 g (refer to sections) For t61 1 3 NI I� NI 1 x ; i Existing CX15 egress 01 I 61 I p1 10 -61 10 1 --- ------ --- b ° i I -H a window Bedroom#3 U I I 31 I 31 I V I 1 i open to ---- ------ -- M Existing " C - opening 31 I I l a I I Q I I �`-iN 1 --- - -- F ci 10 a) i ci i CD i 2 N below Bedroom #3 Ile Ftoor 9" 206 Existing CX15 egress ABOVE SUBFLOOR A.S.F. I I 1 1 1 1 1 1 I i ❑ tempered lass Perry I ,, S.D. � '�» -- 2 „. Bedroom#3 P 9» � ---- ----- --- ' " , X31' 207 Relocated CX15 SOFFIT / WALL CABINET 3� i i 32 i I CI - 1 io 1" "..' tem ered lass ABOVE ABOVE " " g o �2 I; cat6d M -- 3 I� O Bathroom#4 p g 6'-5" t5j 6'-0"I 24 - 40-- -- I 2 I I I I I I existing }1 a Ba rm. #4 Stella 48"wide pre-fab;g�s _-- - --- --- -------- -- _l- i � - 36" 208 BedrooExistinm#4CX15 egressL J L J fireplace to be selected i i 1seat TECO = INSTALL SIMPSON STRONG installed and vented 1 - `n - Flooring to be selectedSir 1: through chimney as t8'-1' i _ -__o?__ m 31» "new Existing CX15 egress TIE JOIST HANGER Mallas ' " loset 1 x 2 i' - EXHAUST FAN EF -�- - oo Bedroom#4 per manufacturer specs Clg. 1 - f14-42 ;24 862 Existing CX15 egress (min. 100 cfm to be vented to exterior) match ex. - 210 g LCI) 30 x80" Bedroom#4 420 Summit Drive .-,c•, 1 Q LJ M typical stud C 211 Existing CX15 egress Mattituek NY FA5.1 existing existing 1„ pocket detail �•- ■ g g 201 32 P N,E 205 206 207 �o A5.1 Bedroom#4 ' '� i 11'- I 4- ExistingCX15 egress 1 y - 3�» c-4 78 212 Bedroom#4 PLAN KEY NOTES Jurisdiction 202 \ 203 \ 204 , J » J__ O O O new porch 6 ! 213 New Great Room FWH2768AL to be in door location Custom Shower with: 6" min. 3 � o v roof below HOLD Town of Southold L O FWG6068R -Custom tempered glass enclosure. Suffolk County 214 New Kitchen off existing c� .0 3 i -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane I window 3 = ----------- -- ------- --- ----- ------------------ -------------- ---------------------- ---------- ----------- - f-+--------------------------------------- ------- --------- ,--- ------------------ --------------------- ------------------------- ----------------------- " - c - - - fi - rdi pre-sloped weir tray over over thin set mortar over Schluter Ke sho ------------------------------------------------------------ - -------- ------------- ----------- --------�_ ------------------------- --------------------------- '----------------------- ------------------------- ------------- -------- ------------------------ -----------� 1 New Kitchen C135 thinset mortar over plywood subfloor to be installed by manufactures / specs or other approved waterproof pan system Drawn By: 21 C135 (see detail sheet G-3) �,YSTf B New Kitchen triple 2"x4"curb M.P. �� RFO. window window and addition window and window and - p ,, ,. GNAEI window below bathrm. door -Secure the water supply riser from the shower I.,' 9•p 21 New Kitchen C135 valve to the shower head to the permanent structure. Checked By: 28" 28" 5'-11 5-112 t4'-6" f8'-1 f21" ±251" f5'-11" C -Shower to be equipped w/pressure balance control valves. p n (equal) (equal) O C135 M.A.M. 216 New Kitchen -Surround to be the over 1/2"cement bd. / c� o ';:• � fi -Shower seat 16"x16"(where shown on plans) —±12'-7" 7'-0" t4'-8" Job No. / �,�Jf18., �} V 217 New Kitchen FWG12068-4 t24'-3" t11'-11" f24'-52" ( Bathtub to be selected with: 2013 (addition) lJ -60"x30"tub to be selected -Curtain Rod Sheet Title -Secure the water supply riser from / A AB E the shower valve to the shower head - A5.1 A5.1 A5.1 to the permanent structure. Second Floor Plan -Shower to be equipped w/ NOTES pressure balance control valves. _ -Surround to be tile over 1/2"cement bd. 1. See sheet G-2 for insulation specifications. Proposed Second Floor Plan 72"wide x 24"deep x 36"tall vanity with 1"filler each side 2. Install all smoke detectors throughout home counter top to be selected by owner 1/4" = 1 "-of. as required by the 2020 RCNYS, sect. R314 and plan north NOTE NOTE noted on sheet G-1. D❑ 36"wide x 24"deep x to tall vanity with 1"filler each side counter top to be selected by owner 3. Install all carbon monoxide detectors throughout Sheet Number: See sheet G-3 for all interior details E (1} 14"deep shelf set 68"above finished floor See sheet A3.3 for all structural info. home as required by the 2020 RCNYS and and metal rod set 2"below shelfAM noted on sheet G-1. r (5)14"deep wood shelves to be painted ; space shelves equally i A remove existing fireplace B Note: A5.1 above and cut down Concrete to be typical exterior wall foundation wall to 12below FOUNDATION PLAN LEGEND 3,000p . existing grade 1/2"thick Pre-Molded r Expansion Filler STRUCTURAL POST 14'-3" 114'-8" 134'-11J" 4"poured concrete slab 2"x4"P.T. shoe plate min. (2)2x6 unless noted over.006 po►yethelene otherwise on plans - vapor barrier eL top of foundation TECO = INSTALL SIMPSON STRONG Ir— ------------� 1 I 1 i I existing footing ° ° ° align with ex. TIE JOIST HANGER + 1 to remain a New Foundation Wall --------------- • I 1 l t ical anchor bolt On Footing r --------�--J I 1 L----- --- YP g aC �''i n a + o a (see detail) 1 a -___--.__---_--- I -------- -- ---------------1 2"x24"(R-10)'Dov✓Tuff-HE rigid insulation 8" ° 4 Lower Top of Wall --------�------ __ __________________ rctEEN, ct at all exterior walls to be (see plan) -7�i 1 +' I installed horizontally ;�, + I » "i i1 i 10" --------------- 21 Main Street Stony Brook NY 11790 I I 1+ 1 2 i t0 11 18 8 12"thick P.C. Existing foundation wall + I+ + I foundation wall so -_____________- 0o bottom of footing to be a min. of 36' below grade 1 I� 1 ,;,d i �I i Dig out existing crawl space for • a M phone. 631 686-6585 ---- ----------(----------- --------t I I 1 ., + I I new foundation wall and c. slab. -6786 F� F, rj�� i1 s i ;� f ' zK I �1 I Ceiling height of new cellar to (2) New Poured Concrete ax email. MMacrinaC@optonline.net rebars �— Footing _ p --------------- ' I II I to match existing. web. MMArchitectAIA.com r.�X, 1 8» I I Q) Foundation Wa I I Detail These plans are an instrument the c service and are 1 v + II I � � X Detail Symbol � � the exclusive property of the architect. I I Q In new wall i it f i _ > 1 1 3 P I ' — I 11 1 _ r 2 2 Infringements of the concepts and design ideas y 1 + rn 2 to existing I 't I AN- new column I II I c .. .. presented on these drawings shalt be prosecuted v I I Il + co I 11 1 3 E 1 = 1 —O Required Hold Down to the fullest extent of the low. co (see detail) I I I 1 and footing I II I ._ q Copyright 2019: Q,I o I II I I I I L Location(see detail) ® Michael Macrina Architect, pc. All rights reserved, D # 1 o I I� I New 1 jl 1 M D no part of the plans may be reproduced without I I Q ' 'I I ' 11 I ih 4"thick C.slab the expressed written consent of the architect. ' II ' � ^' Cellar ' 11 ±6,—O" 10» A5.1 I P• IX I I 11 I • �.� I I I I r: + I I " d porch floor I new post from + I t5-2 N P abovet i i1 i -i ' 11 I -H (see floor plan) ( YP•) IC-4 t7 10" I II I o r i it i I � Cf9• 1 I I 1 � I 1 + 11 I -'•{ �"'' I 11 Ipin new wall Drawing Status 1 I New I 1+ + to match i 'I ' to existing KN Unexcavated r�,la existing I i (see detail) --- - 4 UTILITY SERVICE NOTE 1 I I I See'Cellar I + o a "O o0 I , thin stone o General Contractor Shall Fill &Tamp in 6"lifts for a 4"thick i i1 i ' Slab Note' I Locate & Stake Out All I I in I "�---,,, veneer ° haunch slab of i poured concrete reinforced slab with i �I i + I I M' 1 #4 at 12'oc each way, over clean sand 1 I I = I 2 r i ' 2 over 4"(3/4")crushed bluestone, all �� \"ja �1 I I e o \, Exist'g Utilities Prior to 0 I ' o I hx Y I I I 2 2 I I I!I o y Issue o f o r o I 4:( i � compacted to 95/o Relative Density i i1 i r�, I I o An Excavation. The Utilities �- + 1 11 I X KK I ' I ' a Shown on Plan are x.yAVN%k 90% 1 pin new wall i ; New Fill&Tamp in 6 lifts fora 4 thick ` o° Approximate Locations Only. �j , E I I I + I I poured concrete reinforced slab with ° App y• o I I I II 1 �` ion to existing I I Unexcavated #4 at 12"oc each way, over clean sand o I 1 I� ; 1 I (see detail) 1 I - E I ' 'I I cooO new column + I �, over 4 (3/4 )crushed bluestone, all " 11 u, and footing I oo compacted to 95% Relative Density A5.1mz IE 1 ' align outside of In new wall_____I j i ' i i ` i pin new wall ^ _ poured concrete CELLAR SLAB NOTE foundation Wall 1 os with new an to existing + I I o E c i post fnd..wall (see detail) i 11 I 110'-4" to existing L ----------- over �_- -- -- 1 (see detail) ❑ • 4" Poured Concrete Slab °o+ 6 mil. polythelyne vapor Dates 4 over _____ co retarder la joints as re uired a es L---- -----n ------------ -------- -----J I. 1 1 (2)#4 Rebar (lap J required) �,�, I I I 1 - N saw cut existing 6" hold -.�`a - on a 4"base course of p i compacted sand to 95/0 4/23/21 Issued for Construction °�° I 1 in new wall I I foundation wal ° ' to door to existing . I I for new door C , pin new wall � Relative Density. (see detail) i I I in saw cut existing existing existingto existing 16" Expansion Joint Perimeter. -H foundation wall HW boiler (see detail} P I I for new opening ^ storage „ Typical Porch I existing foundation (see floor plan 1 12 (slab area =approx. 228 s.f.) walls to remain for exact location) p.c, fnd.wall 2 Foundation Wall ' iE � 146'-0" 1 — 1 '-O TYPICAL PORCH PIERS I I I I 1 1 Unless shown otherwise on plan, all —116'-04" ±29'-114" porch piers are to be 16"dia. x 3'tall a � of new col. . sonatube poured concrete pier on � o \ undisturbed soil Existing ---------o,-0 _ __ center new column N �!N post wrap Top of Pier to be below grade 3 t Cyd (^x 7 with new post r_________ _________ r N ,-� x. r5 I ' ex. p.c. footing I t:4 a from above \ex. p.c. footing-- i ex. p.c.footing—�; I +l �i 1 Unexcavated N , ,_ _ _ _ ;— I i d .X 6total No. Date Description cv below below I below �. r\k "•. '�J ��. � ,�. � ;�. �, W 6x6 P.T. post 0 +i ------ -------- pin new wall v �+ �- e +' to existing \ Project (see detail) new column saw cut existing 4» post base - pavers to be selected TYP. COLUMN & FOOTING Proposed �n and footing slab for newg ® (see detail sht.A6.1) \ -d- p.c. footing Existing 1 � 1 -H Unexcavated 8"x6" slab seat 3" dia. Steel Column • r1C�1 \ , . -, . . , on 24"x24"x12" deep Addition and i saw cut existing garage (unless noted otherwise) stab for 2"x24"rigid _ _ _ _ __ _.__ insulation a ---' Poured Concrete Footing Renovation pin new wall existing footing 4 a w/#4 rebars at 7"OC E.W. f1t'-31" New to existing to remain existing foundation 4 2 (see detail) walls to remain a poured pin new wall Unexcavated set top of pier 4' concrete pier For to existing see note'unexcavated' - -- - - - - - -- --- --- -- --- ---- -- --- --- -- -- - -- - below top of pavers (see fnd. plan) (4)5/8"dia. bolts steel column (see detail} I pin new wall 4 I to existing 4 ° 6"x6"steel baseplate(see detail) ° E P 4 thick P.C. slab ________ ____ ---_______ ___________ _ _ _ M Perry--------- ---- --------------- ---------- -- ----------------- 45 1 If 4 T '. o rxv Top of Wall 8" . i • ° - = 4 " C �n ' v 12" align with ex. 12" ~ir,"'� v C & Stella-H -H , I - v+ L A5.1 a4 H 'v o I oo +I o 00 4 o � I N I o � see Ian Malas see plan p = 1 (4)#4 rebars at 10"ac 420 Summit Drive C> a 1 123'-7" 111'-11" 124'-1 " '-c . o 0 each wa o 'C', 1 i (see floor plan for exact location) i ' �i o Pier & Post Detail y Mattituck, NY M i -H f/.��»�k„'. � f'Fx > ��.�.I h � M..'. t line of orch floor above 3 3 0 �. f ° line of orch floor above >� z ' . : ------ --------------- r--------------------- -- �- ------------------------ < . -- ff-------p- ---------` >-- --------------------- - . Jurisdiction typical °Q 3 po rch aier ° t6 typical � p p C 3 porch pier Town of Southold porch pier � � � s existing p.c. 18” shelf Suffolk County ol 293" f10'-8" 110'-8" f11'-5 " f10-11 f10-11," 294" foundation wall (equal) (equal) (equal) (equal) concrete New 4" sl bck y Seat y: @D A f� 1» slab on existing footing. Drawn B -1 R RCyr M.P. v M �+ ±59'-71 �~ P� i 4t,, �n Checked By: f �4 a (existing) °. f� EQUAL M.A.M. , new 8"thick poured concrete 6'-0" o.c. 6" min. footing P c foundation wall 12 max. Job No. �'9t /p ji�g6 A0 TYPICAL TYPICAL 2013 OFIN�� rebar at 18"oc • • X A B E vertical and horizontal SPACING CORNERS = E E Sheet Title A5.1 A5.1 A5.1 AN 'Simpson' BPS%-3 ----� The Connection Instructions of the New compacted clean fill 1/2" premolded filler p -- --� • at erimeter of slab hot-dippedgaly. Foundation Plan ---- Foundation Wall to the Existing p 3"sq. Washers& Proposed Foundation Plan Exist' --New Foundation Wall are as Follows : .. . p — __ 1} Clean the Exist'g Foundation of any provide 2"x4"key End Nut Setup _- I Soil adjacent to the new Foundation Wall. - Details 1/•41-" = 1 '-O'• 2) Drill a Hole @ 12"o.c. Vertically, Large sill plate to match existing plan north -- + enough fora#5 Rebar. ao . - i new cellar slab !� 3) Install(1)#5 Rebar in each Hole&Set 2 #4 Rebar w/Epoxy Mortar. ( ) _ (to align with ex.) 5/8"dia. Anchor Bolts E ELEVATION 4)Extend each Rebar 12"min. into the ---- „ New Poured Concrete Foundation Wall. a ------' /'+ 16" poured concrete l Sheet Number: Connection D t l . foundation wall Not Scale Foundation Shelf Detail T . Anchor Bolt Dtl . Yp � . 1 " = 1 '-O" Not To Scale r, 0 A5.1 I. •, ic. ;a E-:� I I\Aac:. rinca New � Arch itect �`� " - Cellar ,, 21 Main Street Stony Brook NY 11790 3� I c s t7'-10" c'c phone. 631 686-6585 fax. 631686-6786 to match I email. MMacrina@optonline.net existing web. MMArchitectAIA.com D These plans are an instrument of service and are A5.1 A5.1 - 10� the exclusive property of the architect. C` Infringements of the concepts and design Ideas presented on these drawings sholl be prosecuted to the fullest extent of the low. Copyright 2019: Michael Mocrino Architect, c. All rights reserved, existing F.J. I existing F.J. no part of the plans may be reproduced without to remain to remain the expressed written consent of the architect. New Unexcavated Drawing Status : aa) INew e ?*B E l !� Unexcavat d A5.1 A5.1 Issued i °' - Const uctIon new(3)2"x8" ex. header -_-- - -- _----.._.__ header �U I / New - ,txisting _ 1 -- I "Bathrm. #1 W.L C - ---- - -- _ ... .... _ I - �' Utility --i-,_ -= i i ' Dat ,, ---._--- --- - --.------_-.- Room �� ;- - - - l _ Relocated Y' 4/23/21 Issued for Construction �. �� .� � ( C - . . : - I �. I bedroom #2 N i�, N -- I -- � New j 0 W (2)2"x4" N R'�I 0) a Renovate bathrm. i 1 tT-10' lost it N oI CI . L X! v 0 Bathrm. #I I X c -- -- - a I a' existing c t7� - - Sitting > co� —i Room existing beam to remain -___-- ! _ �+ ��I existing beam to remain 0 ! i t7'-4" V' - - - - -- - r - _, _ _. _ o\ .. o�.. _ off. , > Clg. existing F.J.to be e+a +G �'4 G a'c cut back to new c +l existing I stair header i_ o CU teco new(2)2"x8"stair hdr; _ (ack4„ Relocated --_ -_-_ --i -_.____ __ 1 j o No. Date Description Bedroom #1 Foyer --- c3)2„x4,:, _ - ---I , o, -> Pro'ect io c I1 ------- p c f ±7'-10' bo c tD1O' ------- lost = ca New rn Al Iexisting 2'x8'F.J. m CI N ------- I __ N Deng N g x '- L ;� ; Proposed c,i I coz N �. g c existing ��li.`_” _--- __ - Laundry I i. 0 i ._ o> a� -__----- � I - n r- to remain .. o existing c V c o X " o - "' r I i I t7-10 �, �IIX Room x Clg. (2)2,.x4„ iN 0410 { 3 Addition and o iv 1 o existingjack o (4)�x4 �'. tT-10' -- l _ -= 1 c / r: c 1 ' l g = / CI p F )2 x4 c i� �i--- existing 4 2'x4' Renovation lost , ( )ost a3' - 1 post i' � I I I 1 I ex. header 1 • n' I - -,'- , _ r -� 1 1= teco "fir --- � - w(2)2!'x - --i Ww 2' 0'---a- -1 -ew, - X---L7.7 � _ - _ -- -- -1 - - - - - For neGv optl �fous� 2•x1(3 r 10 dr.' a) t I — — — — — p� C n 1 linep ty . nti ev r o e, / new(3)13/4'x71/4'Ivl flush beam 3- - - - - 1 x --h-�=-- - - - - - o rn rn A5.1 v o _ I new 2"x8 le derma- N v v -- 2"x8"legder � I li i = A5.1 i 9 N nevJ- J Perryick down to new 2"x8"F.J. N ++ r E E' ! p pack down to F o ;r'i' align with new at 16 oc align — a rn ., cellln oists -�--�t „ „'- cell nwltoistsw -� 1 2 2x10 hdr. -- -- -- - -- - i f 1 rn -H I L o 00 o H I New g j „ g j x OO o O -H +l Q ,r 1- - new 2'x6'C.J. (2)2'x10 hdr. (2)2'x10 hdr. O �- ; �, Q { -1COVered - _ at 16"oc(6' length} - - & Stella o --- - 0 new o. o `Y' -� ! - .-- - Patlb---� - new2"x6"C.J. a�o at 6"oc(6' length) 1�- ��- a a a) - - (on grade}_� -- at 16 oc(4 length) s 0 --- ---- --- - I a3i Mallas U1,1— c IF ._1 �.-�_ -11 i -- -------------------------- - --------------------------- - ----- ------------------- f - - 1 T T -- -- -------- - ---1 -- - --- - -- -- - - Drive o new 6"x6"P.T. lost N = o ml rn o o p o new(3)13/4'x9%"Ivl low beam new6 x6 P.T. post o 420 Summit to be wrapped o c c to be wrapped Mattituck, NY (typical) a,3 3; (typical) 51» 5 » 1.0 51» 54" 51» Jurisdiction 2 t10'-22" t10'-2 " f11'-0" 2 t10'-54" f1d-54" equal equal equal equal Town of Southold 3" 55'-11" or 23" flo ""floor Suffolk County porch roof framing HOLD ±55-71" 24" porch floor framing HOLD Drawn By: I M.P. 0 A. S5� RED 4� A B AE Checked By: � ti` �( 9� A A5.1 A5.1 A5.1 n M.A.M. " ~ A 1 a Job No. _'A p 2013 / D� HEW ia4`k- Proposed First Floor Structural Plan Sheet Title : -1/4" _ 1 1-01, LEGEND , \\ plan north First F loo r Indicates Bearing WallStructural Plan Indicates Post From Above F-%4 Sheet Number: A Y0 .0) i C c� C c � X 14'-3" ---- - M porch floor framing ___..___ _ �--- C r i n a 3" 14'-0" -porch floor porch roof framing - Arch ' 5J„ 5 » 5J" 1» ------- 52 —,-, A 4'-7" 4'-7" 3'-0" -1' 21 Main Street Stony Brook NY 11790 -' L_- i ------------ fax. 631 686-6786 -- email. MMacrina@optonline.net t_ - - — --- ---- web. MMArchitectAIA.com steps $ a �I —` ---- J 5 p o New 1 _ _ _ _ These plans are an instrument of service and ore +Io _ _ a)c ______ ___ _____ _ _— the exclusive property of the architect. - - cN= Kitchen L _ Infringements of the concepts and design Ideas new(3)13/4'X9%" _ __ _ N presented on these drawings shall be prosecuted fl r — _` = — -- - -- --- CIg �l O Mi the fullest extent of the law. Copyright serve Ivl low beam Michael Mocrino Architect, c. All rights reserved, no part of the plans may be reproduced without — L 9 ----- existing p / ------ --- ----- - — the expressed written consent of the architect. LO 1-- -!-._.. - 1 ---- Ir �1 --- ---- n (jack I I� new2"x10 CT� - -. i I I _a _ Drawing Status A100 new ;I I , �� 6"x6' P.T. post I I 1 _ - - oc(14 length)- - --1 - --- (3)2"x4 ; to be(typlca wrapped �I I-- new d'---� � lack � � ----------- 10 I it I — `_ L - -- I1 I ouble 2"x10"C.J.---- - (2)2"x4„ o ` --- D - - - AD1 I I - r----=1---- --- --- - post x A5.1 0 o X new— Skylight ew -- Down 5 N u7� o^roll - sk Il ht 11a3i^�-; - 0 cv I I y tV- N_L ,above N ------ 3 IL__ _JI �- T-, Issue fOI* cN N l- 1 c 1 I ; new double 2"x10"-C.J.---tL j i ' ' ■ a x E 1,i l i -- { > (2)2"x4' = - .�. uco z° ;I - - -- — Sc see ed jack i — -- ------ — - i CO St - o �� ' t C�.I n - M ('; ; Porch X '--------------! - -- --------- --------- - co 0 I ' .- u7 .�OT------� 0 0 °' I --' --- new do-ble 2"xlul C. -- -_ - -� 2x4 -w-- CL _ - -1--� (�a o --- a a c I I 1 - _ ck ro -- ------ ---- -' -- -113 E 3 i(ToW - ;- `-� ! 3 °'-r t8'-3"-- L. - _ A5.1 A5.1 3 -0 i s_k_ I' ht ---II CI > i -- above existin cellin oists x I- IN I I �cv s-— g 9 g j - ! - - - ------- L ---- - - - -- I l J � -- - - X 1—� r I I to remain I I I I w double 2x10"C.J. ^ - _ Dates I 1 ne 1 _--------i I �_.. -- -1-- -.- -- - "'o new(3)1%"x9f/z" - ----, -- - (3)2„x4„ N 4/23/21 Issued for Construction Ivl low beam ; 14�lign --- I ----- ack - post1---;-- L-- � I „ „ �2)2"x newia (2)2 x4 10' ❑ ��, !1 1 �__ existing hdr.-tor _ ack - T new continuous 2 2"x10"hdr. _ _ emaln existing hdr_to remain_- j header ( ) - --- ----- ---- --- . _ = 0 (4)2"x4" Down 5" (2)2"x4" (2)2"x4" 5 post 1 i �.\ � E post post ��' N �, 0 34�" (3* E °^ i N Cog ``�N/ew^ 1 N O ��\\ °' ° /�,' �� porch floor roof fromin o I � o i1U existing a�L r-------------- --- g - N r I 0 0 v r b Cn c c I I I I I I I I � ` E E 3'-7" n I I I I .S I I C O N 11 I X w E I I floor framing s I I I I o `° I I _ E-t 0Q I o 1 X ro 1 i New I I o f I I :� O� 1 1 IN I I N o f I,I v 1 I,1 ` 1 1 1 0 ` Q.p III c ° I Existing ifl v; I 0 I I -p I I m I I N = 1 1 3 'y I I � o 11 Great ; ; �° < Bedrm. #4 LD 11 i I X 1 I X `"O_> I I I , No. Date Description C X Y I I, Room > m i l l a� ,I I (U E 11 1, -- new sloped i New 9'-6" c� � new sloped �, I C.J.at 16 oc. C.J.at 15 oc. E I 1: I I I I I I I l I I match R.R pitch I Tray Clg. x o i match R.R pitch Project I I 1 : I I :r I I v ro F I I I co C I N - I I w- I -I I - I I -I I 1 I C14 ma I 01 I OI I O I I 6I 1 I 3 o ° , , ro 01 1 0 1 1 01 1 new Renovated , 0) I I �I 1 I (3)ost closet Bathrm. #3 Proposed 1 x111 x1(1 X111 p i c j t N I I I N I I N I -------------- --� VIII �l(l I(1 III new 22x10"hdr. ,' `� o 1 1 1 1 I I 1 1 I O single 2'_x6"hdr. existing = , -------------� r ------------ L------------� L-------------' �---------------I r-2'aZtTside ---I header co I� ,� new sloped `� X �, Addition and -------------i I I —L— I 1 -- 1 L-----------i 1 L--------------II I i ° I°' ---------- ----------- I I I I I I 1 1 1 N p C.J.at 16"oc. 1 1 1 1 11 I I 1 (2)2"x4 (2)2"x4" UP I �,II ro N ro I I I I I I I I ( ) I -- I m , match R.R pitch �� "-C Renovation I I I I I I I I post post IL-__---_--- ,I s 'i �\ ° ill 1 1 1(I I I 1 c , new 2 2"x10" hdr. �� c I I I I I I I I I 11 I O O tII 111 111 III I - l sin le 2"x6"hdr. 1 ! For 11 I I T I I ^ I I I ; each side ---------- > I t II •0 rn 0 � 'l I E I o ___ 25"x54"pull down in I I rol °o E 11 o 6i 1 I n II ------------ - 1 stair to attic above 10 Existing ° Perry N I I I I I _ p� o f 1 1 existing new rn � I I = E�° I I t i --°'- �------- � centered in hall c c _ III I I I I vaulted c I ° 1 c x l 1=(O X a room #3 :U Relocated ° vaulted _ ° I 1 �'°n I I II O Q' o ' ' ceiling I i ceilin I I rn (D Q'= 11 I N N a BBthrm. #4 E c .. 1 1 9 I I g X I I c .0 N a I I o I o a� a� t8 1 _ (D W j 11 I I 0 N I I I - I 1� ` - - - o X I I I I I I ,i I I jc I I I CIg' X �O ; & Stella •- N I I 1 1 1 1 E Q 1 1 N I --- - ° ( I ° N ------- a) ( - - - _ v existing m t L i (2P st4„ (2post4 v ro L, w j) -- c I I c g c X Mallas °' I 2 2"x10" hdr. c I) ----- --------- a� new O (3)2 x4 I closet 1 o a post------- teco�•�i-� _____- ._______- 420 Summit Drive Y^C - - - - - C Mattituck, NY x. hdr, to remain ex. hdr.to remain new(2)2"x10" new(3)2"x10"flush beam new(2)2"x10" new(2)2"x10" A5.1 new(2)2"x10 A5.1 { header new 2"x8"C.J. (3)2"x4" header header header lo at 16"oc(12'length) post Jurisdiction : , . l new continuous ; (2p��4" (2)2"x10"hdr. (2Pos4,o Town of Southold � I Suffolk County t------------------------------------ ------------ ----------------------- ----------------------------------------------------------- - ------------------------------------------------ -----------------------------------------------------------I -------------------------------------------------,-- ----------------------------------------------------------- Drawn By: f 5-TERED M.P. G� 4,Q A B E Checked By • y9� m A5.1 A5.1 A5.1 M.A.M. T ,,r y a y Job No. 2013 f NB.W 40 Proposed Second Floor Structural Plan Sheet Title : 1/4" = 1 •-0•. LEGEND Secon 'floor plan north Indicates Bearing Wall 777_Z7�177_T7_= Structural Plan Indicates Post From Above F7. ' ,, Sheet Number: 13 -$, M C r-1 n -a Align A rc h i t(=, ct existing rake overhang to remain 21 Main Street Stony Brook NY 11790 a CP __---____________________________ ___-_________________________-�, phone. 631 686-6585 fax. 631 686-6786 a,o email. MMacrina@oplonline.net r ;; c > 0 web. MMArchitectAIA.com X0 These plans are an instrument of service and are 1 2" rake overhang the exclusive property of the architect. N Infringements of the concepts and design ideas 0 te otheteonfull st textenthesedwssholl be prosecuted ofthelow. Copyright Michael Macrina Architect, pc. All rights reserved, r- ------------------------ T-----------------------T-T----------- - ----------------------------------- / no part of the plans may be reproduced without ________ _-_______________________ _y __________________________________ l the expressed written consent of the architect. f new 2"x10"R.R. ;1 at 16"oc(18'length) �j new 2"x10"R.R. L at 16"oc(8' length) 4 1 �1 2 N Drawing Status io to align with existing existing 0 D ✓' new double 2"x10"R.R. - - , ✓ o D I f A5.1 0 I p ; new I o ani x�4 cuI 'Velux'skylight I x M 0 aI p U cRr- M06 Ic^°' Q ' �� `~ Issueo , �L NL , r' E X new double 2"x10" R.R. 0' OD co CD existing roof rafters existing roof rafters Construction i' 6 °° L ai to remain to remn / cD ami CO c v .T � „ N 1 � E -Iso / new double 2"x10 R.R. - - x , N �, " 0 0 SNI new - ( o � (V ' xl x F ' ani x 1 'Velux'skylight I x ; " C M06 �GN� 3 1 N �! N B E • � _n b-1 new double 27'x10"R.R. E V 12 ±4.5 l Dates �to match 12 existing 4/23/21 Issued for Construction `v to match existing fascia overhang to remain existing -----------"--JTT Tl T7777777T%7t TtJf7l- ---7"7'77 T77 T%T7T7 T%T%TTTT--T- T7T%/777 T%7T1T1 TI- _TI77_TCl�TL7ITITl7=%T%Tl�=%T T_%7117=1T%71 TI1✓!17_%17 TJ_Tl f1 "I.7IT-�I new 12" rake overhang h, new 2"x10"R.R. Q new2"x10"R.R. j at 16"oc at 16"oc j to align with existing eQe� j fi CU -`---------------------------------J O E I I r--------------------------------------------� ; i /I' '�� i i i i ; C i i C /°f p No. Date Description I 0/ 11 x 11 E Project V i i , , , Al L i s L---------- --- I I W ALO r-------� r----------- 0 0 Proposed �� II I , 11 I , 1 1 4-' I t ------------ __ ___________-- Addition� r-1 existing ridge; board to remain �a and L _� I 1 L Renovation � ; I I > > 0 " 0 I ,�I .._1____________1___________________________________________ ______________ 1____________1___ a1 . _y L ; ; �i L For I N I a) I _ �� �; ------------------ 1 r-1 co c y co 1 C No f �� v to 0 E 1 Fa _� ca Perry X o ij p o v „ „ l m , X jnew roof o & Stella _ a cricket °� j axi L---------, 1 1 1 .} ; ;-- Mallas 'IV 12 N 12 new s� l �a j j chimney `°o 1 ! ;1 Q) post below j post below 1 . 420 Summit Drive new flush clg. beam below C 11jJl�ll�l��J�� llf���1J1j� _ � j�jJ�_ — — — — = I7_LT7_LIIZ:T—7_"T__7_T__IT_7_-T__7.7ZLT7_J%"TZ7-1-7 TL"T__7.77.7T�tTYl7_ a C (see struct al plan) A5.1 Matt tuck, NY new7x10 R.R. new2"x10 R.R. ; at 16"oc at 16"oc Jurisdiction o existing fascia overhang to remain ---__ aging#h),i______ ----T 1{i --'ten ##`/ existing fascia overhang to remain ! o C j1-1O--- ---1 - -- - L - 1 x ROOF PLAN LEGEND Town of Southold L 1 1 ! L CD N c new 12" rake overhang 2"x6"R.R. ! Nat 16"oc new ±16■ fascia overhang new ±16" fascia overhang (8' length) ! N s Suffolk County '- i3.5 to align with existing to align with existing 1 > ! 1 > WALL ---------------------------- 3 -+----------------------------------------------------------r-,------------------------------------------------ -,---------------------------------------------------------r -------------------------------------------------,--r-----------------------------------------------------------i i 3 it I I I ---- �-�I-------------------------------------------------j--�---------------------------------------------------------- I I o �-y----------------------------------------------------------�-�------------------------------------------------�-1--------------------------------------------------- -- -�-� oV BELOW ROOF c c 12 INDICATES ROOF PITCH 12 Drawn By new 12" fascia overhang VIII x M.P. X01, &1 ,1;0� BEARING WALL ``�U pEL ,�. �•Q�y E BELOW ROOF 1_LI_LTL�LIL1__ Checked By: ,,► n 5 B A5.1 INDICATES AREA OF M.A.M. ; h A5.1 A5.1 DOUBLE ROOF FRAMING or Job No. of . - a .4 Off, 4816 INDICATES INDICATES POST BELOW ® 2013 V NSW, YOKE' INDICATES STRUCTURAL - _ Sheet Title BEAM BELOW ROOF . Proposed Roof Plan INDICATES SEQUENCE 1/4" = 1 '-O'• OF ROOF FRAMING 2 �OO� plan north NOTE TO FRAMER All overhang sizes noted on roof plan are Sheet Number : rough framing from outside face of stud wall JIM to outside face of sub-fascia and sub-rake. Koff new metal enclosure I �~ to be selected of gable, windows and door KA 3"thick bluestone cap h zaE-:� I �_ _- -- see typical I S1 - z - rake detail of windows C of windows ii of windows Arch itoct 12 21 Main Street Stony Brook NY 11790 r to stone veneer phone. 631 686-6585 - to be selected _ see typical �8 I I typical roofing detail 1 2 typical roofin _ cap flashing � fax. 631 686-6786 copper flashing = 8 5/4"x4 tappered cap I existing eave email. MMacrina@optonline.net t pica) and and to remain web. MMArchitectAIA.com plate height _ _ / batten siding _ _ - - _ plate height These plans are on instrument of service and are — — — -------------- — — — — — the exclusive property of the architect. Infringements of the concepts and design ideas _ presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2019: F---new corner boards Michael Mocrino Architect, pc. All rights reserved, new porch , 1 — no part of the plans may be reproduced without screens _ I typical siding F the expressed written consent of the architect. F i 9 - - 201 202 20 204 - �' continuous blind i � N typical r , - -��.X 205 typical 206 207 +I iu siding I siding metal flashing X copper flashing _ - - ` ' ' `-D-v 1 E T 1 cap flashing 36"tall railing Drawing Status ex. Lex.___] [ex. ex. _ �, ;, o • 36"tall balusters i, new w new new - E - ne r� -- --- - _ ew- --- _ne - - -- _ 5/4"x4"tappered cap to be selected on interior sideof screen ; ' ; ,> me al sta ding sea I I I second floor subfloor -- plate height T _ ro f to sel cted - - - - - - - - - _ -_ second plate dheight subfloor grade beyond %% <r, Issued ' o l� --- thin stone veneer - _� f - - i j I , - � I - Lafalign bot. of frieze- • to be selected I ,_ !� -with bot. porch fascia 4 _ _ C II � I o rl Lj 103 105 107 i L 109 110 I - - • see porch eave detail �' cl, ao thin stone veneer J10 _ — I I ! I to be selected l s t ; ,rr r ,' °: i� HH i ' V i i ' - - - j new new new ; iu o newl bluestone hew new! - ; ; _ thin stone veneer -- - I - I I pavers new - to be selected I -- - - new P.T. posts to be - __ , - _ - i, - .. _ •• top of slab ----- - --__ - 4' - n w wrapped w. 1'x8"Azek - - - j _ .�' - - _ .r' - _ top of slab PRO _qF - —- - - - - - - - - - - - - - Dates F I i I I 1 1 I 1 i I I I L I door to be new c. retainin wall I I ' i selected l new p.c. piers below ; p g 14/23/21 Issued for Construction E �~`v beyond with stucco E (see foundation plan) I I ; ih veneer I l i I I I I I ------------1 I ( ----------- Proposed Front Elevation 1/4" = 1 '-O" 1 A5.2 No. Date Description Continuous Metal Cap Project Flashing under siding new metal enclosure Proposed to be selected 5/4!'x4"tapered cap ------- -------- ------ ---- ------- addition and - ' _ Renovation continuous ridge vent f' = continuous ridge vent -_,�. g t f - extend 5/4 x4' tapered cap top of ridge - _ _ _ _ �I %% fr, align bottom with soffit of new gable ' thin stone veneer g =� _� _ to be selected For typical _ - new copper ex. chimney typical roofing - A2 roofing cricket to remain Perry �r typical board and see typical sconces typical frieze over cap flashing batten siding detail selected plate height 5/4"blocking n plate height of new gable -- --- - - - - - Stella align new fascia - I V 1 a I I as v with ex. rake -- 5/4"x4"tappered cap � see frieze detail \ ' ' ' existing eave - - over 1"x8" 0 o, 214 - 215 21 21 0 0, to remain - _ frieze board +- __ A B C 420 Summit Drive typical siding -' i _CCL - -__ 208 co�X 209 E-- ne ne ne CO O'X N Mat i v I aJ I 'a> x o -- -- - s new 36"tall r Q> t tuck NY E ---- - _ typical -H-o 5/4"x4"tappered cap- ' raili to be -H-o; 3/4" boards 1 2 -- g t E frieze board - -- se ected bluestone ave�se typical L E - o siding new 0 over 1"x8" new a� see typical ±3.5 ,r new p siding 3/4" battens Jurisdiction rake detail _��GN cap flashing second floor subfloor _ _ - _-- ------ �----------------- ----`_---- --_-_ --- _ _ _ _ _ _ _ _ second floor subfloor ,' plate height _ — - ____ --_____ _-// install blueflas tape Town of Southold see typical—� --- ---- --- o, over metal flashing detail \ _ _ - - _ - " Suffolk County 5/4"tapered cap sconces Typical Rake End Detail low porch beam i - - - ;f __ R-selected obe0 thin stone veneer to be wrapped _ to be selected - 1 o - 108 t,; 113 D14 F 4 drip cut 1 •• = 1 '-O" Drawn By: � �COD M.P. AEr, Ln thin stone veneer O = ' ' 0_x _ ` L -H o to be selected _ (- - thin stone veneer new 0 0 new p.c. reinforced j new new w retaining wall Checked By: to 9 i new P.T. posts i to be selected __-_-_-_ E 9 \ > w ►, to be wrapped _ ;r; - ; , _ ;r; - (see sheet A3.5) w. 1"x8"Azek 1�.-- - - _ - - M.A.M. - top of slab �_ "' , ,, _ new - Job No. - _ _ typical frieze �~' h l® �, 86 2013 � ' tYOR� Sheet Title 'E t new p.c. piers below E 5/4"blocking , {see foundation plan) X L------------J Elevation d Proposed Right Side Elevation - Front 1,4" = 1 •-O'• - Right Typical Frieze Detail Sheet Number: 3" = 1 '-O" t � , new metal enclosure to be selected `►-� aCr a Bluestone cap KA _ - - - - - - - top of ride ArchitE: Ct ��theX. 12 ±4.5 21 Main Street Stony Brook NY 11790 thin stone veneer aC� r �to match to be selected 12 existing phone. 631 686-6585 typical roofing +4 5�' see typical i fax. 631 686-6786 existing rake detail 0 ++ email. MMacrina@optonline.net - ex. chimney typical board and see typical to remain batten siding web. MMArchitectAIA.com typical board and detail sht. A4.1 plate height - - _ - batten siding top of porch beam These plans are an instrument of service and ore _ __ —– – – the exclusive property of the architect. -- _ – ___________ _ _ _ _ _ -- -- ----�–__-- _ _ _ _ _ _ _ _ –` Infringements of the concepts and design Ideas presented on these drawings sholl be prosecuted — — � to the fullest extent of the low. Co fight 2019: sconces l Michael Macrina Architect, c. All rights reserved, align bot. porch beam , p g to be 5/4x4"tappered cap low porch beam no part of the plans may be reproduced without _ cy, selected --over frieze board to with new frieze board to be wrapped the expressed written consent of the architect. Hgn with new low porch 00 X CO C"X210 211 212 y new porch new porch new P.T. posts +1 ) 36 tall railing I typical 213 code to 0 L-,- to screens screens pp Drawing Status selected new new new +1-0 o siding w.1 x8"Azek .� E . typical _ siding ' second floor subfloor new _ second floor subfloor --r - - —fr i F top of porch Issued u� 115 ; I r---------------------------- 1, thin stone veneer _ Cop s 1.r u C i ' n to be selected �i •� -__ E Proposed Rear Elevation 1_1_____________________�J_____________________________J_r____________ _____ -----------------------------------------------------------_______________�__, M 1 -- 1 1 1 1 -i--------- ------------------------------------------------------------� _____L-___________________________...__1________-___ -_____-_ I 1 1 1 1 1 1 I 1/4" = 1 I i I new cellar foundation—J wall below(see fnd. plan) 1 I Dates 4/23/21 Issued for Construction No. Date Description Project new metal enclosure Proposedto be s elected Addition and top of ridge - thin stone veneer Renovation to be selected NNW typical roofing _ typicFor r al C _ fing cricket � t Ica/ see typical Perry roofig typical copper flashing n new new porch eave det ' board and pp g top of porch beam - _ - - batten siding cap flashing - - - _ plate height _ _ _ ______ __ __ Stella Align new fascia --- -- a� „ I I as with existing -- - -- �,... ;:. i see typical o Zy � s j detail sht. A4.1 t 0) - .� 420 Summit Drive =� '� new new porch new porch new porch -H X -H _�s r screens screens screens Mattituck, NY H o ex. ex. ex. [ex. - c E - 14. 1 1 1 1 1 rfir '1', I I I �' �/� ; , , , , ,, ,,,� ; ; , , ; ; 1 2 see typical typical >3�' +3.5 rake detail Jurisdiction second floor subfloor siding n �,h. , ,, �.,, cap flashing tical / a► - _ _ - - - - _ ��- Yp siding - - - - - second floor subfloor - - - - - - ------------ ------------------------------------- - -- - - - "N - plate height Town of Southold op o - --- -- porch - ;n =- 36”tall balusters - _ ------- ,`� Suffolk County - - on interior side _ ZJki see typical of screen thin stone �� i, Ali n Yp I - _ I_ / 5/4'x4' tappered detail sht. A4.1 a c to be s - - ! _ r cap over 1"x8" - porch beam E _ - _ _ 116 117 _ ` Ito be wrapped o 0� Drawn By: '` I _ _ frieze board - _ J______________; - j,i rr r,, _ - _ thin stone ven 104 i �GY S rFR is i !r r \ \ to be select M.P. F t-------------, - - "step up up footing - h=j 11 new thin one - hto be selected r -H �% 1 L new _' Checked By: z new P.T. posts ------------ ; 8 -� E - - _ _ to be wrapped M A M '------------------------------------------------- ------- M t ! ! w. 1"x8"Azek ---------- _ r, r' - ; - - - top of slab Job No. �.p�,t`�B 'a'a�Y ------------------------------------------------------------------------ --- - - - - 1 1 IkyE ��1� y 0 2013 y' V0 RK T new p.c. piers below-_;;�' E Sheet Title Proposed LeftSide E I evati o n (see foundation plan) 1 I C 1/4" = 1 '-O" Elevation - Rear - Left Sheet Number : A4v2 A6.1 ex. ridge board 1 , - top of ridge -_ --_ __ --_-_--- to remain . new ridge board I (see roof plan) - - - - - - --\ --- ---- -- --- 1 2 i � J , 12 --- j existing I.R. \ \\~;� existing R.R. 1 S2 .: - g S2 ,,r` ''Y to remain MiC�, h aE�A = to emain new roo raft s install (1}3/8" ia. new collar ties ✓ A6.1 IJ' : A6.1 I See roof la'li ,*� }��,.r., � � ( p ) II i I � thrdugh b'oltto!I new roof rafters ,� , connect collar die p (see roof plan) �,� �� �� to rafter P 9 i r.. - 1 - - late height I� �� - -------------------------------------- ------ ---------------------------------------------------------------------- ---- - - --- --- - - top of porch beam _ _ - _ ----------------------------- ----------------------------------------------------------------------------------- ----- r ite� ct - „-_ new ceiling joists T —� new ceiling joists existing C.J.to 9 f -�-- ---- P-� existing C.J. beyond t16 - ( plan) t16 9r �% 1 _. structurarlan be removed to remain - see structural Ian W --- --- see „ I 21 Main Street Ston Brook NY 11790 overhan „ -- --- (see structural plan) Y ,, (see structural plan) overhang to align ,,i II new to ol•ch beam to align New " new with ex.l »- I; (see structural plan)' ,�` ( with ex. Great 36"tall I R X '�f 00� p railing new2 x,I. exterio a> ;;; post to SCre fed New -I 36 tall fax. 631 686-6786 R c ; I W R o new hone. 631 686-6585 i F-new P. i Great .- railing L r II door _ email. MMacri na@optonline,net ROOM wall studs at 16"o +I ;; ; be abed PO Ch existing o i new port roof afters i - 1 11 . , with double top plate 0 +l ;i 1 e Room ri and singl'I p F I II n roof rafters see roof lah I e shoe late o new scr n ew lnsuiation I - enclosure s web. MMArchitectAlA.com r-. -- n 'w bluestdn l I (see roof plan) S5 ( e) I ; These plans are an instrument of service and are See schedule) I pavers I 12 A6.1 the exclusive property of the architect. I � ±3,5 Infringements of the concepts and design ideas second floor subfloor _ _ second floor subfloor new ! I presented on these drawings shall be prosecuted Y;; _16" _ _ plate height - _ _- _ — — — — to the fullest extent of the law. Copyright 2019: top of porch I I- • _ _ top of porch beam Michael Macrino Architect, pe. All rights reserved, no part of the plans may be reproduced without existing F.J.--Zthe expressed written consent of the architect. to remain ne C.J. 12" new floov� oists - new orch celli joists (see structu� I plan) -_ new p.c. slab (see structural plan) se structural Ian ---_---- - R I new c. find.wall plan) existing framed wall overhan ( ) Gi - (see foundation plan} (see foundationg g o B pack down to alignnew low Drawing Status NeW new 2"x6" ! I I new p.c. footing Existing P !; ;I porch beam ao with porch C.J. existing fnd.wall Foyer landingjoists ! - f (see foundation plan) Bathrm. ! new Existing NeW (see strut,plan) 1 +l 1 1 11 i� at 16"oc ; o `� #1 opening Bedroom #1 Covered P rch new p.c. lab _ u - - -----= (see foundatid plan) il"I new T. posts —� 2 bluestone to be rapped foi +� top of slab A3.1 pavers I _ _ _ _ to of slab r I g g existin c. slab _- J I !Jill to align with existingNOW - ConstrI cti n U v 1 0 � 9R - new p.c. fnd. wall A3.1 M E �' (see foundation plan) I : - Section ---- Section 1/4" = 1 •-O•• new p.c. piers below (see foundation plan) 1/4" = 1 •-O•' Dates r- N- l� S1 4/23/21 Issued for Construction '1_7A6.1 I new ridge board new ridge board (see roof plan) _ _ _ _ _ _ _ - top of ridge (see roof plan) -- - - - -- - ------- ex. ridge board 1 2 ±4.5 to remain a i<h eX to match , , A A A \ r r see roof Ian r i_;�'_;�'_: ,. - G new roof rafters existing 4s ti ( plan) o �h+ existing R.R. ±4 5 1 22 � existing R.R. 3�.� i to remain existing Wim' 71 see roofrafaens to remain new ceiling joists new 2"x10"hdr. ( plan) i existing R.R. / ;;,. (see structural plan) each side to remain - ex. ridge board _— Attic i to remain k ag skylight g _ _ �% _ _ _ sec. floor plate height top of porch beam plate height — existing C.J. new 2"x10"hdr. new 2"x6" existing C.J. new flush beam 1 I - -to remain -- _ each side _- -----,sloped C.J. to remain 1 I - -- --- - - - - -- -- - - - 'w f18„ (see structural plan) ; ; �- new ceiling joists t18" ----- i !, overhan ; ; (see structural plan) rn No. Date Description xisting r " r new'low porch beam ;i to matt New New (see structural plan) I and align c New existing—yl bearing wall to opening 1 r 1 w. existing - Foyer 9 1 1 Project new 'inflow beyond Kitchen Screened r; �� -I New new __�__ be removed ; ; -i new P.T. post to --�1 r 1 °' oo N closet ; ; w i new door POrCh P I x VV.I.C. 11 je wrapped I; -H verify if there is i o Propose d 1" existingflush 1 ' , existing F J. new bluestone new screen—�;, t3 9� stair header Align • existing SI ito remain to remain - avers enclosure I i to ex. stair existing F.J. to i . ex. Addition a n d 9 g ex. P - - rn be removed n - ' ' floor lateshefl htr I sec. floor plate height • Ii second floor subfloor second - - - -- r, - - x x,'x '� plate het ht ' '• � to of orch P g ---1----- - - IT-- - - Renovation I ------ ---- existing low beamI i �r, P P - -- ------ to remain "III t existing nplan) new flush beam 18" 18" (see structural Ian) existing new new new p.c, slab �' beam to remain new 3 1 v For existing foundation o, see foundation Ian R staircase new floor wall to remain shelf shelf ( plan) o Existing joists) I New 1 I ' - Hall ( �� plan) existing footing s new p.c. fnd.wall I I ` s I I structural Ian 'I Cellar E o Bathroom ; . (see foundation plan) to remiain I r` v existing framed wall , new framed walls r Perry-H =e • o - ---- framedtwall to new columnnew reinforced be removed c retaining wall (see floor plan) ; 1 ; see fnd. Ian P 9 existing fnd. wall j .. ( p ) (see foundation plan) 2 newt"x6"landing 1, Stella A3.1 top of slab joists at 16"oc ; ; ;I top of slab - - - - - I� I Mallasexisting p.c. slab 1 • . II 1 G I column footing Section Section existing find.wall I '�' {see find. plan) I •P. I 420 Summit Drive 1-D _ Mattituck, NY _+-, •• •• (see foundation plan) l 1/4" = 1 •-O•• 1/4 = 1 O p' new p.c.fnd. wall (see foundation plan) 1 Jurisdiction existing A3.1 ridge board Town of Southold new ceiling joists �, , Suffolk County (see structural plan) rr 12 spike to ex. _' existing +4.5 roof rafter ` roof rafterexisting 1 22 12 ± Drawn By: �'•' F ±4.5 tom to ch 4-�.�YSTR� existing) ' + existing M.P. * AGN A EL O �• '� y� lateheight -, ---------------------------------------- ---------- ----- ---- _�, Checked By: - - - ----------------------- - - --- new sloped -- p ceiling joists M.A.M. existing ceiling joists (see stracturalptanexisting lito be removed ceiling i oists l insulate in lfters (see structural plan) L Job No. ;,yF e6 Y as required2013 �r H IrOP L i inew framedlwallsRelocated +i X Existing o, I (see floddr plan) Bathrm. #4 Sheet Title window Bedroom 3 House Se dtions existing F.J. second floor subfloor - to remain - A-E F-1 ; I Sheet Number: artiai Section ite,�cIIroom #4 1/4" = 1 •-O•' .r STRAPPING DETAIL Strapping can be installed directly to rough framing or over plywood sheathing. FASTENING SCHEDULE : Table R602.3(1) of the 2020 RCNYS S Contractor to contact local building dept. for required strapping inspection. FILLER BLOCK NOTE. This schedule does not include nailing for metal framing straps ° (see section for strapping and requirements section for rough r opening framing requirements). ;. +All nailing is a general specification it applies unless noted otherwise. HIP Porch / Deck StrappingDetails ' PLATE ONE 16d • ° Joint Description No.of Nails Nail spacing required uplift force as per RAFTERTO ON BLOCK ER ROOF&CEILING FRAMING SI CS20MPSON Coil Stop TIE table R802.11 of the 2020 RCNYS TWO 16d THREE 16d ftover every rafter = 340 pounds TO FILLER Rafter to Top Plate (toe—nail) (3) 10d common Per Rafter / BLOCK �A I SIMPSON STIR G—TIE Ceiling Joist to Top Plate (toe—nail) (3) Sd common Per Joist V, 'HCP2' (single h rafter) , 16d Ceiling Joist to Parallel Rafter (face—nail) (6) 16d common Each Lap (3) 8d Nails ° 'HCP4' (double hip fter) u STAGGERED Ceding Jotst lops over Portittons (face—nail) (3) 8d common Each Lap M \ (3) 8d Nails ° » C r a 12"O.C. (5) 8dx1-1/2 Nails 16d 12"O.C. VERTICAL Collar Tie to Rafter (face—nail) (3) 10d common Each End to rafter ° RIDGE o Simpson Strong-Tie Tie itE:1. ct TO SPACER Blocking to Rafter (toe-nail) (3) 8d common Each End BOARD 0 P g -Arch ° _- -ABA46 4"x6" Post ` STUD Rafter to Ridge Board (end—nail) (2) 16d common Per Rafter 2 8dxl-1 2" Nails STAGGERED ° WALL FRAMING � ( ) / PLATE �'° -ABA44 4"x4" Post WALL THREE 16d ROOF ROOF j to plates -ABA66 6"x6" Post 21 Main Street Stony Brook NY 11790 Fill Void with / STUD ° TO FILLER Top Plate to Top Plate (face-nail) (2) 16d common 16" oc RAFTER RAFTER 1 °o / SIMPSON STRONG-TIE Rigid Insulation NAI TOE- °° BLOCK Top Plates at intersections (face—nail) (4) 16d common Joist—Each Side H2A of each rafter ' NAILED (575 pounds) phone. 631 686-6585 Prior t0 Sheath'g TO SOLE ° ° Stud to Stud (face—noil) (2) 16d common 24" o.c. ( ) / Typical Post Base fax. 631 686-6786 5 Sdx1-1 2" Nails SHOE Header to Header (face—nail) 16d common 16"o.c. Along Edges to stud email. MMacrina@optonfine.net Rafter to Rafter Roof Rafter to Plate Hip Rafter Connection Detail web. MMArchitectAIA.com Top of Bottom Plate to Stud (end—nail) (2) 16d common Per Stud r �/�� Bottom Plate to Floor Joist, Band Joist, 2 16d common Per Foot i� S1 Connection Detail �� t0 Wall II D " These plans are an instrument of service and are End Joist, or Blocking (face—nail) ( ) a Stud Detail I to Plate Detail 2 x Ledger fastened the exclusive property of the architect. SHOE �� to wall structure Infringements of the concepts and design ideas FLOOR FRAMING presented on these drawings shall be prosecuted joist hanger to the fullest extent of the low. Copyright 2019: Joist to Sill Top Plate or Girder (toe—nail) (4) 8d common Per Joist (5) 8d Nails 'Simpson' H2.5 A Michael Macrina Architect, pc. All rights reserved, (600 pounds) See Rafter to Beam to no part of the plans may be reproduced without i I of typical exterior Det I ofi typical Bridging to Joist (toe—nail) (2) 8d common Each End the expressed written consent of the architect. Detail partition intersection exterior corner post Blocking to Joist (toe—nail) (2) Sd common Each End Post Strapping Detail (S5) hip / valley Blocking to Sill or Top Plate (toe—nail) (3) 16d common Each Block rafter Mm I1` not to scale not to scala O rafter meson L70 J Drawing Status : Ledger Strip to Beam (face—nail) (3) 16d common Each Joist L SIMPSON ST G-TIE - Joist to Ledger to Beam (toe—nail) (3) 8d common Per Joist SIJ Model 'HRC1. 1" Band Joist to Joist (end—nail) (3) 16d common Per Joist ° ° NIP O beam RAFTER ° rafter ° ° - joist hanger Band Joist to Sill or Top Plate (toe—nail) (2) 16d common Per Foot ° c O o ° 1 g ROOF SHEATHING ° QIP / ° RAFTER ° ��' ° J {oxwalldger structurened fo Structural Panels (see zone diagram) E ssu o a (5) ° Interior Zone 8d common 12" o.c. ( 8d Nails Porch Rafter Perimeter Zone 8d common 6" o.c. Construction SIMPSON STRONG-TIE o o Connection Gable Wall Edge Zone 8d common 4" o.c. o 'CS20' Coil Strap CEILING SHEATHING over every stud ° Assembly Detail Gypsum Wallboard 5d coolers 7" Edge / 10" Field (8) 8d Nails WALL SHEATHING Roof Beam Structural Panels Bd common 6" Edge / 12" Field Hip Rafter Porch Roof Rafter to Common Rafte to to Ridge Detail S 5 Beam to Post Detail Hi /Valle R fter 1. —(3) 8d Common Nails Garage Door Portal Openings 8d common 3"oc into all framing a t at Each End of Strap Gypsum Wallboard 5d coolers 7" Edge / 7" Field Wrap CS20 Strap ntinuous Dates FLOOR SHEATHING (Subfloor) From Porch Bm. ver Roof Bm. Structural Panels Back Down to arch Bm. 4/23/21 Issued for Construction 4 8d Nails plate As Shown 1" or Less 8d common 6" Edge / 12" Field N ( ) If cripple studs are utilized over Greater than 1" 10d common 6" Edge /s" Field (8) 8d Nails LENGTH second fir. header,then provide one CS1$ CUT strap from top plate to cripple stud SIMPSON STRONG-TIE • LENGTH _ header &from cripple stud to header Fiber Load-BssrCo Column n� (8) 8d Nails 'CS20' Coil Strap W over every stud (8) 8d Nails QN LENGTH (1,030 pounds) (8) 8d Nails ) d Common Nails CONNECTION OF MULTIPLE PIECES rnrn Q ° �,� SIMPSON STRONG-TIE a ach End of Strap OF TOP-LOADED BEAMS(1) Vl 3 CLEAR SPAN 'CS18, Coil Strap o h Girder 0 over every jack & king stud Post o Beam Strapping 1%"Width Pieces: C SIMPSON STRONG-TiE w �a - CS20 Coil Strap m Simps H2.5 • Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.c. over every stud Install Simpson CMST16 'n X (8) 8d Nails Post Q first floor for 16 ft wide sliding door a Post Bas • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. ^ (1,030 pounds) �i. Provide strap for No. Date Description for 14"and deeper beams END each jack stud when • If using 12d(3%4")or larger nails,the number I LENGTH multiple jack studsIF of nailing rows may be reduced by one. (8) 8d Nails O (8) 8d Nails are required Concrete PI Project 3%"Width Pieces: "� N N rim joist H low Porch Colu n • Minimum of 2 rows z"bolts at (8) 8d Nails Proposed 24"o.c.staggered t Deck AssemblyD tall , beam dmust th.Otea Jack Stud at Addition and applied � S7to Gable Stud Wall First Floor to Secondbeam width.Otherwise,use connections for s de loaded beams.Additional nailing or bolting may be Wall Stud Dtl. S8F1oor Wall Stud Detail S9 Header Opening required with side-loaded multiple-member g Renovation beams.Refer to current product literature. Roof Beam —Porch Roof Rafter to Beam For (8) 8d Nails to Post Strapping (S5) SIMPSON STIR G-TIE t~ 'CS20' Coil trap SIMPSON STRONG-TIE IMPSON STRONG-TIE (8) 8d i s `v over every ud CS20' Coil Strap 20' Coil Strap -0 e Perryover every stud 3 n� 1,030 pounds) (1,030 pounds) ov every stud N Solid Wood Post O O (8) 8d Nails & Stella 8 d Nails Rim Joist (2) 8d Nails N ° blocking f ��-- Mallas PSPN516Z ,L (2) 8d Nails ( ) ao�b\\atie fo�sf Column Wrap RPS28 r MSTC52 1.L. wrap under 5�\\ Q (5) 8d Nails 420 Summit Drive Post Base inside r ^ sill plate 1.1 wrap under I Simpson H2.5 A ° ° �o�`'� Hollow Column (see Dtl.) sill plate � - ° i w�` (8) 8d Nails Mattituek, NY top plate joist hanger ll�l) (5) 8dx1-1/2" Nails SIMPSON S )NG-TIE II I II II II�d wall Jurisdiction (n lib foundation IIIA stud CS20 Coil S op Poured Concrete Pier II (ILII over every stud (8) 8d -1/2" Nails Town of Southold Illlll l�l I III (8) 8d Nails JI—(8) 8d Nails 0 VIII Suffolk County ATEROR E PIPE Wall Stud to Wall Stud to Sill Plate Cantilevered Wall St Solid Post Porch Column / RIDGE O r LL 0 Rim Joist Det "I 11 at r Wall to Rim to To PI to Found'n Assembly Dtl. S Ga a e a ate De II I m Drawn By: CJ STEf y-ycc � ATTIC M.P. o, NS1 SS1.5 8 Beam to Joist Strapping Checked By : fn / Note: STRAPPING INSTRUCTIONS : Simpson H2.5 (hot-dipped gale.) M.A.M. NS1 `t 8 Required where not 1. All Strapping To Be 1-1/4" Wide 20 Go. Steel BLOCKING 2 BAYS on plans see deck ledger J N or Simpson' Equivalent CS20 (coiled strap) (4) 8d NailsDeck Joist Job No, BACK ® 48" D.C. — HD detail, same sht. 8� o °_) •� Unless Noted Otherwise. for attachment 2013 �4yy r "I ! NS1 •�.� 2. Use Stainless Steel Straps & Fasteners or to house i I T 0 V0, W \ a s SECOND FLOOR Soli orner Post Hot-Dipped Golvenized When in Contact > v a Solid Corn Post PP Hss2- S st. _ a IJ with Pressure treated Lumber. Sheet Title i z - 3. Install Strapping For All New Construction. (4) 8d Nails Porch Girder • ' SIMPSON HDU8 S 2.5 pp g 1 ,� t u Y LINES And where noted on Ions Post to Beam Strapping a ,0 7/8" dia. W-1,5dlCs Common 4. Install Strapping for Each of the Following: —PostSimpson H2.5 (hot-dipped galv.) §trappg/Details = Hss2-3-SDS1.5 BLOCKING 2 BAYSV impson HDU4-SDS2.5 Threaded Rod V Holdown }- for full length -Rafter to Rafter over Ridge Post Base Nailing Seh NS1 ELECTRICAL WIRING BACK ® 48 O.C. _ g W of stud � -Rafter to Plate to Stud ■ C Blocking iU -Hip Rafter to Plate to Stud a FIRST FLOOR C 0 Endwall i second floor o � Framing Details O NS1 . 0 II a -Common Rafter to Hip/Valley Rafter g PSPN516Z LOAD BEARING WALL (with HVAC Chase) �° I E -End Wall Studs to Wall Studs PSPNSsz MsrC52 U I I 0 -Header to Jack Stud 5 " dia. Threaed Rod C Rim Joist Em dded 12" into Concrete °° a, -Jack Stud to Rim Joist s -Wall Stud to Rim Joist Concrete Pier ":•� "�RPS28Z BLOCKING 2 BAYS w/ S pson SET' Adhesive "° -Cantilevered Stud to wall below Sheet Number: BACK CD 48" o.c. •0 -Rim Joist to Sill Plate 'SIMPSON' HDU 8 DS2.5/ ° first floor -Rafter to Ledger with joist hanger Plumbin Electrical & HVAC Protection Guards Gable Wall BlockingMI . o Holddown Connecti MI. Holddown Conn tion Dtl. c -Rafter to Beam to Post g � �o -Beam to Post to Floor Beam I 0 -Floor Beam to Post Deck Strapping" not to scale not to scale where noted on floor plans for first floor to second floor con ction -Post to Pier (footing) Assembl Detail 0 -Joists to Beam LEGEND SUPPLIED BY INDICATES PHONE JACK Tphone INDICATES CABLE JACK TN KA i C h 4-aw E�h, I INDICATES DUPLEX RECEPTACLE INDICATES FLOOR OUTLET F.O. INDICATES QUAD RECEPTACLE + A rC h I t(=, Ct INDICATES LED RECESSED WWW 21 Main Street Stony Brook NY 11790 ADJUSTABLE CLG. LIGHT FIXTURE INDICATES LED RECESSED HH phone. 631 686-6585 CLG. LIGHT FIXTURE fax. 631 686-6786 INDICATES SURFACE MOUNTED CLG. .SSM email. MMacrinagoptonline.net • i i LIGHT FIXTURE web. MMArchitectAIA.com I I INDICATES PENDANT CLG. LIGHT P These plans are an instrument of service and are FIXTURE the exclusive property of the architect. I I Infringements of the concepts and design ideas 9 P 9 presented on these drawings shall be prosecuted INDICATES LED KEYLESS CLG. LIGHT *KL to the fullest extent of the law. Copyright 2019: ,LL__ FIXTURE Michael Macrino Architect, pc. All rights reserved, KL /� I I �`�. KL no part of the plans may be reproduced without •� �� INDICATES RECESSED CLG. _.WP the expressed written consent of the architect. I 1 WATER-PROOF LIGHT FIXTURE I I I INDICATES WALL MOUNTED LIGHT f-- ' FIXTURE Drawing Status I I II _ INDICATES JAMB SWITCH JS ' I 1 I I I INDICATES SWITCH $ I I ' KL KL INDICATES 3-WAY SWITCH $3 • INDICATES 4-WAY SWITCH $4 Issueu o I I I c.f.m. INDICATES EXHAUST FAN 100 c EF COnstructiOn i I INDICATES SMOKE DETECTOR SD I I INDICATES CEILING MOUNTED CARBONKL CM � -- --�i'�-- MONOXIDE DETECTOR I I INDICATES WALL MOUNTED CARBON CM MONOXIDE DETECTOR Dates I I C ear I I Renovated New INDICATES CEILING FAN % 4/23/21 Issued for Construction Bathrm. Bathrm. w/LIGHT O O I I #2 '#5 INDICATES SURFACE MOUNTED I q. LED LIGHT FIXTURE _ --. -- - I THERMOSTAT O IEnexHW g I I INP .. )et o Ne C 1+ HH storage r_ --- - i FIXTURE BOX xisting HH I: FB athrm. #1 ( boon - ... HKL existing — -utilit _ closHIV � _- ..= y � � I SOFFIT MOUNT MOTION FLOOD LIGHT Room EF EF - , I I I I qP O O O I i WALL MOUNT MOTION FLOOD LIGHT I HH I I HH H I ' O O ----- I HH , I GA H Relocated I I I No. Date Description Bedroom #2 Protect Relocated T ( H _------HH I NOTES : Hall I Bedroom #1 Proposed I N I I M i 1.WHITE DECORA RECEPTACLES&SWITCHES ' I ------ I 2. CONTRACTOR TO CONSULT W/OWNER PRIOR TO INSTALLATION, REGARDING ANY Addition and I HH HH , r HH HH Hall HH H H H--- ------` HH -- —' "------ `---' `�`--- I &DLO DN LIGHT LOCATIONS.AL EXTERIOR ION DETECTOR Renovation I , O I ' ' O D I 3 3 Sitting I_ - � ' ( ---- ------- I 3. CONTRACTOR TO CONSULT W/OWNER ' Room i ------- i I i I 1 i PRIOR TO INSTALLATION, ANY ADDITIONAL _ _ For 1 I Ty I I new , I LIGHTING, POWER, CABLE, AND PHONE i closet - New I i REQUIREMENTS AND LOCATIONS. HH ------- Den I i 4. ALL OUTLETS TO BE LOCATED IN -�_ Perry� I shingBASE MOULDING HORIZONTALLY. � HH-t�---—-—----� I i --------------- � chine I I I HH -- Fo er , 5. ALL SWITCHES ARE TO BE ON DIMMERS. 1 H , i - I- - .FHH h H HH I & Stella-------- H I --------------- I �G7 I dr ------ ------- ----- ----- Laundry I H ----------- - I Room _ Mallas I I --------------- I I I I IGR I I I I I GFI _ -------------- Gn=- i� --r i-- , I 420 Summit Drive ------ 1-- - -- _ =T-1� --- Mattituck NY I I 1 _ � .I I. O-O -- - - Gn on HH H 3 3 HH I 1— , — 'i—i; O O- - ' I_J' Jurisdiction �I -- —` ----- HH - _-- -_�_ o o - _ - Town of Southold I iIt�I�-----_•----L--_1--�-_---I --i=--I---- THH Suffolk County — L-------- - - -- -------- -- - - _--------- ---------------------- ---------- r_-_ I--1 TIMT Drawn By: f 1 M.P. ��ftSTFR�O *1 S&AEL Checked By: First Floor Electrical PlanM.A.M. 1: , 1/4" _ •-o•• New plan north Covered Job No. �pc►O�'r2 ` Patio 2013 YL Sheet Title Electrica , an - First Flo& Sheet Number: h I t. t I `t LEGEND SUPPLIED BY ` INDICATES PHONE JACK Tphone INDICATES CABLE JACK TN I C h -ra EE�h, I INDICATES DUPLEX RECEPTACLE � .rteINDICATES FLOOR OUTLET �{j� C �ii n a fit" F.O. ibect I - INDICATES QUAD RECEPTACLE L — INDICATES LED RECESSED WWW WW 21 Main Street Ston - --�—{ -- ADJUSTABLE Y Brook NY 11790 — _' JU BLE CLG. LIGHT FIXTURE - -- --� _ ' INDICATES LED RECESSED CHH phone. 631 686-6585 CLG. LIGHT FIXTURE fax. 631 686-6786 email. MMacrina@optonline.net ref oven �- INDICATES SURFACE MOUNTED CLG. _0SM web. MMArchitectAlA.com LIGHT FIXTURE 1 1 INDICATES PENDANT CLG. LIGHT � - _ ! -I _ _ _ _ p These plans are an instrument of service and ore — the exclusive property of the architect. HH HH HH ----- ---� FIXTURE Infringements of the concepts and design ideas , OOd presented on these drawings shall be prosecuted -- ----- I GFl I I Wl --oven _ INDICATES LED KEYLESS CLG. LIGHT *KL to the fullest extent of the law. Copyright 2019: FIXTURE Michael Macrina Architect, pc. All rights reserved, -- _-_-_- - - -----_- _� _ i o port of the plans may be re roduced without t�l_ ---- ----- ® I ---- INDICATES RECESSED CLG. AWP the expressed written consent of the arc hitect- -_---=_ - I -1---- WATER-PROOF LIGHT FIXTURE I i V3CI .��/ened � � ' -- �"-- M M HH ' Pendant ! H"� �___�_ -� _- _ INDICATES WALL MOUNTED LIGHT {-� Drawing Status HH I i I Porch HH-- --- I ' I FIXTURE IiI 1 � ' Pendant I - INDICATES JAMB SWITCH JS New `" _`"" ,' � ' INDICATES SWITCH $ - - T i Kitchen I ---- INDICATES 3-WAY SWITCH skylight + $3perdant INDICATES 4-WAY SWITCH L HdWH Issued r $4 INDICATES EXHAUST FAN (100 c.f.m.) F phone ------------------ Cons ct i o n ; - � I i I I HH INDICATES SMOKE DETECTOR _ ---- - _I_ - - f — -- --- - - - - � HH HH 1-- � ' -- •; -- INDICATES CEILING MOUNTED CARBON CM T _I� O ` HH 1 MONOXIDE DETECTOR l_. - I I I f -� - 1 • f —1 -- -- 1_ INDICATES WALL MOUNTED CARBON CM -- ,I MONOXIDE DETECTOR --- �_ Dates - � ; I I H_ T 1 �" INDICATES CEILING FAN OpO 4/23/21 Issued for Construction 1 HH HH — W/LIGHT �- - GFl - HH - - �-_-�- T_ �— INDICATES SURFACE MOUNTED I ! IGFl ! 3 3 3 I LED LIGHT FIXTURE ---- - }- ---- ------------------- ------------------ THERMOSTAT Existing ' Bedroom #4 -� FIXTURE BOX HH H • ,' FB _ , HH i 1- -1�-- - - New _ LL ---__ t -- - i SOFFIT MOUNT MOTION FLOOD LIGHT ----�,--- H %r i -- r,=a '.. H---r, -- HH I I HH T„H W C 1 HH �t V V.'.V. fl I WALL MOUNT MOTION FLOOD LIGHT _ 1 -------------- I 1II'rI I r- -_--� No. Date Description - ° --r ' H TI HO L-A EF V. I I Project H NOTES--- IiI tRe �a e1 new HProposed FO == __________ 1.WHITE DECORA RECEPTACLES&SWITCHESFO 1 2. CONTRACTOR TO CONSULTW/OWNER PRIOR TO INSTALLATION, REGARDING ANY Addition and3 3'�J----__ ____-- i -----, - j ' I ADDITIONAL EXTERIOR MOTION DETECTOR ■HH , � &FLOOD LIGHT LOCATIONS. Renovaton I L- attic access- I , \ I I I I I 3. CONTRACTOR TO CONSULT W/OWNER PRIOR TO INSTALLATION, ANY ADDITIONAL linen LIGHTING, POWER, CABLE, AND PHONE -+-� — —�a-- REQUIREMENTS AND LOCATIONS- For -- _ -T - J I ” I I I I " H - i i I H i ! _I1 I - 4. ALL OUTLETS TO BE LOCATED IN I I I I I-�I , I I I I I I 1 I , H BASE MOULDING HORIZONTALLY. erry i ------ Existing O 5. ALL SWITCHES ARE TO BE ON DIMMERS. -- - - HH H I I ° Stella I I 11 H____ Be rm. #3 HH j i 1- HH � i i i i H-----� .� I (� i i 1 -----r-s--- ---��--- ---r r---- ----LT--- ------ ) ' H FO TV VERIFY FO " i H - H - - EXACT T WITH HEIGHT I --- --Oown-- -—-—-—-—-—- l neW I Mallas I -------- --- !�' ne10 t Rel a d I - I EF Bat 4 420 Summit Drive I I TO fireplace —'� �--� Mattituck, NY . I , I Jurisdiction i ! , Town of Southold , Suffolk County , ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Drawn By: SEG Y 5 rER �) M.P. j�1cM A E1, Checked By: A I Z 0 Second Floor Electrical Plan M.A.M. 10 Job No. x, 86 Y F � plan north 2013 i nRK Sheet Title Electrics Plan - Second Floor Sheet Number: 9N�(s q� ABBREVIATIONS AND LEGEND SHEET INDEX VF PLACARD CODE DATA BUILDING DATA Sheet No. Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, *2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN ACQ ALKALINE COPPER QUATERNARY IN INCH (ES) SAB SOUND ATTENUATION BLANKET PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER TILE INT INTERIOR SEC SECTION C-1 Code Data Building Data *ENERGY CONSERVATION : 2020 RCNYS ACOUSTICAL Existing r ACO I Proposed osed CONSTRUCTION N RESIDENTIAL STRUCTURES RE Floor AC T C RES T S UC U S oo Level g p Total ALUMINUM INV INVERT S.F. SQUARE FEET (In accordance with Title 19 NYCRR PART 1265) T . AL Scope of Work STRUCTURAL & LATERAL DESIGN : 2020 RCNYS ALT ALTERNATE JT JOINT SIM SIMILAR p TO: Town of Southold 737 sq.ft. 57 sq.ft. AFF ABOVE FINISHED FLOOR KIT KITCHEN SPR SPRINKLER (HEAD) *PLUMBING : 2020 RCNYS First Floor Level 1,304 sq.ft. ABOVE SUBFLOOR LAV LAVATORY SQ SQUARE Lot Description OWNER OF PROPERTY: Perry and Stella Mallas (to be renovated) (addition) ASF *ELECTRICAL : 2017 NEC, NFPA 70-2017 & 2020 RCNYS ALUMINUM SADDLE LVL LAMINATED VENEER LUMBER SS STAINLESS STEEL SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 510 s ft. MA.S. Vicinity Map � q• i C h �a ED� I A.P.B. ANTHONY POWER BEAM L.C. LINEN CLOSET STC SOUND TRANSMISSION CONTROL 420 Summit Drive, Mattituck, NY *MECHANICAL : 2020 RCNYS (garage conversion) B.C. BRICK COURSE(S) L.C.C. LEAD COATED COPPER STD STANDARD G-1 Building Code Minimum Standards SCTM# 1000-106-02-08 BD BOARD MAX MAXIMUM STL STEEL •TOWN OF SOUTHOLD ' M .'ra C r i n .-a BOT BOTTOM MIN MINIMUM SD SMOKE DETECTOR a G-2 Insulation Schedule / Details PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): Second Floor Level 1,939 sq.ft. 157 sq.ft. 2,096 sq.ft. BLDG BUILDING MO MASONRY OPENING T.C. TOP OF CURB Energy Conservation Notes ❑ New Residential Structure (to be renovated)0jok rC h i e Ct B.W. BOTTOM OF WALL MRB MARBLE TEL TELEPHONE ❑ Addition to ExistingResidential Structure CEMENT BACKER BOARD M.S. MARBLE SADDLE THK THICK NESS USE: Single Family Detached Residential CBB ( ) G-3 Plumbing Riser Diagram ❑ Rehabilitation to Existing Residential Structure Q 21 Main Street Stony Brook NY 11790 CL CLOSET MTL METAL T.O.S. TOP OF SLAB CONSTRUCTION: Wood Frame Platform (un-sprinklered) >r y CLG CEILING MFR. MANUFACTURER TP. TOILET PAPER Interior Details TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT 0 Totals 2,676 sq.ft. 724 sq.ft. F3,400 sq.ft. CLR CLEAR(ANCE) N/A NOT APPLICABLE TPF TEXTURED PAINT FINISH PROPERTY REFERENCE ABOVE WILL UTILIZE ENERGY CODE COMPLIANCE METHOD IL phone. 631 686-6585 COL COLUMN NIC NOT IN CONTRACT T.S.P. TEXTURED SPRAY PAINT Exterior Specifications (check each applicable line): fax. 631 686-6786 CONC CONCRETE NOM NOMINAL TX TOILET EXHAUST Window Details ❑ Truss Type Construction(TT) These plans have been prepared as per section Attached Garage 510 sq.ft. (to be email. MMacrina@optonline.net CONT CONTINUOUS NR NOT REQUIRED TXF TOILET EXHAUST FAN converted to 0 sq.ft. web. MMArchitectAIA.com ❑ Pre-Engineered Wood Construction (PVV) N1 102.1 .5 - Total UA Alternative Path by living space)CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE TV TELEVISION Al . 1 Demo First Floor Plan g P ) CT CERAMIC TILE OC ON CENTER(S) TYP TYPICAL ❑ Timber Construction(TC) utilizing REScheck-Web Software These plans are pe instrument c service and are � the exclusive property of the architect. CS CORRIDOR SUPPLY OCC. OCCUPANT(S) TEMP TEMPERED A1 .2 Demo Sec. Floor Plan / Elevations (see attached REScheck Calculations) o Infringements of the concepts and design ideas CEILING JOIST OH OVERHANG TECO JOIST HANGER IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): a) Detached Garage 950 sq.ft. 950 sq.ft. presented on these drawings shall be prosecuted C.J. A2. 1 First Floor Plan ❑ Floor Framing, Contractor to coordinate and schedule all required inspections with to the fullest extent of the law. Copyright 2019: CANTILEVER PART. PARTITION T.W. TOP Or WALL g, Including Girders and Beams(F) Michael Macrina Architect c All rights reserved, CANT third party testing agency. Q> Covered Porch 456 sq.ft. 456 sq.ft. no ' p 9 CARBON MONOXIDE DETECTOR P.C. POURED CONCRETE U.O.N. UNLESS OTHERWISE NOTED A2.2 a q. part of the plans may be reproduced without CMD Second Floor Plan ❑ Roof Framing(R) -Air seal inspection (if required) the expressed written consent of the architect. DIA DIAMETER P.L. PROPERTY LINE VB VINYL BASE 0 Floor Framing and Roof Framing(FR) - Insulation inspection DIM DIMENSION P.T. PRESSURE TREATED VCJ VERTICAL CONTROL JOINT A2.3 Garage Plan - HVAC duct leakage inspection (if required) Screened Porch 263 sq.ft. 263 sq.ft. DR DOOR PT-EGS PAINT, EGGSHELL SHEEN VCT VINYL COMPOSITION FLOOR TILE SIGNATURE: DATE: final blower door test is not required for this project DrawingStatus DTL DETAIL PT-FL PAINT, FLAT SHEEN VIF VERIFY IN FIELD Garage Loft Plan PRINT NAME: Michael Macrina Architect, pc q p AREA DIAGRAM / CLASSIFICATION DWG DRAWING PT-SG PAINT, SEMI-GLOSS SHEEN VWC VINYL WALL COVERING A3. 1 Foundation Plan CAPACITY(Check One): ❑ Owner © Owner's Representative DN. DOWN PKT POCKET WC WATER CLOSET Climatic & Geographic Design Criteria : Table R301.2(1) D.F.U. DRAINAGE FIXTURE UNITS P.S. PEDESTAL SINK WD WOOD Foundation Plan Details EA EACH QT QUARRY TILE WR WATER RESISTANT �- 6" DIAMETER 20 psf ' A3.2 Ground Snow Load: P - - EL ELEVATION RAID RADIUS ZR ZONING RESOLUTION First Floor Structural Plan 1 { h EQ EQUAL REQ'D REQUIRED Speed: 130 mph ultimate wind speed 1 ' EX EXISTING REV REVISION(S), REVISED A3.3 Second Floor Structural Plan (127 mph actual as per ASCE 7-16) _ } EXH EXHAUST RM ROOM �..".... 4 c 0 A3.4 Roof Framing Plan REFLECTIVE RED REFLECTIVE WHITE C7 Topographic Effects: No N /°" n h u C I n EXT EXTERIOR R.J. ROUGH JAMB Ar Vk C F,� �► EF EXHAUST FAN R.C.N.Y.S. RESIDENTIAL CODE OF PANTONE#187N I.If X EW EGRESS WINDOW NEW YORK STATE A3.eJ Garage Foundation Plan ` � Wind Exposure Category: B L FAI FRESH AIR INTAKE, R•R• ROOF RAFTER Foundation Plan Details Seismic Design Category: B - FC. FIRE CODE R/R REMOVE & REPLACE Special Wind Region No 0 U FD FLOOR DRAIN A3.6 Garage Structural Plan ' Wind Borne Debris Zone Yes FIN FINISHED) Garage Attic Structural Plan o FLR FLOORING) g: Severe Dates o Weathering: FPSC FIRE PROOF SELF-CLOSING Garage Roof Plan N FT FOOT(FEET) Frost Line Depth: Winches F.J. FLOOR JOIST A4. 1 Front House Elevations U' Termite: Moderate to Heavy 4/23/21 Issued for Construction FTG. FOOTING Proposed 9/1/22 Issued for Construction GA GAGE, GAUGE Right Side House Elevations `= H Winter Design Temperature 11° F Crawl Space GALV GALVANIZED ° Conversion to 11/10/22 As per Town Comments Rear House Elevations '� � Ice Barrier Underlayment Required Yes for Valley's& Eave Perimeters GFI GROUND FAULT INTERRUPT 4•2 The construction type '� 1/2" Unfinished Cellar 2/16/24 Garage Plans GL GLASS Left Side House Elevations designation shell be"I", Flood Hazards N/A °lu°,"Iv°or°v��to Proposed STROKE p 3/7/24 Issued for Construction GWB GYPSUM WALL BOARD indicate the construction Air Freezing Index 618 Unexcavated GYP. BD. GYPSUM BOARD A4,3 Garage Elevations classification of the (Updated Design) -- 'GP' GEORGIA-PACIFIC structure under section DESIGNATION FOR STRUCTURAL Mean Annual Temp. 52.10 F G House Building Sections 602 of the BCNYS COMPONENTS THAT ARE OF HC HOLLOW CORE `�' 1 g TRUSS TYPE CONSTRUCTION Component and Cladding Loads: Table R301.2 2 u? Proposed Proposed �x.r.M.�.....,,.,,.•_.w_,...y�„.... ..,, p g ( ) P Stairs to grade Proposed HDW HARDWARE > Unexcavated HM HOLLOW METAL A5.2 Garage Budding Sections t "F ZONE 4 18.2 -19.0 0 FLOOR CONSTRUCTION,INCLUDING HOR HORIZONTAL Exterior Details GIRDERS AND BEAMS p -J Detached HP HIGH POINT :<7 `Y' 0 Garage R ROOF FRAMING Strapping Details A ; i I ZONE 5 18.2 -24.0 o y wsw� (95a) i_j . ,I g ., 0 ExistingHR HOUR(S) A6. 1 pp g i;E:x �m„ � FR FLOOR AND ROOF FRAMING ZONE 1 16.7 -18.0 � Living Space rCNo. Date Description HT HEIGHT ,AN! ,.i N HD HEAD Nailing Schedule ^ o 4« (737 s.f.) c� ZONE 2 16.7 -21.0 N d�vs)e11 IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, L classification: 1, HVAC HEATINGNENTILATING/ N alterations level II as Project Framing Details PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, 510•s. . AIR CONDITIONING ZONE 3 16.7 -21.0 per sect. AJ5&AJ6 ( x THE CONTRACTOR IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED r Utility Protection Detail TO THE EXTERIOR ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR S�! ZONE 1 10.5 -16.0 Proposed MATERIALS E-1 First Floor Electrical Plan PART 1265. IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE, CONTACT o 2 0 THE AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER o �, ZONE 2 10.5 -29.0 E-2 Second Floor Electrical Plan LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. WIq [ ZONE 3 10.5 -43.0 Proposed Proposed Addition a n d E-3 Garage Electrical Plan Covered Porch First Floor Addition ZONE 1 10.0 -18.0 (456 s.f.) Classifica ton: Additions Renovation BRICK VENEER IIIEARTH CALL BEFORE YOU DIG � ZONE 2 10.0 -30.0 as per sect. AJ8 CONCRETE MASONRY UNIT INSULATION (THERMAL) cli o ZONE 3 10.0 -46.0 For STEEL 'PVC' or COMPOSITE MATERIAL r=. * Zone Diagrams: k ;; 6 .�� g - Proposed 2 Screened ROUGH WOOD RIGID INSULATION ' Perry Electric Power tines 2 Porch Proposed / t .. s 2 3 (263 s.f.) Landing . ...,:. . ,oil,car Steam 4 �-- CONCRETE FINISH WOOD 5 3 t °` 5 Proposed Gas & Stella Communication tines,CATV P Proposed tabs to grade PLYWOOD GYPSUM BOARD Potable Water 4 _ 3 -4 a 3 4 > Landin Mallas. " Reci7ftne�d 1d11:tter,Irriatic►rt,Starry JProposedL'14,�'r�s endt7rlrt Llncs Gable Interior 5 Unfinished Attic Nnov�mars elow, -�- ^� Temporary 5u Markings Wall Zone 0 Callbefaregattsfi iF . . ,, ry Y Edge c Perimeter 0 Existing 420 Summit Drive LLJ Proposed Excavation Zone � Zone lk D- Living Space Mattituck NY SYMBOLS ( ssifi s.f.) MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS; Table R301.5 0 classification: 0 alterations level II as U VICINITY MAP USE LIVE LOAD DEAD LOAD � per sect. AJ5&AJ6 Jurisdiction NEW FRAMED WALL detail Exterior Balconies and decks 40 psf 10 psf Proposed ZONING ANALYSIS Town of Southold 2 number Second Floor Addition A4 OR I detail z DETAIL Fire Escapes 40 psf 10 psf Classification:n: EXISTING FRAMED WALL larea A4 ) Suffolk County Passenger Vehicle Garages 50 psf as per plan sheet I I Additions as per sect. AJ8 FRAMED TIMBERSTRAND WALL number Zone: R-40 Lot Coverage Calculations Unhabitable ATTICS without Storage 10 psf 10 psf Lot Area=23,340 s.f.(.536 acres) max. allowed lot coverage= Unhabitable ATTICS with Storage 20 psf 10 psf - Drawn By : REVISION CLOUD lot area x 20% Habitable ATTICS and ATTICS SCOPE O F WORK M.P. Min. Required =40,000 s.f. ° 30 psf 15 psf DOORC 23,340 s.f. x 20/o served with fixed stairs _ =4,668 s.f. Checked By STRUCTURAL BEAM Yards: ROOMS other than sleeping rooms 40 psf 15 psf y k======i I WINDOW Required: Renovate Existingtwo story wood frame residence M.A.M. Front=50 ft house= 1,968 s.f. c` Sleeping Rooms 30 psf 15 psf rY JOISTS / RAFTERS Side = 15 ft(min.) garage= 760 s.f. Stairs 40 psf 10 psf Job No. 211 WINDOW/ EXT. DOOR NUMBER Side =35 ft(total) covered porch =417 s.f. P P Proposed first floor addition two-digit (see schedule) Rear= 50ft screened porch = 263 s.f. a: t : r Guards and Handrails 200 psf lateral 2013 2 pool =42o s.f. F'roposed garage conversion to living space identification REVISION NUMBER �t20wtJt`wii [fir. number P��altittiuk �1° ll " Guard in-fill components 50 psf floor level Sheet Title JR 4,668 s.f. > 3,828 s.f. (conforms) Proposed covered porch 10 INTERIOR DOOR NUMBER SMOKE DETECTOR (allowed) Rooms 30 psf 15 psf (proposed) o Cover Sheet ALLOWABLE DEFLECTION: Table R301.7 door (see interior drawings) 2E--horizontal ROOF PITCH Proposed crawl space conversion to unfinished cellar number �6f-vertical Structural Member Allowable Deflection Scope of Work ork 211 _ ..___._..... ......._..__. ABOVE / BELOW/ HIDDEN ,{; Proposed second floor addition '�:two-digit ROOM NUMBER Rafters having slopes greater than 3/12 with no L/180 Project Data identification (see schedule) Cr c(,t r r r:r finished ceiling attached to rafters. floor level - - - - CENTERLINE Proposed screened porch Interior Walls and Partitions H/180 LOT DESCRIPTION ELEVATION MARKER _ _ _ _ DRAFTSTOPPING i.W: .> ' Floors and Plastered ceilings L/360 Proposed landings LOT#80 All other Structural Members L/240 Proposed detached garage BI PLAN KEY 2 elevation number Exterior walls with plaster or stucco finish H/3so p g g Sheet Number : see Ian key notes, same sht. ( P Y ) 1 A7.1 3 INTERIOR ELEVATION SECTION / BLOCK/ LOT : 1000 - 106 - 02 - 08 Exterior Walls - wind loads° with brittle finishes H/240 Proposed HVAC work 4 sheet number section number a A SECTION TOTAL LOT AREA - Exterior Walls - wind loads with flexible finishes H/120 23,340 sf .536 acres A-5 ( ) Lintels Supporting Masonry Veneer Walls L/600 Proposed Electrical work sheet number ZONING DISTRICT: R-40 ?+/9iii Rood Note : L=Span Length, H=Span Height Proposed Plumbing Work for renovation GENERAL CONDITIONS CONCRETE GLAZING DRYWALL 1. All work shall conform to the codes listed on the cover sheet. 1. Foundation walls are to be a minimum of 3,000 psi, unless noted 18. PARTITIONS Fireblocking Materials: 1. Hazardous locations. The following shall be considered BATHROOM WALLS &CEILINGS: 1/2" mold& moisture resistant Equipment Sizing. Heating and cooling equipment shall be sized in accordance with All codes shall supercede the drawings and shall be incorporated into otherwise on plans. a. 2"x nominal lumber, or two thicknesses specific hazardous locations for the purposes of glazing: gypsum board with one coat of with ACCA Manual S based on building loads calculated in accordance with ACCA b. Two thicknesses of 1" ,! ._ the drawings,whether they are indicated on the plans or not. GENERAL a. Glazing in fixed and operable panels of swinging, sliding door tape and three coats of spackle rr x nominal lumber with broken lap joints J or other approved heating and cooling calculation methodologies.New or 2. All concrete work shall comply with the requirements of the American a. All framed walls are to be 2"x4"or 2"x6"wood studs at 16"oc and bifold door. replacement heating and cooling equipment shall have an efficiency rating equal to 'y 2. Contractor shall check and verify all dimensions, rotes and conditions Concrete Institute(ACI)and the 2020 RCNYS. unless noted otherwise on plans. c. One thickness of 23/32"wood structural with joints backed up by SHOWER WALLS & CEILINGS: 1/2 cement board �°" at the site before any construction work is started. The Contractor shall plan dimensions indicate the following stud sizes: 23/32"wood structural panels. b. Glazing in storm doors. with one coat fiberglass tape or greater than the minimum required by federal law for the geographic location I. notify the Architect of any discrepancies or conflicts in the drawings 3. All concrete shall be air-entrained. Total air content(percent by volume 1-1/2" 2"x4"on the flat d. One thickness of 3/4" particleboard with joints packed by 3/4" and one coat of thinset where the equipment is installed. and/or field conditions before starting the work. The discovery of of concrete)shall not be less thasn 5%or more than 7%. 2-1/2" 2"xY stud at 16"oc c. Glazing in all unframed swinging doors. particleboard. Manual J&S is required for any new or replaced heating or cooling equipment discrepancies after beginning the work shall be the full responsibility 3-1/2" 2"x4' stud at 16"oc GARAGE WALLS&CEILINGS: 5/8"type-x gypsum board ` h --a E�h, I of the Contractor to correct. 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be 5-1/2" 2"x6"stud at 16"oc e. 1/2"gypsum board d. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, where noted on plans with one coat of tape and M i C, a minimum of 3,500 psi. f. steam rooms, bathtubs and showers. Glazing in any part of a three coats of spackle 3. Contractor shall report any discrepancies in plans and details to the b. Splices of the top and bottom portion of the double top plate must 1/4"cement based millboard building wall enclosing these compartments where the bottom E LECTR I CAL Owner and/or Architect at once. Demolition or excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed be staggered as minimum of 24". g. Batts or blankets of mineral wool to be securely retained in place exposed edge of the glazing is less than 60 inches measured BOILER ROOMS/CLOSETS 5/8"type-x gypsum board KA � C r ii n .,a conditions other than those assumed on the construction drawings. one-fifth the narrowest distance between forms or three-fourths the vertically above any standing or walking surface. with one coat of tape and 1. All electrical work shall conform to rules and regulations of the It is the responsibility of the contractor to notify the Architect and/or clear spacing between reinforcing bars or between as bar and the side c. Joints in top plates need not to occur over studs. FIRE PROTECTION OF FLOORS three coats of spackle 2017 National Electric Code, NFPA 70-2017 and the 2020 � �� h ii tE) �� Owner immediately if the occurs. of the form. e. Glazing in an individual fixed or operable panel adjacent to a door Residential Code of NYS. d. Lap top plates at corners and intersections. 1. All floor assemblies are to be fire-resistance rated with a minimum of 1/2" shall be considered to be a hazardous location where the bottom BASEMENT WALLS&CEILINGS 1/2" mold & moisture resistant 2 The Electrical equipment and wiringshall be installed in accordance 4. Contractor shall locate &stake out all existing underground utilities 6. Forms shall be made of wood, steel, aluminum, plastic, a composite of Any top plates that are cut to fit ductwork, headers, pipes, etc. shall gypsum wall board membrane,5/8"wood structural panel membrane or exposed edge of the glazing is less than 60 inches above the floor gypsum board with one coat of with chapters 34 thru 43 of the 2020 Residential Code of NYS. 21 Main Street Stony Brook NY 11790 prior to any excavation.Any utilities shown on the plans are an cement and foam insulation, or other approved material suitable for be strapped with a metal strap as specified on plans. equivalent on the underside of the floor framing member. Penetrations or walking surface and it meets either of the following conditions: tape and three coats of spackle approximate location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient equivalent on the underside electrical outlets, lighting,devices, luminaires, 3. Electrical work to be Fire Underwriter's inspected and approved. strength to contain concrete during the concrete placement operation. e. Plates shall not be less than 2"x nominal thickness. wires, speakers, drainage,piping and similar openings or penetrations e.1 Where the glazing is within 24 inches of either side of the TYPICAL (all other areas) 1/2"gypsum board with one 4. All electrical outlets in"wet"areas to be round fault interrupter phone. 631 686-6585 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel, solid plastic, foam plastic, or other suitable shall be permitted. door in the plane of the door in a closed position. coat of tape and three coats g P with the authorities havingurisdiction, material capable of resisting the forces created b fluid pressure of f. Notching: An stud in an exterior wall or bearing partition shall be of spackle (G.F.I.)type. fax. 631 686-6786 p 9 Y P 9 Y 9 P freshly poured concrete. permitted to be cut or notched to a depth not exceeding 25%it's width. Exceptions: e.2 Where the glazing is on a wall perpendicular to the plane of 5. Working clearance d email. MMacrina@otonline.netimensions around electrical panel to be a MMacrina@optonline.net Contractor shall be responsible for obtaining all required paperwork Studs in non-bearing partitions shall be permitted to be notched to a. Floor assemblies located directly over a space protected by an the door in a closed position and within 24 inches of the minimum of 36"deep x 30"wide x 6-6" high. web. MMArchitectAIA.com from their subcontractors as required by the authority having jurisdiciton. 7. Do not pour in temperatures less than 40 degree weather, nor when a depth not to exceed 40%of a single stud width. Refer to details automatic sprinkler system in accordance with Section P2904, hinge side of an in-swinging door. FLASHING / SEALANTS / TAPES 6. All electrical work to be performed b a local license ES p y d electrician. These Ions are an Instrument of service and are The Contractor shall obtain and deliver to the Owner the certificate of freezing conditions are expected in less than 24 hours. for excessive notching studs. NFPA 13D, or other approved equivalent sprinkler system. p the exclusive property of the architect. occupancy and/or certificate of compliance. b. Floor assemblies located directly P over a crawls ace not intended f. Glazing in an individual fixed or operable panel that meets all of 1. Contractor to provide metal or soft flashing where framing lumber is Ground-Fault Circuit-Interrupter Protection. Infringements of the concepts and design ideas 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or g. Drilling:Any stud shall be permitted to be bored or drilled, provided the following conditions shall be considered to be hazardous location: in contact with soil or concrete. presented on these drawings shall be prosecuted 7. Do not scale drawings. Written dimensions shall take precedence approved equal unless a different product is specified in the plans. that the diameter of the resulting hole is not more than 60%of the for storage or fuel-fired appliances. Locations. to the fullest extent of the law. Copyright 2019: over scale. Exterior foundation waterproofing system is to be installed from stud width, the edge of the hole is not more than 5/8"to the edge c. Portions of floor assemblies shall be permitted to be unprotected f.1 The exposed area of an individual pane is larger than 9 sf. 2. Contractor to provide continuous(coil) hidden metal flashing where 1. All bathroom receptacles are to have G.F.C.I. protection. Michael Macrina Architect, pc. All rights reserved, bottom of footingcontinuous) u to the finished grade line. of the stud, and the hole is not located in the same section as a cut where complyingwith the following: tops of level roofs intersect with vertical wall surfaces. See Ian for the part of the plans may en reproduced without Y P 9 g� P P 2.All garage&accessory building receptacles are to have G.F.C.I.protection. the expressed written consent of the architect. 8. Any deviation from the Architect's drawings must be discussed with or notch. Studs located in exterior walls or bearing partitions drilled f.2 The bottom edge of the glazing is less than 18 inches above metal specification. 0 o c.1 The aggregate area of the unprotected portions does not exceed 3. All outdoor receptacles are to have G.F.C.I. protection. the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. over 40/o and up to 60/o dhall be doubled with not more than two the floor. p p tection. 80 square feet per story. successive doubled studs bored. Refef to details for excessive 3. Contractor to provide metal step flashing around all chimneys, skylights 4. All crawl space receptacles are to have G.F.C.I. protection. Drawing Status 9. Contractor shall be responsible for adequately bracing and protecting 10. Contractor shall provide and install all cast in place anchor bolts, hold drilling of boring of studs. c.2 Fireblocking in accordance with Section R302.11.1 installed along 0The top edge of the glazing is more than 36 inches above the and where sides of sloped roofs intersect with vertical wall surfaces. g 5.All unfinished basements receptacles are to have G.F.C.I. protection. all work during construction against damage, breakage, collapse, down straps, basement sashes, crawl space vents, etc. as per plans. the perimeter of the unprotected portion to seperate the unprotected floor; and All metal flashing shall extend up vertically a minimum of 4"from the distortion and misalignment according to applicable codes, standards In. Fire Blocking as required portion from the remainder of the floor assembly. roof surface. See plans for metal specificaiton. 6. All kitchen receptacles that serve countertop surfaces shall have and good practice. f.4 One or more walking surfaces are within 36 inches measured G.F.C.I. protection. 9 P d.Wood floor assemblies using dimension lumber or structural composite Bearing Walls: horizontally and in a straight line, of the glazing. 4. Contractor to provide metal cap flashing over all windows and exterior STRUCTURAL STEEL lumber equal to or greater than 2-inch by 10-inch nominal dimension, 7. All laundry, utility and bar sink receptacles that are located within Eft. 10. All work shall be performed in a first class manner with all new materials. a. Partitions must be constructed of minimum 2"x4"studs spaced at doors. See plans for metal specification. or other approved floor assemblies demonstrating equivalent fire of the outside edge of the sink are to have G.F.C.I. protection. The Contractor shall provide all equipment, labor and materials 1. All structural steel shapes shall have the following properties: 16"oc of type of lumber specified unless otherwise noted on plans. g. Glazing in guards and railings, including structural baluster panels 9 P performance. Issued foi necessary for the proper execution and timely completion of the work. Wide Flange ASTM A992 Fy=50 ksi and nonstructural in-fill panels, regardless of area or height above 5. Contractor to provide copper step flashing for all masonry chimney to 8. Electrically heated floors, hydromassage bathtub, spa and hot tub The Contractor shall be responsible for all materials and equipment Angles&Channels ASTM A36 Fy=36 ksi b. If a double top plate of less than(2)2"x is used, floorjoists shall be a walking surface shall be considered to be a hazardous location. roof intersections. The flashing is to extend vertically up against the locations are to have G.F.C.I. protection. stored at the job site. Plates ASTM A36 Fy=36 ksi centered directly over bearing wall studs below with a tolerance of 2. Combustible Insulation Clearance chimney a minimum of 4"and let-into horizontal masonry joints 4". IF t Hollow Structural Shapes ASTM A500 GR B Fy=50 ksi no more than 1". Combustible insulation shall be seperated not less than 3 inches from In Glazing in walls, enclosures or fences containing or facing hot tubs, 9. All receptacles within 6 feet of the outside edge of a bathtub or 11. The Contractor shall have the building department approved plans and recessed luminaires, fan motors and other heat-producing devices. spa's,whirlpools, saunas,steam rooms, bathtubs,showers and indoor or 6. Flash, caulk and seal all junctions of new roofs, walls and shower stall are to have G.F.C.I protection. CLomstructiOm- any other approved plans and permits on the job site throughout the 2. All bolts are to be 3/4"dia. conforming to ASTM A325, type X. c. Interior bearing stud walls must be sheathed with a minimum of outdoor swimming pools where the bottom exposed edge of the glazing is penetrations, to form a watertight assembly. entire project. Install each bolt with a hardened washer under the nut or head, 1/2"gypsum board fastened as per nailing schedule with required Exceptions less than 60 inches measured vertically above any standing or walking Arc-Fault Circuit-Interrupter Protection. whichever is turned for tightening. fire blocking. Where heat-producing devices are listed for lesser clearances, surface shall be considered to be a hazardous location. This shall 7. Spaces to be caulked shall be clean and dry,joints more than 3/4" 12. All Contractors and Subcontractors shall be licensed and insured. combustible insulation complying with the listing requirements shall be apply to a single glazing and each pane in multiple glazing. deep shall be solidly filled with a neoprene rope or backer rod. Locations. 3. All structural steel exposed to the weather shall be hot-dipped galvanized d. All interior load bearing walls and exterior walls shall have 2"x cross separated in accordance with the conditions stipulated in the listing. 1. All branch circuits that supply 120-volt, single-phase, 15&20 amp 13. The Architect is not responsible for construction means, methods, after fabrication conforming to ASTM A123&A153. blocking of similar width at stud midspan. Exception: 8. All caulked joints shall ber full continuous,waterproof, neatly wiped outlets installed in kitchens,family rooms, dining rooms, living rooms, techniques, sequences, procedures or for the safety precautions and WINDOWS / EXTERIOR DOORS Glazing that is more than 60 inches measured horizontally off or pointed and tooled where exposed to view. parlors, libraries,dens, bedrooms,sunrooms, recreation rooms, closets, programs in connection with this project. 4. All welding shall conform to AWS code D1.1 Structural Welding Code' Nailing: and in a straight line,from the waters edge of a bathtub, hot tub, hallways, laundry areas and similar rooms or areas shall be protected by for steel, latest edition. a. All nailing shall comply with the latest fastener schedule shown on 1. All exterior windows and doors shall be designed to resist the spa, whirpool or swimming pool or from the edge of a shower, 9. All windows and exterior door flanges are to be taped with a'Tyvek' a combination type arc-fault circuit interrupter installed to provide Dates : 14. Contractor to follow all manufacturer's specifications, recommendations the plans. component and cladding wind loads specified on the cover sheet. sauna or steam room. or approved equal flashing tape. Jambs first then head over jamb tape. protection of the branch circuits. 4/23/21 Issued for Construction and installation details on all products used in this project. Contractor 5. All structural steel shall be given one shop coat of paint of not less than shall notify the Architect of any conflict between the plans and 2.0 mils dry film thickness conforming to steel structural painting Openings: 2. All exterior windows and sliding doors shall be tested by an approved i Glazing adjacent to stairs, landings and ramps where the bottom 10. All windows and exterior door flanges are to have a metal pan or a Single-and Multiple-Station Smoke Alarms. 9/1/22 Issued for Construction manufacturer's specifications, recommendations and installation council SSPC paint 2, 13 or 14. a. All framed openings in wall shall have a minimum of a single jack stud independent laboratory, and bear a label identifying manufacturer, exposed edge of the glazing is less than 36"above the lane of soft flashing an over the rough sill framing continuous) u each side. Const u n P P9 1 p rY� ty 9 p 9 9 9 P 9 p 9 9 Y P All smoke alarms shall be listed in accordance with UL 217 and details prior to installation of any products used in this project. plus a single king stud on each side of opening supporting a header performance characteristics and approved inspection agency to indicate the adjacent walking surface of stairways, landings between installed in accordance with the provisions of Section R314 of the 11/10/22 As per Town Comments Contractor shall be responsible for correction of any work that prevents if not specified otherwise on plans. compliance with AAMA/WDMA/CSA 101/I.S.2/A440. Exterior side-hinged flights of stairs and ramps shall be considered to be a 11. Penetrations around all pipes, vents, ducts, wires, etc. through ceiling P P P MASONRY 9 y q 2020 Residential Code of NYS and comply with the provisions 2/16/24 Garage the correct installation of a specified product noted on the ions. doors shall be tested and labeled as conforming to AAMA/WDMA/CSA hazardous location. and floor levels to be sealed with fire caulk-136 b Everkem ore equal Plans 19. BUILT-UP BEAMS 101/I.S.2/A440 or AMD 100. to meet ASTM 136 testing of NFPA 72. 15. The Contractor shall keep the job site clean, safe and free of debris. 1. Masonry shall be installed in running bond with PCL type M mortar. j. Glazing adjacent to the landing at the bottom of a stairway where Locations. (Section R314.3) 3/7/24 Issued for Construction 1. Built-up beams or joists formed by a multiple of 2"x dimensional 3. Garage doors shall be tested in accordance with either ASTM E 330 or the glazing is less than 36"above the landing and within a 60" (Updated Design) 16. These drawings are the property of the Architect and shall no be used 2. Grout for full routed units shall conform to PCLY type M mortar. lumber members shall be interconnected as follows: ANSI/DASMA 108,and shall meet the acceptance criteria of ANSI/DASMA 108. horizontal arc less less than 180 degrees from the bottom tread Single and multiple-station smoke alarms shall be installed in 9 P F Y Y 9 Yp p g VENTILATION the following locations: without his consent. Drawings shall not be used for issuing of a a. Members 12"and less in height: nosing shall be considered to be a hazardous location. building permit unless signed and sealed by Michael Macrina Architect, pc 3. All masonry walls shall have'Hohmann & Barnard'#120 Truss-Mesh Glue and nail with 2 rows of 16d nails at 12"oc staggered. 4. Window and glass door assemblies shall be anchored in accordance with the 1. MECHANICAL VENTILATION: 1. In each sleeping room. to be installed continuously at every other course unless specified published manufacturer's recommendations to achieve the design pressure Local exhaust and whole house mechanical ventilation systems are to 2. Outside of each separate sleeping area in the immediate in the plans. Truss mesh to be hot-dipped galvanized. b. Members greater than 9-1/4"in height or multiple 3"x members: specified. Substitute anchoring systems used for substrates not specified be designed in accordance with section M1505 of the 2020 RCNYS vicinity of the bedrooms. DEMOLITION NOTES FIREPLACES Through bolt with 1/2"diameter machine bolts at 24"oc by the fenestration manufacturer shall provide equal or greater anchoring 3. On each additional story of the dwelling, including basements 4. All lap splices for reinforcing bars in masonry walls shall be 48X staggered top& bottom, 1-1/2"from edges. performance as demonstrated by accepted engineering practice. 1. Masonry Fireplaces 2. RECIRCULATION OF AIR: and habitable attics but not including crawl spaces and uninhabitable 1. Prior to demolition, the Contractor shall have all utilities disconnected. bar diameter, unless noted otherwise on plans. Hearth Slab Thickness 4"min. thickness for hearth extension Exhaust air from bathrooms and toilet rooms shall not be recirculated attics. In dwellings or dwelling units with split levels and without such as but not limited to gas, electric, water, telephone, cable, etc. 2. Built-up beams or joists formed by a mutiple of engineered lumber 5. Emergency escape and rescue opening required: within a residence or circulated to another room and shall be exhausted an intervening door between the adjacent levels, a smoke alarm No. Date Description In addition, the Contractor shall obtain utility mark-out prior to members are to follow manufacturer specifications unless noted Unfinished basements, habitable attics and every sleeping room Hearth Extension 8"for fireplace opening less than 6 sq. ft. directly to the outdoors. Exhaust air from bathrooms, toilet rooms and installed on the upper level shall suffice for the adjacent lower commencing demolition or e,xcavation. ROUGH CARPENTRY on plans. where noted on floor plans shall have not less one operable (each side of open'g) 12"for fireplace opening greater than or kitchens shall not discharge into an attic, crawl space or other areas level provided that the lower level is less than one full story emergency escape and rescue opening. Where basements contain equal to 6 sq. ft. inside the building except for ductless range hoods. Project : Hearth Extension 16 2. Demolition work shall be done in strict conformance with local, state 1. Minimum header size to be (2)2"x6" unless noted otherwise on plan. 20. BOLTS IN WOOD FRAMING: one or more sleeping rooms, an emergency escape and rescue below the upper level. "for fireplace opening less than 6 sq. ft. 4. Smoke alarms shall be installed not less than 3 feet horizontally and federal regulations, including all permits and utility disconnects. opening shall be required in each sleeping room plus one in any 3. DOMESTIC COOKING EXHAUST: (front of opening) 20 for fireplace opening greater than or from the door or opening of a bathroom that contains a bathtub Proposed re2. All structural dimensional lumber to be doug fir#2 or better with a 1. All bolts in wood framing shall be standard machine bolts with common receation space. Emergency escape and rescue openings Domestic cooking exhaust equipment shall discharge to the outdoors3. The Contractor shall at all times provide protection against weather minimum Fb= 850 and E= 1.4xl06. No SPF lumber may be used standard washers. shall open directly into a public way, or to a yard or court that opens equal to 6 sq. ft. through a duct. The duct shall have a smooth interior surface, shall be shower unless this would prevent placement of a smoke alarm (rain,wind, storms, frost or heat)so as to maintain all work, materials, except for sills, plates and blocking. Southern Yellow Pine may be to a public way. Firebox Dimensions 20" min. firebox depth airtight, shall be equipped with a backdraft damper and shall be required by Section R314.3. equipment and fixtures free from damages. Repair any damage to used as a substitution for doug fir. 2. Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. independent of all other exhaust systems. Ducts serving domestic When more than one smoke alarm is required to be installed within an Addition a n d Exception: Thickness of 8"where firebrick lining is used q property of the Owner which is to remain in use. g Basements used only to house mechanical equipment Wall of Firebox 9 cooking exhaust equipment shall not terminate in an attic or crawl individual dwelling unit the alarm devices shall be interconnected in Distance from top 8 4. Contractor to provide all necessary temporary supports as may be " 3. All exterior lumber to be preservative treated 3. For sill plate anchors, see details on plans. space R e n O Vat I O n not exceeding a total floor area of 200 square feet. min. ace or areas inside the building. such a manner that the actuation of one alarm will activate all of the required to shore all existing structures prior to the installation of new 4. All lumber that is in contact with masonry/concrete is to be Lag Bolts: of opening to Throat Exception: alarms in the individual dwelling unit. The alarm shalll be clearly audible in structural elements. preservative treated. a. All lag bolts where specified on plans shall be of structural grade steel. 6. Operational constraints and opening control devices: Where installed in accordance with the manufacturer's instructions, all bedrooms over background noise levels with all intervening doors closed. Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys,tools or special knowledge. 2. Factory Built Gas&Wood Fireplaces and where mechanical or natural ventilation is otherwise provided, 5. All existing elements to remain shall be protected during demolition. 5. a minimum E= 1.9x10 on wood. Length of lag bolts shall be a minimum Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and b. Washers shall be placed undefr the head of the lag bolts bearing Factory-built fireplaces shall be listed and labeled and shall be installed listed and labeled ductless range hoods shall not be required to Combination Detectors. For s 2/3 depth of in accordance with the conditions of the listing, and shall be tested discharge to the outdoors.Window opening control devices complying with ASTM F 2090 shall be Combination smoke and carbon monoxide alarms shall be permitted 6. All existing ductwork, electrical components, etc. in areas to be members being bolted together. permitted for use on windows serving as a required emergency escape in accordance with UL 127. to be used in lieu of smoke alarms. Emergency escape and rescue openings shall demolished shall be protected and relocated as required according 6. SHEATHING/SUBFLOOR and rescue opening. 4. WHOLE HOUSE MECHANICAL VENTILATION SYSTEM: to field conditions. • Each plywood sheet shall bear the 'APA'trademark stamp. c. All bolts that in contact with preservative treated lumber or exposed have minimum dimensions as specified in this section. Hearth extensions of approved factory-built fireplaces shall be installed Unless specified otherwise by the HERS rater consultant, the whole Power Source. • All plywood end joints shall be staggered and butt along the to the exterior are to be hot-dipped galvanized or stainless steel, in accordance with the listingof the fireplace. The hearth extension house ventilations stem is permitted to utilize a bathroom exhaust The required smoke alarms shall receive their primary power from Perry P Y f gg g PP g 7. Minimum opening area: P y P the building wiring when such wiring is served from a commercial source 7. Contractor to provide dust-tight partitions between areas where center lines of framing members. shall be readily distinguishable from the surrounding floor area. fan to run at a continuous rate of 90 cfm as per table M1505.4.3(1) 9 9 9 , Emergency and escape rescue openings shall have a net clear and when rims power is interrupted, shall receive power from a demolition work is being performed and areas which are finished or • Nails shall be placed 3/8"minimum from the edge of the sheets. primary P p P & Stella opening of not less than 5.7 square feet. The net clear opening in use. The minimum nail penetration into framing members shall be 5. VENTED ATTICS: battery.Wiring shall be permanent and without a disconnecting switch FIRE BLOCKING / D RAFTSTO P P I N G dimensions required by this section shall be obtained by the normal 1-1/2"for 8d nails and 1-3/8"for 10d nails. operation of the emergency escape and rescue opening from the inside. INSULATION For air-permeable insulations in vented attics, a baffle shall be other than those required for overcurrent protection. Smoke alarms 1. DRAFTSTOPPING REQUIRED: installed adjacent to soffit and eave vents. Baffles shall maintain an shall be permitted to be battery operated when installed in buildings The net clear height opening shall be not less than 24 inches and the SUBFLOOR: 3/4" rated plywood (48/24) When there is usable space both above and below the concealed space 1. Foam Plastic(spray foam) insulation shall have a maximum flame opening equal or greater than the size of the vent. The baffle shall without commercial power. Mallas SITE WORK / EXCAVATION a lued & nailed to each jot f floor/ceilingssem I r ftst in shall be installed so that the net clear width shall be not less than 20 inches. s read index of 75 and a maximum of a smoke develo ed index of 450. extend over the to of the attic insulation. The baffle shall be P to b g joist o a a b y, d a opp g p p p Carbon Monoxide Alarms. Section 915 of the 202 Fir Code of 1. Contractor shall locate&strike out all existing underground utilities area of the concealed space does not exceed 1,000 sf. Exception: permitted to be any solid material. ( 0 Fire NYS) prior to any excavation.Any utilities shown on the plans are an EXTERIOR WALL SHEATHING: 1/2"exterior grade(CDX) plywood The draftstopping shall divide the concealed space into approximate Grade floor or below grade openings shall have a net clear 2. Foam Plastic(spray foam) insulation shall be separated from the Carbon monoxide alarms shall be installed in the following locations: 420 Summit Drive approximate location only and shall be verified by the Contractor. to be fastened to the studs as equal areas. Where the assembly is enclosed by a floor member opening of not less than 5 square feet. interior of a building by an approved thermal barrier of not less than Vent Clearance: 1. Carbon Monoxide are required on each level on which slee in Excavation shall not commence until utility mark-out is completed. per the nailing schedule and above and a ceiling membrane below, the draftstopping shall be 1/2"gypsum board, 23/32"wood structural panel or a material that Where eave or cornice vents are installed insulation a minimum of a P g Mattituck NY the braced wall plan provided in a floor/ceiling assemblies under the following circumstances: 8. Window Sill Height: is tested in accordance with and meets the acceptance criteria of 1"space shall be provided between the insulation and the roof spaces are located,within 10ft. of the sleeping area. 2. Excavate all areas as indicated in the drawings.All excavations shall Where a window is provided as the emergency escape and rescue both the Temperature Transmission Fire Test and the Integrity Fire sheathing at the location of the vent. More than one carbon monoxide alarm shall be provided where necessary to assure that no sleeping area a story be the minimum depths rerquired achieving clean undisturbed virgin ROOF SHEATHING: 1/2"exterior grade (CDX) plywood a. Ceiling is suspended under floor framing opening, it shall have a sill height of not more than 44 inches above Test of NFPA 275 such as'DC 315'or approved equal thermal barrier. Jurisdiction : soil with stable moisture content and non-shifting and non-shrinking to be fastened to the rafters as the floor;where the sill height is below grade, it shall be provided with 6. UNVENTED ATTICS: is more than 10ft. away from a carbon monoxide allaa rm. soil characteristics. The Contractor shall be responsible for notification per the nailing schedule b. Floor framing is constructed of truss-type open-web or a window well in accordance with Section R310.2.3. 3. Foam Plastic(spray foam) insulation used in attics&crawl spaces As per section R806.5 of the RCNYS 2. On any story where a fuel-fired appliances and equipment, of poor soil characteristics to the Architect and shall not proceed with perforated members. shall be protected against ignition using one of the following materials: solid-fuel burning appliances and equipment, Town of Southold the work until receiving instructions from the Architect. 7. All framed openings in floors, roofs and ceilings shall have a minimum 9. All exterior windows and doors are to have a maximum U-value of a. 1-1/2"thickness of mineral fiber insulation such as'Roxul'or equal HVAC fireplaces or attached garages are located. of a double header and trimmer unless noted otherwise on the plans. Draftstopping Materials: 0.35 and a maximum solar heat gain coefficient factor of 0.40. b. 1/4"thick wood structural panels Interconnection of Carbon Monoxide Alarms& Detectors: Suffolk County 3. The Architect has prepared the drawing and speifications with an Draftstopping materials shall not be less than 1/2"gypsum board c. 3/8"gypsum board Combustion Air assumed bearing capacity of 2,000 pounds per sq ft. and an assumed 8. All framing to be set plumb, level and accurately cut. or 3/8"wood panels. Draftstopping shall be installed parallel to the 10. FALL PROTECTION: d. 1/4"thick fiber cement board When more than one carbon monoxide alarm or detector is required to II In dwelling units where f h ill Soild Fuel soil characteristic of sand, silty sand, clayey sand, silty gravel and floor framing members. The integrity of all draftstopping sha be g the top o the s of an operable window opening be installed within an individual dwelling unit or sleeping area, the Burning appliances shall be provided with combustion air in accordance with the clayey gravel (SW, SP, SM, SC, GM and GC)unless a soil test analysis 9. All Joists and beams set flush with another beam shall be connected maintained. is located less than 24"above the finish floor and greater than 72" Ignition barrier is not required when the foam insulation has been alarm devices shall be interconnected in such a manner that the actuation Drawn By : has been performed as per table R401.4.1 of the 2020 RCNYS. with a metal joist hanger designed to match the size of the joist/beam above the finish grade or other surface below on the exterior of the tested in accordance with NFPA 286 such as'Quick-Shield 112'or appliance manufacturer's installation instructions.Oil-fire appliances shall be P P � g g � g be provided with combustion air in accordance with NFPA 31. of one alarm will activate all of the alarms in the individual unit. M.P. unless specified otherwise on plans. 2. FIRE BLOCKING REQUIRED: building, the operable window shall comply with one of following: approved equal. The alarm shall be clearly audible in all bedrooms over background noise 4. All excavations for concrete piers and footings shall be a minimum of Fire blocking shall be provided to cut off all concealed draft openings a. operable windows with openings that will not allow a 4" diameter Ducts levels with all intervening doors closed. 3 feet below finished grade unless noted otherwise on the plans. 10. Install double floor joists under all parallel walls above unless noted (both vertical and horizontal)and to form an effective fire barrier 4. Insulation to be as specified in the insulation schedule and details. Checked By: otherwise on plans. between stories and between a top story and the roof space. sphere to pass through the opening where the opening is on its Duct Insulation 5. All backfill shall be clean granular fill. Fire blocking shall be provided in wood frame construction in the largest opened position. 5. Insulate around all window&exterior door rough openings with a low All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 Equipment. M.A.M. 11. All joist hangers and fasteners that are in contact preservative treated following locations: b. operable windows that are provided with window fall prevention expansion foam insulation. All other ducts shall be insulated to a minimum of R-6. Carbon Monoxide alarms shall be listed, labeled as complying with 6. No backfill shall be permitted against concrete or masonry foundation lumber or exposed to the exterior shall be hot-dipped galvanized or devices that comply with ASTM F 2090. UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and Job No. a. In concealed spaces of stud walls and partitions, including furred Duct Sealing walls without floor framing or proper bracing as required to prevent stainless steel. p p g 6. Air Leakage labeled as complying with UL2075 and shall meet the sensitivity testing damage to foundation walls No backfill shall be permitted within a spaces and parallel rows of studs or staggered studs; as follows: c. operable windows that are provided with window opening control The buildingthermal envelope shall be constructed to limit air leakage All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall be 2013 g P P P gg devices that comply with ASTM F 2090.The window opening P g and alarm thresholds of UL2034 or CSA 6.19. Carbon Monoxide alarms, minimum of two weeks after pouring. The Contractor shall be 12. All shims under cellar/crawl space girders are to be steel shims. -vertically at the ceiling and floor levels. control device, after operation to release the control device The sealing methods between dissimilar materials shall allow for made substantially airtight by means of fastners,welds,tapes,mastics,gasketing detectors and alarm control units shall be installed in accordance responsible for any damage to concrete or masonry wall. - Horizontally at intervals not exceeding 10 ft. allowing the window to fully open, shall not reduce the net clear for differential expansion and contraction. Refer to the air barrier and or other approved closure systems. with the R.C.N.Y.S. and the manufacturers installation instructions. Sheet Title : 13. Wrap all wood girders that sit in a concrete or masonry beam pocket opening area of the window unit to less than the area required insulation installation schedule. 7. All grading to drain surface storm water away from foundation walls with soft flashing to prevent direct contact with the concrete/masonry. b. At all interconnections between concealed vertical and horizontal by section R310.2.1. Duct Support Power Source. at a minimum rate of 5% slope. spaces such as occur at soffit, drop ceilings and cove ceilings. 7. Insulation & Fenestration Requirement by Component Metal ducts shall be supported by 1/2"with 18 gauge metal straps or 12 gauge Carbon Monoxide alarms and detectors shall receive their primary power General Notes 14. No structural members shall be altered, omitted, notched, cut or Refer to insulation schedule/sections or details galvanized wire at intervals not exceeding 10 feet or other approved methods. from the building wiring,where such wiring is served from a commercial 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. relocated without prior approval by the Architect. c. In concealed spaces between stair stringers at the top and bottom of ATTIC / CRAWL SPACE ACCESS Nonmetallic ducts shall be supported in accordance with the manufacturer's source and shall be equipped with a battery backup system that the run. Enclosed spaces under stairs shall have walls. under-stair surface automatically provides power from one or more batteries when rims - Building i I d i n Code 9. Contractor to excavate all stepped footings as per plans and details. 15. When using dimensional lumber, there shall be not less than one line and any soffits protected on the enclosed side with a 1/2"gypsum board. 1. The Contractor shall provide attic access for any attic areas that exceed CLOTHES DRYER EXHAUST installation instructions. Y P P primary g of bridging at every 8 feet of span in floor, attic and flat roof framing. 30 sf, and have a vertical height of 30"or more. The rough framed Duct Separationpower is interrupted. Wiring shall be permanent and without a disconnecting switch other than those required for over current protection. Requirements The bridging shall consist of not less than 1"x3"lumber set diagonally d. At openings around vents, pipes, ducts, cables and wires at ceilings opening shall not be less than 22"x30"and shall be located in a hallway 1. To be installed as per section M1502 of the 2020 Residential g q P in each direction and double nailed at each end or equivalent pre-fab and floor level,with an approved material to resist the free passage or other readily accessible location. Where the access is located in a Code of NYS. Ducts shall be installed with at least u separation from the earth except where D RYWE L LS / SANITARY SYSTEM metal bracing. of flame and products of combustion. ceiling, minimum unobstructed headroom in the attic space shall be they meet the requirements for underground duct systems. Listings. 1. Drywells are to be located as per the drainage plan and shall consist 30" at some point above the access. 2. Clothes dryer exhaust system shall be discharged to the exterior. Carbon monoxide alarms shall be listed in accordance with UL 2034. of concrete leaching rings(size as per plans)with concrete cover. 16. Provide continuous blocking under all posts down to the foundation, e. Spaces between chimneys and floors and ceilings through which Ducts located in garages and ducts penetrating the walls or ceilings gausepge the dwelling from the garage shall be constructed of a minimim No.26 gauge sheet Drywells shall be set in clean sandy soil a minimum of 3ft above beam and/or column with similar post material as specified on plans. chimneys pass shall be fireblocked with noncombustible material 2. Access doors from conditioned spaces to unconditioned spaces such 3. Exhaust ducts shall have a smooth interior finish and be constructed Combination Alarms. round water. Drywells are to be wrapped with landscape fabric to secure) fastened in lace. The fireblockin of spaces between as attics and crawls aces shall be weatherstri ed and insulated to a of metal having a minimum thickness of 28 gage. The duct shall metal or other approved material and shall not have opening into garage. Sheet Number : 9 rY Pp P Y P 9 P P PP 9 9 9 Combination carbon monoxide/smoke alarms shall be an acceptable prevent soil intrusion. 17. Joists and rafters shall be limited to cuts and bored holes no deeper chimneys and wood joists, beams or headers shall be self-supporting level equivalent to the insulation on the surrounding surfaces. Access be 4" nominal in diameter. alternative to carbon monoxide alarms. Combination carbon monoxide/ than 1/6 the depth of the member and shall not be located in the middle or be placed on strips of metal laid across the spaces between shall be provided to all equipment that prevents damaging or compressing smoke alarms shall be listed in accordance with UL 2034 and UL 217. 2. Drywells are to be connected with a min. of 4"dia. PVC sewer pipe to 1/3 of the span. Notch depths of the ends at the member shall not exceed combustible material and the chimney. the insulation. A wood framed or equivalent baffle or retainer is required 4. The maximum length of a clothes dryer exhaust duct shall not exceed each downspout leader unless noted otherwise on plans. 114 the depth of the member. Holes bored into the joist shall not be closer to be provided when loose-fill insulation is installed,the purpose of which 35 ft. from the dryer location to the wall or roof termination. M than 2"to the top or bottom of the joist, and the diameter of the hole shall f. Fireblocking of cornices of a two family dwelling is required at the is to prevent the loose-fill from spilling into the living space when the attic The maximum length of the duct shall be reduced 2.5 ft. for each U_ 3. Proposed sanitary system is to be installed as per Suffolk County not exceed 1/3 the depth of the joist. There shall be no notches on the line of dwelling unit separation. access is opened, and to provide a permanent means of maintaining 45-degree bend and 5 ft. for each 90-degree bend. The maximum Department of Health Services code and as per approved permit. bottom side of the joists, beams and rafters. the installed R-Value of the loose fill insulation. length of the exhaust duct does not include the transition duct. Notes INSULATION SCHEDULE (thermal envelope) 9. Attic and Crawl Space Acces s Hatches and Doors. Access doors from 13.Utility Room Containing Fuel-Burning Appliances. Where open combustion air ducts Exception: A dict air leakage test shall not be required where ducts and House Component (R) Value Insulation Insulation Moisture Air Barrier Thickness Type Barrier Sealing ENERGY/ CONSERVATION Detail Remarks conditioned spaces to unconditioned spaces such as attics and crawl spaces provide combustion air to open combustion fuel-burning appliances, the appliances air handlers are located entirely within the building thermal envelope. I , shall be weatherstripped and insulated to a level equivalent to the insulation and combustion air opening shall be located outside the building thermal envelope Existing Floor system assembly BUILDING THERMAL ENVELOPE A written reportof the results of the test shall be signed by the party existing to remain !on the surrounding surfaces.Access shall be provided to all equipment that or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall conducting the test and provided to the code official. (2"x8"floor joists) prevents damaging or compressing the insulation.A wood-framed or be sealed and insulated in accordance with the envelope requirements of Table 1. These plans are designed to be in accordance with the 2020 P q (� New Concrete Slab Insulation � Rigid Board required Residential Code of NYS and the 2020 Energy Conservation equivalent baffle or retainer is required to be provided when loose-fill N1102.1.2,where the walls, floors and ceilings shall meet a minimum of the 19. Building framing cavities shall not be used as ducts or plenums. L R-10 2"x24' 9 q insulation is installed, the purpose of which is to prevent the loose-fill g g P for addition Construction Code of NYS for a climate zone of 4A. P P P basement wall R-value requirement. The door into the room shall be fully gasketed O Dow Tuff-R /� from spilling into the living space when the attic access is opened, and to and any water lines and ducts in the room insulated in accordance with Section 20. Mechanical System piping insulation shall be capable of carrying fluids above 105 F 0 2. The interior design temperatures used for heating and cooling load provide a permanent means of maintaining the installed R-Value of the N1103. The combustion air duct shall be insulated where it passes through or below 55°F with a minimum of R-3 insulation. _ New Floor system assembly R-30c 8" Fiberglass i C a e calculations shall be a maximum of 72°F for heating and a minimum loose-fill insulation. the conditioned space to a minimum of R-8. LL for addition Batts B of 75'F for cooling. 21. Lighting. Not less than 75 percent of the lamps in permanently installed lighting (2"x8"floor joists) 10,Air Leakage. The building thermal envelope shall be constructed to limit 14.Recessed Lighting. Recessed luminaires installed in the building thermal envelope co-a C; r n co-a 3. All materials, systems and equipment shall be installed in accordance with air leakage. The sealing methods between dissimilar materials shall allow fixtures shall be high-efficacy lamps or not less than 75 percent of the Perimeter rim joist around R-21 Closed Cell Yg 9 shall be sealed to limit air leakage between conditioned and unconditioned spaces. All 3" B the manufacturer's instructions and the 2020 Residential Code of NYS for differential expansion and contraction. Refer to the air barrier and recessed luminaires shall be IC-rated and labeled having an air leakage rate not permanently installed lighting fixtures shall contain only high-efficacy lamps. second floor 7 per 1" Spray Foam and the 2020 EnergyConservation Construction Code of NYS. insulation installation schedule. Exception:Low-voltage lighting. Cantilever floor over outside air R-42 Aillilrch iitEE� ct more than 2.0 cfm when tested in accordance with ASTM E 283 at a 1.57 psf 9 9 9� 6„ Closed Cell " S 4. Certificate: A permanent certificate shall be completed by the builder pressure differential.All recessed luminaires shall be sealed with a gasket or caulk 7 per 1 pray Foam 21 Main Street Stony Brook NY 11790 and posted on a wall in the space where the furnace is located, 11.Testing. The building or dwelling unit shall be tested and verified as having between the housing and the interior wall or ceiling covering. Typical Second Floor system Fiberglass a utilityroom or an approved location inside the building. 5-1/2 Batts PP 9� an air leakage rate of not exceeding three air changes per hour in Climate Zone Where located on an electrical panel, the certificate shall not 3 through 8. Testing shall be conducted in accordance with ASTM E 779 or ASTM 15.Programmable thermostat. The thermostat controlling the primary heating or cooling Recommended Testing Agency: phone. 631 686-6585 cover or obstruct the visibility,of the circuit directory label, service E 1827 and reported at a pressure of 0.2 inches w. 50 Pascals). Where required system of the dwelling unit shall be capable of controlling the heating and cooling Integrity Home Energy Assessments: 631 325-4006 Existing Exterior R-21 Closed Cell fax. 631 686-6786 P P 9� ( ) q Y 9 P 9 9 9 9 Y 9Y ( ) disconnect label or other required labels. The certificate shall list the by the code official, testing shall be conducted by an approved third party. A system on a daily schedule to maintain different temperatures set points at different Walls(2"x4") 7 per V 3 Spray Foam A email. MMacrina@optonline.net predominant R-values of insulation installed in or on ceiling/roof,walls written report of the results of the test shall be signed b the art conducting times of the day. This thermostat shall include the capability to set back or web. MMArchitectAIA.com P 9 Y party 9 Y P Y New Exterior R-21 T. Closed Cell foundation (slab, basement wall, crawl space wall and/or floor)and ducts the test and provided to the code official. Testing shall be performed at any time temporarily operate the system to maintain zone temperatures down to 55°F or up U) Walls(2"x4") 7 per 1" Spray Foam A/B These plans are an instrument of service and are outside conditioned spaces; 'Ll-factors for fenestration and the solar heat after creation of all penetrations of the building thermal envelope. to 85°F. The thermostat shall initially be programmed by the manufacturer with a the exclusive property of the architect. sin coefficient SHGC of fenestration, and the results from an required space around exterior window/ Infringements of the concepts and design ideas 9 ( ) Y q heating temperature set point no higher than 70°F and a cooling temperature set required duct system and building envelope air leakage testing done on the doorjambs q presented on these drawings shall p prosecuted During Testing: point no lower than 78°F. to the fullest extent of the law. Copyright 2019: building. Where there is more than one value for each component, the Over exterior wall plate ± R-35 Varies Closed Cell Michael Macrina Architect, pc. All rights reserved, 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not C/D no part of the plans may be reproduced without certificate shall list the value covering the largest area. The certificate 16.Duct Insulation. All supply ducts in unconditioned attics shall be insulated to a 6.5 per inch Spray Foam the expressed written consent of the architect. sealed, beyond the intended weatherstripping or other infiltration control measures. P shall list the types and efficiencies of heating, cooling and service water minimum of R-8. All other ducts shall be insulated to a minimum of R-6. First Floor Exterior wall adjacent to R-21 Closed Cell heatinge u invent. Where a as-fired unvented room heater, electric 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall 3° E q P 9 to foundation wall 7 per 1" Spray Foam furnace, or baseboard electric heater is installed in the residence, the be closed, but not sealed beyond intended infiltration control measures. 17.Duct Sealing. All ducts, air handlers and filter boxes shall be sealed. Joints and certificate shall list" as-fired unvented room heater , or e open." "electric furnace" 3. Interiror doors, if installed at the time of the test, shall b Drawing Status 9 seams shall be made substantially airtight by means of fastners,welds, tapes, "baseboard electric heater", as appropriate.An efficiency shall not be 4. Exterior door for continuous ventilation systems and heat recovery ventilators mastics, gasketing or other approved closure systems. rn Locate ceiling insulation in roof rafters c rafters for an unvented Closed Cell listed for gas-fired unvented room heaters, electric furnaces or electric shall be closed and sealed. conditioned attic(hot roof design) 7 per 1" 5 Spray Foam required C/D baseboard heaters. 5. Heating and cooling systems, if installed at the time of the test, shall be 18.Duct Testing. Ducts shall be pressure tested to determine air leakage by one of the U 7. turned off. following methods: Insulation and Fenestration Requirement by Component. Issued rRefer to insulation schedule. 6. Supply and return registers, if installed at the time of the test, shall be 1. Rough-in test: Total leakage shall be measured with a pressure differential of fully open. Window / Door Type 0.1 inch w.g. across the system, including the manufacturer's air handler Win Yp (U) Factor S.H.G.C. Remarks 8. Eave Baffle. For air-permeable insulations in vented attics, a baffle shall N 0 enclosure if installed at the time of the test. All registers shall be taped or L C Iw C ,I n be installed adjacent to soffit and eave vents. Baffles shall maintain an 12.Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers otherwise sealed during the test. opening equal or greater than the size of the vent. The baffle shall or doors, and outdoor combustion air.Where using tight-fitting doors on g 0 Double Hung Windows 0.30 0.30 extend over the top of the attic insulation. The baffle shall be permitted factory-built fireplaces listed and labeled in accordance with UL 127, the 2. Postconstruction test: Total leakage shall be measured with a pressure differential 0 to be any solid material. doors shall be tested and listed for the fireplace. Where using tight-fitting of 0.1 inch w.g. across the entire system, including the manufacturer's air 0 Casement Windows 0.30 0.30 doors on masonry fireplaces, the doors shall be listed and labeled in handler enclosure. Registers shall be taped or otherwise sealed during the test. 11%. accordance with UL 907. U) Awning Windows 0.30 0.30 0 Hinged Doors 0.30 0.30 '0 Dates C Sliding Doors 0.30 0.30 4/23/21 Issued for Construction TYPICAL INSULATION DETAILS Skylights N/A N/A 9/1/22 Issued for Construction 11/10/22 As per Town Comments ;} typical exterior wall {j Notes: 2/16/24 Garage Plans �{t' insulation ': ;:', - If Air Barrier Sealing is required, refer to air barrier& installation schedule below. 3/7/24 Issued for Construction (see insulation schedule) � �'�` 9 q (Updated Design) See Typical Insulation Details, same sheet }{WT typical siding typical exterior wall Air Barrier and Insulation Installation Schedule TableN1102.4.1.1 402.4.1.1 insulation ( ) second floor (see insulation schedule) ____._.,______ Component Air Barrier Criteria Insulation Installation Criteria A continuous air barrier shall be installed in the building Air- LNo. Date Description 9 envelo ermeable insulation shall not be used as a plywood sheathing e.P P sealing material. { ` General Requirements The exterior thermal envelope contains a continuous air barrier. �. Project typical rim insulation Breaks or joints in the air barrier shall be sealed. 1 24 }, {{` (see insulation schedule) The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit shall be Proposed 2"thick x 24" (R-10) the insulation and any gaps in the air barrier sealed. aligned with air barrier. rigid insulation (see insulation schedule) Ceiling/Attic Addition a n d >{,; Access openings, drop down stairs or knee wall doors to typical exterior wall unconditioned attic spaces shall be sealed. {- insulation Renovation (see insulation schedule) The unction of the foundation sill late shall Cavities within corners and headers of frame walls shall be }?;{ ` be sealed. insulated by completely filling the cavity with a material having Walls The junction of the top plate and the top of having a thermal resistance of R-3 per inch minimum. exterior walls shall be sealed. For Exterior thermal envelope insulation for framed walls shall be Typical Second Floor Knee walls shall be sealed. installed in substantial contact and continuous alignment with The junction of every stud, top plate &shoe plate to exterior sheathing the air barrier. Insulation Detail shall be continuously sealed Perry Windows, skylights The space between window/doorjambs and framing, and 1 -1/2" 1 '_O" Typical Cellar Slab and doors skylights and framing shall be sealed. =Insulation Detail Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. & Stella The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain a I I a S 1 -1/2" = 1 '-O" Floors exposed edge of insulation. permanent contact with the underside of subfloor decking, or including above garage and floor framing cavity insulation shall be permitted to be in contact cantilevered floors with the top side of sheathing, or continuous insulation installed 420 Summit Drive on the underside of floor framing; and extends from the bottom to MattltUCk NY the top of all perimeter floor framing members. Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, insulation typical ceiling Crawl space walls covered with a Class I vapor retarder with shall be permanentley attached to the crawl Jurisdiction 711 insulationoverlapping joints taped. space walls. '{ (see insulation schedule) ty p p g Town of Southold , ;: f, Duct shafts, utili enetrations, and flue shafts o enin typical ceiling insulation i„ }; Shafts, penetrations to exterior or unconditioned space shall be sealed. s. t see insulation a on schedule) u Suffolk County a be cut to fit, or narrow Batts in narrow cavities shall f` p.c. foundation wall cavities shall be filled b insulation that on - Narrow Cavities Y d f t the ion readily conforms o e cav y installation itit Spa Drawn B existing roof rafter typical exterior wall Air sealing shall be provi ded between the garage Gar g Separation i s latlon d conditioned spaces.(see insulation schedule) a Checked B Recessed light fixtures installed in the building Recessed light fixtures installed in the building thermal Recessed lighting M.A.M. thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. }?`{ Batt insulation shall be cut neatly to fit around wiring and plumbing Job No. Plumbing and wiring in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. 2013 The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and 1 1 Sheet Title {; g '::S' Shower/tub on exterior wall tubs shall seperate them from the showers and tubs. tubs shall be insulated. existing exterior wall i{;> -,�i' ' Electrical/p hone box on The air barrier shall be installed behind electrical or communication Energy Notes p.c. slab exterior walls t boxes or air boxes shall be installed. typical exterior wall ' '{ YP ..,;<{: typical exterior wall HVAC register boots that penetrate building thermal envelope Insulation S C h. insulation { HVAC register boots see insulation schedule `s�};: � insulation g p g p ( ) ;.;,..; soffit (see insulation schedule) ;.: : soffit g shall be sealed to the subfloor or drywall. When required to be sealed, concealed fire sprinklers shall only be Insulation typical <s :'- Details tyP g „ typical siding sealed in a manner that is recommended by the manufacturer. Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. Typical Flat Ceiling Insulation Typical Vaulted CeilingInsulation First Floor Exterior Wall Sheet Number . & Baffle Detail at Rafter Splay ED & Baffle Detail at Rafter Splay Adjacent to p y � Foundation Wall 1 -1/2" = 1 '-0- 1 -1/2" = 1 '-O" •• 1 -1 /2 = 1 '-O" Exterior Trim Boards Typical Asphalt Roofing First Floor Window Schedule: Alum. drip cap flashing 7 Typical Exterior TU, color to match trim color G_3 Material Architectural Asphalt Roof Shingles All awning and casement windows are to be'Anderson' Sheathing All Exterior Trim Boards are to be'Versatex'or equal. to be selected unless noted otherwise on elevations 400 Series. Color to be selected. Typ. moisture barrier :a over'GAF'deck armour, continuously wrap up all 7 Typical G Board Installation adjacent wall surfaces a min. of 12". All exterior doors are to be'Anderson'400 series y ;" Yp Gyp. f 5/4"x4' head casing Install as per manufacturers specifications: f _ •� P P over plywood sheathing Typical Siding 8 _ -Install 2 fasteners per every framing member for trim board Eave Protection Room Model#/Size Remarks YP g Extend sill 1 past casing G_3 I applications. Install (1) Layer of Ice&Watershield (self-adhering 101 Sitting Room TW210410 egress i; -Install over flat, solid substrate. polymer modified bitumen sheet)from the eaves edge OM i C,` h -'R C� I Exterior Caulking (typ.) + to a point at least 24" inside the exterior wall —� is -All 'Versatex'Joints are to be Glued with 'Versatex'adhesive 5/4"x4" Exterior trim gnecessary line of the building. O Sitting Room TW210410 egress -Utilize 316 rode stainless steel fasteners where 102 g board -Cortex screw and plus fasteners for all fascia, rake, frieze Low Sloped Roof Protection (2:12 to 4:12 pitch) M .- C r 1 n a % miter and window trim. 103 Relocated TW210410 egress Install (1) layer of ice&watershield over the plywood Bedroom#1 Cover window flange selected casing o, Typical Sizes House: sheathing instead of the 30#felt paper. �C h ' tE) c;t with soft flashing rn Relocated / •Fascia Board - 1"x8"fascia 104 TW210410 egress Exterior Caulking-- N cu Fasteners Bedroom#1 (typical) ° •Rake Board-'Versatex' Imperial rake moulding (tyP ) All Fasteners are to be corrosion-resistant with a 21 Main Street Stony Brook NY 11790 (#VERIR01)over 1"x8" rake O glass Foyer TW24410 tempered lass Frieze Board under Rake-'Versatex' rams crown Extension Jamb(if required) minimum penetration of 3/4"into the sheathing. 105 Y P �' - • v Use (6)fasteners for each shingle. hone. 631 686-6585 o a Wrap structure with X (#VERRC01)over 1"x6"over 5/" pack-out 106 Foyer 36"x80" tempered glass P CD o soft flashing prior to i • Frieze Board under Eave-'Versatex' rams crown O swing door to be selected fax. 631 686-6786 �, �, Ventilation ( ) window installation #VERRC01 over 1"x8"over %4' pack-out email. MMacrina@optonline.net .N o ( ) -Unvented roof 107 Foyer TW24410 tempered glass o • Soffit- 1"x6"'Versatex'Yz"x 5y" bead-board soffit web. MMArchitectAlA.com Exterior 0 �' Interior -run parallel to house under all flat eaves These Ions are an instrument of service and are 0 9 -run perpendicular to house under all sloped rake overhangs 108 Laundry Room TW210410 the exclusive property of the architect. Side - Side G-3 Infringements of the concepts and design ideas S •Corner Boards-%4'x 6" presented on these drawings shall be prosecuted 109 New Den TW210410 to the fullest extent of the law. Copyright 2019: 'Azek' historic • Window Trim-see detail Typical Siding Michael Macrina Architect, pc. All rights reserved, sill extension no part of the plans may be reproduced without Typical Window Jamb Detail with drip cut •Trim Board at cantilever-Y4'x 8"frieze board with 110 New Den TW210410 the expressed written consent of the architect. (#AZM-6930) %4'x 4"tapered cap Nu-Cedar PVC Shingles 3" = 1 '-O" in wood frame wal I to be selected over O New Den FWG60611L Typ. Window Casing Detail Henry Plywood VP100 111 tempered glass Drawing Status Typical Sizes Garage: over Plywood Sheathing •Garage Fascia Board- 1"x8"fascia Install PVC shingles as per manf. specs. 112 Relocated TW210410 egress 3/4" = 1 '-O" Bedroom#2 •Garage Rake Board- 1"x3"trim board over 1"x8"rake board I 113 Relocated TW210410 egress I • Frieze Board under Rake- 1"x6"frieze board over %4" pack-out Bedroom#2 I • Frieze Board under Eave- 1"x8"frieze board over 5/" pack out I � • Soffit-'Azek'%"x 6"V-groove Typical oar atten Siding 114 Sitting Room TW21042 tempered glass Issued for I selected stool -run parallel to house under all flat eaves 1 'x2"Azek vertical battens over 115 g TW21042 Wrap structure with P � Sitting Room ..�..� soft flashing prior to i to be painted -run perpendicular to house under all sloped rake overhangs CLion Typical Siding • 5 1"x10"Azek vertical boards w/ 1/2 space 16, window installation I / Corner Boards- /4"x 6"first floor between boards for expansion over %4"x 4"at dormers ice&watershield underlayment Second Floor Exterior Caulking • Window Trim-see detail (typical) Q r; selected a ron install blueskin tape Window Schedule: P over metal flashing Typical Gyp. Board Azek' Historic Sill Miter Each End & All awning and casement windows are to be'Anderson' Gutters 400 Series. Color to be selected. to be painted(#AZM-6930) Return Into Wall Aluminum Flashing color to match trim All exterior doors are to be'Anderson'400 series Dates Drip Cap 'Azek' ^ All Gutters are to be 6"aluminum half round with brackets. Typical Gyp. Board #AZM-197 where req. All Leaders(downspouts)are to Round Aluminum. Room Model#/Size Remarks 4/23/21 Issued for Construction Typ. moisture barrier Typical Exterior Typ. moisture barrier 201 9/1/22 Issued for Construction OMIT Sheathing [,, 5/4"x4" Exterior trim board irJ. O 11/10/22 As per Town Comments Cover window flange selected casing Typical Siding r' with soft flashing i.1 Flashing ash i n 202 New Great Room Tw210410 tempered glass 2/16/24 Garage Plans ., g O bottom sash Exterior Caulkin�- 3/7/24 Issued for Construction (typical) / For all Horizontal Wall to Roof Intersections, 203 New Great Room TW210410 tempered glass (Updated Design) Typical Window Sill Detail _ bottom sash Install Aluminum Coil Flashing. _ Extension Jamb For all Sloped Wall to Roof Intersections, 204 New Great Room TW21042 3" = 1 '-O" in wood frame wal I i (if required) Install Aluminum Step Flashing. i i 205 I All Window Drip Caps to be Aluminum. New Great Room TW21042 i 3„� 206 New Great Room TW21042 existing vent vent tall roof 9 O No. Date Description Roof through roof (typ. all vents) �L -•E Roof Typical ca I Window Head Detail i I 207 Existing TW210410 egress yl� Attic Window Schedule: Bathroom#3 Project New Renovated Relocated 3" = 1 '-O" in wood frame wall All awning and casement windows are to be'Anderson' 208 Existing TW210410 egress Kitchen Bathroom #3 _ Bathroom #4 400 Series. Color to be selected. Bathroom#3 Exterior Caulking (typ.) Room Model#/Size Remarks 209 Relocated A31 Proposed tempered glass T\1 T 3"0� I went 2"� 5/4"x 4" Exterior Trim Board Bathroom#4 ■ 2„0 1 2"0-� vent 1 vent „ cut to size A01 Attic CIR20 Existing TW21042 I I vent I O 210 g Addition and I 2 0 Bedroom#4 2% vent 1 1 I I vent �2"0 Typical Exterior Sheathing Sink -"0 vent I I I I I 1 vent Exterior A02 Attic CIR20 waste I Lay. I I Lay. Lay. SIZE OF TRAPS FOR PLUMBING FIXTURES Side Cover window flange with 211 Bedroom#4 TV1/21042 Renovation 1 I a I soft flashing - 1 D.W. I W.C. I W C I table P3201.7 g A03 Cupola AR221 212 Existing TW210410 egress Shower Shower Plumbing Fixture Trap Size line of sill below Bedroom#4 Sec. Floor I Sec. Floor A04 Cupola AR221 Existing For Bathtub (with or without shower head 1-1/2" Double 2"x O P 213 g TW210410 egress 1 and/or whirlpool attachements) = structural post Bedroom#4 tie in to existing--' 2„� 2"0 " „ 2"0 2"0 waste Bidet 1-1/4" l. (see plan) A05 Cupola AR221 214 Existing TW210410 egress I waste Existing waste waste waste 1 waste waste waste Bathroom #1 Renovated Clothes washer standpipe 2" AR221 Bedroom#4 Perry L New A06 Cupola 215 New Great Room FWH30611AL tempered glass T Bathroom #2 �''� Dishwasher(on separate trap) 1-1/2" Wrap structure with „ „ r�, Bathroom #5 & Stella }-ex. I 3 �- j--3 0 , Floor Drain 2" soft flashing prior to TW2032 vent J-ex. 2"0--� vent I 1 vent �--2"s� N N window installation vent I 1 " 216 New Kitchen wex. 2 0� vent 1 1 1 1 vent 2 0 Kitchen Sink(on or two traps,with d 1-1/2" TW2032 Mallas ent I t vent without dishwasher and food waste disposer) ' '/ / 217 New Kitchen 1 L'v. 1 vent I Lay. I 1 L Iv. I Laundry Tub 1-1/2" W 1 Tub yy W.C. W C7­1p I 218 New Kitchen TW2032 420 Summit D rive Lavatory 1-114' line of stool below Shower Shower Mattituck, NY First Fir. First Fir. Shower(based on the total flow rate through 219 New Kitchen TW2032 showerheads and bodysprays) insulation ex. „ „ flow rate: Interior 1"x6" Poplar Flat Trim Board O TW2032 ex. waste waste w ste 2"0 3"0 3"0 2"0 waste 5.7 gpm and less 1-1/2" Side ripped t size 220 New Kitchen Jurisdiction / waste waste waste waste waste more than 5.7 gpm up to 12.3 gpm 2" C.O. / tie in to existing more than 12.3 gpm up to 25.8 gpm 3" 221 New Kitchen Town of Southold TW2032 existin waste C.0 House Trap more than 25.8 gpm up to 55.6 gpm 4" Suffolk County existin waste---�_u Typical Stud Pocket Detail O To Existing Yp 222 New Kitchen FWG100611-4 tempered glass Sanitary System ,�/ ■ 3" = 1 '-O" 223 New Great Room TW21046 Plumber Riser Diagram Drawn By : Not to scale 224 New Great Room TW21046 M.P. Install Schluter-Kerdi DS waterproofing 225 New Great Room TW3446 Checked By : Schluter Kerdi-Line linear drain assembly membrane on all three sides of curb M.A.M. drain cover to be selected by owner Schluter-Kerdi Kers-B 226 New Great Room TW3446 preformed, seamless Job No. Install Schluter-Kerdi DS waterproofing - - - - - - - -I corners as required for 6" 227 New Great Room TW3446 2013 membrane flashing around drain flange I wall to floor intersections 1/2"Gyp. Board Casing to be selected unless noted otherwise on plan I. 5/8"cement board Porcelain the over thinset mortar over I stone cap (typical) 228 New Great Room TW3446 Sheet Title at all shower walls -Schluter-Kerdi DS waterproofing membrane over 1/4" reveal ■ -thin set mortar over - - (typical) ��� -Exterior Specifications Sp Schluter-Kerdi DS -Schluter-Kerdi pre-sloped shower tray over ----------------- Install I j waterproofing membrane -thinset mortar over - " " Door ` to be r t on walls to ceiling plywood subfloor Yi 2 4 Y2 Saddle to be �! a -Ex e r o r Specs■ selected Max. slope of 1:2 _ catch screen I 2 4 Tile Fir. o SubFlr. ; Shim Space Plumber Riser Fr. ... 1" f Finished � ......... ..............::.: 2 4 : '.. mud base ............. . � _.. _..._....._........ � -�' ` Roug P g Typ. Door Jamb From Sheet Number : _...,............................ .....,......,.... Install Schluter-Kerdi-Band corners (see plan) in thinset at wall to floor base as per Blocking manufacturer's specifications 3/4"plywood subfloor Saddle Transition Detail Typ. Cased Opening Dtl. 0", Perpendicular Wall Tylpical shower pan & curb detail 3" = 1 '-O" 3" = 1 '-O.. 3" = 1 '-O.. 3" = 1 '-O" Demolition Notes Drawing Reference Notes 1. Demolition work shall be done in strict conformance with local, state and existing window/door/skylight to be federal regulations, including all permits and utility cut-offs. El removed I I 2. The Contractor shall at all times provide protection against weather remove existing plumbing fixtures i (rain, wind, storms, frost or heat)so as to maintain all work, materials ic,-%� hcooa E:� I equipment and fixtures free from damages. Repair any damage to C remove existing kitchen cabinets property of the Owner/Client which is to remain in use, or that of any and appliances / I person, or persons on or off the site caused by the demolition work C r' n a / without additional expense to the owner. remove existing washing machine/dryer 3. Provide all necessary temporary supports as may be required to shore all Y\ rch itoct i existing structures prior to the installation of new structural elements existing staircase to be removed ' required by the demolition work shown hereon. remove existing framed walls as shown 21 Main Street Stony Brook NY 11790 4. Any and all conditions not shown hereon and uncovered in the field shall be F (see floor plans) brought to the attention of the Architect immediately, prior to any action G remove existing load bearing wall phone. 631 686-6585 Cross hatch indicates area of Involving same. ❑ temporarily support structure above fax. 631 686-6786 prior to removal - / excavation of existing crawl space email. MMacrina@optonline.net M 5. All existing elements to remain, shall be protected during demolition. p - 3 for new foundation wall and p.c. web. MMArchitectAIA.com slab. Ceiling height of new cellar 6. All existing ductwork, electrical equipment, etc. in areas to be demolished existing floorjoists to remain to to match existing. shall be protected and relocated as required according to field conditions. These plans are an instrument of service and are the exclusive property of the architect. /I 7. Provide dust-tight partitions between areas where demolition I� existing ceiling joists to remain Infringements of the concepts and design Ideas g p presented on these drawings shall be prosecuted work is being performed and areas which are finished or in use. to the fullest extent of the law. Copyright 2019: X� Fil existing ceiling joists to be removed Michael Macrino Architect, pc. All rights reserved, temporarily support structure above no part of the plans may be reproduced without at' prior to removal the expressed written consent of the architect. a ❑K existing roof rafters to remain Legend Drawing Status M L� existing beam to remain / Existing To Be Removed --------------- / Existing Walls to Remain existing concrete piers to be removed temporarily support structure above prior to removal A remove Existing load bearing ll_l1III wall to be removed existing fireplace/chimney to be removed. remove Issued ful existing support structure fireplace foundation down to 12" below grade chimney (temporarily pp � -uction I Existing above prior to removal) Bathroom #1 / existing concrete O� remove existing deck landing structure completely / ff A fnd. to remain Area to be removed i �'; ✓ _____ existing structural post to be removed FP1 temporarily support structure above Area of new addition r p Y pp ------- R prior to removal - -------- - L------ F Q existing beam to be removed Existing B -, _ j ! Utlllt �' E J existing 4"CMU protemptoaemovalport structure above Dates y ; -- - - -- to remain Closet �Ex,4sthng.- II I Bath rm,:` existing brick veneer to be removed 4/23/21 Issued for Construction I I 1 11 I '—'''' 9/1/22 Issued for Construction FFiq y-~- #2 existing siding to be removed and replaced Hi f ( --- 11/10/22 As per Town Comments l H �, j H II existing roofing to be removed and replaced _ � /16/24 Garage Plans H� A 2 ------ ------- Y I..f...........El ........., I II I - ,....._.... ....... ........__.....__ ........_.........__ 3/7/24 Issued for Construction ' I•-_b�C'---� ------------' 11 1 II II ' Existing !; --�_-_�___-I-j ;; (Updated Design) I II II —saw cut existing Laundry ICI 'T I II 11 I ;', ; ; D foundation wall 11 F �- - ❑_ Specific Demolition Note for new opening Room p s I II it f I_`_ -_--J_-i 11 1 ; (see floor plan for ;' ; I � ;; ' exact location) jik' __. ,, R I t ' I _ � 1. Existing insulation to be removed. 2. Remove all drywall throughout this level. r A - 3. Remove all windows and doors and as shown on plans _ Existing 11 v .. 1� saw cut ex. slab A j ;; j prepare for replacement. No. Date Description P Bedroom ;` for new footing t` 4. Remove all plumbing fixtures as shown on plans. _-T I II see fnd. Ian t=====_______ r � ii( p ) 5. move existing flooringthroughout this level. Project . I,II , 1 ��.. ................_ .... ............................. .. n , '�; . I �� `��.. III �n f �n o e Existing Existing ;;;'' Garage ; A� Proposed H Bedroom " H Existing M .... _E .. _. Addition and Foyer n^ 1 I �- �� Renovation I I i� ''�, j �,l '�,/;, -, i j i--------------- ;--------------; existing EP II f II D existing g " electric meter to remain , A A to remain For --_/_--i _-- ,_ -------------;z=��__-�--�- _ - -�.--_ --.--1 � _4ll_I_L!l_ L�l.,l,/_�11_�I!!-ll:ll -- ---- 1 _._______---____ _ __ _____----_______ __./ __�_�L__L------L__�_<__L_.�_J__J__ __L__4_ t _-_ ----- A ----- ---- A - - ,- - - j ;--- - I -, A ! ----- ---- ------ ---- - ; -i — - Proposed - - + - - -- - - - I- Perr 1 O R t I Addition ; Lline of existing �.. .. ..... ..... ; _..,. t___ __-- __ cantilever above existing A/C units I I I to be removed . & Stella and relocated L--------------------------J existing A/C units to be removed Mallas I and relocated I 1 Proposed I Covered Porch 420 Summit Drive ' L------------------------------------------------ Addition - Mattituck, NY I Demo First Floor Plan L------------------------- I Jurisdiction Town of Southold 1/4" = 1 '—O" plan north Suffolk County Drawn By : M.P. Checked By: M.A.M. Job No. 2013 Sheet Title Demo First Floor Plan Sheet Number Demolition Notes Drawing Reference Notes 1. Demolition work shall be done in strict conformance with local, state and I n� existing window/door/skylight to be - -�- federal regulations, including all permits and utility cut-offs. (� removed - - -- - - - 2. The Contractor shall at all times provide protection against weather remove existing plumbing fixtures N �,/ ..' P P 9 9 P 9 C _ (rain,wind, storms, frost or heat)so as to maintain all work, materialsMequipment and fixtures free from damages. Repair any damage to i remove existing kitchen cabinets property of the Owner/Client which is to remain in use, or that of any and appliances ------------------- a C r 1 r i a -------- person, or persons on or off the site caused by the demolition work without additional expense to the owner. �D remove existing washing machine/dryer 3. Provide all necessary temporary supports as may be required to shore all A r"C h i toct J existing structures prior to the installation of new structural elements Ifl existing staircase to be removed required by the demolition work shown hereon. remove existing framed walls as shown r------------------------------I 4. Any and all conditions not shown hereon and uncovered in the field shall be LLJ (see floor plans) 21 Main Street Stony Brook NY 11790 brought to the attention of the Architect immediately, prior to any action remove existing load bearing wall phone. 631 686-6585 involving same. 19 temporarily support structure above I prior to removal fax. 631 686-6786 Proposed I 5. All existing elements to remain, shall be protected during demolition. email. MMacrina@optonline.net Screened Porch y.......-..._ .......... ......t. ..... .._, existing floor joists to remain web. MMArchitectAIA.com Addition 6. All existing ductwork, electrical equipment, etc. in areas to be demolished shall be protected and relocated as required according to field conditions. These plans are an instrument of service and are -- -" "-- -- -- the exclusive existing ceiling joists to remain Infringements of the concepts property of the architect. n 7. Provide dust-tight partitions between areas where demolition resented on these drawings design shall be prosecuted i `-�:..... . work is being performed and areas which are finished or in use. to the fullest extent of the law. Copyright tots: ..., >/ ,� I`: existing ceiling joists to be removed PYr g %' J g g 1 Michael Macrina Architect, pc. All rights reserved, ' 1 A temporarily support structure above no part of the plans may be reproduced without Existing prior to removal the expressed written consent of the architect. Den s existing roof rafters to remain 11" lit I:11 Legend Drawing Status 1 I' l ili 1:�1 ILI existing beam to remain Existing To Be Removed _______________ El '.a O existing concrete piers to be removed �. Existing Walls to Remain M temporarily support structure above prior to removal Existing load bearing CZT_TlIT S S e for wall to be removed � existing fireplace/chimney to be removed. remove fireplace foundation own to 2" below grade rir ouctureabovepoto removal) ■ o remove existing deck/landing structure completely Construction I! - i Area to be removed { A existing structural post to be removed r -- - �- ------------------ --T =--- -_- - _-_ - - _=� m ra ' structure above Area of new addition r ----- ' II / - ��--'--4---- __--_-_- ;i-__=_= to po my support nor to removal AL------ existing beam t o be removed g temporarilysupport structure aboveExistin prior to reoval Dates A� I Bathrm. I ik I #4 existing brick veneer to be removed 4/23/21 Issued for Construction Existing $ existing siding to be removed and replaced 9/1/22 Issued for Construction K Existing r_____________ I Existing I I . III. I elµ" i J g I j " y 11/10/22 Asper Town Comments Kitchen I Bedroom g I #3 2/16/24 Garage Plans Dining Room T existing roofing to be removed and replaced 3/7/24 Issued for Construction — , � 1 1 ; xising A (Updated Design) P __+_______________ Bathr Specific Demolition Notes j I I C .I III; #3 A I' l ' I � I I - . Existing insulation to be remove d. it - �11��= 1 Existing I 2. Remove all kitchen cabinets and appliances. Vaulted Clg. I (� Ex. ceiling joists Ex. ceiling joists ' li ! 3. Remove all windows and doors and as shown on plans to remain to be removed to remain Hall A _'_-----.-__-._.__ 17-7 prepare for replacement. No. Date Description A I F I 4. Remove all plumbing fixtures as shown on plans. H: -=------------------------------- � Project 9.; -� _,.............. ... move all drywall throughout this level. NOTE: 5 R A 1 Dashed line represents 6. Remove all flooring throughout this level. line of new vaulted clg. j I a� ;; j ; ;il; Pro osed Itl , !! , 1 .' . A p C Existing I in great room. Existing I I ceiling joists be removed ,, Liven J In new great room. see 1 I ; I i1 ' d K g I I g c .I L..r r �„ , I I I,I floor plan for exact ==;i; Y,;" i Existing ; ; Existing Addition and Room r---__ _------ dimensions) I j �;,,R., Bedroom Bedroom _ = w------- I R e n o v at i o n I 1 #4 F ; #5 N I _ 1 :I 11 For El I , 1 II I I 41�1l I I 1 I I T T �__________ T 1 „ _..II .. . . /l��/T//1/Ll. '' 'I1Ill/llTl�l/II/�.1ii�� �rr�r7 .:.., Perry A A 1E A _—_ A _—_—___—_—_—_—___—_—_—_—_ �� —_—_—_—_—_—_—_—_—___—_— _��_ ED �I Proposed �.I El Proposed Addition Proposed I A' ` ` 4 & Stella II I 1 f 1: Ik ::, I {{ , i -------- ,Ili „ — it 1 ---------------------------- Addition �; �• I Addition �----- —I I �.: -��� ���� i IR � $ N � $ , � I `$ u/* V1 .- 7 1 Mallas I: W 4� 'r G - - - f 420 Summit Drive Mattituck, NY Demo Second Floor Plan Demo Rear Elevation Jurisdiction 1/4" = 1 '-O" 114" = 1 '-O" plan north Town of Southold Suffolk County N N N remove existing Drawn By : _ overhang back to wall to s prepare for new addition r - ;. N Checked By: TM.A.M. $ --- _-- - `-- - - - - -- -- -- -- - - - -- - - - - - - - - - - - Job No. 2013 1 I � h li t•F ' 1 II rt I� Y X'I '' I ',9 �7 Sheet Title ,� --• ' — — III i ' I' I` 11 li, :I J,, II 1 A ' 1 {r ii�{ :I j {• u u n',I u < _!-.- 4 '� ° �z�'." ^ `-�' - __ __- �_ __ __ Y..y__--`-r•7 $ r ( y I�;� k " s Demo Second 1 A11W .-- ,, - --� r� -- _- -- - - m� - - - -- = Floor P I F an _ �v Ii -- — R - - - - - ,P Demo Elevations R ` . p I Demo Left Side Elevation Demo Front Elevation Demo Right Side Elevation Sheet Number : 1/4" = 1 '-O" 1/4" = 1 '-O" 1/4" = 1 '-O" ±59'-7i" 10'-0" ±34'-112" T h I nevtr.4lj KA ii C q I I shelf A5.1 New mechanical room is to be created by converting the existing I I = crawl space into a cellar .. M•: 1. .. . .:. : . .. /krch Ct Air andl r I (existing foundation to remain) This space does not require egress I I p q 9 ,,. . .;.{ since its a mechanical room not 21 Main Street Stony Brook NY 11790 - I I I I New exceeding a floor area of 200 sf I I as per section R310.1 (exception 1) I i " '`ti Mechanical of the 2020 Residential Code of NYS r I phone. 631 686-6585 + + fax. 631 686-6786 I Room 200 s.f. email. MMacrina@optonline.net D i i D web. MMArchitectAIA.com cal ' ° These plans are an instrument of service and are A5.1 i i red cp\• Infringements of the concepts the exclusive property of the aand tdesign ideas �s r- _ '� 1 j 1 ! ► presented on these drawings shall be prosecuted c u) I `n cn I I j j I to the fullest extent of the law. Copyright 2019: PO 3 I + I I + ! I I Michael Macrina Architect, pc. All rights reserved, N N ° I I I I I I I no part of the plans may be reproduced without ml I I r + I V. + + + 1 the expressed written consent of the architect. New ' I j I + l I Unexcavated ; ; ; i ; r (see fnd. plan) i to match i I i I I I g Status I existing I I I I ! I Drawing New ;I I 4" I I ±9'-4" 24" Garage I I B E I + + fill 1 Issued for A5.1 A5.1 i i i (see garage plans) + r + ±13-4 I I - � New i i i se structural o Unexcavated ex. c I I Ian for planter + I j I Consti, -uctI� '�� 30" foundotion I p c nnecction + + j i o c Zo (see fnd. plan) + + I r I i ex. 4" + = I ex. shelf ex. r n n n r n i I ex. ±9-1 ±11 -2 9-6 15-0 I I I j „ new " = 1„ new 4" I � i ex. O align 3� q New x80" 3 ' 42 I CMU + i i I 2 Utilit -r-- + ex, linen slab y o Bathrm.#5 saddle flooring to � + r I j +I i Existing New Tile FI I + r I Room HW R/R shti i . be selected = j Bathrm. #1 W.1.0 ��N 1n �n r--------------- n + + + I Dates N storage boner 32 EF 3 �r� + r I I IflooringI install tank „ "„ I r n r „ I O l j I I I existing to = 49 42, 4 6 15-9 I I j il I rn be selected Type-X on all f C new 8" 3�" i to f0 4/23/21 Issued for Construction L5 walls and clg. I o a in utility room �N Relocated CMU 2 1113 E i1 9/1/22 Issued for Construction ±26" ±7'-11" a)X _ 0 3/4 hr. fire rated o ��j New 7 Bedroom #2 = a 11/10/22 As per Town Comments slo i co w/self-closer `" 32n C ° EF o W. N 3C = 55" - - - - - to be CI typical—( g +I S D ±7'-10' I 2/16/24 Garage Plans x o designed g' stud Relocated 3/7/24 Issued for Construction 13 rnl I S.D. '� _ .-. �= I by others existing pocket 1 = 3�1 0 o Hall �°o 31,r �, Bathrm.#2 i 18" 31„ - detail 112 °° P Design) °o o C.M. "'- 2 � Ln „ new 2 o center wall on (Updated Desi n 1 c I I rm Tile Floor 3 J 24"x80"� 3 00 = o1 r n 42"x84r. . 12" 1=1 r n " „ a�X existin columns =Ic•,• 1 = ±11 -11 9-0 52 32 o g I o Sitting i 2 _ Saddle �, I I s N1 = Room . .I! _______ _ _____ N -H .� i •-x i � u� °� new cased �° 30"x80"pocket door Go = S.D. o 0o IN oo I - center wall 3:co° x opening (center with sink) +• } + "' + I rn I ±7'-4" c` n n 0 0 0 I on columns o o� °� �' C.M. CI Cl) align wall with Q., -H 1 ° +I g stair o enin + 30"x80" I o existing p �'p, IN saddle 115 I Relocated S.D. Foyer - _-- - "' -- -pocket door M a ex. flooring Bedroom #1 r I No. Date Description N to remain ±7-10' I ' I o-0 I_ I --36 _ I door wl 30" New = I �'� j �N ±7'-10' Clg. I 1„ an doer r,�, I FLOOR PLAN LEGEND Project I 3 l cabinet ±7-10' M o V patch wall "� C19. = I 2 __new E _ Den 1 111 existing rn CI Proposed opening 9 I closet I m Icy base g- existing I I ------ floorin to I a»I flooring to in I open o I New cabinet existing 9 +l � I STRUCTURAL POST � c0 I flooring to be selected :P I to Laundry be selected I min. (2)2x4 unless noted u, I be selected „ I above I Q Room _ 3 X I _ _ - I I - otherwise on plans Addition a n d N N I , n r n r n „ w r n r n 171d o a'�i ±10-4 ±10-8 8-0 40____ _ 124 7-0 ±14-6i i rj I in NEW FRAMED WALLS °�I Tile Floor typical stud 6'-0" 24" stacked typical stud I existing Renovation rn rn... existing 9 pocket detail I I W. pocket detail EP I emeter TALLER/LOWER WALL or 36"tall r iling dryer r" to cod i I (refer to sections) i..... --- ------ -- - ..........._ I I I i..._I i ali n new For I iI I 101 102 - 103 ! 104 I I - - 1 v✓allguvith ex. 108 vent d er 109 110 I I; I ABOVE SUBFLOOR A S.F. Align --- -- ---- I II !� ry. O �............... i- —T-- - ----to,extenQr - - - -.. i. I; I rl�•, o_._._ Cr �- -- 1 - - ..-, - "I up I r-_._.._.'-- _.through r _._.__..._._ - ! _ _J _...-- = n __..._...__ ... I _I I I �2 I 1R 15 '---,,-,-'through - I II I C SOFFIT WALL CABINET A5.1 �! I - -fur out wallto NeW - �+ ex. cantilever -o A5.1 �i v lie of existing align with ex. - 11'-4" M i...... .. pavers on grade i i; above +I ABOVE ABOVE _ _ _ PerryI cantilever above _........ ........._... Covered Ilne of new-sec. I ; new I .. ....to be selected._......._ i ...:.il + I ----- I ------- ..._, line of new sec. Patio floor above nding ali n with I I ! �_ _ i I floor above I 11 ali n with TECO - INSTALL SIMPSON STRONG la addition above ;I t ! line ofnew sec: on rade) T I I I _ i I - - line of new sec. r i; addition above :floor above' ................(...:._...9._ t................: 105 .......�I�._.._... .106 107 I ...................... i a floor abovb. I II TIE JOIST HANGER & Stella { I _ � mf I - - - � - ❑ n.. I min. ..... it I EXHAUST FAN (min. 100 cfm to be vented to exterior) --i ---- - - -- - II i EF I I ---1-- -- -- - i--- ----- ---------._._.�. _ .. %........ - - Mallas ----------- - - ------------ ------ -- - ----- ® i i Y - -- - I -------- ------------- -- ----=------ -- I NOTES Drive : 420 Summit Mattituck, NY _Q_.__ _— _-__l--__--LJ_ 1. See sheet G-2 for insulation specifications. 2. Install all smoke detectors throughout home Jurisdiction as required by the 2020 RCNYS, sect. R314 and noted on sheet G-1. Town of Southold 3. Install all carbon monoxide detectors throughout Suffolk County of post and of post window of door window of window of post home as required by the 2020 RCNYS and sitting room and bedrm. and foyer and laundry an bedrm. addition noted on sheet G-1. Drawn By : 5'-21" 5'-2J" 5'-4" 5'-2" 284" 3'-9" 3'-9" 281" 4'-4" 4'-6" 7'-3j" 7'-3J" PLAN KEY NOTES M.P. 23'-5" 12'-3" ±23'-112" Checked B (addition) y Custom Shower with: ±59'-7i" -Custom tempered glass enclosure. M.A.M. (existing ) WINDOW/DOOR NOTE -Tile over thinset mortar over Schluter-Kerdi IDS waterproofing membrane existin overall over thin set mortar over Schluter-Kerdi pre-sloped shower tray over Job No. thinset mortar over plywood subfloor to be installed by manufactures 2013 NEW COVERED PATIO NOTE specs or other approved waterproof pan system A B E See sheet G-3 for window/door (see detail sheetG-3) -triple 2"x4"curb Sheet Title A5.1 A5.1 See first floor structural plan A5.1 schedule. -Secure the water supply riser from the shower for new Covered Patio dimensions. valve to the shower head to the permanent structure. -Shower to be equipped w/pressure balance control valves. First Floor Plan d. Proposed First Floor Plan STRUCTURAL NOTE -Surround to be file over 1/2"cement n -Shower seat 16"x16" (where shown on plans) B Bathtub to be selected with: 1 14" = 1 '-O" -60"x30"tub to be selected plan north See sheet A3.2 for all structural info. -Curtain Rod -Secure the water supply riser from the shower valve to the shower head to the permanent structure. INTERIOR DETAIL NOTE -Shower to be equipped w/ Sheet Number pressure balance control valves. -Surround to be tile over 1/2"cement bd. See sheet G-3 for all interior details C 36"wide x 24"deep x 36"tall vanity countertop to be selected by owner ` 1"filler one side for Bathroom#5 2 A B E A5.1 A5.1 A5.1 60'-72" ±10'-8" ±14'-8" ±35-3j" 5-102" _1 �� " M i C, h � � l5-3" — 5 20 26� 7-2 7-2� this(center on cooktop) side of - parallel pool - to pro line of windows a C n ,a of window of window of window of door and bedroom -�- - - -- Archliitect .......... i l 220 patch opening 219 21 Main Street Stony Brook NY 11790 I pn ho e. 631 686-6585 o en N 1 N 1 fax. 631 686-6786 I ' email. MMacrina@optonline.net 3 coo top = I ................ --` - web. MMArchitectAIA.com o 36' Wide These plans are an instrument of service and are 21 In-Ground ----------t------ ----� - -- the exclusive property of the architect. step ------- �T------ ---- I '-� _ n s g- -- � Infringements of the concepts and design ideas ste. ...... I 1 .l 28'-0"x 15'-0" i presto heted fullest textent dr drawings low.h° PN Copyright p I ( be filed separately) ...................... - Mic ae M o rch tect pc. A rightsreserve to � h l acrin A i II i d, ____.__,_, __ ® - - _ no part of the plans may be reproduced without _______ _ " " I " - „-- ,typical stud — the expressed written consento the architect. IiI .................._.._..... o ±49 48 48 24 218 pocket detail __...._.._............. - -------1--' - pull out --- 21'tall wall with __ o C - ----- �- --- ----� trash- 3 - - ;�, stone veneer new collar ties evenly ( 0 - new g Status I i 1 spaced to b�b wr' ed o ............._........._........ ...._.each side with 2° P pp a c 0 I i i thick x 12"wide.. _ _ w.woo (ty ,.) 217 i 1 blues#one cap L (see stru�. pl n) O p i i I -- -- -- - - -- -- I c ae l 1 o sink - ----- - D i - _._.-.-. -----typical stud A5.1 I I 1 i I -H a, I I ket detail A5.1 new Down 5" i I N o ( I skylight I C - -moo at--; --- ----� d.w. 04 cv . 216 - above----I ----- - o ; o �I IiI I 1 Issued foi' Itl 2"thick random o o pattern bluestone __.......,. .._ 0 11 I pavers on grade C o n I"U dl 010 22z New • 4 x 20" , New i island x Screened 9 --- C -- - --- ----� d - Patio 1........... -- 36' ref. rat planters - - 1 i I -6; 0" 1 with drainable New I --� gravel base and -- -_ ----_ 1 _. E I landing ......... _ landscape _ cv I new: I ' Kitchenfabric �� _-�.__ under tp soil B + ' -skylight - _ -- _ -- i o I p I �I co _I 2"thick random 1 IiI above 2 Vaulted clg. ------- ---------- --------- i—'--- --- pattern bluestone I I --- �. -- .:.. ....... ... pattern bluestone - ---------- ------ --- 36" ref. step - ...... pvers over p.c. slab _ -pavers over p.c: I i C ---------- ------ ----� - -__ - _ Dates IiI 3 I I 1 i I 6"tall balusters " ±12 , - New i i 1 on interior side __..... __... 1 - --- andi _ - 1 r _.. s 14 o �' __ - d for Construction lab _ I i F ............. of structure as T. J 4/23/21 Issued ',I i I per code ! � floorin to I ng.......i_....._.... .. 1 ? I _ wl a ......__. .i.j "<r o new o - be selected ref. - 9/1/22 Issued for Construction lantiidn 1 214 213 212 i 224 223 215 I, p 9 1 1 �.. ..........` Gara .........._... ' .. - be N O �� O �� O 11/10/22 Asper Town Comments ------ __________I-____ __ (see garage plans) 2/16/24 Garage Plans v, -.-.-.---.-. new cased opening Lc, shelves o typical stud LO provide blocking ackoutwall 3 atch ex. �,`� �`� typical stud ,�� w N 3/7/24 Issued for Construction pocket detail in wall for floating as require o " p New =I�I �'I R/R ` pocket detail (Updated Design) kitchen shelves to align o 5 wall opening `� ,' 211all 24"x80" OJT " 13'-6 " 96"x84"r.o. 7'-2 " 6'-9" W•I•C. • �`� sloped ned cl . lo 225 5 (center in kitchen) I I _ p 9 , �' 0 o I 1 �N New ±$'-1' �,� ------------------- = r_1 r-i r� r� x o QI I -- " I I I I I I I I CN-a c l I I 17-antry Clg. M ±14'-4" Q! �—typical stud b� 1 --new collar ties—� I 1 knew collar ties i cv - I I M r En existing I I I I I I I I I I a 1 1 I g 1 "� _ pocket detail 1 1 spaced to 11 I I evenly spaced to 11 � 11 I Ln _ _ ----- evenly -- I 1 be wrapped W. I i 1 I be wrapped w. 1 1 Q� 1 1 ±8'-1" 3]" I Existing I - "' - wood (typ.) i i i ------- 1 wood (typ.) i i --------------- 0 � Clg. 2 „ : new i i new = 226 " s-o _ Bedrm. #4 26" 1 1 1 1 26-7 1 1 1 1 existing o @ sloped 1 i i sloped j No. Date Description 11 1 I 1 1 I I EF p 3 clg. 1 New 9'-6" I in clg. --- _-- --- shelves o' i Tray Clg. ~- i l I I 1 1 I I '�' R/R e - I I patch ex. Project I I I I I I New 11 L I window Renovated :' X S.D. flooring to 20" I I I I `� I 1 1 = Bathrm. #3: i opening 1 1 1 1 I 1 new � be selected Preo b gas fireplace flush 1 I I 1 -I , rest Room 1 closet N lign "X8 I FLOOR PLAN LEGEND Proposed _______________________ __.__ _____. Tile Floor ' 28'x80' I 1 3 to be selected. o hearth 1 1 I I N I 1 0 Installed and vented o 1 1 1 1 +i 1 1 1 1 -----------------4 I I I New Vaulted Clg. 1 1 = up through chimney I I 11 1 I `�O% ` 3 =_ i N p --- 1 1 ex. ridge above ---___ ________� + r-_--______ -1 saddle 1 ,�' o I STRUCTURALPOST ® Addition and as per manufacturer __� �____________4 �__ _ __ ______-_____-4 �___ _ + O to 7n specs. Center in --- ---i i------------ i-- ---------i i----------- I i _ o, O o o v+ I Up new = I I J --- -------- O L S.D. great room. -,_..__ �r I 1 ^newJ 210 -H min. (2)2x4 unless noted -H -H g = I I I I I I I 1 0� 25"X54° P \� -H o ex. wood floor 1 36"tall railin H = +♦I 1 R/� sloped cl ` = otherwise on plans Renovation 1 1 I I 1 1 �, I g �N .°' C.M. I attic stair I 1 3 !IX80" P g saddle � p consult with client i i i i to remain i i i to code � x 0 / Q \ N frame fireplace I exact size to I I 1 1 1 1 0 1 �,o L _________ J with 2"x4"walls 1 1 accommodate 1 1 1 1 1 1 i I I --------- _ NEW FRAMED WALLS i I I television above I I I I 1 i 1 _ _ new 3o"x80" 1" �o+ TALLER/LOWER WALL or i For 1 I I I 1 1 1 I I 52 ° patch e . (refer to sections) 26" I I 1 1 ±27'-11" 1 1 1 1 i 24" 40 " " 1 1 I I 1 1 1 1 ±14-3 5 7 window opening _......-----. ....__ S.D. ABOVE SUBFLOOR A.S.F. a I I I I I I I I IJ Perry 0 1 1 11 I I 1 1 i open to i `n 0 � g B elOCated pack out wall 2" Exlstin ;� ' �! Ltypical stud = i i i i i i i i ±8`-1° i below - - N Bedroom #3 athrm. #4 shower,, for toilet vent SOFFIT / WALL CABINET pocket detail i 1 1 11 1 I I I Clg. - 0 -=� o = LL�2 stack if neededABOVE ABOVEQ, SteIIa Tde Floor V(I , � seat LJ LJ LJ LJ match ex. I - - - - 2281 ±35'-5" i Align with Clg. . O I --- ------ - existing existing '�' o TECO = INSTALL SIMPSON STRONG SCREENED PORCH NOTE Mallas � I �I -.._...__..._-._. .._...._ � � w- TIE JOIST HANGER 7-62 11 -7 11 -4 I 1" �K., 1" o $ 52� M 52 EF EXHAUST FAN EE ALIGN i - 50 " 9'-7" 22" ±T-2" = See second floor structural plan (min. 100 cfm to be vented to exterior) 3o Xso° ---------..---_-_.__-_ = 24"x8o' 420 Summit Drive c ------ ---------- -- ----- M for new Screened Porch dimensions. � liner Mattituck NY = typical stud doorC ,�, Pelosoelectedl ring to , A5.1 K" 18" " 18".' " pocket detail M E �K•, A5.1N c o 8-7 501 31" 11 -4 =___=new==== _= 2" 2p9 N wI back out this 51" 5 equip. cl. 2 3 " closettypical sild1 Jurisdiction (wall to align 2 -H o with new t icalstud _ _ pocket detail win o WINDOW/DOOR NOTE PLAN KEY NOTES �- window Seat Yp o� cv rIN o� seat 2"x6"walls packet detail 2 C21 5 6 a7 �� 1" - Custom Shower with: Town of Southold See sheet G-3 for window/door -Custom tempered glass enclosure. 202 203 207 208 '-L -Tile over thinset mortar over Schluter-Kerdi IDS waterproofing membrane Suffolk County ormer Plate Ht. r- ----------------------- ----------------------------- ----------- ------- _---...._._.._._.___.._..-- i_______.-----.._.----.---.-....-._.__-- ----_--------------.------__-� J__9_A.S.F.__ __.____.__.----------.--.--...-_.__..-- - --------__-------..__-----.__-- --.-----.-----.-----_-._-- thinset mortar over plywood subfloorto be installed by manufactures specs or other approved waterproof pan system Drawn By-------------------- --------------____ ;____t_! INTERIOR DETAIL NOTE -trp�2x4"curb G-3) M.P. - ------------------------ -------------------- - ---�`-, -Secure the water supply riser from the shower valve to the shower head to the permanent structure. Checked By: See sheet G-3 for all Interior details -Shower to be equipped w/pressure balance control valves. M.A.M. equal equal -Surround to be tile over 1/2"cement bd. -Shower seat 16"x16"(where shown on plans) Job No. of post and of post and of window ridge above ridge above of windows and 2013 door below STRUCTURAL NOTE B❑ Bathtub be 6'-3" 6'-3" 10'-2" 10'-2" 6'-3" 6'-3" 4'-9" 3'-0" Sheet Title -60"x30"tub to be selected (equal) (equal) (equal) (equal) (equal) (equal) -Curtain o (center dormer) -Secure the water supply riser from ±7'-6i" 12'-6" 20'-4" 12'-6" ±7'-9° See sheet A3.3 for all structural info. Second Floor Plan the shower valve to the shower head (equal) (center on door below) (equal) to the permanent structure. ±60'-72" pre ssure balance ower to be lcpon control valves. NOTES -Surround to be tile over 1/2"cement bd. A B E n 84"wide x 22"deep x 36"tall vanity with 1"filler each side A5.1 A5.1 A5.1 1. See sheet G-2 for insulation specifications. counter top to be selected by owner 2. Install all smoke detectors throughout home 36"wide x 22"deep x 36"tall vanity with 1"filler one side Proposed Second Floor Plan counter top to be selected by owner as required by the 2020 RCNYS, sect. R314 and Sheet Number --__- noted on sheet G-1. E❑ (1) 14"deep shelf set 68"above finished floor 1 i4" = 9 '-o" 3. Install all carbon monoxide detectors throughout and metal rod set 2" below shelf plan north home as required by the 2020 RCNYS and (5)14"deep wood shelves to be paintedi noted on sheet G-1. space shelves equally A B A5.2 A5.2 FLOOR PLAN LEGEND t Equal 38'-0" STRUCTURAL POST LJ min. (2)2x4 unless noted 4'-0" 30'-0" 4'-0" otherwise on plans 6'-5" 8'-7" 8'-7" 6'-5" NEW FRAMED WALLS of window of window of window - ard dormer Dormer Wall TALLER/LOWER WALL = or li/ � r ii n a Plate Height (refer to sections) /k rc ii 2 tcact 2 4 213 21 ABOVE SUBFLOOR A.S.F. ....................... �N _ 21 Main Street Stony Brook NY 117T90 T T ABOVE ABOVE SOFFIT / WALL CABINET — —1 I I typical stud typical stud typical stud phone. 631 686-6585 pocket pocket pocket fax. 631 686-6786 TECO = INSTALL SIMPSON STRONG 10 5j" 5 " 5J" 5J" TIE JOIST HANGER email. MMacrina@optonline.net web. MMArchitectAIA.com o'0 3'-6�" 29'-1" 3'-6�" EXHAUST FAN EF to to These Ions are an instrument of service and are �" decking be selec toted Wall Hei ht i min. 100 cfm to be vented to exterior) the exclusive property of the architect. 9 N Infringements of the concepts and design ideas 36"tall min. ±6-11"A.S.F(typ.) m- presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2019: railing to code 1 Michael Macrina Architect, pc. All rights reserved, sloped no part of the plans may be reproduced without ceiling NOTES the expressed written consent of the architect. exact number of risers to be determined in field passive S.D. _ 01 4'-0" J® 1. See sheet G-2 for insulation specifications. Drawing Status Tpost centered N 208 0 _ E/A5.2 EA5. on beam below _ 2. Install all smoke detectors throughout home 0 0 o ridge beam above o o -' 212 — ----------------------------- — ----- ------------------------------ --------------------- 1 as required by the 2020 RCNYS, sect. R314 and -- ----------------------------- SIN ----- ---------�--------p---------- - --------------------- N o = see structural Ian N noted on sheet G-1. 1 down 'n = typical stud 10 pocket 207 3. Install all carbon monoxide detectors throughout �. 3li tall min. Q n Q new 5., i g s s efU exact number of railing to code landing active Unfinished N home as required by the 2020 RCNYS and risers to be u) co noted on sheet G-1. determined in field Attic Col"Istruction new Vaulted Clg. (0 sloped " 4'-6" Lplanter I ceiling = `D 6' ° P Wall Height NOTE new ±6'-1 V A.S.F t p U �� landing 52" (typ.) 5 " s _ See sheet A3.6 for all structural info. 0 -- 36"tall min. Dates 2 C railing to typical stud = typical stud typical stud 4/23/21 Issued for Construction new �° code pocket N pocket = pocket r-KV planter Co �� NOTE 9/1/22 Issued for Construction ------------------- --------------- ------------------------- Line of House 201 ` 202 �,`�' 203 204 205\ 206 11/10/22 As per Town Comments See sheet G-3 for all interior details 2/16/24 Garage Plans " Dormer Wall 3/7/24 Issued for Construction 4'-10 of post of post of post Design) 3'-4" dormer and Plate Height dcrmer and dormer and (Updated g ) garage door 6-1"A.S.F(typ.) garage door garage door Garage 3'-3" 3'-3"_1 3'-3" 3'-3" 3'-3" 3'-3" First Floor Window Schedule: 6'-6" 5'-3" 6'-6" 5'-3" 6'-6" 4'-0" All double hung windows are to be'Anderson' 38'-0" 400 Series. Equal All exterior doors are to be'Anderson'400 series No. Date Description Equal Project Room Model#/Size Remarks 1 A B Garage 9'-0"wide overhead garage A5.2 A5.2 Proposed Garage Attic Plan 101 x T-6"tall door to be selected Proposed 1/4" = 1 '—O'• 102 Garage 9'-0"wide overhead garage plan north x T-6"tall door to be selected Addition a n d 103 Garage 9'-0"wide overhead garage A B x 7'-6' tall door to be selected Renovation A5.2 A5.2 104 Garage 36"x84" to be selected swing door 38'-0" Navian boiler/ foundation wall 105 Garage TW21036 For hot water combo for radiant heat co 41 .:!. . _'. - .,­'! .... f Garage Second Floor erry size of closet to be determined in i Typical Walls 2 Window Schedule: field based on l i ductless i 1 studs at 16 oc with & Stella boiler specs. 1 I heat pump I I "x3" " cb0 I I I I 3"closed cell spray foam All double hung windows are to be'Anderson' insulation with%4'AC 400 Series. I I I plywood sheathing Mallas All exterior doors are to be'Anderson'400 series II II I 420 Summit Drive I 36,-8" I I Room Model#/Size Remarks = 3 201 Garage Attic TW2036 Mattituck, NY O �i Jurisdiction co Qi i Qi i o0 202 Garage Attic TW2036 1 le—landing I I I I o I I 1 I above (see attic plan) �® i New ?i i 203 Garage Attic TW2036 Town of Southold E/A5.2 I I I I EA5.2 L Two Car Suffolk County ;�, W I I Garage a i l o �, 204 Garage Attic TW2036 Type-X drywall on N `� O El I entire ceiling with R-30 El I CID fiberglass insulation a i 205 Garage Attic TW2036 Drawn By: 3 i i 3 i i i i i i i i 206 Garage Attic TW2036 M.P. _ II II II II I I I I 207 Garage Attic TW210410 Checked By M.A.M. 37'-1" i 52" 3 = 208 Garage Attic TW210410 Job No. 52" i i i w "' 0 209 Garage Attic TW2036 2013 i i I I I I Liftmaster 8500 105 1 Sheet Title `D E i 104 I I I I i� 210 Garage Attic TW2036 Liftmaster 8500 I I Liftmaster 8500 I I wall mount garage o wall mount garage I I wall mount garage I I door opener door o ener I I door o ener LLE foundation =I {i p i I p wall below A ;,� 211 Garage Attic TW2036 1 Garage Plans 212 Garage Attic FWH6068PALR Tempered Glass Line of House i 101 102 103 - First Floor 1 Garage Attic TW2036 Line of exterior '� NOTE CE of door and of door and of door and 214 Garage Attic TW2036 - Attic wall above dormer above dcrmer above dormer above O g See foundation Ian 1 p 7'-3" 11'-9" 11'-9" 7'-3" � for concrete step 215 Garage Attic TW2036 Sheet Number : dimensions. 38'-°" (overall) A B Proposed Gara e Plan plan north A remove existing fireplace B Note: A5.1 above and cut down A5.1 Concrete to be typical exterior wall FOUNDATION PLAN LEGEND foundation wall to 12" 3,000 psi min. below existing grade 1/2"thick Pre-Molded Expansion Fillers STRUCTURAL POST $ ' p 2"x4" P.T. shoe plate min. 2 2X6 unless noted 14'-3" f14'-8" t34'-11�" 4" poured concrete slab O over.006 polyethelene otherwise on plans vapor barrier r--_ —_— _— _—_—_— _—_—_ —� top of foundation TECO = INSTALL IST HA N STRONG existing foundation = I I I I and footing to remain � °� � °° � ° ° align with ex. TIE JOIST HANGER i c: h II II New Foundation Wall --------------- r type(al anchor bolt On Footing C �' ' n a I a see detail ----------- AR% AN ( )' 8" . ---- I 2"X24" R-10 DOw'TUff- ° Ii _______________ Ak �� h ' tek. �� i_____°O _0D ____ __ _______________ ° 4 Lower To of Wall I ---- - ---------------------� �iN I rigid insulation — e plan) _ .. 1 I 1 I I „y :• . : :•.. . ._. .... .,,..,..z I � � at all exterior walls to be ° (see I n) • I installed horizontally r— -- ------------------� � I New mechanical room is to be to 21b i I 1 ;. , t � --------------- 21 Main Street Stony Brook NY 11790 -H i I 1 , , I I created by converting the existing °' Existing foundation wall 12"thick p.c. g crawl space Into a cellar foundation wall co 0o bottom of footing to be a min. of 36' below grade I 1 1 I :; i i i Dig out existing crawl space for (existing foundation to remain) d. -----'--------` phone. 631 686-6585 ---- --------------------------------I I I Q 2 I , I , new foundation wall and p.c. slab. This space does not require egress 2 #4 ° � fax. 631 686-6786 F , , I I I O �_ New Poured Concrete ax ,< i I I Ceiling height of new cellar to to since Its a mechanical room not rebars Footingr email. MMacrina@optonline.net I r ______________________________� , I I I I I I match existing. exceedinga floor area of 200 sf I 8 , , 1 ; , =IN web. MMArchitectAIA.com , I , o, , _ I I I as per section R310.1 (exception 1) I I 13'-7" I I I I I See'Cellar 4 I I I I 4 of the 2020 Residential Code of NYS These plans are an Instrument of service and are Foundation Wall Detail Details Symbol �-I I I Q pin new wall I j ,. Slab Note' �- j I j_ y the exclusive property of the architect. m 1 2 I�to existing I I I .` ,j 2 2 Infringements of the concepts and design ideas v I I °c' see detail I 16 . 56" 56" I 16 I 1 " = 1 '—O'• presented on these drawings shall be prosecuted I I ) I I I I I Required Hold Down to the fullest extent of the law. Copyright 2019: 1 °o I I I I 8 , I I I Location (see detail) ® Michael Macrina Architect, pc. All rights reserved, D 3 I I I I I I I I I I D no part of the plans may be reproduced without o I n I I I I = the expressed written consent of the architect. A5.1 �, I I a, I I I I I I , i A5.1 ,-_ .�• 4"thick p.c. slab p a I I �< , new post from i I �, i I I I N i { i X o I above (typ.) I 1 I I I I i -H ; ► ' ' ��, (see floor ) -H i I i see floor Ian Drawing Status U n ex avated ; ; ; , a d footing , I �' ; ;� f ° o New UTILITY SERVICE NOTE I I I I 1 I I I I I I � 1 I • I i � �k�'� o ° I I I I i thin stone b I Fill &Tam in 6 lifts for a 4 thick I I I I r x > General Contractor Shall p I I I I New I I " i ► i veneer ° : _ haunch slab o I oured concrete reinforced slab with 6—0 i �, -� I 1 p „ I I I 1 1 I 8 a Locate & Stake Out All �I 1 #4 at 12 oc each way, over clean sand I I I i Mechanical I I " Issue 2 iI 2over 4"(3/4")crushed bluestone, all i i i i SIN I i 5—4 i i Exist'g Utilities Prior to —© compacted to 95% Relative Density i i i i �' ROoOGsm i y i pto existing all i i it o i Any Excavation. The Utilities I i i i i + ; i (see deta ) Fill &Tamp in 6 lifts for 4 thick , t I 4 Shown on Plan areCo-- nstruction- EI , _7-10" I = oured concrete reinforced slab with I i i i ► ? i Clg. i I CO #4 at 12"oc each way, over clean sand Approximate Locations Only. I i i I to match i l over 4"(3/4")crushed bluestone, all E i compacted to 95% Relative Density A5.1 i i i i i i1=1 �� I i existing j I New = p �/ I p I i 1 I I i Unexcavated o i i i i i i EIE poured concrete I align outside of in new wall I . " _ E I I post with new and to existing I I i I f9—4 I I pin new wall I I I I I I I co • foundation Wall CELLAR SLAB NOTE see detail I i j to existing o Z I I ex. fnd wall ( ) i , g —• ----------- --------------J �- L- -- - I I ( ) I I I I I I rx see detail :o • 0 4" Poured Concrete Slab ------- _ ,. •' o:: over 6 mil. polythelyne vapor ___________ _________ retarder la joints as required) Dates _ -----n -- --n r------ ---------- 00 (2)#4 Rebar (lap 1 q ) — " a -�� :: — on a 4" base course of pin new wall i i `� saw cut existing 6 hold ----- � 4/23/21 Issued for Construction I I to existingI I foundation wall to door — --- „ compacted sand to 95% I 1 I 1 M Relative Density. (see detail) I I for new door0 16" Install a 1/2" Premolded 9/1/22 Issued for Construction I I HW boiler Expansion Joint at Perimeter. I storage Typical Porch 11/10/22 As per Town Comments pin new wall (slab area =approx. 228 s.f.) 2/16/24 Garage Plans 1 I •a- saw cut existing i� to existing ' I existing foundation I foundation wall � � (see detail)walls to remain +, for new opening Foundation Wall 3/7/24 Issued for Construction (see floor plan for +I , exact location) (Updated Design) f46'-0" 12" P.c. fnd. wall � " - , '_O•• TYPICAL PORCH PIERS t16'-0 " t29-11 Unless shown otherwise on plan, all porch piers are to be 16"dia. x 3'tall o X of new col. � _ � sonatube poured concrete pier on �, I I 04 00 1 �� undisturbed soil Existing I I 3 s center new column I g � I I :.............._�'a with new post i.. N i -IN —post wrap Top of Pier to be below grade Unexcavated N ex. p.c. footing from above F--ex. p.c. footing ex. p.c. footing—� j +I I below ' — — — "-- below below X 6"x6" P.T. post 6 total No. Date Description N +I \• O\ .................' \ I Off. ; N a> +I �+ + �+ + pin new wall -H ., to existing �\ Project (see detail) -7 pavers to be selected TYP. COLUMN & FOOTING Proposed 00 new column saw cut existing �_ . (see detail)sht A6.1) and footing slab for new p.c. 1 1 footing Existing �' Unexcavated " " 3" dia. Steel Column • = 8 xs slab seat on 30"x30"x15" deep Addition a n d i saw cut existing garage (unless noted otherwise) slab for 2"x24" rigid - -----, Poured Concrete Footing Renovation pin new wall existing footing insulationa a w/#4 rebars at 7 oc E.W. t11'-3 " New to existing to remain Unexcavated (see detail) existing foundatio poured pin new wall a wallls to remain n set top of pier 4" concrete pier to existing see note'u n excavated' -- --- -- -- --- -- -- -- -- --- -- -- --- -- -- --- -- -- --- -- -- --- -- --- below top of pavers (see find. plan) ( ) /8 dia bolts steel column For a JA 4 5 " (see detail) pin new wall ' — to existing a _____ ___________ _' _ _ _ _ _ _ _ _ _ (see detail) '. 6"x6"steel baseplate 4"thick P.C. slab .. Perry ________ ____ _______________ __________„ „__ __________ ___ __ I [n I 6 6 �� ° s o I Top of Wall ® _ , a 3" C ri"'3 i = 12" align with ex. 1 II 12" I N 3 C a _ Stella A5.1 o `o I �^ r71� t10'-3" _ +' od rIN j A5.1 J o I I of = N I I� I FI v o d _ o � _ CO 00 I o d M Mallas see plan WNW L I ' L (4)#4 rebars at 10"oc 420 Summit Drive = o o 1 f23'-5" f12'-3" f23'-112" 1 = o o each way o o I j align post (see floor plan for exact location) align post j 1LO Q o Pier & Post Detail y Mattituck, NY 0 + I above above with = I I ` 0 I —® with wall c typical 1 typical wall 3 3 line of orch floor above '>.� porch peer porch pier c:'Q i —® line of porch floor above -------p--------------- ------ ---------- .. ---- p Jurisdiction ----------------------- "'� _ 1l'-92"(center on addition) _ typical N g "�' 64" N typical Town of Southold porch peer �, 4 N porch pier I line of orch floor above t Suffolk County t_11 ------p------------ 18" shelf existing p.c. to 36"x18"x 36"tall p.c. foundation wall pier top of pier to be lust below grade New 4 thick poured 6 " concrete slab. Seat Drawn By : 63" slab on existing footing. t24 " 4 10'-6 " 9'-11 154„ 10'-34"(center on addition) 154" 9'-11 10'-61' 4 t31" M.P. t59'-7 " ,y. Checked By: (existing) M.A.M. new 8"thick poured concrete 6'-0" O.C. 6" min. existing p.c. if • foundation wall 12 max. Job No. EQUAL footing 4 rebar at 18"oc TYPICAL q TYPICAL X 2013 EQUAL — •TU vertical and horizontal SPACING CORNERS = x ' E Sheet Title iD N compacted clean fill • 1/2"premolded filler 'Simpson' BPS%-3 A —PLAN B E — The Connection Instructions of the New at perimeter of slab hot-dipped galv. Foundation Plan ' -- 3"sq. Washers& -----� Foundation Wall to the Existing End Nut Setup A5.1 A5.1 A5.1 Exist' New Foundation Wall are as Follows : provide 2"x4' key • - - Details 1) Clean the Exist'g Foundation of any ° Soil adjacent to the new Foundation Wall. _ - P 9 -- sill late to match existing i 2) Drill a Hole @ 12"o.c.Vertically, Large 00 i new cellar slab Pro osed Foundation P I a n -- , enough for #5 Rebar. (2)#4 Rebar _ _ (to align with ex.) _ E y� 3) Install (1)#5 Rebar in each Hole &Set 5/8"dia. Anchor Bolts E 114" — '1 '—O" -- i w/Epoxy Mortar. _ --- _.._.. " plan north ELEVATION 4) Extend each Rebar 12" min. into the 16„ poured concrete — -d Sheet Number : ---J New Poured Concrete Foundation Wall. foundation wall Connection Dtl . Foundation Shelf Detail T . Anchor Bolt Dtl . Yp � Not To Scale Not To Scale I' - A A5.1 i �MiC�, h - -a C r ii n a i € I i € I 1; Arch ii t r_ New j I ` . i 21 Main Street Stony Brook NY 11790 c, ree-.; Cellar �- - _ o: u' j Clg 13 N phone. 631 686-6585 fax. 631 686-6786 to match email. MMacrina@optonline.net existing web. MMArchitectAIA.com p A5.1 2 A5.1 r These plans are an instrument of service and are the exclusive property of the architect. r' P { Infringements of the concepts and design ideas i t t presented on these drawings shall be prosecuted 1 r j to the fullest extent of the law. Copyright 2019: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without New i `` f the expressed written consent of the architect. t f �, Unexcavated i t € ! existing F.J. existing F.J. ?''r ' �r ?' Drawing Status j to remain 'I I to remain i : _ r ................................................................................................................................_........... E i { E t or BEIssued I I€ New 1 I Unexcavated l __-__. ; ?? ' Construction I I i r '+ � (3)2 x8 E lf ✓lll ��� T�l% �1�T ��1%T%�111/��%%/T�i% T/iTi �%i�� TII��1f%.. ! _ ,_-- _ __ - --- - z# { _ _ _ tall masonry h ader .-� _ Ins m f ex. ( i,. ..., t orry j shelf E t 1—r.-i E Iif NeW (pins) _i; i° truss rep ar n II u€ Inter wall r F ;I Existing _ Bathrm. #5 ex. linen , ' 8athrm #1 III New Utility Ut' ' � : , I� W.I.C , .......... r?� � ._ Dates Room 00 .co ,'` it li i " ° - w - ±T-10' / N ±T-10' L `, Relocated 4/ �, i ; I, o - i -_ - - 21 Issued for Construction CI c ? 00 f c o Clg. f - Om #2 .-.t._j`f : X Bedroom 23/ o. ; existing' �, __ _ N E _ . - Issued for Construction _ existing o - w 9/1/22_ i �' - - .^'j ; fT �f ±7'-10' 11/10/22 As per Town Comments r= �.... . ___.. i w,t N Clg. (2)2„x4„ v /16/24 Garage Plans post New i 2 G a e ` o , I W.I.C I °' existing 3 r' bo v I 3/7/24 Issued for Construction ' " I Relocated t c (Updated Design) Hall ±ci10 ! �I ; , Bathrm.#2 E M I g, c@i , Sitting 3�' existing +°o o / oo Room `f e� existing beam to remain i .......................... 0 1' existing beam to remain o�' o�' o�' aa) a`) I +7'-4" i ; existing F.J. to be ° o a o a>, s t, Clg. I� I cut back to new o+ + o}, I' stair header E o: : existing teco I r; x E new(2)2N8"stair hdr, (2)2" - _ _ -...-----. .�w .: ..:-. jack4 f::.._(3)2„x4++ l .. ..'.._ New s ate Description g Relocated i post -- E Project Bedroom #1 ` U_ FO er o E new y F Ei - c @ + existing 2"x8" F.J. oo ,E +7'-10' CO >� c, closet � ca [ _ E ' L and N g x _ E �,� - Proposed 3 to remain i.E E Clg, m °' ±T-10' o, ._.. _: . . Room.... - �' Clg. II M _. __ =_ c o Clg. '� ..............r U, existing rZ O existing ; _ ( X i X iAdditionexisting a� i D1O' a n d 4 2„x4++ 2 2„x4,E a� ^I o >;- -- i (2)2,+x4„ a3i O O N - l! {{ post post 1 -- o i., -_- .._-.. f.......... existing I jack (2)2"x4" 1 :aa) !': ...............................:. I (2)2+,x4++ post I I.::. Post (4)2"A„ Renovation • 11 11 E post omst 2'z1�0 yhdr..... _.. .-: (3)2 x6" above ys:....... :: .: .new 2 2"x1 "h r , I' new(2) O 0 d new(2)2 x1 hdr. post from -. LL E I P teco ;; new(2)2 x10"ihd _. .�.A- - �I - -- -___ _- 1--r=---- _�= � � - - - - 1-- E For _ Q......._.......... above - o I ............. fi a> o - line of ex cantiteverlabove I new 3 1%"x7ya' Ivl flush be I Q 3 � , ----- --I ---- ------- - --�-. --- ---- -�--- }�----- --- ------ ------- ------F A5.1 v+ �' - -_ .. _..- - -...-- o - -=m -- new 2"x8 F.J. to much r IN - o 0 1 i - - ---- 7-- - - v, ii - C > B i - > a rn v+ A5.1 E - E _ -':-I -i3 i._. L......_�. cfl s '......_. c�a� i and align with ex. at 16"oci: I •o c a -----' -� - c-ai - '_ t.a� - a > o _ > ... . 12` length) I_....... ..... 1I',: > -� a >..... -� > - = E E Perry —EN .!= : :.) aC O _ ( i' b I 0 .��: o - EN o x _,.. _.x �, � as....__.__.............line of new ..._._...._." — v.l_X...M co ....... oo m_as�, }. r I __-_-_. 00 0 o CO :.. �,: sec, floor. -- _ - -�— _ ...... a�_ x Ime of new s ^I I M` :floor above : U X .s 3 Q 3 , 2 2"x 0'+..hdr. 2 2"x10"hdr 2 2"x10" hdr. +-- = s:3 iv sec. fVeor - ' n 3 - -- o0 0 I I 3 ( 1 _ Ste a ,.€ v 3 3 above s line ofriew sec. ( ) ch th ca a) c - 3 0o v cn 3 _ ccn I M Cn 1........... C ...:.... _._ .... _.. m. 0 3 v M cLi a a 3 I: _ I _ , ew................. 36' I O 3 o t: o `o V. N , ....................................:............ ,... „.... ... _. . „.... ... ....-m ........ ... .. ...... _ ....--.56.... ....... I " 1�� ` d t LO 3 ered 1 >, I rIN , 10-0- eq.; 10-0 e4 - , ...min - �._10..-03„ e ...__...._.........-- ----....... _ 4 G LO IN Mallas C Z ' �1/ t a. ,7p , C — _. Patio _ ................................... ........................................ . ......... .. . .. new continuous (3)1%a"x9 ,r_ -.... 3 _.. = Summit Drive = new continuous(3)1/a x9/2 Ivl 420 low beam = o = " new. 3 1%4'x9%"Ivl low beam i;l •`-tN o= O N 4" ( ) +-- beams --- ¢ low beam LO .. - -. ..._._., .r N O c new 6"x6" P.T. post to be wrapped (typical) -�y .._.._ '�®i_ �.... new wrapped (typical) _.. _ .. _....._.._____... ___.___ pp Jurisdiction new(3)13/"x9Yz" Ivl low beam center this of door and center this Town of Southold post with I porch ridge ridge with ridge above above g Suffolk County 52" 5�" „ 5�" 12 " 5 „ 5�" 12 " 5 " �E 51" 5 " 4" 10-04 9-8 4" 8 4 4° 9-8 10-0 " Drawn By : 20'-81 12'-3" 20'-82" 4" M.P. porch roof framing porch roof framing porch roof framing (center with door and windows above) Checked By . ±24�" f31" 21'-0 ° 12'-11" 21'-02" M.A.M. porch floor framing porch floor framing porch floor framing (center with door and windows above) Job No. EQUAL 2013 Sheet Title EQUAL First Floor A B E Structural Plan A5.1 A5.1 A5.1 Proposed First Floor Structural Plan LEGEND 1/4" _ .1 '-O" Sheet Number : plan north Indicates Bearing Wall TZT_Z7_7-7_7-717- F- 1 Indicates Post From Above I x,l ! j s A 3 3 A5.1 h za E:� 0 .a) n c C N porch floor framing c� c rl rl a 3" 14'-0" ....... /k rc i te� ct porch floor porch roof framing 1" 5 „ 5 „ 5J" S-0" new(2)2"x8" new(2)2"x8° ---1 21 Main Street Stony Brook NY 11790 header header _ -- phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@optonline.net ------------------------------ ao web. MMArchitectAIA.com steps ^� �2�2"x6"icollarties I These plans are an instrument of service and are -H o _ _ _-__P—_ _ N _--+--_-----_-- __- he exlusive property of the architect. s � {—_--------T----------- i ......_......_._...._i ------------- a) __ Infringements of the concepts and design ideas new(3)1/"X9/" presented on these drawings shall be prosecuted a Ivl low beam c ...__.... _. to the fullest extent of the law. Copyright 2019: Michael Macrina Architect, c. All rights reserved, — ----------IF---- 1 ,.................................L.. _ part of the plans may be reproduced without ---------- -- ------- - - L L..__..............,...._.... the expressed written consent of the architect. 1. LO I 1 !...__............................:... . . _ 2 2 x6' icoll r ties b new 2"x1 b"C.J J. .......... - - ----_ -------- r new 1 1 ( g i > 2"x4" DrawingStatus 1 1 at 16"oc 14' length) (3 2'W" a> EE (2) 6"x6" P.T. post I r - -- - -...... -I _- ) I mil ro Jack N in to be wrapped i i ..... - -- --I ---- - - L jack �:E I' a� D (typical) 1 1 new double 2''x10"C.J. - - aa) @Io D _ T col 1 (2)2„x L c A5.1 --------- 13 X 1 new --I 3 X —.-_"- -__ - --�(2�2"x6"icoll r ties J o A5.1 i - -- U \ a) ro I skylight 11 a�N ro ---- �r 1 .........V�I I I above .._................i vt................ .: \ I I a�i Issued for of rafters i ex. roof rafters ---- _ ex roof N X t o ain; I to remain --__ o rn EI - o X ;iIi new double 2"x10"C.J. I ; - -_. 1 0 1 0 _......._,...._....__............. v rn o0 0 _1 CO � ,J2)2"x6"ic_oll arties _ C I I I I i 1 a) 0 0 r1 I f new double 2'.x10"C.J. T11 -- r a a `��---------�I — — - Down 5 K t h T ical Collar Tie - , , - - .... - NewI, c en --- et ottom o eac f �� X.v i j new f .....--t X� I - �_ ,� N ro I i :.........skylight; I I N @.....L..............I ....................._:.....i............_........ (3)2,Ix41, ' Vaulted cl collar tie at 9 0, A.S.F. 0I1 -_-above­----- i �c�� -- jack i g' - .. __. .. ..................._... B E 2 2"x6"Icollarties ii1 .... ...... — --------------- --- -- -------------- -- --- 1 I new double 2"x10"C.J........... --_-----_ —_-----_-- ----:---- Dates MIS I, W new 31%4'x9%" New Ivl low beam i i ___. 1 �Ig L _Screened ' O ' 4/23/21 Issued for Construction I I ... align post _....i... POrCh _....... 3 ! 2j2ck61, i (2jack - ----nevv !......_. - ---{ Issued for Construction with wall i (2)2"z10" .. {..; 9/1/22 l: 11/10/22 Asper Town Comments ,ten i 1 _ __-_ __ i new(3)2"x10'.header...,_. ____._ _I 1 new(3)1 Y4'x 1 9Y4"Ivl header_ _ header new continuous(2)2"x10" hdr. p ---- ---—----—----—--- - , 2/16/24 Garage Plans `ram 0 (4)2'W" (2)2"x6„ �`� c 2 2"x4" 2 2"x4" ,�� ao L 5 post post I _ ro ( ) ( ) , x 3/7/24 Issued for Construction � E post post , N a, �, , (Updated Design) a 34 " N �, +8,_1„ New �� �`� axi O �i� v aa)i w 3" ,_ " �M N °' i i New �' Clg. W.�.C. I �a) \`� ,'� a' porch floor roof framing 3 L i n � > i I Pantry .o existing c L —3'-7" c II I ° 0 L E I I U I I I � g i-------------- -- g a> o rl� I I o� c III I I N .c I I >rn I I I I i ; = (2)2"x6" ro c III III m III C o III o 1 I E floor framing post '@ I I rn I I o f I I .- E� I I X I I +81.1 f, o °' I o ' a E III 6 1 I I1u. ° N I I I� N o N ao I I I� ^I I Clg. c O - a> I I p I I� ;_ ­-------- , rn I I� � m a)�c I I� ;- - , Existing � Cn , �^ m I a aa)i i Q m C � N I I Q � � Q W= o �I I Q L � existing X � I I_ �, a a) i I_ I Bedrm. #4 m - I No. Date Description 1 ' ` I I I co - - ` I I I oo - Q > ` I o a3i new sloped I it I new sloped `n In > � I I-' o axi � I I-' o (D E o ro p x N I rn rn -0 0) I U I a, i 1 x o I 1} _ o I I L a3 ro o i i s ;__ _ C.J. at 16"oc. I New 9'-6" _ I C.J. at 16"oc. � I I vl Iro 0 VI Iro U vl Iro CO a oo III a III M III """" match R.R pitchi Tray Clg. _x � I match R.R pitch Project E E o E 0 m Ni1i N111 ° Ni11 new Renovated I vi(i�° 'Q N i I i�° 'T N i I s° 'Q I cc closet Bathrm. #3 ...... i ------------ c _ _ Proposed o � �I I I Icn I IEn I I � (3post 1 new 2 2'x10"hdr. i ,'� -�`� ( ) single 2'_x6" hdr. existing _ , 0< Addition a n d i-----------r--1 --------------� 1-------------� r---------------i header - � � " L ---I I---------- I !------------ I !------ r-n_CIf,9ir9�'--7 `x° I new sloped ed ^� I I I I I I I I I C.J. at 16"cc. N M I I I I III III ; (2)2'W" 2 2'W" cal ro i N i 1 I I I I ( ) UP i -- I m match R.R pitch Renovation New III III III �I post post L--- I Imo '/ \� 1 1 1 I I I I I ' ------- ` new(2)2"x10"hdr. Great '' III Room I I 1 III 1 I 1 i si gle 2"x6"hdr. I I I I I I o^ I I E I rn each side ....,.- f.::i For N i i new vaulted I i > i i it ceiling I l i ro c III U p III _o I - I I N I i 1 aa) E E 11 C i o, 25 x54" pull down o ,� I I 1 I I 1 o f i I 1 rn >�, 1 I I --_ --------- stair to attic above rn ro I I m I I E o III i> w I = U U a) E I I I I I I = E I I secure each I (0I (iO c Perry o a� �_______ - centered in hall Existin ` '@ ; Relocateai o g ro 0 o f I I 1 I I c o I I � n� I I I _ x x m I I existing new I I Q C I I collar tie to ex. X I - iV I 1 cV v N o�, a, Bedroom #3 Bathrtm. # '. 00 (2)2'x6" E i I vaulted i 1 vaulted x I I C .0 N o_ I I roof rafter with a N I o a, a, io 2 - ro x post iIi ceiling iIi ceiling o iIi :�, o Q> 1 i „ ; �. ....'.... x o 1 x o x x o i�� Y2 dia through �i o, ±8'-1" iv ° ±8'-1" N & Stella .- a� I J J a, - ( '1 I'I 1 bolt. block as 3 11 - ............._ I 70 Clg. � Clg. `I `° `I� necessary I U) _ �`�y i �. ..- existing =X -- existing _...-n Mallas C I (3)2"x6" I (3)2"x6" new (3)2"x4" �I - - post post 2 2"x10" post teco i _ (3)2"x4' (3)2"x6" 420 Summit Drive O �I _ ----- -.___...__. post post (3 2"x6" __ __________________ header __________ _ new 3 13 "x Q "Ivl flush beam p°_ C - - - - - - - - - - � ) _ post new 3 1%4'x 9Y2"Ivl flush beam new 3 1% x 9Y' Ivl flush beam C MattltUCk, NY A5.1 O O new(2)2"x10" new(3)2"x10" new 2"x10"C.J. new 2'x8' C J -- -- 16w 2"(14 C.J. header A5.1 pack-out this at 16"oc(14' length) equip. closet at 16"oc(T length) at oc length) ;wall to align - 1 Jurisdiction with new ;. (2)2, (2)2 x4 'x4 ost 2"x6"walls - p new co tinuous )2"x6 - O " _ post 2 2"x 3 _ ._ Town of Southold _.._.._._�.._..- po (3)1/4"x5y" IVI st - I I IY--------------- ---------------1 1 new(3)2'W" header header new(3)2'W" header ' � I Suffolk County f I I I : ---------- --- - ----------- -------------------------- -------------------------------------- [7ormer Flate Ht. -------------- r -------------------------- ----------------------------t 1 -- --------------- `-''------ T-9"A.S.F. - - I , Drawn By : I I- - - - .._..__- -------------------- M.P. Checked By: M.A.M. Job No. A B E A5.1 A5.1 A5.1 2013 Sheet Title Second Floor Proposed Second Floor Structural Plan Structural Plan 1/4" = 1 1-01, LEGEND plan north Indicates Bearing Wall Jll//7TT17. Indicates Post From Above F Sheet Number Indicates Above Subfloor A.S.F. i A MiCh -aEA Align /k rc h i tEil, ct existing rake overhang to remain 0 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 Lead Coated Copper Spire fax. 631 686-6786 ✓, to be selected email. MMacrina@optonline.net Z > ✓ web. MMArchitectAIA.com (� tJ 2"x6" R.R. at 16"oc These plans are an Instrument of service and are 2"x4"collar ties at 16"cc x N 12 the exclusive property of the architect. 1 2" rake overhang , ' � 7� Infringements of the concepts and design ideas L 12 presented on these drawings shall be prosecuted - a Coated Copper to the fullest extent of the law. Copyright 2019: - - Standing Seam Roof over .. _................... .'.....-........._.................. ... ...,.....,._...................._........_,..... a aCo Michael Macrina Architect, pc. All rights reserved, �� ----------- _...... _......__...__._.._..... crown moulding 1/2"CDX Ply. Sheathing no part of the plans may be reproduced without the expressed written consent of the architect. new 2"x10' R.R. !� C II L 0 1"x6"trim board I N ( length) _ + at 16"cc(18' length) � D ' D new 2"x10" R.R. -C I o, 00 " (2)2"x6" header I � at 16' oc 8' len th I 1 2 L I Drawing Status _4.5 N s to align with existing / > 1"x6"frieze board d window(see plan) ' existing 0 Remove Exists l D new double 2"x10" R.R. - - g A5.1 - D Roof Sheathing /✓ a,I new I (D i L / A5.1 for Ventilation c^M l 'Velux' skylight l c N a 1"x3"Trim board at sill Access 5/4"'Azek'Sheet Material o, / �C M06 �� N - 2"x6"stud wall at 16"oc •5 E .X new double 2"x10" R.R. •- - 2"x8"sleeper Issued t- existing roof rafters existing roof rafters 00 o o /� `i "-+' =' ✓ to remain p to remain CU nS I cti I z o, 3 co a� 00 r— c 1/1, 4- r brace cross of ridge new double 2"x10" R.R. N - ' r - - ° a,I new I i J brace at 32"oc Q) x�I 'Velux'skylight I x Coo :X ' -X ✓ _ `c�Ll M06 I��o N Btl E 2-6 2-6 - vim- - N I � A5.1 A5.1 5•_0„ new double 2"x10" R.R. 12 ±4.5 I f N o to match Dates l fJ ±4.5 12 > , existing to match f Cupola Section 4/23/21 Issued for Construction existing C i ✓ e ><fi s t i n g -Pcl s c i cr o v e r In cr rn g t o remain 1/2" = 1 '-O" 9/1/22 Issued for Construction i -- ---TT7T77?tT7TTC7TTTT77T77- ?7T7TITTT/T/TTTT77�77Tf?7TtT7/%T7T7�✓!L-._?_TT7_Z - - - - - - - - - - - - - - - - - - -- - - ;_____________.-; --------------y__________-- ---_--.-------�------------------__----------.-_-_------ --------.._ _ j l_!_IT_LTL_T_ITITllL1_L7!_L!_/__!_11I�ZT7I77IITILI7Jl7_IIT7_T37_ITlT1ll_T7 /22 As per Town Comments 2/16/24 Garage Plans new 12" rake � I I i ; 3/7/24 Issued for Construction overhang new 2"x10 R.R. new 2"x10"R.R. I I ate e(Updated Design) at 16"cc at 16"oc to align with existing et d�o \e 3 H n 0 °�I ; I° ca can 5-0 Z3 3 existing roof j , E �''• ,� `I h 4 to remain ! .� 2-6 2-6 +�23 �o �� of cupola 3 a --___.__._.-------------------------------a between I°c j ----- -------- --._...._........_._..._.._ -- 0L° a� each ` I o> o C (REAR) I i No. Date Description } -31p �o�j gambrel 1 �y �e 5'-0"x5'-0"cupola ; Lroof X A05 si l I ; l o ! i 2 2"x6" Hdr. - ----- .oIN -------------------- LN O Project (------..-.---, ' ---- --------"-- -------------------- 0 see drawings �, same sheet / 0 (3)2"x6" ; ; +� corner post I I _ 3 Proposed I chimney to be centered ; J r---- ---- --- -------T--- --------------------------------T-----------T� (typical) 6" o on ridge (see floor plan / --- -- -- -- - ----- ----------------------------------------------------- C 6" ' " � Addition and for exact location) existing ridge board to remain existing ridge bc5'ard to remain 4-0 N o, � x s I L ` 1 0 7� I I / = L L I �� N: N Renovation Q 1 1 > C o \ o I �� A06 is io A04 —t}�-- ii ______-_ r__________________________1� ___� �__ ___h O i -_.___ ________ ________________________1____________1_________________ ___ 1 _1______---___..._________________________ i T T - � N N �� L / C+ F {---- _ - 0 N Ef 3 Q a� 3 Q For a, °' equal _I I� a ual , 0 i i N j m 12 12CU � ° 20 q x Oi ' o N '� �� 10 100 Co o � I o ? 12 12 m C o 2 ,� -p `�J N/ � °' 3�I 13� erooflto ry 10�� Q1 O N:Y o E Perry existing C ° ° 1Z remain N existing �' - F= 9 - x ' , ' ; ; ,k 's` roofto �' o I (2)2"x6" Hdr. E roof to D y �o new roof j new roof co x 2 x 1 2 f l a t s l e p e r i N - remain �, '� overframe^ overframe new roof > new roof E �^ remain .� A03 8( Stella overframe"" overframe (FRONT) 2"x10" �l 2"x10" b ! l •X • overframe R.R. overframe R.R. I �____ ._____ ' N x \�ne w roof �= < ; 2"x10" �•- 2"x10" � ----- ---, I : N o overframe R.R. �x overframe R.R� I Mallas overframe I � , t o_ Cju ola Plan post below post below I 3 X ,� ; plan) (see struc. plan) d I I N is post below post below 420 Summit Drive (see struc. sari ) ' /2" — 1 ._0.. _ _1TfI.T. — — c Ian � see struc an beam below see strut. Ian - beam below see struc. Ian plan) ( lTl . 1 TZZlIT! IZJ.7- / C 1 _ see struc. I A5.1 existing' fascia ( p ) ost belowJ' ( p ) ( beam below see strut. plan Mattituck NY p post below ✓ existin fascia A5.1 overhang to remain ! see strut. lan) g i ( p ;(see strut. plan) ±� overhang ! remain, I 2°x10" R.R. D 2°x1o° R.R. �x1o" R.R. _1�111T11= "ITT_l_l %11I1TIIlll�l%`_ZIfITI= 2"x10" R.R. /� 2"x10" R.R. 1:16 oc(10') at 16' cc(10') at 16"oc(10') at 16"oc(10') at 16"oc(10') a2"x10" R.R. o Jurisdiction . o v t16 oc 10 12 ...................J :......................_. ._.._._i_.......................J. - -. 1 fascia , ovenc��,ng � - - --. ..29� . ....._...._... - `.. _ ----- _........'..--------- -..-.' ---- -- 1z29--=.., ; ROOF PLAN LEGEND n of Southold - ------------- Tow 12 rake overhang 12" rake overhang w 12 12 g a Suffolk County N n- i.- ---- - - - H _.......... ............._ _..................._...2_xS ..porch R:R-------_......_. .__ 2',x1.0 R.R_ ._ --- - -- ±4.5 ±4.5 m N 2 x10 R.R----- - _.....____----2� 8 OfC�1 Rom.__________.__.___._..___.._________________+_1 ALL ---------------------------- P -... .._._..._......_.................................................i..... H BELOW ROOF a oc(5:12 pitch) at 16"oc(29:12 pitch) ° at 16"oc 29:12 itch at 16"oc 5:12 itch 12 rn ( pitch) ( pitch) •• / 2"x8" R.R. L 2"x8" R.R. INDICATES ROOF PITCH Drawn B y : ------ --- ----- --- cscicl overhang ,% ') j�� 1 2" fclscia ovenc �ing - Align Align ✓-------- ---- --- ----- -- - -- Y Align X M.P. at 16"oc 8' � at 16"oc 8�--- ' tAlign BEARING WALL 7TI17T7_Z7_Z�: . f14 fascia "' f14" fascia BELOW ROOF Checked By overframe overframe 1 2 rake o va r h a n g M.A.M. A E INDICATES AREA OF - i A5.1 2"x8" porch R.R. 2"x8" porch R.R. A5.1 DOUBLE ROOF FRAMING _ or Job No. at 16"cc(5:12 pitch) at 16"cc(5:12 pitch) B INDICATES POST BELOW ® 2013 A5.1 Proposed Roof Plan INDICATES STRUCTURAL - - Sheet Title BEAM BELOW ROOF /4" 2 Roof Plan plan north INDICATES OF OOF FRAMING SEQUENCE - Cupola Drawings NOTE TO FRAMER All overhang sizes noted on roof plan are Sheet Number : rough framing from outside face of stud wall AMM to outside face of sub-fascia and sub-rake. (1)2"x6"Treated Sill Plate ------------------- I� ro p e rt y Line - ----------------------------------------------� Coated Copper Finished Driveway Termite Shield (°`0") EXCAVATION AND BACKFILL � Sill Seal Insulation ' I'`. 1. Contractor shall locate and stake out all existing underground utilities prior Anchor Bolts E to any excavation. The utilities shown on the plans are an approximate II location only.(see Anchor Bolt Dtl.) II = y• 00 2. Excavate all areas as indicated in the drawings.All excavations shall be the Garage Slab II ,: minimum depths required achieving clean undisturbed virgin soil with stable (see plan) Q. .. .. . cx JJ :-J moisture content and non-shifting and non-shrinking soil characteristics. ° . The Contractor shall be responsible for notification of poor soil characteristics o = to the Architect and shall not proceed with the work until receiving instructions CD VIM 1-11pM from the Architect. KA a C r n a i 3. The Architect has prepared the drawing and specifications with an assumed A B 8"thick Poured Concrete /krch ibect Foundation Wall ° = bearing capacity of 2,000# per sq. ft. and an assumed soil characteristic of sand, A5.2 A5.2 Set these walls parallel °` E silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) to property lines "Co unless a soil test analysis has been preformed as per table R401.4.1 of the Provide 2"x4" Key o '`' 2020 Residential Code of NYS. 21 Main Street Stony Brook NY 11790 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. .__ below finished grade unless noted otherwise on the plans. phone. 631 686-6585 _ o Y I I 'o:•. o•. fax. 631 686-6786 3 Top of Pier Top of Wall co � i o = 5. All backfill shall be clean granular fill. email. MMacrina@optonline.net 7'-3"above Up 7'-9" O (2)#4 Rebar p g masonry web. MMArchitectAlA.com ____ 1 5__O" _ Garage_ Setback -_0'=0"--__---- above 0'-0" �, - - ate- 6. No Backfill shall be permitted against concrete or mason foundation walls r _______ - - - - _______________ - „ without floor framing or proper bracing as required to prevent damage to walls. Compacted 4 o Backfill shall be permitted within a minimum of two weeks after pouring. These plans are an instrument of service and are Clean Fill The Contractor shall be responsible for any damage to concrete or masony wall. I I the exclusive property of the architect. I _____________________ ____------------------ ----------------_ _ ------ I " Infringements of the concepts and design ideas A N I r----- — 1 r-- r-- I 16 NOTEI I L __ J L __ J= °O I presented on these drawings shall be prosecuted 1` ` �j I I � I I , 7. All grading to drain surface water away from foundation walls at a minimum to the fullest extent of the law. Copyright 2019: Q P I I 3 „� I i at a minimum of 5%slope. Michael Macrino Architect, pc. All rights reserved, V 8"I I 8 1 I Typical Garage no part of the pions may be reproduced without + „ I ++ 16" " 16" I 15'-6" the expressed written consent of the architect. "Co Exact number of steps 4-o I 11 -9 10-5 11 -9 ' 1 on run for concrete 23„ landing framing 1 1 8" 8„; Foundation Along CONCRETE stair to be determined 4 + „ I I „ I 1. Foundation walls to be a minimum 3,000 p.s.i., unless noted otherwise on plans, Drawing Status in field. Extend fnd. 3_91 1 36-8 1 Q) I Front Wall on the above soil assumption. If other soils are encountered, lower bearing new 2"x8"P.T. F.J. I I I I i Wc111 as required. at 16"oc(4'length) � i values are to be assumed and the foundation must be redesigned. = i I ®- I i I - J I 1 -� 2. Porches, Carport slabs, exterior steps and garage floor slabs are to be a typ. porch pier I I N 417 3 3 = i minimum 3,500 p.s.i. i I i rn i I of 3. Concrete shall be air-entrained. Total air content ercent b volume of concreteJ = UNEXCAVATED FOR I I00 +' shall not be less than 5%or more than 7%. (p y )I ' o GARAGE SLAB I I L i Top of Found'n r ®- Issued f (3)2"x8"low beam 11 I I -� I Wall 0'-0" E/A5.2 ' -I--I-� I 6"Thick Poured Concrete Slab (3,500 psi) 1 I = i ( ) 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the Cu I I ■ �I I E/A5.2 1 I o d narrowest distance between forms or three-fourths the clear spacing between I porch pier— °'1I I w/6x6#10 Welded Wire Mesh Lapped C 1 I I I To of Slab o E tYp p p i I N min. of one full mesh &wired together at .o I N i p reinforcing bars or between a bar and the side of the form. 0 0 _ _ 1 Finish Grade 48"oc over'crete-hete' radiants stem = o I 1 I i 5. Forms shall be made of wood, steel, aluminum, plastic, a composite of cement N °O g' Top of Wall concrete pad I I co I Y o I I and foam insulation, a composite of cement and wood chips, or other approved over 2" Dow Tuff-R rigid insulation board I I I iLLL p p pp = align w.grade under stringers _�_� 6"x6" P.T. �I I I I I ( material suitable for supporting and containing concrete. Forms shall provide o • id at grade___ - - -- - I over.006 polyethelene vapor barrier over �, , I , - Up±7'-6"above ____-- t 1 post on I N I 1 , sufficient strength to contain concrete during the concrete placement I p-p _ I fnd.wall I 1 4"thick base course consisting of clean 1 I :`: _ _ _ 1 I 1 operation. Form ties shall be steel, solid plastic, foam plastic, a composite I sand, gravel, or crushed stone. Pitch Slab I 1 I Haunch Slab of cement and wood chips, a composite of cement and foam plastic, or other 1 Toward Doors a min. of 1/8" per foot. pitch slab i 1 i suitable material capable of resisting the forces created b fluid pressure of p 9 Y r7r� __� �____ ____., 1 (slab area= approx. 684 s.f.) 1 I i fresh concrete. N o 54" ii i,$„planter _°o° i i 1 I I Found'n Wall Dates ,f6 l0 i -______ - i i ; 4/23/21 Issued for Construction D/A5.2 , li 1 i 4 1 D/A5.2 1 ;' I I 9/1/22 Issued for Construction o I I Slab Edge Detail V. P 1 'i I i i 1 1 i i 0" I 1 i ., ., 11/10/22 As per Town Comments �, Cl. ; % ; '1 1, 11 , - }5 1 Nq Top of Wall i I o 3/4 = 1 -O FOUNDATION PLAN LEGEND g 2/16/24 Garage Plans a 8"above I _ I I E finished driveway I 1 i� (2)2"x6"treated STRUCTURAL POST [3 3/7/24 Issued for Construction i 2 I 1 2 Top of Wall Top of Wall Top of Wall 00i i I 2 (Datum 0-0 ) 2 2 I :` 1� Sill Plate min. 2 2x6 unless noted (Updated Desi n _ Down 16" Down 16" Down 16" I O p g ) QD ► °°_--- Y1 I r below 0'-0" I below 0'-0" below 0'-0" 1 I otherwise on plans II Coated Coppe planter _ Q4� i _ 1 ----- -- -------------------- -------------------- ------------------------- ----------- -----� 1 Termite Shield ---------- -------------------- -----• ------------------------ ----- -------------------- -- --- - .i Sill Seal Insulation (7"-9"above Post above VN Line of House - s °O o r 0'-0" drop wall for stair Top lof wall S �I 2 �I 2 �I 2 ( )24" below stair wall down 2" „ Anchor Bolts = c u +5'-6"from To of Wall below grade see Anchor Bolt Dtl. i ii •, 00.E TECO = INSTALL SIMPSON STRONG 0'0') (see detail'8' to match rear 8" • 2" it same sheet 4- „ II + � TIE JOIST HANGER No. Date Description stair wall height 36 Foundation Wall New Foundation Wall on footing Up±7'-6"above _ 4'-10 8 thick Poured Concrete , e � top of wall (0'-0") Project waterproofing > 8"above finished driveway --------------- N `� to grade o ______________- Proposed 2'-6" 9'-6" 2'-3" 9'-6" 2'-3" 9'-6" 2'-6" ,+ o: a, Lower Top of Wall u7 I Q m.o. M.O. M.O. Provide 2"x4" Key +i Tuff and Dri 38'-0" HOLD off 1/2" Premolded Filler water proofing --------------- U setback line over 2" rigid (see plan) Addition a n d At Perimeter of Slab OR board OR _ � --------------- Renovation Garage Slab ,: °; #5 rebar 18"oc A B (see plan) o. vertically and --------------- A5.2 horizontally - . o OR (3)#4 Rebar _ For Proposed Gara e Foundation Plan�� g Compacted " - - - „ - Clean Fill 4 = --------------- 16" M 1/4 - 1 -O Perr ON y plan north Typ. Foundation Wall (see Poured Concrete Pier & Stella 10" (see plan) FINISHED GRADE I I top of wall Patio Along Sides and Rear �' Align � � Mallas pool pavers Detail Symbol 2 2 o • 420 Summit Drive filter fabric ° No. 5 REBAR 6'-0" o.c. 6" min. Required Hold Down ® MattltUCk NY HORIZONTAL 12 max Location (see detail) at 12" O.C. H- - 1-1/2 dia �. �. �. l' #4 Rebar TYPICAL TYPICAL X Jurisdiction PVC weep holes - • - o - FINISHED GRADE SPACING CORNERS E No. 5 VERTICAL REBAR :.r r A,+" DD • , , co N Town of Southold @ 12 O.C. ° UTILITY SERVICE NOTE r. a 3"sq. Washers& 0 Suffolk County End Nut Setup gravel backfill ° � � • • 'Simpson' BPS%-3 General Contractor Shall w" ° • hot-dipped gale. Locate & Stake Out All 2"x6"Treated Sill Plate EXlstln Utilities Prior to Drawn By 2" clear Any Excavation. The Utilities M.P. °. Top of Landing Detail 5/8"dia. Anchor Bolts ^ Shown on Plan are T ical E Checked B 4,000 psi poured concrete _ (Typical) � Approximate Locations Only. Y wall and footing •• _ •_p•• a. V z M.A.M. P.C. Found'n Wall - a 20" �, D8 6" � Job No. „" Typical No. 5 REBAR ° to tread „ TYPICAL PIERS 2013 at 12 o.c. ° 1 nosing #4 Rebar ° . ° a Anchor Bolt D t I . each Tread All piers are to be 3'tall sonatube Sheet Title ° Z #4 Rebar Not To Sca I e poured concrete pier on undisturbed soil 2" D u � 2+� each Tread Top of Pier to be below finish grade °. . . Garage ry #4 Rebar 12" pier diameters x � •• a •#4 Rebar 7 . 36" 2 total Foundation Plan D a -H E � • •. 00 No. 5 REBAR at 12" O.C. - Details #4 Rebar �, 3'-0" 12" Typical Tread Detail Typical Base Detail 30o Sheet Number : - Typ. Retaining Wall Detail Typ . Stepped = 1 ._0.. T ical Concrete Stair Details Footin Detail yp g �� A B •2 t •, ' A5.2 A5.2 ROOF PLAN LEGEND 2"x8" R.R. 2"x8" R.R. WALL BELOW ROOF ------ --- --------`----- at 16"oc at 16"oc 12 (12:36) 12" fascia overhang (12:36) INDICATES ROOF PITCH - -,I X i c.%, h -ra E:� I T717_f71✓_IZfI.1"Ill_T_I_TI_l_ZTLZ1IlI11111Z1Z11 1_IIT_ITZlT_11I1Tl71I1T_17II:T 7_ _ _T7 BELOW ROOF LT/_/%lll//1: C r-1 n C� _ BEARING WALL I I__ 6" dormer 6" dormer INDICATES AREA OF rake overhang rake overhang ;1 [ or ! Arch iite� ct rn (typical all dormers) (typical all dormers) �¶ DOUBLE ROOF FRAMING U� i I v' INDICATES POST BELOW ® 21 Main Street Stony Brook NY 11790 I a, pitch 0 ex. house INDICATES STRUCTURAL p - - hone. 631 686-6585 I rn � to match m BEAM BELOW ROOF fax. 631 686-6786 00 1 I N Co x u �o N ! 1 email. MMacrina@optonline.net x INDICATES SEQUENCE _ x N o N I', X o v � 00 N NI o OF ROOF FRAMING 2 web. MMArchitectAlA.com Q) These plans are an instrument of service and are VV// N I 1 CO the exlusive property of the architect. Infringements of the concepts and design ideas I presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2019: O I I 1 I0 no Michael Macrina Architect, pc. All rights reserved, 1 1 I I I I part of 3/4."x 1 6" I �I ridge beam I NOTE TO FRAMER the expressed ewritten con re produced post ridge 4�1 post ridge architect. �-: F,, � - beam down to w_. beam down to hdr. below ! post ridge I \; hdr, below I beam down , I ( ; All overhang sizes noted on roof plan are Drawing Status Y ' , to beam y below rough framing from outside face of stud wall j L I I � I I I -� r I ` to outside face of sub-fascia and sub-rake. m I I m I L 1 m 1 Eo co N cV I N xII II N + ! I iv I I u Issued fol C) ooI col ou oo1 ao x 001 xo x xl x iv o x x No I h UI ID STRUCTURAL PLAN LEGEND M4.5 ccj to match j �- e pit 71_h se I Indicates Bearing Wall - - - - - - - -------------- --i �- - - - ---- -- ---�, il ----------------- I - -----; — Z,_7 Indicates PostIn � I � ' I rI/ .l T ✓/ "/T/iT/TT/ TI / ..ITI. 'lT ✓ 7._ 7r /I 111 / .T% �'� r7lT_ T17 /% ' 17- I % (see plan for size) dormer fascia over an dormer toscla overhana b dormer fascia overhana Indicates Beam Dates 2"x8" R.R. 2 x8 R.R. 1 2" fascia overhang 2"x8" R.R. 2"x8" R.R. (see plan for size) 4/23/21 Issued for Construction " " at 16"oc at 16"oc at 16"oc 6 dormer rake at 16"oc 9/1/22 Issued for Construction (12:36) (12:36) (12:36) overhang (12:36) (typical all dormers) 11/10/22 As per Town Comments 2/16/24 Garage Plans A B 3/7/24 Issued for Construction A5.2 (Updated Design) Proposed Roof Plan 1/4" = 1 '-O" plan north No. Date Description Project : A B Proposed A A5.2 A5.2 A5.2 Addition and A5.2 Renovation 5"x5"x3/"column 5"x5„x38"column .................................... ..... ............... ................................................................. .......................... . ...................................._ ... .......................................... .................................................... ... ..........._.......................... . ..................... rr rr „ 1 3 1 x 5 Ivl header 3 1 'x 5 ' Ivl header 1 3 x 5 ' Ivl header . . .- . . . : • � ., _ . _ � For ... '• •• '• .• � �' __.....,.,,..-.. .__.__...�._ ... _ -.._..____....... ...__—_... a ,,. ., - 3 ...........__.1 ...<....ai. ........... _....h' (2)2"x6„ (2)2"x6" (2)2"x6" �- _ _ _ i__ _ _ __ 1 post post post Perry (2)1%"x9%4' Ivl 11 (2)1%4'x9Y4' Ivl under wall above III (2)1%4'x9Ya" Ivl under wall above _under wall above T II & Stella New °' Mallas II II U) = ca0 i m p , Unfinished o 9y"TJI-230 F.J. III 9Yz"TJI-230 F.J. III 9y' TJI-230 F.J. M o +{ sloped ceiling o a, _______ at 16"oc(12' length) �I� at 16"oc(12' length) �Ii at 16"oc(12' length) I o �, Attic N i 420 Summit Drive I I I teco to flush beam I I teco to flush beam I I teco to flush beam -K T`' 1- ................ 0 1 1 i i 1 i • ." Vaulted Clg. (2)2"x6" Mattituek NY jack € ' a I I I I I I I I W I I I I I I Jurisdiction I °o III °o new ridge beam above(see roof plan) °O I I I camel I I I ___..._.. .___. ca a> ( �y.. .: ._........._.................................. ..................................__.................................................. . .... ... c` x -- Town of Southold I ;1; (2)2„x6„ Cn I I I I m111 rnll, (5)2"x6" post Suffolk Count I I I I rn c l I New c l l ( down to beam post c y o TWO-Car 0p ai iIi o below o 3 - I I I I I N ai (2)2"x6" N Garage 11 _ I .__ y I _ � I .—� 111 jack �, I I :r - :__. Drawn By : -_ . � coo a i B III III c a� a, _ _. . _: -: ns M.P. df t, ! 'I '1 1 1 4 i ti _- 2 N sloped ceiling o Checked By: 1 I II II ; o I I I I I I I i n — o a> I I I I III 0 1 k i t 1 it; 1 U) M.A.M. I i i 1 i iIi t i i j,t Job No. I I I I I I I O I I I I O i _ _ 1. 1 X L(2) 3 „ I I 3 I I 3 1 ,r i i1/ x9%4 Ivl under wall above_ (2)1/4 x9Y4' Ivl under wall above I - 2 1/4 x9/4 Ivl under wall above __ x �.____-` 2013 I I I I N ..•... 1 I I I I N __ _ 1 __• (2)2"x6" i (2)2"x6" ; (2)2"x6" 1 I I 3 �� I I , ^� 3 r, _..., , 5"x5"x/ column 5'x5 x column t _- '- - I!`. b ost i post post a Sheet Title - .......... I............._. . h,.................t P a 1 I I 8 I I ........._ _. ........._ s I U, r r I.r h1, y It I� � ......�... _.. ..... ...J , d. ......... t�..� __. Y �......... ...... . ..... . i 3 1/a'x 11/a Ivl hdr. .. - -:..........� ( ) 3 „ (3)1% x 118r Ivl hdr. (3)1%4"x 11%a" Ivl hdr. 6,r(3)2"x6" header (3)2"x header (3)2"x6" header l 1 (2)2"x6" (2)2"x6" (2)2"x6" (2)2"x6" (2)2"x6" (2)2"x6" Garage 11 jack jack jack jack jack jack Structural Plans 1 1 1 11 A B - Roof Plan li A B A5.2 A5.2 A5.2 A5.2 Proposed Garage Attic Structural Plan Sheet Number : Proposed Garage Structural Plan 1/4" _ , '-O" plan north Ld 1/4" plan north _...-.w• V - t .... of cupola, windows, door and porch ridge i C: h I typical mAeta new metal enclosure—� roofin to be selected Ma C r i n a bluestone cap c of ridge and windows new 60"wide cu see typical of ridge and windows A rc h ii tE":� C E see typical thin stone veneer - - rake detail blind metal rake detail top of gable ridge to of able ride to be selected - _ - "' _ typical si flashing _ _ _ _ P 9 9 i _ - - - - - 4. i.;. ,.i;. I I - - - - - - - - - typical siding _ -- - - + 1= _ 21 Main Street Stony Brook NY 11790 metal flashing typical roofing _ � install blueskin tape phone. 631 686-6585 rn typical I - ro 11 ofing ic I fax. 631 686-6786 roofing LO over metal flashing email. MMacrina@optonline.net LO g „i, see typical flat 5/4"tapered ca ±4.5 12 ' ;` see ypic I flat calm tal typ p p web. MMArchitectAlA.com to match see typical flat tYP I' ' ` ; new utter eave detail eave detail new utte 1.. .!i ea a de ail oofm n gut er _: g existing g plate height These plans are an instrument of service and are plate height i typical ---... . - ----- - typical — — — — — — the exclusive property of the architect. Y .- ---- - siding Infringements of the concepts and design ideas siding � ,� ead ";� drip cut presented on these drawings shall be prosecuted !�` All Copyright reserved, new gutter 12 head ht. - 2 ` 12 r blind metal Michael the fullest extent of the law. Michael Macrina Architect, pc LIHLI� blind metal - 29 I, 1. no part of the plans may be reproduced without ILL >/ I --- -- Step 29. I step I ical siding the expressed written consent of the architect. new 29 r; flashin flashingJ��E 1x 1.2 a tyP g o �_, ° o z ^ low porch beam corner ' ical g typical typical o+ to be wrapped tYP c YP ical r i board siding see typical see icl siding siding , ,l: see typical see ty ical 29 s•N c typical frieze 204 205 206 Ilne of _I g� detail typical O O O °O �' new porch rake detail rake '"`r Garage �' r P 202 203207 I 208 1. new corner 36"tall railing I °' °' -H D R-13 0 ,. M �.:_�.� rake detail ryrake'-'}etailj', � l t board to code to be COL� `� screens O O i O O Drawing Status b[in metal - _ J blind metal Mind metal --blind metal. selected bluestone v o blind metal d,. fl i f _step E bluestone J blind meta[ flashing ,flashing �, _ __ ____12_-4 ----- cap LL_ g ` 3� ashin lashing Lap ---____-- 'flashing _ step , n i 5/4 +. 12_ flashing- _ ------- ;_,.j-,-,T_�---�+_;-_+-+ L--------- - -=- ---------------- -------- ------------------------ - - - - - -- - - - - - - i blocking ; r t r- second floor subfloor .-a typical roofing ' _ ,a - - - - 9 ti . — second floor subfloor _ _ - _ typical roofin ; plate height r Yp i 6r pical - plate height _ _ siding - -- - - - -- - --- --- _._ - Issued fum grade beyond thin stone ali n k - I I I g low arch' veneer to be----- _..._. ee ical i i , , to be r selected I porch eave ; I I I JIF 1 p o, thin stone o o, _.._._._- JIFwrapped 1 1 z l I detail o v+ --- ._.._ =.. i TIE I I I I I I I 11 I 1 1 r j »n c % typical 1 ' l i 1 ; oo s�' V selected e is is O O thin stone thin stone i� -I -- -- _ - - i I I ICaI typical i i i i O i i i i 1 1 ; I N -Fi X r- X _ -_ - siding 101 102 typ 103 104 typical 108 typical 109 110 _ 105 107 ' ' siding l s veneer to be veneer to be .� I I I i I 91 posts behind I I g ` I i o.� selected selected +� - - - typical siding siding I I I I I siding new P.T. -_ ^_.... -- --......_.. ................................ ... . new P new new o . .._............. _._....._............_._.....__.......__... _........ ------- -- --- sidin e neW I I I I 11 N �. - -.--- ------ 9 1 new new new _-- -_�. :am.-� eva corner._... 1 I 1 I 11 1 I I I wrapped I - - _._..._-___......__ . __._..___.__....__._.._.._....... , _ r 1 I I I I I l 1 11 _ -_ i ca l Frieze Detail -- -- flaf� _ ... .... .------ .._... ._._.. - s �i � i..i i.::.i: i i...i :" I .i i_� � � _ - i o of slab I I Ir__� _ r =1. - - t p Dates , rr�� , L� top of slab I I ` _ 1 j new recessed panels new recessed panels new recessed panels new recessed panels I 36"tall railing 3' E I new c. piers below I i i new steps to code to be 4/23/21 Issued for Construction r k--new p.c. piers below---�I I - p' P -H (see floor plan) selected (see foundation plan) IF—new P.C.p.C. piers below— R (see foundation plan) I I I I (see foundation plan) I 9/1/22 Issued for Construction ----------- ----------- I------------------- I------------------- L----------- ----------- 11/10/22 As per Town Comments 2/16/24 Garage Plans 3/7/24 Issued for Construction (Updated Design) No. Date Description Project Proposed Addition and • 1 Renovation A5.2 to of ridge _ - _ _ For typical line of wall roofing I,_ � behind �._,�.._-�,�.�-,,:�-.<_->F..�. typical Continuous Metal Cap o, I roofing Flashing under siding 'I 2 - - `n I roof � - - Perry line of roof I - behind --, typical cal 5/4 x4 tapered c see typical behind l siding detail p cap a e a i plate height --- �, cap flashing g __ ._ - _ - _ height — I & Stella of new gable ------, - -- __-- - ----- -- -- -- i-- -- --�-- --- --- 1 new line of wall M al I as behind I !gutter see frieze detail 4 `,; new corner "5/4 x4 'tappered oL boards 1 e e e o ^ extend 5/4"x4"tapered cap _ 1 bhp ov�r'1 'z8 216 217 218 Y i align bottom with soffit 420 Summit Drive frieze poard 210 o0 0,X 211 00 X oo 1 typical - �, 1 s °' Icat �" Mattituck, NY a 2 + ; line of roof i JI typ. o ; ; typical siding new io r typical new �', Siding behind g -H siding o o A4.1 E I I roofing new corner - - - - ., new corner o - --r-------a boards s E typical s E boards roofing i i cap flashing over cap flashing over. ;, _.'..'! thin stone siding Jurisdiction 1"x8" frieze board veneer to be second floor subfloor j typical frieze over 'I J 1"x8" frieze board bluestone cap new gutter =' selected 36' tall railing to _ _ typ second floor subfloor 5/4 blocking Southold - - - - s--- - - - - - _ __ _ _ co o e elected -n i > Town of S uth lateheight - ------------------------ ------------------------------------------------- - _a _ � - -1' -_ - code b s ......__. top of beam = - Suffolk County t low porch beam Align to be wrapped con es t new 1.:.:., e s lect o o� Drawn By . o .X i.;.. ..i:::„, ` in stone _.. i new P.T. posts 11 11 corner :1L t boards 1 1 � o,X veneer to be :. M.P. i� behind to be ! 1 typical _I L 112 113 selected M P +{ o wrapped typical n w s O O - Checked By: E new siding siding o new! ! i I E new _ �� - �- new column i P grade t ical g:- `'',`°. ' ' avers on _ M.A.M. wrap g yp - - steps(see II II - ,._.., sidln�-'�_, ;_ . �'�`. . - floor plan) Job No. top of slab 1 1 steps(see 2013 E new P.C. piers below -3 floor plan) 'M (see foundation plan) I Sheet Title L-- ---------i Typical Rake End Detail • Elevateons Proposed-- Right Side Elevation - Front p -1/4" _ 1 '-O" - Right Sheet Number 0 a. -r\-A- ii c: hA EI bluestone cap new metal enclosure to be selected mc'a C r ii a ® � metal flashing ' - thin stone veneer to be selected Arc h ' to ct top of ridge ±4.5 typical roofing 21 Main Street Stony Brook NY 11790 to match existing skylight(see —sk li Y i9 o r lin m to Z floor plan) �� phone. 631 686-6585 typical roofing - s p laE in see typical fax. 631 686-6786 see typical flat rake detail -H email. MMacrina@optonline.net eave detail -- see typical web. MMArchitectAIA.com n L-- LLtypicalboard and - detail sht. A4.1 plate height - - - typical board and -- atten siding These s are an instrument of service and are s plans n ..._-_ -_ _- - __...._-- --_---. - batten siding —_ _ t0 of porch beam the exclusive property of the architect. - -- - - - -_ ---_ - --_ - - - - -- -_--- -- _- - --- - -_ - - - - --- -- - - - - - - - - - --- -- -- -- - -- - - / Infringements of the concepts and design ideas sen e on ese - ---- -- --- new gutter toethetfullesttextentdofwthesls alCoe ghtecu e � W new gutter SCOnC@S t0 x Michael Macrina Architect, pc. All rights reserved, be selected ,<... :I. ee e® low porch beam no part of the plans may be reproduced without FIT mr] 0 0, ,. !..i.::.:.,..,. to be wrapped the expressed written consent of the architect. o, = align bot. r; _ 219 220 porch beam new porch new porch �+ 36"tall railin 212 213 214 s x typical ;! !,I. , 2 5 p screens screens X I with new :-. new P.T. posts to code to be `,' O O O siding frieze board to be wrapped +I Drawing Status selected o.. ;,...,.:;.,:._, .1;_. with 1"x8"Azek new new new L - ; i __ .. ��c. aa'ndingand.;: ..,i . -.t i. siding bluestone cap s - '� . taps{see i second floor subfloor I *. typica l second floor subfloor 4 II ..+, -thint — — — h s one veneer top of porc - - to be selected I S S e for ---------------------------; i steps(see new foundation wall�� ! c floor plan) _below(see fnd. plan) E Construct -ion ■ 1 i Proposed Rear Elevation ----J- '--------------------- ------------------------- -------------- pry - 1/4" _ .1 ._O.. l J� - -- --- I I new footing below I I (see fnd. plan) new cellar foundation Jl wall below(see fnd. plan) -----------------------------------------------------� Dates L T J 4/23/21 Issued for Construction new footing below 9/1/22 Issued for Construction (see fnd. plan) 11/10/22 As per Town Comments 2/16/24 Garage Plans 3/7/24 Issued for Construction (Updated Design) No. Date Description Project Proposed new metal enclosure Addition a n d to be selected • thin stone veneer bluestone cap Renovation top of ridge to be selected = - = metal flashing - - - - - -- - _ _ - - _ - _ _ For top of ridge typical ' s typical roofing roofing line of wall 3 behind a, LO _ 12rooPerry ical typical new new porcsee h ea e typical-------- - - behind gutter line of deta roofing new gutter siding - ' - - behind ilro of ' - IOIL plate height ...� `Cap flashing & Stella top of porch beam - -- --- --- --- -- - - - ---- ----- - ----- ------- ------------- ------------------ - - - - - - - - - - - - - - - - - - - ------ / line of wallMallas Align new fascia l behind with existing %< see typical z E, 420 Summit Drive `- 221 new porch new porch new porch e e e e I detail sht. A4.1 X �' _ � 2 I °' Mattituck NY ao 0 X screens screens screens typical Co t ' Yp. I I line of roof +I Y s 225 226 siding 227 228 typical I o -H `� L g roofing behind -i I o�V I E CD r'�l ;-------�- - o Jurisdiction E 1I. l typical typical _ ' roofing siding = - ' cap flashing new c�rner ,� , 2 new utter Town of Southold second floor subfloor - ' boards 5 second floor subfloor - - - - — _.,... - t. - - - - Z plate height to of orch ■ ;i r y ,, „r�,� _....... - - N ' cap p p _ _ - top of beam Suffolk County steps(see = _ - - floor Ian - thin stone veneer -_ - --- to be selected _ ::.::1._:::,,:;a.;:_±:�:::..:::.:( AA pereclLIE ': Align I ' ' low porch beam I�--step up footing _ ;o, - _ ',dap over 1'x8' e e ;i. i I I p Y E Drawn B ■ ; - - ,frieze board I o be wrapped N siding L:, i. new I I , _ typical] ,. .no 'x M --------------- - - - J 115 t ical I i i ;i �rsr,� YP corner i L------------- � :. .. � ;:,::,,.:;1,. l:. I I I new P.T. posts L I = _ siding boards p '� I new foundation wall - ;:.,7:;:1,.:. ical o Checked B I -----, I I wrapped E p behind to be -H Y --------- I below(see fnd. plan) ,,,:::::,.:. sidingnew pp o M.A.M. L--------------; I pavers on co._ I ------------------ ;,`.� i `I grade I I I new column E wrap Job No. ------------------------------- ------------------�- . .L .. top of slab --------------------------------- ------------------------------------ - I I _ I - - - 2013 new footing below (see fnd. plan) I =E Sheet Title new p.c. piers below—�I I CO (see foundation plan) "' ---------- Elevations Proposed Left Side Elevation - Rear 1/4" = 1 '-O.. - Left Sheet Number : MiiC,'- h --REA M .-.3 c'W r l n ca Arch itect 21 Main Street Stony Brook NY 11790 M A X B U I L D I N G H E I G H T phone. 631 686-6585 - - - - - - - - - - - - - - - - - - - - - - fax. 631686-6786 email. MMacrina@optonline.net web. MMArchitectAIA.com see typical These plans are an instrument of service and are rake detail to of red e )rrAa Infringements of the concepts and design Ideas presented on these drawings shall be prosecuted 12typicaltypical to the fullest extent of the law. Copyright 2019: ±4-5 12 roofing roofing Michael Macrino Architect, pc. All rights reserved, no part of the plans may be reproduced without co . F4-5 - see typical see typical see typic the expressed written consent of the architect. sconces to� 1-OW dtil eave detail eave det ---tie selected r - ........—.._.._.........................-.._._..._..........— --- _- dormer plate height Drawing Status 12 �- 12.........---......... typical ical otypical siding 1 36 36"tall min. ryP g ® 1 36 a ive ac ivesiding blind metrailing to code sidin orJ 2 2 _ step flashing_....._._ _ w)s I ......._... corner 203 204 36"tall min. for � 3ailingl 5A'W" �. o o � railing to code boards - in o Issued —see o o-, -- tsPperedeaP-- Q- Q Q �u� ------------- --------- ------------- eavtypical detail s� over f x�0" �� � sconces to I 1blind metal sconces to blind metal sconces to s seln to new new railing tall -frieze-board 5 ca rafter late hei ht be selected be selected be selected blend metal I o I""1 01�a be selected railin --__ - \ P g flashing be_ _ _ flashing_ _ 14 _ _ _ second floor subflooro n s r u c _________________ ____ 9 _____ _____ wall plate height wall plate height typical - - - - - roofing 24- IE--P P - sconces to be selected 24" o � ( c. pier below return ''!'.; return �. I see fnd. Ian typical o "` o siding I p.c. fnd. _ - - - - --- ----------- ---------fi- ----- ------ -- - - - - -- - - -- - - I L---------� °O c. fnd. wall (see�� -- p' fnd. Ian Ical typical typical pica 0O average grade el. Dates I corner wall (see plan) _Yp. YP, tyP jY.P.__. .__ corner _ _ _ boards fnd. plan) siding 101 siding 102 siding 103 sidin boards 4/23/21 Issued for Construction foundation wall below .. .... (see fnd. plan) � , _.... _._ . ... ... . . 36"tall min. corner R 9/1/22 Issued for Construction railing to code boards' .. 0 top of fnd. wall new newL_J new top of fnd. wall 11/10/22 As per Town Comments LJ 2/16/24 Garage Plans I 1 I 1 I I 1 I 1 1 I 1 ' 3/7/24 Issued for Construction L-------------------------------------------------------------------------------------------------- ; o r. foundation ; L-------------------- -------------------------- -------------------- -------------------------- -------------------- ---------------------------J I o wall below I I garage door to be garage door to be garage door to be 1 (Updated Design) E I selected by owner selected by owner selected by owner - E step up footings L `� "' L___________________________________J _____________-_-_______________-___ ____-____-_J_-______--_______J_______----________-__---__________________--------____--------------_ ____________________________________------------_--_-------- _-----______________-----_--_----_________________________----_______I I new concrete thin stone veneer thin stone veneer Proposed Left Side Elevation steps to be selected to be selected 1/4" = , '-O" Proposed Front Elevation ' No. Date Description Project Proposed Addition and Renovation top of ridge see typical _ - rake detail 1 2 12 typical For ±4-5 ±4-5 _ roofing - see typical eave detail Perrydormer late hei ht �, .........................---.................................. P 9 r` ______ 12 typical 1 2 typical typical & Stella b - - typical yP .— siding _ _ roofing _. © ® ® ® roofing 36 �. siding 36 36"tall r d Ln 0l � corner - typical Ltypical s railingrJ Mallas i ­� i boards 9 209 a a 213 g 214 215 idin siding M I blind metal o blind metal CD ,, blind metal blind metalL - I s oo flashing step flashing -- �p -- flashing flashing o �Oioo typical roofing d b yP 9 cap flashing oQ ��a -------------------------- ------_----_=_-------------------------- ---- _ 420 Summit Drive rafter late height for oa -ty.pical-roofing— P g �� _ _ _ _ _ _ _ ��� second floor subfloor _ _ _ _ _ _ _ _ _ _ _ MattltUCk, NY wall plate height --------------------------------- ----------=------ - _ _ _ _ Jurisdiction 24" -- --- 51-t A-P tappered cap - _ Town of Southold return ® over 1 oard ��typical frieze board 24 see typical thin stone veneer i �i " Suffolk County O ---- siding =- return I eave detail to be selected ; I I M E -1 105 — - TT ao --- L----r----J corner boards - ---.-- I I foundation wall below (see fnd. plan) pbelow r Drawn By r foundation j ! M.P. ...... .............._........... - wall below I I I top of fnd. wall _ _ _ ------- i (see fgd. plan) Checked By: i---------------------------------------------------------------------L i i_L__________-_-_-----------------__-______------------______________________________________________________________________-_________-_--_-________-----__________________ ____________________J_; M.A.M. ei 1 r-------------------------------------------------------------------' L----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------J E I I N' --------------------------------------------------------J I —step up footing Job No. ---------------------------------------------------------------- Proposed Rear Elevation 2013 1/4" _ 1 '-O" Sheet Title Proposed Right Side Elevation Garage Elevations /4" - , '-O" Sheet Number : existing insulate in rafters - ......... __ ... new ceiling joists ridge board as required existing ridge new roof rafters (see structural plan) `'` 1 2 board to remain (see roof plan) ± ., spike to ex. existin exis ing R..R. ,,; 9 existing 4 5 ! X;. ,, �, ^, existing R.R. roof rafter `` ,;� g ! ! ij to.:remain ! new collar ties �., to remain new insulation , roof rafters (see schedule) insulate in rafters new roof raftcis install (1)'1/2"dia. j ;: (see floor plan) 2 as required �; (see roof plan) j 1 2 ! through kiolt tol ±4-5 _ + + _ +4.5 to connect `ollarte match ex. new ceiling joists existing ! ! ! to rafter i '. . ,", teco -- - I' ! _ y' (see strut. plan) I i plate height: ,- ------- - --------------- - ------------------ ------------------------------------------------------------------------ - sec. floor plate height Miic; hcaED� I to of porch beam - -- -- ---.-.-.__-.-._.-------------.-.-._.-._.-.-._.---.-.-.....-._---_-----_--.-.- -_.-.-.-._._-.--.------- insulate in rafters new sioped------ as ! -i� required telling Joists window header '` F '"-' j new flush beam window header ex. ceiling oasts g 1 (see strut:plan) ex. ceiling Joists _ - - to be removed • (see strut. plan) _= =- -- -------------- 1, existing C.J.to b'e ! existing C.J. beyond (see strut. plan) (see strut. plan) r 1 n a i to remain r, r� I; - new ceiling joists i! 1er�idved.( 2e ,i r vU to remain (see (see strut. plan) new to orch beam window!header (see structural plan) str0dtural plan structural plan) _ (see structural plan) new window ( plan) ( �new windo w ) = o ( plan) /k rC h ii t(D Ct I. see strut Ian I, _ �, !„ see floor Ian r I N ! ! I) U new 36" !I see floor Ian i =_ ( ;: : Existing !I' new framed rn ;rknew ,,., post to New ! j ! 1 New Great tall railing o, _,� 1 = � i 1 r I! be;wrapped ! existing framed Room o" I -Co+�. ( Relocated Scrdened ! new window = .. Bedroom o, walls see r ! ! ! j wall to remain '' ! o _ seat(see 1 ,; new roof rafters o 21 Main Street Stony Brook NY 11790 window floor Ian „ ! door it Y +I x new wi :I plan) +I r ! P;p _- _ - Efloor plan) i�� ee E (see floor plan) 3 Bathrm. #4 1 I new screen ! r!Dh y k, ' ! o v ;; #4 ; i ( be and ,l !1 I (s roof plan) o a� ( enclosure it ! I t =11 ........................ see tl0orj it i C ,__ I n o r b b d. hone. 631 686-6585 P � �' I: ! f !rII existingfloor existing F.J. existing framed avers i� --- fax. 631 686-6786 t ! : � I new luestone ---- see floor la I, _ ;! A6.1 existing framed joists to remain to remain wall to remain r 1 �._ P _--_ _ !i I p: : �' li n,Wlth ex. wall to remain i II new I " it !! email. MMacrina@o tonline.net second floor subfloor second floor subfloor - ;, .. I !; 5 sec. floor plate height P - - - - - - - - b MMA t t IA 3 4 ' we rc i ec tom height ` to of porch : , �" ••r• Y•Y r� � _::� �. - P P ir, _ top of d - - beam a an are 0 These Ions are an Instrument service — new floor joists I the excusive property of the architects insulation --- �iRelocated New..,' existin famed exlstln F.J. Infringements of the concepts and design ideas existin ramec7- new p.c. fnd. wall new p.c. slab (see g see strut. Ian ee schedule i g p g wall to remain BedrOOt11 #2 Den I ! wall to re ain - ( plan) ( ) ' p g prosecuted Existing to remain ! " resented on these drawings shall be o (see foundation plan) foundation plan) g ; 1 ! existing framed 12 �' to the fullest extent of the law. Copyright 2019: 1 newaow beam over an a` Bathrm. wall to remain g = Michael Macrina Architect, pc. All rights reserved, New (see StruC. ! o 'X no part of the plans may be reproduced without new p.c. footing $ � ! EXIStIn I a) (see foundation plan) existing foundati I new g Covered ;plan) I j the expressed written consent of the architect. s wall to remain opening Bedroom #1 Porch ! S ex. I ( existing new column Em framed ! foundation wall wrap I 71 Partial Section bedroom #4 o Drawing Status : walls to to remain I 1/4" = 1 '-O" 2 existing footin existing p.c. slab avers remain to remain bluestone new P.T. posts— j A3.1 to remain g I P to be Wrapped i 4, 1kSection I — _, __ —1_ top of sla17 b , 1/4" = 1 '-O" new p.c. piers below existing footing I (see foundation plan) i o Issued ful to remain S1 CC) nstructio n A6.1 new ridge board p (see roof plan) _ _ _ _ _ _ _ _ o ridge existing ridge _._....._....... . .... __..........._........._....... 1 2 ..__... _. board to remain _L-4.5 to existing R.R. nth eX• 7 match ex. to remain insulate in rafters r� insulate in rafters as required 'a 4g�3. existing R.R. as required new roof rafter new roof rafters r gr to remain (see roof plan) j (see roof plan) °. 12 existing R.R. ,<.; existing R.R. 3p+ to remain 9 insulate in rafters `' i 3 new ceiling joists Dates to remain new ceiling joists new 2"x10" +I as required � Attic existing ceiling i q ,�• �>' (see struC. plan) { joists to reman 4/23/21 Issued for Construction ±4.5 1 2 (see structural plan) hdr. each existing�, side new I spike to ex. ex. ridge skylight top of porch beam plate height roof rafter board to _ dormer plate height 9/1/22 Issued for Construction - remain w 2"x10"hd w 2"x6" n d�or header new r. new I window header 11/10/22 Asper Town Comments I p t18" existing f ,see s rut. so ed.C.C.J. new lush beam each side.- ..,, a E-- wall'cab. new collar ties plan) ;,� Iw ceiling joists F--�—door be and (see structural plan) „' (see strut. plan) 418 see;floor / r, ov rho gg to remain ( I : Garage Plans ( (see floor plan) New new low porch bearr�'" r;: toematcll New (see floor plan) I ; overhang existing plan) Cr2erleC� (see structural plan , I t;' and align bearing wall I ' 3/7/24 Issued for Construction s w existing t° I ; new window = wall be and (Updated Design) 0 ( P g ) g New of I i I with ex. _ existing new y be removed I I see floor Ian rn opening Porch , r' _ p g a, J I r i - framed wall Pantry ! (see floor plan) ( plan) y o, P.T, 1 to remain closet new window be and Kitchen o t t -� I I �' be wrapped j 1 ne I roof rafters ;_;..... I v new r loft floor I: -H verify if there is New I ; e roof plan) flew door (see f r island :.. existing flush I Align (se _...... new 5�feen-=�1 ', new framed ex framed base cab. (see floor t wall loor star ader g see floor —base cab. see new bluestone enclosure _...... I r - existing IF 3� 9 " 'r he Foyer I I with wall to remain ( plan) ( I r I' o remain s(see f I Iex. avers r plan ex stair enin plan) floor plan P ) oP g' second floor subfloor second floor subfloor - - - - - - sec. floo P i" s � I I I s r plate height 7;,,., ,, AY,;,;,,,f,n{'.},,^.,£: %;k,.Y., ,:.}J.^�."�,.,', :`;'',' - - plate height :.x, existing F.J. to— plate height :, top of porch � FT top of beam „ - I existing ! `� n (see strut.m No. Date Description ex. floor 24 new new framed new flush beam foundation wall existing , , - _� new new low b m - p.c. slab(see walls see floor g see structural Ian new floor new ceiling existing foundation shelf see stru . Ian joists to rniew _ foundation plan) new p.c. fnd. wall to remain ( beam to ( P ), , 3 # plan) Pro ect wall to remain ( P ) remain S helf T see foundation Ian plan) remain I I joists(see joists(see I i I c 1 ( plan) o new I I structural structural =O . existing footing ew i '� existing footing new p.c. footing _ ^ 4 1staircase I I plan) plan) II = y Utility Relocated i i I1 i) Proposed I 1 �- Hall Imo-existin New r E—new column i to remain Uechanical i� o,s to remain (see foundation pan) I i� X Room Bathrm.#2 ; ; g I I! i� +I._ Room o l .. +I I I framed wall to Covered I I wrap o new reinforced p.c. ar be removed I I; Addition and retaining wall (see new reinforced p.c. Porch ' —new 1 1 I I o new columns retainin wall see existing p.c. slab tile flooring to framed i ; new door I I foundation plan) s 9 ( walls see new c. slab `see (see floor bluestone I new P.T. posts (see fnd. Ian) foundation plan) 2 to remain be selected ( P ( I I I I i to be wrapped floor plan) foundation plan) ; ; plan) pavers I Renovation S�V Ct I O n A3.1 top of slab - - I t - - ' ; - - top of slab 1T ED - .. •' L TT1Ti ii .t - — — 114•" = 1 '-O" existin fo�otin existing `� 09g foundation wall 1 1 - For new p.c, footing column footing new p.c. footing to remain I I M (see fnd. plan) (see fnd. plan) (see fnd. plan) to remain Section ' new p.c.fnd. wall new p.c. piers Perry114" = 1 ' " existing footing (see foundation plan) below(see to remain foundation plan) 1 j '�........t t16'-5" (equal) - --�' `� ., f16'-5"(equal) & Stella A3.1 u i r ti . .................... ( I 1 .......... ., Mallas -,� S 1 ..:.:.:.:..:.:. ..._...__..... _......:..: .. ..._._ S 1 ........................... A6.1 A6.1 new ridge board new edge board (see roof plan) 420 Summit Drive top of ridge _ - - - ' - - - - (see roof plan) t _ . - - - - - - - - top of ridge -- — ----------------- ---- ---....- -- ---------------- -- -- ------ - — - — - - - Mattituck, NY _ :i. 1 O " ,', . _* 1 O of door, orch ride 1 O ' ' 1 O *` Jurisdiction - and gambrel ridges j.,; ;_ �= ;. rnN S2 insulation �. insulation S2 S2 �' �.{ S2 rn I 7' (see schedule) -,- (see schedule) - - - ---- -- a - - -- --— A6.1 A6'1 -.I. !-- _.__ A6.1 - r ""1 A6.1 �n i-} l new roof rafters r, I I „ new roof rafters :r-?,;. Town of Southold (see roof plan) - :,, I i `>- (see roof plan) plate height Suffolk County ...:... ......- - - — — — — plate height .........:...:y::12 12 12 12 _ . - .. insulation .:..:.....:......._:.�,u..,...,:,.�..ull..�:...:,:....:.: . . ::._::m::..:.__:.:. _.;.-:........:-,.:::::.:-:.:::.j_::....:...:. ..,. „ new ceilin oists .................... -. .............._.........__... _.............._................ .. _."""""".""""........_.. .........._..-....................._......_..............._............._...... n w eilin 'oists wall beyond ------- ------- --- , (see strut. plan) see schedule - - e c 29 9 J 29 i 1 (see stru. plan) (see flor plan) �Z9 'I Drawn By. z I -,- 9 �• T c new roof rafters r �-opening be fl, .fid � �I rew roof rafterg (see roof plan) new framed walls (see floor Ian ( P )j g rd'"""" ""i "" "neW'r of rafters new framed walls see roof tan I x_ ew roof rafters` = X ! I, plan) see roof Ian I'(See roomsplan), (see roof plan) (see floor ! _ j (see floor plan) ( — ( plan) ! P ) »- M P s fl r Ian En c „r ! _ CD i s set roof rafters over insulation New Great N �, ��� insulation Y set roof rafters over I i Checked By: (3)2"x6" plate over (see schedule) Room y �,��' new roof roe ! ��, ;C (see schedule) (3)2"x6" plate over oo +I o . see roof Tarr ( plan) v � I., low beam :� `� to a new window seat ! II " E iStln m ! new window seat r- - : ,-- new window se ; -. X � low M.A.M. - f 2 = ti. Bedrm. 3 see floor Ian `L �S'.� 12 (see floor plan) (see floor plan) ( plan) 12 O !! ! 5 r ---- ±4.5 ±4.5 �^ �, Job No. _ _._...... --..... �•, flooring to be floor Joists(see - floor joists(see flooring to be new selected strut. plan) strut. plan) selected new ! '""t- 2013 second floor subfloor _ _ ! gu ter gu to i _ second floor subfloor late height i i_. r. ---- plate Sheet Title g - _-;--- ,�_ � _ ,�,• ,. .�•, , .r�;`.;.Y . .,',��, ;�.; �,,, ,�.{ ' ``'" -='`�' - �" Y - -- �� =�`� 1....:� �------ plate height top of beam - --- --- - - -= top of beam ......................................... .................................... ..... .... ............................................................................ . new low beam f#trstt am Inew#lus hea :........ ... .. = 5 new eeilir....I".i - -- - eW tow see lush be See lash lah g S5.: l new flush beam ne— -- (nr flush beam (see strut. plan) p ) p ' joists(set !! . ! (see:struc. plan) (seE strut plan) b am (se House Sections Y ; ! A6 A6.1 I I t22 " ) I r : !I I . - - --a;: new low beam_ struc...p'lan) J.Lnevv low beam - I -JI ± 2 stfuc. plan) rn overhan flew; �ling Joists ! Insulation new Celli. oasts ! !see strut.! Ian 1 ! se ru Ian I : now ceiling joists insulation new ceiling Ists ; ( p ) i �. . �� ( east c p ) overhan o ! g (see st uc: plan) I; ; (see schedule) see stru larl see schedule g ( ) ) ; ( (S c. plan) ( ) ; (she pan) I I o .N 1 iu i IIE -- - - t i I Ai �. .... U, .. . UCI � �. ACE IV ! (see sr 1 new roof rafts s e ! 1 I in of rafter: i ! " !(see roof pia ) �'� ! ; Over �I (se'' 'roof plan)' -H L I O _.- _..._.... _...._. ! i O l.._..................................._i -.._._..........._.............._... i �. ...._...._.....___..... I .. .. .... �; t .. ........_......_.......__..._. ........................_.............., ... �............... ............. ._........._................ .............................. ....._. .. .._ ............................. ...... .. O _..__..__ ....... i PatMO . - - I : . _ ' ;L _ __ _ __ 1 � __.__ __: I I 1, � _ _ ;, - _ v ------__ _ :..::......___._-__ -_-- --_:-- _ _ to of slab to of slab -- - _ — I ..................... Sheet Number Section 1/4" = 1 '-O" MAX BUII—ICING HEIGHT MAX BlJII E71NG HEIGHT S1 S1 ridge beam A6.1 ridge beam {' (see roof plan) (see roof plan) A6.1 w _ _ _ _ _ _ OL top of ridge beam _ - - — OLtop of ridge beam I 12 -+-4.5 ___ 12 12 S2 roof rafters ±4.5 S2 S2 ±4.5 = 1 2 S2 roof rafters +4.5 00 ii l A6.1 (see roof plan) A6.1 A6.1 (see roof plan) A6.1 1 ...................................................... roof rafters ,I see roof Ian framed wall roof rafters dormer plate height _ M --ac�. riin ;a ( plan) see floor Ian (see roof plan) windows beyond — - windows beyond. ( P ) 2 (see floor plan) j I s '1 2 n 6„ (see floor plan) 6" Arch c t ......... rn _I = Att l c _ i s o 01 overhang overhang o i itek. ond 36 framed wall Attic 0 36 (seelflool be r plan g 0 21 see floor Ian 3 `�' i Main Street Stony Brook NY 11790 ( plan) I f 271" 4 ..................... O `gip,, flush beam flush beam o o��a s��o �� install 2"x10" install 2"x10" �' o'�ea phone. 631 686-6585 ids °� (see struc. plan) (see struc. plan) PT �o��eQ�ec ,, °° °� cross blocking cross blocking Q- �oQ �Q �� s, a i rafter plate height °' °goo a 1 oc at 16"oc y���a fax. 631 686-6786 x z f A,F, i )• ), A ,".:, A.A,f. A I i•�. ', n l z� r f ( Z T'-� (' �- — �• — '.':" �•.;\ A.`A., �`./.„/. A`A/�• \ , r. •;•,,•, •,^.,•�, , .. .,e' .net ' second floor subfloor email MMacrina@optonline.net of foundation wall _ :.�- r_... x c wall plate height top of foundation wall -Y'-> '.�-x_nr. }')`'x ('�``r `,"• )' `' c'Y-.>' x. l •,.Y;=:_ :.>.-x; X.. -x _ _ wall plate height web. MMArchitectAlA.com up7'-9" above 0'-0" 12" I i 1...._.._... . . ........_..._..._... ..........................._.._....._._..__......._....._..._._...-.. ...._..............................................._...... ....... ... .. .........._.. .. . " u 7'-9" above 0'-0" 12" I . 12" .0 _..... ......._....._. 12 P I ,< I . _............................... _.........._..... ............. ___...... These Ions are an Instrument of service and are overhang I j overhang overhang I " I overhang the exclusive property of the architect. —peer beyond floor joists(see Type-X R-30 fiberglass floor joists(see s Infrin ements of the conce is and desi n ideas I structural plan) on ceilingat I structural plan) / Type-Xfiberglass presented on these drawings shall be prosecuted frame roof on ceiling insulation rafter on 2"x6" I to the fullest extent of the law. Copyright 2019: I Typical Walls late over I Typical Walls Michael Macrino Architect, pc. All rights reserved, I 2"X3"Studs at 16"Oc With P o a I no part of the plans may be reproduced without I 3"Closed Cell spray foam subfloor 1 2"x3 Studs at 16"CC with New the expressed written consent of the architect. framed wall 1 p wall— P.C. foundation wall P Y New P.C. foundation wall 3"closed cell spray foam framed 00 (see foundation plan) I insulation with%4'AC (see floor plan) _ - _ average grade el. I s „ Garage see floor Ian - - average grade el. I 1 plywood sheathing Garage (see foundation plan) I insulation plywolod sheathingC ( plan) 17 I I ; �—column beyond Drawing Status I 1 poured concrete slab I oured concrete slab i (see floor plan) 2"thick insulation P.C. fnd. wall (see 2"thick insulation P P.C. fnd.wall (see I (see foundation plan) 2"thick insulation foundation Ian " I (see foundation plan) 1 plan) _ _ top of fnd. wal 0-0 ) I ! 2"thick insulation foundation plan) L- - to of fnd. wal 0'-0") L, P.C. footing (see I� _ . , foundation Ian - - — - I = P.C. footing (see j ' jIssuedIr p ) o� foundation plan) " VL P.C. footing (see A3.5 Section J A3.5 Section foundation plan) `- Construction- 1/4" = 1 '-O" 1 1/4" = 1 '-O" 1 A3.5 A3.5 36"tall min. railing to code 36"tall "_. 36"tall min. .,, y.. ...:.:...:.::::.::::.. Dates . railing I` y 4/23/21 Issued for Construction deck strappiin decking to bluestone cap railing to code =' see sht.A6.1g ( ) be selected i - -- I . ; I sec. floor subfloor \ for Construction 9/1/22 Issued typical deck stair - y II I, ! ..... G 11/10/22 As per Town Comments see detail -. P.7, F:J ali n ste s with \_1( ) 9 p I T age (see fnd top of patioit plan} Gar Plans _- -.-.-_. 3/7/24 Issued for Construction second floor subfloor °n - _ (Updated De sec. floor subfloor 1 .. Upd sign) top of decking teco •. P.C. fnd.wall pia top of patio = , ( f d ) o I •: . •-�• planter low beam seen . plan 1 •� I l IP.C. slab P.T. ledger I - p P.T. ost P I I I landing (see i P.C. fnd.wall fnd. plan) _ 1 P.C. slab landing L_____ ___J (see foundation plan) see fnd.• o p.C. fnd. wall _ ( P�an1- 36"tall min. (see foundation plan) . . . •�� p.c. piers below, railing to code 6 1 (see foundation plan) -- P.C. footing . (see foundation plan) A3.5 ' '• / f • P.C. steps No. Date Description P.C. pier below garage slab (see foundation plan) P.C. fnd.wall T Project 6 _ (see foundation plan) 6 T c A3.5 i A3.5 RE Proposed Gara e Landin Detail r P.C. footing P.C. fnd.wall 1 14" = 1 '-O" Concrete Stair (see foundation plan) (see foundation plan) Addition a n d 1/4" = 1 '-O" ou footing Renovation (see foundation plan) Concrete Stair For 1/4" = 1 '-O" Perry & Stella Ice&Water Shield from fascia to Mallas 24" past inside face of wallOverhang 3/4" Ice&Water Shield from fascia to see roof plan 24" past inside face of wall typical roof shingle 420 Summit Drive Roof Rafter ice and water shield underla ment y Mattituck, NY typical gutter . N roof rafter 'Versatex' im erial Jurisdiction typical utter ' ;, rake moulding ------------------------------------ YP 9 9 top of deck -------------------- '; O Southold =�> Town f Suffolk County 2 2"x12" P.T. Roof Rafter O I oo a er 1"x8" rake board 10r� ! ! � � 2"x6' Soffit 1 � 1 'x4"trim board— framing I� � 3}¢" 3Y�" 3Y" rim joist i �, at 16"oc , `�., ! E 2"x4"soffit " " " 1 / I; I framing at 16"oc / } X ; 1/2"x6"Azek Drawn y . M.P. B 5!4 blocking - � . i :% • . ..... `. _i ..-' ._. - •..�'- :� ,: � rams crown I / / @ " , 1 x8 Fascia Bd. porch ceiling for frieze board typical soffit Checked y . +1 rams crown : 1"x8"fascia board M.A.M. soffit 1 rams crown abed Job No. typical I I 2 ate\rge� j 1 x8" Frieze Board ' I Front Porch P.T. floor joists ` typical soffit Align with house 1"x6"frieze board 2013 low porch beam ; I (see fnd. plan) see structural Ian l frieze board at 1"x8" risers ; ( plan) I ! - cantilever Sheet Title l 5/4" pack-out \ / overhang ;.. - (see roof plan) typical siding concrete ad under ,!,i,L.". --/ /' G a rage Section s p %% finish grade stair stringer _... ... ..., \ \ \ '� typical siding ExteriorDetails ! Screen Porch wrap beam with - - 3/4"Azek Align with house frieze under eave 4L apical Deck Stair Detail Typical Flat Eave Detail Typical Porch Eave Detail Typical Rake Detail Sheet Number : 1 -1/2" = 1 '—O" . STRAPPING DETAILS Strapping can be installed directly to rough framing or over plywood sheathing. FASTENING SCHEDULE . Table R602.3(1) of the 2020 RCNYS Contractor to contact local building dept. for required strapping Inspection. NOTE. This schedule does not include nailing for metal framing straps FILLER BLOCK (see section for strapping and requirements section for rough opening framing requirements). All nailing is a general specification it applies unless noted otherwise. \V ° required uplift force as per NIP Porch Deck Strapping Details PLATE ONE 16d Joint Description No. of Nails Nail Spacing p p RAFTER TO FILLER ° SIMPSON STRONG-TIE table R802.1 1 of the 2020 RCNYS BLOCK ROOF & CEILING FRAMING CS20' Coil Strap ° \ TWO 16d THREE 16d over every rafter = 340 pOU11dS i TO H FILLER Rafter to Top Plate (toe—nail) (3) 10d common Per Rafter BLOCK Ceiling Joist to Top Plate (toe—nail) (3) 8d common Per Joist SIMPSON(single h rafter) Ceiling Joist to Parallel Rafter (face—nail) (6) 16d common Each Lap 'HCP4' (double hip fter) a / 16d (3) 8d Nails ° I M ,a ' STAGGERED Ceiling Joist laps over Partitions (face—nail) (3) 8d common Each Lap (3) 8d Nails ° ° (5) 8dx1-1/2" Nails C r n a° 12' O.C. Collar Tie to Rafter face—nail) (3) 10d common Each End t0 rafter e ° A �^ h ' tEE) �� 16d 12" O.C. VERTICAL ( RIDGE o j Simpson Strong-Tie L`.J-TO SPACER Blocking to Rafter (toe—nail) (3) 8d common Each End e o / o -ABA46 4"X6" Post) BOARD - STUD Rafter to Ridge Board (end—nail) (2) 16d common Per Rafter \� (2) 861-1/2" Nails -ABA44 4"A Post STAGGERED - I\ / to plates PLATE -ABA66 6"x6" Post 21 Main Street Stony Brook NY 11790 ° WALL FRAMING ROOF ROOF �\ e --- WALL WALL THREE 16d To Plate to To Plate face—nall (2) 16d common 16" oc RAFTER oe / SIMPSON STRONG-TIE s •, °• �- TO FILLER p p ( ) RAFTER Fill Void with STUD 10d TOE- ° Q H2A at each rafter phone. 631 686-6585 Rigid Insulation = BLOCK Top Plates at intersections (face—nail) (4) 16d common Joist—Each Side 575 pounds) Prior to Sheath' � � NAILED ( p ) Typical Post Base fax. 631686-6786 g TO SOLE Stud to Stud (face—nail) (2) 16d common 24" o.c. " (5) 8dx1-1/2 Nails email. MMacrina@optonline.net SHOE Header to Header (face—nail) 16d common 16"o.c. Along Edges to Stud Connection Detail Top of Bottom Plate to Stud (end—nail) (2) 16d common Per Stud Rafter to Rafter Roof Rafter to Plate Hip Rafter web. s are an iinstru instrument of Bottom Plate to Floor Joist, Band Joist, 1 Connection Detail i I S 2 to Wall I Stud Detail i I to Plate ate Detail i I These plans are an instrument of service and are 2 16d common Per Foot � S the exclusive property of the architect. End Joist, or Blocking (face—nail) ( ) 2 x Ledger fastened Infringements of the concepts and design ideas ° SHOE '� to wall structure presented on these drawings shall be prosecuted FLOOR FRAMING n joist hanger to the fullest extent of the law. Copyright 2019: ii (5) 8d Nails 'Simpson' H2.5 A Michael Macrina Architect, pc. All rights reserved, Joist to Sill Top Plate or Girder (toe—nail) (4) 8d common Per Joist no part of the plans may be reproduced without (600 pounds) See Rafter to Beam to the expressed written consent of the architect. Bridging to Joist (toe—Hall) (2) 8d common Each End of typical exterior of typical Post Strapping Detail (S5) Detail partition intersection Detail exterior corner post Blocking to Joist (toe—nail) (2) Bd common Each End hip / valley Blockingto Sill or To Plate toe—non 3 16d common Each Block rafter not to scale not to scale p ( ) ( ) rafter m son' L70 o P -, Drawing Status Ledger Strip to Beam (face—nail) (3) 16d common Each Joist L o SIMPSON ST G-TIE Joist to Ledger to Beam (toe—nail) (3) Bid common Per Joist Model 'HRC1. 1" Ill Band Joist to Joist (end—nail) (3) 16d common Per Joist o ° NIP !III u O beam com `� RAFTER �l A °a rafter ° ° joist hanger \� Band Joist to Sill or Top Plate (toe—nail) (2) 16d common Per Foot ° c I,� ° oo ` 'l 2"x Ledger fastened ROOF SHEATHING AFTER a ,�{ to wall structureSI� efor Structural Panels (see zone diagram) GE a (5) a i Interior Zone 8d common 12" o.c. 0Ill j% 8d Nails ° ` Porch Rafter " Perimeter Zone 8d common 6" o.c. O �� o o n S t Imo / I SIMPSON STRONG-TIE doo o Connection �,,,,/�Gable Wall Edge Zone 8d common 4" o.c. 'CS20' Coil StrapCEILING SHEATHINGover every stud Assembly Detail Gypsum Wallboard 5d coolers 7' Edge / 10" Field (8) 8d Nails WALL SHEATHING Hip Rafter Porch Roof Rafter to Common Rafte to Roof Beam Structural Panels Sd common 6" Edge / 12" Feld to Ridge Detail S5 Beam to Post Detail H i /Va I I e Rafter t I. —(3) 8d Common Nails Garage Door Portal Openings 8d common 3"oc into all framing at Each End of Strap Gypsum Wallboard 5d coolers 7" Edge / 7- Field Wrap CS20 Strap ntinuous Dates From Porch tom. ver Roof BIT. 4/23/21 Issued for Construction FLOOR SHEATHING (Subfloor) Back Down to orch Bm. Structural Panels plate As Shown (4) 8d Nails 9/1/22 Issued for Construction 1" or Less 8d common 6" Edge / 12" Field N If cripple studs are utilized over second flr. header,then provide one CS18 11/10/22 As per Town Comments Greater than 1" tOd common 6" Edge / 6" Field �� (8) 8d Nails LENGTH strap from top plate to cripple stud CUT &from cripple stud to header Load-B ar'g Hollow 2/16/24 Garage Plans SIMPSON STRONG-TIE LENGTH " header Fiber ss Column (8) 8d Nails 'CS20' Coil Strap N (8) 8d Nails 3/7/24 Issued for Construction over every stud (Updated Design) CUT O N L NGT1.1 (1,030 pounds) (8) 8d Nails ) d Common Nails a ach End of Strap SIMPSON STRONG-TIE P CONNECTION OF MULTIPLE PIECES Q CLEAR 0 h Girder OF TOP-LOADED BEAMS ifl SPAN CS18 Coil Strap A over every jack & king stud Post 0 Beam Strapping SIMPSON STRONG-TIE Simps H2.5 1%4"Width Pieces: 'CS20' Coil Strap Zn ua • Minimum of 3 rows 10d 3"x 0.128" nails at 12"o.c. over every stud Install Simpson CMST16 N,� (8) 8d Nails Post ( ) Q first floor for 16 ft wide sliding door c a Post Bas • Minimum of 4 rows 10d(Y x 0.128")nails at 12"o.c. (1,030 pounds) Y Provide strap for No. Date Description for 14"and deeper beams �( END each jack stud when P • multiple jack studs • If using 12d(3%")or larger nails,the number 8 8d Nails LENGTH are required of nailing rows may be reduced by one. ( ) ra (8) 8d Nails o Concrete PI Project U) t- 3%'Width Pieces: N N rim joist H low Porch Col u n Proposed Minimum of 2rowsl bolts at (8) 8d Nails t Deck Assembl D tail 24"o.c.staggered (1)Load must be applied evenly across entire First ram+ Floor r n Addition a n d beam width.Otherwise,use connections for side-loaded beams. Gable Stud Wall st oo to Second (] Jack Stud at g g yWall Stud Dtl. S8F1oor Wall Stud Detail S 9 Header O enin Additional nailing or bolting may be Sl7to required with side-loaded multiple-member p g Renovation beams. Refer to current product literature. Roof Beam —Porch Roof Rafter to Beam For N Ca ° (8) 8d Nails to Post Strapping (S5) SIMPSON STIR G-TIE SIMPSON STRONG-TIE 8 8d i s N 'CS20' Coil trap . IMPSON STRONG-TIE ( ) Perry CS20 Coil Strap over every Lid 20' Coil Strap v 1,030 pounds) over every stud ov every stud ' ° P ) (1,030 pounds) a Solid Wood Post Q (8) 8d Nails & Stella � s (8) d Nails Rim Joist (2) 8d Nails . blockingfU \ Mallas %iSt Column Wrap PSPN516Z (2) 8d Nails doubQ�o<e e 1 MSTC52 wrap under ��'� s (5) 8d Nails o Q p 1 o ° x Post Base inside 420 Summit Drive RPS28 .�;• •; sill late I �9 p 'Simpson'on H2.5 A 8d Nails Hollow Column (see MI.) ^ I wrap under m s ° ° �o (8) (sMattituck NY �1• I sill plate I I _ o t�� , •' � �` ���� top plate ° joist hanger �- ll�l� 5 8dx1-1/2" Nails _ III I ( ) SIMPSON S ONG TIE Jurisdiction IUII wall Poured Concrete Pier Ill III Illil I CS20 Coil S op III foundation I stud over every stud " I IIIII I (8) 8d -1/2 Nails I Town of Southold L �I I (8) 8d Nails IIIII ( (8) 8d Nails A T. I III IIIII Suffolk County Solid Post Porch Column ATEROR E. PIPE 0 Cantilevered Wall St RIDGE _ Wall Stud to Wall Stud to Sill Plate to Found'n Assembly Dtl I D it 2 Rim To Pate e 1 0 Rim Joist Det 'I Sil at Game Wall to to � g Drawn By. ° M.P. ti ATTIC NS1 SS1.5 m Beam to Joist StrappingChecked By Simpson H2.5 hot i ed alv. Note: STRAPPING INSTRUCTIONS P ( PP 9 ) M.A.M. co / C NS1 i Q ci Required where not " a � on plans see deck ledger Job No. .' °°°° ° N a 1. All Strapping To Be 1-1/4 Wide 20 Go. Steel /l ° N a BLOCKING 2 BAYS N ®' or Simpson Equivalent CS20 (coiled strap) (4) 8d Nails Deck Joist detail same sht. o °I° ,o BACK ® 48 o.c. — HD Unless Noted Otherwise. '- for attachment 2013 2. Use Stainless Steel Straps & Fasteners or to house X NS1 Q a SECOND FLOOR � > a Solid Corn Post Soli orner Post-� Hot-Dipped Galvenized When in Contact L U HSS2 S1. _ with Pressure treated Lumber. Sheet Title ' 0 0 (4) 8d Nails Porch Girder = Z 'SIMPSON' HDU8-S 2.5 3. Install Strapping For All New Construction. Post to Beam Strapping L �U Y LINES w C , „ And where noted on plansStra Details 2-16d Common Simpson H2,5 (hotcn -dipped galv.) pp g 0 7�8 dia. 4. Install Strapping for Each of the Following: Q HSS2-3-SDS1.5 4-0 im son' HDU4-SDS2.5 Threaded Rod nails ® 6 o.c. Post _ BLOCKING 2 BAYS Holdown Nailing Sch. V � for full length -Rafter to Rafter over Ridge Post Base N31-4 BACK ® 48" o.c. a) +, -Rafter to Plate to Stud ELECTRICAL WIRING Of Stud Blocking a -HiIn_ p Rafter to Plate to Stud NS1 0 �.' 0 I second floor Coo! FIRST FLOOR I Framing Details C ® Endwall I a -Common Rafter to Hip/Valley Rafter LOAD BEARING WALL (with HVAC Chase) 0 I E -End Wall Studs to Wall Studs i 1 PSPN516Z /, 1 0 R MSTC52 V I I U -Header to Jack Stud `PSPN58ZZ - - 5 dia. Threaed Rod i Q1 -Jack Stud to Rim Joist °'°•° VRim Joist Em doled 12'� into Concrete s -Wall Stud to Rim Joist Concrete Pier �.••d RPS28Z BLOCKING 2 BAYS w/ pson SET° Adhesive -Cantilevered Stud to wall below Sheet Number BACK ® 48" o.c. 0 -Rim Joist to Sill Plate 'SIMPSON' HDU8 DS2.5/ first floor -Rafter to Ledger with joist hanger Plumbin Electrical & HVAC Protection Guards Gable Wall Blocking MI . o Holddown Connecti Dtl. Holddown Conn lion Dtl. -Beam toPost to to Beam FloortBeam g � g � Deck Strapping , 1 -E -Floor Beam to Post not to scale not to scale where noted on floor plans for first floor to second floor con ction 0 -Post to Pier (footing) Assembl Detail -Joists to Beam LEGEND SUPPLIED BY INDICATES PHONE JACK Tphone " INDICATES CABLE JACK TTV V INDICATES DUPLEX RECEPTACLE INDICATES FLOOR OUTLET F O KA ii C e INDICATES QUAD RECEPTACLE + a C r ' n a INDICATES LED RECESSED 'WW i ADJUSTABLE CLG. LIGHT FIXTURE itoct INDICATES LED RECESSEDHH Arch CLG. LIGHT FIXTURE 21 Main Street Stony Brook NY 11790 INDICATES SURFACE MOUNTED CLG. -0SM LIGHT FIXTURE phone. 631 686-6585 INDICATES PENDANT CLG. LIGHT op fax. 631 686-6786 FIXTURE email. MMacrina@optonline.net INDICATES LED KEYLESS CLG. LIGHT oKL web. MMArchitectAlA.com I I FIXTURE These plans are an instrument of service and are the exclusive property of the architect. Air Handler i i INDICATES RECESSED CLG. _0WP Infringements of the concepts and design ideas WATER-PROOF LIGHT FIXTURE presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2019: KIL I I KL i' " . . Michael Macrino Architect, pc. All rights reserved, INDICATES WALL MOUNTED LIGHT -�- — win '' •,..•..•, , no part of the plans may be reproduced without I I FIXTURE the expressed written consent of the architect. INDICATES JAMB SWITCH JS r , I New INDICATES SWITCH $ Drawing Status Meclhnical I Ji it INDICATES 3-WAY SWITCH $3 ' R66m + i INDICATES 4-WAY SWITCH $4 ' —T— _ 1 ! J KL J �+ INDICATES EXHAUST FAN (100 c.f.m.) EF fu Issu (S- d I` + , i + i i INDICATES SMOKE DETECTOR SD ! ! ++ �'+! INDICATES CEILING MOUNTED CARBON C n s r C 'I l Unexcavated i i MONOXIDE DETECTOR + , �+ I INDICATES WALL MOUNTED CARBON CM MONOXIDE DETECTOR + INDICATES CEILING FAN KL i i KL _ + j fI W/LIGHT 0 0 I I J J INDICATES SURFACE MOUNTED Dates + i LED LIGHT FIXTURE 4/23/21 Issued for Construction • I I I I I + J Unexcavated I I I THERMOSTAT O 9/1/22 Issued for Construction I I I 11/10/22 Asper Town Comments FIXTURE BOX 2/16/24 Garage Plans I + FB ; :..; ,; , ,. I r i 3/7/24 Issued for Construction :;; I + 1 GFl ex 'n New SOFFIT MOUNT MOTION FLOOD LIGHT (Update Design) HW g .... + � � (Updated o New storage e i in at rm. , , ex. linen XlSting WIC . .C �overg Him HH H I 1 I athrm. #1 - - — - - -- ' i i WALL MOUNT MOTION FLOOD LIGHT KL KL I Relocated HH --_ HH Bedroom 21 + j GFl I + + I A Utility O O I I Room 0 HH . HH New No. Date Description I 1. WHITE DECORA RECEPTACLES &SWITCHES WP __ H __ I HH I Project Hall � HH -----� 2. CONTRACTOR TO CONSULT W/OWNER HH _ HH ---- HH R located Proposed I I I B rm.#2 1V i PRIOR TO INSTALLATION, REGARDING ANY ADDITIONAL EXTERIOR MOTION DETECTOR 3 3 TO i & FLOOD LIGHT LOCATIONS. • • ________ • _____ • Gi Addition and HH HH I 3 PRIOR TO INSTALLATION,ON, ANY ADDITIONAL HH --�� ,tiHH -- cM HH H Renovation — -------- - —q�— '�� ----- ------ — HH I HH HH �M LIGHTING, POWER, CABLE,AND PHONE -- �... HH 03$3 I I REQUIREMENTS AND LOCATIONS. rt "'~ I ---- ---- ----- i 4. ALL OUTLETS TO BE LOCATED IN F ' Sitting i I I _ I abinet I ! BASE MOULDING HORIZONTALLY. or I I Room I - cl set H c New I , ' I ____-- I Den I 5. ALL SWITCHES ARE TO BE ON DIMMERS. I ,i OO I o N I _ GFl Perry HH , , /. I I ` I _—_-- Relocated , . . . �. - Bedroom # GARAGE LIGHT SPECIFICATIONS & Stella HH open � HHI HH ' FO er ; to I I HH — I I above H washing H H HH/11 --------------- ----- ----- ' I --------------- I La U nd machine _-_U-P-_-_-- Room dryer ' Garage surface mounted LED light fixtures to be ! I LED Mallas H Westing House #63221 12 watt 6 L flush white --- -- - - I - - -- I - - -- - ------- ;- --T -- ! ---= - - --r - --- I 420 Summit Drive I I I I _......_.._...... -............_.i ---- ! I - - --- Mattituck, NY I I : 00 H i, H i ,. j I - H l ; � H .. I... yl. l 3 3 I _ _ li Jurisdiction ---^ - -- --- I -- - O� ......i.......................................................:.............................. — ._. _ _ .....-... ............ ..__. _.. .._.............._.......... 4... I......_..I ................1 0 O r I , , O I I I New - I I.... Town of Southold O Covered H. a to . ..I ......... Suffolk County t — J. ------------ ------------- ----- --- ------------------ - -- ----� --- --- ---- ------ ------------ -- -- : . !.. ..... ,........._......_L.... L. I Drawn By : _.I M.P. ®......-..® ---............................................. .. ® ®... Checked By M.A.M. First Floor Electrical Plan 2013ob 0 plan north Sheet Title Electrical Plan - First Floor Sheet Number : LEGEND SUPPLIED BY INDICATES PHONE JACK Tphone INDICATES C TV / ABLE JACK INDICATES DUPLEX RECEPTACLE INDICATES FLOOR OUTLET 0F.O. MiiCh . PI INDICATES QUAD RECEPTACLE ............................1.........._..I._ . ,ww INDICATES LED RECESSED ADJUSTABLE CLG. LIGHT FIXTURE HH Arch itoct INDICATES LED RECESSED CLG. LIGHT FIXTURE 21 Main Street Stony Brook NY 11790 cooktop hood - - INDICATES SURFACE MOUNTED CLG. +SM j 1 _,___i_.________._ , LIGHT FIXTURE phone. 631 686-6585 ...........- GFl GFl INDICATES PENDANT CLG. LIGHT +P fax. 631 686-6786 wall FIXTURE email. MMacrina@optonline.net oven HH ,—_ HH I ........ •�,KL web. MMArchitectAlA.com INDICATES LED KEYLESS CLG. LIGHT These plans are an instrument of service and are -- i FIXTUR he exclusive property of the architect. - .... - t-- , ---_____ Infringements of the concepts and design ideas ---------- INDICATES RECESSED CLG. ----------T- - C en WATER-PROOF LIGHT FIXTURE presented on these drawings shall be prosecuted to he fullest extent f he la Copyright 201 I x I - -_ _ I ,� Michael fMacrina Architect c. All rights reserved, - --- - ---- - GFl- --_ _ INDICATE WALL MOUNTED LIGHT r� no part of the plans may be reproduced without - - "-_-----__ ® �- =���� HH ; pendant; HH L_......_._.._ _ - - FIXTURES the expressed written consent of the architect. __ RE: ----, t I _.. _........._.. ; � pull G .. New M I ; out Fl SWITCH — --�---- r __L_ _ ------- trash INDICATES JAMB SWI JS I i I Screened �__ _; HH M --- -------, ----- I INDICATES SWITCH Drawing Status �..... _... ..I H..,': INDICATES - SWITCH orc ' I , 3 pendant --- HH sink Irl - -'----- L.. j GFl $4 INDICATES 4-WAY SWITCH tI 1.................I.... ................:.......1,............. r _ __ __-- _ ____-- INDICATES EXHAUST FAN (100 c.f.m.) skylight I,._...... .. - -- ---- - ------- EF t d.w Issuedfo INDICATES SMOKE DETECTOR I i i I I r I ..... ... H pendant HH INDICATES CEILING MOUNTED CARBONConstructiul t r I HH i _ i :.._... MONOXIDE DETECTOR Iil I HH I - ----- ,I ref _ - INDICATES WALL MOUNTED CARBON ..................... -- ........_ ' {O O MONOXIDE DETECTOR ' I ' skylight i HH -—- H - y- +--- .... - - I t t H INDICATES CEILING FAN HH r I it I - -- -- ------ W/LIGHT I t -� - -- -J M... --! '---------- I --------- ii ref. 1. - Dates INDICATES SURFACE MOUNTED I - LED LIGHT FIXTURE 4/23/21 Issued for Construction I t I HH. -..._ .�-—- HH ..I.. hood d.1 new Ian In , rI ........... - 7 9 1 ; HH HH HH H wine ......._ ... THERMOSTAT ' 9/1/22 Issued for Construction r I ref. new planting bed 11/10/22 As per Town Comments I;I I ------ ......... GFl FIXTURE BOX ----------I---------- - --- -- 2/16/24 Garage Plans FB 3 3 New \� 3/7/24 Issued for Construction HH __ HH WIC \`� Existing ,..� SOFFIT MOUNT MOTION FLOOD LIGHT (Updated Design) HH �`., Bedroom #4 ,�' --- ' WALL MOUNT MOTION FLOOD LIGHT ------ --------�------- H - H II I New H r� H r� HH r� H r� HH I I - 1I I I I I I I I I r. I i I I I I I I I I I I I I Pant I "" HH I I I I FO I I I I I I --- -t HH I ' \v\ I _._ I ---_ NOTES : --- I I I 0 I I No. Date Description GFl I HH I I H" I I ! 1. WHITE DECORA RECEPTACLES &SWITCHES : _-I I WP Project . I I . ' I I ' ' H " ' Ron ate 2. CONTRACTOR TO CONSULT W/OWNER I I I , , ftreplace ; ; _._.._.. ' I I I I Proposed new closet B rm. # I I PRIOR TO INSTALLATION, REGARDING ANY VERFYH HH ADDITIONAL EXTERIOR MOTION DETECTOR '' o d - ----- & FLOOD LIGHT LOCATIONS. ■ EXACT OGHT I I _;_ I I I I; ', I ':'I I I � � � i WITH WNER I-- I i I I - �___ _ __ I I I ' I I I Addition and 1I -i L _-_-_- r , ,� �� 3. CONTRACTOR TO CONSULT W/OWNER O --- I -----t ---- i------ ----- I I I ----- H \ pendant i ---- -i------i- i �' �� PRIOR TO INSTALLATION,ANY ADDITIONAL I I I I , Renovation I "H I attic access I I � LIGHTING, POWER, CABLE, AND PHONE REQUIREMENTS AND LOCATIONS. � .� I I I I I � � � '• 1, I I I I I HH I I I I'HH I I`,\ - --- --- - 4.ALL OUTLETS TO BE LOCATED IN For I I 11 I I '`,' " 4—_ HH - -- - BASE MOULDING HORIZONTALLY. HH I I _____ ________ 1 i i i i i i I " S H - H - 5.ALL SWITCHES ARE TO BE ON DIMMERS. ______ I I I I I I I 1 1 1 I I I :.................. I I I I I Perry I I FO 1 I I I I I I I I I open to ------------ 'O I:...' GARAGE LIGHT SPECIFICATIONS R HH I I I HH I I I HH I I (HH I I i below H TV O F seat V� Stella ! I I I I I I I ____________-_ O 0 --tom-- ---�---- ---�--- ---t�-- � ; i r` i H I " _ cFl " "" Garage surface mounted LED light fixtures to bea as New Great - -i ) ---- _-___ _ _-- I 'Westing House' #63221 12 watt 6" LED flush white. Down..... " Relocat Room _... . I Bathrm. # 420 Summit Drive ---------------------- ------------ Existing Mattituck, NY electrical Bedroom #3 closet _- - ''FIH ----- ''HH ' new closet 0 Jurisdiction window seat ' ll _... ...-.. . window seat . ..- ..` I I F-------------- Town of Southold --------------- ------------------- Suffolk County - ---------------------------------------------------T------------ ------------------------- Drawn By: l M.P. : Checked By : Second Floor Electrical Plan M.A.M. 1/4" = 1 '-O" Job No. plan north 2013 Sheet Title Electrical Plan - Second Floor Sheet Number : LEGEND SUPPLIED BY INDICATES PHONE JACK Tphone v >' INDICATES CABLE JACK TN INDICATES DUPLEX RECEPTACLE 0 INDICATES FLOOR OUTLET 0 F.O. INDICATES QUAD RECEPTACLE + a C r" n a INDICATES LED RECESSED 'WWAtrch iitE�) ct ADJUSTABLE CLG. LIGHT FIXTURE INDICATES LED RECESSED HH CLG. LIGHT FIXTURE 21 Main Street Stony Brook NY 11790 -------------------- __ INDICATES SURFACE MOUNTED CLG. LIGHT FIXTURE pone. 631 686-6585 fax. 631 686-6786 INDICATES PENDANT CLG. LIGHT +P email. MMacrina@optonline.net FIXTURE web. MMArchitectAIA.com INDICATES LED KEYLESS CLG. LIGHT KL FIXTURE � These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design Ideas INDICATES RECESSED CLG. presented on these drawings shall be prosecuted WATER—PROOF LIGHT FIXTURE to the fullest extent of the law. Copyright 2019: KL KL KL KL KL Michael Macrina Architect, pc. All rights reserved, ------- ------- ------- ------- INDICATES WALL MOUNTED LIGHT no part of the plans may be reproduced without FIXTURE the expressed written consent of the architect. INDICATES JAMB SWITCH JS INDICATES SWITCH $ Drawing Status INDICATES 3-WAY SWITCH $3 INDICATES 4-WAY SWITCH $4 new - ---- landing - ------- ------------- -Q------------ ------------- -- -- ---------- INDICATES EXHAUST FAN (100 c.f.m.) EF S S e I" 0"" d f INDICATES SMOKE DETECTOR SD' NewConstruction Unfinished INDICATES CEILING MOUNTED CARBON Attic MONOXIDE DETECTOR INDICATES WALL KL KL KL KL � MONOXIDE DETECTOR MOUNTED CARBON CM KL ------- ------- ------- _ ------- _ W�LC HTES CEILING FANIT Dates INDICATES SURFACE MOUNTED LED LIGHT FIXTURE 4/23/21 Issued for Construction THERMOSTAT O 9/1/22 Issued for Construction 11/10/22 As per Town Comments — - - _ _ ___-_______..__ FIXTURE BOX ® 2/16/24 Garage Plans ------------------- --------------------- -------------------------- - - ^/FHB 3/7/24 Issued for Construction SOFFIT MOUNT MOTION FLOOD LIGHT 0" (Updated Design) Garage Attic Electrical Plan WALL MOUNT MOTION FLOOD LIGHT 1 /4" = 1 '-O" plan north NOTES : No. Date Description 1. WHITE DECORA RECEPTACLES&SWITCHES Project 2. CONTRACTOR TO CONSULT W/OWNER Proposed PRIOR TO INSTALLATION, REGARDING ANY ADDITIONAL EXTERIOR MOTION DETECTOR & FLOOD LIGHT LOCATIONS. Addition a n d r 3. CONTRACTOR TO CONSULT W/OWNER Renovation PRIOR TO INSTALLATION,ANY ADDITIONAL LIGHTING, POWER, CABLE, AND PHONE REQUIREMENTS AND LOCATIONS. 4.ALL OUTLETS TO BE LOCATED IN For ! BASE MOULDING HORIZONTALLY. GFl OGR GFl 5.ALL SWITCHES ARE TO BE ON DIMMERS. Perry boiler I I ductless i i I I heat pump II II II II II II SM I I I SM ( SM I I I YK SM SM GARAGE LIGHT SPECIFICATIONS & Stella Garage surface mounted LED light fixtures to be Mallas Fl ; ; I I i 'Westing House' #63221 12 watt 6" LED flush white. 420 Summit Drive —T— -- --------- I I I I I GFl Mattituck, NY I I I I i i I I i i I I i i II II II I I II I I I I I I I I I I I I I I Jurisdiction I I I I II II I I I SM i i SM SM I SM SM SML — _ �— Town of Southold I I I I Suffolk County II 11 II New Drawn B Fl Two-Car y Garage ; ; M.P. II II 1 1 11 I I I I I I Checked By 1 1 1 II II li 1 IISM ----- ----�-�---sM ------ SM S SM---Imo---- -—-—-—- — M.A.M. Job No. 11 11 1 ii ii GFl 2013 II II II II 1 wall mounted garage I I wall mounted garage I I wall mounted garage Sheet Title 1 door opener I� door opener i i door opener 1 1 Electrical Plan Garage 1 1 I 1 1 1 Garage Electrical Plan 1 1/4" = 1 '-O" plan north Sheet Number