Loading...
HomeMy WebLinkAbout48504-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#: 48504 Date: 11/17/2022 Permission is hereby granted to: Mallas, Stella 420 Summit Dr Mattituck NY 11952 To: construct accessory garage with unfinished attic as applied for per ZBA approval. 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: ACCESSORY $404.00 CO-ACCESSORY BUILDING $50.00 Total: $454.00 Building Inspector r� TOWN OF SOUTHOLD—BUILDING DEPARTMENT "' Town Hall Annex 54375 Main Road P. 0.Box 1179 Southold NY 11971-0959 ' Telephone(631) 765-1802 Fax(631) 765-9502 ht /wwFwvkv outholdtow nn , ov i Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMITNO. (4�15641 Buildinglnspector. IF '1 1" 14191 Applications and forms must be filled out in their entirety. Incomplete A`F applications will not be accepted. Where the Applicant is not the owner,an IIP" Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Perry and Stella Mallas SCTM#1000-106-02-08 Project Address:420 Summit Drive, Mattituck NY 11952 Phone#:917-416-3314 1Email:Perry.Mallas@gmail.com Mailing Address:50 West Street, Apartment 12-6, NY, NY 10006 CONTACT PERSON: Name:Michael Macrina Architect RC Mailing Address:21 Main Street, Stony Brook NY 11790 Phone#:631-686-6585 Email:mmacrina@mmarchitectaia.com DESIGN PROFESSIONAL INFORMATION: Name:Michael Macrina Architect P.0 Mailing Address:21 Main Street, Stony Brook NY 11790 Phone#:631-686-6585 Email:mmacrina@mmarchitectaia.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION BNew Structure ❑gdditinn ❑Alteration ❑I?erair ❑Dc,;,0; ioii Cstimated lost of Project: Eil Other Detached Garage $ Will the lot be re-graded? L]YesiRNo Will excess fill be removed from premises? ❑Yes 1No 1 PROPERTY INFORMATION Existing use of property: Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? I]Yes BNo IF YES, PROVIDE A COPY. ® Check Box After Reading; The o"r/cornractortilesign profealonal,lsresportsible'faralI tlraiaw gj an storm watierlssues ai prpvl&d�lay C tepter 3S of the Town Code.APPUCgTlolN 15 HEREBY MADE-to the Building Department for the Issuance-oft Building Permit pursuant to the Building Zona` Ordinance ofthalrown of Southotdo Suffolk,County,scow York and outer appikomble tawt6 ordinances or FtRe ulatloni,;for th6 construction of 640060. additions,alterations or to removal or demolition as her+aMn described.The appkantagreas to comply vAth all applicable tows,ordinances,Wilding code,. housing code and regulations and to admitauthowized Mnspecwrs on premises and In bulidina(s)for necessary inspire ons.False statementsmada.leoraln are ,;. punishable as a Class Am Isdemea nor Pur°suantto section',21CAS of the New York State penal Law. Application Submitted By(print name): �'�' ' XAuthorized Agent Aftwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF_tA-e LA2 j2R-lG 51-ei I Q U %(10,C being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Vj UK (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and ake and file this application;that all statements contained in this application are true to th st of his/her kno edge and belief;and that the work will be performed in the manner set forth in the applicatio file ere'with. Sworn before me this 1 M day of U 20 2 Z Notary Publi P� DONO RE STEVEN rat P bliC,State of New Y PROPERTY OWNER AUTHORIZATION i�ote�Y o.()1 PE 8561 (Where the applicant is not the owner) Qualified,in New YorX �2025 commission E%Ores DecOr� r� N, residing at, do hereby authorize to apply on my behalfp the Town of Southold Building Department for approval as described herein. mm nems Signature Date Print Owner's Name 2 BOARD MEMBERSSouthold Town Hall Jf S1 1y' Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora office Location„ Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ' 54375 Main Road(at Youngs Avenue) Nicholas MuPlanamentom Southold,NY 11971 http://southoldtownny.gov k . �� RECEIVED lu J ! ZONING BOARD OF APPEALS SFP TOWN OF SOUTHOLD Tel.(631)765-1809#Fax(631)765-9064 J U N 2 3 2022 DEYC - o. FINDINGS, DELIBERATIONS AND DETERMINATIMuthold 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 SEQRA DETERMINATION. The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY AD STRATIVE CODE: (This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 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 121.3 5 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. 13AS1S OF APPLICATIf7N: Request for Variances from Article III, Section 280-15; Article =111, 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 accessory in-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 minimum 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 feet 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. 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 property was built in the early 1970's and has a Certificate of Occupancy(#4445)dated October 28, 1971. There is another Certificate of Occupancy(#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. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2. 2022 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 267-b 3 b '.l 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 for an accessory garage and swimming pool. The proposed garage and swimming 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 of the 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. Town Law 2,67-b 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,while still behind most of the house,but still in the side yard. The chicken coop cannot be seen from either the road or the neighbors due to its location and the retaining walls it sits near. 4. Town Law` ."267-b 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 Town's Storm Water Management Code and the conditions of this board. Page 2,June 16,2022 #7633,Mallas SCTM No. 1000-106-2-8 5. Town Law 267-b ., 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 267-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. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Swimming Pool pump equipment/mechanicals must be located a minimum of 20 feel 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 DryweIl 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" improvements)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" improvement(s)and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a Certificate of occupancy in the time allotted. 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 me4 At the discretion of the Board ofAppeals ,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 increase the degree of nonconformity. nature for an alteration that does not Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and or a possible denial by the Building Departane�t of a building permit, and may require a new aMlicati n and public hearing,before the Zoning Board of ppeals. cited evi tion from the variances y y granted herein as shown on the architectural drawings, s ite plan rind or sur Ae above, such as alterMations,extensions, or demolitions,are not authorized under,this app/rcat'ion when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other future 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. IMPORTAN11—rTuv it IMITS ON THIS APPROVAL Pursuant to Chapter 280-146(Il) of the Code of the Town of Southold any variance granted by Board of Appear shall become null and void where a Certificate of Occupancy has not been the 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 tray, upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms,IT IS TIIP PROPERTY OWNER'S"RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIR:II TIME FRAME to comply ina timely manner tray result in the denial by the Building Departm�en CertificateFailure 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) Leslie Panes `Weisman, Chairperson Approved for filing 6 // /2022 W ai -N, 1: P.� ;?g g WY a m laww E-4 - > c N N z o.. O � O D CC) rU� } W Q N Q NU E-I Q H vI�� r _ N t0 YYN.•11 a I--� — Q' rw O t/\1 p E- U� Z W N N Y �O Q FFiI-1 �1 O <, 11 ^ Q O (/] j p�j,�ai O VI `�J FYI O LJ', LL 'w.. $ f � O N c) ZV)iav W QWcn Ao�,o ww \ n rCl N � z -.8. N Z/1 7— co f? Y X N �LLI ¢ W '� mZ° N Q O J Q w J W "`� O0>Ana o w E-I z H O Q W 0 w Z LU no L, O L.I. V/ 4Y,�i ,�y a m F <o N N Z a U r _ � Q W W p p II r H jeC y � U H O Q o m UI U c ry m O L mN G ¢ fOOf �l r U o N F 0 w 3 > N w43 �n m cp0p w J U J m jLL 8 U g "gY� O O N It o L O Ro 140.91' W� '001 a p Q V g _'tl 3 ";"CC S 06°20 E ' 3 w e ww, T. x x. rI� :wsw r It T Fugs V d .�' Rte' g u a y 0 Ldm e c " r O Z 3 ii $ 6 NNa&AgwNCf 6 e R Z 3. y 00 In i 6 ,'TMTMMM fi'J� ; I � +yY��M1ga{ � �' a ;, � r ��' t5 �� •�' CCyy '3a xp o w w U � I mx 62. l 00o w s" b � � .. Ln 'LqZ o W : �� W 03°00'00" 121.35' w� o ZZ Lj Ln W Z m n� 9. J Eti F7' .M\ Ld Q o a V w v W lea � 8 o o b B n m _ Z H �a 279.70' a X oma �z � WWI 2 Ij ! u'1 m6 LL m m Q S � o ��'� O O O �+5 E� Ut �,mill L ae � Y k 1 il 013IR, Q 1 Salt 1:�r x� I I I ZLU I f. i I iG I 1 � w: VI dA• ��.. I pp** 11gg F A•V �` n 0o C . p � ?0 OG6 ee; liui I >�I I I I IN Z � f 11 �1 SIV w EllI : 'oft? M: w� T EP i ............... .....,,..... ,.»..d 1� o �+HA� 6 e {p�TIt . '"r ': iP3e � 0. MtdQ li I � . I M CL o ( LLJ J W Li � ._ ' W 1 m, � o � r i �a p � >r a d { $ 1 p[p[b z3V� �,,� rt �� «1g 71Tj � f0 ^ rf A o n 19 c (n el iL �" 1. �� 7 •�� �� �, ,,� .. O o .......m.... —_..... ....... 06 _ m a ow _°°�, „x I m ,,.... a m a Rig ffia�€ �a i='E'-" � ��� r o d99g s t r� s5 z 00 " E S p 4 p 2�0b8 r c vL ao °w E— rn O cw a�Ga r N moi' � GTS � O� 6- V! O M Ili p J W W J CH' z _ �yj N O U1 N O ^4 H m00 LLJ PZ m Z M✓ N U z V) W H O�h p W,,H JO x Cn LJ Q mZ�8 I O Q O� W-� N W O mp p Y N C r o i F m H 4 a¢ O ✓ O H U] F O W_ F,QO H ~C~ g � W 6 L U U 3 i ro U a a m d 3� w m Gh rn , / 140.91' . S 06°20 00 Eit H 3 Ix- WIRE FENCE Q ry o Q) 01ALL.,,�.., ry X w � 3 n X °� , � 666 r X ptl as � W:m x° F— o X 1ruARY` �� xW.K Y u G v � N �. rq 4"d 00 '�X o� � 0,_ Z I Q Z 00 S 4'YINri FENCEcn Z O 5 03°00 00" W 121 3 oW WQ� za Er; W z 0�z Wo oS Er uiW Q< V Z F- 279.70 >w w Ld 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 PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER FLOOR AREA BREAKDOWN Code Data •ENERGY CONSERVATION : 2020 RCNYS C-1 CONSTRUCTION IN RESIDENTIAL STRUCTURES Floor Level Existing Proposed Total ti Building Data (In accordance with Title 19 NYCRR PART 1265) •STRUCTURAL & LATERAL DESIGN : 2020 RCNYS 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) SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): •ELECTRICAL : 2017 NEC, NFPA 70-2017 & 2020 RCNYS m 53 sq.ft. Vicinity Map (addition) i C, 420 Summit Drive, Mattituck, NY *MECHANICAL : 2020 RCNYS 0)Site an SCTM#1000-106-02-08 S Second Floor Level 1,939 sq.ft. 29 sq.ft. 1,968 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) M -a C,-existing wood Ener Code Notes ❑ New Residential Structure il g G-2 Energy /krchito Ct retaining wall © Addition to Existing Residential Structure USE: Single Family Detached Residential Insulation Schedule 9 y N Total 2,s7s sq.ft. 592 sq.ft. 3,268 sq.ft. -- 1N Lx ❑ Rehabilitation to Existing Residential Structure ` 21 Main Street Stony Brook NY 11790 proposed Insulation Details CONSTRUCTION: Wood Frame Platform (un-sprinklered) Q -_x _ existin fence landing #2 TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT i 510 sq.ft. -__x _9 nce g PROPERTY REFERENCE ABOVEMLLUTILIZE ENERGY CODE COMPLIANCE METHOD Attached Garage (tolivin space)e converted Osq.ft. phone. 631 686-6585 LL 3 o - - x_ _� 18I q0' ; G-3 Abbreviations, Materials, Symbols (check each applicable line): g p fax. 631 686-6786 rn a: I I _10 pools �`!"`' 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 0 I c c a, --- =tback - o -'� © Pre-Engineered Wood Construction(PW) N 1 102.1.5 - Total UA Alternative Path by web. MMArchitectAIA.com 'E ' �/ -� , Plumber Riser utilizing REScheck-Web Software a }, ❑ Timber Construction(TC) a) These plans are an instrument of service and are ,.. proposed I5' Sara e s o a see attached REScheck Calculations e� Covered Porch 417 sq.ft. 417 sq.ft. the exclusive property of the architect. I -__9_ etbac i 0 a, Interior Details ( a) Infringements of the concepts and design ideas in-ground ___ k V 9 p g g IN THE FOLLOWING LOCATJ;Girders )(C CK APPLICABLE LINE): -ao -o � 14.3' tfd/ Contractor to coordinate and schedule all required inspections with v, presented on these drawings shall be prosecuted 0 pool 28, 1 111 to the fullest extent of the law. Copyright 2019: ' 3 O I PCOpOSE;d 1 m ❑ Floor Framing, Incl Innd e s(F) third party testing agency. Screened Porch 263 sq.ft. 263 sq.ft. p • e? Michael Macrina Architect, c All ri hts reserved, proposed PrO osed o (y Demo First Floor Plan ❑ Roof Framing(R� -Air seal inspection (if required) no part of the plans may be reproduced without Screened P ,o _ -Insulation ins ectlonthe expressed written consent of the architect. m Porch landing #1 Garage cv A 1 .2 © Floor Framing nd RooI ` pDemo Second Floor Plan -HVAC duct leakage inspection (if required) 49'_0„ anter , 15,_ SIGNATURE: DATE: f! �j final blower door test is not required for this project Drawing Status 38.0# 6 Demo Elevations PRINT NAME: Mi ael Macrin chitect,pc as per tech bulletin (TB-1020-RCNYS) AREA DIAGRAM / CLASSIFICATION 9 Ito Screened 4.3'' proposed hold to ,,�� Z ' porchExisting gore e A2. 1 First Floor Plan CAPACITY(CheEk one ner ® owner's Representative stair I 9 / /,, Climatic & Geographic Design Criteria : Table 8301.2(1) I I Two-story , I v Dwelling A2.2 Second Floor Plan new I �[ , 6" DIAMETER (to be renovated) ; driveway ,� a I A2.3 Garage Plan �• Ground Snow Load: 20 psf + Ula-' � � .Q Speed: 130 mph ultimate wind speed Issued f� I Garage Loft Plan -�.� (127 mph actual as per ASCE 7-16) J INS L U) REFLECTIVE WHITE rn Topographic Effects: L I + L A3. 1 Foundation Plan REFLECTIVE RED y NO Construction o6 �� �� PANTONE#187 Wind Exposure Category: B N I Details U - -- -- - - - ---- Seismic Design Category: B _ -- --- 50' front yard setback , A3"2 First Floor Structural Plan 6 Proposed , lU 3 Special Addition A3.3 Wind Region No I Second Floor Structural Plan ' Proposed "�, Wind Borne Debris Zone Yes 0 E MEMEMM Covered A3.4 Roof Framing Plan $ 1 0 o Weathering: Severe I `cyn Porch existing I A3.5 -WON-"" ., Dates driveway " Garage Foundation Plan �C Frost Line Depth: Winches Proposed LSpace4/23/21 Issued for Construction �0 p ' Details �' Termite: Moderate to Heavy Crawl �0 I o Conversion to 0 A3.6 ' Garage Structural Plans w --- H Winter Design Temperature 11d Unfinished Cellar o ' Garage Roof Framing Plan Ice Barrier Undedayment Required Yes for Valley's&Eave Perimeters Unexcavated I g 9 The construction type 1/2" designation shall be Flood Hazards N/A Z A4. 1 Front Elevation "I","ll","III","W oriV � STROKE to indicate the construction - • Air Freezing Index 618 -_ -- -- _ -- Right Elevation classification of the Proposed -- structure under DESIGNATION FOR STRUCTURAL Mean Annual Tem N 80°00'00" E2 ex. concrete retaining wall 115.00' p. 52.1 degrees N Detached A4.2 Rear Elevation section 602 of the BCNYS COMPONENTS THAT ARE OF > Garage TRUSS TYPE CONSTRUCTION Component and Cladding Loads: Table R301.2(2) J (760 s.f.) Left Elevation F� " " FLOOR CONSTRUCTION,INCLUDING L Existing ' t e F GIRDERS AND BEAMS 0 ZONE 4 18.2 -19.0 0 Living Space • Garage Elevations M o (737 s.f.) � 8r s o 4.3 9 �, �' f p RR!��,�'(� "R" ROOF FRAMING ZONE 5 18.2 -24.0 classification: A5. 1 `' L-U 1�1 of +• alterations level II Summit CJ rive Sections A-E "FR" FLOOR AND ROOF FRAMING 516 S€ h. N ZONE 1 16.7 -18.0 N as per sect. S raNuaRus�,? cC�s N AJ5&AJ6 No. Date Description A5.2 Garage Sections A-E IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED COIL ZONE 2 16.7 -21.0 Exterior Details WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION,THE CONTRACTOR Project IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED TO THE EXTERIOR v; ZONE 3 16.7 -21.0 Proposed 6.1 Strapping Details ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR PART 1265. 4 � Proosed ZONE 1 10.5 -16.0 Covered Porch Proposed IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE, CONTACT THE o First Floor Addition Nailing Schedule AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER LOCATION �, M ZONE 2 10.5 -29.0 (417 s.f.) (53 s.f.) THIS IS AN ARCHITECTURAL SITE PLAN Classificaiton: Addition C�n d _ LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. �? BASED ON INFORMATION FROM A Framing Details ZONE 3 10.5 -43.0 Additions as per sect.AJ8 ZONE 1 10.0 -18.0SU3VEY PREPARED BY : Utility Protection Detail CALL BEFORE YOU DIG Renovation co ZONE 2 10.0 -30.0 Peconic Surveyors, p.c. o ZONE 3 10.0 -46.0 E-1 First Floor Electrical Plan Proposed e Southold, NY ,/, % Screened For September 24, 2004 , I! Zone Diagrams '.: _ Call or e g Porch Proposed E-2 Second Floor Electrical Plan (263 s.f.) Landing PerryF Electric Power Lines 3 2Proposed Gas,Oil,or Steam 2 4' t Landing 3 s Stella i � Communication Lines,CATV N s 1 Proposed � s 2 s 2 � Unfinished Attic 1 Potable Water 4 3 + 4 3 3 4 N Mallas Reclaimed Water,Irrigation,Slurry Gable s s s s � Existing sewers and Drain Lines ® Interior 0 Living Space Krrovrrvtlat's{�B{QW. Wall Zone 0 Proposed Call before you dig Temporary Survey Markings Ede X (1,939 classification: Staircase Edge Perimeter LL classification: 420 Summit DTIV@ Proposed Excavatlon Zone ►� Zone �� 'aalterations level II C as per sect. Mattituck, NY MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Table R301.5 U AJ5&AJ6 N Jurisdiction VICINITY MAP USE LIVE LOAD DEAD LOAD (n 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 Unhabitable ATTICS without Storage 10 psf 10 psf Unhabitable ATTICS with Storage 20 psf 10 psf Drawn By: T= Habitable AT and ATTICS M.P. / ,Mq yij I served with fixed stairs 30 psf 15 psf SCOPE OF WORK � AJ/ � " Checked By: k ROOMS other than sleeping rooms 40 psf 15 psf Renovate Existing two story wood frame residence M.A.M. Sleeping Rooms 30 psf 15 psf ZONING ANALYSIS LOT DESCRIPTION Stairs 40 psf 10 psf Proposed first floor addition Job No. �T -12P JO � Guards and Handrails 200 psf lateral 2013 Zone: 8-40 Lot Coverage Calculations SECTION / BLOCK/ LOT : 1000-106-02-08 420Suntmit Dr, r °r Mattituck,NY l 1952 Guard in-fill components 50 psf Proposed garage conversion to living space � Sheet Title Lot Area=23,340 s.f. .536 acres max. allowed lot coverage= ROOFS 30 psf 15 psf( ) ° LOT AREA = 23,340 sf(.536 acres) p p Proposed covered porch Iotareax20% .�r" Cover heet Min. Required=40,000 s.f. 23,340 s.f.x 20% ALLOWABLE DEFLECTION : Table 8301.7 Yards: 2 4,668 .f. ZONING DISTRICT: R-40 Proposed crawl space conversion to unfinished cellar -, `. , ,�,�, Structural Member Allowable Deflection Required: Pro Site Plan Proposed second floor addition Front= 50 ft house= 1,968 s.f. �, Rafters having slopes greater than 3/12 with no L/180 p Side= 15 ft(min.) garage=760 s.f. 'r finished ceilingattached to rafters. Side= 35 ft(total) covered porch=417 s.f. Cac(7er Farms''` ft Proposed screened porch - Project Data 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 i All other Structural Members L/240 I 4,668 s.f. >3,828 s.f. (conforms) Proposed detached garage I - (allowed) (proposed) ,.,r'' Exterior Walls with plaster or stucco finish H/360 +ALO;., ^,,,_- ,l. Sheet Number t ° Exterior Walls - wind loads with brittle finishes H/240 Proposed HVAC work Exterior Walls - wind loads° with flexible finishes H/120 Proposed Electrical work - Lintels Supporting Masonry Veneer Walls L/600 Mill Read ` Note : L=Span Length, H=Span Height Proposed Plumbing Work for renovation A B A5.2 A5.2 FLOOR PLAN LEGEND J4 Equal ;. ZEqual STRUCTURAL POST min. (2)2x4 unless noted 38'-0" otherwise on plans 6'-4" 6'-6" 6'-4" 6'-6" NEW FRAMED WALLS r n r n r n r n 3'-3"--3'-3"—, 3-3 3-3 3-3 3-3 � � �� of post of post of post TALLER/LOWER WALL = or i N and dormer and dormer Dormer Wall and dormer (refer to sections) QIP Plate Height /krchitoct U r 6-1"A.S.F(typ.) ABOVE SUBFLOOR A.S.F. 214 213 .=N 212 211 I Lr) ._,� 210 209 21 Main Street Ston Brook NY 11790 ------------ �"--- -- SOFFIT / WALL CABINET y �� ------------- -------------------------------- -------------------- -H PQV T ABOVE ABOVE _ _� --- ----- ---- ----- ----- ----- ----- r ---- ----- -- -- - - - - _ I - ; I T' phone. 631686-6585 typical `n' -H typicalstudtypical stud TECO = INSTALL SIMPSON STRONG fax. 631 686-6786 p p pocket email. MMacrina@optonline.net 1" 1" 1 1" 1" 51rr 1n TIE JOIST HANGER 52 52 52" 52 5� 51" 52 ❑ web. MMArchitectAIA.com 1" EXHAUST FAN EF 36"tall railing292 5-7" 6'-4" 5'-7" 6'-4" 5'-7" 291" _ 2 (min. 100 dm to be vented to exterior) These plans are an instrument of service and are decking to r71d o 1 to code g S.D. � 1 the exclusive property of the architect. C1 Infringements of the concepts and design ideas b each side be selected R 1 a Height resented on these drawings shall be 7C7C � t6'-11"A.S.F(typ.) Lsloped P g prosecuted __ - to the fullest extent of the law. Copyright 2019: Unfinished ceiling Michael Macrina Architect, pc All rights reserved, no part of the plans may be reproduced without ®_ !a a ; I pale AttlC ---- S.D. the expressed written consent of the architect. o u, a� a� ,new i 208 0 landing ! ! Vaulted Clg. E/A5.2 E/A5 ! _ 0 0 ., ridge beam above --104 o r'' 215 -- ------------------ ---_ --_ --- -------- --------------------------co------------------------- o Drawing Status exact number ofnsersto -:: - - --- --------1-------------------------zl------------------------- o NOTES ----------- (see structural plan) t typical stud / N be determined infield I ! down ------ ~ '`"� L YP 4 ( ; 5" 36"tall railing o0 sloped pocket 207 to code - --- b ceiling 1. See sheet G-2 for insulation specifications. j j I active each side ! r, Wall Height ......... ±6'-1 1"A.S.F(typ.) 2. Install all smoke detectors throughout home Issued r 0 3'-0" 5' 10" J-4'-0--1" ------ --- 3T-1" n new 52 o as required by the 2020 RCNYS, sect. R314 and ------ --- 52 1 noted on sheet G-1. ion landing n 8'-92" --37 --- 25'-22" 3. Install all carbon monoxide detectors throu hout `°� v new _ _ g -- - landing --- - - I home as required by the 2020 RCNYS and D/A5.2 � g typical stud j typical stud typical stud noted on sheet G-1. pocket pocket pocket N III 36"tall railings -H tocode j ----- -- -- ----- ----- - - -- ------ ---- ----- ------ ------> --- ---- ---- ------ 201 \ 202 � 203 204 - 205\ 206 NOTE Dates see concrete stair Dormer Wall 4/23/21 Issued for Construction details(sheet A3.4) Plate Height See sheet A3.6 for all structural info. N of post 9 of post of ost and dormer 6'-1"A.S. (typ.) and dormer and dormer I n 1 n 1 " U 3'-3" 3'-3" 3-3 3-3" 3'-3 3-3 44 '- " " ' " NOTE 6 6-6 6-6 38'-0" Equal See sheet G-3 for all interior details Equal A B Garage A5.2 A5.2 First Floor Window Schedule: No. Date Description All double hung windows are to be'Anderson' Proposed Garage Attic Plan 400 Series. Project All exterior doors are to be'Anderson'400 series Proposed plan north Room Model#/Size Remarks Addition a n d NOTE 101 Garage 36"x84" to be selected swing door 102 Exact number of steps Garage TW2642 Tempered Glass Renovation A B 103 Garage TW2642 Tempered Glass on run for concrete g stair to be determined A5.2 A5.2 For in field. 38'-0" foundation wall Garage Second Floor 200 Window Schedule: Perry I r; All double hung windows are to be'Anderson' & Stella 8" 8" 400 Series. 36'-8" I i All exterior doors are to be'Anderson'400 series II Mallas O I I N TI I L6 Ln i i Room Model#/Size Remarks QIP ; ; 420 Summit Drive 37" 25'-0" I I 201 Garage Attic TW2036 I I Mattituck, NY I I I I I I 202 Garage Attic TW2036 I I I I F-------1 II Jurisdiction v I I I I �-------4 c x 3 I I I I�—landing I I i i a o 203 Garage Attic TW2036 C1 c I I I I above 1 L_______J = I I_ l Town of Southold o= 00- New New 1 8 I I I I r------- I• l 204 Garage Attic TW2036 o o I I I I I 1 Two Car :' o Suffolk County oi -------- ----' Ga i i N v 205 Garage Attic TW2036 I I I I j - I I I I i i 206 Garage Attic TW2036 Drawn By: /r RE AR �_ i f '- 4'-0n ► -- 36"tall railing v I I 207 Garage Attic TW210410 D/A5.2 i new D/A5.2 ------ - -- to code I I = g Checked By: i�f, fi fi -7 C14 landing o1 ------ - -- each side i i ( v t8 ) g �+ -- ---- i i 208 Garage Attic TW210410 M.A.M. Up 3R 4. L----- Liftmaster 8500 I I Liftmaster 8500 Job No. 9 12F6 C) ' ------- 6'- " _ 37" 1 garage foundations i wall mount garage 209 Garage Attic TW2036 '4 wall mount arae wall below F �N CD �=,c" U 3 new i door opener i i door opener 2013 NE cr E o M landing I I I N E N p 3 w 3 210 Garage Attic TW2036 Sheet Title f '` 11 4 new 9'1 wide x 7'-0"tall new 9'-0"wide x T-0"tall N 101 102 103 overhead garage door to be selected overhead garage door to be selectedLO 211 Garage Attic TW2036 Q typical stud Gara a Plans j of door of post pocket of door and of door and 212 Garage Attic TW2036 g dormer above dormer above 213 Garage Attic TW2036 - First Floor 3'-2" 5-52" 10-42 12'-10" T 6'-2" NOTE 38'-0" 214 Garage Attic TW2036 - Attic (overall) See foundation plan A B 215 Garage Attic F\AH6068PALR Tempered Glass for concrete step A5.2 A5.2 Sheet Number : dimensions. Proposed Garage Plan v 2 F3 -1/4" = 1 .-0.. plan north ------ -- -- Fr o p e r t y _i n e � (1)2"x6 Treated Sill Plate --- ----- -- Coated Copper Finished Driveway vew y Termite Shield (°`0" ) EXCAVATION AND BACKFILL M �' ' Sill Seal Insulation '`ti 1. Contractor shall locate and stake out all existing underground utilities prior 4 Anchor Bolts E to any excavation.The utilities shown on the plans are an approximate I (see Anchor Bolt Dtl.) li location only. n li 2. Excavate all areas as indicated in the drawings.All excavations shall be the Garage Slab (see plan) " ° �' Jj minimum depths required achieving clean undisturbed virgin soil with stable moisture content and non-shifting and non-shrinking soil characteristics. I , o The Contractor shall be responsible for notification of poor soil characteristics ii C' to the Architect and shall not proceed with the work until receiving instructions from the Architect. to I � � I I Set these walls parallel 3. The Architect has prepared the drawing and specifications with an assumed Ma Crn -WEI I� I 8��thick Poured Concrete A B to property lines Foundation Wall = bearing capacity of 2,000#per sq.ft. and an assumed soil characteristic of sand, /krch itE:� ct I •E silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) N A5.2 A5.2 I unless a soil test analysis has been preformed as per table R401.4.1 of the Q ® I Provide 2"x4"Key o 2020 Residential Code of NYS. 21 Main Street Stony Brook NY 11790 ` 0 I (D I 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. f10'-8" 38'_0" 4--I below finished grade unless noted otherwise on the plans. phone. 631 686-6585 concrete steps Top of Wall = o j o 5. All backfill shall be clean granular fill. fax. 631 686-6786 co �I 3 Up 7-9 J2 I (2)#4 Rebar `` �� 1 o0 email. MMacrina@optonfine.net 15'-0" Garage Setback above0'-0" �, - - --. 6. web. MMArchltectAlA.com ---- - -- - -- -- __ - --- - — I ____ ___________ _________ wthou floor framng or poperr brracing as ret uiirred to event dams a to(walls.b r ---------------------------------------- --------------- ------------ I Compacted--� 4" 9 q P 9 " I I Clean Fill No Backfill shall be permitted within a minimum of two weeks after pouring. mese plans are an instrument of service and are ___________________________ ------ __ ____ __ ________________ _ _____ i The Contractor shall be responsible for any damage to concrete or masony wall. the exclusive property of the architect. I 18" L __ J L 00 $"' I I 16" Infringements of the concepts and design ideas ---------------- --- r , r , r = presented on these drawings shall be prosecuted 7. All gradingto drain surface water awayfrom foundation walls at a minimum to the fullest extent of the law. Copyright 2019: 4'-O"---F 11'-3" r16" 11'-6" r16" at a minimum of 5%slope. Michael Macrina Architect, P pc. All rights reserved, v1 23„ landing floor I I I ' 15-6 Typical Garage no part of the plans may be reproduced without to I ' the expressed written consent of the architect. T 4 S-94" Top of Pier i ' I Foundation AI CONCRETE �., I I = �) 3 7'-3"above � I I I o Along 1. Foundation walls to be a minimum 3,000 s i unless noted otherwise on tans, new 2"x8"P.T.F.J. I I typical 2"x12"P.T. 0-° I i P• P �► Front Wall Drawing Status at 16"oc(4'length) I stair stringer at 16"oc a, I � on the above soil assumption. If other soils are encountered, lower bearing UNEXCAVATED FOR 3 I I 3 L , values are to be assumed and the foundation must be redesigned. ' 1t'-1o " GARAGE SLAB ' i •• •_ concrete pad under I I > I 4 I J I _ O•• 2. Porches, Carport slabs, exterior steps and garage floor slabs are to be a stringers at grade -I---I- I 4"Thick Poured Concrete Slab(3,500 psi) I I I minimum 3,500 p.s.i. 2 x8"P.T.ledger I I = , i' (3)2"A"low beam-'!- I w/6x6#10 Welded Wire Mesh Lapped I j o "' - - ' i min. of one full mesh&wired = i ' I = •+-J 3. Concrete shall be air-entrained.Total air content(percent by volume of concrete) Issued oIE typ.porch pier I ao I ' °O o I shall not be less than 5%or more than 7%. C 0 I I together at 48"oc over 4"thick base I i I I L I Top of Found'n o I �' To of Wall ' I 00 I ' o I Wall (0'-0 ) N i�� p -�- I course consisting of clean sand, � I I ci 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the align w.grade I I 6"x6"P.T. I I i —® gravel, si crushed stone. pitch slab c d narrowest distance between forms or three-fourths the clear spacing between o Up±7'-6"above post on I o I I Top of Slab reinforcing bars or between a bar and the side of the form. Construdip-m i' E/A5.2 -__--_-- I p E/A5.2 Pitch Slab Toward Doors o I Finish Grade g 0'-0" I l o a min. of 1/8" per foot. o I I 5. Forms shall be made of wood, steel, aluminum, plastic, a composite of cement - -- --- fnd.wall I CL ' 24"x24"x12"tall (slab area=approx.684 s.f.) m I I „ . - and foam insulation, a composite of cement and wood chips, or other approved I material suitable for supporting and containing concrete. Forms shall provide Nd 8fi I i �i T-T--i-1--t'-_ - ---� I p.c.footing with#4 = I ' - sufficient strength to contain concrete Burin the concrete placement iE10i-0 I `� Top of Wall rebar at 7"oc each way I I! I 9 9 I 1= I I I I I I I Up 2'-0" m I I operation. Form ties shall be steel, solid plastic,foam plastic, a composite ' I I --± I�Haunch Slab drop wall for stair ' I i i i i i i i o I I above 0'-0" I I of cement and wood chips, a composite of cement and foam plastic, or other A- 24"below each I I i i �*i i i I i I I I ' i suitable material capable of resisting the forces created by fluid pressure of = I I I i i I in I I ' fresh concrete. D/A5.2 stair wall(up t5'-6 00 - 1 IL 1_J _L_L_1 I I D/A5.2 Top of Wall Top of Wall I I I .-.: Found'n Wall Dates from 0-0") L ------aleld --- ---� I 2 Top of Down 6" �I 1 �I 2 belown0'0" �I 1 �I 2 below 0'-0" I ; I --- angle i L___ ___J �__ _ below 0-0 I 4/23/21 Issued for Construction N determinI ---- ---- --- ---------------------------- -------- ------------------------------- ---------- ---- i N Slab Edge Detail _ � _ - -------- ---- ------------------- - ___— I °O ------------------------ -------- ----------------� ------ -- � 3/4" _ � •-o•• FOUNDATION PLAN LEGEND o ' f Wall �I �) �I �I - � ALIGN �I2 To 0 1 2 1 2 - P (2)2"x6"treated STRUCTURAL POST --wall N 8"above Sill Plate min. (2)2x6 unless noted ew�etainin9_ QII finished driveway ($ee deta►1) ® (Datum 0'-0") Coated Copper-_ otherwise on plans U Termite Shield Top of Wall Sill Seal Insulation (7"-9"above post above align w.grade r 0'-0" Up t7'-6"above 8" H I H I „ I f , fi f „ 0'-0" —±6'-0 4-0 17" 3'-6" 9-4 9'-6" 3-4 9'-6- 17" Anchor Bolts M.O. M.O. M.O. (see Anchor Bolt Dtl.) � ii a0 p TECO = INSTALL SIMPSON STRONG 6" II TIE JOIST HANGER 38'-0" HOLD off ii •: concrete steps p setback line 8'thick Poured Concrete Jl r No. Date Description Foundation Wall New Foundation Wall on footing --------------- o top of wall (0'-0") Project A AB 8"above finished driveway -_____________- waterproA5.2 A5.2 to grade V.offing NOTE NOTE Lower Top of Wall 21 --------------- Proposed Provide 2"x4" Key �' a, (see plan) 1/2"Premolded Filler 1 ■ --------------- Addition a n d ■ At Perimeter of Slab �a OR Seep house floor plan Exact number of steps Proposed Garage Foundation Plan #5 rebar 18"oc -_____________- Renovation for retaining wall tie on run for concreteGarage Slab— -,: vertically and (see plan) horizontally in to house. stair to be determined 1/4•' _ •-o'• - --------------- plan north o a OR (3)#4 Rebar --------------- For In le - - a:-.—.-.—. Compacted i 4" _ -------------/- Clean Fill Perry Pa io 16"pool pavers Align Poured Concrete Pier 6T) Typ. Foundation Wall (see plan) & Stella FINISHED GRADE I----I tap of wall Alon Sides and Rear ,. •. g •• — •• Detail Symbol Mallas D #4 Rebar 2 2 420 Summit Drive filter fabric ° No. 5 REBAR „ Required Hold Down HORIZONTAL 6'-0 o.c. 6 min. Location (see detail) ® Mattituck NY at 12” O.C. l+ 12 max. TIT1-1/2" dia J TYPICAL TYPICAL Jurisdiction PVC weep holes FINISHED GRADE ° ° SPACING CORNERS oD E Town of Southold No. 5 VERTICAL REBAR - - ® 12" O.C. `�" UTILITY SERVICE NOTE 3"sq.Washers& . Suffolk Count End Nut Setup y ravel backfill ° 'Simpson' BPS%-3 General Contractor Shall g ° hot-dipped gale. Locate & Stake Out All Top of Landing Detail 2"x6"Treated Sill Plate Existing Utilities Prior to Drawn By 2" clear - Any Excavation. The Utilities M.P. R ° 1 = 1 O 5/8"dia.Anchor Bolts ^ E-v Shown on Plan are ; O ° .,�' 4,000 psi poured concrete (Typical) E� A roximate Locations Onl Checked By: �V�';.�'; walad footing E PP y ,t a� 10" P.C. Found'n Wall s .. M.A.M. 20 D0 6 tread ' ; Q- Job No. '31286. b L4 1"nosing hTread ° Typical No. 5 REBAR ea I TYPICAL PIERS 2013 at ,2"o.c• o #4 Rebar ° Anchor Bolt D t l . 1 each Tread All piers are to be T tall sonatube Sheet Title #4 Rebar Not T'o Scale poured concrete pier on undisturbed soil 2" D f° 2" ° Top of Pier to be below finish grade ° = X • '.. ° ;�,.4• Rebar Garage - ry r- E _ ° "00 12"pier diameters ° - 00 36 m 2total Foundation Plan #4 Rebar No. 5 REBAR at 12" O.C. �12" _ ■ C - Details 3'-0" Typical Tread Detail Typical Base Detail 30° Typical ca I Concrete Stair Details Sheet Number ( Typ. RetainingWall Detail QD yp Typ. Stepped 1 •' = 1 •_o•• Footing Deta i 1/2" = 1 '-O'• ?A ?B ROOF PLAN LEGEND V WALL ------- y BELOW ROOF 2"x8" R.R. 6" dormer 2"x8" R.R. 2"x8"R.R. 2"x8"R.R. INDICATES ROOF PITCH 12 rake overhang at 16"oc (typical all dormers at 16"oc at 16"oc at 16"oc X (12:36) (12:36) 12" fascia overhang (12:36) (12:36) BEARING WALL b dormer fascia over an b dorm er-Fa7cmoverh an a b dormer fascia overanBELOW ROOF Z-1711-7-7-7-77-7Z 17 OF IZ171;1/1 71 INDICATES AREA --- ---------- - !- ----- DOUBLE ROOF FRAMING or rch itoct INDICATES POST BELOW 21 Main Street Stony Brook NY 11790 ----------- --- ------------ I I ------------ ------------------------ pitch ex. house d) to match (D Nac INDICATES STRUCTURAL phone. 631 686-6585 °'M to BEAM BELOW ROOF aD 00 fax. 631 686-6786 N 0� 4) 0�I ?< Z 0 = 1 0 = I : : C email. MMacrina@optonline.net C �00 0 bo 0 r. 00 Q� 00 0 00 1 , Co X I INDICATES SEQUENCE X X X X iv IZo bo — (0 r Z 60 (D OF ROOF FRAMING web. MMArchitectAIA.com 5�, ?< X -C N 0 — + 0 These plans are an instrument of service and are 0 C14 -C L the exclusive property of the architect. Infringements of the concepts and design ideas > > presented on these drawings shall be prosecuted 0 to the fullest extent of the low. Copyright 2019: post ridge beam— (4)13/4"x16" Mridge 13eam 0 Michael Macrina Architect, pc. All rights reserved, down to hdr. _7 post ridge beam no part of the plans may be reproduced without down to hdr. the expressed written consent of the architect. below post ridge beam NOTE TO FRAMER a) a) below : : down to beam _ybelow L All overhang sizes noted on roof plan are C Drawing Status W 0 f; IX rough framing from outside face of stud wall W d) 00 X 00 00 00 Co (D (D X W N ?< =X 0 N N L C9 -?< &4 to outside face of sub-fascia and sub-rake. 04 bD 04 0 00 r b, - 0 -?< CID 0 0 N 0 Issue fol- ---------1�------- Za- pitch to match co ex.house CID II r-------------------- r-- ----------- I ----------- - ------ ----- -------- C STRUCTURAL PLAN LEGEND o-nstru-cti- on 7- W -T- ,� 6" dormer fascia overhano 6' dormer overhono 6" dormer fa—scia overhano Indicates Bearing Wall 7- 12" fascia over-hang 2"x8"R.R. 2"x8 R.R. ZAo M.M. 6" dormer 2"x8"R.R. at 16"oc at 16"oc at 16"oc rake overhang at 16"oc Indicates Post (12:36) (12:36) (12:36) (typical all dormers) (12:36) (see plan for size) 13 Dates Indicates Beam A B (see plan for size) 4/23/21 Issued for Construction A5.2 Proposed Roof Plan 1/4" 1 .-0.. plan north No. ate Description A ?B Project Proposed Addition and (3)2"x6"header (3)2"x6"header R enovation (3)2"x6"header —A A V -IJV (2)1Y4"x9Y4"Munder wall above (2)1Y4"x9%4"Munder wall above (2)1'Y4"x9%4"Munder wall above (2)2"x6" (2)2"x6" (2)2"4" For post post post C14 2"x10" F.J. 2"x10"F.J. 2"x10"F.J. at 16"oc(12'length) at 16"oc(14'length) at 16"oc(12'length) C: New CU teco to flush beam teco to flush beam teco to flush beam LO CL Perry M 0 I I _T_ Unfinished (3)2"xl 0"flush beam 0 0 0 rr -1 ----------- _T_ Attic sloped ceiling 0 0) & Stella 'Simpsonl_1171 1 3"dia. U) (2)2"4" steel 0 U210-3 a) jack I I column !(D - U) hanger I Vaulted C19-1 II I E -0 > ca a) ------- E E2 M a l l as I I cc 0 10) 0 Co (D 37- 4) 0 New (D new ridge beam above(see roof plan) �- ------- ----------------------------------------------------------- li r CM ?< M Cn M Two-Car ----------------------- -Z------ 420 Summit Drive (n C" I-_ cu -CMattituck, NY =3 ing ------- 2„x1(11 F.J. -C M Garage (5)2"4” En N0) (2)2"4" = W at16"oc:(10'Iength) Kr� a D 1 0 - � (1) 1 00 d) post post 0 t C) d) X (D -0 cu -E -a Jurisdiction -H 0 CN _0 (2)2"x6' M 0 jack 0 I ( _I ( a� - %- - sloped ceiling D/A5.2 D/A5.2 'Simpson' ----- 0 Town of Southold 0 U210-3 --- Cn T 0 hanger 0 Suffolk County D/A5.2 D/A 0 (3)2"x6' ------- 0 0) __ 1 11 --_F____-_-_--_-_� :I i lz�j " a) post under wall a 'ov (2)1 Y4"x9Y4"lvI under wall above (2)13/4"x9%4"Ivl under wall above (2)2"x6" (2)2"4" (2)2"x6" Drawn By: Ic-, post A, post L-A—Ar— M.P. r \C1 V- ---4_0 7 4 kik (3)2"x10"hdr. (3)2"x10"hdr. (3)1 Y4"x 11Y/"Mhdr. 11 (3)1 Y4"x 113/8"Mhdr. ------- Checked By: (3)2"x6"header (3)2"x6"header (3)2"x6"header (3)2 x6" L6 M.A.M. at 16"oc post (2)2"x6" jack J, (2)2"x6" (2)2"x6" <1 C**4 2"x`10"F.J. (2)2"x6" post (2)2"x6" (14'length) L6 jack jack jack Job No. 1286, 2013 N sq� A% B A AB A5.2 A5.2 Sheet Title A5.2 A5.2 para g ' Structural Plans Roof Plan Proposed Garage Structural Plan Proposed Garaole Attic Structural Plan -1/4" .1 1-0.. -1/4" = I ._01. plan north plan north Sheet Number : X, AB �y i c:,-,- hza e M ."a c,.- r i n za Y\rchitect 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@optonline.net web. MMArchitectAIA.com sconces see typical These plans are an instrument of service and are to be rake detail the exclusive property of the architect. selectedgk to of ride Infringements of the concepts and design ideas — — presented on these drawings shall be prosecuted 12 to the fullest extent of the law. Copyright 2019: ±4.5 12 Michael Macrina Architect, pc. All rights reserved, eave detail no part of the plans may be reproduced without typical roofing eeave d �±4-`v typicalno the expressed written consent of the architect. _ dormer plate height Drawing Status 12 � 12 blind metal o I i pical step flashing_ i `H 36 siding ;6a ive a ive 36 36"tall railingtypical o, i = 36"tall - siding = V rJ (2-15 c 201 202 203 204 i's 205 206 railing to '�'o Issued for 5/4"x4"tappered cap ,,`�" o oa be selected comer s �o o -- - -- Q- Q Q = boards see typical .- ^oe pow 36"tall frieze ��o ao� blind metal o s ' eave detail o1 deo railing new new 5 �- \ rafter late height flashing _ _ _ _ _ _ - - second floor subfloor b v, n S1.r I n N -Co __________ _____ ____ wall plate height wall late height typical - - Align -roofing - - 24" retur 24"ACD p.c. pier --- : return -I G below typical ___ _ r sconces '�' ; siding o - -- --- - - -- to be Eff :. .-,steps beyond—A :: ;I, o, selected - CD L---------J ao Dates ---; O --- a 4/23/21 Issued for Construction J typical - - -- -- - - ---- - sd - ' foundation wall below p,c. retaining wall =00 OL top of fnd. wall g [=J4 A -H OL top of fnd. wall dt 11new f - I- r-L----------------------------------------------------------- i _ new concrete ------------------- L------------------- --------------------------- foundation L----------- -- --J -- ------------------------ L------------------------------ ------------------------- ; ; o'^ I - thin stone veneer - o I �/ wall below i I garage door to be garage door to be door to be selected to be selected I - � � steps stepup footings L- ---------------- �' ----------------------------------------------LT- ----------Ti-------------------------------------------------------------------------------------selected by owner---------------------------------------------selected by owner---------------------I M E --------' Pro osed Left Side Elevation Proposed Front Elevation 1/4" = 1 '-O" 1/4" = 1 '-O" No. Date Description Project Proposed Addition and see typical Renovation top of ride - - - - - rake detail ± 12 4.5� 12 For ±4.5 see typical typical roofing eave detail -- - - Perry dormer plate height C" 12 12 b —t- typical JIF blind metal_ EIFI & Stella siding step flashing_ - s tYPical 36"tall 36 36 ILI 207 208 .r ~ siding -� railing Mallas �i i 209 210 i'X_ 211 212 comer 213 214 blind metal ;--0 - o boards s fo `��,, fishing " o��'' - typical — ca flashing L typical -- Q''�oQ ---- 420 Summit Drive rafter late height 'fie, �Oa roofing P g roofing 5� o blind metal P g / _ _ _- _ _ _ _ ca second floor subfloor flashing_ _ , _ _ _ _ _ _ _ _ attltuc Y wall plate height ------------------ Jurisdiction . return 5/4'W"tappered cap - - - - - - - - over 1"xd frieze board , i g 24 ! Town of Southold " typical return see typical thin stone veneer of o siding - '! _ eave detail to be selectedT M E Suffolk County 00 //� IL---- corner boards - - foundation c. pier wall below below Drawn By: foundation wall below ; ; i M.P. �, A top of fnd. wall z Checked By: c,. 6• "i.: ��� I v ___________________________________________________________________________________________________________________________________________ E ;E—step up footing Job No. �L1--------------------------------- ___________________________________J___' 2013Pro Proposed Rear Elevation 1/4" = 1 '-O" Sheet Title : � J Proposed Right Side Elevation Garage Elevations s Sheet Number : T RA P P I N DETAILSStrapping can be installed directly to rough framing or over plywood sheathing. Table R602.3 1 of the 2020 RCNYS FASTENING SCHEDULE . O 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 opening framing requirements). All nailing is a general specification it applies unless noted otherwise. w NIP Porch / Deck Strapping Details PLATE ONE 16d Joint Description No.of Nails Nall Spacing required uplift force as per RAFTER pp g `�. TO FILLER SIMPSON STRONG—TIE BLOCK THREE 16d ROOF& CEILING FRAMING 'CS20' Coil Strap table R802.11 of the 2020 RCNYS TWO 16d over every rafter = 340 pounds TO 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 SIMP2' ( STIR G-TIE i C 1 � g ) N I �HCP2� (single h rafter) _K_A_ 16d Ceiling Joist to Parallel Rafter (face-nail) (6) 16d common Each Lap (3) 8d Nails ° HCP4 (double hip fter) fo -a c:.,- �' STAGGERED Ceiling Joist laps over Partitions (face-nail) (3) 8d common Each Lap �� \ ° o KA .Ib 12" O.C. (3) 8d Nails (5) 8dxl-1/2" Nails 16d 12"O.C. VERTICAL Collar Tie to Rafter (face-nail) (3) 10d common Each End to rafter TO SPACER RIDGE o o Simpson Strong-Tie �� itoict STUD Blocking to Rafter (toe-nail) (3) 8d common Each End o " 4-1 BOARD o � —ABA46 4x6" Post STAGGERED Rafter to Ridge Board (end—nail) (2) 16d common Per Rafter ° (2) 861-1/2" Nails PLATE \� -ABA44 4.x4" Post WALL FRAMING ROOF / to plates —ABA66 6 x6" Post 21 Main Street Stony Brook NY 11790 THREE 16d ROOF WALL ° To Plate to To Plate face—nail 2 16d common 16" oc RAFTER o o SIMPSON STRONG—TIE Fill Void with STUD 10d TOE- ° TO FILLER p p ( ) ( ) O RAFTER H2A at each rafter Rigid Insulation NAILED BLOCK Top Plates at intersections (face-nail) (4) 16d common Joist-Each Side (575 pounds) phone. 631 686-6585 Prior to Sheath'g TO SOLE Stud to Stud (face-nail) (2) 16d common 24" o.c. ( ) / Typical Post Base fax. 631 686-6786 5 8dx1-1 2" Nails SHOE Header to Header (face-nail) 16d common 16"o.c. Along Edges to Stud Connection Detail email. MMacrina@optonline.net Top of Bottom Plate to Stud (end-nail) (2) 16d common Per Stud Rafter to Rafter Roof Rafter to Plate Hip Rafter web. MMArchitectAIA.com S 1 Connection Detail S2tioWall Stud Detail These Ions are pe instrument c service and are Bottom Plate to Floor Joist, Band Joist, (2) 16d common Per Footto Plate ate D eta i I " p End Joist, or Blocking (face-nail) 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 law. 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, n (600 pounds) See Rafter to Beam to no part of the plans may be reproduced without Detail of typical exterior of typical Bridging to Joist (toe-nal) (2) 8d common Each End �(. the expressed written consent of the architect. partition inteirsection Detail exterior corner post Blocking to Joist (toe-nail) (2) 8d common Each End hip / valley Post Strapping Detail (S5) Blocking to Sill or Top Plate (toe-nal) (3) 16d common Each Block rafter not to scale not to scale u rafter meson' L70 ,J- Drawing Status Ledger Strip to Beam (face-nail) (3) 16d common Each Joist �■ SIMPSON ST G—TIE A -_ \ Joist to Ledger to Beam (toe-nail) (3) 8d common Per Joist 'I'� Model 'HRC1. Band Joist to Joist (end-nail) (3) 16d common Per Joist ° ° NIP 0 beam coin �v ' ° RAFTER 0 HIP ° rafter ° ° joist hanger Band Joist to Sill or Top Plate (toe-nail) (2) 16d common Per Foot o O ° ° j g ROOF SHEATHING ° RAFTER a° ° 2"x Ledger fastened Structural Panels (see zone diagram) 4- ° t0 wall structure 0GE a (5) ° Issue o * Interior Zone 8d common 12" o.c. 0 o ,, Sd Nails Porch Rafter Perimeter Zone 8d common 6" o.c. a N O SIMPSON STRONG—TIE Connection Construction Gable Wall Edge Zone 8d common 4' o.c. 'CS20' Coil Strap o Q over ever stud ---t a Assembl Detail - -- CEILING SHEATHING Y a Y Gypsum Wallboard 5d coolers 7" Edge / 10" Field (8) 8d Nails WALL SHEATHING Hip Rafter Porch Roof Rafter to Common Rafte to Roof Beam to Ridge Detail —(3) 8d Common Nails Structural Panels 8d common 6• Edge / i12"f field g 5 Beam to Post Detail Hi /Valle Rafter tl. 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 ontinuouS Dates FLOOR SHEATHING (Subfloor) From Porch Bm. ver Roof Bm. Back Down to orch Bm. 4/23/21 Issued for Construction Structural Panels plate AS Shown (4) 8d Nails 1' or Less 8d common 6' Edge / 12" Field N If cripple studs are utilized over second flr. Greater than 1" 10d common 6' Ede 6' Field — END header,then provide one CS18 g / (8) 8d Nails ° LENGTH strap from top plate to cripple stud CUT o L NGTH header &from cripple stud to header Load— ar'g Hollow SIMPSON STRONG—TIE =� Fiber ss Column 'CS20' Coil Strap N (8) 8d Nails CUT over every stud (8) 8d Nails 0 in LENGTG H (1,030 pounds) 8 8d Nails ) ( ) d Common Nails -t \ SIMPSON STRONG-TIE a ach End of Straps CONNECTION OF MULTIPLE PIECES a \ CLEAR OF TOP-LOADED BEAMS(1) SPAN CS18 Coil Strap o h Girder p over every jack & king stud Post o Beam Strapping 1%4'Width Pieces: = SIMPSON STRONG—TIE w pp g CS20' Coil Strap Simps H2.5 • Minimum of 3 rows 10d Y x 0.128" nails at 12"o.c. over every stud Install 'Simpson' CMST16 N (8) 8d Nails Post ( ) first floor for 16 ft wide sliding door • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. 0. (1,030 pounds) 9 C. Post Bas for 14"and deeper beams Provide strap for • If using 12d(31/4')or larger nails,the number END p No. Date Description • LENGTH each jack Stud when of nailing rows may be reduced by one. (8) 8d Nails (8) 8d Nails multiple jack studs Concrete Pi Project r+nJ q o are required 1 VJ � 3Y2"Width Pieces: N f-- frim joist H low Porch o ch Colu n Proposed • Minimum of 2 rowsz"bolts at (8) 8d Nails 24"o.c.staggered Af t Deck AssemblyD tail . beamdmust th.Oterwise,usecoyaaosnsfore 1U Gable Stud Wall First Floor to Second Addition and beam width.Otherwise,use connections for side-loaded beams. S7to �aCk Stud atAdditional nailing or bolting may be Wall Stud Dtl. S8 Floor Wall Stud Detail Header e ° S � ead O nin required with side-loaded multiple-member p 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 ' SIMPSON STRONG—TIE IMPSON STRONG—TIE (8) Sd lis PerrySIMPS Coil rap ,over every ud CS20' Coil Strap 20' Coil Strap -a 1,030 ounds over every stud y ° pounds) (1,030 pounds) ov ever stud m O n (8) 8d Nails \ Solid Wood Post & Stella N ° _ Rim Joist (2) 8d Nails blocking o (8) d Nails �� �e st Column Wrap Mallas PSPN516Z ,� (2) 8d Nails dOVb\Oxe o MSTC52 wrap under (5) 8d Nails to 420 Summit Drive RPS28 ll t Post Base inside : Sill plate I i wrap under i 'Simpson' H2.5 A °� °° dos Hollow Column (see Dtl.) - sill plate o ��tt` \ (8) 8d Nails Mattituck, NY top plate ° Is hanger L VIII joist h nge 5 8dxl-1 2" Nails ( ) / SIMPSON S )NG-TIE Jurisdiction rn IIIA l wall <---Poured II I�III foundation VIII CS20' Coil S ap Concrete Pier VJ lI stud over every stud I 18 8d -1 2" Nails II IIII �, II ( ) / I Town of Southold IIIIII I (8) 8d Nails (8) 8d Nails 0 �lI III III Suffolk County ATER OR E _ PIPE Solid Post Porch Column RIDGE Wall Stud to Wall Stud to Sill Plate Cantilevered Wall St to Found'n Assembly Dtl. Rim T LL 1 Joist Det Rim to o PI D 31 r W to ate iI O Sil at Garage e all e Drawn By: - V) ATTIC M.P. ..P 'gcti NSI 2,�.�1 SS1.5 m Checked By: l f r} c y, ; Beam to Joist Strapping W Note: Sim son H2.5 hot- I Ir .. Ca STRAPPING INSTRUCTIONS : p ( -dipped galv.) �1 m / a M.A.M. 1 Q NS1 N 8 Required where not on Ions 1. All Strapping To Be 1-1/4" Wide 20 Ga. Steel Q BLOCKING 2 BAYS (n �' P or 'Sim son' Equivalent CS20 coiled strap) 4 8d Nails / see deck ledger BACK 48" o.c. — HD P q ( P) ( ) `Deck Joist g Job No. `o ° ° " — Unless Noted Otherwise. detail, same Sht. . r NEN °I for attachment 2013 ° t '� Ns1 0 +r 2. Use Stainless Steel Straps & Fasteners or to house Q t SECOND FLOOR Soli orner Post—� Hot—Di ed Galvenized When in C W > 0 Q Solid Corn Post pp Contact HSS2- s I. _ Q with Pressure treated Lumber. Sheet Title -J / > (4) 8d Nails Porch Girder N _ 'SIMPSON' HDU8-S 2.5 3. Install Strapping For All New Construction. U Y LINES w ,.. And where noted on plans Post to Beam Strapping ■ 2-16d Common Simpson H2.5 (hot-dipped galv.) Stra Details U _ 0 7/8 dia. 4. Install Strapping for Each of the Following: pp J HSS2-3-SDS1.5 BLOCKING 2 BAYS *� impson' HDU4—SDS2.5 Threaded Rod nails @ 6 o.c. Post BACK © 48" o.c. V Holdown for full length —Rafter to Rafter over Ridge Post Base — Nailing ��� NS1-1i► ELECTRICAL WIRING of stud -Rafter to Plate to Stud g ■ ;r= C Blocking d -Hip Rafter to Plate to Stud o �� FIRST FLOOR ® Endwall I second floor o ■ 0 �NS1 0 11 a -Common Rafter to Hip/Valley Rafter - Framin Details �PSPN516Z LOAD BEARING WALL (with HVAC Chase) �• 0 I I E -End Wall Studs to Wall Studs ` MSTC52 U " III -Header to Jack Stud \PSPN58Z _= dia. Threaed Rod N -Jack Stud to Rim Joist o °°�•• Rim Joist— Em dded 12 into Concrete -Wall Stud to Rim Joist Concrete Pier •.'•°1 RPS28Z BLOCKING 2 BAYS O w/ pson SET' Adhesive —Cantilevered Stud to wall below BACK C� 48" o.c. —Rim Joist to Sill Plate Sheet Number 'SIMPSON' HDU8 DS2.5/ first floor —Rafter to Ledger with joist hanger Plumbing , Electrical & HVAC Protection Guards Gable Wall Blockin MI . o Holddown Connecti Dtl. Holddown Conne tion Dtl. a) -Rafter o Beam to Post g , g -Beam to Past to Floor Beam pi a Deck Stra n-Floor Beam to Post p g 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 13 -Joists to Beam