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Home My WebLink About49217-Z pf souTyo`o Town of Southold * * P.O. Box 1179 53095 Main Rd UNn, Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46817 Date: 01/27/2026 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 815 Rabbit Ln East Marion, NY 11939 Sec/Block/Lot: 31.-17-18 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/28/2022 Pursuant to which Building Permit'No. 49217 and dated: 05/08/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Accessory garage to existing single family dwelling as applied for with ZBA #7705 dated December 15,2022 The certificate is issued to: Branko Peros , Margaret Peros Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49217 1/13/2026 PLUMBERS CERTIFICATION: A4horizeY Signatur ��oSUFFoi�G TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE "oy • o� 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#: 49217 Date: 6/8/2023 Permission is hereby granted to: Peros, Branko PO BOX 604 East Marion, NY 11939 To: Construct accessory garage at existing single family dwelling as applied for, with flood permit, Trustees #10068, ZBA#7705 and DEC approval. At premises located at: 815 Rabbit Ln, East Marion SCTM #473889 Sec/Block/Lot# 31.-17-18 Pursuant to application dated 12/28/2022 and approved by the Building Inspector. To expire on 11/612024. Fees: ACCESSORY $223.20 Flood Permit $100.00 CO-ACCESSORY BUILDING $50.00 Total: $373.20 Building Inspector *pF SO(/l��lo Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O.Box 1179 �Q Southold,New York 11971-0959 ��yComm,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Branko Peros Address: 815 Rabbit Lane city: East Marion st: NY zip: 11939 Building Permit#: 49217 Section: Block: 17 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: BWO Electric Inc. License No: ME-64604 SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzanine Garage X I I Dock INVENTORY Service 1 ph In-wall Heater Recpt 2 Ceiling Fixtures Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 2 CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures Combo Smoke/CO Transformer Sub Panel 50a A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC Blower Heads Switches 5 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED 4 Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: Notes: DETACHED GARAGE Inspector Signature: Date: January 13, 2026 l `• 1 'I OF SOUIyOIo TOWN OF SOUTHO-LD BUILDING DEPT. . courm, 631-765-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P E C/O [ ] RENTAL REMARKS: ldv� omst f v rj 0n- -1 l DATE INSPECTOR *pF SOUIy�� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourrn ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ �INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: bzAA a n sue um i& IA&\ C C s4- 1 ,�.uy C a C neeeC4 vs c4-K)tAO-o-6 LLei�,&C_eD CegP eeboye Iris ha,+ - M.4— DATE INSPECTOR �--- o�aOF 50UlyO �p?�, 7 /5 K/ N ti �o # TOWN OF SOUTHOLD BUILDING DEPT. coul+, 631-765-1802 INSPECTION [ .] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ _] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION : [ ] FIRE RESISTANT PENETRATION ' [ ] ELECTRICAL (ROUGH) [yCJ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �Cco?lea r coo Lo h DATE INSPECTOR OF SOUtyOlo q 101 pAbb,f ' - TOWN OF SOUTHOLD BUILDING DEPT. o►m 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ].FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: qwroo , tt5 P ok Form- -- e- 0 U.)K i- &4AC%tV� 8teak-er DATE.. ID INSPECTOR- l� �eel ►� LaChapelle Archi re SEP 2 o 9 23 September 15',2023 BUILDING WPM Rev September 19,2023 '.�'L`1 r Inspection Report Project: 815 Rabbit Lane-Garage East Marion,NY 11939 SCTM#1000-31.-17-18 Permit#49217 Architect of Record (AOR):Porter Clapp Architects,PC Inspection Type: (Tl;ore hz.pectronpeY*,1hed o>r tbir date are Chet-ked) 1 ❑ Footing reinforcement or pier excavation prior to pour ❑ Footing keyway with foundation wall reinforcement ❑ Foundation before backfill ❑ Foundation damp proofing ® Framing,tie down/strapping and plumbing ❑ Underground plumbing ❑ Perimeter insulation ❑ Rough electric ❑ Rough plumbing ❑ Insulation and caulking ❑ Solid fuel-burning heating appliances,chimneys,flues or gas vents ❑ Energy Code compliance ❑ Final inspection Inspection date: August 2nd,2022 Observations by: Jake LaChapelle Executive Summary: Framing and strapping observed were found to be in conformance with applicable code requirements. Modifications from the documents are noted. Follow up inspection needed? Framing and strapping inspection is complete. P.O.Box 1252 21atdtuck,NY 11952 (6=46)251-5058 jake@lachapellearchitecture.com P. , . , LaChapelle Architecture Observations: Framing observed was in conformance with applicable portions of NYS Building Code. SSTB16 anchor bolts at each sidewall end and 6'-0"on center were specified for hold-down of the sill plate to footing.Anchor bolts were observed at the end of each perimeter wall section and at appropriate spacing. Make,model,and embedment was not observable. It is believed that builder substituted '/z"bolt for the specified 5/8'bolt.While that size is in conformance with R2308,the AOR should confirm that load requirements are met. r� r, a ' S a �. P.O.Box 1252 Mattituck, �,:I' 11952 (646) 251 5058 jalcc(iilachapcllcarclutccturc.com LaGhapelle Architecture CS20 strapping is specified for the sill plate and top plate conditions,and observed at both conditions. Simpson H7 straps are specified at the rafter-to-wall condition and H8 or H2.5 straps are specified for rafter- to-plate connections.The contractor used Simpson H2.5A throughout. Installation appears compliant with code,though AOR should confirm load requirements are met. s, LvInic-ane lies a t i I Several missing rafter-to-wall straps were noted at double trimmer ceiling joists,which were subsequently installed and observed. P.O.Bo\ 1252 Nlattinick.NY 11952 !646) 251-5058 jake((1:lachapellearchitec=e.com LaChapelle Architecture Photos provided by builder were consulted for review of rafter-to-ridge connection.Strapping appears to be CS20 at maximum 21"spacing as specified.Nailing appears to exceed what is shown in the documents. y m 4 rrr u. y �i i< . 4 1 5p � I'10. 3—xic�;e sli-appi,�,(C. Thorp) '(�REp SRC end of report SAC y 1<1 P.O. Boy. 1152 Mattinul_,�\:Y 11952 (646) 251-5058 ia�:e(cclachapellearcl�itecr_ue.ccm f � LaCha elle Architecture p ch tectu re - sEP 2 0 2023 September 151,2023 BUII,DING DEPT. Rev September 19,2023 TONA"N IF F M 71.r.1 Inspection Report Project: 815 Rabbit Lane-Garage East Marion,NY 11939 SC M#1000-31.-17-18 Permit#49217 Architect of Record(AOR):Porter Clapp Architects,PC Inspection Type: (Those inspection performed on this date are checked) ❑ Footing reinforcement or pier excavation prior to pour ❑ Footing keyway with foundation wall reinforcement ❑ Foundation before backfill ❑ Foundation damp proofing ® Framing,tie down/strapping and plumbing ❑ Underground plumbing ❑ Perimeter insulation ❑ Rough electric ❑ Rough plumbing ❑ Insulation and caulking ❑ Solid fuel-burning heating appliances,chimneys,flues or gas vents ❑ Energy Code compliance ❑ Final inspection ' Inspection date: August 2nd3 2022 Observations by: Jake LaChapelle Executive Summary: Framing and strapping observed were found to be in conformance with applicable code requirements. Modifications from the documents are noted. Follow up inspection needed? Framing and strapping inspection is complete. P.O.Box 1252 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com p. 1/4 1 r � LaChapelle Architecture Observations: Framing observed was in conformance with applicable portions of NYS Building Code. SSTB16 anchor bolts at each sidewall end and 6'-0"on center were specified for hold-down of the sill plate to footing.Anchor bolts were observed at the end of each perimeter wall section and at appropriate spacing. Make,model,and embedment was not observable. It is believed that builder substituted'/z"bolt for the specified 5/8'bolt.While that size is in conformance with R2308,the AOR should confirm that load requirements are met. Fig. 1—A ncbor bolts P.O.Box 1252 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com p.2 4 LaChapelle Architecture CS20 strapping is specified for the sill plate and top plate conditions,and observed at both conditions. Simpson H7 straps are specified at the rafter-to-wall condition and H8 or H2.5 straps are specified for rafter- to-plate connections.The contractor used Simpson H2.5A throughout. Installation appears compliant with code,though AOR should confirm load requirements are met. G Fig.2—Hurricane ties Several missing rafter-to-wall straps were noted at double trimmer ceiling joists,which were subsequently installed and observed. P.O.Box 1252 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com P.3 r.4 1 � 1 LaChapelle Architecture Photos provided by builder were consulted for review of rafter-to-ridge connection.Strapping appears to be CS20 at maximum 21"spacing as specified.Nailing appears to exceed what is shown in the documents. Y 1 3 a .. t s 1 r Fig. 3—Ridge strapping(C. Tbo�p) ��RED ARC end of report DNS LAC A y�� 0339-��4 OF N E`N P.O.Box 1252 Mattituck,lNY 11952 (646)251-5058 jake@lachapellearchitecture.com P. 4 j4 ug A _ _ � l ♦ _ _ � • ate 3 s � [ !sjJl1i1 fill -l>;'' ------ ------ ------"------ --------------- v ow i i 11 • -------------- Y I j N T� ------- - (ti (� � ! • „_ / - _� 234041-SAP N ll S P 41 • �.��;�fr �,•,Y, 7 ,"lidir�Departm -,'"Town of Southold - ye. AWO a i f a . h` rra►0, let ��,y9 �� , .. • .�,a �fix, �4. «�,. �^_ , 1.. �� k';. V•.� ; ( ,� r y+ } :.� ,� ail �x. a Owner's photos 815 Rabbit Road, East Marion "'� .,.� .�`�.�4 �"� ,�; , 'r `" tom.♦�� .�, Permit #49217 Garage anchors y ♦ ) �t: T `r � ;, �.♦.1 •" `�' 2025.03.12 r w�j a? �" r,�,��.� -. .. b:... .�`ll lti 11,y,«..``41�'.Wt�.� �� ...a.'- -_.._._ .` _.. -,, r•F..-_. ,.. �. _. 'I A a n r-- 4 .w~ 4000 az ' A t Owner's photos 815 Rabbit Road, East Marion Permit #49217 Garage anchors 2025.03.12 1 i o g SKY low J, Will f Owner's photos 815 Rabbit Road, East Marion Permit #49217 Garage anchors 2025.03.12 s� woo Y R' +4 W 1,✓ s r c Owner's photos 815 Rabbit Road, East Marion Permit #49217 r: Garage anchors 2025.03.12 N 1 F _ � Ow 'r` ,fit s s4 Y f.r x Fy ,ti A i• Owner's photos 815 Rabbit Road, East Marion Permit #49217 _ Garage anchors 2025.03.12 � 1 FIELD INSPECTION REPORT DATE COMMENTS Z 1 - FOUNDATION (1ST) 2 v pA 1 m R -sarom Is a� ohmAt - -- {'0 oil. FOUNDATION (2ND) A z 0 y ROUGH FRAMING& PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE �(I:c.eC �.- I dP.r�►cti.of2 l�- oGa�1ovl5. FINAL 'r12'U *1<W C to(. Ljs h 0 UL W4 cefld PA5. 0 e- � AIL (L GA. a vt hA6 be . yfh ADDITIONAL COMMENTS " 0 3. z-1- 2-5- •�5 Tcus• es C of c do � z x e r� ro H s x`y0irot ..,- '�o TOWN OF SOUTHOLD -BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 d U o�"h Telephone (631) 765-1802 Fa �65-91121lLt s://www.southoldt0�\'1]l�,v �J c. i2 5r3i �se Only :aiA V_ 1571 ed OCC GG PERMIT NO. Building Inspector: \ n F th Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's �� I 2022 Authorization form(Page 2)shall be completed. BUILDING DEPT TO VVN OFSOUTHOLD -,APP.LICATI(j:N,"FO:R'�B.UILDING.:PER MIT. N!` Date: OWN ER(S):OF PROPERTY: . Name: � J)C-� Tax Map#: SCTM # 1000- 7 Physical Address: 9i S� /Re b i 7 La Eqs ./- /{�/�Ic'/ c) 9-3 1 Phone#: a I Email:M/ ?goo ,3 a?C Mailing Address: �3 N! )'/� I ie/;/Z /PGI� /�/�Gln !1 Gr.Sd eT A/ 0 30 CONTACT, EE�RSON: Name: 3X;�/v)1 Mailing Address: �3 ��"�� /2 �L4 �� C-ff Phone#: Email: /rye ��p� `j `� �/ �•�sYJ DESIGN PROFESSIONAL.INFORMATION: Mailing Address: /yp V a Ric h� YA i- p a Phone #: a/a Jro� 0- 1 c) Email: C D C /Q, , CAA CONTRACTOR INFORMATION:. Name: Mailing Address::3 - � 4� "IJt ee % �[�f G �falld r/rl� Phone#: I CV - S� f (� Email: f� '/10OS 3J' DESCRIPTION OF-PROPOSED CONSTRUCTION—, El New Structure ❑Addition XAlteration []Repair ❑Demolition Estimated Cost of Project: ❑Other $ //0, Coco, C)c 11 Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑YesNo PROPERTY INFORMATION. Existing use of property: �Msol)elt,_ Intended use of property: ! a-me Date.of Purchase: / / /Q Name of Former Owner: lee /l� t Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes �No 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 (print name): l K- ❑Authorized Agent Xowner Signature of Applicant: �.. -��-- Date: a / STATE OF NEW YORK) L I SS: COUNTYOF R 4N BCD T bt 0-S being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the 6 AAJV k0 P�`\os (Contract r, 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 ele , 20 0( I Notary Public LAURA SENN Notary Public-State of New York PROPERTY OWNER AUTHORIZATION No.01SE6194987 Qualified in Suffolk County (Where the applicant is not the owner)oy commission Expires October 14,20� I, residing at _ do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described rein. Owner's Signature Date ,f Print Owner's Name ��r OFFICE LOCATION: 1VIAILING ADDRESS: Town Hall Annex ,�0��®�SO P.O.P.O.Box 11 1 54375 State Road Route 25 Southold,NY 1971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1809 �pQ http://southoldtownny.gov COUiut�,� RECEIVE® & C� q�I rd AwlZONING BOARD OF APPEALS 9 2022 Town of Southold r Southold'down Clerk � FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 15, 2022 ZBA FILE: 7705 NAME OF APPLICANT: Branko and Margaret Peros PROPERTY LOCATION: 815 Rabbit Lane(Adj.to Marion Lake),East Marion SCTM#1000-31-17-18 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-I4 thru A 14-25 and'the Suffolk County Department of Planning issued its reply dated August 8, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated November 28,2022.Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP Policy 4.1 based on the following: The single-family residence does not require a location on the coast. The setback relief requested indicated that the lot is being overdeveloped in an Environmentally Sensitive Coastal area. The structure is located within FEMA flood zone AE EL 6. The proposed 22 percent lot coverage on the parcel is contrary to preventing loss to structure in hazardous area. The expansion and addition of structures within these areas are subject to repetitive loss from surges and flooding and should be avoided and/or minimized, It is recommended as a mitigation measure that a new I/A sanitary system be installed as approved by the Suffolk County Health Department to assist in avoiding any adverse environmental impacts, and would therefore deem the action as CONSISTENT with LWRP Policies. PROPERTY FACTS/DESCRIPTION: The subject property is a 6,780 square foot parcel located in the Residential R-40 Zoning District. The northerly property line measures 50.00 feet and is adjacent to Lake Marion,the easterly Page 2,December 15,2022 #7705,Peros SCTM No. 1000-31-17-18 property line measures 136.00 feet, the southerly property line measures 50.00 feet and is adjacent to Rabbit Lane and the westerly property line measures 136.00 feet. The parcel is improved with a two-story frame residence. Currently,there is an existing cottage in the front yard that will be removed and a proposed new one-car garage will be built in its place. There is an 8.3 ft.by 8.1 ft.shed in the rear of the property in the northwest corner as shown on the survey map prepared by Michael W. Minto,.LS, PC and revised June 2022. BASIS OF APPLICATION: Request for Variances Article III, from Section 280-15; Article XXIII, Section 280- 124;and the Building Inspector's June 3,2022 Notice of Disapproval based on an application for a permit to construct second floor additions to an existing single-family dwelling and to construct an accessory garage,at; 1)the accessory garage is located less than the code required minimum front yard setback of 35 feet; 2) the addition to the single- family dwelling is located less than the code required minimum side yard setback of 10 feet; 3)more than the code permitted maximum lot coverage of 20%; located at : 815 Rabbit Lane(Adj. to Lake Marion), East Marion, NY. SCTM#1000-31-17-18. RELIEF REQUESTED: The applicant requests variances to construct second floor additions to an existing two- story single-family dwelling measuring 2.7 ft. from the side yard property line where the code requires a minimum of 10 feet, and to construct an accessory garage 22 feet from the front yard property line where the code requires a minimum of 35 feet. Additionally,the proposed construction will result in 22% lot coverage where the code permits a maximum of 20%. The proposed construction,on this non-conforming 6,780 square foot parcel in the Residential R-40 Zoning District, is not permitted pursuant to Article XXIII, Section 280-124 which states: lots measuring less than 20,000 square feet in total size require minimum front yard setback of 35 feet,a minimum side yard setback of 10 feet and further states lot coverage be a maximum of 20%. ADDITIONAL INFORMATION: The Southold Board of Trustees approved a Wetland Permit No. 10068 on February 16,2022 for the additions as applied for. The permit was conditioned that the applicant must establish and perpetually maintain a 10 ft. wide non-disturbance buffer and a 10 ft.non-turf buffer tunning along the waterline as depicted on the survey map prepared by Michael W. Minto, LS, PC. The applicant will be moving the proposed garage back toward the dwelling by 7 feet so it will be further back from Rabbit Lane than the existing shed and planter in the front yard that will be removed. The applicant is also willing to remove the small shed in the rear yard. A New York State Department of Environmental Conservation Permit was issued to the applicant approving the additions to the residence. Permit ID 1-473 8-04752/0000 1. No neighbor spoke or wrote in favor or in opposition to this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 1,2022 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 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This is an old established waterfront community with many small cottages that have been remodeled and enlarged over the years. The applicant.is staying within the established footprint of the dwelling.The applicant wishes to remove the present second-story and construct a new second-story with a new 6.4 ft.x 11.2 ft.balcony. They also plan to remove the north wall on the first floor in order to install new sliding doors. The existing cottage in the front yard will be demolished and a one car garage will be built 22 feet from the front yard lot line. The new Site Plan drawings submitted by Terry B. Porter,Architect and dated May 12, 2022 show the remodeled dwelling will now have three bedrooms on the second floor with two bathrooms and the first floor will have one full bathroom.The size of the proposed dwelling is in keeping with the size of other renovated two-story dwellings on Rabbit Lane. Accessory garages in front yards with non-conforming setbacks are also Page 3,December 15,2022 #7705,Peros SCTM No. 1000-31-17-18 common on both sides of Rabbit Lane.The existing dwelling is closest to the easterly property line and the property to the east is undeveloped.Therefore,an enlarged second story will have little to no impact on an adjacent neighbor. 2. Town Law 5267-b(3)(b)(21. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. Due to the size of the lot and the pre-existing non-conforming side yard setback of the existing dwelling,further expansion would not be possible without variance relief. . 3. Town Law 5267-b(3)(b)(3). The variances granted herein are mathematically substantial,representing 37%relief for the front yard setback of the proposed accessory garage; 73% relief for the side yard setback for the existing ' dwelling,and 10%relief for the excessive lot coverage. However,the applicant is moving the proposed garage back 7 feet and has also proposed to remove the small shed in the rear yard which will decrease the lot coverage. 4. Town Law 5267-b(3)(b)(4)..No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply/with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 5267-b(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 5267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of addition sto the dwelling and a new one car garage 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 Acampora seconded by Member Dantes, and duly carried, to GRANT the variances as applied for, and shown on the survey map prepared by Michael W. Minto, LS, and last revised June 2022,and the Building Plans(including Demolition and Elevation Plans)prepared by Terry B. Porter, Architect and last revised August 1,2022. SUBJECT TO THE FOLLOWING CONDITIONS: I. The applicant shall install a Suffolk County Board of Health approved Innovative Alternative Onsite Wastewater Treatment System(UA OWTS). 2. The applicant shall adhere to the conditions set forth by the Southold Town Board of Trustees in Pen-nit No. 10068, dated February 16,2022 by establishing and perpetually maintaining a 10 ft. wide non-disturbance buffer and a 10 ft. wide non-turf buffer running along the waterline as shown on the survey map. 3. To reduce the proposed lot coverage,the applicant shall remove the as built 8.3 ft. x 8.1 ft. shed located in the rear yard from the property 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 =r Page 4,December 15,2022 #7705,Peros SCTM No. 1000-31-17-18 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 and/or architectural drawings cited in this decision will result in delays and/or.a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, 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 comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Weisman(Chairperson)„Dantes,Acampora,Planamento and Lehnert. (5-0) NO o s J. Planam to,Vice Chair Appro ed for filing 1i/ /2022 .�, n, ! a •� i J r �t11A �ry Y•->r . 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Glenn Goldsmith,President ®�Sol Town Hall Annex®�� P�®� 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski 411 Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® �® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 21, 2023 Branko & Margaret Peros 273 Mill Spring Road. Manhasset, NY 11030 RE: 816 RABBIT LANE, EAST MARION SCTM#1000-31-17-18 Dear Mr. and Mrs. Peros: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 19, 2023: WHEREAS, BRANKO & MARGARET PEROS applied to the Southold Town Trustees for an Amendment to Wetland Permit#10068 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated February 17, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 19, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#10068 to demolish existing cottage and construct a new 14'x22' one- story garage in same location; with the condition that the shed be removed; and as depicted on the survey prepared by Michael W. Minto, L.S.P.C., received on February 17, 2023, and stamped approved on April 19, 2023. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None This is not a determination from any other agency. Sincerely, .�*' 4" Glenn Goldsmith, President Board of Trustees GG:dd LHqarl1 )9QI C + Town Hall Annex Glenn Goldsmith,President �``�Qf SO � 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O.Box 1179 Eric Sepenoski l Southold,New York 11971 Liz Gillooly es9 AMC Telephone(631) 765-1892 Elizabeth Peeples �� Cr31iY-76 ;6'(]i ®ly CO ACC UU '! UN�`I, BOARD OF TOWN TRUSTEES 0 CT 1 2025 TOWN OF SOUTHOLD arYroer�l Building Del! �C�1F�'d? of�eOUtk�c�ft� CERTIFICATE OF COMPLIANCE #2232 C Date: May 5, 2025 THIS CERTIFIES that the existing one and one-half story dwelling with a 1 200sg ft.footprint, existing 8'x12'(98sq ft)front porch and 460sa ft rear deck• reconstruction'of the northerly wall in order to install new sliding doors,• removal of existing second story and construction of new 32 '/Z'x24.8' second story with a new 6 4'x11 2'balcony,demolition of existing cottage and construction of a new 14' x 22' one-stoEy ggarage,• establishment and pgoetual maintenance of a 10'wide non-disturbance buffer and a 10'wide non-turf buffer running alonE the waterline, At 815 Rabbit Lane,East Marion Suffolk County Tax Map#1000-31-17-18 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 12,2021 pursuant to which Trustees'Wetland Permit#10068 Dated February 16,2022,and Amended April 19,2023 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing one and one-half story dwelling with a 1 200sa ft footprint existing 8'x12'(98sq ft)front porch and 460sa ft.rear deck;reconstruction of the northerly wall in order to install new sliding doors;removal of existing second story and construction of new 32 '/z'x24 8'second story with anew 6 4'xl 1 2'balcony demolition of existing cottage and construction of a new 14'x 22' one story garage; establishment and perpetual maintenance of a 10'wide non disturbance buffer and a 10'wide non-turf buffer running along the waterline. The certificate is issued to BRANKO&MARGARET PEROS owners of the aforesaid property. Authorized Signature 1 h NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04752 PERMIT ..,. ..__ Under the Environmental Conservation LaW;; :CL Permittee and Facility Information Permit Issued To: Facility: BRANKO PEROS PEROS PROPERTY 273 MILL SPRING RD 815.RABBIT LNG 100-31-17-18 MANHASSET,NY 11030 EAST MARION,NY 11939 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: EAST MARION Facility Principal Reference Point: NYTM-E: 723.971 NYTM N: 4556.056 Latitude:'41°07'29.7" Longitude: 72°19'55.2" Authorized Activity: Construct a second story addition and balcony extension on an existing single family dwelling as shown on the attached survey prepared by Michael W.Minto,dated 9/23/2019,and proposed floor plan by Porter Clap Architects,PC,dated 12/9/19,both stamped"NYSDEC Approved" on 10/27/2020. The project as shown on the approved survey and site.is located over 75 feet from the tidal wetland boundary and DEC staff have determined that the project is listed in the Tidal Wetlands Land Use Regulations(6NYCRR Part 661.5)as an activity that does not require a permit. Therefore,no permit is required under the Tidal Wetlands Act(Article 25)of the Environmental Conservation Law. Permit Authorizations Freshwater Wetlands-Under Article 24 Permit ID 1-4738-04752/00001 New Permit Effective Date: 10/27/20.20 Expiration Date: 10/26/2025 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:KEVIN A KISPERT,Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: Date Ld � Page 1 of 5 MEW VORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04752 Distribution List _ Habitat KEVIN A KISPERT F- Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS ��rIl� Attachments Site Plan 12/9/2019 NA'I RA L RESOURCE PERMIT CONDITIONS m Agpfly to the Following Permits: FRESHWATER WETLANDS _ 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Michael W. Minto, dated 9/23/2019, and proposed floor plan by Porter Clap Architects, PC, dated 12/9/19, both stamped "NYSDEC Approved" on 10/27/2020. 2. Work Area Limits Any work, disturbance, and or storage of construction materials shall be confined to existing lawn or developed areas. 3. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized so as not to re-enter any water body, wetland, or wetland adjacent area. 4. Equipment Storage I00' from Wetland, Water Body All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body at the end of each work day. This will serve to avoid the inadvertent Ieakage of deleterious substances into the regulated area. Page 2 of 5 soma NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04752 5. Notice Covenant The permittee shall incorporate the attached Covenant(or similar Department- approved language) to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat Manager NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-3409 6. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. 7. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized,or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure,fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 8. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 9. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids,sediments,fuels, solvents, lubricants, epoxy coatings,paints,concrete, leachate or any other environmentally deleterious materials associated with the project. Page 3 of 5 Ah NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04752 GENERAL CONDITIONS e Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department®refers and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Freshwater Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b, failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; Page 4 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION w Facility DEC ID 1-4738-04752 d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. 'i NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees, and agents ("DEC")for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims,suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B- Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees,agents-and assigns of their responsibility to comply with this permit, including all special conditions while acting as the , permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals, lands,easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. Page 5 of 5 TOWN OF SOUTHOLD z Town Hall Annex- 54375 Main Road - PO Box 1179 Telephone Southold, New York 11971-0959 �►� 1 p one (631) 765-1802 - FAX (631) 765-9502 rogerr0southoldtownnv aov - seand ftoutholdtownnv aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: gwb Electrician's Name: ,-WC- s�.Eb2 License No.: (p q(Da t Elec. email: C.2 �� 1�1� • Ge7 Elec. Phone No: 31-7(o`I-SA39 CRrrequest an email copy of Certificate of Compliance Elec. Address.: ,) JOB SITE INFORMATION (All Information Required) Name: ps Address: �- Cross Street: Phone No.: J - BIdg.Permit#: email: I<'TaxMapDistrict: 1000 Section: Block: J BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ..Nwjy 60coj"�f- W-116A. C0 he-/�9 - Circle All That A I S uare Footage: PP y Is job ready for inspection?: ❑ kES❑NO Rough In Do you need a Temp Certificate?: ® ❑ Final ❑ YES�NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: -A #Meters Old Meter# ❑New service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect[]Underground❑Overhead # Underground Laterals 1 2 H Frame F1 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 5�a ��cl� es 5 a4+lefs Q Gf� 5 4 4'�'t Cep Southold Town Building Department P.O.Box 1179 Permit#: 49217 53095 Main Rd Southold,New York 11971 Permit Date: 5/8/2023 (631)765-1802 Expiration Date: 11/6/2024 Parcel M: 31.-17-18 BUILDING PERMIT RENEWAL LETTER Dated: 6/10/2025 Applicant: Peros, Branko Location: 815 Rabbit Ln,East Marion Work Description: ACCESSORY GARAGE Construct accessory garage at existing single family dwelling as applied for,with flood permit, Trustees#10068,ZBA#7705 and DEC approval. A FEE OF$186.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Peros, Branko Address: PO BOX 604 East Marion,NY 11939 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. UNAUTHORIZED ALTERATION OR ADDITION GUARANTEES INDICATED HEREON SHALL RUN TO THIS SURVEY IS A VIOLATION OF ONLY TO THE PERSON FOR WHOM THE SURVEY DRAWN MM CHECKED MM DATE: MARCH 2O25 DRAWING rY JOB N0. 25-263 SECTION 7209 OF THE NEW YORK STATE IS PREPARED, AND ON-HIS BEHALF TO THE 1F1 T� IVD�9 EDUCATION LAW. TITLE COMPANY, GOVERNMENTAL AGENCY AND TIS v LENDING INSTITUTION LISTED HEREON, AND n.- COPIES OF THIS SURVEY MAP NOT BEARING 5 TO THE ASSIGNEES OF THE LENDING INSTI- # THE LAND SURVEYOR'S INKED SEAL OR TUTION. GUARANTEES ARE NOT TRANSFERABLE. EMBOSSED SEAL SHALL NOT BE CONSIDERED ! TO BE A VALID TRUE COPY. o�uNFA 6�p23 \\ MAR 2 7 2025 `ya THE EXISTENCE OF RIGHTS OF WAY 06 gOVNpH M 'NCH \\ AND/OR EASEMENTS OF RECORD IF # WPM,gpgR \ ANY, NOT SHOWN ARE NOT GUARANTEED. / S�`�N \ Bull ing 1)epartli l- � \ rwn O't:s f}L7a.hLD@ Test Hole Data �� provided by: Shawn M. Barron, M.S. #� I March 6, 2023 e�. EI=3.0 I f EI-1.0 Sandy loam (S�1) 2.0 — I — Water in sandy loam I ,,, with gravel (SM)CV 64 I sue, �+ Water in mixed sand with gravel (SP) �3 #� /too '�D �o °$ °P 10 Area= 6,780 sJ. ?� ,�� O +� \�Ga ti°� ?��+ °�S De��,0�• �� e��, � cash ?ems �Q�P� Lot Coverage OP ti r % 6, Lot area landward of �o �° Wetlands= 6,364 s.f. `�,�� Q° 00, s a. Existing Residence 890 s.f. ao o yo la��^°��,, Garage 318 s.t. Total- 1208- S.f. or 19% of Area J'A�J, �fi� �1 ,y$'y •� '�`�p� O Vim' sr°G p�5 F a ' 6,yD� ro gOF' OF N E W Y . Q�V PSG w Mi O� tiA Co Asbuilt .Surve Y Certified to: �, on Described Property BRANKO PEROS S D 061 SJ�, situate at Premises known as: LAND # 815 Rabbit Lane, East Marion East Marlon Town of Southold Michael W. Min to, L.S.P. C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR District 1000 Section 31 Block 17 Lot 18 NEW YORK STATE LICENSE NUMBER 050871 87 Woodview Lane Scale 1 "= 20' Surveyed March 13, 2025 Centereach, N.Y. 11720 GRAPHIC SCALE (� PHONE/FAX: (631) 580-1202 20 0 10 20 40 80 �7 CELLULAR: (631) 766-9714 EMAIL: mikemintolspc®gmail.com ( IN FEET ) 1. inch = 20' ft.- THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION DRAWN MM CHECKED MM RENSED JUNE 2022 DRAWING & J08 N0, 22-362 AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF ANY, NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE GUARANTEED. EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE / TITLE COMPANY, GOVERNMENTAL AGENCY AND / LENDING INSTITUTION LISTED HEREON, AND • O� �� / TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. N Premises known as: o� ct "b ,, � # 815 Rabbit Lane, East Marlon / �a "roll \8 �r �1 yr T 4.0 Area 6,780 s.f. F ,L 1:10e Lot Coverage �,,, 0Q5 10�`e Lot area landward of Buffers= 5,755 s.f. ExistingPI\ Residence 890 s.f. ti 1 ae °o ae�w Small Shed 67 s.f. Large Shed 253 s.t. °P Total 1210 s.f. °� { Qo, or 21% of Area "roll f��0�� `mo � 28.8' O5%v 0.hbpiQo°\o\``e�y Existing & Proposed , o Residence 890 s.f. � F0`3% Small Shed 67 s.f. 9 ° ' �°��° Garage 308 s.t. �a � On tk- �A °°� Iota( 1265 s.f. or 22% of Area `� �� \so ° �h0 0 IN Op � fig'`�6tija$ � •�'b �vv. 0 Qp C ��yo 0 f 09116� 5� m Survey of Described Property Certified to: situate at BRANKO PEROS East Marion Town of Southold Michael W. Minto9 L. S.P. C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR District 1000 Section 31 Block 17 Lot 18 NEW YORK STATE LICENSE NUMBER 050871 87 Woodview Lane Scale 1 "= 20' Surveyed September 23, 2019 Centereach, N. Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 20 0 10 20 40 80 TAT CELLULAR: (631) 766-9714 W1 EMAIL: mikemintolsioc®g mail.com ( IN FEET ) 1 inch = 20 ft. 1 -��pyy�J THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION I"""••• NM I CH o Nu us am 2022 DMWN&JOB NO.7Z-3BY AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY Is A VIOLATION OF ANY, NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE GUARANTEED. EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR erfi } EMBOSSED SEAL SHALL NOT BE CONSIDERED r•1 li � TO BE A VALID TRUE COPY. L 1 -7 r GUARANTEES INDICATED HEREON SHALL RUN FEB ! 2023 �e ONLY TO THE PERSON FOR WHOM THE SURVEY w IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. GUARANTEES ARE NOT TRANSFERABLE. \0 Premises known as: 5 ° 815 Rabbit Lane, East Marion \ae \o i Ct 11 pp, �� 2n5 ?�•2p Area= 6,780 s.f. k Lot Coverage `6 ' Lot area landward of Buffers= 5,755 s.f. 5� Existing Residence 890 s.f, Small Shed 67 s.f. Large Shed 253 s.t. 0 Total 1210 s.f. ° �� moo. oo. or 21% of Area ,q��y sro, zae \ j V d' 6,0pop �io t cSba Existing & Proposed 6 0 Reidence Pose 890 s.f. 4k�z pro°e� Small Shed 67 s.f. $� a Garage 308 s.t. Total 1265 s.f. d oy1 or 22% of Area e�y e�o� `,,o; ti M.PROVED,BY m�� 5°�� •�� ::BOARD'OF TRUSTEES "TOWN.-OF SOUTHOLD ` ®F IV�yy 1 DATE 2oTi,� y r a o p`l�0 ®�NDseD Na5110` GN Survey of Described Property Certified to: situate at BWKO PEROS East Marion Town of Southold Michael W. Minto, L.S.P.C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LICENSE NUMBER 050871 District 1000 Section 31 Block 17 Lot 18 87 Woodview Lane Scale 1I'= 20' Surveyed September 23, 2019 Centereach, N.Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 5110-1202 CELLULAR: (631) 766-9714 2 is 1 o 1 1 w W EMAIL: mikemintalspc®gmail.com t A' F7ET ) 1 inch = 20 ft. THE EXISTENCE OF RIOWS OF WAY UNAUTHORIZED ALTERATION OR ADDITION OB% NW coo 0 BEUM JUH61D72IWO&JOB Na 72-161 AND/DR EASEMENTS OF coRO IF TO THIS SURVEY IS A VIOLATION OF ANY, NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE GUARANTEED. EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SWILL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ej ONLY TO THE PERSON FOR WHOM THE SURVEY RECEIVED �. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND AUG O j ` / TO THE ASSIGNEES OF THE LENDING INST1- p022 vl / TUTION. GUARANTEES ARE NOT TRANSFERABLE. ` `tie 9 Board of / 2Dnin S Premises known as: ,yp,`�pyps, c,p°W i,, #815 Rabbit Lane, East Marion 11 � e Area= 6,780 si. Lot Coverage Lot area landward of �� w Buffers= 5,755 s.f. �t Existing S Residence 890 s.f, d Small Shed 67 s.f, Large Shed 253 s.t. Total 1210 s.f. ��, ag 21.1- �I ' or 21% of Area i �pA Existing & Proposedp Residence 890 s.f, Small Shed 67 s.f. Garage 308 SA. ,►0 9 or 22% of Area 6• e� `Ta bhp d Epp'`` �j0• r '�� 0:�. `p a0 Q`� 5- toF N64,y 6L W FINAL MAP �h REVIEWED BY 5� SEE OECISION# s �GCO N�;m.b E a `bye LANo S PATMOiL!��. Survey of Described Property Certified to: situate at BRMKO PEROS East Marion Town of Southold Michael W. Minto, L.S.P.C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR District 1000 Section 31 Block 17 Lot 18 NEW YORK STATE LICENSE NUMBER 050871 87 Woodriew Lane Scale 1"= 20' Surveyed September 23, 2019 Centereach, N.Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 51111-1202 CELLULAR: (631) 766-9714 aA 1 to 1 ao so EMAIL.: mikemintolspa®gmaH.eom ( IN FEET ) 1 inch = 20 ft. I GENERAL REQUIREMF_NTS PARTITION LEGEND A. THE CONTRACT SIHALL BE WRITTEN ON AAA FORM #A107,WITH AA GENERAL CONDITIONS, AA 201, IN EFFECT AS IF WRITTEN OUT IN FULL.THE SCOPE OF THE WORK SHALL INCLUDE CONSTRUCTION OFF AN ADDITION TO AND RENOVATION OF AN EXISTING RESIDENCE AS NEW EXTERIOR WALL TO BE DETAILED ON THE DRAWINGS AND IN THE FOLLOWING SPECIFICATION. - 2X4-FRAMING AT 16"O.C. FACE EXTERIOR WITH 7/16" B. ALL WORK SHALL.COMPLY WITH THE 2020 RESIDENTIAL CODE NEW YORK STATE, MATCH PITCH OF EXISTING ROOF ZIP SYSTEM SHEATHING, TAPE ALL JOINTS. 2020 ENERGY CONSERVATION CODE OF NYS,AND LOCAL CODES AND ORDINANCES, OVER KITCHEN EXTENSION AND SHALL BE DC)NE TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN FINISH EXTERIOR WITH CEDAR APPAO VEOAS NOTED SHAKES. EXPOSED STUDS�.SHEATHING OF THE RESPECTIVE TRADES. C.TEMPORARY FACILITIES FOR PROTECTION OF TOOLS AND EQUIPMENT SHALL CONFORM TO 30 YEAR ARCHITECTURAL �3 ON INTERIOR LOCAL REGULATIONS,AND SHALL BE THE CONTRACTORS RESPONSIBILITY. FIBERGLASS SHINGLES DA .......8•P+� a� ON 30# FELT PAPER FF$n 2 3.-�o 8Y. D.CONTRACTOR SHALL PRESENT THE BUILDING TO THE OWNER FOR ACCEPTANCE, CLEAN AND READY FOR OCCUPANCY.ALL GLASS SHALL BE CLEANED AND POLISHED, FLOORS NOTIFYBUILDlNG DEPARTtVIENTAT SWEPT BROOM GLEAN, FIXTURES WASHED,WITH ALL LABELS REMOVED,AND EXTERIOR 63176 ISM BAMTO4PM FOR THE OCCUPANCY OR HAND RAKED FREE OF TRASH AND DEBRIS. FOLLOWING INSPECTIONS: E.WINTER PROTECTION, HEAT,AND SNOW REMOVAL, IF REQUIRED, SHALL BE THE 1. FOUNDATION-TWO REQUIRED USE IS UNLAWFUL CONTRACTOR'S RESPONSIBILITY.ALL SPACE HEATING SHALL BE DONE IN A SAFE, — FOR POURED CONCRETE SENSIBLE MANNEAZ,WITH PERIODIC CHECKS ON THE SYSTEMS,AND SHALL COMPLY WITH 2 ROUGH-FRAMING&PLUMBING WITHOUT CERTIFICATE STATE INDUSTRIAL COMMISISION AND O.S.H.A REGULATIONS. OUBLE HUNI DOUBLE HU 8. INSULATION n , F.CONTRACTOR 5HA\LL CARRY INSURANCE TO COVER THE COST OF THIS WORK AND ALL 8'-O'W X 7'-O"H WINDOW +L FINAL-CONSTRUCTION MUST OF L0# U1 A41i� COVERAGE AS DEFINED IN THE GENERAL CONDITIONS.OWNER SHALL BE PRESENTED WITH OVERHEAD GARAGE DOOR CEDAR SHAKE SIDING BE COMPLETE FOR C.O. CERTIFICATES OF CCONTRACTOR'S INSURANCE AT THE TIME OF SIGNING OF THE CONTRACT. AND NEW WOOD TRIM AM CONSTRUCTION SHAD'MEET THE (TYP.) REQUIREMENTS OFTHE CODES OF NEIA G. RENTAL CHARGE-S5 SAFETY, PROTECTION,AND MAINTENANCE OF RENTED EQUIPMENT YORK STATE. NOT RESPONSIBLE FO SHALL BE THE COI NTRACTOR'S RESPONSIBILITY. DESIGN ORCONSTRUCTON ERRORS COMPLY WI-iFH ALL CODES OF H. CONTRACTOR 5H,4�1,1_1_MAINTAIN THE JOB CLEAR OF TRASH AND DEBRIS AS DEFINED IN THE NEW YORK STATE & TOWN CODE GENERAL GONDITIdONS. ALL WASTE MATERIALS SHALL BE REMOVED FROM 517E PRIOR TO AS REQUIRED AND CONDITIONS SUBSTANTIAL COl'"IPLETION AND PRIOR TO FINAL ACCEPTANCE. �d�sqt34;�# f� _ �:r di'J" ......,.�•...�w O SOUTHOLD TOWN ZBA I. COSTS FOR BUILDIIING PERMITS, LANDFILL TAXES, USE TAX, SALES TAX,AND OTHER comply vvrrm;!b:Hjuynn it CHARGES RELATIWE TO CONSTRUCTION OF THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE OWNER. OLD TOv'U�i PLAN"m!°,!a EO"- � SOUTH (STREET) ELEEVATION EAST ELEVATION SOUTHOIDTOt"1"VTRUSTEES J.THESE DOCUMENT-5 DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION sa Oo_..�� N.Y.S.DEC SAFETY,AND COr- IPLIANCE WITH GENERAL CONDITIONS 15,AND SHALL BE,THE 1/4"=1'-O" 1/4"=1'-0" CONTRACTOR'S REESPONSIBILITY. 3 ®o MOT FrRbASEEO WITH K. CONTRACTOR SHaALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL CONDITIONS PRIOR FRP9NG UNTIL SURVEY TO SUBMITTING A IPROPOSAL.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND OF FOUNDATION LOCATIOt RETAIN STORM WATER RUNOFF CONDITIONS 5HO%NN ON THESE DRAWINGS WITH THOSE AT THE SITE. ANY VARIATION HAS BEEN APPROVEC PURSUANT TO CHAPTER 236 WHICH REQUIRES FPHYSIGAL CHANGE SHALL BE BROUGHT TO THE ATTENTION OF THE OF THE TOWN CODE. ARCHITECT. CLIMATIC ANJD GEOGRAPHIC DESIGN CRITERIA - TABLE R301.2(1) WIND DESIGN SUBJECT TO DAMAGE FROM r,-pnklred ohr"11 col- fiOrz^, to Ch,"rtcr 172 GROUND SEISMIC ICE BARRIER FLOOD AIR MEAN MATCH PITCH OF EXISTING ROOF C' th Twin Cod0 SNOW Special Windborne DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL OVER KITCHEN EXTENSION LOAD Speed Topographic wind debris CATEGORY Frost Line REQUIRED? (mph) effects region zone Weathering Depth Termite INDEX TEMP Moderate 30 YEAR ARCHITECTURAL 25Pe1 130 NO NO NO C Severe 361, to heavy Yes Yes 1500 52.2°F FIBERGLASS SHINGLES ON 30#FELT PAPER CONTINUOUS RIDGE VENT 2X8 RIDGE BEAM MATCH PITCH OF EXISTINCG ROOF OVER KITCHEN EXTENSION UBLE HIJ \ �p�c� 'IY y O CEDAR SHAKE SIDING _O'W\X 0_8° S B. PO AND NEW WOOD TRIM OLD Wool: (�'P•) DOOR\ 0 30 YEAR ARCHITEECTURAL i FIBERGLASS SHI(`�GLES i / �C �• JI000� ' 30# FELT PAPER A 5/8"ZIP SYSTEM ROOF SHEATH'iNG TAPE ALL JOINTS 2X8 RAFTERS @ 16"O.G. DESIGNED FOR:50 PSF TOTAL LOAD 40 PSF SNOW LOAD 10 PSF DEAD LOAD WEST ELEVATION NORTH ELEVATION ICE e WATER SHIELD 1/4'=1'-0" G'UP FROM EDGE OF� ul 4 ROOF 51MPSON STRONG TIE H2.5A HURRICANE TIE @ EACH RAFTER (TYP.) MATCH DETAILS OF 2 X 4 FRAMING @ 16"O.G. EXISTING EAVES AT HOUSE 14'-D" 14'-0" SOFFIT VENT •� IL �� (L I' �IJ+ ' -� ? t MAY 0 5 2023 CEDAR SHAKE SIDING __ (2)2X8 2 2X8 7/10"ZIP SYSTEM SHEATHING, r l9 � HEADER HEADER TAPE ALL JOINTS I -----`a ----------------- Peros Garage o I I 815 Rabbit Lane ' I ANCHOR BOLT East Marion, NY i ' � i , @ 0-o"O.G. 4"CONCRETE SLAB 6 X 6 #10 WWIM FINISHED GRADE 6 MIL POLY. BARRIER 6 i i i i i 6 6 6 I I I I COMPACTED I I I I 4'.r o EARTH FILL 4 Q , 4"'.r o'4'.:o�4`.i o�4'�.: 4'�.i o�4'�.i Q' �.:0'4'�.r o�4'.i o'4-�.i��4-�.i?�4`.i��4-�.i��d-'.i o�4`.i��4''.i o'4'ti��4'.r o�4'.i o'4'.i o�4'�.i o�4`t:�4`.��4'.:P�4`�r � "-.: F a 8„ 6; Porter ClappArchitects PC 180 arlc 1 tr. a: a ry 4`.Q: I I 4"CONCRETE SLAB New York, NY 10014' 'GRAVEL FILL Tel. (212) 352-1210 4 I 1 Mobile (917)653-0776 RAVEL FILL— I o:. ...a.. o. o.. .:o..o :17' ;od`.: TT 1 I I I . I I I I I 1 (V I I I 1 ry „,111..111111JJJ . I I I I I 1 title (2)#5'S @ 3" UNDISTURBED ' -------------- ' solL ------ - - PLAN, ELEVATIONS SECTION I I FROM BOTTOM I �----------- ------�---------------------' I �l� I L---------------------A ----------------------- 31/2"X 117/8'' LVL HEADER date APRIL 28„ 2023 scale �EGTION AS NOTED FOUNDATIQ'I PLAN FIRST FLOOR GONSTRUGTION PLAN sheet 1/4"=1'-0" M 15GBLLANEOU5 FRAM I NC G RAPH I G5 (THAT EXCEED FRAMIING STANDARDS, IT IS REOV FOR FRAMER TO HAVE A CONTINUOUS BUILT-UP ORDERS, B OR MORE SUPPORTS R NOWL�:D6EE OF THE AMERIGAN WOOD COUNCIL [AWG] DETAIL BOOK ) CONNECTION PATTERN SCHEDULE � � I R�B�.--OGK( �C-7 �O� PLATFORM �oDD �R�tM I NC-7 . Wo KING K (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. 5F'EG.'s FOR ADDITIONAL INFO.) ---�---- �. . ASSEMBLY I�EQ'JIRENENTS= AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) I .�•___.- r_�-.--.-.:r-•�. ----_ ._z=�.__,�._,.y.a BET),-CEN 1/6 • 1/4 OF A WHEN GIRDEIRS MADE UP OF JOISTS NAILED TOGETHER CONNECTION BLOCKING UNDER LOAD BEARING WALL 1 PATTERN DESCRIPTION SIDE BY 5ID1E ARE CONTINUOUS OVER THREE OR MORE SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE r �• I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES NON-LOAD BEARING WALL OFFSET FROM SUPPORT iJA (2)ROWS 10d NAILS a 12"OZ. MAX.32" 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN _f �' ( -)•`'' '; AS FIRE-STOPPING. INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T g 1 THAN ONE THIRD THE TOTAL NUMBER ARE, -- ". C...�I- �17y IB - --- (!3)ROWS IOd NAILS a 12"O.C. NOR MORE " SERVES A5 PlRESLOP17iN6. SUBFLOOR ---- -•:----_--� �` TO BE JOINTED ON THE t SAME SIDE OF THE SUPPORT. SUBFLtOOR (2)ROWS 1/2• BOLTS a 12"o G STAGGERED; PLATE R THE 501E AND DOUBLE G DEL.s ENDS ''It L TE SERVE AS FIRESTOPPlN6 SOLE PLATE - - _- - - - - -- 7W0-PIECE NAILING: . - ---- - ----- -- BUILT UP GIRDER P MAK.82" _ I I I Ii I I 'It 1 • '� I �- 3.FOR PLATFORM FRAME CONSTRUCTION: TWO PIECE GIRDERS ARE TO BE NAILED FROM ONE I ' D (2)ROWS 1/2,A BOLT5 a !6"Or- LIE I ?f PLATE - " - - PIECE, STILS,TPqO NEAR AGG RED WITH A DH END OF 15TANGE OF�b �,1h,,1',, " 4. FOR PLATFORM FRAME GONSTi2UG7fON: THE DOUBLE JOIST SERVES AS FIRESTOPPING. E (2)ROW5 U2'0 BOLTS a 24 O.C. 1/6 INCHES BETkCEN NAILS IN A HORIZONTAL LINE;OR 1 (2)ROWS 5-3/e'TRU55LOGK 5GREW5 0 12"O.G. t 1/4 OF A GIRDERS ARE TO BE NAILED FROM EACH SIDE w/ IOd I U ,r•'` `_ _ p 'U rIl ry ,• ,.I I: 5 5.FIRESTOPPiN6 SHALL BE 2 INCHES OF WOOD BLOCKING F SGRLWCD ON 0)5117E of MEMBER I t NAILS, i , �J--' - -� I I I � r -y I 11 OR OF NONCOM-$USTIBL.E FILL. ----�- -- - ,...- z. - _ -_ -.--. ---_-.__-_:-- TWO HEAR EACH END OF EACH JOIST OTHERS 6 (2)ROWS E-3/8 TRU55LOGK SGREh15 a tb•O.G. 51 AGGERED' w/ A D15TANCE OF 52" BETWEEN NAILS IN d i !' t� .!1 R!;I I + II: -- I . Q , b. FOR PLATFORM FRAME GON5TRUGTION: THE SOLE 50REP ED ON(1)SIDE OF MEMBER II A HORIZON7,AL LINE. ! I I I[:II- _... .8 _. .. -,; I'I;I ! AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN J �I I (2- ROWS 3-3/6`TRUSSLOGK SCREWS a 24"O.G. II II I '' I H l J015T5 SERVE AS FIRESTOPPINa JOIST 5GREI4ED ON(I)SIDE OF MEMBER I THR»-PIECE ' THREE-PIECE GIRDER5 ARE TO BE NAILED w/ 20d I I I tI 7. FOR PLATFORM FRAME GONSTRUGTION: THE 501E AND MAXIMUM OFFSET (2)ROW5 5"TRU55LOCK 5GREW5 0 12"O.C. I. ,. } � � � S�1L.r��r1T�n€R MAX.`32" NAILS ON E,M. SIDE W/ TWO NEAR EA. END OF EA. I----:-• 1 I, I,'j^ ;• ,"',I; ,. - -`' = ..--__i JOIST DEPTH d SCREWED ON BOTH 51PE OF MEMBER Ia; :; I !; - I 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED 51ZE OF BLOCKING i P PIECE, INCLU,'DINO INTERMIDIATE JOINTS, AND w/ THE +, I 1;lIII II.I l I 1 r11 t• UNDER NON-LOAD BEARIN FIRE5TOPPING AND K (2)ROhL4 5"TRV55LOGK SCREWS a 16 o.G. I OTHERS STAGGERED W/ A DISTANCE OF NOT MORE `� 1 I I II' I I; ;F i' 1..1..'; r I .-i . tl SERVE AS FIRESTOPPIN6. n BLOCKING 15CREHM ON BOTH SIDE OF MEMBER , „ a I Ir ; ._�; f 'I l ' * ;, + PARTITIONS ® 52 O.G. 5ND L (2)R0NL5 5"TRu55L0GK SCREWS o z4"oG. 11 B>=rvvEEN 1/6 THA*1 32 BEITWEEN NAILS IN A HORIZONTAL LINE. I I I k I , : ' I) �' ;I '�_._ ;r. I. 1 ) r, I I . • I +l 3 8.THE HEADER SERVES AS FIRE-STOPPINS. SCREWED ON BOTH SIDS=OF MEMBER l 4 1/4 OF A � P, �1 C I .I '! - ((}i1 1 DOUBLE PLATE I 1 ! },+ q..___--II� I_� II_- I POUR-PIECE CIDERS ARE TO BE A55EMLED AS SHOWN, ! I IIJ, I , I } _ I I I q, TWO-INCH WOOD BLOCKING OR THE )^QUIVALENT SHALL 1 ! + 11 HI GE I L I NG3RAG I NG I AND NAILED N/ 20d NAILS A5 SPECIFIED FOR THE I d II R. !I_-- - 1' I!; --10_-•- I i BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO !0 , 1 -_ I ,I - ! f ! STRINGER TO SERVE AS FIRE5TOPPIN6. CANTILEVERED FLOOR I.BEAMS E HEADERS NOT NOTED WITH CONNECTION PATTERN ON THREE-PIECE`. GIRDER. ! I �JI - -6-_=a PLAN SHALL USE CONNECTION PATTERN 'A'KHEN 6'OR SMALLER 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR GABLE ENDWALL t CONNECTION PATTERN S'N-IEN 10.OR LARGER ANCHORING:. II_ - I `" ' I I FRAMING SHALL BE EEN A_ OPPED AT THE BOTTOM WITH STUD 2.WI EN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- EQ�JR-PIECE GIRDERS AR:E TO BE SECURELY ANCHORED TO 2 I1 I� 1 �' - I APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BU1Lr UP GIRDER �, MASONRY PEERS, NAILED TO WOOD POSTS OR BOLTED I 0 f -. DTI 1 lI: I HELD IN PLACE BY METAL LATH OR WIRE FABRIC.SUCH SOLE PLATE: " GABLE END I JI I (f I 1' ' FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF FLOOR 2 x4"CONTINUOUS TO STEEL COLUMNS, I 1 ` p SAND LATERAL BRACE o V O.G. 5°' I i I 1 !1• '1 I 11 " THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 l AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHAkLL BE 2) !Od NAILS TRUSS OR I LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED JOIST AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL NA I L I NO PATTERNS FOR SIDE LOADED BEAMS (i e. FLUSH BEAMS) PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR TO FINISH.PLASTER CEILING ON NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES,WILL SERVE 10)8d -LOCATIONS REQUIRUNG FIRE57pPPlN6- AS FIRESTOPPING. NAILS FIRE- WOOD FIR_9TOPPIN6 FIRESTOPPIN6 - - - - - - ---- IRL- I - I STOPPING 5TOPPIN6 FIRE- FIRE- r-ASTENING RECOMMENDATIONS FOR SIDE-LOADED, �� I MULTIPLE_-PIECE MEMBERS I gTOFPING sroPPING JOIST 8d COOLER NAILS a 10'O.G. i� --- --NAILED' 1 BOLTED'f BLO<GKING 2'X4'BLOCK NAILED T( EA,BRACE I a IR2 GG' °IRS ON IlOeo r 1 IR S" +Wo�' i GOVeRIN9 APPLIED W/(4) IOd NAILS � coMMON COMMON BOLTS 11 6oLTs FIRL'sTOFPIN9 WFeN S &Prl M BOA 20 C�a.STRAP _. --------------- TWO ROWS 12"O.G. THREE ROWS 12.O.G. TO UND1 R51DE OF 91 (10)Bd NAILS LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 .IOlsrs DOUBLE P1-+A'i'E '5d COOLER NAILS o ID'o.c. BEAM SEL.EGTION w/ STD. NAILING NOTE. ENDWALL 5 AS NOTED IN NOTES 7 4 8 s JOIST SHALL BE LOCATED DIRECTLY «DENOTES ALT.roR USE OF DRYWALL ScREW5 PIREST�� ''1"�N OVER STUDS,UNLESS TOP PLATE IS 4°o EDGE/12"o FIELD FULLY BLOCKED gpLF FIRFsroPPIN6 Of LOCATION L TOP AND BOTTOM ROM SHOULD M 2"FROM EDGES WOOD FIRESTOPPING DF 61RDE12 DE516NED To CARRY THE LOAD SCREWS a6-04 TYPE W OR 9 FIRESTOPPINPS 2.COLT HDLEg ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOGA7ID 2' T'Y17 ROWS 24"O.G.5TA6c�=RED TWO ROWS b'O.C. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE ML'MBEft•EVERY BOLT MUST EXTEND THROU6i THE rvI_L TH100CSS OF THE MEMBER,USE Y"t R$VNDER HEAD AND NUT. p: p INTERIOR STUD DETAIL. OVERLAID ROOF D.5TAG61=R EACH ROh OF FASTENi�BY 12'. IN'I jl, 2'SPACE NOT ATTACHMENT VALLEY 4.FOR A'THR=-MMCZ F THE SPECIFIED NAILING IS PROM EACH SIDE. I TO BE FILLID (� NONxO STIDLE FIRESTOPPINB 5.POUR-PIECE MEMBERS&-MLD ONLY BE WSW WEN LOADS ARE APPLIED TO FIRESTOPPIN9 I APPROX.i INCH THICK BOTH BIDE OF THE MEMBER it I b.VALUES FOR NAILIN9 GOATECTIONS MAY ea DOI1151-W POR b'O.C.OR TRIPLED FOR 4'O.C.NAIL SPACIN9. LOGATI ON 1 1 t 5TT7 NA"INS FOR TOP LOADED MULTIPLE-PIECE SEAMS: I STRAPPING w/ T.2 ROWS OP Ibd COMMON NAILS 02'Of,)FOR DEPhS W OR LESS LOCATION 8 FIRC5TOPPIN6 LOCATION 4 i 4 8d NAILS a EA.END 0 R.R. 6.5 R0Y45 OF Ibd COMMON NAILS(12"orj FOR DEPTHS OF 14'.Ib'4 10'. IFVLL WIDTH LOCATION 10 2"i jSLOGKIN O 1- o` UEiy . ILu GONSTRUGTI ON DETAILS WIND LOAD FATH GONNECITI ON DETAILS S�a� /v , TOP PLATE I I DRILL 2"0 INTO ROOF O I ' DECK FOR STRAPPING INSTL, NOT TO SCALE INTERSECTION DETAIL !I FJCIST.OR NEW NEW R.R.SET w/ I rR•R.EIELOW UPPER TOP PLATE LAPS 4 IOd I I I I . NTINUOUS LOWER TOE NAIL I,• NO TED CONT.BLOCKING TOP PLATE 5PIKED TO R.R.4 j^C O. 01000� ' I ' ALIGN NMI t EX. RR.AS SHOWN -- A f I KING STUDS � ' PLAN VIEW 1 NOTE: SIMILAR a 'SHED' I I WOOD JO 15T WOOD JO I S GRI PPLE STUD__ _ ROOF,R.R. IN LINE BLOCKING-� JOIST HANGER HEADER GENERAL REM I REMENT5 FOR GENERAL REQUIREMENTS FOR --- - - r� NSTALLATION OF CLINCHED NAIL5 INSTALLATION OF TOE-NAILS GIRDER/HEADER- - " JACK STUDS WOOD C 1RDER WOOD JOIST. .. . . ___.._ - , - MAIN MLMBeR - JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH C IRDER/HEADER TYPICAL HEADER CONNECTION 1.TOE-NAILS SHALL 15E DRIVEN ® AN ANGLE OF IAM.x a APPROX.50° W/THE MAIN MEMBER € STARTED APPROX. I.NAILS SHALL BE DRIVEN PERPENDICULAR,TO ASHSHOWN A50VEE LEN5TH OF THE NAIL FROM THE MEMBER END, THE MEMBER,STRAIGHT THROUGH AND BENTr OVER - A MIN.OF (5) NAIL DIAM.'s AT A qo` ANGLE 2.THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER,FOR THI5 APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER---•-----__... _-------- --.-�I 5. To AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL P_ eros Garage BE INSTALLED IN FA. SIDE OF A RAFTER OR GEILIN6 J015T WALL STUD - WALL STUD 815 Rabbit Lane WHEN FASTENED To A 2'x4" TOP PLATE OR 5 TOE NAILS IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BOTTOM PLATE •' BOTTOM PLATE � - East Marion, NY BATHTUB . 1 SUB FLOOR DOUBLE JOI57_.-- . DOUBLE JOI5T . TOP PLATE GHIM. GHIASE SECURING @ 5TD. SIDE WALL -- ---' '' WALL STUD (SIM. a CHASE KTHIAN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALL5 ALTERNATIVE RAFTER TO WALL STUD CONNECTION W/STUDS TO ATTIC (FLOOR of BLK'6 TO R/L SIDES w/STRAP'PIN6 TO R/L SIDES) , Porter Clapp Architects, PC anc t. t r. TOP WIND RESISTANT GONSTRUGTI ON CeONNtC.TORS York, NY 10014 1(:�141M. CHASE WALL z - _ _ ..... :. - .: 1 - __-- _-.---. .- - - ------- _- -- -- - - Tel. (212) 352--1210 CONNECTION LOCATION: PART NUMBER: 1 NOTES: Mobile (917)653-0776 o Q RIDGE-70-RAF7IER5 , C520 a 21 APPLY TO EACH PAIR OF RAFTERS ! RAFTER-TD-WALL H7 APPLY TO EACH RAFTER j RooF RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER PLATE-TO-WALL STUD C520 ® 18 REOV BLOGKIN6 = II TO ALIGN w/5TRAPPING a APPLY TO EACH MALL STUD m EA. LEVEL ABOVE 0 d K 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 © 36" APPLY TO EACH Y�IALL STUD ! title FRAMING DETAILS THE FIRST FL: W HEADER-TO-JACK. 5TUD G520 © 12" I II I __...-.APPLY TO EACH JACK STUD I. CRIPPLE 5TUD-TO-I-+IEADER H3 APPLY TO EACH CRIPPLE 5TUD it APRIL 28, 2023 ate SHEAR WALL HOLDDOJ^,IN ANCHOR 55TBI& APPLY TO EACH SIDEWALL END i scale - ------ ------ -- AS NOTED IST. FLOOR-UNDER-51,LL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE sheet S II DE V I El^! PLAN V I EJ�1 (USE WITH B" 5G2UARE WASHERS) USE THE FOLLOWING OR APPROVIED 51MPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMI=HOED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. A-2 H OLDONN DETAILS TYF I CAL NAIL. I NO STRAF'F I NO REOU I REMENT5 FOR FASTENING SCHEDULE A ALL HARDWARE: TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UPL I FTC SHEAR, LATERAL Y V I ND RE J 1 5 ! ANr-,,E I NOTE: THIS SCHEDULE DOES NOT INCLUDE NAIUN6 FOR METAL FRAMfN6 STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE TGH D (SEE PAGE 5-003 FOR STRAPPING AND NAILING REQUIREMENTS, *ALL STRAPPING TO BE Iy4"x 20 GAUGES -- "5IMP50N" EQUIVALENT - 0520 (COIL AND ROUGH OPENING FRAMING REQUIREMENTS)ED STRAP) ALL NAILING 15 A 6ENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE FUSE IOd NAILS IF 57RAFFINC-7 IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) ! HOLDOHN 'A' HOLDOWN 'B' _- _-- ==--�DV-:E__•S-�CR-IP TIO--N-----�------^ -------'--I1 I-=._FA. N_ST_._E-N-E-R—SP--E-C-=. -�=----�Sr�T-E__-N•-_E_R QUANTITY 5PAG1'NGGONNEGTION A NAILINO ORID FOP, FOUENDATIn�' ROOF a GEILINC FRAMING I.DIM'e ARE ALL MIN.*'•BASED ON USE OF ONLY A I6d -':::: - - :-,__.__._ c--- _----------._-____-- ---- _ ------------_-- _ - - - -- jI ENDWALL COMMON NAIL w/o PREBOR.ED HOLES. NOWALL r.--�"-' 2. I RAFTER TO TOP PLATE (TOE-NAIL) ! �-SEE PACE 6-003 (- -PER RAFTER (3) 2x FULL (5) 2x FULL CORNER STUD -'' AT RAFTER TO RIDGE 2.WOOD 15 ASSUMED TO BE D,F,02 t 57R. IN DRY USE HEIGHT 5ND HEIGHT STUD ONNEGTE-D TO GONN= R.R z° SERVICE CORNER STUD TRANSFER SHEAR GTION: { GEILIN6 J015T TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 _ PER J015T ONNEGTED TO 5.5HOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL !-------- -- _ TRANSFFER SHEAR "51MP50N" HDQB r • :., (EVIDENT DURING INITIAL INSTALLATIOw FREBORE THE NAIL -- 1 FOR STRAP - 3 8 d COMMON • • ' • -+- HOL>=s,SET NEw MEMe>=R. GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-003 EACH LAP J HOEDOWN ANCHOR® I i ''I 2-I6d COMMON I ' ' ' • -- NAILS a� EA. END OF STRAP. � • � • 2Abd COMMON LOCATIONS NOTED I NAILS ® b' O.G. d / 4.NO MIXING OF NAIL 51zE5 OR TYPES ALLOWED 1 GEILIN6 JOIST LAP5 OVER PARTITIONS (FACE-NAIL) - Q-Ibd COMMON EACH LAP I NAlILS O.C. b" O.G. 8 ON PLANS I , 10"O.G. IF BLOCKED /�T/ ° • • • -- - - - -- - -O - - -- -- - -- O" . 1F BLOCKED CORNER F05T FOR, ROOF 5LOPE5 UNDER 5:12 WITH Q. 5.SEE SECTION 6 FOR ANY Rr0`T TO CLINCH THE NAILS(TO CORNER P05T I 1 I `-.�_ G.J. G.TIES 4 '1 TIGHTLY BOND THE END OF THE NAIL TO A 90'ANGLE,SEE - — -~ c i I I 1 i _` ROOF SPANS OF 24 OR GREATER, GRAPHIC BELOvU I --..._----- - •--•-_------------ "51M1'SON" HDGIB i USE 4 .�d COMMON NAILS COLLAR TIE TO RAFTER (PAGE-NAIL) -- -- —SEE PA6)= 6-003- - PER TIE_ 6.DIMENSIONS ARE PER FROM THE NDS COMMENTARY i i . - EA. END OF STRAP FOR ROOF I BLOGKINO TO RAFTER (TOE-NAIL) 2-8d COMMON ' EACH END TOWN ANCHOR I I ,- I SECTION 12.4-PLACEMENT OF NAILS t SPIKES A TABLE )CATIONS PLANS j " L I 1 SLOPES OF 5:12 AND GREATER. GR4-1. -------•--_. -----------_-_- -------_-� ---__..-_.....--------_-•--- _ .-__.._._.__._._____._-- I' RIM BOARD TO RAFTER(END-NAIL) 2-Ibd COMMON I EACH END It i GONNEGTI ON BI 4 B2 AT RAF TER TO TOP PLATE TO STUD �I-- -- --- -_� -'V - — —-- -- -_--- y� ' !MALL FRAMING HOEDOWN INSTALLATION OPTIONS: CONNECTION: FOR NEW f'. GONG FOUND.'s i I --Ij - ! FOR STRAP - 3 8 d�GOMMON NAILS � I TOP PLATE TO TOP PLATE (PAGE-NAIL} 2-Ibd COMMON I PER TOOT I I _. _.. . - - - _ -__- --- -- -- HOLDOWN CAST IN PLACE w/'i/5"4> THREADED ROD • • EA. END OF STRAP: see WHi£N IN TOWN OF ISL1P OR NAILING • I iI TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE FOR EXIST P CONG. OR NEWLY CURBED FOUND.b • • I • • II NOS OE(OMETRY EXCEEDS THAT PERMITTED IN ----- '1/8"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO I' - -- - - ''---- -- -- -- -'-- - ------------ 1 I_ CONCRETE w/"51MPSON' SET(HIGH STRENGTH EPDXY MA;X. NAILING GRID ABOVE UTILIZE li STUD TO STUD (PAGE-NAIL) 2-I6d COMMON ;{ 24" D.G. ADHESIVE), d FOR TEMP:s o"F-40"F USE 'S1MP50N" A7 I 51M4P50N # fh�fl(OR EQUAL) RAFTER TIE � - (HI6H STRENGTH ACRYLIC ADHESIVE) !I HEADER TO HEADER (FADE-NAIL) 16d COMMON " 16" O.G. ALONG EDGE5') i FOR TOEINAILING - 5 -it-d COMMON NAILS -'` '-r. r- ---- ---- -_..------- . _----.._-------------; ____- -___-_FOR EXIST.EXIST. /NEW G.M.U.(GONG� Q� • ""- TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-16d COMMON jI PER STUD j FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN USE SAME w/-I/8'� THREADED ROD CONNECTION -"'��- ., ; FOR C.J.'To R-R. - G 16 d COMMON NAILS --' -_ ,a___-_-. REQUIREMENTS FOR BOTTOM PLATE TO FLOOR J015T, BAND JOIST, (I 2-I6d COMMON 1,2 �I PER FOOT RAISED G.J.'a(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOGKINS (FACE-NAIL) I' APPLIGABI.F) FOR EA.(PLATE TD STUD ABOVE d OR BELOW �j.-:-... ... .. :.. ----- HOLDOWN 'G' HOLDOWN 'D' _2 _16-d COMMON NAILS FOR G.J. TO G.J. - `� 16—d COMMON NAILS I FLOOR FRAMING -� Ij------------- ----- _ ._..------ '-- - -- ---- _ - _ - ---- EN 8 �OF FOUNDATIONS FOR NEWLY POURED CONNECTION GI G2 (I J015T TO 51LL,TOP PLATE or 61RDER (TOE-NAIL)I: 4-8d COMMON II PER JOIST ' �QUNDATION m ONE STORY ONLY '�` (3) 2x FULL_ ENDI^G°d 1 • !!•----- --- -------- HEIGHT STUD `CORNER STUD BRIDGING TO JOIST(TOE-NAIL) - -_- - I 2-8d COMMON EACH END / ONNE R STIED TO I r ----- -------I-- ---- _ AT STUD TO FLOOR ASSEMBLY BLOCKING TO J015T (TOE-NAIL) I 2-8d COMMON TRANSFER SHEAR I EACH END 2x FULL HOLDOWN ANCHOR fa r .. �I 2-Ibd COMMON HEIGHT STUD : G2 I -'� TO STUD CONNECTION: BLOCKING TO SILL or I 3 Ibd COMMON LOCATION'S NOTED I ! :'' NAILS a9 6" O.G. 3 i I ° - EACH - - ----! TOP PLATE (TOE-NAIL) - j H BLOCK II ON PLANS I I l. I 10"O.G. IF BLOCKED i - - - ----- -- ---------�- -- T- G FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I66 COMMON I EACH JOIST I' j CORNER POST NAILS ® EA. END OF STRAP --------'--------- _...__._-- -- -__- _ I I ' JOIST ON LEDGER TO BEAM (TOE-NAIL) �' 3-8d COMMON I PER J015T , I ' FOR EA, PLATE TO STUD ABOVE d OR $FLOW - 2 16 d COMMON NAILS �------'--..----_-___--_-_ -- I NAILS m b" O.G. �- ° !..........»,__ L----------•--_ •_ .. �••_. I' I I - BAND JOIST-TO JOIST(END-NAIL) I 3-I6d COMMON PER JOIST k II I BAND JOIST TO SILL or TOP PLATE (TOE--NAIL) 2-I6d COMMON I �I -PL�Z FOOT �) !; ! I I I ROOF SHEATHING a� I` - - _ ' I I STRUCTURAL PANELS: .j B. P0 '1D¢ INTERIOR ZONE 1 bd COMMON b" EDGE / 12" FIELD h� �f "51MPSON"STE�DI4RJ CONNECTION DI C72 SOLID ( PERIMETER EmisE ZONE g Bd COMMON 1j 6' EDGE / b" AFIELD j GALE E'.NDWALL RAKE OR RAKE TRUSS w/ Bd COMMON I 4" O.C. ! LDOWN INSTALLATION OPTIONS l 1 I j 'BAY j UP TO 9" RAKE OVERHAN5 FOR NEW P. GONG. FOUND.'s t --- ' .✓ - .- --_ ---- — --- _...------'--------- -- '-- - --_-J _ --. . HOEDOWN CAST IN PLACE w/T/B"O THREADED ROD ! � 1 •""'�"� � AT STUJiD TO FLOOR ASSEMBLY TO 51 LL � GE i L I NG SHEATHING �� • �1000� FOR EXIST- P.GONG-OR NEWLY GURI2ED FOUND','s I • • - • -1/5"m THREADED ROD (PRE-DRILLED) EMBEEDDED 12" INTO I PLATE(65) CONNECTION: D.2 CONCRETE w/ "51MP5QN" SET (H16H STRENGTH EPDXY FROM I GYPSUM WALLBOARD 1---_.-_- j I ADHESIVE), d FOR TEMP.'s 06F-40°F USE 'SdMP5ON" AT CORtyT R II 5d COOLERS 'T EDGE / 10"' FIELD I, (HIGH 5TREN6T'H ACRYLIC ADHESIVE) ONE 04 REBAR - FOR 5TRZ4P - 3 8 d COMMON NAILS ® EA. I - _._..__.__._.__----�--.____-- _-.-:=-_-_•--•_--------------T- ---__��--- i • END OF :STRAP (WRAP STRAP UNDER SILL PL.) I 1- - - - --- - -i! WALL SHEATH I NC SPECIFIED O � D( I FOR EXIST. /NEW G.M.U. (GONG. QC-K)_ TYP.FOUND. NOTE • I FILL TOP 2 GOUR5E5 SOLID d CAST IN PLAICE HOEDOWN o ° w/'i/8"0 THREADED ROD FOR EA, PLATE TO STUD ABOVE $ OR BELOW - -..-2 _1�6_ d COMMON NAILS 11; I STRUCTURAL PANELS I bd COMMON jl 6 EDGE / 1:2 FIELD I_- ALTERNP4TE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS "' 1 FLOOR CONNECTION w/ # LPT4 SIMPSON (OR _- STRAP w/("s) --- - ---- --- '- -_ _ II I 7 CD6E / 10 FIELD II 1,. 1 ed NAILS o EA.END ==—=c.:-=-_---rr_----: N A I L I N O/5 TR A F�F'I N G ® V�I N D O NAl )O O fib. H F_A D E R 5TANDARD/ALTERNA7E EQUAL) cc PLATFORM TO SILL PLATES OF EA.STRAP TO EA.J015T-(FOR FLOOR 5HEATHINO (5UBFLOOR)• ' ALTERNATE USE I NOOTATION: SIMPSON H25A) I AI-NUMBER OF 8d NAILS o EA.END OF 57RAPPINO(2018 WFGM,TABLE 3.'1, P. IM CONNECTION E STRUCTURAL PANELS, - 11------_-_---=__----_I�---r-=�::��----__-__-•--:-,-I l• I B! -NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOOR5) (2018 WFGM,TABLE 5.235, P. 291) I I" or, LESS; I l g G: - NUMBER OF FULL HEIGHT KING STUDS EA. SIDE OF HEADER(2018 WFGM,TABLE 523G,P. 2a2; -,..-- " " y� GREArER THAN 1 : ad COMMON I c EDGE / G FIELD ' II I Dd COMMON I 6 EDGE / 12 FIELD ALTERNATE A5 PER TABLE 3.23D,P. 243) �.-..-^• NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER o EA.51DE ` 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHINS NAILED 6" O.G. AT THE PANEL ED,CE. i.I D (2018 WFGM,TABLE 5.'1,P. 164) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 RELJUCED, PLATE(S) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HI6WCR E: - NUMBER OF JACK STUDS m EA. END OF HEADER(2olb WFGM,TABLE 3.22F,P.255) �G F` -NUMBER OF t6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) o EA. 51DE SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR SLAB ON GRADE APPLICATION: ALTERNATE GONNECTOR5 SHALL BE USED TO MAINTAIN THE LOAD PATH. (DOES-NOT APPLY TO DOORS) (20I8 WFGM,TABLE$B,P. 191) - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF ' r I I B E; ' I _ _. FOR STRAP' - 3 8 d COMMON NAILS ® CA. NAILS SHALL BE PERMITTED To B3= REDUCI-D To I-IbD NAIL PER FOOT. ---- - - - I ,_:._.___-- _. ______._. ._...._. .. .._. "'`�-.. - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH 5►DE END OF 57RAP (WRAP STRAP UNDER SILL PL) s FASTENING SCHEDULE B i � OF THE ROOF PEAK,THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. E ROUGH OPENING FRAMING R OUIREMENT5 FOR WINDOW/POOR OPENINGS I --, FOR EA. PLATE TO STUD ABOVE d OR BELOW - l- 1 I (IN ACCORDANCE WITH L100D FRAME CONSTRUCTION MANUAL 2018 EDITION) __ _ d COMMON NAILS Peros Garage I , NOTATION ! I East Marion NY A $ G D E F 6 815 Rabbit Lane ROUGH I ! � OPNG I = 2 1 I 1 I I II I !I 4 I 2 2 1 2 l 2 j 5F'L I G 1 NO OF 70F FLAT- GABLE ENDWALL ---- — -- - ---- - ---._. _. -i - I- ii BRAGINO/STRAPPING PROVIDE (2) 2"xIO" HDR (MIN) U.O.N. REQUIRES SILL PLATES OF 2"xb" (MIN) : .. FOR RAKES 12"OR TOP PLATE BLOCKING 2 LESS PROVIDE 4 4 I� 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAY5 BACK as BLOCKING 0 12"O.G. LENGTFf FOR WIND - EXPOSURES 1340 - l 4'-O"OG. TO AGHEIVE RAKE O.H. - --- -- -- FOR WIND EXPOSURES �G ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF DIMENSION (FTJ I lNIMUM 5 E'er BUILDIN MINIMUM SPLICE' '` BUILDING M PLIG j; G Porter Clapp Architects, PC i LENGTH (FT.) !; DIMEN51ON (FT.) I; LENGTH (FT) I 180 arlc t. t r. TYP.STRAP w/C3) New York, NY 10014 ! it Sd NAILS EA, END 12'-0" 2-o /2-b 12'-0 '-a" OF EA. STRAP I 352-1210 Mobile (917)653 0776 i III ... „ - ' Ib-0 4'-0" ATTIC ANCHOR BOLT SFEC I F I GAT I ONS 2D-0 4-D/5-D f II , II , li '• �_� ! I 6" 12" SPECIFICATION (2OI8 WFGM TABLES 3.2A 4 5.213 P. 15-1-160) !! i E3LOGKIN6 2 BAYS - 24'-0" Ij 4' O"/5' O" , II 24'-0" (y'_Dn BACK 4'-O"O.G. CORNER 3a" 2NDlTION FOR ALL STRUGTURES: _-- 5/a"0 ANCHOR BOLTS 0 33q" O.G. 28'-D" ;+ 5'-O"/6'-3" ! 28'-O" I l'-O" i FLOOR GD NOTES _ 36_O' 7'-0/8-q' I' 5b-0 a'-O" title TE-TO-TOP PLATE CONNECTION MI 6 2 166d 6NAILS�FOOT.FORTOP SHORTERSPLICE '� a '' n —•----- - --•-' ' I HOLD DOWN, STRAPPING � NAILING I. MIN. 7" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPACING SHALL B_REDUCED IN ORDER TO 40-0 ;! 8'-O"/IO'-O" I !I 11'-0" BLOCKING 2 BAYS _ DETAILS • PROVIDE-AN EQUIVALENT NUMBER OF NAILS " II " " w/ 3" SQUARE WASHERS AND END NUT SETUP; - I -_. .-..__..--- „. I ._ .,I ...... _ BACK afl 4'-0" o.G. date END 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. d FILL 2.TABULATED SPLICE LENOTH5 ASSUME A BUILDING LOCATED 50-O I I 10-0 /12-6' i I 50-O ,I 13'-O" - TYF STRAP w/0) APRIL 28, 2023 CONDITION IN EXPOSURE B l_ • TOP TWO COURSES SOLID it i Sd NAILS EA.END n I. „ " .T S.TABULATED SPLICE LENGTHS ARE BASED ON&FOOT WALL I. 60-O 12-O/15-0 I i b0'-O" I 16'-O" OF EA.STRAP scale p HE'16HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT _--.--__-- --- ._ ._ __ -_ _-. _ ._ . ... . : I -.- 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BC MULTIPLIED SY H/6; I! I. A5 NOTED OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTOZNATIVE WALL HEIF4HT5 MULTIPLY THE ABOVE 70'-O" I I4'-O" ?O-0 la'-O" I FIRST FLOOR PLAN DIAGRAM OF ZONES 1 sheet NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR , II_... . (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): I I I b O 80 O 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 8 12" 80'-O" II " " 22'-0" I) FROM ENDS AND CORNERS (TWO ® CORNERS) "I'WALL-1.125 I. _ (SEE DIAGRAM TO LEFT) 10,WALL-1.25 BLOCKING 2 BAY5 + 12'WALL-11STg THIS COLUMN w/MULTIPLIER ,- 4. COORDINATE w/ HOLDOWN LOCATIONS FOR,O'-D"WALL BACK 6 4 O" O.G. 4.TOP PLATES SHALL BE A MINIMUM OF 57UP ORE MATERIAL