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HomeMy WebLinkAbout48159-Z �o�S�FFOIkC0 Town of Southold 1/24/2024 �. . P.O.Box 1179 o o _ 53095 Main Rd Southold,New York 11971 WIT CERTIFICATE OF OCCUPANCY No: 44892 Date: 1/24/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3575 Stars Rd., East Marion SCTM#: 473889 Sec/Block/Lot: 22.-2-24 Subdivision: Filed Map No: Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/28/2022 pursuant to which Building Permit No. 48159 dated 8/10/2022 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: addition and alterations to existing single-family dwelling as applied for per ZBA#7628, dated 6/16/2022. The certificate is issued to Caravanos,Emmanuel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48159 9/19/2023 PLUMBERS CERTIFICATION DATED Auth ize ignature . TOWN OF SOUTHOLD t�g11FFOLk � BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • t o r SOUTHOLD, NY�' 4jp ���lif 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#: 48169 Date: 8/10/2022 Permission is hereby granted to: Caravanos, Emmanuel 3828 217th St Bayside, NY 11361 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA approval. At premises located at: 3575 Stars Rd., East Marion SCTM #473889 Sec/Block/Lot# 22.-2-24 Pursuant to application dated 6/28/2022 and approved by the Building Inspector. To expire on 2/9/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $497.60 CO-ADDITION TO DWELLING $50.00 Total: $547.60 Building n r SO!/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlina-town.southold.ny.us Southold,NY 11971-0959 C01'JNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Caravanos Family Trust Address: 3575 Stars Rd city:East Marion st: NY zip: 11939 Building Permit#: 48159 Section: 22 Block: 2 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH,THE NATIONAL ELECTRIC CODE Contractor: Electrician: Roslak Electric License No: 3677ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures 6 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 8 CO2 Detectors Sub Panel 50A A/C Blower 1 Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 5 4'LED Exit Fixtures Sump Pump Other Equipment: Mini Split-1, 50A Sub Panel 24 Circuit/ 5 Used Notes: " AS BUILT NO VISUAL DEFECTS " Rear Addition Inspector Signature: Date: September 19, 2023 S.Devlin-Cert Electrical Compliance Form OE 50Ulyo� TOWN OF SOUTHOLD BUILDING DEPT. 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 C/O [ ] RENTAL REMARKS: ceuch6 ezbAic, a 4p J�Airk4 DATE INSPECTOR OF SOUIyO� TOWN OF SOUTHOLD BUILDING DEPT. u 631-765-1802 INSPECTION [ ] FO NDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] _PRE C/O [ ] RENTAL -- - REMARKS: - U, v DATE o wiA? INSPECTOR %f SOUIyo LA 84 6 2 -7S - # f TOWN, OF SOUTHOLD BUILDING DEPT. 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 [ ] PRE C/O REMARKS: �ovw eC� to Nor �i7 GC�J r DATE I /7L2 INSPECTOR qql(l �o OF SOUIyO� --- --TOWN OF SOUTHOLD BUILDING D EPT. ooutov, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ VIOUGH PLBG. [ ] FOUNDATION 2ND [vj 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: DATE INSPECTOR OP SOUTy�6 * # TOWN OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ KFINAL LATION/CAULKING FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: L va& DATE INSPECTOR OF SO/¢1,o� # # TOWN OF SOUTHOLD BUILDING DEPT. 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: (/ S eV 14 Avaua_ &Le,�.4 ,ezeess e0eav'-A DATE INSPECTOR ho�ag SOUlyO6 Ll 8l&g ---3 57-9- `, -- # # TOWN OF SOUTHOLD BUILDING DEPT. left 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 n[ ]_PRE C/O [ ] RENTAL REMARKS: ty -rLf=Z==pn2 Ir a DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ' b FOUNDATION(IST) -Sy -4Z ------------------------------------ .30•as Ant tia �v et ea • 11 ,+ b-44.. , �eoe� o� FOUNDATION(2ND) � col z 0 2 a✓ V' UJ° ` a 4 kA ROUGH FRAMING& Vb PLUMBING N i1 /lu A4 c9wv r INSULATION PER N.Y. Le 14 STATE ENERGY CODE tq Y t save. rn ( VYcf IL �i FINAL .$. L)MAkA suzu ✓1e.eQ 5 G "t.AAA. n S ic- i' IIcjgwz4 44 Ld-co�At ZOW.%4. P"ujW 1 deo� pAlZn o pvg, C.D. ADDITIONAL COMMENTS OZ N S - • ,29 / /,((L�.I L O {T t � >1 H z x y x C 't7 y I f I i =o�gllFFOtA'cOGy�2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-95;02 https://*ww.southoldtowM.gov Date Received APPLICATION FOR BUILDING PERMI -�- -- - - ror Office Use Only /41lJ(D- MIT NO. Building Inspector: NOV 2 4 20215D I ,�4plications'and'formsmusf be;filled�out in-theirentiretys•Inco,mplete;`; ;;' BUILDING DEPT applications will not be accepted:"Where,the Applicantis not the:owner ari TOWN OF SOUTHOLD Owner's Authorisation form:(Page;2)shall be completed: Date: e 2 -.OWNER S ''OF PROPERTY:' % • � ) . Name:_ .._v ..._� SCTM#1000 Project Address:M �jEmail: Phone# `1 L ...._��.'...._�-� E,mail:_.... ..,_.._.'-' --_.._ _.._.._._...-.-.. Mailing Address: ' CONTACT PERSON: %Name:. Mailing Address: — Phone#: _ Email: DE SIGN'PROFESSIONi— INFORMATION: Name: _. . - . _...--__._ -----.---._...._.. Mailing Address: P'v 0 2 Phone_#:' Email .`_' .- ._...__..._.�..-rV �S �.t.�; .i _". ............_.-..-.. I /..: de. /// ' CONTRACTOR INF RM ►TI( N, �.A, Name: Mailing Address: Phone#: _..631____.`��.� Email: -DESCRIPTION` ONSTR JC 0 ="'N ❑New Structure C316dition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Oy:zl, Will the lot be re-graded? ❑Yes Ei*If Will excess fill be removed from premises? es ❑No 1 PROP ERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenaWo d restrictions with respect to this property? ❑Yes IF YES, PROVIDE A COPY. Check Box After Readin ' The owner contractor/desi n r rofessional is res onsibI for all drai nage;and storm water issues;as provided b. Chapter iM of the Town Code.'APPLICATION IS:HEREBY MADE to.the Building Department for the issuance of a Building Perini;puisuarit to tNUH111190 Bu'i 2one c`�1"4b N' G grdinance of the Town of Southold,Suffolk Coiihty New York and.other applicable,Laws,-Ordinance's or Regulations,for the construct o of - �..::, additions,alterations`or for removal orrdemolition es herein`described:The applicant agrees;fo comply with applicable laws,ordinances; housing code and regulation;and to admit adthorized inspectors on,premises'and in building(s)for necessary inspections False statements,made herein are..' „punishable as a Class A misdemeanor;pursuant.to Section A6.45 oithe New York;State Penal Law: Application Submitted By(print a of /`�+1� ,� L7Authorized Agent ❑Owner - Signature of Applicant: Date: STATE OF NEW YORK) �J COUNTY OF 1\ ) - � �C�t�RT7�being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the eA (Contra tor,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 l SIC vembc I' ,20 otary Public TRACEY L.DWYER ORK PROPERTY OWNER AUTHORIZATION NOTARVPo"C.STATE OF NEW Y No.01DW6306= (Where the applicant is not the owner) QUAUFIED IN SUPFOLK COUNTY COMMISSION EXPIRES JUNE 3WO, I ' atL1*Y4u-✓ residing L/fS�� iOr- /U���'jer Y PQU Iflll.(���, to apply on do hereb authorize my behalf to the Town of S thold Building Department for approval as described herein. r Owner's Signature j Date biLly-11 Nv e/lj 1�4 V/ /V 0,3,- Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 16, 2021 TO: Doug McGahan(Caravanos) PO Box 602 Cutchogue,NY 11935 Please take notice that your application dated November 24, 2021: For permit to: Construct an addition to a single family dwelling at: Location of property: 3575 Stars Road, East Marion,NY County Tax Map No. 1000—Section 22 Block 2 Lot 24 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 20,400 sq. ft. parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring between 20,000-39,999 square feet in total size require a minimum rear yard setback of 50 feet. The site plan shows the proposed addition to be 37.6 feet from the rear yard propelly line. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 00� Sol/ 53095 Main Road• P.O. Box 1179 Southold,NY 1 1 97 1-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ® y� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ����U�� � Southold, NY 11971 U � n L/ http://southoldtownny.gov RECEIVED �f ZONING BOARD OF APPEALS SUN 2 3 202z TOWN OF SOUTHOLD Tel.(631) 765-1809 •Fax (631)765-9064 JUN 2 3 2022 733_T1 1 a t'dCa L),gr 'FIND NGS, DELIBERATIONS AND DETERMINATIMthold 'Down Clerk MEETING OF DUNE 16, 2022 ZBA FILE: #7628 NAME OF APPLICANT: Emmanuel and Barbara Caravanos PROPERTY LOCATION: 3575 Stars Road, East Marion, NY SCTM # 1000-22-2-24 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 II category of the State's List of Actions, without further steps under SEQRA. ~ SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. I LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 20,400 square foot parcel located in an R-40 Zoning District. The parcel runs 170.00 feet along Stars Road, runs 120.00 feet on the North side, 170.00 feet on the West side, and 120.00 feet along the South side. The parcel is improved with a one-story frame house with an attached wood deck. All is shown on a survey prepared by Howard W. Young, L.L.S., dated December 28, 2021 BASIS OF APPLICATION: Request for Variances from Sections 280-124; and the Building Inspector's December 16,2021 Notice of Disapproval based on an application for a permit to construct additions to a single-family dwelling; 1) located less than the code required minimum rear yard setback of 50 feet; located at 3575 Stars Road,East Marion, NY. SCTM# 1000-22-2-24. RELIEF REQUESTED: The applicant requests a variance to make additions and alterations that will result in a rear yard setback of 37.6 feet from the property line where Town Code requires a 50 foot minimum rear yard setback. ADDITIONAL INFORMATION: Testimony was taken that the undeveloped lot to the South of the subject parcel may be merged with the subject parcel through common ownership via the Southold Town merger law. Information on the Suffolk GIS website has the parcels "checkerboarded". The adjacent lot is currently held by the Caravanos Family Trust which qualifies as separate ownership under the Southold Town merger law. At this time the Zoning Board of Appeals does not have sufficient information to determine if the lots have been merged or not. There is a shed located on the undeveloped parcel. i Page 2,June 16,2022 47628,Caravanos SCTM No. 1000-22-2-24 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)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is a residential neighborhood which consists of single-family homes. The proposed extension is off the rear of the house and will not be visible from the street or the neighboring property owners since the parcel is planted with dense landscaping. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. The applicant's house is currently 54.6 feet from the property line. Any addition on the rear of the house will require the benefit of an area variance. 3. Town Law �2674(3)(b)(3). The variance granted herein is mathematically substantial, representing 25% relief from the code. However, the extension is only 15.5 feet wide and only affects a small part of the property. 4. Town Law &267-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 §267-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 �267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a family room while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Acampora, and duly carried, to GRANT the variance as applied for, and shown on the Site Plan and Architectural Plans (Sheets S-1, A-1, A-2 and A-3) prepared by James J. Deerkoski, Architect, dated January 13, 2022. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. 1 Page 3,June 16,2022 #7628, Caravanos SCTM No. 1000-22-2-24 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 tinder 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, Planamento, Acampora,and Lehnert. This Resolution was duly adopted (5-0) 0'�dlr ges ie Kanes Weisman, Chairperson Approved for filing Y7 /2022 BUILDING DEPARTMENT- Electrical Inspector -�� �O�' �Gy� TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 CD N - Southold New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr ccb_southoldtownny.gov seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: /V©f/ t 7,p k, Z— Company Name: p,4 K Name: /O O A- Ic. License No.: �a 67 y'? r email: Address: wiJ- fl 3S� Phone No.:(b 31,) 23 - LL70 JOB SITE INFORMATION (All Information Required) Name: j�,4KPeVI+Ind.S Address: 357-6- 50M9 kvgn y Cross Street: jV#lp '1'�p Phone No.: (431)73q, -S 70 Bldg.Permit #: 6�g/'-4-9 email: Tax Map District: 1000 Section: !22 Block: =LL. Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 4-- AST' Circle All That Apply: Is job ready for inspection?: 40 NO Rough In Final Do you need a Temp Certificate?: YES / 6 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 Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 1 t17- ?� I fir] l Request for Inspection FormAs ufFO(,l TOWN OF BUILDING DEPARTMENT- Electrical Inspector 0 S C SOUTHOLD' t � OG�� 0 1 Town Hall Annex - 54375 Main Road - PO Box 1179 � - Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 �1 rogerrgsoutholdtownny.gov seand a,southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: lV®il z— Company Name: D,'54 JC Name: -P p License No.: ?;7 GvJ email: Address: 110- Phone No.:(b 30 73 41 - 70 JOB SITE INFORMATION (All Information Required) Name: �fA r qV 4610E Address: 357," 5011ZE i2vrgn Cross Street: jVA-It, `gip Phone No.: (4-30 7:3 __ -z 7p Bldg.Permit #: Vgj-4-9 email: Tax Map District: 1000 Section: lZ Block: �L. Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) ff I��J 5 4- Eg42 r Circle All That Apply: Is job ready for inspection?: ES NO Rough In Final Do you need a Temp Certificate?: YES 1 a0 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 Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: 'PAYMENT DUE WITH APPLICATION Request for Inspection Fonnxls ©�O PERMIT # Address: Switches Outlets I I � 1 G FI's I Surface Sconces H H's yg, t I , UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AH Hood Service Amps rHave Used Special: Comments V v _•.`..._�__-�`� STdQs 'l�OAU j, �j^� SUfFOLK CO.HE•ACfH'DEBT''Y+�. ' '� :, —._� ••Ia�WIEv-rL(L� t'rlap�rt�CQ�me< H.S', NO. 21 ,•, is � .I �ctukOrJ�aIMJ �„� l.l� �•Y:;,. Il MAP'qFF1 :P=ASf:�;Y `� SUFYLED'F-0"2 STATEMENT OF INTENT'.'.'. THE WATER'SUPPLY ANY7 5E1IAGE DI-f I j� CI Y,Ii,Y fl-�7YCJ L�.4:E A( E�. QC��_�!^i('�Q SYSTEMS FOR this RmoptGE Wt l .. - CONFORM TO 7+IE STANDAJZDS 'O#.�' tv/ar4 •SUFFOLK CO.DEFT.OF HEALTH- , ��,. � • • .• a��pr>ol i� vaaolJcz ' o -D1 i':, .0 lot". ISI "o .TOWN o� APPLICANT . -;'_•,:::; SURFOI.K COUNTY',DEflT. .OF• HEAC-Tk: SERVICES - FOR APPROYL.AL - surpx eai •Y oe-;a„nei,�c,:i,:,,.t..��,1•s .. 'ee�•Fioorar i 1 e ,..�,`t , CONSTRUCTION ONLY (k,0a.,ne� f+auaa "1, ti law-5+.9:Eer.Ail. .�.1..7_Ir_5 DATE: y.' `• I , - �. � � -.- � ' _ 1 x _ +,,•rn ya .ir��� "t H.S.'REF.NO.. am� 91-5Q+85'9 �':. :•� ' '•Jtti�is2:t�p> sri . tn�s •�f rs tn-t:is a�aq. lac liucF.•.^: u'.�:! r;;;r,j�srl�nt�r ':r APPROVED: 'rd` '. i ^' ,1 - Cti,rt n�Lfc�i.: �Ij IJ Sutif.'7 C�Sfy' � •. ,5 SL•rFFOLK CO.1A.X MAP E.5 A A,TIONi;.. 4 _ '.- L'!�`,-rt9destnaterM+s: rm�at DIST. SECT, ` 27. OWNERS'ADDRESS: 10'-r,R .' 38-•!CS 21''1 �,a•f. _ l Ar ffirx�ZoOO OT.P. •'�,. :�. 7 ! �' ! CZ 9rr:onunrmlrr' ...•.,:- I' �7Ar.2r2'-22ff-7525) - •0 Q1areaW. vier! 1 DEED;L.5262 �i9ftlnri,ti9 we!!a aepfrc arecs re TES ,HO F, c ' fogmy � 1 in nimr � ( Amendai Acxlr. I6,I9911 Nov.4,r991; Aa,rd Apm a.1992;qpe-z'199z. ,amb.a a.s J S Z ' 0 r ap„ p' � .. f•resa is ,' � „' �. Y i � 0 ee.'as�ool •�✓_1 � p � /fir Tltle Na�8108-0308e', .•_•... . r J Sand y 9' mm `'9 1 Dua�anfca_ d fo Kre•ownew crud+0 9"r AL .. All�{yy..rand '. 0Ch,iccrejo Tl-Ha thout-6mcc'C'aT aa,�l 'wrlh'la7a r 5.78'�b'3.7'VrZ - (2Q.O rwsr_ rS" r • i p� s sur�ad Oc4. (9,r98!, rrawn /'y o� .^c'F�•,a . 1 R 1 K VAN,TU .F,G •i(�g Y�•�' ' �'• -�YVN QF SOUTf•f040 .. •50' � LICENSEO.LANO SURVEYORS °'L•OT 1 1 (h'ouee) (vacanF) -- GREENPORT. NEW YORK I`°ti� �' 'P •M Cti� (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND AFE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES (3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBD55•T SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION 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 TO THE ASSIGNEES OF THE LENDING INSTITUT101 CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOW,HEREON ARE FROM FIELD 095ERVATIONS AND OR DATA OBTAINED FROM OTHERS. Ad 400 Ostrander Avenue, Riverhead, New York I1401 Wes\ PLO AU tel. 651.72?.2303 fax. b31.727.0144 -�O - - odmin@youngengineering.Com N ' 1 Howard N. Young, Land Surveyor 1 Thomas 0. Nolpert, Professional Engineer Douglas E. Adams, Professional Engineer Doniel A. Weaver, Land Surveyor Un 1 � r SITE DATA QJ 4 1 m AREA = 20,400 SQ. FT. VERTICAL DATUM =NAVD(1988) 1 S — CMF 1 W Co� N rb n 1 1 l 1 IPF 1 \ — CMF \ l — 1 � '— 3 \ \ o 1 \O \ \ SURVEYOR'5 CERTIFICATION 1 { m p o now or �aravanos& \\ *WE HEREBY CERTIFY TO E M M A N U E L C A RAVA N O S THAT THIS M o o fGnlmana�� Caravans \ SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR 0 -o -s Barbara \ LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF N.� �s 11 B ye STONE 1 PROFESSIONAL LAND SURVEYORS. o v O N CON lac O�� DRIVEW B N BC f,G 12 I 6E O IPF RO + 11 O nm� C1' WDF 'N� '^ 11t `A" `^? O 5 11� OWEu 45893 �Jf Un HOWARD W.YOUNG,N.Y.S. S NO.458 O m —A LA i > 1 Z PVCF 1'1 TIMBER CUO 1 1TS STONE (f1 1 SURVEY FOR o N 24 5' b� DRIVEWAY OOD 34 �i W w DECK apo 34Y ' 1 CID OU.TDO SNOB 3.6' � 23�. � o EMMANUEL CARAVANOS 1 N 21.6 .'- 24 0� FFL6 g O ,r o Y w O v o j 24A at East Marion, Town of Southold vI G o A ` 1 Suffolk County, New York ( p 6.8 p 5O E N N1� 6g m RIVEW 1 FINAL SURVEY -s -( o x 1 o -s U% z p O C wrnN LURE ut County Tax Map District 1000 Section 22 Block 02 Lot 24 o C o N lB 6' FIELD SURVEY COMPLETED DEC.27,2021 LEGEND MAP PREPARED DEC. 28,2021 N PVC 1 • 1 9 9 0so4" 85W =BRICK SIDEWALK Record of Revisions BBC =BELGIAN BLOCK CURB 57ao36'30 REVISION DATE FTNAI SURVEY [7CT 7R 2021 CMF =CONCRETE MONUMENT FOUND I {ormerly 1 1 CMS =CONCRETE MONUMENT SET 1 1 EOP =EDGE of PAVEMENT ` Emma uel Car a�� & s IPF =IRON PIPE FOUND 1 Barbara Car ".:T RO =ROOF OVER _ WDF =WOOD FENCE WSF =WOOD STAKE FOUND o W55 =WOOD STAKE SET m • =END OF DIRECTION/DISTANCE rnF 40 0 20 40 80 120 0 a 1 Scale: 1" - 40'.. , . .. JOB NO.2021-0310 DWG.2021_0310_fs 1 OF 1 er r+n•T l 5`� T SCTM 1000-022 2-24 r / DESCRIPTION: AREA, LOT COVEfa'AGFa EXCAVATE: FILL: A1�� PRCIFMM. 20AW OF 0.46e AC- - - IvI C H EST"ATFD ARW OF 20M BF - - - N 11° 23' 30" W 170.0' � GRo�D�T Desi n Services www.mchdesionservices.com EXIDTNG NOUM rco.B OF B.3% - - phone: E703TNG DEG14 354.1 OF LB s - _ (631)298-2250 email: \ michael@mchdesignservices.com OPROPOSED ADOMOM 3M4 OF Le X T6 CY 25 CY IIMn50F aFARNG=RNOI_ ^ O O � / ` I \/� PROPOePROPOSEDDRTW918, B'd14 2demp - 9 OY 2 OY mr V / TOPSOIL \ TOTAL: 2495.2 OF C..2 s CO CY 77 GY cV , \ UICAOON cl I oxrweu I I i I T'�79.eolaros er. ROD821GK VAN 7UYL-PO suRVEY DATE ToiFvr�eT -- PQo i , . A i WASHMIT I r ROPOSE _ , JAN 19 M2 ADDITION W O 35.6' laW W ZONIN�BOARD OF APPEAL5 � � � --- - -- - - - 43.0' Q O E�-I IXb-11NG � DECK Z Ln O - -- - - ----EKISTING-1STORY-HOUSE--- -- — -- „�-9 V LrI 0ry) �FL-- o Z 0 m CA^ srooP CA W (10 OLaLJUL-!L EX DRIVEWAYGRAVE 00 �o SITE P LA N o SCALE: 1" = 20'-0" Z T W �N DRAWN BY: MH S 110 23' 30" E 170.0' ` 1/13/2022 OF NEwY DE 0�, SCALE: SEE PLAN STARS ROAD � r yLu SHEET NO: \spa ti0 FFInal ept copy from 25A evi�� ments aFESS N e'�-' S-1 4 C H Desi—q c 00-0 n Services MMInchdesionservices.com phone: (631)298-2250 Memail: as ft&ael@moidesigmeMcn.com ".1. M L X - -- - - - - - - - - - - - - - - - - - - - - - - - • A • rl\ pri LLJ Z z 0 I LM LM q Lo co DRAWN BY: MH- MEN SCALE: SEE PLAN �\.gg 1,N-Noyes Pg.ggg a-p - - -MON - 6MM,- - - M. an" MINE SHEET NO: A-1 S M C H Desi n Services www.mchdesignsennees.com phone: (631)296-2250 ss-s° email: PA° r-s° michael@mchdesignservioes.com D ix3DaD 7w3a�o iwaaw (2)MMNOP p217-1/4MLHDyN (2171®10A y I rW 3K° a I z V ILA 0z � . I I — w m �--- 4 I PROPOSED FAMILYflOOM - (.sEescrnon rtra I I _ con Z Z ` sDwDro MIDQI D O v/moon eivaoExl j x UJ' ^ Z �/�� O V ! YA1 e� O L IX.BEDROOM No.2 EXISTING HALL EXISTING `•J BATH EXISTING KITCHEN EXISTING DECK - V w L L L IX.BEDROOM No.4 EX,BEDROOM No.3 EXISTING -- - - DRAWN BY: MH MASTER BEDROOM EXISTING EXISTING LIVING ROOM BATH 1/13/2022 DEF,��0 SCALE: SEE PLAN EXISTING C STOOP ip W PROPOSED FLOOR PLAN 2��a "o ' ` �oti � SHEET NO: si Final Deat copyents ESS NPR SCALE: 1/8" = V-0" BA File# ZBA F91e� '?• Date: A-2 (3) 1-3/4X16 ML RIDGE AA H 12 oesi n Services vmw— — — — 5 one: designservices.com phone: 2X6 @ 16"OC - - (631)298-2250 — — — — — email: 6l C, michael@mchdesignservioes.com �@1 2Xa� Z v � O z a o Ln oHz 3/4"SUBFLOOR 2X10 DF#2 FJ @16"OC 0 E-+ �6 2X6 ACQ SILL PLATE 6 TERMITE SHIELD 6 •� SILL SEAL e: m: o , o . a; o• a 4b DRAWN BY: MH 00 8 PC WALL ; o DAPPROOF a.a q.® 1 OF NEIV r 1/13/2022 1 � . �PF, �. DE���O�'� . ® ma`s � • � SCALE: SEE PLAN o;. 4" CONC. SLAB o - o o FQ 20, o a 16 rrX8" FTG AR°FESS NPR SHEET NO: (2)#4 REBAR [_Da ldg Dept copy from Z—A A CROSS S E CT I O N.-A inal r e iewe 6d ents ZBA 3 4 SCALE: 3/8"= 1'-0" ta: ' yZ A 3 W NOTE THIS DRAWING IS BASED ON PERMIT SET DRAWN AND STAMPED BY MICHAEL HAND,RA.ZEN DESIGN DRAWINGS ARE ONLY TO CERTIFY THE REVISED FRAMING DETAILS OF THE PROPOSED ADDITION FOUND ZEN DESIGN ON PAGE A-5 OF THE DRAWINGS ON 1250 EVERGREEN DRIVE FILE FOR BUILDING PERMIT#48159. CUTCHOGUE,NY 11935 PHONE:631513.6589 2x10 RIDGE �!: 5 �r ' �5 p Tabnma b g�`ai mM nd Smo Copyright Act,17 U9.0.as amended December 19M and lo—m as Architectural Want Copyright Prorealon Act of 19M the 2x4 COLLAR TIES @ 16"O.C. in r• protection Includes but is not Umhetl tt the orerop form aswen -,➢y`/(�/J as the aU d.,, h and compasUlond Spaces aMelements of , -•Ck design.home wareproted. unauMMuui useof-plans, /� work or home roprasanta4 can Icgalyresult in the assaUon a 2x8 RAFTERS @ 16"O.V. ((`tX I construction or bat141ngs bang aNmd and/ormonatary compcnwdion to ZEN DESIGN I.I.C. j NO. ISSUE DATE 2x6 STUDS @ 16"O.C. #AFFW801 01 PERMIT SET REVISIONS 11.25.22 ANDERSEN 400 SERIES (2)2x10 HEADER ABOVE-TYP.OF c ALL HEADERS IN ADDITION 00 gSRED ARC 0�5 fib E.NIC/y <v 0 c" 4"SUBFLOOR G� NO A - - 2x10 FLOOR JOISTS @ 16"O.C. - - .�� � 1 1D - - - ��- ` ` Yf• Z - - _ rc� 2x6 ACQ SILL PLATE TERMITE SHIELD&SILL SEALER - `r�T�o4442v -0Q'� OF NE 1i49H it{17(Cif 6!t1His!!PIf U81P.Ittfeld➢Jtlt9➢id➢f91 flpld F➢llPiflt➢!1[NtISi1111i➢FIII'itlrYlSt➢Iil IHt 8" POURED CONCRETE FOUNDATION 60 CARAVANOS W/DAMP PROOFING PER CODE. RESIDENCE 3575 STARS ROAD 4" POURED CONCRETE SLAB EAST MARION,N•11939 SCALE: 1J4'm 1r-0' 16"x8" FOOTING W/(2)#4 REBAR DATE: 1125.22 DRAWN BY: ZE.N. SECTION 1 p E c E wE NOV 2 8 2022 0f SK.1 { SCTM 1000-022-2-24 Y DESCRIPTION: AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 20,400 SF 0.468 AC. ESTIMATED AREA OF 2000 SF - A GROUND DISTURBANCE: P R VED AS rst)T D DATE: B.P.#_ 05 FEE: --49= EXISTING HOUSE: 1128.5 SF 8.5 % NOTIFY BUILDIi; PARTMENT AT EXISTING DECK: 394.7 SF I.S q 765-1802 8 AM PM FOR THE - - FOLLOWING INSPEC T I,))I S: 1. FOUNDATION - TWO REOU!RED FOR POURED CONCRETE 2. ROUGH • FRAM;,,;a & PLUtgBiNG PROPOSED ADDITION: 372.0 SF- L8 q. 115 CY 25 CY 3. INSULATION 4. FINAL - CONC'T1'!" T;^N MUST BE COMPLETE 0. PROPOSED DRYWELLS: 8'dfa, 2'deep - 5 CY 2 CY ALL CONSTRUCTI&� SHALL. MEET THE REQUIREMENT S OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR -^ DESIGN OR CONSTRUCTION ERRORS. TOTAL: 24S5.2 SF 12.2 9- 120 CY 21 CY MEETS 4 BOUNDS BY: RODERICK VAN TUYL. PC SURVEY DATE: 10/IS/IS81 COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUiR D AND CONDITIONS OF STORM WATER MANAGEMENT DETAILS f/ SOUTHOLD TO'NN ZBA NEW ROOF AREA:488.6S0.FT. N.T.S. pAD W AT 100%WATER RUNOFF:82 CU.FT. N 11O23J30JI 170 . 0 ' PROVIDE(1)8'DIA.X 2'DEEP DRYWELL DRYWELLS CAPACITY:84.5 CU.FT. OGEE GUTTER-STANDARD 5" NOTES: 13 .EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PROARATION: OCCUPANCY OR 2). A).CLE/jBt SURFACE THOROUGHLY PRIOR TOINSTALLATION. E FOR USE IS UNLAWFUL / ACHIEVING PREPARE RESULSFSING O THE ESUBSTRTEUNDERTHEPROJECTCOMMENDED BY THE ONDI • ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. LIMITS OF CLEARING(SILT FENCE) O Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. WITHOUT CERTIFICAT. 0 - - - _ 3.INSTALLATION: �,p � � � N A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAVWINGS, C) OF OCCUPANCY I r--: I _ 1).GUTTER TO BE PITt HED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN, 0 rn 2).SHEET METAL 301'.4 LENGTHS WITH WATERTIGHT JOINTS. a).COPPER j LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND / \ ACCESSORIES. TOP SOIL B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT LOCATION CONNECTORS. 8'X2' I I \ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL �..� I DRYWELL I CONNECTION WATERTIGHT. SOMME" ^ O 1 DRYWELLS TO BE 10' MIN. 4).PROTECTION: H AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. f� ' u B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL RETAIN STORM WATER RUNOFF z / \ w OO G COMPLETION, 0 PURSUANT TO CHAPTER 236 Cf o C C W W OF THE TOWN CODE, a Z w 15.5' u �j ^ O 10 ELECTRICAL CONCRETE CON—CRETE I Ln I Z --CTION REUIF112D WASHOUT CM = I /ADDITION Ei / 35.6' 0 En s.8' DO NOT PROCEED WITH 43.0' 0 FRAlL71�;a UNTILSURVEY OF FOUNDATION,LOCATIJN EXISTING 1`A3 SE "J APPROVED. DECK Y EXISTING 1 STORY HOUSE Movrer door W w and ducri,.rorlc testing required. 1 0 EXISTING 0 STOOP m Must provide Manuals QD D,J and Sasper m � NYS Energy Code EX. GRAVEL (Y� 0M DRIVEWAY SITE PLAN w O�M/� SCALE: 1" = 10'-0" �J All exterior lightingro m installed,replace(] or o repaired shall conform m to Chapter 172 y of the Town Code IIIJJJ BUILDING DEPT CONSTRUCTION TOWN OFSO:JTI-IOLD DRAWN BY: MH ENTRANCE 11/14/2021 _ S 11 2313011 E 170 . 0 ' �; ✓�;;;VET✓ SCALE: SEE PLAN Y 0 LLJ SHEET NO: STARS ROAD S 16. ti t ........... El 0 Ll PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" Ion-no ' �-- w C� Wok ® Oro � � H w PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" � U ool DRAWN BY: MH 11/14/2021 SCALE: SEE PLAN ✓ SHEET NO: PROPOSED SOUTH ELEVATION r SCALE: 1/4" = 1'-0" a- cr .sue l ) a. G z 8"THICK CONCRETE 0 I- WINDOW WELL o z HORIZONTAL PROJECTION(le DECK) O #5 REBAR v @12"OC z w J V c K o z REMOVABLE STEEL GRATE 4"min 3'-0"min. 0 LADDER RUNGS • min.3" .4111—#5 REBAR 0•• PROJECTION @12"OC z 44"max *ADJUST FOR LARGER WINDOWS a (OR LADDER EGRESS WINDOW i a o a p. a • o - a p. a n - (WINDOW SHALL BE ABLE TO Z 0•• (PER CODE) - , 4 ------'------------------------'-------- � • e OPEN FULLY) o o N 8"PC WALL,DAMPPROOF N 1 16"X8"FTG W/(2)#4 BARS °.• DRAIN MIN.3'BELOW GRADE ] D WINDOW WELLS TO BE COVERED WITH STEEL GRATE. n COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. min.6"DEEP GRAVEL 0. d p WINDOW WELL DETAIL BOTTOM OF SILL EGRESS WINDOWS SHALL BE NO ADS DRAIN PIPE i i D MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. i 0 i i e• 44"max. NTS LADDER OR STEPS SHALL BE INSTALLED FOR ° WELLS DEEPER 0•° THAN 44 INCHES AND SHALL PROJECT NO MORE THAN 6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF e' ALTERNATIVE: NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT O•• ' • G d o BILCO SCAPEWELL OF WELL. ° WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF ' 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER 'A .• A' OPENINGS AS REQUIRED. 2X10 DF#2 FJ @16"OC o TOP OF FINISHED FLOOR o N ° TO MATCH EXISTING(VIF) ;T a 3 PROPOSED ADDITION 6' 4"CONC.SLAB 81 -911 EXISTING CRAWL SPACE Q I ' � o � #4 REBAR #4 REBAR @12"OC @12"OCACCESS I Q O p� w � z I ' H l� tr> Ln cn Q H - - - - - - - ---o - - - - - - - -e-- - - - - - - - --e- - - - - - - - .o-- - - - - - - - .• U. EXISTING BASEMENT EXISTING BASEMENT I I I O U I I ' i i 1 I I ' I ' I I I PROPOSED FOUNDATION PLAN °F NE`"y DRAWN BY: MH c.) ). DEER O,Q� SCALE: 1/4 - 1 -011 1�1- A s� 8/5/2022 o' SCALE: SEE PLAN FEss+ SHEET NO: 151-611 71-911 119 T-911 CTN30 7 TW30410 TW30410 TW30410 F2(2)2X8 HDR 1 (2)7-1/4 ML HDR (2)2X8 HDR i 'tBY 11 3 2" z � � 1 I N K d N 0 o I O 00 N I I N N I N 1 I I I A I I A 1 2X6 CJ Cc@16"OC 1 v I 0 1 I m o N I PROPOSED I ;� N FAMILY ROOM 9'-8"FLAT CEILING I ------- rn (SEE SECTION A-A) � I I I I w Lr 1 1 o U 61-511 2X6 STUD WALL I 8-911 8'-0"(MATCH EXIST, z 1/2"SHEATHING SIDING TO MATCH E ISTING = ^� w/VAPOR BARRIER I I x N a .. O —I (2)1-3/4X11-1/4 ML - - - _ D _ _ _ = C� w O 9 w EX. BEDROOM No. 2 ,E�n Z EXISTING HALL EXISTINGo H O BATH EXISTING KITCHEN EXISTING DECK ' 1 z ll� M � 1 I I I I IEn I I 1 I I I I I I I I I I 1 I I 1 I I I I I 1 I I 1 I I I I I I I I I I w I I I I 1 I I I I O I I I I 1 I I I I EX. BEDROOM No. 4 I 1 1 1 1 I I EX. BEDROOM No. 3 ^, U -------------- EXISTING EXISTING LIVING ROOM ---- MASTER BEDROOM EXISTING BATH EXISTING STOOP PROPOSED FLOOR PLAN -----_-_-_-_ SCALE: 114" = 1'-0" DRAWN BY: MH 11/14/2021 SCALE: SEE PLAN SHEET NO: 0 r t O � 2X8 DF#2 RR @16"OC 12 � Y I � Y 1 � 1 I 1 Y I � 1 I •------------------------------------------- ' 1 2X8DF#2RR@16"OC ' ' ----- ------------- -------------------- i ------------------------------------------ ----- ______ ___________ I -------------------� -I' ----+1 I•--------------__________ + 1 A P4 1 1 ' •--------------------- a o O, -------------------- W z V) P4 ' ` -------------------+ •-------------------------------------+ •--------------, , --------------------------------------- U 1 ; i t , --------------a I 1 1 � 1 1 ' 1 ; , 1 ± ` , ` I I 1 1 1 1 1 1 1 II 11 II 11 ' ------------------------------------- --------------' --------------------------------------------------------------- ' PROPOSED ROOF PLAN SCALE: 1/4" = 1'-0" DRAWN BY: MH 11/14/2021 SCALE: SEE PLAN SHEET NO: r" Q �I nf, r , ltf Lli trQA 0 2" 2„ 2" O O O O 2" O O O O 2" ® ® ® ® ® „ z FASTENER TYPE: SPACING: No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC 2in.EMBEDMENT LENGTH No.10 WOOD-SCREWS Q Q BASED ANCHOR WITH 16"OC 2in.EMBEDMENT LENGTH 1/41n.dia.LAGSCREW BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH 0 OO 3/4"APA PLYWOOD SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATNIVE:7/16"O.S.B.) ® ® ®® 0 0 (3) 1-3/4X16 1/2"APA RATED SHEATHING GRADE PLYWOOD ® OML(ALTERNATIVIVE:7/16"O.S.B.) RIDGE cc cc 12 0 0 FASTENER TYPE: SPACING: 2X4 DF#2 No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC WINDOW SILL 21n.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS 2X6 @ 16"OC BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH THAN 4 FEET 1/41n.dia.LAGSCREW Q �, BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH �Z7 TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE FLYWOODASSEMBLIES FASTENER TYPE: SPACING: 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD SCREW THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH EMBEDMENT LENGTH 8"OC AND NUTS @ 2'-0"O.C. No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"oC 21n.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET 1/4in, LAGSCREW AND EQUAL OR SMALLER BASEDdANCHOR WITH 16°oc THAN 8 FEET 21n,EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL Z AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16., _ 0 \ J r AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO Lr) 00 COWER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL I 00 CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. [� HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ® � Q O � O (� W Generated by REScheck-Web Software w 3/4" SUBFLOOR _ Z Compliance Certificate2X10 DF#2 FJ @16"OC Z a 0 0 4 4 LLJ Z P4 J � Project Caravano's Residence °. 2X6 ACQ SILL PLATE °. � �`� 'TERMITE SHIELD Energy Code: 2018 IECC SILL SEAL '� r [� Location: Southold a , New York `b O M Construction Type: Single-family `a a th w Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: 4 4 8" PC WALL o '° °O Construction Site: Owner/Agent: Designer/Contractor: DAPPROOF 3575 Stars Road v v East Marion, NY o a o ` v `v - Compliance: 2.1% Better Than Code Maximum UA: 94 Your UA: 92 Maximum SHGC: 0.40 Your SHGC: 0.32 4• 4" CONIC. SLAB D The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. 14: It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. d d • p • • d • d • p • • d • d • p • • d d• • • D n _ Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade o ' v assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 16"X8" FTG Envelope Assemblies (2) #4 REBAR : . i ; � �f . . A CROSS SECTION A ..� . _ _ __.:_,_ __ - __._ -___•.�..--..._•__ . - . ,W....�..�...�._._.....x.�...._...�,.. - _�..�.�.�,...._......��.. _ - _.�,..,....�___...�.-_�.__....__ _�.; ���2 1�-SCALE: _ 0n Ceiling: Cathedral Ceiling 372 21.0 0.0 0.048 0.026 18 10 3 6 1 — Wall: Wood Frame, 16" o.c. 532 19.0 0.0 0.060 0.060 24 24 Door: Glass Door (over 50% glazing) 21 0.300 0.320 6 7 SHGC: 0.24 Window: Wood Frame 105 0.290 0.320 30 34 SHGC: 0.33 Window 1: Wood Frame 6 0.270 0.320 2 2 SHGC: 0.35 Floor: All-Wood joist/Truss 372 30.0 0.0 0.033 0.047 12 17 Compliance Statement: The proposed building design described-here is consistent with the building plans, specifications, and other DRAWN BY: MH calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 11/14/2021 Name -Title signature Date SCALE: SEE PLAN �0 SHEET NO: e wf �c 07 jrr . ::. Project Title: Caravano's Residence Report date: 11/14/21 ARC' -SSJ0 Data filename: Page 1 of 1 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS IN ° RAFTER WALL STUD ENDWALL CRIPPLE STUD o , BOTTOM PLATE o RIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDE=WALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBER1 DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC WALL STUD Illo- THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP—SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN I I VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE ' - - - - FINISH WALL AND MOISTURE BLOCKING ' `�` 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. ��. SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH l CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL INSTALL 4'0' O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x3O" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS AC TION ' 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND / ��„ 0 INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,� � ' 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL / ROOFING LAPS BASE �..� ' FLASHING 4 INCHES O , Q BASE FLASHING WRAPS CORNERS RAFTER \ RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING V J / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING O SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST —► TOP PLATE GIRDER/HEADER SIDE WALL FLASHING ® O O 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST I--i AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS /1 AS TO FORM DRAINAGE CHANNELS AND rLn INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION c 4" •- 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH O ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1 4"x48" 16 go. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS / g PLATE WALL SPTH4 STUD PLATE ANCHOR CONNECT CVER OF ROOF CIO ON ALL OPENINGS / PLATES TO EACH STUD w O DBL. SILL PLATE O ^l TERMITE SHIELD I (� SILL GASKET ` �— JOISTS r � NE CIO TYP. CONC. FOUNDATION ^ \ CONC. SLAB GASKET �,�� 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY . - V} I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR V GRANULAR FILL �, 1/2 " DIA. BOLTS @ 48" o.c. STAG. ° V STEEL COLUMN _ p ' ' p �r n CONC. SLAB ° 4 4 ^'p D t,'• a \ i ROOF JACK \� � STEEL BEAM ANCHOR BOLT EMBEDMENT: // I I ' ``� db tb /4" x 8" STEEL" x 1 COMPACT FILL ° POURED CONCRETE: 7" 4 p V i I i h D r BLOCK WALL: 15" I ROOFING LAPS TOP AND BOTTOM PLATE V ° ° d ° p FLASHING AT . ' WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING c e �,p < p CONC. FTG. p Q`p G u' SIDES AND TOP ° ; 4 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT o (USP LBPS58 OR BP583) I I 3" STEEL COLUMN ,L � o i `� o°. • � � FOUNDATION 5/8" DIA. ANCHOR BOLT I p � REINFORCING BAR ANCHOR BOLT CONNECTION I I DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL I r SUB FLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE I JOIST COMPACT FILL ' DOOR USE 2X8 STEEL BEAM FOR B LOC KOUT 4" SLAB P.T. PLATE W/ 6X6 WMM I I SLOPE � 1/2" AIR S ACE 0 • <► , p• 4"DRIVEWAY ---� NOTCH JOIST AND ADJUST HEIGHT DRAWN BY: MH < 7 1 2P (WITH A NAILING PLATE IF NEEDED) • 11 AT END AND g• " •,p ° ° p ° :• °° , TO BE APROX. 1/2" OR HIGHER THAN �, y;;p ES OF WOOD D�0 D D. o ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE • � =--n------<<-----' Q Q Q �• BEAMS - I I p Q ° a o '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 11/14/2021 Q - Q - D Tf= I =I EITI=I I 1 6X6 W.W.M. „e - • • D 'p II= MIN. d .o'D ` e D �'s n�'p n ^'� . ° _NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -I�I p p I ° e ^ ID III�� r SUBFLOOR _ SCALE: SEE PLAN I I—�I d NOTCH EQUALS 1 4 DEPTH OF BEAM I I I- 1 q REINFORCING BAR . D REINFORCING BAR c , / I�W °D 4°,°' ID ° OIST DRAIN TILE - 1_ 2" ° e° SHEET METAL / 30# FELT UNDER BEAM AT POINT illl ° a �- A a, ° �, ° I1 P STEEL BEAM OF CONTACT WITH CONCRETE OR CONC, BLOCK -m-m-ITI_T-c' I f-1Te=�1" ' e PLATE (BOLTED TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. c^ dA 3 SHIMS TO LEVEL BEAM �` A SHEET NO: REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM jFP ' I)r GARAGE DOOR BLOCKOUTcr BEAM POCKET O w V WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: ,GE ',NERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION Q-nr SPACING NOTES in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. BUILDING HEIGHT (SEE PLANS) ,CONSTRUCTION NOTES: RAFTER TO 8'WALL: 3-8d COMMON EACH TOP PLATE 10,WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE intent and framing details. They are intended as a construction aid not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ) 2020 1RC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS DESIGN LIVE LOAD(PSF) R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL DESIGN DEAD LOAD(PSF) R301 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 01.7 UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR (LIGHT FRAME)WOOD WALLSALLS 15 RAFTERS GREATER THAN 3:12 PITCH U18180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR (LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: 30 INTERIOR (LIGHT FRAME)WOOD WALLS 10 meets current federal, state, count and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR (LIGHT FRAME) STEEL WALLS 5 FLOORS U360 y g EXTERIOR BALCONIES AND DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) U360 FIRE ESCAPES 40 CEILINGS (GYPSUM) U240 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE GUARDS AND HANDRAILS 200 CONCRETE WALLS (6"THICK) 85 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 accordance with table 3.3. TO RAFTER END NAIL GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS (PLASTER, STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END EXTERIOR WALLS(BRITTLE FINISHES 4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES So ) H/240 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt DESIGNED FOR EXPOSURE C specific use expressed or implied in the use of these plans. spacingis to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) PTOP PLATE 2 - 16d COMMO FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Typep STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. HEADER TO 16" O.C. FACE FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 16d COMMON SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE ll EXTERIOR SHEARWALL CONNECTIONS:FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Z 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE 17 NONE - o 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE U concrete or masonry walls occuring in exterior or unheated interior areas. SILL TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL 8). CONNECTIONSAROUNDEXTERIORWALLOPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrEel�walls being attached to existing concrete structure shall 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #51 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD NOTES F+y 3.5. BLOCKING EACH TOE ^� 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 6" O.C. SEE NOTES: 1,3 A C) poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS � H Q BLOCKING TO: EACH TOE ) to be minimum 3-1,/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMO INTERIOR ZONE 8d COMMON @ 6 O.C.OSd COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD Y ) anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL O 6 maximum lifts (layers).. p p g along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O. . 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one . attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL 8x16 cast iron foundation vent for"every 150 sq. ft. of area. JOIST ON LEDGER gdCOMMON PER TOE NOTES DECK AND COVERED PORCH NOTES: 3 _ 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL ^ N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below grade portion of exterior walls prior to backfllling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAIL a O Cl) O _ g p , . p 1). For roof sheathing within 4 feet of the perimeter edge of the roof, Including 4 feet on each side of the roof peak, '< BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. w �--I Lr, 8). Wainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON � Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 � /1 � FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATH 1 N G: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. �/ 1 � For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and.methods as prescriptive design of current SBC High Wind NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION QTY. SPACING 3 Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. )' p g g g a below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise: noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: W Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. O NAIL SPACING NAIL SPACING AT INTERMEDIATE CEILING SHEATHING: SHEATHING LOCATION NOTES 5). Floors; walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD ^/ U otherwise. JOINT DESCRIPTION L. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. GYPSUM 7" O.C. EDGE I NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. SEE NOTE: 3 6). Concrete piers shall be a minimum 6 above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION QN SPACING NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC PLUMBING NOTES be used. anchors where applicable to all connecting joists. „ 7/16 OSB 3 O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6d COMMON 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS WALLBOARD 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. " on plans. 10 O.0 . FIELD 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: p g g other access openings unless otherwise noted (typical). NAIL NAIL 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMON b" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 1" OR LESS 12" O.C. FIELD 9). Provide blocking/bridging in floor joists at 8 0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES MIN7 SQ. FT S 2 FLOOR)AFF D. under all bearingWaI15. NOTES• NYS Residential Code R302.11 -FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor �� equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2 thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet. Batts or blankets of mineral gor gglass fiber shall be allowed as flreblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: g parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing ' �� 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, DRAWN BY: MH Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher TO VERIFY EXISTING SOIL CONDITION 12). Unless otherwise noted use 3/4" S PRIOR TO FILL. drop ceilings thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILLS NEEDED. and cove ceilings adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRI CAL NOTES: members shall be doubled, or alternate connectors, 3). In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 11/14/2021 over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. such a5 shear plates, shall be used t0 maintain load path. DENSITY PER ASTM D 698 AND ASTM D 1557 . 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( ) COMPACT THE SOIL AT 12"LIFTS (TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceilingand floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. P g 2). When wall sheathing is continuous over connected SCALE. SEE PLAN ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the Fireblocking of chimneys and fireplaces,as required by current N.Y.S. Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 t'`�`� Y SHEET NO: + torch down type material over. /` and R315 of IRC. f o, �; tho 16). All sill plates end wood in contact with concrete to be pressure treated. Sill lates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G c> ti "° La p P P be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO U MCA o� COVER TOP ROTES ��