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HomeMy WebLinkAbout44952-Z �o�OS�FFO1K�pGy Town of Southold 8/28/2021 P.O.Box 1179 0 �o� _ 53095 Main Rd ,'§� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42306 Date: 8/28/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1500 Willow Terrace Ln., Orient SCTM#: 473889 Sec/Block/Lot: 26.-2-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/26/2020 pursuant to which Building Permit No. 44952 dated 7/7/2020 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: additions and alterations, including covered porch, decks and outdoor shower stall,to existing single family dwelling as applied for. The certificate is issued to Maas,Elaine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44952 7/15/2021 PLUMBERS CERTIFICATION DATED 7/19/2021 BRd Piecuch 0rz ignature �o�SUfFDI/( TOWN OF SOUTHOLD uy t BUILDING DEPARTMENT H z TOWN CLERK'S OFFICE 10- 4?• o�4� SOUTHOLD, NY gal 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#: 44952 Date: 7/7/2020 Permission is hereby granted to: Maas, Elaine 1 Smith Ln Stony Brook, NY 11790 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 1500 Willow Terrace Ln., Orient SCTM # 473889 Sec/Block/Lot# 26.-2-26 Pursuant to application dated 6/26/2020 and approved by the Building Inspector. To expire on 1/6/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $588.00 CO-ADDITION TO DWELLING $50.00 T t $638.00 Building Inspector OU��®l . Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(a)-ttown. Southold,NY 11971-0959 y'us COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Elaine Maas Address: 1500 Willow Terrace Ln city:Orient st: NY zip: 11957 Building Permit* 44952 Section- 26 Block- 2 Lot. 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Owen's Electric Inc License No: 3372ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 45 Ceiling Fixtures 18 Bath Exhaust Fan 2 Service 3 ph Hot Water Oil GFCI Recpt 6 Wall Fixtures 18 Smoke Detectors 5 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 16 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceding Fan 3 Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 4Q 4'LED Exit Fixtures Pump Other Equipment: Hood, Gas Oven, DW, Floor Heat Notes- Whole House Renovation Inspector Signature: Date: July 15, 2021 S.Devlin-Cert Electrical Compliance Form '.O��pF$0(fTyolO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q Southold,NY 11971-0959 Cou�m,`,�a BUILDING DEPARTMENT TOWN OF SOUTHOLD a J U L 1 9 2021 1 WELDING DEFT. CERTIFICATION TOTNWOFSOI7 OI,D� i Date: r Building Permit No. q y 5 Z 4 Owner: to q C (Please print) Plumber: 8rad PI'e cuch (Please print) I I certify that the solder used in the water supply system contains less than 2/10 of 1% j lead. I (Plurnh6fi Signature) Sworn to before me this 1�] day of SLAV 20_2j_ SUSAN A.RIZZO Notary Public,State of New York �CNo.01 R16183459 Notary Public, County pualified in Suffolk County Commission Expires March 17,2 0PT, l IIA 8c) -2-65 7Zm Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2: Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board:of Fire Underwriters. 4. Sworn statement from plumber certifying that;the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent.to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees L. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. 6 26 New Construction: Old or Pre-existing Building: X (check one) Location of Property: �6�nQ (.� I. (7"C�_e- House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 26 Block 2 Lot 24 Subdivision 1 Filed Map. Lot. Permit No. � r Date of Permit. Applicant:f!52mu�:, 7--16,,--)Ln j 6J:5 Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ' App ' nt �gnature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, e) Mo-a5 residing at ��M Il V� La- �ny BAD du (Print property owner's name) (Mailing Address) Al J G 1 do hereby authorize Nfomcq zte�fnarl (Agent) to apply on my behalf to the' Southold Building Department. (Owner's Signature) (bate) � IQ I aas (Print Owner's Name) # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH)- [ ] ELECTRICAL (FINAL)- [ ] CODE VIOLATION [ ] PRE C/O REMARKS: `7 ' l _ 3 DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouxn, ' 765-1802 INSPECPON [ ] 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: /0"\ ^ r - - n. 141M b lar, ��,rtssv a 1 ) n, A o F DATE INSPECTOR �o�aOF SOGTyO� L4` - I # # TOWN 'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] lNSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]" FIREPLACE & CHIMNEY j [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ " ] FIRE RESISTANT PENETRATION- ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:, --CjZ< DATE 2 INSPECTOR ,qq�� _-- ��� O� # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycou765-1802 ry l NSPECTION [ ] FOUNDATION 1ST [/- INSULATION/CAULKING. OUGH PL13G. FOUNDATION 2ND - [ [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �A F , DATE 3 INSPECTOR 0 . 610- OF SOGTHp� L4 Ll g 52, 1 52C>0 Nid l Lt,0 V __rlr A,,S # # TOWN OF 'SOUTHOLD-BUILDING DEPT. `ycournv a 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: W140-L&- 09 8 v X�q CA wsf�_ c, A kj-c A, L a 1s - 2 ► _ DATE INSPECTOR I� ��o��OE SOblyOlo * # TOWN OF SOUTHOLD BUILDING DEPT. couff 765-1802 . . - INSPECTION [ ] FOUNDATION 1 ST [Y] RO H PLBG. FOUNDATION 2ND [ ULATION/CAULKING FRAMING /STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: co f� VhtiCi4 P. t DATE INSPECTOR C�2\ Ls- w 111 it $7 I d+� Lug ���- Geo-- l \9�\§ \ . \�»\ d \�\ » »\« a y� �-. � » > »� e��_%K�� � . �. . � . ^ . .��\^� ~ � � � ����\\^w. � �/ ' �2«x% �w � � � � . > ��\: y�. . . ` ���\< : . / «\ . �° ���,��.� s Ki gyps i MOM M � ?i Ylot �3w '177 Mg ^50. � �! R �.•' M r: �a 1�Mt . t s y 1 41 i L w s � E P A kAA "�P4y rbc " Y" �........... $ S G a• 1 h '< - r' z;= �s of € *0A 4m d.Yy. AL { �h w, e' a a fi. La " ry � 2 ���.,, "+vim ��•3.4 � AT� W � • i � e. s _ . tl Ipu ..,. t �tl 'tl i II !i y p�I � � 31'6>1i181�YV Ilii�iYiii lWly�Y I1Vyi�i�II�IVi Ii�� ��a,, S J � �ti i T1 Gam• a,+PT A 4 ia�, +, .. T e� b c � ,•�rn rhe fGx. �3 4g E UT tv Y fi H V1 1 � s a I cU O r�, 44 qr � l a t .a. yfis w ro � � x �n�S Sig ti 1 f L e rt � i R 4 S � J � u s 5' Ma�S x"06 F3� 449 .52 y z� t4, .............. -� - .• r +r� � 8 .efjy�ie*. f '�i+_� 'ate �.� •9 �^'' w" 4¢w� � y.. ...y�,� 5 k +s•� �yam"'#-R M1` w#.: i 4exw.+M � 1�, �'�,C��'} ys M ✓"+ I�� � oq, atv 1N��T �� �� • AAS X06 44 `I 5 2, t T a�, % vt �q 9� 1€1 `(�l�ss va6 �z 5 E �d a 3 Al is fiyll t 1 a g oil" r i :a ark * e �- b` f ri •, yy � Y own Al too t � { y ✓ .. Wy AM y / 4 F - UI fiB,• 4am, 9' q {. 1 ' M -?wa4'.°-' - :, �y•'.z icy � �; � Ll � �(�G� --- j4 NO L FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) [ -------------------------------- FOUNDATION ------------------------------FOUNDATION(2ND) mewz t OV MwLA"Ar. ROUGH FRAMING& 0--, PLUMBINGI 'don Aw `3 , w► INSULATION PER N.Y. ' H , STATE ENERGY CODE FINAL hYAW AD ITI NAL COMMENTS 0 Z' a r f z - 0-7 ''Z /+22. r 2'2,1 �cl +yunkm 1% � z e H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 I/ S Survey Southoldtownny.gov PERMIT NO. `� Check Septic Form v N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 s- _ :j`��• =� `' Single&Separate Truss Identification Form JUDY 2 6 2020 �\ Storm-Water Assessment Form 1 _ Contact: `,`_t . h Approved 120 Mail to: Disapproved a/c ,J rn(kj�f2j7 Phone:_6a—72�4-4 45 Expiration ,20 ia — Bu' g Inspector APPLICATION FOR BUILDING PERMIT Date 12020 , 202a INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. 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, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,hou 'ng code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. igna,ter 61-applicant or name,if a corporation) J � (Mailing address of applican) State whet er app licant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises E1&1*r)&_, (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's LiR5nF�T=9.r,L,i�A. j h e 43 I tc t,F08t�t Zsii� 1. Location ofz�d�I--P pzoposed work will be done: Drl House Number Street Hamlet County Tax Map No. 1000 Section 24, Block 2 Lot 2� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: ` a. Existing use and occupancy b. Intended use and occupancyI}')� 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4215?,no CD Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number,of dwelling units on each floor ng If garage, number of cars h� 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ha. 7. Dimensions of existing structures, if any: Front ' Rear 7/` Depth Height /q'-� `' Number of Stories oE Dimensions of same structure with alterations or additions: Front 71' Rear �/ r Depth 30,, �5 1 Height /q '- � Number of Stories ( 8. Dimensions of entire new construction: Front Rear — Depth Height Number of Stories 9. Size of lot: Front__Lad Rear / 2` Depth 10. Date of Purchase D (] Name of Former Owner LL 11. Zone or use district in which premises are situated 9-4� 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NOS_ 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises 211 aa<, Address >�'�J7�7�� 1�11�5� �Ph��No. Name of Architect�u l jk k1 t 5 -/�,a-, Address�'2c�Lonc,- Phone No 63/--Z3 -,/,Jb s Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESXNO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. ,bf� 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOS_ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFy�✓1=F�,l ) /tel being duly sworn;deposes and says that(s)he is the applicant (Name d individual signing contract)above named, (S)He is the Ar1-- 1:�: (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. LAUREN M.MCKI39ICK Public,State of New** No.01MC6342308 Sworn to before me this allfied In Suffolk County day of J-wltle_ 20—Z-0 sslon Expires May 23120 1 Notary Public � ignature of Applicant 1 i tT' a ar:;`�' -=^'•—.--- _ C;r� 'b* �-�a?�+ !i��,el`ie 'a•..�'C i fFad A�... }�y''oq _�a..; .p.s^tea .06 ,:��""uy.,, � n L°e "'� � �=ph, ,%� r.. •K'+,.r L: -� ,ve ��" r BOARD OF SOUTHOLD TOWN TRUSTEESa, SOU_THOLD,NEW YORK :- ' PERMIT NO.9568 DATE: OCTOBER 16,2019 ISSUED TO: ELAINE DeMARTINO MAAS ' PROPERTY ADDRESS: 1500 WILLOW TERRACE LANE,ORIENT SCTM# 1000-26-2-26 AUTHORIZATION sari a Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in - •:' '�-- `,%r� accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 16, 2019, and c � in consideration of application fee in the sum of$250.00 paid by Elaine DeMartino Maas and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits = the following: 4Q Wetland Permit to remove existing 294sq.ft. and 62sq.ft. elevated decks with steps and fence, and construct new 97sq.ft raised masonry terrace with steps onto new 664 at- grade masonry terrace; construct 129sq.ft. covered porch addition with 31x7' steps onto % r 3= existing 99s ft. frontporch; renovate exterior of existing 2 016s ft. one-story dwellingq' with new windows, doors, siding, and roofing; install drainage system of leaders, gutters, and drYwells; and to perpetually maintain the 15' wide naturally vegetated ° non-turf buffer along the landward edge of the existing bulkhead; all as depicted on the 2 ;.,-- site plan prepared by Samuels & Steelman Architects, dated July 31,2019; and : , I stamped approved on October 16,2019. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, '` and these presents to be subscribed by-a majority of the said Board as of the 16th day of October,2019. Ar rig Z ` IR I'LL b/(;mCfiFJ'�&�202'f�$fZtC`�k�`a.2AP�i11+.f�Vf i�wbiNi58t�'W3vJ 24S1.`tiCr1 rL..133tLit`.fdtZiL..44F.Rix1CtPSJ d�wL"efiea>tiiS72`il',Yt8tii1:3'.iu.>91`.?7i7Y+.ir£+ti„�.k:(t'SPtiSi3NL.YICcx`+l.%ilhYiiRfhY.3;div,'i5n$1.7�$Tts�ili7iuS,Y'i'diih,G;��.7,,ui�'tt"Nd`ti"(FidR.a'Mi2iVrY,tAJ�,1,�kni61aa133Ta�'Y((t!�`RtYJS3YY��� � . tiG'.7 '•Q9°••' 7�,' i� oo� _ 1tiy n -dal .. `e`t Y 1 ��F'< �.Rr, ..i'. 'C,e,S d ,:Y' �'� ' �1� _Fa add 4 aan.- ':!." ° 9 4 ice„ e.��d .�r''.r +�y dAo:,°_'' '�` '496!,. aV:•.'_;j'. .,°,�i° .set ,a_,4A>>-- .s. �:�e +.e �ve,©e�'' - �tiee�?t-- � ��.«•- '4 �,ao:... - 3 Glenn Goldsmith,President � Town Hall Annex A.Nicholas Krupski,Vice President ,f„r.- 54375 Route 25 John M. Bredemeyer III , `:?.- f P.O.Box 1179 Southold,New York 11971 Micha 1 `` ` e J.Domino �s .e *; -"W. ` Telephone(631) 765-1892 Gre Williams �� . g .; '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 21, 2021 Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Attn: Nancy Steelman, R.A. RE: ELAINE DeMARTINO MAAS 1500 WILLOW TERRACE LANE, ORIENT SCTM#: 1000-26-2-26 Dear Ms. Steelman: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 20, 2021: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9568 to reconstruct existing 65sq.ft. deck, in lieu of originally proposed removal; construct 143sq. foot deck in lieu of constructing 97sq.ft. raised masonry terrace with steps onto new 664sq.ft. at grade masonry terrace; and as depicted on the site plan prepared by Samuels & Steelman Architects, last dated December 23, 2020 and stamped approved on January 20, 2021. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, � a Glenn Goldsmith President, Board of Trustees GG/dd Glenn Goldsmith,President �QF SO(�jy Town Hall Annex A.Nicholas Krupski,Vice President hQyv OHO 54375 Route 25 John M.Bredemeyer III Jx[ [ P.O.Box 1179 Southold,New York 11971 Michael J. Domino Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 COUNT`(,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1826C Date: June 25, 2021 THIS CERTIFIES that the removal of existing 294sq.ft.elevated decks with steps and fence reconstruct existing 65sq ft deck; construct'143sq ft deck-,construct 129sq ft covered porch addition with 3'x7' steps onto existing 99sq ft front porch,• renovate exterior of existing 2 016sq ft one storX dwelling with new windows,,doors siding and roofing,• install drainage system of leaders gutters and dgwells;and to perpetually maintain the 15'wide naturally vegetated non-turf buffer along the landward edge of the existing bulkhead; At 1500 Willow Terrace Lane,Orient Suffolk County Tax Map#1000-26-2-26 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 9,2019 pursuant to which Trustees Wetland Permit#9568 Dated October 16,2019 was issued and Amended on January 20,2021 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 removal of existing294sq.ft.elevated decks with steps and fence reconstruct existing 65sq ft deck,• construct 143sa ft deck,•construct 129sq_ft covered porch addition with 3'x7' steps onto existing 99sq.ft.front porch,•renovate exterior of existing 2,016sg.ft.,one-story dwelling with new windows,doors, siding and roofing; install drainage system of Ieaders,gutters,and dry-wells;and to perpetually maintain the 15'wide naturally vegetated non-turf buffer along the landward edge of the existing bulkhead. The certificate is issued to Elaine DeMartino Maas owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPq .JMENT OF ENVIRONMENTAL CC ,ERVATION Division of mvironn"tel Permits„Region 9 SUNY a Stony_Brook,50 Orde'Road;_Stony Brook,NY 11790 -- P,(631)-444-03651 F.(631)444-0360 vnvw dec,nygov LETTLR OF NO-JURISDICTION TI AL-WETLANDS ACT September 18, 2019 Elaine DeMartino Mass 1'Smith,Lane Stony Brook, NY 1790 Re: DEC ID#1-4738-04283/00004 DeMadinoWaas Property 1500 Willow Terrace-Lane Orient, NY 11957 SCTM-#1000-26=2-26 Greetings:, Based on the information you submitted, the Department of Environmental Conservation has determined that area of the above referenced property shown landward of the `Top of Embankment' that generally follows the`Edge of Existing Lawn' as shown on the site plan dated July 31,2019 prepared by Nancy L.Steelman is beyond Tidal Wetlands Act(Article 25)jurisdiction. This jurisdictional boundary is also'shown on the survey by Kenneth M.Woychuk last updated March 30,2019. Therefore, in accordance yvith the cuirent Tidal Wetlands Land Use Regulations(6NYCRR Part 661) no permit is required for project activity occurring landward of the jurisdictional boundary. Be advised, no construction, sed;mentation, or disturbance of any kind may take place seaward of the tidal wetland's jurisdictional boundary, as-indicated above, without a permit. It is your responsibility to ensure that all'precautions are taken'to prevent,any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hay,bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve yo of Zl�t� ibility of obtai g any necessary permits or approvals from other agencies,or local mu Ca Si rel ,n A. We istrator cc: En-Consultants `DEC-TW file myow Department of cnsmr Environmental Conservation 6 _ Scott A. Russell �0,°SUF k�G STOWWWA TE]K SUPERVISORN � 1��1[A\ISA\�G�]El� LENT SOUTHOLD TOWN HALL-P.O.Box 1179 1 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold Ol � d� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJ ECf INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ML C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Propernv Onmei,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date l_ Dr_tnct NAME 2 02��y r Section Block Lot FOR BUILDING DEPARTMENTUSE ONLY**** Contact-Information. ITrtrpnone�"mrrl c Reviewed By, — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Appioved for processing Budding Permit. "5®D odlOc,J Stoi mwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — 0KkA_f'_.`NY 1 1771 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000 suFrq CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) . _� z� Stormwater Managem, ent Control Flan CHECK LIST 26 NAy,1E Section Block Lot gS M C P -Plan Requirements• Piovide ONE copy of the Building Permit Application Ss PP„i1 Date. * The applicant must provide a Complete Explanation and/or Reason for not providing 4.31 7A l� — ZZ �!j �l�[ all information that has been Required by the following Checklists Telephone........ 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel YE NO NA If you need additional room for explanations, Please Provide additional Paper. show all of the following items: y p p a. Location& Description of Property Boundaries hi= b. Total Site Acreage. 0 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17((72) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. 00 f. Existing& Proposed Contours of the Site (Minimum z inteivais) g_ Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades&Finish-Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. F I 0® j. Location of proposed Soil Stockpile Area(s). 0 L. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. �0 2. Stormwater Management Control Plan must include Calculations showing that the stormwatei improvements are stied to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event 3. Details&Sectional Drawings for stoi mwatei practices are required for approval Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. 00 b. Construction Entrance&Site Access. c. Inlet Drainage Structures (eg catch basins,trench drains,etc) 00 d. Leaching Structures (e.q infiltration basins,swales,etc.) . t **** FOR ENGINEERING DEPARTMENT USE ONLY Additional Information is Required. I Reviewed& I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM 0 SWCP Check List -TOS MAY 2014 S'P�q J-­ v, Fp BUILDING DEPARTMENT-Electrical;rt E -ll TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road 06 BojA 17%.- 2021 C* Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (1631) 7q rogerr@southoldtownny.gov — seand uthol vawnnyag�WT.D so APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: I?i9012_z)7Q Company Name: 7 Name: License No.: email: Phone No: zV [__1I request an email copy of Certificate of Compliance U Address.: JOB SITE INFORMATION' (All Information Required) Name: Address: /5-00 tit LLow 0 Cross-Street: Phone'No:. .-131dg,Permit' Tax Map'District: 166 ction: Block: _-Lo a -Se t-, BRIEF DESC IPTION"OP WORK 'ease Print Clearly) Check All That Apply: Is job ready for inspection?: F_1YES �NO F-lRough In E]Final Do you need a Temp Certificate?: F]YES ;QNO issued On Temp liftemati6n: (All inf6hn6tidn tetiuired)' Service Size MI Ph [__13 Ph Size: A #Meters Old Meter# ❑New Ser&6 ❑ Service Reconnect n Underground ❑Overhead 1#Underground Laterals F]l [J2 E]H Frame El Pole Work done on Service? Ely [_]N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.)1sx PERMIT# Address: a Switches J�w Outlets GFI's ®® Q Surface i Sconces HH's UC its Fans Fridge HW Exhaust 1 ti Oven ' Dryer Smokes DW Service Carbon Micro Generator Combo I Cooktop Transfer AC AH Mini Special: �,f C/t1� 19e:�2ra Comments' �.CA on'A Er'- n bale. C. 4;�c4c S A M U E L S & S T E E L M A N February 10, 2021 Building Department Town of Southold Southold, NY 11971 Lj JV Re: MAAS RESIDENCE 1500 Willow Terrace Lane, Orient, NY SCTM#1000-26-2-26 Building Permit#44952 Dear Building Department, We are requesting an AMENDMENT to an existing Building Permit for reconstruction of an existing deck due to structural deficiencies, construction of a new deck in lieu of a raised terrace and an on-grade terrace as originally permitted. A revised Trustees Permit was received for this modification on January 21, 2021. Please find the following documentation: 1. (3) Three revised Site Plans and Deck Drawings 2. Revised Trustees Permit and stamped Trustees Site Plan If we can answer any questions, please do not hesitate to call. Sincerely, Sam els & St man Architects N y e an, R.A. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 SOUK,®! Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • a0 BUILDING DEPARTMENT July 19, 2021 TOWN OF SOUTHOLD Maas, Elaine 1 Smith Ln Stony Brook, NY 11790 Fes: Verify required smoke alarms and carbon monoxide detectors. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy \ Application for Certificate of Occupancy. (Enclosed) v X Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44952-Z Alteration/Additions RESd eck Software Version 4.7.0 Compliance Certificate Project Maas Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1500 Willow Terrace Elaine Maas Nancy Steelman Orient,NY 11957 1 Smith Lane Samuels and Steelman Architects Stony Brook,NY 11790 25235 Main Road Cutchogue,NY 11935 631734 6405 nancy@samuelsandsteelman.com Envelope &sem-blies Perimeter Ceiling 1 Living Room:Cathedral Ceiling 549 36.0 7.0 0.024 13 Ceiling 2 Ktchen:Cathedral Ceiling — --- --- —. -- Exemptrorn-Franiing,cavity not exposed. Ceiling 3 Garage Rooms:Flat Ceiling or Scissor Truss 154 36.0 7.0 0.025 4 Ceiling 4 Bath and Master Bath:Flat Ceiling or Scissor Truss 132 36.0 7.0 0.025 3 Ceiling 5 Bedrooms:Flat Ceiling or SclssorTruss — — .— — Exemption:Framing cavity not exposed. Wall 1 Living Room South:Wood Frame,16"o.c. 198 21.0 7.0 0.039 4 Door 1:Glass 108 0.330 36 SHGC: 0.26 Wall 2 Living Room North:Wood Frame, 16" o.c. 207 21.D 7.0 0.039 3 Window 1:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 6.33 Window 2:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.33 Door 2:Solid 20 0.300 6 Door 3:Glass 80 0.330 26 SHGC: D.26 Wall 3 16tchen Walls:Wood Frame,16"o.c. 351 21.0 7.0 0.039 11 Window 3:Wood Frame:Double Pane with Low-E 18 0.300 5 SHGC:0.33 Project Title: Maas Residence Report date: 04/14/20 Data filename: C:\Users\ural5\Desktop\Office March 2020\Mass\Maas Energy Calculation Alterations april Page 1 of 2 14.rck op rime e Window 4:Wood.Frame:Double Pane with Low-E 23 0.300 7 SHGC: 0.33 Window 5:Wood Frame:Double Pane with Low-E 18 0.300 5 SHGC:0.33 Window 6:Wood Frame-Double Pane with Low-E 9 0.300 3 SHGC:-0.33 Wall 410tchen Garage:Wood Frame,16"o.c. 207 21.0 7.0 0.039 7 Door 4:Solid 18 0.300 5 Wall 5 Living Room Garage:Wood Frame,16"o.c. 193 21.0 7.0 0.039 8 Wall 6 Garage Rooms:Wood Frame,16"o.c. 457 21.0 7.0 0.039 16 Window 7:Wood'Frame:Double Pane with Low-E 7 0.300 2 ,SHGC:0.33 Door 5:`Solid 20 0.300 6 Door 6:Solid 18 0.300 5 wall 7,Bedroom#1:Wood Frame,16"o.c. 139 21.0 7.0 0.039 5 Window 8:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 WaW8 Bath and Master Bath:Wood Frame,16"o.c. 99 21.0 7.0 0.039 3 Window 9:Wood-Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.33 Window 10:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC:0.33 _ Wall 9•13edro6m 2 and,Ma'ster:Wood Frame,16"o.c, --- -- — — --- Exemption:Framing cavity not exposed. Window 11:Wood Frame:Double Pane with Low-E 39 0.300 12 SHGC: 0.33 Window 12:Wood Frame:Dodble Pane with Low-E 12 0.300 4 SHGC:0.33 Window 13:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.33 Window 14:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC:0.33 Floor 1:All-Wood joistaruss:over Unconditioned Space --- — -.- --- -- Exemption:Framing cavity not exposed. Compliance Statement: The proposed building design described he consisten ith the building plans,specifications,and other calculations submitted with the permit application.The proposed b g has b dine esigned meet the 2015 IECC requirements in REScheck Version 4.7.0 and to comply with the mandatory r bents liste in RfSch k Inspection Checklist. ame--title igftature Date Project Title: Maas Residence Report date: 04/14/20 Data filename: C:\Users\ural51Desktolp\Office March 2020\MasslMaas Energy Calculation Alterations april Page 2 of 2 14.rck TOWN OF SOUTHOLD BUILDABLE LAND SITE DA.TA LOT COVERAGE TABLE BUILDABLE LAND AREA: 12,52cf sf SCTM # 1000-26-2-26 PROPERTY: 1500 WILLOW TERRACE \ AREA CALCULATIONS FOR SITE AREA ORIENT, NY \ 5TRUGTURE5 EXI5TING PERCENTAGE PROPOSED PERCENTAGE HOUSE: 2,01(o sf 15.11966 2,016 sf 15. 1% OWNER: ELAINE MAAS \ COVERED PORCHES: qcl sf 0.-1790 225 sf I.715yo 1 SMITH LANE \ RAISED TERRACE: 0 sf 0% cit sf 0.75%, STONY BROOK, NY 11790 DECKS: 476 sf 3.61 io loo sf 0.1796 � SITE: 18,169.08 SQ. FT. = 0.42 AC. \ TOTAL: 2,5cf I sf 20.29b 2,441 sf I cf.09'10 AREA \ AREA WITHIN CEHA BOUNDARY: 5,340.08 SF BUILDABLE LAND AREA: 12,829 SF ZONING: R-40 Lu �e LANWILLOW TERRACE DNFFOF INC. LOT COVERAGE (BASED ON BUILDABLE LAND AREA): � WILLOW TERRACE LANEO PARK & PLAYGROUND EXISTING: 2591 SF OR 20.2% V) ,- x12.5 x12.1 / PROPOSED: 2441 SF OR 19.0% O EXISTING UTILITY POLE gdc EDGE OF PAVEMENT / EXISTING UTILITY POLE AREA OF DISTURBANCE: 1500 SF - Z F� / FLOOD: ZONE "X" & ZONE "VE" RICK APRON ZONE SURVEYOR: KENNETH M WOYCHUK, LS, PLLC Q W cn S46030'00"E 110.00' \ EXIST. BRICK P.O. BOX 153 _ WALKWAY TO REMAIN AQUEBOGUE, NY I- �\ 631 298-1588 LAND N/F OF tom° x12.2 12.5 " EXIST. WD RAILING TO REMOVE Z Q LISA MCDONALD � sem\ \ O DATED: 05/27/13 � ROBERT AXLWARD x 12.9 \ Lu p G +cS UPDATED: 03/30/19 x12.0 PROPOSED SILT FENCE DURING z z ��\ ': cs CONSTRUCTION SEE DETAIL 2-5P ELEVATIONS ARE REFERENCED TO Q V -� EXIST. O D p a O \x12. \O N.A.V.D. 1989 DATUM > co t- STONE/ X0 m O O G\ A55UMED LOCATION \ 0 Q, ASPHALT w CY v ��\ PROPOSED COVERED PORCH 0 N M Z00 OF EXIST. SANITARY X w DRIVEWAY Gam\ ADDITION LLA; T I SYSTEM ` I w _ EX. BRICK WALK d\ \ \Z�C� W Z ,� �- 11.8x \ ' + 12 \�� �Oti DRYWELLS FOR STORMWATER Main Rd W NEW UNDERGOUND EXISTING 24,2 + �, \9 PROPANE TANK APRON �\ + � RUNOFF 4 POOL DRAIN (8x(o) SEE DETAIL 1-5P LJ x 12 x13.0 ` + O� OLD TRUSTEES j� %//:i,/ ''C� u�.";' '24 '"' %%; x 1 .0 \ SOUTHOLD '' + EXIS G WO ouT TION r--="" ir' ;i ,,>,, i, %' ", TIN OD RAIL FENCE JURISDIG_ ; ✓,";/, //% i ./-//%W 22'9 r ; cV PROPOSED SILT FENCE /< <, / / TO REMAIN 100' FROM �;;%!; °; ;/. $t DURING CONSTRUCTION /,i/; /,/' X(5` I Nh>; SEE DETAIL 2 SP /SNE.--S'�-ORY �,� � /, ,�. , � 8 6 EXISTING OUTDOOR SHOWER 8x6 / 511� 1�G �� �-'/. / ; ' � � i,;/ / WIT PROPOSED NEW UNDERGROUND ,../. 'r. �" � iii;; /r ,. „/, i,i-�. H NEW ENCLOSURE DRYWELLS FOR STORMWATER �,; ; / ,,,i�" \ 1ST; PL-' ,I5 3 ;'-;.",. r" ,�' EXISTING DECK AND STEPS RUNOFF FROM SITE SEE DETAIL I-SP /�/; /, /r,"/.,/ ;,� // r " i/< � i ,� /�GP,RiL E -1 :I:r: /./, ;{ORIENT. o 'S % !"%';,r"„ 2 ," ,':, ,, TO BE REMOVED �• ; ;: , , HARBOR;;;;':;: x 2.5 EXI5TING WELL x12. X12.8 -- <. rfT 7-�' COASTAL EROSION :''`\ REMOVE EXIST. FENCE x13.5 0 HAZARD LINE (IC155 EXISTING DECK STRUCTURE x12.6 - - + "` >IVIAAS RESIDENC\ TO REMOVED EMA O �.. F B UNDARY BE REMOV m 2 1 0 1 xL - IN E P PROPOSED ON GRADE 0 C� ;:; cd z 36 O12.6 � N TERRACE + � ' _.. \ �OP> .._.._� PROPOSED RAISED MASONRY Of P5 x13.0TERRACE WITH 5TEXDRAINAGE D RA I N" AG E CALCULATIONS oo ° _ 70 W . 3 0 On-� i rn� i 0 AREA OF RESIDENCE (DW-A) W / z� ZONE X 1 1.ox \+ 6$� DRY WELL AREA x RAINFALL x RUNOFF FACTOR w a n PROPOSED SILT FENCE rn7�Z N n rn = O rn x10. ��, (DW-A) 2,245 5F x (2/12 FT.) x I.O = 3'15 GU. FT. g W• N = v DURING CONSTRUCTION d - rn - x11.1 _ _ - x1 1.6 EDG OF EX TING LAWN USE: (2) V DIAMETER x V HIGH POOL 12.1, 0 bC SEE DETAIL 2-SP ®ZONE X = �1 =s x 1 1.8 10® x 1 1.6 _ __ .- _ __ - ,-- ,.- -- _ _ -- __ _= a� uo �0�,--�c-� MHW (2) 8' X 6' STORM DRAIN RING = 50'7 GU. FT. a F'• 10 �" EL 1.6 PROVIDED REQUIRED FEMA BOUNDARY LINE OCU. FT. > 515 GU. FT.) 0 d 50"1 N N _ �ZO1�E �E(EL cf) � dg ZONE VE(EL q) EXI5TIN6 FLAGPOLE 4'WIRE FENCE EXI5TIN6 NEIGHBORING TEST HOLE TW 8.0 STONE/GONG. RUBBLE NO SCALE MHW 1.6 BW -1.0 BY MARK McDONALD GEOSCIENCE ff TW 8.0 142.27 MLW -1.0 TIDAL WETLAND BOUNDARY SOUTHOLD, NEW YORK 11971 ,�S OF NEIVy N52o08013 W BW-1.0 EIGUAL5 MHW, A5 DETERMINED TEST HOLE DATA 11 /5/18 ELEV. + 11.0 �� 0 I//11/11 M 1111111111111JI111111 1111 TW 8.0 TW 8.10 ew -1.10 NE p,LONG �ULIG4-��P�D) BY EN-CONSULTANTS, I-2cl-Iq ����� �� rF�� �-rIB 1„1 1.0 FT. DARK BROWN LOAM OL ,Z Bw -1.0 ARBOR _ 3.0 FT. BROWN SILTY SAND SM � EXI5TING VINYL G-LOCK BULKHEAD BROWN FINE TO COARSE oTUENT r 9.0 FT. SAND WITH 10% GRAVEL SW - / c� o' 3 C� EXISTING VINYL G-LOCK PALE BROWN FINE " BULKHEAD 9.8 FT. TO COARSE SAND SW XI5TING NATURALLY VEGETATED WATER IN PALE BROWN PROJECT NO: 1903 EX. DECK 17 FT. FINE TO COARSE SAND SW 15 FT NON TURF BUFFER DRAWN BY: NS TOP OF EXISTING GRADE CHECKED BY: NS AST IRON FRAME AND COVER TO IS IT E I'J" L As' IN' GRADE (A5 REQUIRED) SCALE: 1/16" = 1'-0" DATE: TRAFFIC SLAB (SEE June 22, 2020 PLANS FOR LOCATIONS) SCALE: 1/16" = 1' - 0" SHEET TITLE: _J - O Ul ® ® ® ® ® ® ® ® ® Q Z ® ® ® ® ® ® ® ® ® O DRAINAGE BASIN FOR �+ SIZES SEE SITE PLANS SITE o min YI FENCE N ® ® ® PLAN z0 0- ® ® ® ® ® ® ® ® ® w BAGKF I LL MATERIAL FILTER CLOTH Q z ww ® ® ® ® ® ® p TO BE GLEAN SAND ® ® ® ® ® ® ® ® ® AND GRAVEL FILTER CLOTH MIN. 6" SURFACE BELOW GRADE y DRo�NAGE SHEET NO: � GROUND WATER PERMANENT STORM WATER RUNOFF CONTROL MEASURE TEMPORARY STORM WATER RUNOFF CONTROL MEASURE STORM DRAINAGE RINGTYPICAL EROSION & SEDIMENT CONTROL DETAIL 2 1 NO SCALE NO SCALE BID SET/BUILDING PERMIT Q REVISION TOWN OF SOUTHOLD BUILDABLE LAND 12-23-20 LOT COVERAGE TABLE DECKSGE BUILDABLE LAND AREA: 12,521"1 sf SCTM # 1000-26-2-26 PROPERTY: 1500 WILLOW TERRACE AREA CALCULATIONS FOR SITE AREA ORIENT, NY STRUCTURES EXISTING PERCENTAGE PROPOSED PERGENTAGE • HOUSE: 2,016 sf 15.11901 2,016 sf 15.7196 OWNER: ELAINE MAAS \ COVERED PORGHE5: II sf 0.77% 228 sf I.7-7966 1 SMITH LANE \ DECKS: 476 sf 3.61% 308 sf 2.40% STONY BROOK, NY 11790 \ TOTAL: 2,511 sf 20.2% 2,552 sf II.aI% SITE: 18,169.08 SQ. FT. = 0.42 AC. \ AREA \ AREA WITHIN CEHA BOUNDARY: 5,340.08 SF BUILDABLE LAND AREA: 12,829 SF ZONING: R-40 LU LOT COVERAGE (BASED ON BUILDABLE LAND AREA): 0 WILLOW TERRACE LANE � O EXISTING: 2591 SF OR 20.2% EXISTING UTILITY POLE x12.5 x12.1 � EXISTING UTILITY POLE PROPOSED: 2552 SF OR 19.89% ZO EDGE OF PAVEMENT / AREA OF DISTURBANCE: 2500 SF Z H' LU FLOOD: ZONE "X" & ZONE "VE" 0 RICK APRON ZONE SURVEYOR: KENNETH M WOYCHUK, LS, PLLC a W S46030'00"E 110.00' P.O. BOX 153 06 _ -- LAND N/F OF AQUEBOGUE, NY cj) 11-- LANDWILLOW TERRACE FARMS, INC. 631 298-1588 N/F OF � x,2.2 \� DATED: 05/27/13 z O LISA MCDONALD 12.5 0- PARK & PLAYGROUND O ROBERT AXLWARD a? x12.9 x12,p W A A \ s UPDATED: 03/30/19 p v w = i +\ PROPOSED SILT FENCE DURING `s z z cn v s CONSTRUCTION SEE DEVIL 2-SP ELEVATIONS ARE REFERENCED TO Q o� EXIST. Q F- w - o R x12. OJ RENOVATE EXTERIOR OF v 09 >� p '.� N.A.V.D. 1989 DATUM �� �+.1 ' EXI5TIN6 DWELLING WITH STONE/ X m O � . ASPHALT � � � � a ''� PROPOSED 121 sf COVERED PORCH ��. � NEW DOORS, WINDOWS, w DRIVEWAY ADDITION (WITH 3'x7' STEPS) Z 1--- S I D I NG AND ROOFING ` _CD EX. Bpirrl WALK12 < �&Je" ~ 1 1.8x 24 2' f + qti� Uj DRYWELLS FOR STORMWATER Main Rd _ RUNOFF $ POOL DRAIN (8x6) PROPOSED SILT FENCE - 5EE DETAIL I-5P _ DURING CONSTRUCTION x12 - ' x 13.0 %2i%!%23'4. %, o TRUSTEES �'' .%/% x 1 SEE DETAIL 2-SP uT Tlot� i;:, %' >,;> !, / }� EX I STING WOOD RAIL FENCE '! ROM // \,,,:: 1" 100 >_ /" " d St �,,,,i,/ "�'.IN��,, EXISTING OUTDOOR SHOWER �: ���:��: //, / ONE'ST0 Y% i N.'. EXISTING 6 EGK 8x6 / '�i,��/�!:;�/-. rJ' I T��1�CG�/'%'' � %�: :,./,.%, , + PROPOSED NEW UNDERGROUND r? //% ; ,",,.,;< „': / Q ,; �; /� REMAIN EX P5 T '��� � / /,� IST. GTE O DRYWELLS FOR STORMWATER ,/ BE REMOVED AND NEW NOFF FROM SITE 5EE DETAIL I-SP >� t , �, ,,,,. STAIR I N5TALLED �• a /./.,/,.(�i•,: i/ /%lei, ,,;�/' it rr;/// 11. HARBOR"", i�j C1 tt' x 12.8 - - x12. EXISTING WELL x �0 REMOVE EX15T. FENCE I II t COASTAL EROSION x22 13.5 HAZARDL INE I Q88 - - `= EXISTING DECK STRUCTURE �- - 10 MAAS RESIDENCL FEMA UNDARY 'C TO SE REMOVED 21"(4 x1 . F BO N C � x12.6 �� C` 11.2x INE06 N z C� + N n r 1� • c PROPOSED 1435F DECK WITH TEPS x13.0 �J , , _ _.._.._.._.._ 0 0� 9� DRAINAGE CALCULATIONS / 1 2�OP W J rnN �= N d� p�.. ' AREA OF RESIDENCE (DW-A) _ Z LL rn- ZONE X \ 'C w- v N 7C•z -�_ p Zz P 11.Ox + 6� DRY WELL AREA x RAINFALL x RUNOFF FACTOR a N c:w,� PROPOSED 51 LT FENCE in N = rnp - x 10. 6o (DN-A) 2,245 5F x (2/12 FT.) x 1.0 = 575 GU. FT. � W• N = DURING CONSTRUCTION d x 11.1 _ _ - 12.1i - x 1 1.6_ EDC, F EXI TING LAWN 0 Q U5E.. (2) V DIAMETER x 6' HIGH POOL m 10 x 1 1.6 _ - _ _ _ - - -- _ _= m d 0 (2) 8' X 6' STORM DRAIN RING = 50'7 GU. FT. SEE DETAIL 2-5P _, ?ON�X �� �1� - x1 1.8 - _ _ _ - -- - � � dOoQ Q ELS 1 6 PROVIDED REau1RED a ~ U FEMA BOUNDARY LINE a -! _ = o' v _ ZBfi�E VE(EL Q) ��---' g �b 50� Gu. FT. > 375 GU. FT. N �' `ZSC� ZONE VE(EL q) _10- \ C 0�0 EXISTING FLAGPOLE FENCE 4'WIRE EXISTING NEIGHBORING Tw 8.0 STONE/GONG. RUBBLE MHW 1.6 BW -1.0 ff TW 8.0 142.27 MLW -1.0 TIDAL WETLAND BOUNDARY ,��OF NetV� N52°OS 13 W BW- EaUAL5 MHN, A5-DETERMINED c' .� L. sr� °•� Tw 8.o Bw 8i o LINE p, -ONG BULKHI=A1�) BY EN-CONSULTANTS, 1-2cf-II Bw -1.0 (TIE AOR ORIET% 1 EXISTING VINYL C-LOCK BULKHEAD� T EXISTING VINYL G-LOCK BULKHEAD • EX. DECK XISTING NATURALLY VEGETATED PROJ _NO: 1903 IS FT NON TURF BUFFER mm'm LVI s t Li DRAWN BY: NS TOP OF EXISTING GRADE CHECKED BY: NS A5T IRON FRAME AND COVER TO SkITE PLAN GRADE (A5 REQUIRED) SCALE: 1/16" = 1'-0" DATE: July 31, 2019 TRAFFIC, SLAB (5EE Y PLAN5 FOR LOCATIONS) SCALE: 1/16 Vw = 1' - 0" SHEET TITLE: - - O ctl ® ® ® ® ® ® ® ® ® Q z ® ® ® ® ® ® ® ® ® p DRAINAGE BA51N FOR SIZES 5EE SITE PLANS SITE � d o ® ® ® ® ® ® ® ® ® PLAN 5' min > NIPE z� 00- ® ® ® ® ® ® ® ® ® - w BACKFILL MATERIAL FILTEREGLOTH Q zo ® ® ® ® ® ® ® ® IL® TO BE GLEAN SAND ® ® 23 ® ® ® ® ® ® AND GRAVEL FILTER CLOTH MIN. 6" SURFACE T ® ® ® ® ® ® ® ® ® BELOW GRADE DRAINAGE FLOW SHEET NO: GROUND WATER PERMANENT STORM WATER RUNOFF CONTROL MEASURE TEMPORARY STORM WATER RUNOFF CONTROL MEASURE STORM DRAINAGE RINGTYPICALEROSION & SEDIMENT CONTROL DETAIL 1 NO SCALE � NO SCALE BUILDING PERMIT AMENDMENT ISN 5TORA6E ROOM GL GARAGEBDROOMUJ BEDROOM OL W D D I N I N6 AREA O LAUNDRY c!> >- RM ,F GL z LIN. O W HALLLU GL z j OLLJ DN Q/ j 06 w uJ N FOQLIYINCv AREA � r. o -10or O -%' Z z W Lu KITCHEN IF- ogoo - i'" EASKXro DEGKINC iv • Fi br"IST FLOOR rr" LAN Q DNT DN o SCALE: 1/4" = V -0" lo'-o° �s z cn a• J �• cam : a LL, '-J w z 3 = Q Z u W• 0 w ui v a N 0 W• a V n -5611 HI&H HANDRAILHANDRAIL P' -= t, �. G z 7 ROJ E O: 1903 SOUTH ELEVAT DRAWN BY; UT SCALE: 1/4"=1'-0" CHECKED BY: NS EX15TN6 DECK TO DATE:FEB. 912021 BE REGON5TRUGTED SCALE: EX I ST I NG 114" = 1'-0" BASEMENT LE7 ER IMu T k 2X8 LEDGER SHEET TITLE: NEW o I _ FLOOR I6" GONG. TUBE DECK Q I Q AT 36" BELOW � I � � vi �SYv&x PLANS PT POT-Typ. Vi I 3-2X8 PT n I— - - — — SHEET NO: 5" '7'-2" '1'-2" "1'-2" 3" 8" GONG. TUBE 2:21-011 W14X4 PT P05T AT 5TAIR- TYP CENTER OF DECK - CENTER OF 5L 6L DR 1'I FDNIFRAA M I G P LAR SCALE: 1/4" = V -0 BUILDING PERMIT AMENDMENT TOWN OF SOUTHOLD BUILDABLE LAND SITE DATA LOT COVERAGE TABLE WITH ALL CODES Off' BUILDABLE LAND AREA: 12,821-1 5f TM # 1000-26-2-26 CjATE;� _ $ , J � NEW YORK STATE & TOWN CODES :TAS REQUIRED TIONS OF AREA CALGULATION5 FOR SITE AREA PROPERTY: 1500 WILLOW TERRACE \ STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE ORIENT, NY `l T _SOUTHOLD ��`ti'NZBA HOUSE: 2,016 sf 15.71% 2,016 sf 15.71% OWNER: ELAINE MAAS s.-1 a2 `' `'`' ''� `- _ SOUTH TOWN PLANNING BOARDFol \ GOVERED PORCHES: C11 sf 0.77 228 sf 1.77% 1 SMITH LANE 1. FCU, ;jii,�;y ' V") : FD SO OLD TOWN TRUSTEES RAISED TERRACE: O sf 0901 117 sf 0.1596 STONY BROOK, NY 11790 FOR ;ro J1"D V_: ; _T:.. N.Y. DEC \ 2. RC)!�C 3. Ir; 9,i l..r;il0i J Ff f.t ,;.:a t �,._.;.:i ,�c \ DECKS: 476 sf 3.61 100 sf 0.77 SITE: 18,169.08 SQ. FT. = 0.42 AC. 4. FINAL CG':?Tf""?l, TIGPJ I'iUST \ TOTAL: 2,5ci1 sf 20.25b2,441 sf Iq.O% AREA BE CO;,°;'1_i:Tl: r��'i 4. i. I TI a rrg t 0 \ AREA WITHIN CEHA BOUNDARY: 5,340.08 SF ALLr; ;,� F<, BUILDABLE LAND AREA: 12 829 SF RL'G;JIRE1,7i_f�TS OFTFi-I(-',���!,^� �SGFNc�f,"7J �,,P ,..-. pt,n°y p y�+ lx 43d e''��j � , YOMR ,STA C- tlm �il� F'GNJ1�4.E FOP �a.: .. !S! � f�L[R4 � t-• G)ESICN OR C0i,!7RUCT!ON E<ROF10. sr �r _2, -�- C ,.tlV►1-► i ZONING: R-40 � , R - E ACU I I,sM WILLOW TERRACE LANE / WILLOW TERRACE RMS, INC.OF LOT COVERAGE (BASED ON BUILDABLE LAND AREA): 0 �"� PARK & PLAYGROUND EXISTING: 2591 SF OR 20.2% O PROPOSED: 2441 SF OR 19.0% EXISTING UTILITY POLE x12.5 x12.1 EXISTING UTILITY POLE O PLUivIBL"Fi CERTIFICATION IFICATION EDGE OF PAVEMENT AREA OF DISTURBANCE: 1500 SF W 0 A,'L TA D CONTENT BEFOREN\�� / Z PLUMBING :P►,'FICA TE OFOCCUPANCY / FLOOD: ZONE "X" & ZONE "VE" 10 ALL PLUMBING WASTE 30 DER USED IN WATER BRICK APRON ZONE Q ' &�,^;ATER L(:1 X51:-:r D � Lj yU,'-7PL Y SYSTEM CANNOT TESTI;,; eErG;,E covEfliNG EXCEED /10 OF 1% LEAD. SURVEYOR: KENNETH M WOYCHUK, LS, PLLC W _ _ S46030'00"E 110.00' \ EXIST. BRICK P.O. BOX 153 0 _ Ov WALKWAY TO REMAIN AQUEBOGUE, NY cl) F- TRUSS PLACARDING REQUIRED LAND N/F OF X2.2 �\ 631 298-1588 LU 12 5 S \�'o EXIST. WD RAILING TO REMOVE DATED: 05/27/13 Z O �\ UPDATED: 03/30/19 O ~ RETAIP,� STOPf,9 V'hTER RC► ► LISA MCDONALD x12.9 \ PURSU N7 TO CHS DOFF ROBERT AXLWARD a? x12.0 - z 0 w Q Gid\ +\`so,, PROPOSED SILT FENCE DURING I- pTER 236 o ,� ell ELEVATIONS ARE REFERENCED TO OF THE TOLVVN CODE. �� EXIST. 0 � LU \x12 CONSTRUCTION SEE DETAIL 2-SP a ��- STONE/ `� X m o G\ '\ N.A.V.D. 1989 DATUMVo \ PROPOSED COVERED PORCHF O ASSUMED LOCATION OF EXIST. SANITARY LU w ASPHALT w DRIVEWAY 1L 0G�\ ADDITION Z F- SYSTEM EX. BRICK WALK �\ �(� L 0 A N M A W Z I= 1 1.8x + 12 .��� Cti Ftc� W r DRYWELLS FOR STORMWATER N1a�n NEW UNDERGOUND `1 EXISTING 24.2' PROPANE TANK APRON o \\ � RUNOFF $ POOL DRAIN (8x(o) i ppSEE DETAIL 1-5P J x13.0 1 .0 O SOUTH i// + GTi- /� EX 1 STING WOOD RAIL FENCE , , JURISDi - i; , /, , ,. ./22:9, /> s/ /i'%/•;.; ./,/.,/;., /, is/ %%i%./i,;i-, i'' Vii;/r„ ,. ; PROPOSED SILT FENCE , ,/, // ,, LKH / / <, ;;:,.,. ;, /i /, + TO REMAIN h FROM 8u �,:,� /' �/ / ;��� , i- „',i //..,i/a « �►'d► DURING CONSTRUCTION ,loo /�,;; /�,/ ,, ;/; ;%.!<;, %% , : , ,/ ° ;; ; S SE. DETAIL 2-5P W- /Y>. EXISTING OUTDOOR SHOWER CQ 8X6 . PROPOSED NEW UNDERGROUND WITH NEW ENCLOSURE °i, /., .,, iii :�• . ..�' .�..'., DR. WELLS FOR STORMWATER EXISTING DECK AND STEPS i >/,; FROM SITE SEE DETAIL 1-SP /;"' r'' ; : Y' ' RUNOFFL / 10 / � � ��;/ �, .�/ �GAR";:�L��L12si />�: '�:"' �;;;. � -� TO BE REMOVED AHARBOR , _` Q x 2.5 -EXISTING WELL X12. / • + '. ,,:: > x12.8 m- COASTAL EROSION L .< REMOVE EXIST. FENCE - - - C � x 13.5 HAZARD LINE I 8 p ( q 8) EXISTING DECK STRUCTURE - - - \ x 12.6 + MAkS\RESlONC _ FEMA TO m EM BOUNDARY BE REMOVED N .. I i 11.2x' LINE PROPOSED ON GR ADE `����_:� O x12 .6 C� 9 T � ERRAGE cl) N , , 0 - PROPOSED RA 1 SED MASONRY - g _.._ n TERRACE WITH STEPS x13.0 �J , ,; ,' ' ;; '',' �° . \' 2�0 0Q9� DRAINAGE CALCULATIONS o ;` '; P r _.._.._.._........ X � � r3dX � NNQ + ��. 1� OF WJ• FZW 7nZ� c>' prn� ; d� ; \ 0�.. ' AREA OF RESIDENCE (DW-A) _ Z _ A - n_ rn- ZONE X '( M W. w v -� 7Cz �_ ZZ P 1 1.Ox + 6� DRY WELL AREA x RAINFALL x RUNOFF FACTOR M M D c PROPOSED SILT FENCE i {7�z N �N �' n� - ;< Q " " rn _ 0 m _ d (�i rn x 10. E� (DW-A) 2,245 5F x (2/12 FT.) x 1.0 = 375 GU. FT. W• N = r X 1 1.1 QSpQOO d0USE: (2) 5' DIAMETER x 6' HIGH POOL DURING CONSTRUCTION 12.1, rn x1 1.6 EDG OF EXI TING LAWN _ - - - - ?Q��MHW (2) 8' x 6' STORM DRAIN RING = 507 GU. FT. a F- SEE DETAIL 2-5P ?ONE X __ _ x11.8 10 x11_6 _ -_ - _ _- _ ® ® - a =- -= � - - -= d gp 0 FEMA BOUNDARY LINE 1� - ® -- o s s _ \ QOQ EL PROVIDED REQUIRED . ZONE VE(EL cl) g �d 507 GU. FT. > 375 GU. FT. N co ZONE VE(EL q) EXISTING FLAGPOLE 4'WIRE FENCE EXISTING NEIGHBORING TEST HOLE TW 8.0 STONE/GONG. RUBBLE NO SCALE MHW 1.6 BW -1.0 BY MARK McDONALD GEOSCIENCE TW 8.0 142.27 MLW -1.0 TIDAL WETLAND BOUNDARY SOUTHOLD, NEW YORK 11971 �P,��OF New 0 TIN 8.o N52°OU'13»T� BW-1.0 EQUALS MHW, AS DETERMINED TEST HOLE DATA 11 /5/18 ELEV. + 11.0 c� LST Y� ew s o ew -1.o TIB LINE p,LONG �ULi<HB�'•D) BY EN-CONSULTANTS, i-2q-Iq OR 1.0 FT. DARK BROWN LOAM OLART-) gyon 3.0 FT. BROWN SILTY SAND SM p3 EXISTING VINYL G-LOCK BULKHEAD oTUENT BROWN FINE TO COARSE 1- 9.0 FT. SAND WITH 10% GRAVEL SW - G► 01 5 Ci EXISTING VINYL G-LOCK PALE BROWN FINE BULKHEAD 9.8 FT. TO COARSE SAND SW , XISTING NATURALLY VEGETATED WATER IN PALE BROWN ,PROJE�Caf NO: 1903 EX. DECK 15 FT NON TURF BUFFER 17 FT. FINE TO COARSE SAND SW DRAWN BY: NS TOP OF EXISTING GRADE CHECKED BY: AST IRON FRAME AND COVER TO SITE N S GRADE (AS REQUIRED) SCALE: 1116" = V-0" DATE: TRAFFIC SLAB (SEE June 22, 2020 PLANS FOR LOCATIONS) SCALE: 1/16 = 1 - owl SHEET TITLE: _J _ p N ® ® ® ® ® ® EK ® ® z ® ® ® ® ® ® ® ® ® O DRAINAGE BASIN FOR 0 SITE ++ O ® ® ® ® ® R ® ® ® _ SIZES SEE SITE PLANS �7 I T E 5' min PLAN ® CE ® ® ® ® ® H BACKFILL MATERIAL FILTER CLOT Q z0 ® ® 23 3® ® s ® ® H I_ TO BE GLEAN SAND ® ® ® ® ® ® ® ® ® \ AND GRAVEL FILTER CLOTH MIN. 6" SURFACE ® ® ® ® ® ® ® ® ® - - � BELOW GRADE � FLoW AGE SHEET NO: � GROUND WATER PERMANENT STORM WATER RUNOFF CONTROL MEASURE TEMPORARY STORM WATER RUNOFF CONTROL MEASURE D E STORM DRAINAGE RING TYPICAL 2 EROSION & SE IMENT CONTROL D TAIL NO SCALE BID SET/BUILDING PERMIT REMOVE PORTION OF EXIST.APRON SEE IST FL PLAN REMOVE EXIST. RAILING d STAIR. 22'-0" EX I ST I NG - - COVERED FORGH O O EX 1 ST I NG EXIST. GONG. SLAB TO REMAIN FX. EXIST. GONG. SLAB O �— EXIST. FINISHES TO REMAIN FX I ST I NG FX I ST I NG BEDROOM BEDROOM —}— — REMOVE ALL GYP BD EXIST. FINISHES AT WALLS ONLY TO REMAIN EXIST. WD FL TO REMAIN MANTEL '"D EXISTING I EX. REMOVE ALL FINISHES, I L I V I NG ROOM GL R PLUMBING FIXTURES, PIPING REMOVE EXIST. WD FL — O d ELECTRIC, RAISED FLOOR REMOVE ALL GYP BD R STRUCTURE d STAIR REMOVE ALL WD CASING F — — — — — — REMOVE EXIST. CJ AFTER —I- �- - INSTALLATION OF RIDGE BM I' I �"X I S ' EX• CL EXIST. LL I REMOVE ALL GYP BDLu �e BATS-} EX I ST I NG I � I � AT WALLS ONLY R �' =�/�' DINING ROOM — — — _ — J�I R REMOVE EXIST. WD FL —EX. GL O REMOVE EXIST. STAIR G�-- O R I Z F REMOVE EXIST. TILE — ( —� I GL OR \� 11 O w r — — — 2N---9: Isr. T IR I AT KITCHEN +t ENTRY y - Z P :�T + I V(R) Li X I ST I NG _� oVE ILL T( REtoAltl FIN 11 EXTENT of KITCHEN `mac" cl ' P IX I ST I NG o�irrMno°�oRvR a �4/ FLOORING TO REMOVE ALL FINISHES,—+ ( ( � BEDROOM ENCLOSURE, PIPING d Lu VIP STORE EXIST. WASHER D� \� I I COLLAR TIES FOR I I _ —� SHOWER BODY 08 BE REMOVED APPLIANCES, ELECTRIC EXIST. FINISHES d DRYER IN GARAGE REUSE STORE EXIST. R/F ui FOR REUSE R I I IN GARAGE FOR I = ~ � TH �� T41 TO REMAIN z ORE-USE I I�v 4�- �-1 in.�p QOEXISTING I IR� IL�_�) o �O (E� I � TT I NG ROOM �/j O U ��O R Q oVE WD PANELING a I _ _ — — _ _ ��--—�L - _ - _ O _ > WALLS - GEILIN6TO REMOVE EXIST. WD FL I T — — — — Q 3/4" PLYWD SHEATHING ( I I W W W/ 30" ROOFING FELT d ( I R O I ( EXIST. ASPHALT SHIN&LE5 O — O I I LEGEND DECK -----------� 01(E EXIST. WOOD DEGKI , — — � REM N�+ „ I L----------J EXI5TIN6 waLL TO SE iZEMOVED I ISTRUGTURE FRAMING d PIERS I I 2X8 RR AT I6 OG REMOVE EXIST. STAIR EXIST. DEG I I EXISTING W,4LL TO REMAIN — —I 3-Q I/4" LVL CASED �" � I REMOVE EXIST. WOOD DECKING, 11 \`\ IN IX PVC I STRUCTURE FRAMING d PIERS 2X8 01-6 JSTS AT I6 OG I I I ( OR REMOVE d DISPOSE OF EXISTING WINDOW I — ALUMINUM GUTTER ON X IX6 FASCIA BOARD I I I O REMOVE d DISPOSE OF EXISTING DOOR —� F—IX6 PVG IEZE BD — — — — — — — — — — — — — — — PVC. BEADED BDGEILIN6 L % E —IX4 d 1X2 P�(G CAPITAL —ol OVXIST. FENCE ter,. PVG BEADED E3D CEILING F I Rb'o"" m T Fm L%fJR% 'g m h' R Lri% E M %0% L JJ - � SCALE: 1/4" — 1' -0'. 4-2X6 PT POST GA5ED A 08 IN IX PVC WITH POST 12" DIA GONG Z CLAMPS TOP d BOT 5 M ^ 1 , soNo TUBE cn Q 12" SQUARE GONG. PIER c W/ 241IX24"X12" D FT6 0 �; a W 6X6 PT. POST '- � REMOVABLE SCREEN — 3--PT-2X5 z r 3-PT-2X8 z W PANEL - SEE V=EG — — _ a z Owl, x 2X8 PT i�E JSTS a N _ A. IL 2-2X12 PT LEDGER - U BOLTED TO FDN WALLco Co. I 0 A = 1L s m AT 11PT 6" 00 OVER 1ST. FND WALL EXIST. GONG. SLAB 'x,r d GONG. 5LAB---\ EXIST. � �oF N��V ELECTRIC y ;y IX4 Td6 DEGKIN6-SEE SPEC O.p P�4NEL IX4 PVC BASE EXISTING I a G,4R�G� I 2X8 PT DECK JST �IVT 3-2X8 PT BM ( c�so l 5 u� AT 16" OG i 1X8 PVC APRON I A 1/2" PVC PANEL IN IX PVC, FRAME I EXISTING PROJE T NO: 6X6 PT POST EXIST. I BASEMENT 1903 BOILER I DRAWN BY: 2X8 PT BASE , UT EXIST. STAIR TO LOCATION OF I EXIST. 3" STL COL CHECKED BY: REMAIN V. ABO FROM RIDGE EXIST. 3-2XIO 61RDER NS ABOVE_ —o — ' — -- — — c�- — — 0— — DATE: June 22, 2020 NEW POST FROM ABOVE. SCALE: „ VERIFY EXACT LOCATION �� �� �� ��• �� �� ti.. 'ra 1. , .: 12 SQUARE GONG. PIER OF STL COL 1/4" = 1'-0" /jj///�///// ; ///////////////// W/ 24 X24 XI2 D FT6 j// /j//j/ � 4�t : • ' 3-#4-REBAR O I SHEET TITLE: x !11 DEMO �i/� ��/��/� ;' . •.ti'• ;f..;�+,;:..r...; 544-REBAR EACH WAY EXIST. SEPTIC kt BASEMENT EXIST. PLANS SHEET NO: Oki H E TrAmm%I L B A Sk E M E N T F Lv'off'k wro'* L A SCALE: 3/4" = l' -O" SCALE: 1/4" = l' -O" BID SET/BUILDING PERMIT A 5 1 � 24'- FIELD VERIFY 6 C I -TY ''Y 4'-O° 7Y2 7'-6Y2° 7Y� 7' 6y211 VZ b'-8" V2 6 _ I SCREEN PANELS I I 5� SPEC. I INFILL NAL TO PORGY ALI&Ngp� I 3-a 14" LVL -4 14" LVL 3-9 14 L -S�/ �T ! "YI-/11 11-011 1 -Io11 Yy., - -__ - N V - - - - - - - _ - - - -_ - - - EXIST. APRON - - -�Q - - - �� i Im - V NEW 10' WI X '1' HIGH EXI •SMO } X4-DECKING-SEE-SPE-0 &ARA&E DOOR2-111/21, LVL rB LU �e - - - NE OF-EX.-PORCH j fl I O G p O - - �" -OUT-WALL�15 —� _ -RFQ'D=TO-MEET B_M -O -A� N Y I NEW WINDOW IN NEW WINDOW IN Z ---- -- CHANGE IN GL I TI L - -EQU L - - 1 " �4 ! EXIST. OPEN'& EXIST. OPEN 6 Q ALJ I-A-PAMPt Al lniij :p -- - - C Ti LJJ z 2- VL�►(I- 11 a' 51-1 PL 16 II 13 I I II II 1 14-2 !V2 _ -� FIJRR our ATEA 51 E B�DROOM #i BEDROOM #2 Q 3'-8Y�° I �O BE FLUSH I�H HE,4D 2 4 , in EXIST. WD FL EXIST. WD FL W =ry — l on I SEE SO TION "A° �I N I NG R��t PATCH WD FL GL NEW WINDOW IN (o LU _ CGARACGE u� t SHm SO OR MORE WOOD FI IS'H FL AS REQ'D EXIST. OPEN* Z D -r FIREPLACE INFO CATHEDRAL EI�.IN6 INFILL EXIST. INFILL EXIST. I- 11 5'-gy I. EXIST. CONC. SLAB r� 1 11 16 �'� 2 OF O O EXIST. FINISHES TO REMAIN 5- IN. EXIST.I RICK I OPENIN& 2-O _ OPENINIS AT OUTDOOR SHOWER _ NS �o PATCH WD FL(j) PLAN �� _ ,� AM U - SET - ISEE SPEC I 3 REQ'D O Q SCALE:1/2 - 1 -0 - I I I �' — � INY 'LE L NEW WALL MOUNTED I CHAN&E IN SEXIST.—PULL n� HALL o IN. — 5—H $ PL O NEW WD STAIR d RAILING INK NEW 3-14" L L � 2 3/4"XI3" GEILIN6� STAIR NEW. WD FL i 6 OUTDOO I Z Z 5/4 X 6 TOP RAIL AT EXIST. OPENING -1 4-2x6 POST I y.. I m I- SH 4 PL W 1 " 1 11 TO RIDGE RID�7G BEAM G ISE`D IN IX POPLAR 5-2x4 POST NFILL EXIST) W 3-4 2-6 I - - - - - -1.L - - - - � � _ - -- < — -LI- - - - - LI- - - - - TORID6E OPENING GL O- - - - —1T - - - ---Ir - - � � - - - - �-I- - - - - / .. sHo 10 O O I"XI" LATTICE :> T EXIST. OUTDOOR PANEL 1 E--2X6 FLA�'I CASED IN I I EXIST. y yy Q D N T <IS IN 1 1 IX POPLAik-TYP. I I I I Q 587 INFILLONII IST. ��-}{p�L�Ik m �— b 14 II II II II LU U) 0 � 4X4 P.T. POST -FAINTED jMhSTR �ING, ; OOOL � 4BEDROOM /.% IST. WD FL m TL��I I CATHEDRAL EIUIN6 j — 1 IX6 PVC, "V" GROVE - I I I °- TI 1F ��� F - -,KITCHEN ,- - 7 1 1 I l i t foo 1 3 IZ/F AS REQ'D FL NEW WD FL I I I I 4 NEW WINDOW IN O ALL CABINETS I I I I FURR I WALL T . SI I TiJB/SHOWER , EXIST. OPEN'& OF GOUNTERTOP5i i I I I I TO BE r-LUSH WI HEADER D y 11 1 . 11 O 1 2-a 1/4 LVL 2-1/ X41 SLT PL HDR �-Q 1/4 LVL EXIST. SKYLIGHTS %'0/ 4 PANEL L IN6 PATIO DR TO REMAIN W I Z T. OPEN 6 12 I IS O � °tS '.%/ %rte %%/ %r i �0 %/; ovM, 1 r/; /� %.. / /" r' cn i%%/ jj �DW %1 O 11 r -O _J Y is T ELEVATION SOUTH ELEVATION EAS _ a o M - _ O " LVL HDR 2-a I/2" L L HDR 2-q I/2" LVL H D W J• Z W a SCALER/2" 1 0 SCALER/2" 1 -0 a z U- 211 2" STONE TREADS ry D w. ui In 3I-I V211 -►I 11 3-I�sII W• a a S 7I-oY�11 oY2 M U Q F-• v 11' 011 3Y�" EQU L E UAL EQUALL EQUAL 5/4 X 6 TOP RAIL I �" N N• 22-011 1-/111 1 11 LR 5VY �'-O" �" 141-3" 51,211 IXI PVC LATTICE PANEL N m7N = X4 P.T. POSTS STONE PAVERS OR' m 40-IMNF1jRGED- NC. LAS- 0 NE� IXb PVC 'Vn &ROVE W/bXb, 4/ M P CO L•ST !-O� 0 I � �cc`l 'r BENCH WITH IX4 MAHO&ANY SEAT 12" STONE BORDER DECKING ON X8 iso»953 � \ ®ib�OGG. 5EE55PEG PROJEC O 36'-011 l// 1903 -FT2x6 DRAWN BY: - NS METAL AN REG AT DE JOISTS CHECKED BY: _ NS �-TO (o11 GONG. TUBE DATE: IWELL I I BEYOND - 56" June 22, 2020 BELOW &RADE I F I Sv% F L 'mum k mum L IR moft LA lr'mmSCALE: 114" = 1'-0" SCALE: 1/4" = V -0" SHEET TITLE: 1 SECTION/ELEVATION FLOOR SCALER/2"- V -0" PLAN SHEET NO: BID SET/BUILDING PERMIT NEW ALUM. &UTTER TO MATCH EXIS.T 10 Nj 11 NEW ALUM. &UTTER TO MATCH EXIST EXIST. CUTTER TO REMAIN I 3-2X8 PITCHED i BELOW RIDGE EXIST. &UTTER TO REMAIN 3-q 1/4" LVL BETWEE POSTS rl _ 2X8 R 1 EXIST. ASPHALT ROOF - 2-2XIO RR AT ' WALL \\ ( TO REMAIN if T -fillH SEE ADJACENT FRAMING — PLAN FOR ADD. INFO. �F - B I WEAVE NEW EXISTING I 6 SHINGLES AS REOMIED i$ LLQ " I " 2X10 RR AT I6 Or, 2X O RR AT I6 OG EXIST. ASPHALT ROOF _ I TO REMAIN Z O EXIST. CHIMNEY I - O NX LU w INFILL 2X8 FALSE I 0 \ RAFTERS AT ENTRY I Z \ p I GEILIN6 _ 06 W � I _ _ X\*4 QvNEW ASPHALT SHINGLE RIDGE Z �-- ROOP ON NEW 90# O EXIST. GHIMPIEY Qj r ry., /� I O lY j oFlNb,n mTON THIN& \� LL= I EXIST. ASPHALT ROOF , TO REMAIN fj I O t j \ � / o f EXIST. ASPHALT ROOF Z \ y / EXIST. 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ASPHALT SHINGLE ROOF—/ RAKE BOARD TO REMAIN ATTIC VENT TV REMAIN i EXIST. GUTTER 4 FASCIA '--NEA CEDAR 5HIKSLM�2 EXIST. &UTTER 4 FASCIA I TO REMAIN NW 15# ERJILDIN6 PAPER TO REMAIN NEW 5/4X10 PVC FRIEZE BD ON EXIST- PLYJN0 SHEATHIN6 SOF NEyy1 co, 1..STF�`O�� 77. NEW 5/4X4 PV RIM WINDOW TRIM T : PVC TRIMI /4X4 CORNER v I BOARD-TYP. Li NEIN I NFA AINPOIN IN F I FA 4 PANELI LID1N6 6L I INFILL EXIST. '1NF1Ll:>EXI5T.' 1 <, �;: �,: i I !/ ' 'OPENING' ` ' - �`` . F_LL:; 15T: <" NFILL EXIS OPENING -NEK HiAl �.,.. x ./, PROJE�¢T NO: } UU 1903 yrs - ,Y.,i.•,OF?ENIN<7 >:,<: OPENING r �:.v:.v.M — ovmooDRAWN BY: EXI5TIN& 5TUGG0 EXISTING STUCCO —EXI TIN& STUCCOS EXISTING 5T0000 CHECKED BY: STONE TREAD' I DATE: NS 4 RISERS 4 CONIC. _ _ _ — — —�— — — _ FOUNDATION WALL— — 1 J - June 22, 2020 E -EXISTINGBASEMENT HALL� - - T - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - E EXISTIN& BASEMENT HALL -� I I I 2 � I I SCALE: 1/4" = 1'-0" EXISTING BASEMENT WALL SHEET TITLE: - - - - - - - - - L- - - - - - -� I -1 BUILDING So' 0 U T H E L E VAa T 1ELEVATIONS SCALE: 1/4" = V -0" SCALE: 1/4" = V -0" SHEET NO: BID SET/BUILDING PERMIT RIDGE VENT 2-II 7/8" RIDGE —2XIO RR AT 16" OG 2-14" LVL W/ 2-2X10 RR AT WALL 2-5/4" X 15" STL PLATES ' MO EXIS `>:ys AP514A T 5H 1 LE 1 .: OOF I 4 R OF I NC5, 10")(14" WDA CEDAR 5HNGLES ON '' 11 O LT T SHEA HIND VE �' 50# BUILDING PAPER ON CASE BE RE OVEEXIST. 5/8" PLYWD SHEATHING x IX POPLAR PO GH R OF —— 2X4 STUDS AT W' OG f 2X6 FLAT CASED '' 2x GOL ;4R TI 5 � :;. 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SHINGLE ROOF IN, 2x8 COLLAR TIES AT 52" OG �o Ilk PVC GROWN MOLDING N BEADED BD PVC SOFFITUJ �e 6X800 JSTS ALUMINUM GUTTER ON Z 6 pC IX6 FASCIA BOARD 0 IXS PVC SHIPLAP y W SIDING EXIST. RAFTERS 0 ui Z I$ ASPHALT SHINGLE ROOF O T ❑ PANELS KBoNTTENS 06 3: cl) NE EN HSG R-50 BATT I NSUL Z 0 PC LIOL-J El. II— NEW 5/8" 5HEETROCK 0 �— 50REEN CEILING cl) 1 NEW Q 1 STORAGE ROOM EXISTING GARAGE 0 w uj FURR, OUT EXIST. WALL J —.—LIX:2 PVC, A5E TO FACE OF ADJ. BM IX4 DECKII G-5EE SPEC W R-15 BATT INSUL - - - -- -- -- - - - - - - - - - - - - W/NEW I/2 GYP BD 2-2X8 PT NEW 2X6 STUD WALL W/R-IQ BATT INSUL W/ EXISTING STUCCO ` 2X8 PT DECK JSTS 5/8" GYP BD EA SIDE AT 16" OG EXIST. GONG. SLAB W/NEW VINYL FLOORING �k \/ ff B 'u" I L rLJ'% I I'm" m ko 0:'&i or" E C T 10% N B LEGEND SCALE. 1/2 — 1 —0 EXISTING STRUCTURE x \ \ \ \ \ o � F a0 o � NEW ASPHALT SHINGLE WJ• WzWx ROOF TO MATCH EXIST. ON 50# ROOFING FELT M W. a M W 1$ 5/411 PLYWD SHEATHING EXIST. CHIMNEY g W. 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C,7,; ::.52 i:G:.. i3i';::,f.;t;: — x GARAGE OYESHIPLA R DATE: :< HANG I v dH'> }��::�n �. j' JUNE 22 2020 + �y >: ��..:� �; SCALE: v: 1/2 1 0 LIN : 177 ' a SHEET TITLE: :.C; ,IX4 DEGIGING AT >'?'�•: z;:a;;,, «:3 .r•:t;< . TREADS W/ IK PGI[A r..,.,,..>......RISERS - - - -- - - - ---- - - -- -- ---- - - BUILDING Ix8 PVC TRIM SECTION 1/2 PVC PANEL 2 I/2 PVC, PANEL � ININC7 AREA ..8.. IN IX2 FRAME IN IX2 FRAME 172 PVC PANELP A - -- IN IX2 FRAME PARTIAL FLOOD PLAN AT SCREENPORCH- SHEET NO: RTI L ORT ELEVATIOIN' AT SCREE PORCH- SCALE: 3/811 = 1"-0" SCALE: 3/8" = 1"-0" CD BID SET/BUILDING PERMIT WIND-BORNE DEBRIS PROTECTION FOR OPENINGS 57RUG7URAL REVIEW BY STEVE MARE5CA, PE FOR NALL OPEN I N6 FR07EG7I ON OE 120 MPH 3-SECOND NI ND 6US75 I a5-01 //WEST MON7AUK H I GHN,�Y, HAMPTON E3AY5, N)- I I ci4& ( MAXIMUM MEAN ROOF HE I G�+T: 359 SIMPSON L5TA - 20 6A6E PHONE 651 -72GJ X450 RIDGE STRAP - ALL ROOF RAFTERS ° 2 x 6 TIE ® EAGH RAFTER USE/OCCUPANCY, A r IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: I o - ICE SHIELD UNDERLAYMENT SINGLE FAM I LY RES I DENT 1 AL SHUTTER ASSEMBLY REQUIRED - 24 FROM EDGE DE51 GN IN ACCORDANCE WITH AMERICAN N.T.S. .a' ° FOREST CONSTRUCTION MANUAL ORRI + 2 FAMILY HOUSE AM R FOPANEL SPANS: O < 4'0 WIDE SPAN I � \ 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 HEIGHT PRE5GRIPTII/E METHOD (OVERLAP AROUND OPENINGS 4") I ° ALTERNATE P051TION OF 55-0" MAXIMUM I,- I I HURRICANE RRR LOAN 3GLIP USE GROUND SNOW LO?�D - 25 P5F. ASSEMBLY: RST LEVEL - 40 P5F. L.L. ATTACHING STRUCTURAL PANEL- FASTEN TO BUILDING VV ° I #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I LIVING AREAS - 40 PSP. L.L. Lu WOOD SCREW ® 1611 O.G. SIMPSON H2 HURRICANE BEDROOMS - 50 P5F. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP 1 ° CLIP NAILED. FROM ' #10 TEE NUTS ATTACHED TO BLDG. w/ #lOxi-I/2 ( W/ WASHERS) I I RAFTER TO STUD. - FIRE AREA WIND SPEED - 150 MPH O MACHINE BOLT ® 12" O.G. a� I TYPICAL d NAILS RAFTERS ENP SEISMIC DE515N CATEGORY - B (/) \ I RE51 DENGE. WEATHERING - SEVERE Z IN ' APA PLYP4000 EXTEND TODTOP OF TOP O PROVIDE ad COMMON FR05T LINE DEPTH - 56�� 0 \ I PLATE. NAILS a EXTERIOR'ED6E of ALL TERMITE - MODERATE TO HEAVY W SHEATHING. uj Z TYPE OF CONSTRUCTION DECAY - SLIGHT O GONVENTI OVAL L I&HT FRAME HOOD IGE SHIELD UNDERLAYMENT REQUIRED - YES QLj GONSTRUGTION _ U) ULTIPLE SECTION ASSEMBLY: F- 1/411 1 i 1/4" THICK BOLTS @ ZOO O GENERAL NOTES - � II II F- 10 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY Q I 1 I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE I 1 I I I CODE; AND THE NEW YORK STATE ENERGYWITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. I PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. 0 co TO OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY Z 1 I I MINIMUM 28 DAY STRENGTH OF 3000 P51 CONSERVATION CODE. W 1 1 i t l i 1 1 5IMPSON MST27 I I/2" WIDE - 20 6A6E 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALLl< W I I I 1 I I METAL STRAP ®48" 00. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. uj 4. PROVIDE DOUBLE HEADERS AND TRIMMER5 AT ALL 165. ELECTRICAL AND MECHANICAL COMPONENTS TO BE SHUTTER AS S E M B LY I I I I I I 2 x 6 ®I6" O.G. P!PLATE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. 0 N.T.S. I I I I STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. I7. ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE 5. BRIDGING TO BE PROVIDED FOR ALL J015T5 AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR WIDER SPAN I I I� A-325 BOLTS, 3/4" DIAMETER. FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I 1 I I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") I 1 1 I VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL STRAP AND OWNER. 2x4 STRONG-BACKS @ 24" OG IJ -' I°J - AROUND SILL PLATE 4 - ad NAILS CONSTRUCTION AND ORDERING OF MATERIALS. TH15 1 I I AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: I I SIW50N MST27 BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I 1 1/2" WIDE - 20 6A6E LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP ®48" OG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @ 12" O.G. I°r' NAIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO q5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ - 8d NAILS ® 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. o2S Z c . _ #10x3 (w/ WASHERS) GALVANIZED OR. STAINLESS STEEL CD LO WOOD SCREW 0 16" O.G. 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND o tO ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR ' ,'r%t 2 x b SILL PLATE T ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE cn Q • M tSUPPORTED BY DOUBLE UPRIGq HTS, .0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY Y^ #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) 't 'y AGQ TREATED. MACHINE BOLT ® 12" O.G. +''?' '' BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. ,� M SEE FOUNDATION DWG. ''.?:,.r;., c0<0 O S FOR DESIGN. ... I"'Y'': 5/8" < 12" A.B. ®48" OG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. I- >X :.,� ''y22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO v .;r:•,-?; W I=ENDER WASHER. W W Z ?:Q 8. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT - �"" WINDOWS " GLAZED OPENING =`i PENETRATIONS =� Z NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE D w •0 5 PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 a N o CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. 2 We N ow IN ACCORDANCE WITH 1_ARGE MISSILE TEST O AND DECKS ETC.. Q ti ASTM E iga6 AND OF ASTM 1886. 23. THE NYS CODES ALSO APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD 57 RUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN '�' SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. N N . v � PANELS TO BE PRECUT TO FIT OVER wINDOW5 WITH CRITICAL LOAD PATH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW JACK POSTS , HEADER + 51LL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY N/NY56C CHAPTER #2304.1.6 THI5 CONSTRUCTION PROJECT. FEDERAL, 57ATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OF NEE S��GN NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL GORE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d 4"' ��C�s o1y�5 DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d ® 12 ox.. 'F o BETTER. INTERMEDIATE. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES r4 h 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING PROJECT�j 1903 MIN. THICKNESS OR AS NOTED. // RAFTER/TOP PLATE 3-16d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. o <'10 O CEILING JOIST/TOP PLATE 4-6d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR, DRAWN BY: icha CEILING JOI5T/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION -7-16d (FACE NAILED) PLYWOOD TO BE SET ON 50LIO BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-IOd (ea. end 1-1/4" strap) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: &ABLE ROOF5 BLOGKING/RAFTER 4-5d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE NS o <'Io RIM BOARD/RAFTER 4-16d (END NAILED) 4. ALL HEADERS 6 -O AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: WITH DOUBLE UPRIGHTS, q O AND OVER WITH TOP PLATE/TOP PLATE 2-16d (PAGE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. JUNE 22, 2020 a TOP PLATE AT INTERSECTIONS 4-I6d (PAGED NAILED) MINIMUM OF 2-2X8 OR AS 5HOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h STUD/STUD 2-16d (FACE NAILED) HEADER/HEADER Ibd (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL NTS TOP or BOTTOM PLATE/STUD 3-Ibd (END NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: IOR O X45 0 _ ® 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED BOTTOM PLATE/FLOOR JOIST 3 Ibd (PAGE NAILED)JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB o BRIDGING/J :2-10dOIST -IOd (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, 5TIFFENER5 SHALL BE REQUIRED AT ALL LOAD ANDSTRUCTURAL �hj BLOCKING/JOIST 2-I0d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" 6 OLE ROOFS 0 BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) "i. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & 100( 0 <,500 10 < O L45 LEDGER 5TRIP/BEAM 4-16d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF PARTITIONS OR AS NOTED ON DRAWINGS. J015T ON LEDGER/BEAM 3-16d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS AT HIGH PRESSURE ZONE - 6 O.C. PROVIDECOMMON NAILS® o.G. BAND JOIST/JOIST 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TVP. BAND JOIST/SILL or TOP PLATE 3-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF II/2" DIA. 100< 0 ('30 0 PLYWOOD ROOF DECKING 8d @4 O.G. EDGES, @8 O.G. FIELD "TEGO" OR APPROVED EQUAL. „ STRIP SHEATHING 8d (ONE/RAFTER) GALVANIZED MACHINE BOLTS @ 12 O.G.. SHEET NO: PROVIDE ad NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, @)8" O.G. FIELD Q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS IN HIGH PRE55URE ZONES. PLYWOOD 5U5FLOOR DECKING 8d O.G. EDGES, ®12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVAN I ZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. BID SET/BUILDING PERMIT