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HomeMy WebLinkAbout37291-Z i'li0StfFiff4©� Town of Southold 3/25/2016 �o�� Gla; P.O.Box 1179 p'= 53095 Main Rd •�y�ola0`�'� Southold,New York 11971 L CERTIFICATE OF OCCUPANCY No: 38095 Date: 3/25/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 11860 New Suffolk Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.-6-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/15/2012 pursuant to which Building Permit No. 37291 dated 6/12/2012 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: one family dwelling with attached screened porch, 2nd floor deck, garage and storage under, attached in ground swimming pool and spa with raised terrace surround, fenced to code, as applied for. The certificate is issued to Grattan,Lisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0046 5/21/2015 ELECTRICAL CERTIFICATE NO. 37291 4/30/2014 PLUMBERS CERTIFICATION DATED 7/5/2014 i George Fredricks .. 0 . dSi ' lure VIEFQt,f - ,,o,�p %.„ Town of Southold 3/25/2016 P.O.Box 1179 Ci, M tit 53095 Main Rd ��l �a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38173 Date: 3/25/2016 THIS CERTIFIES that the building ACCESSORY Location of Property: 11860 New Suffolk Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.-6-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/15/2012 pursuant to which Building Permit No. 37291 dated 6/12/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory outdoor shower with attached changing room as applied for. The certificate is issued to Grattan,Lisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37291 4/30/2014 PLUMBERS CERTIFICATION DATED Autho d Si ture ' uFEgot,� TOWN OF SOUTHOLD ��o�A �oay t, cf BUILDING DEPARTMENT 1 y .1-} TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37291 Date: 6/12/2012 Permission is hereby granted to: Grattan, Lisa 162 Hillcrest Ave Summit, NJ 07901 To: Demolition & Construction a New Single Family Dwelling; Living Room, Kitchen, Study, Recreation Room, Gym, Entry Foyer, 6 Bedrooms, 6 Baths, 1/2 Bath, Family Room, Laundry Room, Mechanical Room (2nd Floor), Dressing Room, Outdoor Shower, Inground Pool, Spa, Terrace, Screened Terrace, Deck, 2 Fireplaces, 2 Car Garage, Timber Piles, Retaining Walls, Sanitary System, Smart Vents, as applied for. At premises located at: 11860 New Suffolk Ave SCTM #473889 Sec/Block/Lot# 116.-6-9 Pursuant to application dated 5/15/2012 and approved by the Building Inspector. To expire on 12/12/2013. Fees: CO-NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $6,027.80 Total: $6,077.80 a-- Buil ing Inspector 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: Ar 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 2110 of 1% 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 1. 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: k1 Q 0 k) 3LL. Ccaa I -' C4A House No. Street Hamlet • ii - Owner or Owners of Property: Lf �� - - Suffolk County Tax Map No 1000, Section tY( Block - Lot 9 Subdivision - Filed Map. Lot: Permit No. 9�' V.l Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: . • Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 6/1" 1)/1°7 Applicant Signature t$1 0.g . SOUr4,olo Town Hall Annex t Telephone(631)765-1802 54375 Main Road i alg 4 Z Fax(631)765-9502 P.O.Box 1179 t. ��,�$ roger.richertca,town.southold.ny.us Southold,NY 11971-0959 �` I4COUNT`I,*, .1''i. � BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Moriarity/Grattan Address: 10860 New Suffok Ave City: Cutchogue St: NY Zip: 11935 Building Permit#: 37291 Section: 116 Block: 6 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: License No: SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 100a Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 100a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 1 00a Switches Twist Lock Exit Fixtures TVSS Other Equipment: temp construction service, 100a overhead service Notes: Inspector Signature: Date: Aug 27 2012 81-Cert Electrical Compliance Form xis ,,�%pF SO(74 , Town Hall Annex 0i ~� l® : Telephone(631)765-1802 54375 Main Road Alig * Z Fax(631)765-9502 P.O.Box 1179 �e.4 i roger.richerttown.southold.ny.us Southold,NY 11971-0959 lyC®U ,� i��� , BUILDING DEPARTMENT , TOWN OF SOUTHOLD ' CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION r, Issued To: Grattan Address: 11860 New Suffolk Ave City: Cutchogue St: NY Zip: 11935 Building Permit#: 37291 Section: 116 Block: 6 Lot 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Speed Electric Corp License No: 32393-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool X New X Renovation 2nd Floor X Hot Tub x Addition Survey Attic Garage X INVENTORY Service 1 ph 600a Heat gas Duplec Recpt 87 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 11 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 119 CO Detectors Sub Panel 4 A/C Blower Range Recpt oven Fluorescent Fixture 14 Pumps Transformer Appliances 2-dw Dryer Recpt 2-30E- Emergency Fixtures Time Clocks Disconnect 600a Switches Twist Lock Exit Fixtures TVSS Other Equipment. 600a underground service, in ground swimming pool to include-pool bonding, 5-pumps, 1-blower,gas heat,3-pool lights,6-GFCI circuit breakers.STANDBY GENERATOR-70KW with 600a transfer switch. Notes: Inspector Signature: : / .; ;r, ., Date: April 30 2014 81-Cert Electrical Compliance Form.xls „ ,,,,, ilii_--•` i Town Hall Annex , iiii► 4; Telephone(631)765-1$02 54375 Main Road _ % • ; • Fax(631)765-9502 P.O_Box 1179 ; co Q 1i Southold,New York 11971-0959 I.�'% y0,11 0 - e4UNTI, BUILDING DEPARTMENT TOWN OF SSOUJTHOLD CERTIFICATION • Date: 2— /g ,7-/ . - Building Permit No. 272. 57 Owner: -.62,-(:r a7-- stAk, . (Please print) Plumber: (�Cy9 '-PCI7-/ :/(-�”n (Please print) - I certify that the solder used in the water supply-system contains less than 2/10 of 1%. - - - ' lead. - A/ • /./ - _ - (P .e Signature) - -" ' Sworn to before me this r 5-14Th - . . - - . - , 20 M -- -. - day of • &Th---,(Ny .i•--() ,l ''' &k.0-\___QI. CONNIE D. BUNCH Notary Public, State of New York No. 01BU6185050 Qualified in Suffolk County Notary Public, \A-C- J County Commission Expires April 14,2 , • 374-9 „o�OF SO1/45,,,2\ cf,„ l ` i* *1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA . OUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4 p / t i 6'.f- 7?) 0'-t-f„Li rkud-sy 6*-4---w DATE INSPECTOR if-) �ho�0f S0(/Ty�lo,\ s � moo ,► TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: cz=3--&_ (-.4-74....v A_D, c s DATE 4' INSPECTOR 3 :41 „,, SO0i,, • TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ANSPECTIO-N OUNDATION 1ST [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f` • ��-/t DATE /1` �0. INSPECTOR VA ! �,o,;pF SOpTyo ',w # o • _4yOOUNT{,� ''', TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F ING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f_.--„, , 6, DATE 07/0 3 l3 _ INSPECTOR )47-`" (-%-"AZ- �f f Ap s,; TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F ING I STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: • f,' DATE INSPECTOR A? 71--<41 _ • __ 4 _ _ �!• � _ ,%pE SOU �; cf TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT)10-W [ ] FOUNDATION 1ST [ - ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECT'.O ^ L (ROUGH) [ ] ELECTRICAL (FINAL) r i REMARKS: �J ,11✓I DATE II 3 INSPECTOR 3 72_, ,,,,,,,, — —N\ �pF SO(/ly , \ t* *, ,,o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] R H PLSG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR f 11���o BOE SO(/Tio(f _ --TeCOM el TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: W:k t t_e__e____ t_<k,---c. -- DATE f INSPECTOR ‘ '���� ,���oFesisouryolo,, 2* * fA v-\ Annkil ", TOWN OF SO.UTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) k ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR ,cam )11 ,�o��OF,6/ SOU C o`y �0',1,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU 'PLUMBING [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (.9( 11 . P% f 1L-IL Xti k - ®�Cr( firit<714 //fir l DATE INSPECTOR 66 P0621)1\ cD641-r N6ctICII jex/yi 1t 3 7 &' 1 STEVEN L MAA ,CONSULTING E I ; 188.07 W MONTAEUK HiGH4hAY-HAMPTON BAY'S NY'• 346 R(63'1)728-9480=FAX(631)728-9484 September 10, 2012 James H. Rambo Construction Inc. P.O. Box 749 Westhampton, N.Y. 11977 Re: Pile Certification Grattan - Moriarty Residence 11860 New Suffolk Avenue Cutchogue, New York Dear Mr. Guiiloz: This letter is to certify that I am a Professional Engineer and have reviewed the timber pile installation for the project as referenced. A total of 93 piling have been driven with a Delmag D6-32 single acting diesel hammer developing 10,500. foot lbs. of energy. The pile capacity has been calculated utilizing the Engineering News Record Formula for driven piling. The pile log is attached. The pile installation has been completed in accordance with the Coastal Construction Manual—Volume 2 - Section 13. Timber pile have a 10" diameter butt with a total length of 25 foot. The piling ( Southern Yellow Pine ) have been treated in accordance with A.W.P.A. C3 Foundation specification with 1.0# retention (min.). The piling have been installed in accordance with standards of good practice for this area This review was intended to check the method and materials for pile installation and pile capacity. We have not checked tot:foundation location. Please advise if any further information will be reqyuir .c4 SinPerel ,r is QUI'S'->'• „ ari { ,Sti v fi f.''Maresca"'P E. `� 4', ,Ss fl1fv - 2w2J ) lir BE®GDDEPT. TCMANMSOUTDDID I H - H(?v$E , - 9 elle- • A Y ..M Yb 1. N l !ryryry} ._3 .-•A l�\iA 9.": •L- If.A _ XZ._A.L V 4 A_S i_p y 1 1,y `_ - Pz'O -- (/q� 1�}�/� /� 1 quyY�( ,j JC]�A+L E DRi•v P`\J LOG JOB NAME: .�/ 1 AN, ► `o�iA-fi Y E ON. ��' -- —` J ITE C. 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T T' TON L l Y TON; P r T r !1 _ _—_____ �_- L!T l VIS J-=. 1 �� i' II - i P37 — _ + _ -1i fr—r--- -- I 8° i �I r—.(4 : 8 . -----'--- --- [---f-k---- ' -eo - - ----: - • --' '9 1 . I 11 p- 80 IN ----11 II r- 7 — o 27_g I, p-- /o 1 (3 6--t-- 2.5-15--- ' r- /1 5-k ?(I -1 . P— z s 80 1 yI , fi Y0 2:7- P-( i p , 2-7. f - i . �g 7.--7. ® I rf , „ �‘— 3 0 a 7 1 - 1 1 _ c lit --_ — -1— ---! FL,L2:-. 3 V- 1 /-Le - __-- - - _ __ v _ 3 - - ----- it 1 P 6 77, 3 l 1 fl I ! ! 1 1 i STEVEN L. MARESCA CONSULTING ENGINEER 188-07 W.MONTAUK HIGHWAY•HAMPTON BAYS,NY 11946•(631)728-9480•FAX(631)728-9484 July 8, 2013 1 Town of Southold - Building Department 53095 Route 25 Southold NY 11901 Re: Moriarty-Grattan Residence 11860 New Suffolk Road Cutchogue, N.Y. Building Permit#37291 Southold Trustees Permit#7647 Framing & Strapping Certification Dear Sir; We are the Engineers of Record for the Moriarty - Grattan Residence. We have completed a series inspections during the course of construction. This includes the steel framing, timber framing and hurricane strapping for the structure. As a result of these inspection I can certify that the steel framing, timber framing,iand hurricane strapping have been completed in accordance with my drawing package and State of New York Residential . instruction Code. S•nc �4y of s�cso , q ' S�,6- L.14,.. ,.>„, Tosca pp.,, 00Ess1o0--`- 2 ri 1 , . ,, AUG - 2 2013 . _ _ BLDG DEPT. TOWN OF SOUTHOLD FIELD INSPECTION REPORT DATE COMMENTS . , /..-ky live \-; _ ._,,v7/c, c ) .� i.--1 4- . 1,P 91-4 -11 .....) t=1 • . FOUNDATION(1ST) --r4' ' � c �� � 9/0" 1 . 4 - /a .,,i., ;d _77.7c p d• FOUNDATION(2ND) r �-�4/7/14 _ "z e-i- ir- -" tTI , iff , AA---161.04-' 1.7''1.• )4411,- rik ),<7-•--j %' fitiI// ew ____ I_ROUGH FRAMING& tzi --- PLUMBING r J-3 7 ii-fr-i Com/ V - f j _...,V g-:-.-de .. • . ,_ r . . • . • V -7/Y<-- '`V - INSULATION PER N.Y. STATE ENERGY CODE y .• ' -7 /6 lelip , Vi() 4 ' 74/r FINAL , r d l • 4.,,,-. 7,,,_,-,.._,,,,,, , -_ . " • ADDITIONAL COMMENTS ,15 = " ► ' 1-) C- 01 0_,0.111I r . fi -S . nab V\• � Dn � V < e ( A)) CQ -� ' Pal # -;DO 7/i Ia- Z � m I� d f/ c-r " '7/1511 5 , I' ' CPQ l 2- fr c- 4 'dao -Do PI 6- -7 1") ea c. Ts-///57 i ?4°.A_ / (474/477-teifi 4-4/ke-t/#4, ...ly<,- - 6.3' --- fes►c-}.Ivn. � s-v f v 4 �� � = 0 b�li • 11�oe1C C:Qny�i �1t d • o � . , Ae 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 9 I Survey SoutholdTown.NorthFork.net PERMIT NO. 3 / 7 Check Septic Form N.Y.S.D.E.C. Trustees rV Flood Permit Examined 1 0 ,20 la Storm-Water Assessment Form SAY 6 4 2012 Contact: Approved - — C ,20 / Mail to: BLDG DEPT. TOWN OF SOUTHOLD Phone: Expiration (a , ,�– ,20 j3 ..„4€4...%Areez Building Inspector APPLICATION FOR BUILDING PERMIT Date MAY q , 20 / 2 INSTRUCTIONS fa. 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,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 1 PAU'L' ,,C-0 NS/41,1 o CrovTRff C77 C. /NC - (Signature of applicant or name,if a corporation) Pa Z3 oX 332 E4 sT HAM Pro-Al 1V?/ . (Mailing address of applicant) / tet 37 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder CrGne�i L. Co"Li 1 c--t-zi ,e / By/1-i9EA Name of owner of premises R.d$,e,e 7 M eve,I /F.-7Y t is 4 - Cr R 4 7'7 .4 T/ (As on'the tax roll or latest deed) If applicant is a corporation, signa dul uthori officer 3A U L CoA/Si C--Z. (Name and title of corp rate officer) - - Builders License No. OZ o G/ N. Plumbers License No. qq 2 51 -'/y P Electricians License No. 32 ( 1-£ Other Trade's License No. 1. Location of land on which proposed work will be done: / IgG D NEPFOZ.Jc 4 fr C v7C /ao G-IA 5 N.Y. House Number Street Hamlet County Tax Map No. 1000 Section //6 Block 6 ' Lot 9 Subdivision n',4# Filed Map No. /1/1/4 Lot ,v/qG 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy To /3 v IE Pro 4 i s p Fo i✓or- /A/ a_r b. Intended use and occupancy /1/k"l.1 $/,tici e retrti6Y ,ea-si b s-n/cb-- 3. Nature of work(check which applicable):New Building v/ Addition Alteration Repair Removal Demolition V Other Work (Description) 4. Estimated Cost 2, 000/ 0 0 0 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units .,Number ofP,dtvelling,units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front . 'f '4'" Rear SZ"/ Depth 6'3 2f' Height Ativtor 2g` Number of Stories 2. Dimensions of same structure with alterations or additions: Front A✓/4 Rear N�4 Depth N/A Height p/A Number of Stories ,v,/n 8. Dimensions of entire new construction: Front 12 Rear 7 3 8'6 Depth 6 6,3/3` Height Number of Stories 9. Size of lot: Front /5C' Rear /.5 Depth 39 10. Date of Purchase I//1 i f/20 i' Name of Former Owner Lite Fr 14 .S(/SA/V 11. Zone or use district in which premises are situated /' `t 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO K 13. Will lot be re-graded? YES NO '( Will excess fill be removed from premises?YES NO 7c 14. Names of Owner of premises Lisi CrQ a r/Ai✓ Address f 2 /Vida esrAlVe, Phone No.f 8 2 77 2,z-00 Name of Architect flog B4-#.,n/es/c/IR,/S Coy Address 1 't /sibnizeok,f/w,Y Phone No S37 3555 Name of Contractor Ate., cows'yh o Address 4,/3y 33Z (Asr AvotePh.one No. Z6 7 -- 3 f5 z 1)931 ,�. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO ) * 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. �l 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 NO 'r. * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) P/1412- Co-//.S/4-4- `0 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Go NT a4-e--fi€: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. Sworntobefore me this y-- day of /-,7ditAir Nota Public LINDA BEYER Signature of Applicant rY Notary Public, State of New Yor No. 016E6144685 Qualified in Suffolk Count Commission Expires May 1, D/ •F,��•1hr`of � '..�,.� ,,, SSt�, f �,.,, •F,R3y�"`T4; 1 �- .» \iy,. j,ti, *8 pa,- `",144.4'..,,,,r-.:4,.'" "d"irr.-?L ,r� ��' :▪ `` ,I I' ,4-../410_4:4&--_,;,_Y � ":- /lay „y �►1'/fes ` ,..\-,.3,04.A.-0_ �� '`�`A't�ld's'�k` /. 1° ,ti s�4�, ,� � 4 .-�' .••.:rN,. ,+. •+. 3'�f5?2xF�`Fe4:4V,R'F4N:'.97.:P67W0.Y�. .'3;P1RC!IG ,a.., es�g % r ' � . ,4 s".4,'r r '. I BOARD OF SOUTHOLD TOWN TRUSTEES e i 11 91 SOUTHOLD,NEW YORK _ '��4j �;J PERMIT NO.7647 DATE: SEPTEMBER 21,2011 II ` ` ,, I ISSUED TO: LISA GRATTAN i' PROPERTY ADDRESS: 11860 NEW SUFFOLK AVE.,CUTCHOGUE ii g1. '71 , 5 11,0 % ' SCTM #116-6-9U • t t AUTHORIZATION ,, 101 ill ;),:4,. Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance!C ri with the Resolution of the Board of Trustees adopted at the meeting held on September 21,2011 in considerations 1 0 r of application fee in the sum of$250.00 paid by Lisa Grattan and subject to the Terms and Conditions as stated it i ,its.. • the Resolution,the Southold Town Board of Trustees authorizes and permits the following: • i ' 1 * .,. , 2• vo i Wetland Permit to remove the existing single-family dwelling,porches,brick patio and sanitary . r !s ,,..„...„.#e, system; construct new single-family dwelling,rear terrace containing a swimming pool and spa,upgraded , 04 Isanitary system surrounded by a 120' retaining wall,and a 4'wide access path constructed of pervious �- materials for access to the water body,with the condition an additional hay bale line is installed along the ! '� r�, �" 1 limit of moderate wave action upon completion of the demolition of the existing dwelling,a French drain is 11. ; (1$101 ; installed along the limit of moderate wave actiondrywells are installed to contain stormwater run-off,and! 1_ ; 1,r I ; the established buffer areas are re-vegetated,and as depicted on the survey prepared by John T.Metzger , ;. ;` .; .��t+ l last revised October 11,2011 and planting plan prepared by Suffolk Environmental Consulting,Inc.last ' 'e'' if/ I revised October 12,2011. - � ,; � r'� j IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, . : 4 '�. 4 and these presents to be subscribed by a majority of the said Board as of this date. , a • 7/,, .3 : `�����®�I;' Jill X. Dohert " Absent ;' / 1 ;'�� ®ray` j , / - , 1 k, 1,* ; ; 0,1 ' \ ! 7 3k 1. ! 4M1 i i� ;.....„ . � 5 ti \''" Y - -- rz„-r r�t a f ,. v,7.-.. eta._ .,t....,., - _- �, .9i3'#h{WSP � 1Yii.. 1cLYlC�G;fi3rQ.'M1i7.YS'�irw'Eczz Y4�d�.b.n;AY.{{ul.S "'s•,:.7':vt4i3K�LU%p]k�{.dGi'� ,Yt'i3"a _a4ri ➢1L'+�ix.! �+: :0 4 ""rte �'s .Ylr` 6 �Y '., 1 -. zi-f/ '� �a� �� =yy�{� .%f ;°t�\ • : '.•f,! �fiv rat 1;��'�'"�yi�'i+j`' t •,''' t:, _ ,.^'.' „ `'rhX.a6A115xC; '+�.drAtl':�£ i)1 \% ez'.r John M. Bredemeyer III, President �� ��• ®� Town Hall Annex Michael J. Domino Vice-President �® l® : 54375 Main Road � P.O. Box 1179 James F. King, Trustee _ Southold,New York 11971-0959 � �a zt; ,� Dave Bergen, Trustee m �. , • 1 Telephone(631)765-1892 Charles J. Sanders, Trustee L���/ ' Fax(631) 765-6641 COUNT`i,�/// • BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTFICATE OF COMPLIANCE # 1191C Date:December 16;2015 THIS CERTIFIES that the removal of the existing single-family dwelling,porches,brick patio and sanitary system;construction of new single-family dwelling,rear terrace containing a swimming pool and spa, upgraded sanitary system surrounded by a 120' retaining wall,gravel drivew y install a 5' tall by 16'wide steel driveway gate with two(2)6'-11"wide gate leafs,a small at grade patio at base of stairs,and a 4'wide access path constructed of pervious materials for access to the water body, installation of a deck for the electrical meter;with the condition an additional hay bale line is installed along the limit of moderate wave action upon completion of the demolition of the existing dwelling,a French drain is installed along the limit of moderate wave action,drywells are installed to contain stormwater run-off,and the established buffer areas are re-vegetated;and that the clearing of poison ivy at the southern portion of the site is to be cleared by hand only;. At 11860 New Suffolk Avenue,Cutchogue Suffolk County Tax Map#116-6-9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 3,2011 pursuant to which Trustees Wetland Permit#7647 Dated September 21,2011,was issued and Amended on March 19,2014 and Amended again on November 18,2015 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 the existing single-family dwelling,porches,brick patio and sanitary system;construction of new single-family dwelling,rear terrace containing a swimming pool and spa,upgraded sanitary system surrounded by a 120'retaining wall,gravel driveway,install a 5' tall by 16'wide steel driveway gate with two(2)6'-11"wide gate leafs,a small at grade patio at base of stairs,and a 4'wide access path constructed ofpervious materials for access to the water body,installation of a deck for the electrical meter;with the condition an additional hay bale line is installed along the limit of moderate wave action upon completion of the demolition of the existing dwelling,a French drain is installed along the limit of moderate wave action,drywells are installed to contain stormwater run- off,and the established buffer areas are re-vegetated; and that the clearing of poison ivy at the southern portion of the site is to be cleared by hand only. The certificate is issued to LISA GRATTAN owner of the aforesaid property. Authorized Signature tittzset , NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW' Facility DEC ED 1-4738-04067 , PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: LISA GRATTAN GRATTAN PROPERTY 162 HILLCREST AVE 11860 NEW SUFFOLK AVE 1000-116-6-9 SUMMIT, NJ 07901 SOUTHOLD, NY 11935 ' Facility Application Contact: SUFFOLK ENVIRONMENTAL CONSULTING INC PO BOX 2003 BRIDGEHAMPTON, NY 11932-2003 (631),537-5160 Facility'Location: in SOUTHOLD in.SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: NYTM-N: Latitude: Longitude: Project Location: Watercourse- Great Peconic Bay Authorized Activity: Demolish existing dwelling and accessory structures, abandon existing septic system, remove existing driveway and construct new dwelling with terrace, pool, spa and utility room, install pervious driveway and french drains, extend existing 4' wide path landward and install plantings. All work must be in strict conformance with the attached plans stamped NYSDEC approved on 3/30/12. (CKW) Permit Authorizations • Tidal Wetlands - Under Article 25 Permit ID 1-4738-04067/00001 New Permit Effective Date: 4/2/2012 Expiration Date: 4/2/2017 • Page 1 of 8 tcaeoto NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID I-4738-04067 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY 11790 -3409 Authorized Signature: /11" Date 4A / Distribution List SUFFOLK ENVIRONMENTAL CONSULTING INC Habitat-TW CLAIRE K WERNER Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by John Metzger; existing conditions survey last revised 1/23/12, existing and proposed conditions survey last revised 3/9/12, proposed conditions survey last revised 1/20/12, (continued in Condition# 2). 2. Conformance With Plans (continued) Additional approved plans prepared by Suffolk Environmental Consulting Inc.; Planting Plan, last revised 1/19/12, Demolition Methodology plan dated 1/17/12, and Construction Methodology plan dated 1/17/12. Page 2 of 8 • crifteg NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-473S-04067 3. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 4. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 5. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 6. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 7. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 8. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 9. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area as shown on the stamped approved plans prepared by Suffolk Environmental Consulting. Page 3 of 8 iral tstsf NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC [C 1-473S-04067 10. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending landward from the tidal wetlands boundary to the proposed French drain system (also labeled on the approved plans/surveys as the "Limit of Moderate Wave Action" line) unless otherwise required under this permit. 11. Long-term Plant Survival The Area of Active Re-vegetation shown on the approved Planting Plan shall be planted with Groundsel Bush (Baccharis halimifolia) and the permittee shall ensure a minimum of 85% survival of plantings by the end of five growing seasons. If this goal is not met, the permit holder shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved by the office of Regional Habitat-TW NYSDEC REGION 1 HEADQUARTERS • SUNY @ STONY BROOKI50 CIRCLE RD , STONY BROOK, NY11790 -3409 12. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 13. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this protect shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 14. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 15. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or' - jute matting until weather conditions favor germination. 16. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). Page 4 of 8 ennot NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ' Facility DEC ID 1-4735-04067 17. Wood Preservatives A. Pressure treated wood used for construction of in-water structures must have undergone a treatment process approved (stamped or otherwise marked as certified) by the American Wood Preservative Association. B. Wood treated with Pentachlorophenol (PCP) must not be used in wetlands or surface water's. C. The use of creosote treated wood is prohibited both in the water and upland areas. D. Chromated Copper Arsenate (CCA) pressure treated wood must be clean and free of CCA surface deposits. Wood with surface deposits must be washed for at least 5 minutes under running water prior to use. The washing must occur greater than 100 feet landward of any regulated wetland and/or water body. (Note "E." below for handling wash water.) E. Any wood debris such as sawdust or wash water must not enter any water body, including wetlands or protected buffer areas. • 18. Cover Material For Footpath Cover material used for footpaths is limited to natural wood/bark chips, stone, gravel or sand. 19. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge-of any disturbed area. This sediment barrier is to be put in..place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 20. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 25 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 21. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 100 linear feet landward of the tidal wetland boundary. 22. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 23. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 24. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 25. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. • Page 5 of 8 • leave NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04067 26. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant (or similar Department-approved language) to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat-TW NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY11790 -3409 Attn: Compliance • GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY-@ STONY BROOKI50 CIRCLE RD STONY BROOK, NY11790 -3409 Page 6 of 8 • NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION New Facility DEC I1) 1-4738-04067 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance.with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. • • Page 7 of 8 a 6'3yi`K' • NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04067 . NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attnbutable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any, claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and nghts-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. • Page 8 of 8 ~' ATM T. TERRY 1 :y _,� -< . inv'n II,t11. 531195 Mu0, TOWN CLERK " r±'''l �':•;, P.O. flux 117c1 t� s • SIwllinl(I New.York urk I 1 ItEGIS f1I OF VITAL STAT1S11CS ���( �� ' 1+0�, Fax (S I( 1 76�5- 1 F� 1 MARRIAGE OFFICER � .►�`�j Telephone (516) 765.1 RECORDS MANAGEMENT OF ICEIt . 0� i I .0 FREEDOM OF INFORMATION OFFICER ' d‘•ynsi OFFICE OF THE TOWN CLERK VL TOWN OF SOUTHOLD • THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 211, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under th'e Flood Damage Prevent regulations ,.r of the Code of the Town of Southold: "Floodplain Development Permit ) Application" [FDP(93) 1 , /and "Certificate of Compliance for Development in 1 I Special Flood Hazard Area (C/C(93)) . _ I 1\ - = J ; SL 3. DEPT TOWN OF SOUQ1O_LI • I // ' Judith T. Terry Southold Town Clerk August 25, 1993 . i • •/ • y • w , ' APPLICATION ,v • ' PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I: GENERAL PROVISIONS (APPLICANT to read and sign). 1. No work may start until a permit is issued. • 2.. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. • 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable • inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE, TRUE AND ACCURATE. (APPLICANTS SIGNATURE) DATE SECTION 2: PROPOSED DEVELOPMENT (To be completed by APPLICANT1 NAME ADDRESS TELEPHONE APPLICANT BUILDER J j ENGINEER 12-0 C-6t-T l3 ✓: • PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project , location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing , (he project location would be helpful. ( I VP S f&o L camel-I ✓`- N FDP(93) • APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes) A STRUCTURAL DEVELOPMENT - /ACTIVITY /STRUCTURE TYPE © New Structure &i Residential (1-4 Family) ❑ Addition 0 Residential (More than 4 Family) O Alteration 0 Non-residential (Floodproofing? 0 Yes) ❑ Relocation 0 Combined Use (Residential & Commercial) reDemdlition" P 0 Manufactured (Mobile) Home (In Manu- O Replacement factured Home Park?. 0 Yes) ESTIMATED COST OF PROJECTS 2- i-►rL-. B. OTHER DEVELOPMENT ACTIVITIES: • ❑ FIJI 0 Mining 0 Drilling El/Grading ❑ Excavation (Except for Structural Development Checked Above) - 0 Watercourse Alteration (Including Dredging and Channel Modifications) O"Drainage Improvements (Including Culvert Work) O Road, Street or Bridge Construction O Subdivision (New or Expansion) O Individual Water or Sewer System ❑ Other (Please Specify) ce-r-fc- S'7 g�pir� After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3; FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. , Dated The Proposed Development: O 1-s NOT located in a Special Flood Hazard Area (Notify the applicant that the application - review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) 0 Unavailable ❑ The proposed development is located in a floodway FB FM Panel No Dated O Sec Section 4 (or additional instructions SIGNED DATE • • APPLICATION # PAGE 3 OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR] The applicant must submit the documents checked below before the application can be processed: O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of flood proofing of utilities located below the first floor and details of enclosures below the first floor. Also, O Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or S acres,whichever is the lesser, the applicant must provide 100-year Good elevations if they arc not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations. O Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) Ft:NGVD (MSL). For floodpcoofed structures, applicant must attach certification from registered engineer or _ architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. E II 5: PERMIT DEI ERMINATION r .c com,lctcd . LI AL ADMINI RATeR I have determined that the proposed activity. A 0 Is B. O Is not in conformance with provisions of Local Law 0 , 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE Jr BOX A i5 checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B 15 checked, the Local Adrnlrustrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. • • APPLICATION PAGE 4 OF 4 APPEALS Appealed to Board of Appeals') 0 Ycs 0 No Hearing date: Appeals Board Decision --- Approved? 0 Yes 0 No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issuedl The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. - 1. Actual (As-Built) Elevation of the lop of the lowest floor, including basement(in Coastal High Hazard - Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). a L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR1 The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPtCIIONS: DATE BY DEFICIENCIES? 0 YES ❑ NO DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? 0 YES 0 NO E 1•N ERTIFI ATE •F •MPLIAN Er . .c corn Ic ed • • AL ADMINI RATS R • Certificate of Compliance issued: DATE: BY: -f4' / , • - i f 1 • Attachment B SAMPLE // CERTIFICATE OF COMPLIANCE .-7 for Development in a Special Flood Hazard Area .4V , 1 1 • I. ,r , ' TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND _ADDRESS: CHECK ONE: O NEW BUILDING - 0 EXISTING BUILDING O VACANT LAND . THE LOCAL ADMINISI'KATOR IS TO COMPLEF-E A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF - LOCAL LAW # , 19 . SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED . SIGNED: DATED: CIC(93) U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION TOR.INSURANCE COMPANY USE 1 Al Building Owner's Name ROBERT MORIARTY `PolicjhNurimber:r.;" :'4.. A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. =.Company MIC Number. , ,'`,-,F;;;,--" 11860 NEW SUFFOLK AVENUE ,.,,,.;<4.,----.;' ,,'n` ' 4,,t',1 'i.r;•• City CUTCHOGUE State NY ZIP Code 11935 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 1000-116-06-09 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.40DEG 59MIN 30.10SEC Long.72DEG 29MIN 27SEC Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): A9 For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 2428 sq ft a) Square footage of attached garage _ sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 15 within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 1140 sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ® Yes ❑ No d) Engineered flood openings? 0 Yes 0 No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name ' B3.State SOUTHOLD,TOWN OF 360813 SUFFOLK NEW YORK B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 36103C0501 H Effective/Revised Date Zone(s) AO, use base flood depth) 09/25/2009 AE EL 6 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM 0 Community Determined 0 Other/Source: B11. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 ® NAVD 1988 0 Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 0 Yes ® No Designation Date: 0 CBRS 0 OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on:' 0 Construction Drawings* ® Building Under Construction* 0 Finished Construction - *A new Elevation Certificate will be required when construction of•the building is complete. C2. Elevations-Zones Al A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized Vertical Datum. NAVD 88 Indicate elevation datum used for the elevations in items a)through h)below. 0 NGVD 1929 El NAVD 1988 0 Other/Source:_ Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 4.0 ®feet 0 meters b)Top of the next higher floor 12 9 (El feet 0 meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑feet 0 meters d)Attached garage(top of slab) 4.0 ®feet 0 meters e) Lowest elevation of machinery or equipment servicing the building 8.0 ®feet 0 meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 3.4 ®feet 0 meters g) Highest adjacent(finished)grade next to building(HAG) 9.3 ®feet 0 meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 3.4 ®feet 0 meters SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation a r Nz I,�, information.I certify that the information on this Certificate represents my best efforts to interpret the data available. ,�°' ti" -.6 " ' I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code, Section 1001. ,,�`C ,._,,1.M 1-... `;; ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ~ sz •Eti'. : 0 Check here if attachments. licensed land surveyor? ' ® Yes 0 No ,! 3 '� s ! ,',.-k.4 � v dt 1 Certifier's Name JOHN T METZGER License Number 49618 f c -' 5_A �'-�,C`F � 0 Title OWNER/PRESIDENT Company Name PECONIC SURVEYORS Address 1230 TRAVELER STREET City SOUTHOLD State NY ZIP Code 11971it`a,4.99^1$ (" Signature heti Date 06/04/2014 Telephone 631765-5020 � LAID k3" /...51, FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In theses aces copythe corresponding information from Section A. -77g2 "1467#„_,*;:1 17 OIGt' �4V-R c p p g Q . ; Building Street Address(including Apt., Unit,Suite,and/or Bldg.No)or P.O.Route and Box No. p A Nikairgq4 - 11860 NEW SUFFOLK AVENUE aiatteggiM ;siKfi `44 _fir CityCUTCHOGUE "_�`' State NY ZIP Code 11935 AS:DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program IMPORTANT:Follow the instructions on pages 1-9. Expiration Date:July 31, 2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name ROBERT MORIARTY n '`i A2. Building1860eNEW SsU(FFOL{g Apt.,Unit, Suite,and/or Bldg.No.)or P0.Route and Box No Company NAIC Number /.3 UE -City CUTCHOGUE State NY ,d Ad AHd�,�ZIP2Code e?g5 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) �100 1000-116-06-09 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL ��r ,�,� . A5. Latitude/Longitude.Lat. 40DFG 59MIN 30 10SFC Long. 72DEG 29MIN 27SEG rsVmoiBumiuk s' , ! ib 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insuranc 11�ry1r v A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 2428 sq ft a) Square footage of attached garage sq ft b) Number of permanent flood openings in the crawlspace 15 b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 3000 sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? F1 Yes 0 No d) Engineered flood openings2 ❑Yes 0 No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION 61. NFIP Community Name&Community Number 62.County Name 63.State SOUTHOLD.TOWN OF 360813 SUFFOLK NEW YORK B4. Map/Panel Number 65.Suffix B6.FIRM Index Date B7.FIRM Panel Effective/ 68.Flood Zone(s) 69.Base Flood Elevation(s)(Zone Revised Date AO,use base flood depth) 36103C0501 H 09/25/2009 AE EL6 810.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑FIS Profile ®FIRM ❑Community Determined ❑Other/Source: 611 Indicate elevation datum used for BFE in Item B9 ❑NGVD 1929 ®NAVD 1988 0 Other/Source. B12 Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes �_.No Designation Date• / / 0 CBRS 0 OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based,ln: 0 Construction Drawings* 0 Building Under Construction* ®Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones A1—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/A0.Complete Items C2.a—h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum. NAVD 88 Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 0 NAVD 1988 0 Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 4 0 K1 feet ❑meters b) Top of the next higher floor 12 9 i feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) . 0 feet 0 meters d) Attached garage(top of slab) 4 . 0 ®feet 0 meters e) Lowest elevation of machinery or equipment servicing the building 8 0 ®feet 0 meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 3 . 4 ®feet 0 meters g) Highest adjacent(finished)grade next to building(HAG) 9 . 3 ®feet 0 meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 3 . 4 ®feet 0 meters structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation — � information.I certify that the information on this Certificate represents my best efforts to interpret the data available. Or NE, I understand that any false statement may be punishable by fine or imprisonment under 18 U S.Code,Section 1001. )^ 0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a 11,..S.:;,...,-A . (*fa" O . 0 Check here if attachments. licensed land surveyor? IN Yes 0 No St'' '.Kz-t'; O Certifier's Name License Number (*1 y F13 JOHN T. METZGER 49618 - Title Company Name -t, - .i: OWNER/PRESIDENT PECONIC SURVEYORS P.C 'r` ; Address City State ZIP Code sin 1230 TRAVELER STREET SOUTHOLD NY 11971A/ Signature / Date Telephone `400 Aj rte_ ,03/14/2016 (631)765-5020 ° 'Vii, fi ,, i c'e FEMA Form 086-0-33(Revised 7/12) See reverse side for continuation. Replaces all previous editions. o ts'LEVATION CERTIFICATE, page 2 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 11860 NEW SUFFOLK AVENUE City State ZIP Code Company NAIC Number: CUTCHOGUE NY 11935 SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments C2(e)BOILER AT EL8.0 AND GENERATOR AT EL 8.1,POOL MECHANICALS UNDER DECK AT EL7.0.A8(d) ENGINEERED FLOOD VENTS RATED 200SF PER VENT, 15 VENTS X200=3000 SF Signature Date 03/14/2016 SECTIO —BUILDING TION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,Band C. For Items El—E4,use natural grade,if available.Check the measurement used. In Puerto Rico only,enter meters. El.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is 0 feet 0 meters 0 above or 0 below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is 0 feet 0 meters 0 above or 0 below the LAG. E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is 0 feet 0 meters 0 above or 0 below the HAG. E3.Attached garage(top of slab)is 0 feet 0 meters 0 above or 0 below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is 0 feet 0 meters 0 above or 0 below the HAG. E5.Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?❑Yes ❑No 0 Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable items)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. 0 The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5.Date Permit Issued G6.Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building 0 feet 0 meters Datum G9 BFE or(in Zone AO)depth of flooding at the building site 0 feet 0 meters Datum GlO.Community's design flood elevation: 0 feet 0 meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments 0 Check here if attachments. FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. 1 .,'', c€ : Town Hall Annex ' * all' Telephone(631)765-1802 54375 Main Road ; Q $ rogersichertw16 .ny.usP.O.Box 1179 O0: � 1- Southold,NY 11971-0959 0l� i' = COUNNi BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - • • REQUESTED BY: - �► , L �, a ��GC i Date: � � (/ 0__- Company Name: yi& aC c� (lk Name: � A d License No.: 7--,'s g 9 3 ,M - Address: t-Po y ( Co 9 S • Phone No.: Lf c L G'I c 1 JOBSITE INFORMATION: (*Indicate required information) *Name: • . ag/,Q,V722 '‘,/5d 7/xd'J 72-.C./ -al *Address: /0 86'o /V-66t/ S'roi,12,e-, w *Cross Street: ME ,z9R'',5- £4 -// *Phone No.: 6.3/' , '3e,r�Z Coil,S/CZ/ ' ea.,✓->, 7%,'_ V. �. . Bevt Permit No.: 37Vii Tax Map District: 1000 Section: .// G Block: (p Lot: 9 \ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) er-vGTIb/S4 Ca vi (Le ct-- `.fie+ ?Ft VA-- ro f-e. pocs `G, 'Teo- p ePv1 c-C.t c fif S2-SvI ck (Please Circle All That Apply) *Is job ready for inspection: YRough In Final *Do you need a Temp Certificate: YES NO Temp Information (If I • -ded} *Service Size: 1 Phase' 3Phase 00 150 200 300 400 Other *New Service: Re-connect Underground Number of Meters Change of Service I erhead Additional Information:_ PAYMENT DUE WITH APPLICATION c)✓j i —i lip 82-Request for Inspection Form i ',, ��OF SO{�jy®� Town Hall Annex ' A * • Telephone(631)765-1802 54375 Main Road �+,ax P.O.Box 1179 , g (631)765-g95o2 rO er.riChertaxAr1.SOUta.nv.US Southold,NY 11971-0959 A?" -----`44111111,V.0.1 We, 080 V 4 41-26)1 BUILDING DEPARTMENT TOWN OF SOUTHOLD i Q C(. , c6l12ocec--,c6 4)acL APPLICATION FOR ELECTRICAL INSPECTION64c • REQUESTED BY: 6-0,e � ) Date: 5/21 ZcDf 3 Company Name: Speed elec.-1w G C / Name: 1.0 wces _ 1 License No.: 3a 373- /Z'-c Address: Po BOX EST !.!/,4 / 1 i/( N Y i t ' Phone No.: C3/- 02$2 - 9333 6 3/ Z6 532v - JOBSITE INFORMATION: (*Indicates required information) *Name: fri 0/L!f}e"y 6,64 r r4„/ lae5 ; eAfc,c; *Address: //a0 yew Avg C..f(,4O�rr/ ivy *Cross Street: lijou47.; a S *Phone No.: (,'3/- Go e f - /‘/G Permit No.: 702 w Tax•Map District: 1000 Section: 1 )c Block: Lot: 9 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Goo® 5, e - k ou (Al i n•1; ctr'Ce I 50 Kw tzci (Please Circle All That Apply) *Is job ready for inspection: YES/65) Rough In Final *Do you need a Temp Certificate: 1P/ NO Temp Information(If.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other COO *New Service: Re-connect underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION I �O(� Am s1O !/�.f1�1 Gita vnrc� rf z�,/l r/i Ger 51/ 1/-6 82-Request for Inspection Fon X3095 � �� 'eW B. P. # 37A `� BUILDING PERMIT E ER CHECKLIST *Date Submitted:�r�"'/9—Date Reviewed:�V® -1 a- .��l b bas-y 6, 91 /� �� Applicant: Owner: ��D' d-w� Architectff-rrgineer: Estimated Cost: Oco K SCTM# 1000 - i i J0 — 4 - - 9 Subdivision: Zone: Conforming? Ye-c_ Property Address: 11 cg Co 0 /V 1.L244 �-e • City: Pre COs? (S/o M o•ei:a, fie) Building Permits (Open/Expired): BP -Z/Go Z- — ,Info: BP -Z/C/0 Z- ,Info: BP -Z/C/O Z- , Info: BP -Z/C/O Z- ,Info: BP -Z/C/O Z- .Info: Single& Separate Search Required? Y oN etermination: SToRM\:dzN .T�f` Rf4N eI;F.F=I e,_\12.., REQ. Lot Size: 17415 0 ACT. Lot Size: 7) e?-5-7('4.4x•J . REQ.it' 0% ACT. Lot Coy. ok REQ. Front SDS ACT. Front 5T Efs, REQ Side /S' ACT. Side JS" REQ. Rear .Sb ' PROP. Rear So+' REQ. Height 35/ ACT. Height e K R E o, e,GTH SIDES 35'A o lc Psoject y D iption: a ,a)4,1 ,;r ' r ;L) 371Dy)_ - ,RM�GYMrWRY /Y� 6-MT/fS '01 L,qu,JD Mtct. ►t 55 NG�r�2 oI4Tiout S rail- SPA Tee tic Waterfront ./dam a 7111)16 ---e--) d2-F a t Gm_. ,', _y; y If yes, water body: r ' .fPanel# Flood Zone: I6 T`r Pa. Vika—) - i_ ADDITIONAL APPROVALS REQUIRED ?LAN S (4) SIGNED, 5 /4�ED 4K SURVEY DR S•ITE PIAN Suffolk County Health:0or N - If yes, *Bed#: 6 *Date: 4/MA *Permit#: 8 fb-1l- ooi6 Town Septi ON - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE DEC 9/1/7"r N Date: Lis/�/`Permit#: 1—i-/-738- oLto(,'7/Oovo%or NJ Letter- Notes: Southold Trusteescor N - Date: i° /(11/ /1 Permit#: 76 7 or NJ Letter-Notes: Southold ZBA: Y org- Date: / / Permit#: -Notes: Southold Planning: Y oCl- Date: `/ / Permit#: -Notes: Town Landmark C of A: Y oODTE: / / *NYS CODE Compliance(page 2): Y or N CONTRA-cToR L1cENSE — AISi4BILIr'— t- BILITy —Wokk��,, S CofiPNS�gTIoA/ Note %4�i t, ,', i, . ' v- -tlt izu -,,,,,,„_s:'X 6� �4.�!lIr .4,1„,_ I / ls �'i . _3^flt- 3 , , i� - -__ r . :.=�•:---s s OMIT .-r a- f e L .. „74 0 / / i 1 /J ./C1--1 mit �CCnM�� cN avioits , ' cetilf - Fee tructure: . c a ion. i A /i344Aite.fit/i34414144it ePtif ci SF 11, X-5:5" $ „40=$ I±S 01:0 0 First Floor: 5033 SF + Initial Fee: $ o o , 0 0 Second Floor: 3733 SF + Additional Fee (Poo1.45 ): $ a,5-O, vo Other:DElyol.ITlohi 9 I g_SF 2-9 I g SF X$ ,30 _$ 8' 7S.f o Total: I 1 )2L5. SF +Initial Fee: $ 1 0 0 , O 0 + Additional Fee (r-ec-o(ZchR): $ 1 as co , 0 0 C of o FEE) --S79..00 - A S BUILT FEE —& TOTAL: $ 60x /n , NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:20 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe -Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 -Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: _ HEIGHT/FERE AREA: TYPE OF CONSTRUCTION: - DESIGN CRITERIA: ENGINEERED/PRESCPJPTWE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: YIN FLOOR JOISTS:Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: YIN �c / STENT 4`)/3: Y/N /? �n,� NAILING/CONSTRUCTION SCHEDULE: Y/N jA/61, / ` Z-12-6e MEANS OF EGRESS:: Y/N PLUMBING RISER DIAL • __-- 'd LOCATION OF FIRE E PROTECTION EQUIPMENT: YIN TRUSS DESIGN Y/N . lir -- CERTIFICATION: Y/N 7\YdA9'4-' ENERGY CALCS 3N (REs CNEC K) a°/ 4„:„{„,...f..„ TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) i ARCH I T E C T S + PLAN N E R S May 16, 2012 Project Information: Residence for Robert Moriarty and Lisa Grattan 11860 New Suffolk Avenue Cutchogue, NY 11935 Tax Map No. 1000-116-06-09 Southold Trustees Permit# 7647 Department of Environmental Conservation (DEC) Permit # 1-4738-04067/00001 Dear Mr. Verity, Chief Building Inspector, This letter is in response to your request for a written confirmation that the above aforementioned residence has been designed to meet all requirements of the 2010 Residential Code of New York State (RCNYS hereinafter) and is defined to be a two (2) story residence as per Chapter 2 of RCNYS and Chapter 280 Zoning of the Southold Town Code. The portion of garage/basement more that 6' above finish ground level is calculated to be 43.25% (less than 50%) of the total building perimeter. At no point is the garage/basement 12' above finish ground level. Should you require anything else, please do not hesitate to ask. �1<D ARc Kind Regards, �y� �G�INNYe ,4j, wojtVA ,,71010440,v''' etiGada Robert Barnes AIA, Princi . Barnes Coy Architects 1936 Montauk Highway,PO Box 763,Bridgehampton,NY 11932 New York 212.207.9204 Bridgehampton 631.537.3555 Vail 970.926.4151 www.barnescoy.com A R C H I T E CTS + P L A N N E R S September 27, 2012 Project Information: Residence for Robert Moriarty and Lisa Grattan 11860 New Suffolk Avenue Cutchogue, NY 11935 Tax Map No. 1000-116-06-09 Building Permit # 37291 Southold Trustees Permit # 7647 Department of Environmental Conservation (DEC) Permit # 1-4738-04067/00001 Mr. Michael Verity, Chief Building Inspector; Mr. George Gillen, Building Inspector Per Mr. Gillen's request, the following summary is in response to how the required flood openings (R324.2.2 Enclosed area below design floor elevation.)will meet all applicable requirements of the 2010 Residential Code of New York State (RCNYS hereinafter) and be deemed suitable construction by the Town of Southold Building Department. R324.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 1. Be used solely for parking of vehicles, building access or storage. 2. Be provided with flood openings that meet the following criteria: 2.1. There shall be a minimum of two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design flood elevation, each area shall have openings on exterior walls. 2,2. The total net area of all openings shall be at least 1 square inch (645 mm2)for each square foot (0.093 m2) of enclosed area, or the openings shall be designed and the construction documents shall include a statement that the design and installation will provide for equalization of hydrostatic flood forces on exterior walls by allowing for the automatic entry and exit of floodwaters. 2,3. The bottom of each opening shall be 1 foot(305 mm) or less above the adjacent ground level. 2.4. Openings shall be at least 3 inches(76 mm) in diameter. 2,5.Any louvers, screens or other opening covers shall allow the automatic flow of floodwaters into and out of the enclosed area. 2.6. Openings installed in doors and windows, that meet requirements 2,1 through 2,5, are acceptable; however, doors and windows without installed openings do not meet the requirements of this section. - The total square footage of the garage and basement level storage area is 2261 square feet (SF). Per 2.2: this equals 2261 square inch (SI) of flood vent required. - (4) 8x16 flood vents have been located on the garage west wall equaling 512 SI of required opening. (8) 8x16 flood vents have been located on the garage east wall, but due to location above garage slab, will not count towards the required opening. However, as per section 2.2, the east wall openings meet the requirement of equalization of hydrostatic flood forces on the exterior wall by allowing automatic entry of flood waters. - 2261 SI less 512 SI of opening in the west garage wall equals 1749 SI required flood opening to be located within 1 foot of adjacent ground level. - Barnes Coy Architects (BCA) has proposed one linear flood vent 12" x 148" (1776 SI > 1749 SI remaining)to be located in the north 16' garage door, which meets ® lo! con atf�•li( b1 code. Continued below: OCT - 1 2012 1936 Montauk Highway,PO Box 763,Bridgehampton,NY 11932 BLDG DEPT. New York 212.207.9204 Bridgehampton 631.537.3555 Vail 970.926.4151 www.barnescoycom TOWN OF SOUTHOLD ARCH I T E C T S + P L A N N E R S - BCA has also included an Addendum sheet indicating the flood vent placement within the garage door for your record, Should you require anything else, please do not hesitate to ask, ARc ,6ANN Y Qq y1'' Kind Regards, ti o •r !U - tie� i�.l'�i.. N� - -QA 016g42 40� FOF N.�1 Robert Barnes AIA, Principal Barnes Coy Architects 1936 Montauk Highway,PO Box 763,Bridgehampton,NY 11932 New York 212.207.9204 Bridgehampton 631.537.3555 Vail 970.926.4151 www.barnescoy.com S i>a • A R C H I T E CTS + P L A N N E R S TRANSMITTAL SHEET DATE: 05 October, 2012 TO: Town of Southold Building Department OCT - 9 2012 Michael Verity, Chief Building Inspector BLDG DEPT. Gary Fish, Building Inspector TOWN OF SOUTHOLD Town Hall Annex Building • 54375 Route 25 P.O. Box 11971 (T) 631.765.1802 FROM: Christopher Caruso VIA: UPS PAGES: (1) cover + (1) sheet RE: Moriarty/Grattan Residence, Southold, NY Please notify us immediately if transmittal is not received properly: Hi Michael; Gary, As discussed, please find updated A3,2, which includes all flood vent calculations and appropriate heights in relation to exterior grade and interior slab. Let us know if you need anything else, thanks. Regards, ./ Christopher Caruso, Assoc, AIA LEED Green Associate ccaruso(a)barnescoy.corn cc,; file. 1936 Montauk Highway,PO Box 763,Bridgehampton,NY 11932 New York 212.207.9204 Bridgehampton 631.537.3555 Vail 970926.4151 www.barnescoy,com ARC R I T E CTS + P L A N N E R S TRANSMITTAL SHEET . DATE: 01 August, 2013 TO: _ Mike Verity, Chief Building Inspector Town of Southold,Building Department FROM: Christopher Caruso VIA: UPS PAGES: 1 set cover + 1 letter RE: Moriarty/Grattan Residence- New Suffolk Ave. Please notify us immediately if transmittal is not received properly: -, 14 _ .,_ , ___ Mike, Included is the original engineers letter of approval as requested. Regards, Chris Caruso, Assoc, AIA ccarusof barnescov.com cc.: file, f scE [_ gE !•�: i1 AUG - 2 2013 I�:J BLDG DEPT. TOWN OF SOUTHOLD 1936 Montauk Highway,PO Box 763,Bridgehampton,NY 11932 New York 212.207.9204 Bridgehampton 631.537.3555 Vail 970.926.4151 www.barnescoy.com ®yu'.® y.' k Let. ® ,. ' ® ' A R C H ITE CTS + P L A N N E R S RE a: E - W E -----) May 27, 2014 Project Information: MAY 3 0 2014 i Residence for Lisa Grattan 11860 New Suffolk Avenue Cutchogue, NY 11935 BLDG DEPT Tax Map No. 1000-116-06-09 TOWN OF SOUTHOLD Building Permit # 37291 Southold Trustees Permit # 7647 Department of Environmental Conservation (DEC) Permit # 1-4738-04067/00001 To Mike Verity, Chief Building Inspector, This letter is in response to your request for a written confirmation that the aforementioned residence has been designed to meet all requirements of the 2010 Residential Code of New York State (RCNYS hereinafter) including Section R309.2.1 Vertical separations. The minimum separation requirements of R309.2 refer to section R702.3 Gypsum Board, in which gypsum materials must conform to one of several ASTM C ratings. In Lieu of 5/8" type "X" gypsum board walls, Barnes Coy Architects has specified '/2"thick Versatex PVC cladding. Because these walls are below the flood plain and subject to tidal flooding, the intended design was to install flood resistant construction (RCNYS R324.1 .7, FEMA/FIA-TB-2) while meeting, or in this case, far exceeding the minimum code requirement of R309,2,1 . The 1/2" thick Versatex has a class "A" flame spread index, or 3 hour rating, as opposed to the 3/4" hour, "C" minimum rating, These panels conform to ASTM E 84 Standard Test Method for Surface Burning Characteristics of Building Materials, which the RCNYS and the ICCC recognize as the accredited testing agency. To sum, these walls are self-extinguishing and will not ignite when exposed to flame. Should you require anything else, please do not hesitate to ask, e.RED q Kind Regards, \coER d, 0 >A 9 ' q6 ,,,,,,,- - ., -1 - \cA, 22/40 . �e'� off`NEW Christopher Coy AIA, Principal Barnes Coy Architects 1936 Montauk Highway,PO Box 763,Bridgehampton,NY 11932 New York 212.207.9204 Bridgehampton 631.537.3555 Vail 970.926.4151 www.barnescoy.com r in A R C H I T E CTS + P L A N N E R S June 19, 2014 Project Information: Residence for Lisa Grattan 11860 New Suffolk Avenue Cutchogue, NY 11935 Tax Map No, 1000-116-06-09 Building Permit # 37291 Southold Trustees Permit # 7647 Department of Environmental Conservation (DEC) Permit # 1-4738-04067/00001 To Gary Fish, Building Inspector, This letter is in response to your request for a written summary regarding the proposed guardrail code compliance at the above mentioned residence. Barnes Coy Architects has specified solid painted mdf panel fill to bring the as-built rail up to code compliance, which conforms to Section 8312 of the 2010 Residential Code of NYS. The mdf panel solution is a temporary notion until additional intermediate steel rods can be welded in, thus reducing each opening to less than 4". Please note: the permanent solution has a significant cost impact to the owner and is currently being value engineered. We kindly request you accept this approach in obtaining the C.O., as the owners are desperate to close out the construction phase. The mdf panels will only be taken down as the additional intermediate rods are installed, Thank you. Kind Re ,:i.,40 .0 0 ARO Q R .44:7,1i:< '' `• o 0 its' 0 '+ rr r �t , 4 I Mt ,n..' ,/,.)10 ts>' 2210 4 Christophe _ti,, =, Barnes Coy Architects - 1936 Montauk Highway,PO Box 763,Bridgehampton,NY 11932 New York 212.207.9204 Bridgehampton 631.537.3555 Vail 970.926.4151 www.barnescoy.com f' %QF SOVjy®� _\ � O . Town Hall Annex Telephone(631)765-1802 54375 Main Road ; N Fax(631)765-9502 P.O.Box 1179 ; G O Southold,NY 11971-0959 : �®ir AO 11 July 18, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Paul Consiglio Contracting PO Box 332 East Hampton, NY 11937 Re: Grattan, 11860 New Suffolk Ave, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: **No n Certifi s re uired from the surveyor 3 Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. /A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) 11,� rustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT— 37291 — New Dwelling i, . . Poavlttcal.4 i 1107. . o e `` ACCREDITED N G Testing Laboratory Testing Services" TL-216 Page 1 of 9 TEST REPORT for RECEGUER Wolfpac Technologies, Inc. MAY -6' 9014 400 Steel Street BLDG DEPT Aliquippa, PA 15001 TOWN OF SOUTHOLD Surface Burning Characteristics of Building Materials . ASTM E-84-08 Test Report No: FH-1956 Assignment No: H-626 5.27,I Test Date: 6/24/2009 Report Date: 7/9/2009 1�D* � -er M k . . Subject Material: 1/2"Versatex PVC Sheet 'V ' Arc . `IA:1— N. 41/ Prepared b : A _ _--# /fr`��„..,__„_,_/ P Y 411 Richard A. Cost"ick Senior Test Engineer 1, A---k-• .. 1 Reviewed by: Robert T. Menchetti Dire•lr, Laboratory Facilities an Testing Services The results reported in this document apply to specific samples submitted for measurement. No responsibility is assumed for performance of any other specimen. This report may not be reproduced,except in full,without the written approval of the laboratory. The laboratory's test reports in no way constitutes or implies product certification,approval or endorsement by this laboratory. 1650 Military Road • Buffalo, NY 14217-1198 (716)873-9750 • Fax (716)873-9753 • www.ngctestingservices.com 4roQytt.aa�p/,p� FH-1956 N G C Wolfpac Technologies, Inc. Testing Sorvices° 7/9/2009 Page 2 of 9 MATERIAL TESTED: Material submitted by Wolfpac Technologies, Inc., Aliquippa, PA, was described by the client as: 1/2 in, thick Versatex PVC sheet The specimens were submitted 24 in. wide x 8 ft. long. .The samples were conditioned at 70°F and 50% RH to achieve equilibrium prior to testing. METHOD OF SUPPORT: Test#1 was tested self supporting in the furnace chamber with the panels placed end to end and butted tightly together to achieve the required 24 lineal feet of specimen. The test was terminated when the specimen fell from position rendering flame spread values not determinable. Tests#2 &#3 were tested with the specimens placed over 2.0 in. galvanized wire mesh supported with 1/4 in. dia. steel rods spaced.24 in. on center. The panels were placed end to end and butted tightly together to achieve the required 24 lineal feet of specimen. LID PROTECTION: 1/4 in. thick fiber reinforced cement board was placed atop the specimen as lid protection. RESULTS: The results can be found on page 3 of this report. FH-1956 Wolfpac Technologies, Inc. 7/9/2009 Page 3 of 9 RESULTS: SIDE CALCULATED CALCULATED TEST NO. MATERIAL TESTED EXPOSED SUPPORT FLAME SPREAD SMOKE DEVELOPED 1 1/2"THICK VERSATEX PVC SHEET SYMMETRICAL WIRE & RODS N.D.* 960.14* * Flame Spread value could not be determined due to specimen falling from position prior to 10 min. Smoke Developed value based on data at early termination at 6:00. 2 1/2"THICK VERSATEX PVC SHEET SYMMETRICAL WIRE & RODS 18.31 1605.80 - 3 1/2"THICK VERSATEX PVC SHEET SYMMETRICAL WIRE & RODS 21.60 1574.31 SIDE -FLAME SPREAD' SMOKE DEVELOPED MATERIAL TESTED EXPOSED SUPPORT INDEX** INDEX** RED OAK FLOORING NA DECKS 100 100 REINFORCED CEMENT BOARD NA SELF 0 0 • 1/2"THICK VERSATEX PVC SHEET SYMMETRICAL WIRE & RODS 20 1600 FSI . SDI . CLASS"A"- <25' 0-450 CLASS"B" 26-75 0-450 CLASS"C" 76-200 0-450 **Flame Spread/Smoke Developed Index is the result(or average of the results of multiple tests), rounded to the nearest multiple of 5. Smoke Developed in excess of 200, rounded to the nearest 50. DATE 6/24/2009 - 7 t. Fire Testing TEST#: FH-1956-1 LI 1 t it NGC Laboratory TEST METHOD: ASTMS-84-08 Tasfing Sarvlaas' CLIENT: WOLFPAC TECHNOLOGIES ADC DRAFT(IN.H20) 0.078 PROJECT#: H-626 GAS PRESS.(IN.H20) 0.293 SAMPLE: 1/2"THICK VERSATEX PVC SHEET GAS VOL,(CF) 30.30 @ 6:00 METHOD OF SUPPORT: SELF BTU/cf 990 REMARKS: IGNITION :28 SHUTTER 3,, MAX.FLAME FRONT 12.0 FT.@ 5:05 TEMP.13' BURIED 105°F SAMPLE FELL FROM HORIZONTAL POSITION TEST TERMINATED @ 6:00 DUE TO FLAME SPREAD- N.D.* DENSE SMOKE EMISSION OVERWHELMING CHAMBER AREA UNDER THE CURVE(min.-ft.) 0.00 TIME TIME DISTANCE SMOKE DEVELOPED- @ 6:00 960.14 # (Min.) (Sec.). (Ft.) 1 "FLAME SPREAD CALCULATION NOT DETERMINED DUE TO 2 EARLY TERMINATION RENDERING INSUFFICIENT DATA 3 4 FLAME SPREAD 5 20.0 - 6 16.07 160— - 8 ..14.0— 10 ; 12.0—' - 11 010 .0— 12 13 14 15 4.0 I 16 2.0— - I 17 0.0 s -f 18 0.0 2.0 4.0 80 80 10.01 19 - TIME(min.) I 20 WITNESSED BY: 01/) 0 1650 IVIIU("ARY ROAD,BUFFALO,14217 TEL 716-673-9760 FAX 716.673-9753- E-MAIL ngctest@ngctestingserv,ces.com n n o co 0 co CD 43--.1(0 co Z 'p NN -.10 00 n rena rrcuuu-I.Lni I as 91.bizzir.tuuw ti:1Z:14f\M rage 1 OT 1 - „ uIIu4 4- t 4 , - „r • f'L r IT -; - v ZOOG PPA C 7E-7:c1-/A)0 L0-1' ralcg• VCRS/ATEA Thic SE -F S-uPPD 1.„ ;4 f 1 °a SD.; C147° 'lilt •1 -a RACE TAG UNITS DESCRIPTOR HI-LIM LO-LIM 1 INPUTOV MV Analog In 1 10.000 0.0000 -0 — 0 0 (DCDI cri - • DATE - 6/24/2009 pryRuur., a �p I � Fire �l esti n g TEST#: FH-1956-2 - 3 4; a s , N C PLa brat®I V TEST METHOD: ASTM E-84-08 iaefing 6creleem'_ - - CLIENT: WOLFPAC TECHNOLOGIES ADC DRAFT(IN.H20) 0.078 PROJECT#: H-626 GAS PRESS.(IN.H20) 0.293 SAMPLE: 1/2"THICK VERSATEX PVC SHEET GAS VOL,(CF) 51.35 METHOD OF SUPPORT: WIRE&RODS BTU/cf 990 - REMARKS: IGNITION :26 SHUTTER 3" MAX.FLAME FRONT 6.5 FT.@ 9:57 TEMP.13' BURIED - 105°F DENSE SMOKE EMISSION FLAME SPREAD- 18.31 AREA UNDER THE CURVE(min.-ft.) 35.55 TIME TIME DISTANCE SMOKE DEVELOPED- 1605.80 # (Min.) (Sec.). - (Ft.)- 1 0; . 26 0.0 2 - •0 _ 42 0.0 . 3 0 57 1.0 _ 4 1 13 - 2.0 FLAME SPREAD 5 - 1 41 2.5 6 2 6 3.0 16.0 7 2 51 - 3.0 iso 8 - 3 19 3,5 ' 1a•o ;.• 9 4 42 3.5 10 6 7 3.5 12.0 11 6 - 57 4.0 z to•o y 12 7 38 4.5 y 6.o .. - 13 8 4 5.0 ® 60 14 8 44 5.5 -15 9 15 - 6.0 4.0 16 9 57 6.5 .. a 17 10 - 0 - 6.5 o.o18 0.0 2.0 - 4.0 6.0 - 8.0 10.0 19 TIME(min.) 20 O t, WITNESSED BY: dr* 0 ' •f ' ngc es • ngc es mgsennces-com n _ a -0 O v o CD '9 (D = 0) Nln s O O - CD . - COCOOP rn rena 1-1(UUU'LLN I as ot 15/24/2UU9 10:01:4bAM Page 1 of 1 'T . , F71-1 - ----- 1 CnFPA C cH^)01-°G/(E 5 oT-Hieg VERSA ra.")< Z F , I PVC 54CE r ti0/2e. E> 5("PD r Jill - , -73; RACETAG UNITS DESCRIPTOR HI-LIM LO-LIM 1 INPUTOV MV Analog In 1 10.000 0.0000 13 00 11 C D b• 0 O — ( cc, cr, P ci DATE 6/24/2009 Fire Testing TEST#: FH-1956-3 NGC Laboratory TEST METHOD: ASTM E-84-08 Tasting 6arvinoe' CLIENT: WOLFPAC TECHNOLOGIES ADC DRAFT(IN.H20) 0.078 PROJECT#: H-626 GAS PRESS.(IN.H20) 0.287 SAMPLE: 1/2"THICK VERSATEX PVC SHEET GAS VOL,(CF) 50.30 METHOD OF SUPPORT: WIRE&RODS BTU/cf 990 REMARKS: IGNITION :32 SHUTTER 3" MAX.FLAME FRONT 7.0 FT.@ 9:34 TEMP.13' BURIED - 105°F -DENSE SMOKE,EMISSION FLAME SPREAD- - 21.60 • AREA UNDER THE CURVE(min.-ft.) 41,95 TIME TIME DISTANCE SMOKE DEVELOPED- 1574.31 # (Min.) (Sec.). (Ft.) 1 0 32 0.0 2 0 41 0.0 3 0 49 1.0 4 0 59 2.0 FLAME SPREAD 5 - 1 21 2.5 6 1 48 3 0 16.0 7 2 30 3,5 t6.o 8 3 52 3.5 9 4 7 4.0 10 5 54 4.0 matzo �� 11 6 4 4.5 to.o 12 6 22 5.0 -e4 s.o 13 6 44 5.5 14 7 11 6.0 15 8 - _ 30 6.0 • 16 . 9 11 6.5 17 9 34 7.0 18 10 0 7.0 00 19 00 2.0 40 6.0 8.0 10.01 20 O TIME(min.) i I a WITNESSED BY: 'e o --I 1650 MILITARY ROAD,BUFFALO,14217 TEL 7f6- 73.9751)—FAX716-673-9763 r -M. L ngctestgngotestingservices.com o 0 v o a) o co �I a:2. -n m co PO 0 0 — (0 co coP o end-PROD01.LNT as of 6/24/2009 2:31:04PM Page 1 of 1 TI - . - . . ' _ . N ----V7 , 2 . _ .,... „_ -, :.., ,. ,,,-v-,ri,- T , . . . -- -/9-, -3 - ,i, Pi , . . ,, ____ , _. ._ _._ , ._ Woe..F'PA C 7- c,i./A/oz-e,0/6...,"5 , , k,, " riti/C X VE4SArEx ____ ____ -- - Goigz te- RoD 5119PDR-r ---- . . . . I S /5-7z/. 3/ I -, LY-,,i:,,';,:-. . , .- 1 . [ 1 _ Q. - -0 RACE TAG UNITS DESCRIPTOR HI-LIM LO-LIM . . 1 INPUTOV MV Analog in 1 10.000 0.0000 —I m . 2- , 0 COo -.4 ca m CD co 0 M 2. 5 a; c P 0., . . . yi Architectural Testing PERFORMANCE TEST REPORT Rendered to: WOLFPAC TECHNOLOGIES,INC. PRODUCT: Versatex PVC Trimboard Report No: 77621.03-106-31 Report Date: 06/17/08 Expiration Date: 04/13/12 130 Derry Court York, PA 17406-8405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com r 77621.02-106-31 Architectural Testing Page4 o126 1.9 Test Results Summary The average results obtained from testing are shown in the following table EG227 Test Method Test Results Test Date(s) Section Start End AATCC 127 No Visible Leakage 4.1.3 Water Resistance: Hydrostatic at 1 I2 psf a 12/05/07 12/07/07 Pressure 4 6 ASTM D 256 14.3 Jim 03/05/08 Izod Impact Resistance (0.27 ft-lb/in) Section 7.1 24 hr @ 23°C: 0.31% 02/19/08 02/20/08 4.1.3 ASTM D 570 Section 7.4 7 wk @ 23°C: 1.06% 02/19/08 04/08/08 Water Absorption Section 7.7 48 hr @ 50°C: 0.53% 02/19/08 02/21/08 Section 7.5 2 hr @ 100°C: 1.04% 02/19/08 4.6 ASTM D 648 153°F @ 66 psi 05/12/08 Heat Deflection Temperature 146°F A 264 psi ASTM D 696 5.83 x10-5/ °C 4.6 Coefficient of Linear Thermal (3.24 x10-5/ °F) 12/18/07 Expansion Control MOR= 5,179 psi MOE =215,600 psi 4.1.1 ASTM D 790 Freeze-Thaw MOR=5,452 psi' 03/26/08 4.1.2 Flexural Properties Resistance MOE= 221,100 psi Accelerated MOR= 7,049 psi Weathering MOE=268,100 psi 4.6 ASTM D 792 921 kg/m3 03/12/08 Density (57.5 lb/ft3) 4 2 ASTM D 3345 Rating= 10 04/02/08 04/30/08 Termite Resistance 4 6 ASTM D 5420 Gardner Impact Resistance MFE=34.0 in•lbf 06/10/08 4.1.2 ASTM D 6662 See ASTM D 790 01/29/08 02/11/08 Freeze,_Thaw Resistance - 4 3 ASTM_E 84 - FSI = 25 02/28/08 - , Surface Burning Characteristics - SDI = 1,00Q _ 4 5 ASTM E 330 80 psf 02/25/08 Uplift Resistance 4.1.1 ASTMG 155 See ASTM D 790 12/05/07 03'04/08 Accelerated Weathering 4 7 AWPA El 2 No Visible Defects 06114108 06,'27/08 Corrosion by Treated Wood No Weight Loss Following are individual tests procedures and detailed test results, presented in the order as in the chart above. • Architectural Testing PERFORMANCE TEST REPORT Rendered to: WOLFPAC TECHNOLOGIES, INC. 111 Leetsdale Industrial Drive,Unit 101 Leetsdale, Pennsylvania 15056 Report No: 77621.03-106-31 Test Date: 02/29/08 Through: 04/13/08 Report Date: 06/17/08 Expiration Date: 04/13/12 Product: Versatex PVC Trimboard Project Summary: Architectural Testing, Inc. was contracted by Wolfpac Technologies, Inc. to perform various evaluations on their Versatex PVC Trimboard profile. Test materials were sampled at a Wolfpac Technologies manufacturing facility by a representative of Architectural Testing. The test methods and test results are reported herein. Test Method: The test specimens were evaluated in accordance with the following methods: ASTM D 635-06, Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position. ASTM D 638-03,Standard Test Method for Tensile Properties of Plastics. ASTM D 695-02a,Standard Test Method for Compressive Properties of Rigid Plastics. ASTM D 1037-06a, Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials (Fastener Pull Through). ASTM D 2240-05,Standard Test Method for Rubber Property-Durometer Hardness. 130 Derry Court York, PA 17406-8405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com „ . . . 4 ,....,..,4„ i._,,. , ,. 77621.03-106-31 Architectural Testing Page2of8 Test Specimen Detail: Samples of 0.250” (nominal) thickness trimboard were evaluated PM* Rate of Burning, Tensile, Compressive and Hardness testing. Ten samples of 1" thick trimboard were evaluated for each of four types of fasteners. The fasteners were identified as follows: 1. Power Pro Trim Screw#8 x 3" 2. Swaneze Trim Screw#7 x 2-1/4" 3. Combo Thread Trim Nail 2-1/4" 4. Threaded S.S. Trim Nail 2-1/4" Test Procedure: The Tensile, Compressive, and Fastener Withdrawal tests were performed on a SATEC Unidrive, Model MII 50 UD Universal Testing Machine (ICN: Y002011). Six tensile coupons were tested in tension at a crosshead speed of 0.20 inches per minute. Three nominal 0.500" x 0.500" x 1.125" layered assemblies were tested in compression at a crosshead speed of 0.05 inches per minute. Ten withdrawal assemblies were evaluated for each type of fastener at a crosshead speed of 0.10 inches per minute. The Hardness evaluation was performed using a Shore "D"durometer(ICN: Y000093). (See test photographs in Appendix A for setup details). Test Results:The individual results of testing are reported in the following tables. ASTM ID 635-Rate-of Burning of Plastics A 6" (nominal 152 mm)x 1/2" (nominal 13 mm)test specimen was supported horizontally using a specimen support. One end was exposed to a gas flame for 30 seconds. After removal of the flame, the test specimen was observed for time and extent of burning. Caveat: This standard is used to measure and describe the response of materials,products, or assemblies to heat and flame under controlled conditions but does not by itself incorporate all factors required for fire hazards or fire risk assessment of materials, products, or assemblies under actual fire conditions. Versatex PVC Trimboard-0.250" Thick Sustained Burn Length Linear Burn Specimen Initial Beyond 30 sec Time,t Burned,L Rate,V Comments Burn or 25 mm or (mm) (mut/min)' 1 NO 0 0 2 No 0 0 3 No 0 0 4 No 0 0 5 No 0 06 No Failure to 7 No 0 0 Ignite' 0 0 " g No 0 0 9 No' 0 0 10 ' ' No 0 0 Average " 0 t� 5 -EcEnllE [1 Stormwater HI MAY 302012 .J BLDG DEPT Pollution TOWN OF SOUTHOLD Prevention . D Plan _ _�__ _ The Grattan Property 11860 New Suffolk Ave. x��;prG�'LD AS NOTED Southold NY 11971 D!.-r_ 619--1,2-73 p # 3 72-9 I SCTM#:1000-116-06-009 BUILDING DEPAR;MENT AT 7` -02 8 AM TO 4 PM FOR THE 1-01L ;WINC3 INSPECTIONS' Prepared By: FGUNUATION - TWO REQUIRED -CR POURED CONCRETE 2 P( UGH-FRAMING PLUMBING. Suffolk Environmental Consulting Inc. *RAPPING ELECTRICAL&CAULKING P.O. Box 2003 3 INSULATION 4 F;NAL-CONSTRUCTION&ELECTRICAL Bridgehampton NY 11932 MUST BE COMPLETE FOR C 0. (631) 537-5160 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OE THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR & DESIGN OR CONSTRUCTION ERRORS. Joseph Fischetti, P.E. 1725 Hobart Road Southold, NY 11971 (631) 765-2954 May 29, 2012 Section 1: Project Purpose and Objectives The applicant proposes to demolish the existing residence at 11860 New Suffolk Avenue and construct a new single family dwelling and related residential appurtenances. In order to obtain a Building Permit from the Town of Southold, compliance with § 236 of the Southold Town Code is required. This SWPPP complies with the performance standards set forth in § 236-13 of the Southold Town Code. The Town's Stormwater Code requires that site erosion, sedimentation and stonnwater runoff control measures be appropriate for existing topography, vegetation and other salient natural feature of the site. This SWPPP is intended to minimize grading and cut and fill operations, ensure general conformity with natural topography, and retain natural vegetation and trees to the maximum extent practicable in order to create the least erosion potential and handle adequately the volume and rate or velocity of surface water runoff. No stormwater will be diverted to another property, or onto New Suffolk Avenue, either during site preparation or after development. §236 of the Town Code establishes performance controls that are satisfied in this SWPPP. They include: 1. The appropriate control of erosion, sedimentation and stonnwater runoff prior to, during and after site preparation and construction; 2. The implementation of appropriate measure for dust control during grading operations; 3. The protection of areas exposed by site preparation and during site construction with hay bales; 4. The substantial preservation of natural drainage patterns by site design; and 5. Careful site preparation, including timing of the stripping of vegetative cover and grading, so that no individual building site is stripped of its vegetation cover more than 30 days prior to commencement of construction through implementation of a reasonable schedule to minimize the amount of time for site clearing, construction and restoration. Section 2: Project Description Applicant proposes to redevelop subject property in a residential fashion. Applicant proposes to remove the existing single-family dwelling, porches and brick patio (all measuring 2,465 ± square feet) and located a minimum of 2.0' from the landward edge of the tidal wetlands boundary, and to remove the existing cesspools located a minimum of 13.0' from the landward edge of the tidal wetlands boundary and likely installed into groundwater. Applicant proposes to construct a new single-family dwelling measuring 3,870 square feet± "footprint"; a rear 935 square foot terrace containing a swimming pool& spa measuring 897± square feet, an upgraded sanitary system 730 cubic yards of clean fill and surrounded by a retaining wall measuring 120.0' ± in overall length. The applicant would install a French drain along the Limit of Moderate Wave Action. The applicant would install underground electric from the existing utility pole to die proposed dwelling, 4' from the wetland boundary at its closest point. Applicant would provide for onsite drainage control for dwelling and driveway to capture and recharge a 2" rainfall event. §236-10 requires that a Drainage Control Permit be obtained because proposed grading or stripping of the parcel in excess of 5000 square feet is proposed. In order to obtain a Drainage Control Permit compliance with the standards set forth in §236-13 is required. Included in this Storm Water Pollution Prevention Plan is a Site Erosion/Sedimentation and Storm Water Control Plan prepared by Barnes Coy Architects and Joseph Fischetti, P.B. dated May 25, 2012. The attached Site Erosion, Sedimentation and Storm Water Control Plan contains the following structural and non-structural erosion, sedimentation and storm water controls: ❖ Haybale and silt fence details, deployment and specifications, ❖ Temporary Block and Gravel Drop Inlet Protection •'• Topsoil Staging ❖ Trench Draining with structural storm water control ❖ Drywells for storm water control for all impervious surfaces The Site Erosion, Sedimentation and Storm Water Control Plan also contains Temporary Drainage Calculations. This Storm Water Pollution Protection Plan also contains a Demolition Methodology Plan as well as a Construction Methodology Plan prepared by Suffolk Environmental Consulting, Inc., dated January 17th 2012. These plans contain a graphic depiction of the sequence of actions starting from the demolition of the existing dwelling through the construction of the new dwelling including native landscaping required by local and state wetland permit conditions. Section 3: Contact Information 3.1 Owner: Robert F. Moriarty&Lisa Grattan 162 Hillcrest Avenue Summit, NJ, 07901 (908) 379-8693 3.2 Contractor: Paul Consiglio 31 Marine Boulevard Amagansett NY, 11930 (631) 267-5402 3.3 Responsibilities of the Contractor Contractor shall be responsible for the following: 1. General Oversight of the project including review of the SWPPP and any amendments, inspection reports and corrective actions. 2. Maintain the SWPPP documentation and will conduct and document self-inspections on a continued basis and, 3. Provide copies of inspection reports if required by the municipality. 4. Maintaining compliance with the applicable sections of this SWPPP including installation of erosion and sediment controls and maintain erosion and sediment control Best Management Practices (BMPs) in all areas of the site under its day-to-day control. 5. Maintain the cleanliness of the street(New Suffolk Avenue) from construction related debris and sedimentation and implement storm drain inlet protection BMPs throughout the construction process. 6. Inspect and replace storm drain inlet protection BMPs as necessary. 7. Provide for adequate litter control. Control of construction chemicals and debris. 8. Provide for temporary erosion control as needed. 9. Suitably stabilize soils after construction by establishing permanent vegetative cover. The Contractor shall not store erodible or hazardous materials on the roadway. 3.4 list of Subcontractors Owner and Contractor have not fully bid all subcontractors but will provide a list of contractors to the Building Department if required. Section 4: Description of Soils Present at Site Soils found on the subject parcels consist of the following: Bc Beaches, 0 to 3 percent slopes (4.1%± of lot area) Su Sudbury sandy loam, 0 to 1 percent slopes (84.9% ±of lot area) Tm Tidal Marsh 0 percent slopes (11.0% ± of lot area) The main soil type and the most pertinent to activities on the property is the Sudbury Sandy Loam. Generally Sudbury soils are very deep, moderately well drained soil formed in glacial fluvial deposits derived mainly from granitic,gneissic, and schistose rocks. Sudbury soil are normally found on outwash plains and in low areas which border streams and other low-lying wetlands. They are a member of Hydrologic Soil Group B,which denotes that they have a moderate infiltration rate when thoroughly wetted, and consist of moderately well drained soils with a moderately fine to moderately course texture. Generally the hazard of erosion for Sudbury Sandy Loam is slight,while due to the nature of tidal wetlands and beaches, erosion is a natural process which involves the constant fluctuation of the shoreline. -,----,77-77,-,--77 }p < .%,.--..,,„„,—.....,,,=,°-.......„ °. 4,.. •*.' ' a f,,,`"--,4,141.,, " , a 5 %,w ",Z '' . ag ° ,r ,4% °g, '.eM$,#. r ' .Y °4 P '' _a ' , 1 Y '`.' - , ' `. [. ° ,`%''a} Jam, - µ 'y • as,+, <a atN"-/. • -;":",g:.,9 -;. " ,,e, ..w° ,.R'' �06 I¢.3� w�a� °-°�:.°�'f°'-° :Y,s, Y. <. e Y ' ° °•" A ow ' fio-..4.,;,... ' mm° °: '� 17" , °sy.e:' ,�,,"a ,,fi ; - -, ` • ,,- °,'•Po4,y °. _ 0 s1. '"acs,.i _r°.,� .. .004,w $«„`. °s A' ''.,41: .' T4'.'*;Fv Nim". des+ .., .., a3i•;' ,� � " •. ;° ° ,e; Sudbury Sandy Loam has been given a K-Erosion Factor by the US Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). The K-Erosion Factor indicates the susceptibility of a soil to sheet and rill erosion by water. Factor K is one of six factors used in the Universal Soil Loss Equation (USLE) and the Revised Universal Soil Loss Equation (RUSLE) to predict the average annual rate of soil loss by sheet and rill erosion in tons per acre per year. The estimates are based primarily on percentage of silt, sand, and organic matter in the soil, as well as on soil structure and saturated hydraulic conductivity (Ksat). Values of K range from 0.02 to 0.69. Other Factors being equal, the higher the value, the more susceptible the soil is to sheet and rill erosion by water. Sudbury Sandy Loam has been given a K- Erosion factor of 0.24, placing it on the lower end of the erosion spectrum, and as such, the dominant soil type on the relevant area is not highly erodible. Furthermore, each of the soil types have been assigned a T Factor by the US Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). The T factor is an estimate of the maximum average annual rate of soil erosion by wind and/or water that can occur without affecting crop productivity over a sustained period. This rate is in tons per acre per year. The T factor for the onsite soils are as follows: Beaches, 0 to 3 percent slopes =5 tons per acre per year Sudbury Sandy Loam, 0 to 1 percent slopes = 3 tons per acre per year Tidal Marsh, 0 percent slopes =5 tons per acre per year The importance of the T Factor is to show the potential damage to the on-site ecosystem through soil loss due to erosion. T values range from just over 0, to 5. The T values provided by the USGS show that erosion on the site is not a pressing concern,because each soil type can withstand a large amount of soil loss due to erosion, and still maintain a productive ecosystem. Even though the T Factors indicate that soil erosion is not a pressing concern for the on-site soils; This SWPPP seeks to minimize soil disturbance and soil loss, while applying best management practices (BMPs) including stockpiling of top soil, temporary soil stabilization, and seeding of all disturbed areas. Each of the soil types present on the property is also placed into a wind erodibility group by the US Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). A wind erodibility group (WEG) consists of soils that have similar properties affecting their susceptibility to wind erosion in cultivated areas. The soils assigned to group 1 are the most susceptible to wind erosion, and those assigned to group 8 are the least susceptible. In this case, the classification into a wind crodibility group is without import as the proposed use is for a single family residence, with no area being left without vegetative cover excepting that of the natural occurring beach. Section 5. Construction Phasing Plan and Sequence of Operations Demolition Phase I: ❖ Install permimeter line of siltation fencing/staked haybales along landward side of wetlands boundary. ••• Delineate/stabilize construction access. ❖ Commence Site clearing and grubbing Demolition Phase II: ❖ Demolish/remove existing periphery structures (i.e. decking, septic system) ❖ Commence demolition/removal of existing dwelling from landward side (northeast), working inwards Demolition Phase III: ❖ Complete demolition/removal of existing dwelling and all appurtenant structures Demolition Phase IV: ❖ Re-vegeatate area of original dwelling (now removed) with native plantings (refer to Proposed Planting Plan). ❖ Re-install/re-locate perimeter line of siltation fencing/staked haybales further landward of wetlands boundary and are of re-vegetation. ❖ Commence site grading and grooming. ❖ Establish topsoil stockpile and retain with siltation fencing. Construction Phase 1: ❖ Implement construction staging and materials storage. ❖ Install temporary sanitary facilities and dumpster(s). ❖ Prepare for installation of utilities and/or water service. Construction Phase II: ❖ Commence driving of piles for proposed dwelling. ❖ Install new sanitary system (utilizing soil stockpile) Construction Phase III: ❖ Commence construction of proposed dwelling and appurtenances (i.e., swimming pool). Construction Phase IV: ❖ Continue construction of proposed dwelling and appurtenances (i.e swimming pool, decking, utility room). Construction Phase V: ❖ Install leaders, gutters and drywells for roof-runoff. Construction Phase VI: • ❖ Install driveway (with structural runoff controls) ❖ Commence rough grading and seeding Construction Phase VII ❖ Install French Drain along Limit of Moderate Wave Action. ❖ Final seeding and/or landscaping ❖ Install 4' wide Path to shoreline ❖ Remove siltation fencing/staked haybales line once ground is stabilized. Section 6: Implementation of Minimum Erosion and Sedimentation Control Practices 6.1 Schedule of initial placement or implementation of erosion and sediment control practices Upon the issuance of a Building Permit, the owner will use the existing driveway as construction access to the property. The wetlands area will be protected by a perimeter line of siltation fencing and staked haybales along the landward side of the wetlands boundary. Thereafter, site clearing and grubbing will commence on the construction area. After the siltation fencing and the haybales have been installed, the demolition and removal of existing periphery structures such as decking and the septic system will commence. After the periphery structures have been demolished, the contractor will commence the demolition and removal of the existing dwelling from the landward side (northeast) moving inwards. At this point the arca of the original structure will be re-vegetated with native plantings, and the siltation fencing and haybales will be moved further landward of the wetlands boundary to allow for further re-vegetation. Prior to the start of construction on the new dwelling, the site will be re-graded, and a topsoil stockpile will be created surrounded by siltation fencing. At this point, the builder will commence driving of piles for the proposed dwelling, and a new sanitary system will be installed in the northeast corner of the property using the soil stockpile. The contractor will then commence his construction of the proposed dwelling and its appurtenances, such as the deck and swimming pool. After the residence is built, the driveway with accompanying drain will be installed, as well as the French Drain along the Limit of Moderate Wave Action. Finally, the contractor will install a four foot wide path to the shoreline, and the siltation fence and staked haybales will be removed once the ground has been stabilized with plantings. All excess concrete and other construction materials will be removed from the site and suitably disposed of. 6.2 Minimum time frames for continuance of erosion and sediment control practice The erosion and sedimentation control practices prescribed herein are to continue until all disturbed areas are stabilized. Stabilization is achieved upon the establishment of full vegetated germination in the construction area. Disturbed areas are anticipated to be fully stabilized by the fall of 2013. In the event that disturbed areas are not fully stabilized, the erosion control BMPs shall remain in place until the following spring. Section 7: Erosion and Sedimentation Plan The Site Erosion/Sedimentation and Storm Water Control Plan prepared by Joseph Fischetii, P.E. and Barnes Coy Architects dated May 25, 2012 and attached hereto at Appendix A. This SWPPP envisions the implementation of these temporary sediment control measures consistent with the standards contained in the §236 of the Town Code. In essence, disturbance over the land is minimized and any sediment laden stormwater would be controlled by strategic placement of haybales and silt fences. New Suffolk Avenue would be similarly protected during construction. Upon completion of the construction and full stabilization of disturbed lands including the implementation of the landscaping plan required by the Planning Board, a French Drain will serve as a permanent solution to controlling runoff from the property into the Great Peconic Bay. The permanent solution is a structural upgrade for the site and a benefit to the town. 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'. \,\,— •%,`,,,,,,,i- ";',„ .. ''''-3 PWww",,11C;;7,4:4";1›.-, .,J.'tO.„.i . .A,-<,',.4',,,, ;44",,-7 •51,',''' '"' ''' — - —4,,,,-- - -- 4. ,-; - .•,..k,....4.„,e A 4‘ --,,4 ,,,,. ,‘„--.., ,,,,..„._ ... - r, -,,:,. ----' --p ,...- '‘...:. ----- . ..‘ , ° ;,,,,..kt.; . ifctstir, -.,, " AO I•,,, ,,,,,,'" I . .. C' ,- --'-`4e;."-- ;'- illoor '444' . , -• •• ** 4'. -,r*..- • 4*4 ., * ,,..r.,:-#*-* r--"-.", . • - * Section 9: Maintenance Inspection Schedule The proposed residential structure is to be owned/occupied. The contractor is responsible for the implementation of this SWPPP. As such, maintenance and inspection will be continuous and ongoing throughout the construction process up to full vegetative stabilization of disturbed soils. Thereafter, the owner will insure that the structural runoff controls are maintained in good working order. Section 10: Pollution Prevention Measures 10.1 Litter Control and Control of Construction Debris All litter and waste materials will be collected and disposed into a dumpster. Only trash and construction debris will be disposed of into the dumpster. The dumpster will remain covered to prevent wind born dispersal of deposited materials. Once filled to capacity, the dumpster will be removed and replaced by a private carter. Waste concrete will be collected and removed from site by a private contractor upon completing the construction of the building foundation. Materials such as wood pallets and cardboard will be collected and recycled. 10.2 Control of Construction Chemicals Waste materials including petroleum products, paints, solvents, and used oil filters will be stored in structurally sound and clearly marked containers. The containers will be kept separate from the litter and construction debris and disposed of in accordance with applicable regulations which pertain to hazardous materials. Section 11: Proposed Planting Plans Proposed Planting Plans have been prepared by Suffolk Environmental Consulting, Inc. and have been included in this SWPPP at Appendix D. The Proposed Planting Plan last dated January 19', 2012 depicts the establishment of an approximate 24,700 square foot buffer to wetlands which comprises 45.2% of the total lot area. This buffer would be passively re-vegetated, and would lead to an increased area of wetlands buffer on the property. Furthermore, an area of active re- vegetation utilizing Groundsel Bush would be implemented. That portion of the property landward of the Limit of Moderate Wave Action will undergo formalized residential landscaping. Appendix A: SWPPP Checklist prepared by Suffolk Environmental Consulting, Inc. on May 29, 2012 Tow; . of Southold ® Chamber 236 m Storm ester Management 4. _dal,1 SWPPP - Storm Water PeiHutio ., Prevention Pia i Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) i APPLICANT NAME: Owner-Agent-Consultant-Contractor or Other (Circle One) Property OWNER:(if Different than Applicant) Bruce Anderson-Suffolk Environmental Consulting,Inc Lisa Grattan,Robert Moriarty Address:P O. Box 2003, Bridgehampton,NY 11932 Address: 162 Hillcrest Avenue, Summit, NJ, 07901 Telephone#: Fax*:631-537-5291 Telephone#:908-370-8693 I Fax#: E-Mail bruce@suffolkenvironmental corns Mail: Property Address: 11860 New Suffolk Avenue, Cutchogue, NY Brief Description of Construction Activity,Proposed Structural Blas,Soil S.C.T.M.#: Stabalization BMPs,Project Scope and/or Sequence of Construction Activity 1000 116 06 09 (Provide Additional Pages as Needed) District Section Block Lot Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: See Attached Description Paul Consiglio Contracting, Inc. Address: ,,..._._.._..._..... ..... ........ ..__._ .._... . - ,.,._..._.._ ._ _..._..___. P O. Box 332, East Hampton, NY, 11937 Telephone#: Fax#: �_.,.._ ... , ,_ .,. ,__... u..., .._... . __ __. 631-267-3852 631-267-3854 E-Marl: .,._,_..,_.._.,. ,-_,...____.._._ __._ ...... ........ - ......_,.,._... _.__. paconslg@yahoo corn Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice: Same as Contractor .. __,...____________.__ ...._...-_-_-„-_._._... ............ -.-, Address: Telephone#: I Fax#: ___ _ .-.-._w__.-_____--__.___...___.._--__..,_w.........W,_.-. E-Mail: Total Area of All Total Area of Land Clearing Project Parcels: and/or Ground Disturbance. .__..,... ,...-.u.,,..,z-M-.,_. w_. (SF/Acres) (S.F/Acres) Project Duration: _,-_,_.____-...,_,._-.... _.-.-w....,_,.-_. ,,.. ._._.. __ Start End (Anticipated) 16 Months Date: 6/12 Date: 8/13 (Number of CalenderOays) ..—...,,..,...._„-max..--- .,.. ..,.... . ... ... ......,..,.,.,,._-,...,....----' Will this Project Disturbe five(5)or More Acres at ® i::::0 Any One Time During the Proposed Development? Yes No .....w .._..__•.-. .,.-...._......_ ..,,.•....,........_,....,_ ...,-,•---- - If YES:Please Answer the Following! -. -•---....•.. „—• .-.,,.. -..,,.,.-.-., ..,.-.,.-• ,...... ...... ......•. -.. a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No .-- • . . - "- .- . - - . -... ._ ' b. Does the SWPPP Indicate How Frequently the Site (f n List the NAMES or description of all Potentially Impacted Weterbodies and/or Wetlands: , Inspections will Occur and for What Period of Time? Yes No Great-Peconi c--Bay..... -.- -- c. Does the SWPPP Adequately Identify All Temporary 1F11 {r-ri and/or Permanent Soil Stabalization Measures? Yes No d Does the SWPPP Adequately Identify a Complete ® 1:1= .. ` - - -- - _ _ . .. - - - _ - _- Project Phasing Plan? Yes No Status of Impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired...) e. Does the SWPPP Indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality 9 Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eg.Lake,Creek,Bay,Pond,Sound,Freshwater Weiland._) Of Intent and SWPPP Acceptance Form for Review ® , by the Town of Southold? Yes No Bay`` Y — - STATE OF NEW YORK, Suffolk COUNTY OF SS That I, Paul Consiglio being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the Contractor (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the 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 mann -set forth in the application filed herewith. Sworn to before me this; 1 day-..r--- 20.1.Z. , `• --- M tthi'AN 0, Ivans Notary Public: /. r y --_ _—_ -its i,.:.�.uhL.; 01i\lr\r,.. rork • 11in, i(aii52 ;.'iu jSignatureofApphcant) SWPPP Assessment FORM 03-12 _ uai'iii'( In N''tioin- •ounty Commission Expires January 22, 20/7 'd .S ; 4 , T.O.S. "SWPPP" Preparation - Chapter 236 For Department Use Only Storm Water Pollution Prevention Plan o S.C.T.M.#: Property Address: : 1,� Review Checklist Checklist # 1 1000 District Section Block Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: s a i Plan Sheet (Does the SWPPP Adequately Provide for andlor Indicate the Following:) YES} NO N.A. Explanation for NO or NA. Location(pg.#) 1, Drainage Calculations&Stormwater BMPs Designed to contain a Two Inch Rainfall On-Site. ' 2. Construction Phasin Plan Indicatin Se uence of Pro osed Construction Activities. _ _3._General location_Map: _.._.__ CED 1TIi__. __. . ._ ________ _.... .......... .._ .-__..._._... ._ ____-...____"_ - 4. DralangeSite,Plan Drawn to Scale at Sixty(60')feet_to the Inch or larger indicating the Following:_1=11 ® C] -, __a,_ Location and Description of Property Boundaries;_ _-_ 1= cla j®; _ b: Site Acreage* -_-__,r-r-o CCU lir`:.__.__ C. AllExisting. Natural and/or Man Made Features on and within 50'of the Property_Boundary; -rpt ■•1'0Ni i d, Test Hole Data Indicating Soil Characteristics&Depth to"Seasonal High Water Table; I int imi ®, e. Contours Indicating Property Elevations(Min.21; 1 iEli ® CO f. Spot Grade&Finish Floor Elevations for Existing and Proposed Structure's; ,MI -- g. Location of Wooded'Areas&'Isoiated'Trees with Minimum Dimension of 1$"Diameter (ED fl_n Epi - h. Sotl Conservation District soil'survey. -4 { .' 5. Background Information about the Scope of the Project,Location&Description of the Site, i(T_ri rr_o Proposed Changes to the Site and All Existing Development on the site including the Following-_1 i ! -. -a.,Allfmprovements including Total Area,of.Lertd.Disturbence&Total Site Area;--_._. ._ '1:171,1 1,®, b. All Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume ; :CEP _ - •- .& d;__- ._Nature of Materials Involve _ I ' ___c_ Ali Areas-Requiring Clearing andlor„Grubbing______ _ _______ _--_--__-_-_ _ _- i[.Q� J;Oa:C); - d. All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately be laced; ®' ,Oa i®: e. All Tem orar &Permanent Vegetation to be Placed on Site; OD:am! ■ii f, All Temporary&Permanent Storm Water Runoff BMPntroea Col Measures Proposed; __ _ OD U i•l, g. The Anticipated Pattern of Surface Drainage During Periods of Peak Runoff; h.-the Location of Roads,ads,Driveways,Sidewalks,'Patios,Structures,Utilities&Other _-..__ ._.__ _-b____--_. .._..__._.__.. _ ..---•---- •----__-•-- _ - improvements Including'fernporery Access&Donstniction Staging Areas; I: The Existing&'Phial Contours ana of Spot elevations"Off esite. CO, ® EDI 6. A Schedule of the Sequence for the Installation of All Planned Soil Erosion,Sedimentation &Stormwater Runoff Control Measures. CM;OD 0711 7. Description of Pollution Prevention Measures that wit be Implemented; COI= 8. A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or I , Implemented for Each Construction Activity that will result in Soil Disturbance. i ' i • 9. Description of Construction&Waste materials Expected to be Stored On-Site. ;MI'®'(:DI 10. Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the sr�-�I s - New York State Storm Water Design Manual Technical Standard. I�-1=Y:®s®a 11, General Site Plan and Construction Drawings for the Project, - IOD t "» _ "" '`` 12. mensions,-Material Specifications&Installation Details for Al Erosion&Sediment Control Practices. , 13. Temporary Practices that wit be Converted to Permanent control Measures. 11TI ED ® y' __,_,-»-„-•»•_. _..___ ,_.,„.._ .,,._ "_._.___ _._ 14, Implementation Schedule for Staging Temporary_Erosion Control Practice or BMP. „ICED £0I . 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& ICCI I C17[11:01 Sediment Control Practices. I 16. Vane's-of Potential Surface Waters of the State of New York andlor MS4 that may be ,���I� " Impacted by Development- ILS+ u m 17. Delineation of Storm Water Control Plan Implementation Responsibilities for Each part of the 1 a=n .-•»_.."."...,' .. Project Construction Site. 18. All other Existing Data that Describes Storm Water Runoff and/or Natural Drainage Swales. 11=13 ®{ 19. Identification of All Contractor(s)/Sub-Contractor(s) Responsible for Installing,Constructing, ,tom 1® Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. r Storm Water Management Control Plan Checklist#1 : 03-12 :•dasuwcz,r- DEC "SWPPP" Preparation - Chapter 236-19 For Department Use Only: fe ' ' `_ Storm Water Pollution Prevention Plan S.C.T.M.#: Property Address: i!!"✓4' .?�,� �; Review Checklist Checklist # 2 1000 1109/ '''' Items to be included with Checklist#1 when Article III is trigered.) District Section Block Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: - Plan Sheet (Does the SWPPP Adequately Provide for and/or indicate the Following:) YES NO N.A. Explanation for NO or N_A.Must be Approved by SMO Location(pg.#) ..1.....Does the Plan indicate and/or Show all Items Required by 'Checklist #1" in this Packet? MI [�J T 2. Does the Plan Indicate and/or Show a Description of Each Post-Construction Stormwater CO ECI1 [1:1E1- Mana ement Practice? 3. Does the Site Plan/Construction Drawing(s)Indicate and/or Show the Location&Size of I.D1 El= EEO _ Each Post-Construction Stormwater Management Practice? 4. Does the Site Plan/Construction Drawing(s)Indicate and/or Show Hydrologic&Hydraulic Analysis rr7ii lm _ For All Structural Components of the Stormwater Management System for Applicable Storms __ 5. Does the Site Pian/Construction Drawing(s)Indicate and/or Provide a Comparison of Post- Cil 0=0 DEB Development Stormwater Runoff Conditions with Pre-Development Conditions? 6. Does the Site Plan/Construction Drawings)Indicate and/or Show All Dimensions,Material COISpecifications&Installation Details for Each Post-Construction Stormwater Practice? CO 7. Does the Site Plan/Construction Drawing(s)Indicate a Maintenance Schedule Provided by the Constractor(s)to Ensure Continuous&Effective Operation of Each Post-Construction COI CCU ice] Stormwater Management Practice? 8. Does the Site Plan/Construction Drawing(s)Indicate and/or Show Maintenance Easements to Ensure Access to All Stormwater Management Practices at the Site for the Purpose of Inspection COI CEM Cm No easements exist and Repair? w_...._ .._. .. .,.... .. .- - _______ _ .. _ . .- . 9. Does the Site Plan/Construction Drawing(s)Indicate and/or Show Inspection and Maintenance Agreement(s) that are Binding on An Subsequent Landowners? CO ® CEOi 10. For All Activities meeting the Threshold in 236-19(B)(1),the SWPPP shall be Prepared&Signed ° By a Professional in the Principles and Practices of Stormwater Management&Treatment Who c aa � Who Shall Certify than he Design Meets the Requirements of Chapter 236. 11. Does the Plan Indicate and/or Identify All Potential Sources of Pollution which may affect the Quality of Stormwater Discharges? ® [CI] 12. Does the Plan Provide Documentation Supporting the Determination of Approval with Regard irn EED C=; Not relevant to the property to Historic Places or Archeological Resources that includes the Following __ _ t _ .•. __ _._._.._.....,... a. Information whether the stormwater discharge or land development activities would have an effect on a property that is listed or eligible for listing or eligible for listing on the E[[n State or National Resister of Historic Places t b. The Results of Historic Resources Screening Determinations that have been Conducted; i la ® ® _, ,,,,,,T•-_,•__ -- __, • _ .,-, „ c. 'Description of Measures Necessary to Avoid or Minimize Adverse Impacts on Places Listed, or Eligible for Listing,on the State or National Register of Historic Places;and L. d. Where Adverse Effects May Occur,Any Written Agreements in Place with the NYS Office 1 of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to '® CCD CID Mitigate Those Effects. __ 13. A Description of the Soil(s)Present at the Site,Trciuiling an Identification of the Hydraulic Soil Group. --_-___a 14. Identification of Any Elements of the Design that are not in Conformance with the i - ----•___.___.._.___ _ _ Design manual,Including Reasons for the Deviation orAltemative Design and a Description ;ice ® n-n All elements are in conformance of the Equivalency with technical Standards. 15. A Hydrologic and Hydraulic Analysis for All Structural Components of the :CCU EEO COI Stormwater Management Control System. 16. A Detailed Summary,with Calculations,of the Sizing Criteria that was Used to Design 11=11 All Post-Construction Stormwater Management Practices. i ®l 17. An Operations and Maintenance Plan that Includes Inspection and Maintenance Ilia CID; and Action to Ensure Continuous and Effective Operation of Each Post-Construction Storm Water management Practice. + Storm Water Management Control Plan Checklist*2: 03-12 - Town of Southold - Chapter 236 - Stormwater Management ITV CONTRACTOR CERTIFICATION STATEMENT Prior to the commencement of construction activity,the owner or operator must identify ALL contractor(s)and sub-contractor(s)that will be responsible for installing,constructing,repairing,replacing,inspecting and maintaining the erosion and sediment control practices included in the SWPPP; and the contractor(s)and sub-contractor(s)that will be responsible for constructing the post-construction stormwater management practices included in the SWPPP. The owner and/or operator shall have each of the contractors and/or sub-contractors identify at least one person from their company that will be responsible for implementation of the SWPPP.This person shall be known as the trained contractor.The owner and/or operator shall ensure that at least one trained contractor is on site on a daily basis when soil disturbance activities are being performed. The owner and/or operator shall have each of the contractors and subcontractors identified above sign a copy of the following certification statement below before they commence any construction activity: CERTIFICATION "I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection.I also understand • that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System ("SPDES")general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards.Furthermore,I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal,civil and/or administrat- procee 'ngs." General Contractor . Q30//-i____ NAME Title: Date. in addition to providing the certification statement above,this page must also identify the specific elements of the SWPPP that each contractor and/or sub-contractor will be responsible for: Specific SWPPP Element: Responsible for all elements of drainage control, erosion control, (Please Describe Here) and soil stabilization. (See attached description) NAME and TITLE of the Trained Contractor(s) Paul Consig110 General Contractor 5/1 7/1 2 responsible for SWPPP implementation; NAME: Tide. Date: NAME,address and telephone number Paul Consiglio Contractin Inc. of the Contracting Firm; g .... _, ._... . ,:... ..w_. .W..___.. - P.O. Box 332 Ea- llampfon,-NY,4f1"g32_....--___. __...__,..a.... 631-267-3852- --_.. __,_,.__..._..._...... __—_-......,_ Property Address and Suffolk County Tax Map Number of the site; 11860 New Suffolk Avenue ______•_____ •_ ,•, Cutchogue, NY,-11935 ___________ S.C.T.M.#: 1000 116 06 09 ____..__. . ._.,�..._.__. District Section Block Lot _____..____ •. ,,,.,,, ___ The owner and/or operator shall attach All certification statement(s)to the copy of the SWPPP that is maintained at the construction site. If new or additional contractors are hired to implement measures identified in the SWPPP after construction has commenced,they must also sign the certification statement and provide the information listed above. For projects where the Department of Environmental Conservation requests a copy of the SWPPP or inspection reports,the owner and/or operator shall submit the documents in both electronic(PDF only)and paper format within five(5)business days,unless otherwise notified by the Department. SWPPP Certification Statement FORM: 03-12 Appendix B: Demolition Methodology Plan prepared by Suffolk Environmental Consulting, Inc. on January 17, 2012. . GRATTANProperty - Demolition Methodology Plan Situate: 11860 New Suffolk Avenue;Town of Southold, New York — SCTM#: 1000— 116-06-009 DEMOLITION-PHASE I: NEW SUFFOLK AVENUE rte-= 1•. !� ; N rte. _ ft -_- ^ Install perimeter line of = siltation fencing/staked haybales along landward ;^.�.,,;. ,. / E side of wetlands boundary. ,,:_.., °,,,,,,i,-1,-,,,,,;,-.4 61f • Delineate/stabilize m -flr; e,u..Jr- Sconstruction access. ,''4' - '''<:.4:',..,-',-'1,: , ii.^til tf IA IVi'i.1I)'}n�: • Commence site clearing and grubbing. •• e • • • e n , • • • PROPOSED • CONSTRUCTION • - ACCESS : s • : " EXISTING DRIVEWAY • SEPTIC • • %, . i',4-•,,,;1,6,,,•.,,,, , , • • .,' . ; .:: J .,; ri ; . . .. am. . STAGIN G p wa.. AREA .kf. i3 t ' ',,Y' '' ■ •. •• • •L S 5 • \ • o^ _ :__ ---- -- - - - - i i _ a • 0 • • r^• • cAs• • V. '•. V +ti .® ••••••0•■0••••I•••••••••I•••■0••••• 4_ i W4.11;--, EDGE ofBEACiH MHW GREAT PECONI C BAY Date: January 17,2015 Seale: NSA SUFFOLK ENVIRONMENTAL CONSULTING, INC. Drawn by: nrdr Comments: Adapted from the survey of subject property as prepared by PECONIC P.O. Box 2003 • Bridgehampton • New York• 11932 SURVEYORS•P,C, (631) 537-5160(phone) - (631)537-5291(facsimile) 1 1' • GRA TTANProperty Demolition Methodology Plan Situate: 11860 New Suffolk Avenue;Town of Southold, New York - SCTM#: 1000- 116-06-009 DEMOLITION'-PHASE'II: NEW SUFFOLK AVENUE fJ • , Demolish/remove existing `=- .T— f �t / `^ perip}iery structures (i.e., •' , _�.�. � __r ;decking, septic system). - - '- -, W di B • Commence - . •• t;: �� demolition/removal of l,,ISI:1�1r 1941:),i,7.(:(,,,,,j1.. I% S existing dwelling from =� x 4 , .,r:: l� landward slde`(northeast), . P, (a<inrpresesved)`;p4' • `n (»!,siltation fenciug'�.,: working inwards. S, . a 1 • X ■ t.- • • • �)` • fi t\( l J ■ • ■ R : S ■ • • EXISTING DRIVEWAY , • , • • • • 4.• • • 1, -;;I:.,;7,v,'1%:.':;,,,,i,\44 :• � g 'STAGING :",,I,..-:4 ,,a,....,-,- FAREA A : EXISTINC3.DWELLII� •• -`S. r .'••e• SILTATION FENCING/STAKED HAYBALES s • • ♦ 'Cn • 0 • 4.0.04, • • . ' , \- -i ,: ,_MINV, -- " '' s• ..........................••• --4 k WALL. EDGE of BEACH MHW GREAT PECON jC BAY Date. January 17,0010 Scale: N/A SUFFOLK ENVIRONMENTAL CONSULTING, INC. Drawn by: mull Comments: Adapted from the survey of subfec t property as prepared by PECONIC P.O Box 2003 • Bridgehampton • New York • 11932 SURVEYORS,P C, (631) 537-5160(phone) - (631) 537-5291 (facsimile) ai= GRA TT ; ,,. ANProp ert Demolition'Methodolo, y P.l�an , . '', ' - ",-s'Itu-at—e: 1,1860-N'ew'Suffolk Avenue;;Town o£Soutliold,'New York -'SGTM - — - #: loo0 1ls os "oos' 'DEMO I'TION'-PHASE VIII:' • „ NEW S UFFOLK AVENUE ' 5',:r'''''' _ N k,, ,Complete`'. �-,I,, - f = I ;demolition/remou r.,--.'—',--.2 " , -� al of; �' ��,° existing`,dwel ing.and'�all , `( appurtenant structures.' � ;,u.x'P � ■. �• L,t 4'n.,,i r,aw'f*.i5""gip ' • 1t�,xis'1'tr�,ir,' K, ``iU'R.he pfe crveri) i , 1_] • v •• 7(:(rv'sil:atrork,tO in , • • , • , s ' 4—`- b: • , , '.'}1 :• 1 •: EXISTING DRIVEWAY • ...., : 4 • 1 x STAGING } ,,,,-. ., AREA • ",, �s �'•.• SILTATION FENCING/STAKED HAYBALES ••. • • • • • • • V. , . , \ • • i3 • is 4• N • ' °t „r 4 "•R • EDGE of BEACH ' MHw GREAT PECK NIC BAY Date: January 17,2012 Scale. N/A SUFFOLK ENVIRONMENTAL CONSULTING, INC. Drawn by: nal: Comments: Adapted from the survey of subbect property as prepared by PECONIC P.O Box 2003 • Bndgehampton • New York • 11932 SURVEYORS,P C, (631) 537—5160(phone) — (631)537—5291(facsimile) • . . . GRA TTANProperty — Demolition Methodology Plan ' - - , Situate: -11860 New Suffolk Avenue; Town of Southold:New York - SCTM#:- 1000- 116—06-009 , DEMOLITION PHASE Iv: NEW SUFFOLK AVENUE---k .,-------- - ,,- L. - - - -,:-_-1-_--)-1 - ' ' r : N -'---c_ , . '''fr.--e,:-- — ' „Re-vegetate area of .' . , _., , original dwelling..(now 11 . , , , • • removed)with native - -- p L., propoSed Planting Plab), .. ., lit'''.:. :;-:', '-',.::,:',',44•';'':1 j1 , ., Re-inrstapll/i'e-,l„.o, ,cate ' .'- :1:', i,:tti•/''''t',%',4;,'.(,(d-.';),4--1q..,-1i-. S , . (9Ze1;perinetr lineot siltation .• ,.(- • - fencing/staked,haybales • ".---x1 /L-r -. ,,.., - ,. further landward of , • --,-...,- wetlands boundary and- . • idea of re-vegetation. . , ' • , Commence site'grading . , ' ,',• " ' and grooming. , ' • ' Establish topsoil stockpile - , , • and,,retainwith siltation., , • '•,.,,!',,,,• ;,' . ,• PROPOSED SITE • ,.4b- 4 ,, - . , fencing. ' '- _ GRADING& . PROPOSED AREA • ................-- • ..........%.%.%... - . %....%01,0%..%.%.%.%.:. e .. % ..... % % 17.CtiCl..1..% ""CIPAIISI:. L s. GROOMING ' _Os , , P'.'R 0te:..%.:P...0.......:.:.S.......E;;..fi S...r......:I..:J...,..._..7:.'?:1.7............, STOCKPILE _ .at''''',, (l/s.11.t::'1on,fen:ing) • ,., , of . .%.%•%•%- --, , RE-VEGETATION . '...e..........e......:. .......e.c:e....c.......e:e.T. , .*:.:,7.1%:1*.l.1.:::41.11.1.iPP,e,. .:RV:::::.:::::.*::41::.::.::;::..,, .......%.%%%.•.▪•%.%........%.........%., „ NG/STAKED SILTATION CI 7F--i-------..— \ .4,,.........▪...........e......p.; -,re.ln...1:14111•*%1:41.7.: \ ' ... **. \ .... HA YBALES 1 • _ _ \\ \\ N .. • I • _ • ______ _____ _ ___ _ . • • -- ---- - - ' - ' \ • 0 •••tA \ • 0 •...". N *e. •,,,t" •7 .4. , \ •••6(P , „ , - • , , . .., I 1 .** .0`.. •• ' ........ , .. .......................•... . .EDGE of BEACH A4HVV.. GREAT PECONIC BAY Date: January 17,,201,2 Scale. N/A SUFFOLK ENVIRONMENTAL CONSULTING, INC., Drawn by: , nidi Comments: Adapted from the survey of sub)ect property as prepared by PECONIC P.O. Box 2003 • Bridgehampton • New York • 11932 SURVEYORS,P.C. (631) 537-5160(phone) - (631) 537-5291(facsimile) I ,' Appendix C : Construction Methodology Plan prepared by Suffolk Environmental Consulting, Inc. on January 17, 2012. GRATTANPropertyh N Construction .Methodology Plan • ' , Situate:, 11860 New Suffolk Avenue;Town of Southold,New York — SCTM#: 1000— 116-06–009 ' - CONSTRUCTION- PHASE I:, NEW SUFFOLK AVENUE .r ;:+ ...., :.. } 1 N '- W 'Implement construction , rµ... „ PROP.()SE!)T.EMPORARY `:' staging arid materials ' SANITARY FACILITY , storage. `j ` • ' ,Install,telnj orary sanitary °® ( x;ti;i't€khTI1 J facilities and duinpster(s) °r,. t ` ' ;"} • Pt'epal c•for installation of p 0,',: 'fr •Fcrt:<•tl+ ' _ (7 /r S ° © �r� lit,' i t. ft 'S.5n6 �" •�J A i . ' , utilities and/or water ` ; - / ; service. p; • _......'... ' • ' JO ,. 9 \ I —•— e ` I • I is I 1 1. \. I ' 1 1 . \ �` 1• I s •' \ �r 1 ° \ 1 1 • ®• , 9, . • PROPOSED SOIL I I STOCKPILE i. 1 • ' (w/siltation fencing) i 0 1 1 I I l'Is()f'(Y 1) \id'\ 1 1 i , rtl 1 i ,:'-,1,;.; . I 1 til -L),(;I„;',\ l'l();' "`'.^ ° ;'+', ;',`,�`,','•;,+;'•� •� I ,+',',x .2; 1%:+�;� .,...•�`17;0+ I ..:4r'r+rr4+'r�rr� ;'�rir ;:};�rr�rr�ff ' \ 1 \ •.•o°• SILTATION,�ENC'ING/STAI Ell NA- 0... b I BALES a e • • l G�°e oma•• t.• y1• �e \ • .. IIIA ' , •o e• 4C:lt f' EDGE of BEACH i MHVi' GREAT PE NSC BAY Date: ,Ianumy 1 7,201' Scale, N/A SUFFOLK ENVIRONMENTAL CONSULTING, INC. Drawn by mill Comments: Adapted fiom the stir\ey of sul1Lect propel ty as prepared by PECONIC P O. Box 2003 • Bridgehampton ° New York • 11932 SURVEYORS,P.C . (631) 537–5160(phone) – (631) 537–5291 (facsimile) = . GRA TTANProperty Construction Methodology Plan , Situate: 11860 New SuffolkAvenue;Town of Southold, New York — SCTM"#:.•1000- 116—06—009 . . . . W_I CONSTRUCTION- PHASE II:' NEW SUFFOLK AVENUE . .,. N Commence driving of piles f. PROPOSED TEMPORARY , "^ � for proposed dwelling.'' SANITARY FACILITY # 1 Install' sanitary system �. ,J (utilizing soil stockpile)• • w / tiff,„ ti(rl)t,rlE;c ,i• � j 'INi(\ Of • s : - ) ,... ! ,..< ,.._., ,.....,., 1 ' til. , • (t 'St. NIlt :lit£(}£y; • ..•.....,,fff • t s ` I • r° 11. • • 1 r — — —•—•—•—I—.1 1._•—•—•—•—•—• PROPOSED SANITARY ° •\ 1 .. \ 1 1 SYSTEM • • • ■ 1 I 1. . • • • •1 • • 1 ' •• 1 1 • • 1 e 0... 4 `5;`'� 1 •• I PROPOSED PILINGS' • :. '-‘,..:.••,.........::...,,, itiM1, 1,M1y,.......• ,,,,.......1,1::::,,,,,•:.::........s.:•,....,....... ,, , ti4:1 , ti_ r, r, •r • i4\ 1ti\M1�til + ® tit1i �; ,Lytr : • • • ▪ .▪ ..A. t 1'••y',,,.k M14 :1 .:\s o••,,,,,A., , •% r I..:..••• •i :•:rrr,+rrlrr'+'rrrrrl.....,/,......::j•r;rrl.•.+.IZ 1 . ••S +?rr*r?fr....rr•r•?7r r r/�• rj �l rrr) �` 1 •�, rlr fr rr rJr ' S ,rr+l r�rr ••}r.++r jl.�+.+lr rrrr..rr.r+rr, r SILT N F , L •••• ATIO° a ENCING/STAKED HAYBALES e o , e e \ e o • ''''i• �e •s O° �o �♦ \, , f O• • ' _1111•Itr • s♦ WALT. EDGE ot'BEA CH MHS' CREAT PEC® NIC BAY Date: fanuaiy 1",'2012, Scale: N/A SUFFOLK ENVIRONMENTAL CONSULTING, INC® Drawn by: mdi Comments: Adapted from the stuvey of subject property as prepared by PECONIC P.O. Box 2003 • Brid eham ton • New York • 11932 SURVEYORS,P C:, g p (631) 537-5160(phone) - (631) 537-5291(facsimile) GRA TTANPr®perty — Construction Methodology Plan . - , Situate: 11860 New Suffolk Avenue; Town of Southold, New York 7SCTM#: 1000— 116—06—009 CONSTRUCTION -PHASE III. NEL-SUFFOLK AVENUE N ° Commence construction of , � d d ->.,PROPOSED TEMPORARY - , proposed osedwellinganSANITARY FACILITY , appurtenances( .e., ° k l swimming pool). < _ Vw o >„ r r e e •a a. / i d /' 1'1 .., f ` L. • • ® O r> [Tj • !tip ;at• <rZ»�,ns;;, -- - � r / - • W ,' a ,(� i • • ,. / / 04' ••' E44 ms` I % / — 9 e 1— 1 e y / L. e \ I — •r •\ I r I.1 I • 4 - -.L._._._. 1 PROPOSE[)SANITARY ® ` SYSTEM e ` 1•, \g\ ` , • \f• PROPOSED DWEELLING , (7.'I I c) ^+, , • . r 4 Y -• • : I • ., s('''''''b Mr 1. 4 ; c • T: e ,1,1 ;.; •Y,.L,' ' Jr ' I f I r'' • e::;r/;/r`�rrr/ f. r.et j-j r•f; '- I i ♦••.', r':•'rrr:f:.:r :}r' r', i I TIC) ,FENCING%STAIiED7 '— ••• HA YRA LES • e • \ • G, � •0 & et4 a e .� ie •,t e e 0 ' 'i i _.MII�'V ,1 • •O i •eee•e.eee•e•eeee•ee••e•ee••ee•e•e•® e 1 , n / EDGE of'REAci ---- ------_- ____- MHS• GREAT 1'EC® _. . NIC BAy Date: January 17,2012 Scale: N/A SUFFOLK ENVIRONMENTAL CONSULTING, INC. Drawn by: mil: Comments: Adapted hum the survey ofsuhlect pi(Telly ati piepaied by PECONI( P.O. Box 2003 • Bridgehampton • New York • 11932 SURVEYORS,P.0, (631) 537—5160(phone) — (631) 537-5291 (facsimile) •. . . , . . , . . . • " . . . . „ . 'GRA TTANProperty — Construction Methodology Plan Situate: 11860 New Suffolk Avenue; Town of Southold, New York — SCTM#: .1000— 116—06—sops . , , ...1 CONSTRUCTION - PHASE IV: NEW SUFFOLK AVENUE ., • Continue construction of ,_ -PROPOSED TEMPORARY, " . proposed,dwelling and SANITARY FACILITY appurtenances (i.e., ' . swimming pool, decking, -- - — - -- , ....31%.,AltiliOAMOIMIlienparala lommom.. .. .. .r utility room). 191,0•No. / /(f ' ,fe ,' 11-•".„, . ,. • Lt) . ,, H • , . , v.: / A.."7"..."'"....... IA ili ,,./...- '•' •t. 4.4 11 1 >: t.:.,;(*.•>,, (7,::11,11.'?,1"1.011d!`I.,\.4irj " $ )1 It.• • i. ei 4 a /. 1,ttt, •11•,ng,/,01,, ° - • .., t it A . • • ,•E43 • . ,Cr, ' • . • , 440 ii, Z , • O , ,.., / d i. '''''''''' I / % '' ' ‘''' • ,.-, N _,. . , 3 i 0 ' 'at.' I i I 1 • , ? ° ' \ 1 / i 1,11 il'iip • • ,, , . L--=1 : '1 • • \ 1 ( ...•.7-, ! PROPOSED SANITARY i SYSTEM •• ' \ • ,' ' • : \ - • • • .t • t • A 1 • ; \ N. 1 • i• . •....1 • i PROPOSED DWELLING , I itt /C.) ... - • . . l• . -: , '' , . • ° . , . •., '''l'i:•0 • • , . • • .! •": 1 1 ' •'...;,. . •= • •, .• ,...• • .. , • ' , , z..... °. \ .•. .. • , f 4 ! . '- . ' 4..: Osp ,4......,'' : ' ) .:. 40 0, 1,,,,:'"•,,,, '4; ...,.,, ;,:4,:44 , . Is '•:.... • , „ ,, %,,' ''''',;,, 4:-'04:/k--"''''•,'`••f•:;i'..t. , 1 ;:' ,„ s , :, : , ,. • .:•.„..•.:.:).-.:.::,:. . , -.„,2, ,.,wt, ly? ,,,,,,, , '1,//(,), Op.,•,,,, 1 ., V,.<'.:Vi,..:.....i:. \ ' i, ,. /41, 'Sii6-r ,,, ' '- .•:.c•:%:. . . .'•:'<.•-•:34••::•••:.• , -,-.:fr4,.: Q1., ;,-,,, e) Or . vc-.. .:•:`,%,•:`,..•:.\‘‘‘;;',-:•;*;.:; '. )1 •,f ••••••::,-z.',%::::•:...,..:.,,,,,,,....,,N ,,.•:\s,' 1 .......,.....\,.,•.....-....\%,..:,..,,,\,... --::;;:''.1.1,..:1:l'-'..:,•:..••:.:.::..;f:1.::::..:::.:.:..;.:.';•ff..:*::.:.•.';..::•I;......;:i::i.'?:.....5f1:.::.::i;::: :I L'T A T I 0'N T EN CI:(1i":4E. , . . i •,..,,..s%,,,,,,,,:::<•:.<.',..vcs.,\,•,..,,.....,.. \ , ,.,,, 1):'/ 6A'''':YBALES .' .. ..f.,:.•:...f.•:.•:*.•:.•:,f..f.rfef....••••\ \ , \ \ •... ••••• • % \ , . \ • , e • . \ • \ • 'C.A.* • \ C.<1;.• s - 0• \ .4,.. . ', • . . .,-1v• '‘7• 1 , , 6• s fp ee • \ . \ - \ ,• ' . I . ... II/IV ._._ .. -_. ,- e. , .. ' ..- . Met......... ••. .: ............to........." . , ., •,, •,, ; •._.__ EDt of BEA , ---— - - ------ - - .,_ • , . MHW - . ... . . . ._ GREAT -a. PECONIC BAY Date: January 17,'2012 Seale: N/A SUFFOLK ENVIRONMENTAL CONSULTING, INC. Drawn by: Ind' Comments: Adapted from the SUM ey of subject m operty as i»epal ed by PECONIC P.O. Box 2003 • Bridgehampton • New York • 11932 SURVEYORS,PC' (631) 537-5160(phone) - (631) 537-5291 (facsimile) GRA TTANProperty — Construction Methodology Plan Situate: 11860 New Suffolk Avenue; Town of Southold, New York ---'SCTM #: 1000— 116-06-009 ' CONSTRUCTION - PHASE V: NEW SUFFOLK AVENUE N Install leaders, gutters and `f . ,,ti PROPOSED TEMPORARY / ' drywells for roof-runoff. SANITARY FACILITY :a w ; t is1 N,;,,,,,,,�T , , �, _......., willi 111 ,,,,5'C' ; I •s.......,I PROPOSED DRYWELLS a jr E — . \ I IT 1 I PROPOSEI)SANITARY a SYSTEM •\ , K I . • i \iJ ROPOSED DWELLING I i PROPOSED DRY-WELLS <, •° .',.. f" �9�t x thyy.. ^�,..c" ' sP o. Ur� f' •••.•• SILTATION O /1/ ..-.,,. , . j+ENCIK7G/STA KED HA YBALES • . art . e tt, \ e.\ C! 0 e ...--t., s , e� a •'f' 0 - ee 4 o a - t 't l l t " MI I\V .e 0 . o• e .....e.................e.........• o• , , "a ..,, S - a „5\ z ---- E EDGE ofBEACH----- --- ------ --= MHW • GREAT P EC®NIC BAY Date: January 17,2012 Scale: N/A SUFFOLK ENVIRONMENTAL CONSULTING, INC. Drawn by. md! Comments: Adapted fiom the milvey of wb,ed propel ty ati piepaled by PECONIC P.O. Box 2003 • Bridgehampton • New York • 11932 SURVEYORS,P C, (631) 537-5160(phone) - (631) 537-5291 (facsimile) GRA TTANProperty - Construction. Methodology Plan . Situate:,11860 New Suffolk Avenue; Town of Southold,New York— SCTM#:' 1000— 116—06-009 ' CONSTRUCTION -PHASE VI: NEW SUFFOLK AVENUE ' . Install driveway(w/drain). _ f PROPOSED TEMPORARY,_ SANITARY FACILITY 4, •- Commence rough grading .;. .:� ' ''a:�.• . f, ,and seedling. . ,• aW;,".•.7 % .. ."'? j =moi aa °l � : mrt••�•:1.-,rierl �i:2f` / i ;1 • -. s ieiii,• ,5"/� 1..ift' Y'4`f73S �'/,'>.,.�f . ` i I PROPOSED DRIVEWAY • ' S. 1 , I (WA.11'a111) e ' — 'a"Is'`-:: ri, I • I • ' ,444:131:cot:,,..m."40:04 44,:m:44.: „:5.0.0::t.: i 5_, :• ..,,,..0723:150:6t,i40-01-4.0* • , : , .•. • i-===; F • \ I , A4-1.:e& )N i 1 •▪ , `• 1.r: ■ � .1 \1 . i f ` ( I 1 j DVl'T+LUNG - 1 e e • i ' r' ° \\ ° 5IL TATIOI�,FENCIN ' AI{ED W ST ::'HA YB •°e ALES • i ,-:.° a .ce o--• G• I •:-%e \ r• < \ s • c Je P • • , i ` 1 • - .., , e• .- c , • "AQ: ^ • • EDGE of BEACH ' `-,'_- _ ------ MHvy —"''''T'-"'"-.---CREAT PECp 1vIC BAY Date: January 17,'20 2 Scale: N/A SUFFOLK ENVIRONMENTAL CONSULTING, INC® Drawn by: Ind' Comments: Adapted horn the'survey of sull)ect property as p'epaled by PECONIC P.O. Box 2003 • Brid eham ton • New York • 11932 SURVEI ORS,P C, g p (631) 537-5160 (phone) - (631) 537=5291(facsimile) • GRA T fANProperty — Construction Methodology Plan Situate: 11860 New Suffolk Avenue; Town of Southold, New York — SCTM#: 1000— 116—06-009 CONSTRUCTION- PHASE VII: NEW SUFFOLK AVENUE N • Install French Drain along , Limit of Moderate ave Action,. ' (' f T1 • Final seeding and/or •e e•® ... „2 , y / , ., • 'o. / <' PFti I'+i't iti(i(MU la.l rti�(� 3,` A� �' • landscaping. , • • ` :r., ,.- •,-,J- ,i htz£ .,, % '' Install 4,'`vide Path to • •� ` s shoreline , **fit `_,, 1, it:. •pt• ; Remove siltation ; fencing/staked haybales . '4 • '; .? ,� {` i_• - ;line once ground is t4 �` � � ', 00, stabilized. ..\,- i, t •,l =. • I ` \ \• (t • \\ , •� DWELL INU ° e • 1 • • eN • e t, '0 a y 00 .... \ 000- - .• \. 000 >«, .....0 ` ....O N . a \\i ;• r, 6 t, s cam• j, ',. � ••r ..-� e• i �� f 0 cP z.� l� • �i ,t``k �f?J r tl\V 'f , • FRENCH DRAIN r DETAIL ' `t. � 5 S,,,,.„„„4„,„ T o d SF'Ari', i +,,. L1 AO, Y. r 7/9/..",,,p0:n 1. t _ — - _- , ! 1' �..p.,„),-,, EDGE of .. s t r, ,, ,�.-14' 11:d,p, elftfllt;,'i to=5,� BEACH { Yd1)1 It .� M «. , ~ 4 ( i 4 y}..+w !Ii# f 4 :fart; t 'II-ittrk:r” , itdt> '*vim _„ i l:�g 1 i.2-_-...1'77-'a-” 7.{3.4,Nt-t- 3 A •3 (J., '. MH4t. CREAT PEC®NIC BA Y Date: January 17,201' Scale: N/A SUFFOLK ENVIRONMENTAL CONSULTING, INC. Drawn by: md: Comments: Adapted born the sur\ey of subject_p:opeity as prepared by PECONIC P O. Box 2003 • Bridgehampton • New York • 11932 SURVEYORS,-P C, (631) 537—5160(phone) — (631) 537-5291 (facsimile) Appendix D: Proposed Planting Plan prepared by Suffolk Environmental Consulting, Inc., dated October 12, 2011 . ' ' ' ' . . . ,.. • , , . . , . . .. . . . GRAD TAN Property — PROPOSED'PLANT PLANTING PLAN, .. ., .., . , • Situate:` 11860 New Suffolk Avenue;Town Of Southold, New York - Sc TM #: 1000—116 706-009' • . . PROPOSED N FRENCH DRAIN f NEW SUFFOLK AVENUE PROPOSED E-7\in Iv L . r , '' S, , - it. 4, ° . ''r,' ', i . , UNDERGROUND ' .'"-4* ,. • , - , . , UTILITIES ,,,,,,,:. '., - -, , , ,c'''it ,A: ; ".. :- ,,-'' ' ' "- it.`i,i ,,., J .„ .V A,, ...14r ,, , = -' - ' "t , ,' . . ..,...; ., ;' -,., • • - , - ' ' •,,. . -,. ' , . ‘ ., .1 0,.,* ''• ,,: , , - . .. , • , , . .. ,,-' ': '.\t..!' . '' ' '.. . ,=4 „ ' °, ..`. ,', . :..„ \. * '42,,V.:, - „„ , '... °t''', ' '' v AREA of PASSIVE b° :.;,z- '1",.''' /',1 -‘1,,, : --,,g,v,v:-',. ,,t'Ov' , — . ' ',,,, .".-- ' RE-VEGETATION ;... ,';.' 1,,,'t,t.,k ,!•'•.t..P7..35t. 4'.',';1 '4,«'' .' ;{ T75- - - -- &ESTABLISHED ';:', ‘,..\ 4:),,,§r4-4ftv•- ..„,..A'Att, *..,, ,' ' !,,'-'1- "1-2, ' ' ,' T: '"e '''''\'4",'N'ili, '%;';',,,‘#1::,.:11,4roq;k1;''1:;' :7:- . ,..:, ::i.-,:- .,,, ,'-, ' :.. , BUFFER , ,,, ' .,. _ . _ - ...' ' -,, -yi, . :;°,,,, .°:-.:,:".:' -,,',- PROPOSED DWELLING '.., - ,,,,,,, ". • ' , . '', I ''''• .:' ' t- . ' '...; /,;.,=,,,,/ ! . i ,''.. - ' . , , • .:7`---....._ . .. f....)'''*;' ,,,i4 . ' . ' i.'' ' e/A It : . ....,44....-„,..,.... .. : . , .,:.,....-:„ ,V/// ° O& ., , .. ;„ ..- .. 7.,/ 0.00 0,..,,-. ...,,::.: <- ,- i7/..,,a,,:.ptroi,,,-: ,,I. '', -‘!','• AREA of ACTIVE , ,?,,,, / . o RE-VEGETATION 1,, ., . ,s,/ 0 0 00, -0 Co , ,- -° ,,,,.4 :,;: „' •''.‘3",''''..../: O /;#1 ' . ''''•.>, i• ''''''''' /7/ ,.„. °et 0,,,°0 0,.„PO 0 , _ ,„. ''''' • i,, ," 'N-:' , •- 04 , ., *,,,e :,...10`•"0 0 0 kin'.0 C.,,' '''; - " „ , ' ,,, ',' -....-.----, _ , •• '1'') 0 Q0 0,-F1Cr 0 o _,- '- .-' ' ,„-. ' „ . „ •‘,„-,,,„_;( ,. RRoposED Groundsel Bush (Bacchans halimifolza) „ . ,,' 0 0 0 -0 GO0 on,,-,, ". : ' • , ;`.V ,,,,, • ,_ UTILITY ROOM .2/ 0 C ) Q, 0 0 `')0 ' & -., , .; ,,. ?s''-'•, ,,,, 2 '! ea of' the ! , ,- ' /00 0 0 C. --,c) 0 . .*::, Plant Groundsel Bush within an ar ll .7e ,.,..,,,,_„,,,, 0 0 00 0 0, , „`-,, - 3, ,:2' ' i:',''`; 'former dwelling dwelling @ 12 0 0/c at 1 0 ga on si, 4...„,&..-„-:•,'`, /0,,„0.0 0 0 ° `0 Ort`10 C'I '' - -"; , ' -- It.-- '..-, ,:•::', ' '.- 0 0 C1-1 0 - .' ' -' (135 specimens±) , -- ' .,'.''''- 00 Orc'Q 0 e,, , . • ' ' LIMIT of MODERATE - , • .„.,,,,- ..;4:;.' :':-..,:.,•E,e.:•.4,t4" . ''''. •.... --..'' ,., ., ... r; 0 '6 ,,.) -1 ,1.- i. ' :',' , ' WAVE ACTION '—' ' ,11." ,f/" ' '' . . . 4.0,004§. 1„;,,,...,t - , ''' -- .-'-Vie:,, • ,,- ixi,7 / • .1,7/ • , • ., , ', , ' , , '„ , , ,..„,,, (French Drain to be installed ,,,„i,,l, J. ,,;4' ,,,,,,r.,, ,.., , ,,.,,,-;,.. . ,„,:...., . ,.„:, ;44'*4.77;•"4:-1.41;i'''..: **":"0',•v•.'"?ir''t`-',:itIV.,41:4,.'44‘, \ ; :'" ,.,''i ' : „,;,:;°,,,*:t•' ';• 7, ' "f• • \',' ,z,'- ' '.2.,.. ;.' ' ' ','„;, ''- ., '- refer to the survey for specs n- 'e .,'„.. •-' ',10'^sf'r''7,..ti.,,' ,,,Y o''„'#, ,,P'# \ ' ,". • .4, . *,iVig41'.:,:- .1',,.i.x4 *AT' '\ ,_: ,'., -_- ,•' :°. ' _ ::',,.,-.,''..',/, ,,,',,,./.; , •' .,"., f• ' , • '' .".i:',:.: " '''`'.4'41'0'fri'''g,P.1.1•,X!#!"ie''''.'4.' •' A'.Q` ,p,,,,,m4A, ., ,,!! !),:,;;p„,,u,,W.i."4t4 ,!.'".11:PF7,7A4,-:* *4.A.% .e:v4-,,i.:- „„orgo..* 1-s- - - ,-/ .i, ----4.4.4fsq- ,..„., ''''5::-..,',,, /- --7.h. --- _:';.:-.,,,,,,, • 1 , , ,,\ - .. . ,. . . . . , . -,T1:,:',,*.:'..'"`•-# 14,47.t:!14,b,---.'..,,-,,,,,,.,,_! .., - . t,, ., , 4. • . ';:-.:::,.: :':,,,- '‘-- 1:1,-„:i.r. :, ; // zf.,. ' , .-.,• –',. ' - ',,- - :''''--, - :-- • '',44,,,:!.,,,-,i.4,Z,,,..7 ' '', p , -,v.,/, , ,' , , '- ,-,'' ' -,' : : -,- , ,---.%,-::- .',..---;.,-,,..,- -' / c,;„ • --„, , • :,, : , - . , . . .. . .., ... . . . ., . . ' -`1.: - "7- ' "''' - ' I-' ''''''''''' ' / • ''. AREA of PASSIVE • .1.,:,„:,..,,,•;',, ,..J,,, ., .„,„ , ,.-. ' 4:''''' ,'' RE-VEGETATION v ,, • . _ . .,„,, ' &ESTABLISHED :, „ ''" , --4., ;,0 ., 7,/ / BUFFER ' '''''.'' '''',''' ‘,.:,, ., , ; -.°,1.-,'.'• i' 4 !,, ''''.,;'-' ',,r'' ,. . ,,'„ ,• ,,, ,, .,,,;,':, ,, ,,,,,, . ." V.", ,„\ ,. „v:: '' , -•,, ,- , * ',,Y''...;!!;::','." - .' '''',.•",..', ' :. ,,./ ,• ' -1\ ,.\ ' , ' - , lr.,....;„!., ;.,J,,',,,, ', ',,r0`''':-, zr ,/ ' /';. \A *, v, .• ,,, ',,,, <,„ ; , -•'1'-,q1c,a44:.:e;:g,v•••1:,t,in,:'.,:,'-., It \ >:'' '' ,' ' ''''''.•:, ; f.,''-''' .`1:?,;•i.. •">----'-'.."1::"'',=?*:'''''.:1;''';;•';'.' ' / :,',• '-'•'• ' ''1,,i-i„,j'.,;:,-''':.• . \ :`:'::--,,;.,,,,•.:. .-.7-2'•'g J-- .-: .-f; '''''-'-'''.".,'''''''''.,-;:' ""t• ' "..., / ,// .; ; ' ''''').tP''''''''', 1 • , :':,?•".'''' ,,:::,.'''''':'' '‘.,,,,i,,::.c: '—',:...4).".?•:":';'..;:I:,#.''''''' ;—'',..-„."''/Y /// / ,''• '‘P,?"':' 4 , ,- .„..., :, .-..,,,,..,...,..„..„,,,,,-,..,;•. .27.„ „ /„...,„ ,,,,,, ,- .. -,, . :,..,.": , , ,/, / ' ', / • ,„- , *"."-, I ..„,//4- ___,,,,,,,„---i,-:::;-;-.;-,, „,..?----„ ,,,,,,„;„--•-'-..-,-,r- PROPOSED PATH fo*,4r /44.!.„4/,,,,f/ /./..,',vie° , ,,,,,,,---<„,4 „„....,;? , ,-> ______ flyfr, ,'l / Ar", './,/,- rA . " ,;:;,,„,,,,.. ----",„--::::: , ,____ __ e ENCRDETAiLibtOSS-SEc.POlCAL VIEW ,, ,,,,//, ,,,r, ;,./ • / ,47 / 4 : /' ,,,.„..,,,.-- -,,,„---- ...,-"-- •'''1_, ,, of the . , ,. , / - i'''''' --**--':-:!;..'v ';'''r'-tm EXISTING PATH PROPOSD.UNDERGRQUND',, ” 555 UTILITYTINEW, NCI:1: : -, f i i 4,I....t i t'. ' v- ., ,,. - ,'„ '' , ., , , - .. ' -- ' " 1"I • '1 1, :#• #'' . ' 0' , , ,"'., ,' : '' t'i.1 - ''. 1 ' .V • ')„ , I ',-,1,' - 1 t" ,• ;.,' ' V: f. ‘ l• i-:,,i i 2 • ,r1 fi I I E7TEIG GRA.15_1 il ' • ' 1 .: ', ' 1 i , ; . .,' . '4 La MAt4,40, ' '''' ' i l';' - '', "'H'' '' ," ' ' .. ' ; " ' , r 1 , , '',',4 I1,g,-o ' 10444,44..--454MulirV4LJ'%"4A'' ''41111Y,',*4, I ,„. , f:,, „ , - , ,, i _th_ i ..,r4,,,,,,,,..„.... ,,, , , , — .,,,,,,,,,,,,,„,,,ov.,,,,, , .,. ,,,,•:- -; , „ .. ,,,4..'.;-.,:•;-?,„,,,•,-,,,,-;,,, _,,,,,J:2 .: ,,,,,-,:4„,;,.,4,,,/,::,,,..-$,,f,j--; ,;';, ,,,'4,„;';',,,:;-_,,,,,,,,,%.„';',.. ,,;,,,,,,,, ::,, '6.V,;°,1',2,:nre,,;'..tti.i,' ‘,:v7 ° °: •,- * - ,` -- :,---,-..-- ..„...v1.1:::-.. .Y.f.Z.,:!"..?,',°''''''''7„r`,-;',-,-;., '':c- „',','-',t,''',=-Tio,,?A;',. ',1-', '''.: ,-; ',,;',.'4,,..,":".:,;',',-:•,''',,e'4'''. ' ',4:44,;(41;,,q.,-14;f1Afe,,- ,7°41;;t•:::*Xgrs.P":4 _ ° -- .':41-'4, ,Z4Z6N. Sr t-D,Oh;Of BtAC ' '-' ' :' '..'''''-'-'4' '-'-'• '-..'...Z.;.' '.''',,. ,V‘,:':-5, 7:304Y',A‘,T'Pt4Zer4'''' ".°1'-1;1•;:=:,==,,` ,v,(5.E.-. ‘; ' , •' = . • • • .....,a...„,i.,,, Z-:4,ii '• 'It4:'''IP•1`14.1''?'°1•:)';:f;'"''''' 1)--"'' '' '' '''' , ' • •' ' EXISTING WALL ; ,,..,..•: ,---i,-... •--;,,,,,;,,,y.,,„„i„r,-„,0:4,,,,,,,u,!„., 14.... ' - `,:',.i..#••„,i,":.ki,,ifp0.4,'4,:". , . ‘• , ' , , . , ' • " ' MHW - ' V7,"',1,`T'41,14;;;V•45'.' , „ , , v., v - ,e,',4 -::..,:;.tifei tdfste.4, -,1,• , ,.„ ,. , •- , . , .v. : --, , - , , , , • ff.i',.;,!1;P''i-,;74•0;',1. ''' 4„,-.1.',%;:;.-t'-*"....-1. • `6-*='''.4.:4.-•,';',:1;'i9A • : ,. „ v v!V..;;;':.,,-44y--.i; viv,0 , i.:-,,0-,/,1-4,,,,.,---,P-i'`.•. v - v -, • , , ,,.,.A.,:,,..t.,,i,.,‘i.:.i,,,..0.,,,,,,v; 1 •-•=c,...,.;.;,,iifr:;,,,,,,,-,...,,--,;64, . - •--; , -v ,, -•, , -.,„ , :: „ , ... ,. . • . UTILITY UNT1 - Date: August 2 t,0011.October 3,2011,October la,2(111 ,_ _ 1 0"=30 0'± Scale: SUFFOLK ENVIRONMENTAL BNridMgeEhaNniTptAonL. New York 1793I2NG, INC. Drawn by: Ind: Comments: Adapted born the survey of sulueet pi operty as prepared by PECONIC P.O. Box 2 SURVEYORS,P C, (631) 537- 5160(phone) - (61) 537- 5291 (facsimile) Appendix E : Site Erosion/ Sedimentation and Storm Water Control Plan prepared by Barnes Coy Architects and Joseph Fischetti on May 25, 2012. Appendix F: Location Map for the Grattan Property. t GRAlication Situate: 11860 New Suffolk Avenue; TTANA Townpp of Southold, New York SCTM #: 1000- 116—06 -009 r s Cutctgue _� Proposed Construction SUBJECT Access Route PROPERTY x Art E ,\‘+ r „gym« \ �, `4 �\ rs �.w„�.Y�.�\\ �\\\c a, rc ,. • ,\ .w SUBJECT 5. PROPERTY 4; a. it#ve _ .. ,.ki 1 gam' i 4 �. Appendix G: Floodplain Development Permit Application prepared by Suffolk Environmental Consulting, Inc. on May 30th 2012 - 6 APPLICATION A+ • PAGE lot a ---- TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sign)- 1. No work may start until a permit is issued. 1 The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. 1,THE APPLICANT,CERTIFY .r T ALL ,� •TEM S HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION AR 0 r'E BEST I''i MY ' ` VLEDGE, TRUE AND ACC RATE. ss�� A . II _ DAT RAT/ C�- SO (APPLICANT'S SI't;YAT�. .; SECTION 2: PROPOSED DE .LOPMENT(To be completed by APPLICANT NAME ,, ADDRESS TELEPHONE APPLICANT Bruce Anderson,Suffolk Environmental Consulting, Inc P.O.Box 2003 Bridgehampton,NY 11932 631-537-5160 • AGENT BUILDERPaul Consiglio: P.O. Box 332, East Hampto r, l'',F'G� , tr`, �g b6@ ` ;4-,- ENGINEER Joseph Fischetti, P.E. 1725 Hobart R•.• c•Ett Pitt, NX, 11 \ :,T 1-765-2954 x i ��� PROJECT LOCATION: • y173/0 ��� ���.' To avoid delay in processing the application, please provide enou_:" • -,4,, -oaa to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. See Attached Project Plans FDP(93) APPLICATION PAGE 201 4 —~ DESCRIPTION OF WORK (Check all applicable boxcs)- A STRUCTURAL DEVELOPMENT A( 1IVTTY STRUCTURE TYPE ❑ New Structure ElResidential (1-4 Family) DAddition 0 Residential (More than 4 Family) ❑Alteration ❑ Noo-residential (Floodprooftng? 0 Yes) ❑Relocation ❑Combined Use (Residenual & Commerci21) ❑Demolition tr 0 Manufactured (Mobile) Home (In Manu- ❑Replacement facturcd Home Park? 0 Yes) ESTIMATED COST OF PROJECT s 2,000,000 B. OTHER DEVELOPMENT ACTIVITIES. ❑Fill ❑Mining ❑Drilling ❑✓ Grading ❑Excavation (Except for Structural Development Checked Above) ❑Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) 0 Road, Street or Bridge Construction 0 Subdivision (New or Expansion) ❑Individual Water or Ser System ❑Other (Please Specify) • After completing SECTION 2, APPLICANT' should submit form to Local Administrator for review. • SECTION 3: FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. , Dated The Proposed Development: 0 Is MOT located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑Unavailable ❑The proposed development is located in a floodway FBFM Pane! No. Dated 0 Sec Section 4 for additional instructions SIGNED DATE C • APPLICATION # PAGE 3 OF 4 SECTION 4. ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed• riA site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. []Development plans, drawn to scale, and specifications,including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor,details of floodproofing of utilities located below the first floor and details of enclosures below the fust floor. Also, Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). Plans showing the extent of watercourse relocation and/or landform alterations. []Top of new fill elevation Ft. NGVD (MSL). nFloodproofing protection level (non-residential only) Fl. NGVD (MSL). For �r 5• floodlit oofed structures, applicant must attach certification from registered engineer or architect. []Certificalio`from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. []Other: E ra 5: PERMIT DETERMINATI.N . •e com.letcd • Le AL ADMINI RATSR I have determined that the proposed activity: AE Is BO Is not in conformance with provisions of Local Law # , 19 . The permit is issued subject to the conditions attached to and made part of this permit. • SIGNED , DATE JI BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX 13 is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals L APPLICATION ' PAGE 4OF4 APPEALS Appealed to Board of Appeals' ❑Ycs ❑ No Hearing date- Appeals Board Decision --- Approved? ❑ Ycs ❑No Conditions _ SECTION 6. AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional cup-leer or a Licensed land surveyor (or attach a certification to this application) Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. - Actual (As-Built) Elevation of floodproofing protection is 127 FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑YES 0 NO DATE BY DEFICIENCIES? =YES ❑NO DATE BY DEFICIENCIES? ❑YES ❑NO E 1•N :: ERTIFI ATE •F •MPLIAN E . .e c.m leted • • AL ADMINI RAT'R Certificate of Compliance issued: DATE BY: DETAIL DIAGRAM Smart VENT MODEL 1540-510 Sm Sm441 - 8368 DUAL FUNCTION FLOOD AND VENTILATION VENT 877-www.smartvent.com16 1/4" R/❑ f hib STRAP SLOTS USE TWO _ TOP AND TWO BOTTOM 0 0 —. \ I BEHIND THE RODENT SCREEN, LOUVERS I - """• .: • """""""' AUTOMATICALLY OPEN AND CLOSE WITH CZ - a••..,..r TEMPERATURE. NO ELECTRICITY IS 4....::.::...::.....::::....: .....:w: _ NEEDED ::. ...:.: . ::......::......: \ .......:......:.....::.............: SILIC❑NE/POLYURETHANE r-I ,.......`......:............`. ADHESIVE L❑CATION .:: :.:.:::: :::::::::::.:::::::::::::::::: :::•:::: - (FLANGE) CO - Z ../ 1 d FLOAT SLOTS ° d In%A. STRAPS INSTALLED' FIGURE 1 TWO ❑N TOP TWO ON j —I) 0 j VENT -N.../- BOTTOM Front View DOOR --.0---- VENT FRAME -ter STRAPS FIGURE 2 ___ a ./..-----1-------H d Side View FIGURE 3 FINALA GRAD❑M Qa Side View d Io9 27m • • • • • • SMART VENT Foundation Flood Vents STRAP DETAIL. 8 0° TOLERANCES UNLESS 450 AndBro Dm Suite 2B REND TO WALL OTHERWISE SPECIFIED Mtman NJ 08071 K, TEETH MUST CLICK IN TIGHT TO INSURE T" XX +/-096SMART VENT® DUAL SECURE INSTALLATI❑N, XXX +i-Mo.Da 877-441-8368 AND VENTILAT ONTIONOVE xxxx +i—o,00s NT BEND PAST 90' FO WWW.SMARIVENT.COM MODEL 1540-510 \ SPRING BACK THE INFORMATION CONTAINED IN THIS DRAWING SIZE DWG NO. REV IS THE SOLE PROPERTY OF SMART VENT,Bit A 1540-510 H IF USED IN PROJECT,CHANGES TO DRAWING ARE PROHIBITED WITHOUT THE WRITTEN PERMISSION OF SMART VENT,INC. DATE. 5-15-09 SHEET 1 OF 2 INSTALLATION INSTRUCTIONS Smart VENT & DETAILS 877- 441 - 8368 MODEL 1540-510 www.SmartVent.COm DUAL FUNCTION FLOOD AND VENTILATION VENT REV. 5-15-09 INSTALLATION INSTRUCTIONS 1. Remove vent door from vent frame. (Turn upside down,rotate bottom of door outward and slide out) 2. Prepare a CLEAN 16.25"wide by 8.25"high rough opening(approx. 1 block wide X 1 block high) for each vent. Ensure the bottom of the rough opening is no more than 12" above the finished grade. 3. Apply a bead of silicone or polyurethane adhesive around the back of the flange on the vent frame. (FIG.2) 4. Bend the 4 steel straps to the thickness of the wall measuring from the end with the teeth(see STRAP DETAIL) 5. Insert the top straps into the top two strap slots about two clicks. 6. Insert the vent frame in the cut opening.The bent strap ends go in then up behind the inside of the wall. Push the frame tight against the face of the wall. Ensure the frame is flush and square in the opening. (FIG. 3) 7. Reach through the vent opening and click the two straps in while holding the front of the vent against the wall face. The sharp point of the straps should not extend past the front of the vent face.Install the two remaining bottom straps. 8. Re-check that frame is square and slots are clear of debris,and caulk. 9. Install the door into frame by grasping the bottom of door(with float pins down)and front(small screen in front). Slide door into frame and rotate until it is latched. 10. To open the door insert two credit cards into the float slots as shown in the diagram.This will unlatch the door for removal and cleaning. DETAILED SPECIFICATI❑NS: MATERIAL: STAINLESS STEEL OPERATION FLOOD: AUTOMATIC NON—POWERED ACTIVATION AND OPERATION VENT REMAINS CLOSED AND LOCKED UNTIL ACTIVATED OPERATION AIR: AUTOMATIC LOUVERS FULLY OPEN AT 75 DEG. FULLY CLOSED AT 35 DEG. NO POWER REQUIRED INSTALLATION: SECURED W/ 4 STAINLESS STEEL STRAPS SUPPLIED HYDROSTATIC RELIEF: 200 Sq. Ft per Vent VENTILATION: 51 Sq. In. per Vent NOTE: VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION REQUIREMENTS FLOOD: MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS COLORS: STAINLESS (STANDARD) EXTERIOR POWDER COATED WHITE, WHEAT, GRAY, AND BLACK (AVAILABLE) MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY: FEMA,NFIP,ICC,&ASCE SUPPORTIVE DOCUMENTS,TB 1-08,44CFR 60.3(C)(5),ASCE 24-05 ICC EVALUATION#ESR-2074 SHEET 2 OF 2 MATERIAL REVIEW&MAINTENANCE INSTRUCTIONS Objective: When we set out to design our flood vent products, a comprehensive study was conducted to determine the most important design attributes that would be needed to insure that our customers received the best product available. Because our company started on the shores of the East Coast of New Jersey, everyone placed durability as their number one concern. Durability: After extensive research, including review of many less expensive materials, we choose to make the bulk of the components for our vents from stainless steel. Salt will pit stainless steel unless it is rinsed with water. We recommend that the vent be washed with fresh water twice a year. Any red rust or minor surface pitting can be removed with "commercial de-rusting solutions.". The mechanism that operates the automatic louvers on models 1540-510, 1540- 511, 1540-514 and 1540-550 is also entirely made from stainless steel, and water rinsing will reduce corrosion and dirt build-up. Prior to final inspection and testing, the louver mechanism is lubricated with a dry film lubricant. This over the counter lubricant should be applied at minimum one time per year,or when needed. Rinse the louver mechanism, let dry,then spray all of the moving parts. Note:Wet lubricants or grease will allow dirt and sand to accumulate on the moving parts. Use only dry film lubricants. The bi-metal coil is made from highly engineered materials. The composite contains a large portion of Nickel and the finished coil is secondarily heat-treated,which forms a protective barrier to protect it from the elements. A squirt of dry film lubricant into the coil chamber during maintenance will extend its life. The floats are manufactured from engineered plastics. An ultra-violet inhibitor was blended into the raw material before molding to insure that the sun does not degrade the functional or dimensional characteristics of the material. Insert a thin blade or a credit card into each side of the vent door's float slot, and the door will easily push open. Rinse the float cavity, then apply a small amount of dry film lubricant on the float, where it contacts the frame. Like any product, the care one gives will determine its life. We have used the best American materials,along with the best engineering and manufacturing professionals to build our products. With just a little care, your vents will function carefree for _ _ many years. zumaRir VENT www.smartvent.com o 877-441-8368 REVISED: I REV. 1: 09.27.2012 ! N ,II, 1 I, -- MORIARTY GRATTAN -- i _ RESIDENCE INDICATES 12"x 148 LINEAR A _____ =a;::_,4,^' ALUMINUM FLOOD VENT ) " - 1X4 CLEAR CEDAR CLAD OVERHEAD____ GARAGE DOOR (7'x 16') __ -- _Fr� _ _NI ,r4 11860 NEW SUFFOLK ; — — — — _ -- . _ — — —_ __=— I _ _ _ _ AVENUE, NY 11935 ___T__-;, ___= _ -_ ___ _ - - NORTH ELEVATION ,',./' ':'r 7 1 ' 4—f--7— 1 4 ____ , ,,,, . , 4,,,,,w..; ------ ' ',•a J.w1 .f`" �, .' _ �— ^''15 r-•t3.�=���, '��•�'3`�`��:'a''�V"Y�' �;�` ��;-ti��,`��'����.��r�':^�iF�J __ 1- - F �'' ------v-7-:,:-", COMMENTS FLOOD VENT OPENING /'' r !e ✓ os-•:3' - ..Y;. --• f-r ----% .: '" - ,,r• / - -rte_. -•--f --.._ r. - J,-�<- _ .r 7 J`' "�J/.. �. /r _„,/,,,,,y, mss, Y s .:'" -*, � ,, ' J' ! ✓ a '- v ,� / G GE NORTH WALL J, y. . x :r J ,✓, 1 ✓ r, //' .e ;; ._ 1 ',,.. LOCATION: ARA .✓,�' �r �f�,. '%. 'r. y �r� I �� ,� j ,,.�r �.,4Ja., f� r;�✓ �, `N f.,� ,'�/ r• ,0 •.,,(/•,-:e.. ✓ t / /r, Fo. ,7"Q* ,�r isL, ..i „, .s:p i/ s/ ,yd i• 4 ,r ". f}0 ., .. Alf' ��,,/ar,rr. r ,�2 ��:''+,i to ;f •'f r� / r ' .4,-„}” 5"'. ;,,,t...*;r s >,. , .� J / ! e. • `;,.•' - ,,� ! r:A r SCALE: AS NOTED , '14/ , 1. * .'. .".. .V,'! r,f. r ...'•""y,/,',/ R r fr rx^:. .+fir` ',^1'"* , ti,.. 3 ,,f�` ,-1 f`.',` �, ra;, j,,'y�/ ":•e' ,�l�%,T�t i:• ,`, `"�';, .-..f, : ,s/,! .✓''��,' P•`.• r �I. 1• .. t.'." • ♦ .�7✓� ^5 d/ ,fiv /r'/l++' .'!1-� .r1 _.ri '' %'.` •T! `> j �' '! ` i :•arYitl Jrr ,yv'if/,77;f: W' .�* .r/�% r �,x..„,,4! i • ARCHITECTS + P L A N•E R S ,yRc BRIDGEHAMPTON, NY 0 NORTH ELEVATION PARTIAL ��1 "G�,NNYe ti PHONE: 631.537.3555 SCALE: 1/2” = 1'-0" <v �`1 ii'?� FAX 631.537.0558 ! trip✓ift f: �fi�. !, L�• ��1 NEW YORK, NY �� '• PHONE: 212.207.9204 -9�,_ o'ss4z p� FAX: 212.207.9247 ( ' DATE: 09.2 7.2012 I STREET ADDRESS: 11860 NEW SUFFOLK AVENUE : - NOTE: T TR VEY VnF PROPERTY N SUBSURFACE SEWAGE DISPOSALSYSTEM SV /GN BY' JOSEPH FISCHETTI, P.E.„Iirlic HOBART ROAD AT C�ITCHnGtJE • SOUTHOLD, N.Y. 11971 OF SOUTHOLD (63I) 765-2954 SUFFOLK COUNTY, N. Y. 0 ti o 1000-116-06-09 • x SCALE. 1 —30 r�:_d. -- --- --- NOVEMBER 17, 2010 .- AUG. 9, 20/1 (ADDITIONS) f'VAC4NT tr •G; SEPT. 20, 2011 (REV1SlO.VS) • 0. 1J J • . SEPT. 26, 201! (ADDITIONS) # SEPT. 28, 2011 )ADDITIONS) - IOCT. II, 2011 (ADDITIONS) .r io 1 vtEi JAN. 10, 2012 (re visi.msi I r---� •✓AN. II, 20/2 (REVISIONS)) t • JAN. 20, 20.2 REVISIONS) O ��Iv am t 2 2 MARCH 9, 2012 (R6visFJ:Is) JQ�� IQ i ('t�gc4NT) QMEglom ',�omk,EFeL J ti =C .4,:, ,->- D7 Pa CO Q ArE ' ILI E o o ,� Z (p�B��St/ppOLS Q :1: 4 �O ` TREET� �, ��� ” W • ♦ + 820 _ U JNf �Ott, �• •` tI •T )akc � pnU _�PAlE2rp�T • -#1,,J. ` l Z > w ,� .t r... _ (NOT p v __ . 0 ,a n Y co k J Q., Iy Y Aj �IPy.., �" Ip`�Y S c yy�� �K F� 1+�6 C)-'- lb A - � 1�//��,�, �0 • °� �� 4_04) C:' ''-'• ST ',^ jI �/ PROP,RET. 1c4.44W ti ` ' oma'. W40iQOZ�+o • ' - /0,5,071111111110 ./a Q�/ 1 o '`I ` =Q ao . a .% n 1 !:gl $a hLi�VOVv a, P o �+ zO / ?. �' F in (D O Q �[ t I00 PerYjpti ! .9 * 0 — i ` 1 t.� O`- a--t G 0 7 . ! 1 V I N �., j"Ve tie /•'df%';t� f/ i /o. i ,_; .i'l t /44- • 7- , AV i C< 0 j =r > r ��- i '7,4\71).. \I bcm /I I , stir 75' \''\ \ .l ,,'CE's use'z 0 d W v : • 0 �I t[9 1 . �' % - \ et .it.Its/ 0 76,8. r P t 1 1E4)co '' \ 't 1 oe .- / I . k EROSION CONTROL FENCAlt; �[ 2a `, 4 '\•1 s .'� Ci DEMOLFEt4cEITION SILT :.24.12- : •off i � N, . /a g) _ .____NEW CONSTRUCTION ][ *Z..4........„,,t,,,,,,_/ �/ „,,tr442, �A ke / - g �48,/' sI�T FENCING / /1 �V � �.. •� �� I� • / FAN CC et- Ci • •. ..1----..., % ‘../ ' .....•••4W FIhL GRADE !2'I..- TOP OF WALL EL B.$ _.,. Y iVi, �.a ...... ,p P ). t f Eye f O L, Abendercnetii ;)f existing' - 'itaryP system -.St c.ri �� U. 5 REBAR O COn1fori.l^wtli'' •' :nt liF4?i t:G: `tt?1 D `\ 3 ck- 3• 12.O/C with Iti2 �' Q k/ V D 0 #5 REBAR o 3• v R� npleted flan Wilt.+ - c es prccf. �z y z,'4/. ,. \ J J P1:,rte,,,„v0. 1 it aic �i p $ a 8A CKf7LLING/'l Z • S' • m 30• - • V V Cc t SPLICE FTC GRADE t X 1� • I to Q• v 12) 3' • f 3 REBA- err 0/C dis.•�i E. k '`S O• C _ ' • • Ti. . I[ PC--411 l� IB '[1 m PROPOSED!RETAINING WALL ky R'S CERTIFI 4 ATI0N I 1 7r ' c - •-- k•21 . COMORETE•3'00 PSI AR INTRANED t St MIT ' ORP C TIF"ICU IDMS . • STEEL 60 KS(EPOAfI COATED D ••,+ y- ' NATURAL VEGETA • LA?&•k'AFD (b I.OR INSt;ki.L UN I D CONSTRUCTIQ'V '• ' b4 0 ••.,, ' TO t ri.r43 1 . i" ? r RAIN RUNOFF CONTAINMENT�`B 2 FO1 F NAI-APPR. . I FONi WWM-073. 1 o ,,- ti I uhT► 1. HOUSE, TERRACE 8 POOL 1 �°�,�rI i ISI •e ; 5949 Sq.FI. -4-__ 14r ! I� • 2, 11711,1 • 5949 x I x 0.17 a 1011 Cu.FI. - 1Q / I;ii —ir�l ;�'l2,W I r /0!//42.2 = 24 VF. ` \ /'/ y� sr,k A.4'�= it Al i ✓nir^•i/+!� ,,+Glr•yua/ - \ •O ('-'V1Ve- ' 1319 S9.FG' • ftJ Iw- 1314x0.7x0.17r156Cu.F a ON 156/42.2 = 4 VF �\ 1 0 6 Ecri• A-� PROVIDE 7 LPs. 8'0 x 4' deep ` • j• V /2 p 0 V TO SCALE ` �'�;pPds C HEALTH SERYIQCt �j� t ' �, btFFOLK COUNTY V`�at': , q, ty UPLAND AREA= 40760 sq.il �, t z1CTI0�! S OA `'mac �'' WETLANDS, 4 BEACH : PERi13l+ FOR AP, lOVAL�U� -� 4 �, 6a 14942 sq.ft. ` _ LOT COVERAGE SINGLE FA:iLV RESIeL LC•r:Llf� \ - • EXIST/NG - - ��.� 11 HOUSE PORCHES - - 2 1 CERTIFIED TO:- .4 & STOOPS = 2866 sq.lt DATE )- H.S. RAF' U' '•'� " — A ROBERT F. MORIARTY . 2866/40760= 7% n IGA.c . � ,, ?- t LISA A. GRATTAN PROPOSED " - ROY£D `� CHICAGO 77TLE IN CMNCE-COMPANY HOUSE, POOL & TERRACE _ 49'2 4,, D4l�xtrviva,UP ?,_._.BEDROOMS `� I. 5949 sq.fl. S jy p DATE OF�PpROVAL ,5949/40760 = 14.6% • EXPIRES TI EE ` O� IvEfrV EXISTING IMPERVIOUSE COVERAGE WITHAN 1-04 12 ��'Mq.0 �kV �tr.T0.��`75' OF WETLANDS BOUNDARY = 2866 sq.11PROPOSED IMPERVIOUS COVERAGE WITHIN 75' l' 15 LEST HOLE DATAOF 1-04-12 WETLANDS BOUNDARY = 1540 sq.11 O, k ,',.-; ' pt, •SiSMcDONALD GEOSCIENCE r- 1 C="- c.CONfC11/3/10 12:00 �, ,'' :2? w%' TO TIE LINE DARK BROW/LOAM -/do ' 525 �,, - ,• ..'O. SIO�P%I BROMY SttTY&AND SV � �' tom/ ELEVA TIONS REFERENCED TO N.A.V.D. '88 ..-FLOOD ZONAFROM FIRM MAP NUMBER 36103C0501H 1 i-,.,...• ..7. ptli,:. BRowv CLAYEY SAND Sr SEPTFMB4R 25, 2009 --�,•- =� I r: •PALE'£�?OYAr FINE TO M.2XUAI SAND SP I am forriiliar with the STANDARDS FOR'APPROVAL "Ts 2 1 °- a7',.m4-` — ..4.s:'. <%?.= AND COWSTR000N OF SUBSURFACE SEWAGE +� [�,I w - -' DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ;g''. ). '_. `"'`",\.'ICE a ",--17WA P' tea"" f E TO A � sP the conditions setforth therein "` ,i Ir 1 : 1 " 1 and will bide by and on the _ -..,_.,:.._., ._�...a.r_.,... �. _�. ``n permit tc construct. • The loco for of wells, cesspools and public water shown hereon ore -', x., .. ` rl from - fel observations and or from data obtoined from others. \-;-:::1,7.7.‘--- -,H-2.:11>••_:„-..-::',"'''' `.._ ��..a� - y . ,�,' 9618 • ANY ALTER) TION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTIO 7209 OF THE NEW YORK STATE EDUCATION LAN' Q� PROPOSED ELEVATION PECOIJIC YORS, P. EXCEPT AS PER SECTION 7209-SUBDIVISiCN 2. ALL CERTIFICATIONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1 =WETLAND FLAG P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 8=MONUMENT 1230 TRAVELER STREET kf-lOSE SIGNATURE APPEARS HEREON. ••=PIPE - SOUTNOLD, N. Y. 11971 ©-234 STREET ADDRESS: 11860 NEW SUFFOLK AVENUE SURVEY OF PROPERTY N A T CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. I 0W, 724 d 1000-116-06-09 SCALE: 1'=30' x NOVEMBER 17, 2010 til ARY 17, 2012 (Ir4c4NT) t-. - -AUG.9, 2011 (ADDITIONS) ;Ts t'h SEPT. 20, 2011 (REVISIONS) • % 7 SEPT. 26, 2011 (ADDITIONS) t SEPT. 28, 2011 (ADDITIONS) N." tt OCT. 11, 2011 (ADDITIONS) (VgCgNT� JAN. 10, JAN. 11, 2012 (REVISIONS) 9___32._ l JAN. 20, 2012 (REVISIONS) ` " Iv MARCH 9, 2012 (REVISIONS) SEPT, 25, 2012 (U/C) Nair �F ' 0-446,„ ,..r n R � � �Y . S77?EET � I te ., ••, 576 -8201E , ` ` ` unary m6 ,P,� (NOIfR AIS _° wizt, 150:6-0;- 0' ` frs 4 L Zave A iP '� (e7 • E �``P s g ISE Q X / -,fps '. 3 • v • /s.p • • 1. Y 1 0 CON fr) v : : 8 PCIND 1L TOPoAl O�m • ni 0 in• 5r 2 gitvik . J W • ��,<� I v ,q it J •t (e/ s Z;1 �• . x9 61' N N, ?m 7 C 3ir v ,�. ,,, -A I V r � • I• NL z • P o m a is �L `amo ra• • �D A 1L ?.o : • �� dlfi isciL9iyps O ;Lll NL H/� I1 q14)? Y Z Y O ` � O fr) 'go 1 CERTIFIED TO: ROBERT F. MORIARTY LISA A. GRATTAN N,2b CHICAGO TITLE INSURANCE COMPANY I O 25 iv of,, ,v f ific (ZS) ,4•1?, TSO TEST HOLE DATA P S¢ McDONALD GEOSCIENCE �'CpNjC 11/3/10 12:00 AREA=57,954 SQ. FT. 8�Y E- 5.1' DARK BROWN Loan OL TO TIE LI E 1' BROWN SILTY SAND SM ELEVA TIONS REF ENCED TO N.A.V.D. '88 3. FLOOD ZONE FROM FIRM MAP NUMBER 36103C0501H BROWN aA)EY SAND SC 4• SEPTEMBER 25, 2009 PALE BROWN FINE TO MEDIUM SAND Sr' E4...47' --R_ 4.4' I am familiar with the STANDARDS FOR APPROVAL - OF .0=!�;4,. AND CONSTRUCTION OF SUBSURFACE SEWAGE -� r, c E il V E ,;,,�' � `-."`�•,< WATER/N PALE BROW fINE 1t7 MEDIUM SAND SP DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCESc. ' �. ,c. -7 .' and will abide by +the conditions set forth therein and the , • s r OCT —.62012 ~� permit to construiCt. `° R. _�,` ^�.. � " ti� o E The location of wells, cesspools and public water shown hereon ore v" ''_ ` BLDG.DEPT. < °- . ;�I from field observations and or from data obtained from other OF SOUTNOLD �,Vti<,�:J ' ' �, K4.� vo. : ' N.Y.S. LIC. NO. 49618 ANY AL TERA TION OR DI TION TO THIS SURVEY IS A VIOLATION u I,;;,,,,! ',,rr;C;ONIC ST,e YORS, P.C. OF SECTION 7209 OFE NEW YORK STATE EDUCATION LAW. (p,�1) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECT7bN 7209-SUBDIVISION 2. ALL CERTIFICATIONS =WETLAND FLAG P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ®=MONUMENT 1230 TRAVELER STREET 0_234 WHOSE SIGNATURE APPEARS HEREON. ®=PIPE SOUTHOLD, N.Y. 11971 . e I STREET ADDRESS: 11860 NEW SUFFOLK AVENUE SURVEY OF PROPERTY AT CUTCHOGUE N TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. _� r 1000-116-06-09 !' SCALE: 1'=30' % ti NOVEMBER 17, 2010 JANUARY 17, 2012 ta AUG. 9, 2011 (ADDITIONS) SEPT. 20, 2011 REVISIONS (VAC SEPT. 26, 2011 ADDITIONS ANTJ . tll SEPT. 28, 2011 ADDITIONS 12, 7' OCT. 11, 2011 (ADDITIONS) tzi JAN. 10, 2012 (REVISIONS) TEST HOLE DATA JAN. 11, 2012 (REVISIONS) McDONALD GEOSCIENCE (kg c,44,7) JAN. 20, 2012 (REVISIONS) ANTJ 11/3/10 12:00 MARCH 9, 2012 REVISIONS) SEPT, 25, 2012 IC) � Et. 5.1' JULY 8, 2014 (FI AL SURVEY) DARK BROW LOAM a AUG. 14, 2014 (FINAL SURVEY) • t' JAN. 26, 2015 (REVISIONS B.O.H.) BROW SILTY SAND SAI 3' ?VP,,1y BROW CLAYEY SAND SC 4' PALE BROIMV FINE 7O MEDIUM SAND SP (°u8&o Stipp EL. o.r 4.4• �R �NS AP' ' . wArER - _ P��Err 7peev , WATER IN PALE BROW TO MEDIUM SAND SP TO • V -------'----- ,S76.58.:2-6.* '1 . v _ '' 9j E' R'i 4.70z4-. EDGE OF Pq�r'NENT 1111111114-:- � 414.------47--, _��'ERyE �tt' ELECT ''N 4-4L....►, 15.0 0\esANTER , G•. .. IvgrxR SER 0....CON, - C. RE.).. EV b KAI=�/L 1L C _ ONCRE . SEPTIC LOCATION m ' GRA &STONE• RET,WA��`09 �•Q• !a 0 sroA tY WAY , ' 's>FPs I 1`' ST 22 23 • 3�� �[ � ��1 ,, CANT ' IIIIIIIII� � ;2 LP1 34' 38' �IJ - i� ; o �c Y 2zzrz m ANT, 0 �rU,vos 4 � ___,= c_ iso. . t .i3' B ' t; s�Ps ` 41.2. CONC. I kr\ ,-. 2 liz A V OUS. 2 n \ NDE-R z ft) 4 2 3+ts• U'V , in v N N `•o( �' suMERm ..� Q Room JL o o A00 �� i ,... v 1\ O , •AOA v * j .* o V; co v v uci, % * Alb'V ?.4 3 is v it co Yui O C9 � �t mi � �m 0k +W L w470 'c A 2 a :3 I0 A co ?bp OF q!! n ', i 0 m 417.25.., "i "i y'`h'w., ik ?, 15p CERTIFIED TO: A. 54 ROBERT F. MORIARTY *IC ,.. LISA A. GRATTAN .qJo. CHICAGO TITLE INSURANCE COMPANY AREA 954 SQ. FT. u,.:`.,. ,. , _ 1.7::',7 OF t ALTI.1'3ZRVICES � r TO TIE LINE _ :;..;;c, ' ELEVATIONS REFERENCED TO MA.VD. '88 41-2 1-20.15 __ AID-ii.-OD y �c(:), --1.4--E-I'��Y, . '6 . with the STANDARDS FOR APPROVAL=` .._ - ;' : •-"s .. : : I'mt"- "en �.sP �-c,MET',Z �'i- 1 am familiar ,,„,. c.,d a7_i.r ce..':,. �t� 1,-...,,J,L^_;-Y 'r, :3 c^cir:a rd fos,rd to 4�at• �� C' AND CONSTRUCTION OF SUBSURFACE SEWAGE( ' `� ` :A E ,ory' G 2 J4` !` .�{,i.':ti R C (p Fs=4ir#�iC�i 13. ';- i•,* * DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE' , N :11 • and will abide by the conditions set forth th ein and on dfhe/• ; -,--cn: permit to construct. FETte-- .„ Office of Wastewater Management ` s` ,, The location of wells, cesspools and public w ershown--hereon—are r'� V. Feld observations and or from data obtained from others. `�{'� �`.„/ _ s' from _�.�- '/ C. , . NO: 49618 ANY ALTERATION OR ADD/TION TO THIS SURVEY IS A VIOLATIONPE 0 C SURVEYOR �f! C. OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS =WETLAND FLAG P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ®=MONUMENT 1230 TRAVELER STREET �/O_234 WHOSE SIGNATURE APPEARS HEREON. •=PIPE SOUTHOLD, N.Y 11971 1 I 10-e 1- 4 0 41) v _____ en 0 �I�NOI ) (1) til TE: — aI- THE TOTAL SQUARE FOOTAGE OF THE GARAGE AND STORAGE AREA IS 2261 SQUARE ���• FEET(SF). PER 2.2: THIS EQUALS 2261 SQUARE INCH (SI)OF FLOOD VENT REQUIRED. i I D VENTS HAVE BEEN LOCATED ON THE GARAGE WEST WALL EQUALING J�(4) 8X16 FLOO �`�� g 512 SI OF REQUIRED OPENING. (8) 8X16 FLOOD VENTS HAVE BEEN LOCATED ON THE GARAGE EAST WALL, BUT DUE TO LOCATION ABOVE GARAGE SLAB,WILL NOT COUNT TOWARDS THE REQUIRED OPENING. HOWEVER,AS PER SECTION 2.2,THE EAST WALL OPENINGS MEET THE REQUIREMENT OF EQUALIZATION OF HYDROSTATIC FLOOD 41-t.O. 7:DEAL(MOTOR COURT) FORCES ON THE EXTERIOR WALL BY ALLOWING AUTOMATIC ENTRY OF FLOOD RAILROAD TIE RETAINING AT IV WATERS. MOTOR COURT AS EL. + b"AMSL 2261 SI LESS 512 SI OF OPENING IN THE WEST GARAGE WALL EQUALS 1749 SI REQUIRED REQUIRED FLOOD OPENING TO BE LOCATED WITHIN 1 FOOT OF ADJACENT GROUND LEVEL � `r w/� W 4 - BARNES COY ARCHITECTS (BCA) HAS PROPOSED ONE LINEAR FLOOD VENT 12"X 148" // I (1776 SI > 1749 SI REMAINING)TO BE LOCATED IN THE NORTH 16'GARAGE DOOR, 1 WHICH MEETS SECTION 2.1 OF THE APPLICABLE CODE. ill 4 '5.1 i—/IMIIIMI� — _ — 4 — 41,a EL. + 4 o AMSL VENT @ WEST WALL B O FLOOD _ .._. _ _ _ _ , \\\-'' \\ \\ \ \\\ 7.„ ,sNI 70 411\\ . .\\ '. \\\O ‘, ' \ AIII 1 4 — - — - - — — — — 1 �imit v W / .-1' I • J s' NOTE: 'I — • I NDICATES (4) 8x16 STAINLESS I — STEEL FLOOR VENT BY"SMARTI NOTE: VENT 1540-520. PROVIDE ONE LINEAR FLOOD VENT 12"X 148"TO I BE LOCATED IN THE NORTH 16'GARAGE DOOR, / I ', WHICH MEETS SECTION 2.1 OF THE APPLICABLE i `��=' CODE ' L ___ ____ J i 4 / i O / O :- :i i a __,,,,,,:,:, :,,':,),, 2 CAR GARAGE w (ALL CEILINGS TO RECEIVE < CHECKED BY: // > — -1:." —..—..• IP'-'; . '—' . • • UL-LI„ - —mi 411— ii i IF-- .,,,,. i e TYPE „X„ GYPSJM BOARD Q ', -.- '%� . ` FINISH) = ISSUED: �_�;;, d ° .per •, : .. - _ - 4 D ISSUED FOR PERMIT: 05.02 2012 D D /�I `/ _. ... O ver ISSUED FOR CONST:06.XX.2012 4 A5.3 /Aie /iV.. // UNEXCAVATED PITCH SLAB ox �/,W► / ADD CLEAN SAND AS REQUIRED& / COMPACT TO 95%CAPACITY. SEE / (::/ STRUCTURAL DRAWINGS FOR RETE / 4 • GARAGE SLAB /` - shi INDICATES MECHANICAL AlAk T.O. SLAB (GARAGE) / /`/ •00.4 // VENTILATION BELOW DECK EL. + 3'-6" " a ,�•. SPACE O /-\ / , / / / ii'r / _. _. __ REVISED: �� / �"—'• —� REV. 1'07.19.2012 r's%A :_ II REV.2:08.09.2012 / // \ \ \ \\ • REV, 3:08.31.2012 / / \\ </-) \\ a • j REV.4: 10.04.2012 / // / / 11 / / \ \ INDICATES 10" DIAMETER — �\. \ A \ / / \ r;;,,, \\ TIMBER PILE (ABOVE GRADE) \ ,`,;\. \+ r II: • / / / \ ` \ TO GIRDER ABOVE I `�\ (:::)\ ;,x • ° • } // ? INDICATES 10" DIAMETER \ (' \ / ;/— TIMBER PILE (BELOW PILE \ • f\-"\ )1 \/ / CAP) +I\ -cr .• / 1/ / \ « \ \ INDICATES (2; °ILE I I,; I / / \ \,,, CONCRETE PILE CAP, SEE / / / N. \ STRUCTURAL DRAWINGS I I — — FOR DETAILS I ,' 7/ .I CI _ _ _ _ .......- / / ,.... / / t,,,,,;;;:i „..„ .. ,..,,,, DN. 6" . —1 III 4, — AA E.,E1.......4 k ii,J .1.41.,,...L.. / (:.%•,), / \ \ 3 _ ° °_ _ \�� • I 5,0 ARCHITECTS PLANNERS 4\ / \ k2/,'•/ — \ \ v P 1 / // / ` \ w�;i \ \ O O I I\ BRIDGEHAMPTON: / / / \\ \\ 0 UNEXCAVATED I • I 1936 MONTAUK HIGHWAY /f / — 1 s POST OFFICE BOX 763 / / / \ , e-----UNFINISHED PILE SPACE • II v % /� ' — — / • •�• • BRIDGEHAMPTON, NY 2 / _ / \ T.O. GRADE (PILE SPACE) . 1 ae- • , ...---,,,i, a1;- _f i11 PHONE: 631.537.3555 / / \\ >\ \ EL• + 3'-6"AMSL I /' ' ,' FAX 631.537.0558 / / . GUNITE POOL WI SPILLOVER \ esysl \ •• / / \\ \ ��.- 5'-104" 3'-42„ / / I , I I / / A\ ('-':"-,1 \ \ I \ C I ID NEW YORK CITY: / / \ \ a Ifij I #1102 NEW YORKNY \ \ 1 24 EAST 40th STREET -—- — -_ / ,, / • / / N. 0 O 4 r — ,: PHONE: 212.207.9204 / / / \ \ / I \\ FAX: 212.207.9247 / / \ \ / / 0®ACCESS ROOM \.� \` / / \ / / ' PROVIDE (3) FLOOD VENTS @ 128 �� \ \'' �\ '�r \� HATCHED AREA q� // // \\ � '? \\ / • / SQUARE INCHES (SI)WHICH TOTAL �\ INDICATES EXTERIOR / \ \ / / 384 > 346 SI REQUIRED,THUS OK � `i — J Lg. / \ \ \ (;/;;',,,' �/ / \ \ / / • • DECKING ABOVE •, \ , ' \ \ \ \ \ , I . // \\ \\ / / r;•, O STORAGE I�� ! • '',0 ,,, / � \ \ / \\ \\ / TOP OF SLAB (SCREEN TERRACE) I n i ' \ \ `�`� EL. + 12'-4 1/2" I I OMNI _ • :. LINE INDICATES , / T,O, SLAB (STORAGE) I L ' y / \ \ / / EXTERIOR WALL ABOVE A 17 T.O. FIN. FL, (REAR TERRACE) r >w IIII / ALL ,. ; / B.O.B.O, FLOOD VENT S. „.. tt ry =. ,.,..s. 4044 / \'� / �� i i i \ \ \ / E + 4'-0”AMSL \ / • • / I I �� t a ::_. , • _• — i''''...::._.._ $. ,3:aa:.8•..2xPfu'�• vxfe.4§$ i.� �� i i \ \ \ 41 / / UNEXCAVATED,ADD CLEAN ��'\ y r i , \ SAND AS REQUIRED& / \ I� `\. vf: - ' ,1 7 COMPACT TO 95%CAPACITY. UP `• i• \ \ \ \ \ / / � � ,' �i \ \ \ < ; / PROVIDE4" P.C. SLABW/10/10 13R e! MORIARTY / \ \ \ z;%g °. \ \ r;J 41 / 6x6WWM A `\1 IN N / \ \ ; 5„ / \ � �� I RATTR \ \ / \ \ \ 4 r : H I RESIDENCE ti / ii / . \ \ INDICATES MECHANICAL �I • __ 1 1860 NEW SUFFOLK AVE / VENTILATION BELOW I I CUTCHOGUE, NY / \ / DECK SPACE 3,_2i„ , „ , „ , „ „ 3'-4�' 4 3'-41" 3'-4�" \ / 40 40 40 2'-10 z z z 2'-q" , • L s T —, I I !ii r, i r el)-_ _—_—___ - • • IIOVI • 1 •. ;,;;a. ° . ° �,;i _,tib �. � ,.,}, �■►� .. .. .. . _- ,' _• '41•1'•r• • •4• ' .-•4• • ' ' 7V"-''Z••/i—>' •—• , —° 1-• ' -•• IMMIIIMI II GARAGE/ STORAGE t ;, UNEXCAVATED, ADD CLEAN SAND UNEXCAVATED,ADD CLEAN SANDFLOOR PLA AS REQUIRED &COMPACT TO 95% AS REQUIRED &COMPACT TO 95% LINE OF EXTERIOR T NOTE: WALL ABOVE (/ HATCH INDICATES CANTILEVERED (8) 8X16 FLOOD VENTS AT GARAGE EAST WALL, BUT DUE TO CAPACITY. PROVIDE 4"P.C. SLAB W/ CAPACITY. PROVIDE 4"P.C. SLAB W/ STRUCTURAL SLAB ABOVE, SEE LOCATION ABOVE GARAGE SLAB,WILL NOT COUNT 10/10 6x6 WWM 10/10 6x6 WWM STRUCTURAL DRAWINGS TOWARDS THE REQUIRED OPENING. HOWEVER,AS PER SECTION 2.2,THE EAST WALL OPENINGS MEET THE T.O. SLAB OD SHOWER A TOP OF SLAB UTILITY RM, REQUIREMENT OF EQUALIZATION OF HYDROSTATIC FLOOD EL.TBD(AT FIN. GRADE) . EL• + 9'- 10 1/2" FORCES ON THE EXTERIOR WALL BY ALLOWING AUTOMATIC ENTRY OF FLOOD WATERS. A, T.O. FIN. FL. OD SHOWER A., T.O. FIN, FL. UTILITY RM. .B B IF EL. TBD (AT FINISH GRADE) IF EL. + 10' - 2 1/2" • CI GARAGE FLOOR PLAN ! 4 ! ���REO ARC, , •A3 . 2 r\ , NNYe� /� 1 SCALE: I/4" = I' 0" I 'Q t�� I 4 o (, ..,./..,-�•r,, �cn --1 i ..:;i,:r, "9),ill � 016842 X04" �F NEN NA D O 2 11 A 10 OCTOBER, 0 MATERIALS SYMBOL SCHEDULE DRAWING SYMBOL SCHEDULE ROOM SCHEDULE ROOM # ROOM NAN E LEVEL REScheck Software Version 4.4.3 BUILDING SECTIONIlk i ;�;;�;;��;;�;�� %� GARAGE (LOWER) LEVEL Compliance Certificate ;;�,��;��;��\'���< EARTH/ COM PACT FILL /,/, �\� � \�/ \ REFERENCE DRAWING NUMBER Ivy 000 POOL W/ SPILLOVER LOWERe , a .. POROUS FILL GRAVEL 2:3o / WALL SECTION or ELEVATION GARAGE LOWER Project Title: Moriarty - Grattan Residence „t Energy Code: 2010 New York Energy Conservation Al —1 REFERENCE DRAWING NUMBER Construction Code ;.;., , , BASEMENT STORAGE LOWER Location: Suffolk County,New York '4:•'•'''•'•'•'•'•'•'.�►'• CONCRETE BLOCK Type: SingleFamily O � 'i0� Glazing Area Percentage: 2 CP STORAGE/MECHANICAL LOWER Heating Degree Days: 5750 Climate Zone: DETAIL CAST-IN PLACE CONCRETE s . ,. Constructioin Site: Owner/Agent: Designer/Contractor: ` ` —2 REFERENCE DRAWING NUMBER ca) STORAGE/MECHANICAL LOWER 11860 onstru New SitekAvenue Barnes Coy Architects Cutchogue,,NY 11935 1936 Montauk Highway MAIN (FIRST) FLOOR V Bridgehampton,NY 11932 PRE-CAST CONCRETE �,y .. :.. , ..a, :"+'�" il �'�".,ba'Z-» .F.,,, , ,. � ,. , :• .. > a, .E-:. ..' <.",�� .Ra.a.�.o..�x�az�.,.wurzxa•. ...�:.�c.,..a..�.:n.�a.. , La..,.maa.aar..,.R:d / O2 ST U D Y ROOM NAME- NUMBER CD LIVING ROOM MAIN Compliance::7.2%Better Than Code Maximum UA: 1077 Your UA:999 The%Better or Worse Than Code index reflects how Gose to compliance the house is based on code trade-off rules. j / WOOD FRAME CONSTRUCTION-(Small Scale) It ODES NOT provide an estimate of energy use or Dost relative to a minimum-code home � �� ®i KITCHEN MAIN : m g giros :vim f h5. D WINDOW TYPE - - '�p �..... '' .s, ...,`.+x.x s+.,F:.�: � ._..a.. .. �..�+n.^�: �..rte,.->t _nRx_-r «"a .. a +�aam �„� ��,s.�+..x^�;<.-..;. •• ..p ••••• } STONE WALLS 0 STUDY MAIN Ceiling 1:Flat Ceiling or Scissor Truss 3649 30.0 4.0 111 44 A• • Skylight 1:Metal Frame with Thermal Break:Double Pane with 64 0.320 20 Low-E EXTERIOR DOOR TYPE0 GYM MAIN Wall 1:We ad Frame, 16"o.c. 6393 21.0 0.0 280 Window 1:Metal Frame with Thermal Break:Double Pane with 1477 0.320 473 A )1//li I WOOD FRAME CONSTRUCTION-(Large Scale) 10° 0 RECREATION ROOM MAIN Low-E Floor 1:All-Wood Joist(Truss:Over Unconditioned Space 2608 30.0 0.0 86 Floor 2:All-Wood Joist/Truss:Over Outside Air 873 30.0 0.0 29 i " " 'i " " ii RIGID FOAM INSULATION ®' INTERIOR DOOR TYPE SCREENED TERRACE MAIN i i i Il II i i i i I II IL Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other II ® STUDY BATH MAIN calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation • Construction Code requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection ' ' FIBERGLASS BATT INSULATION LEVEL LINE Checklist. CONTROL POINT OR DATUM GYM BATH MAIN C�tM L 'r4-�`:�' � 0.... 2 Name-Titlle Signature Date EXTERIOR INSULATION AND FINISH SYSTEM 108 CABANA MAIN\�\ \\ CHECKED BY: 0 ENTRY FOYER MAIN ISSUED: ISSUED FOR PERMIT; 05.02.2012 �6. EXTERIOR CEMENT STUCCO SYSTEM UPPER (SECOND) FLOOR WOOD- FRAMING, ROUGH LUMBER C UPPER FAMILY ROOM UPPER • MASTER BEDROOM UPPER WOOD- BLOCKING 40) MASTER STUDY UPPER �� H MASTER BATHROOM UPPER -- Project _ . t . .12 / / xX /\ WOOD- FINIS Project Title: Moriarty-Grattan Residence Report date: 03/23/12 1 Data filename: O:lclients\Moriarty\Reschecklrescheck.rck Page 1 of 1 lREVISED: ®i MASTER DRESSING UPPER REV. l: o5.25.2012 PLYWOOD-(Large Scale) 0 BEDROOM NO. 2 UPPER 0 ENERGY COMPLIANCE CI BEDROOM NO. 3 UPPER SCALE: N_ T_ S_ • BEDROOM NO. 4 UPPER 208 BEDROOM NO. 5 UPPER 01 BEDROOM BATH NO. 2 UPPER " ®i BEDROOM BATH NO. 3 UPPER ® BEDROOM BATH NO. 4 UPPER 17) {1�1fj Ir s.,. . ta: . .- ,,.:rc , : GO BEDROOM BATH NO. 5 UPPER p, zcHui rEcls t� LANr1C-R s • 'y 302012 ._..1 ® MECHANICAL ROOM UPPER BRIDGEHAMPTON: i'::)u D�i'1. _v1f!__,'; r .... IQI_p 1936 MONTAUK HIGHWAY LAUNDRY ROOM UPPER POST OFFICE BOX 763 BRIDGEHAMPTON, NY PHONE: 631.537.3555 FAX: 631 .537.0558 NEW YORK CITY: 124 EAST 40th STREET #1102 , NEW YORK , NY PHONE: 212.207.9204 FAX: 21 2.207.9247 `cREDlip AZO • '<s NNYQgC'�Yj,k 3"0 V.T.R. 1.--3"0 V.T.R. • ' � 3"(d V.T.R. I — --- — -A s) t,-.. ROOF — — — — — — — —4� — — — — — — — — — — — — — I — — — — % n� a : t �°�, 6842 ��¢ _ M,, ;.° Warn y W I I 1 2'fd 2"0 2"0 X2'0 2„0 I2„0 1 MORIARTY 1 2"0 I�2"0 2"0 2"0 V �2 0 �2"0 I 2'0 r' I V-2"0 k2"0 ✓2"0 I -2"0 (2"0 I r ISINK t/2"0 ` SINK I SINK ) r t SINK 5 % ('�_z_c t'� G R ATTR N \\ 1 SINK J ` l SINK f ` I r �,� EXTERIOR V W/C W/C % BUILDING WALL \ W,C W,C W,C , WJC WASHER a RESIDENCE l J ,-� 1 1/2 0. SHOWER 1 I TUB ( H WER HOWER1-775-1WER w UPPER FLOOR SHOWER ) J ( ��l 111 1 J % 1 1/2"0 —3"0 ,-1 1/2 0 —3"0 1 112"0 �1 1/2"0 �-3"0 112 0 3"0 3"0 .1 112"0 �-1 1/2”0 1” 1 1860 NEW SUFFOLK AVE " -- 3' 0 1 112"0 .1 1/2"0 .-3"0 .1 1/2"fd �-1 1/2"0 `� C U T C H O G U E, N Y 11/2"0 r3 0 C.0.11 ♦ C.O.II \ \ H-C.O. C.O. C.O. j 0.0.11 ii BATHROOM No. 5 14 LAUNDRY ROOM ® BATHROOM No. 4 ®i BATHROOM No. 3 4 p BATHROOM No. 2 O MASTHER BATHROOM ® 2„o r _i 12,0 _------- -T4. 1 — ---------------- ----- 1 r 2" -- — r I 7 _ :� GENERAL DATA + 1 I I 2"0 I 2"0 I 2"0 T O I I I I PLUMBING RISER I 2"0 2°(d 2"(d I I 1 SINK r SINK r i SINK r , 1 ( SINK r , l SINK r i9 DW DW W/C W/C J FRESH AIR j \FRESH AIR DW —� / 1 1/2 0 r VENT VENT 1 1/2"0� 1 1/2"0� 1 1/2"fd� SHOWER t - MAIN FLOOR F- I SHOWER I -. ( r , �3"0 ,3"0 1 1/2"0� .1 1/2"0 --3"fd 3"0 1 1/2"0 �,3 0 i j FINISH GRADE FINISH GRADE "0 C.O. ` ( 1 C.O.C.O. //////////////////////////� �\ \\\\\\\\\\\\\ \\\\\�\� c.o.c.o. "o I I c.o. / / / �"o / c.o.t t t t s \4��0 � � SCREENED TERRACE � GYM BATH �4 0 TO EXISTING �C1701.6 HOUSE SANITARY SYSTEM - TO EXISTING ®t KITCHEN c. STUDY BATHROOM ® TRAP SANITARY SYSTEM HOUSE \ TRAP Al . 1 0 PLUMBING RISER DIAGRAM 0.„) PLUMBING RISER DIAGRAM MAIN HOUSE SCALE: N.-T. S. POOL HOUSE SCALE: N_ T_ S. A 30 NOVEMBER, 2011 A B 0 D0 I I I I I I 1 I I I I I I • T — —P104 7 1I103 0 • 0 P102 - - - - - - - - -I---------- - - 0- - — ——— , — - - - 0 - - - P06$ P067 P066 0 0 P06I i • P070 i I -- • • LINE OF FOUNDATION/GRADE i P065 BEAM PERIMETER. FOR I / • • • P10p P1f1 REFERENCE ONLY 2072 �� i CHECKED BY: • /' ' 0 0 0 ISSUED: / _ 4 ISSUED FOR PERMIT: 05.02.2012 . / • . / • . / / . • . P099/ • / !! P064 A / P098 P097P074 P073 / .• • / o v/Q� • • / P092 REVISED: REV. 1:05.16.2012 • / . / P093 / / / . INDICATES 10" DIAMETER TIMBER • / P094 PILE, SEE STRUCTURAL DRAWINGS / • -/ FOR DETAILS P063 / P096 P076 P075 • / P091 P095 /�° °' P062 •/ / P087 / 0 / . ill _____ _ ____. . .. .. .. . ... . . ., / P085 . . O . ................. ...... .... . . . . _ ._ ... ......... . . ................ ... ... . ,.. ... . ... . : • •• •• • • . - - - • ID / P090 P061 q; . // %; P082 P077 P055 P056 P057 P058 A A ; " 1 ,° ` ' /,. o,. / + j/ '5.0 ARCHITECTS + PLANNERS' • • O O © O / P086 P081 P080 P079 P078 • 0 . / P054 BRIDGEHAMPTON: / P084 ' • 1936 MONTAUK HIGHWAY / ! P060 POFFICE OX 763 BROIDGEH MPST BON, NY / P0890 P053 PHONE: 631.537.3555 / iii P033 0 . 631.537.0558 / / O P059 • P088 / P051 P052 . / 0 NEW YORK CITY: , III _ _ ________ . .. P033 P034 . . .. - - - / 0 0 Q . . . .. . . . .. . ...... . ...., ........... ... _.......... ... ... . / P023 P031 P032 124 EAST 40th STREET / // P050 #1 102 , NEW YORK , NY / P021 /� PHONE: 212.207.9204 / P019 P049 FAX: 212.207.9247 i / / ;- P0200 P048 P047 P046 /P003 / P011 P022 P024 P029 P030 P035 \ � 000 0 P016 f P006 .-.- O • ay � ° P009 • f'%,:•,',F, - - P042 ii • \ \ \ \ P012 P017 P025 P028/ P036 0 i€ • \ �050 M0RIARTY P008 , . /�% P041 G RATTAN RESIDENCE P015 ••. • �/ P027 1 1860 NEW SUFFOLK AVE CUTCHOGUE, NY ••J L nP001/�j P004 P007 P013 P014 P018 P026 P037 P038 P039 P040 P044 P045 H . --- —0— — - - - - 0 - - - - - --0- - - - - - - - - +� _ - _ - - 410 - ____ _____ ia• __ 1 .••• PILE LOCATION PLAN • • • -@• PILE PLAN (TO IBE STAKED) SCAILE: I/4" = I'-0" • • • . A � Q qic . A300 0 .0(INNti ,� Rpi„ • •� N _I - I I I I 1, �T; _____r A B DIIIII -7), °?s847 q- © F \11 NE 01 MAY, 2012 A B © D I I I I I I 0 i I I 71_0" 191-61" 7,_0211., 14'-10" 20'-14" / / / / / \N\ : — : — : : — : — : : — : : — , \ ' `5.1 I- 7 - • •k- 10 I— , 0 - - - - - mom . . 1 . A//,',; m1. / - I o / �J N I i ' • be 1'-112" / - / 1� i � ��% � �� 2 CAR GARAGE ; -��� ` : CHECKED BY: / (ALL WALLS AND CEILING / <„ ,# ...=;:-.... ..._::�,,, ...=,,,.-- -Taz"s.4 _...= _ _ _.I(- .-.. s s:'::i�It:PdipmEiillt , y TO RECEIVETYPE "X" //�;,►�`"" ' °V `� ° a I GYPSUM BOARD FINISH) ISSUED: r \ e, ISSUED FOR PERMIT, 05.02.2012 a = -- - — 4 4 • / / - / 5 82 / _'•6 // GARAGE SLAB PITCH SLAB N / //� / ADD CLEAN SAND AS REQUIRED & b° '::::;: / 4EV . / COMPACT TO 95%CAPACITY. SEE Eo / STRUCTURAL DRAWINGS FOR CONCRETE / /II / GARAGE SLAB SPECIFICATIONS / AW-' / di". • // A • / Ay. / T.O. SLAB (GARAGE) /N\ iii' / C C C Cs^ / / ;�A" / �ry: — — REVISED: r,; = ! i REV. 1:05.16.2012 / \\ INDICATES 12"THICK GUNITE ^� 3'#5:" t '', \ POOL WALL BY OTHERS r r~_ \ r'%'' \ e. 33'-21" 6' 21"/ �8n SJ 2 2 \\\ \\ INDICATES 10" DIAMETER °/ 91-4" 5'-0" TIMBER PILE (ABOVE GRADE) •• L — • 1 A / , ,.. . N \ / • �ssl / a �, ; J � , • •••'" • , / / / / :,a \ 1 / / (;4; = INDICATES (2)PILE 71-'I / / / \\ \ CONCRETE PILE CAP,SEE ° I / , / // //. \\ \\ FOR DETAILS DRAWINGS i • / I j /' // �c, / - ... F? • 0 _ _ __ . / .� • — - - N. ,1 \ / / I'<..2." P I / T\ a - r Li'' 'ej';‘,Svti AA \ F - �— ms's / :,,, / :,',142 G — \���� ��\\\ _ _ — - -- '.-�=;� • ` • 'i • '5.0 A R C1H I T EACI DZ1�' 1 5�+ P" LL ANON E R S // // \ \ ';" • '� _��\ ��. Y - •�. — �— I t • I BRIDGEHAMPTON: / / \ \ 1936 MONTA K HI HW • U G POST OFFICE BOX 763AY / BRIDGEHAMPTON, NY 4i' • j/ / \\ \ O UNEXCAVATED o \ i''�: co n> N. \ r \ \ tT- f�tE � / p; / \ _ 6- N\ >\� —i —,`-,— _,_i_ T PHONE: 631.537.3555 C// ,' FAX 631.537.0558 // r \\ 00 GUNITE POOL wi SPILLOVER \\ r,,;;� N. \ C, " A // / \\ \ 5'-108" 9'_34" 8.. 3._0.' 30'-2" � �\� ;,. 8" , / \\ r \\ �� \ �\\`� 1 INDICATES EXTERIOR HATCHED AREA / / \ \ p` — — — \ \\/ \ 1DECKING ABOVE NEW YORK CITY: / / \ \ \ i \ . /// 0 _ ___ _ // // \ \ r \® \� 1-- - 0 124 EAST 40th STREET n, /' #1102 , NEW YORK , NY 0 0 0 Ei. \ ' / 11 / / \ \ / C\. \• \ / , ' PHONE: 212.207.9204 / / �%;, \ _ 1_-I L\ I FAX: 212.207.9247 • ,/ , . , t‘a , , ... .. L \I // , : , 11-6" i r / ` / ' BASEMENT SLAB �\�� �\\ - _ '/ _ �// / n \ \ • / / ADD CLEAN SAND AS REQUIRED &• \\ \\\J i.71 /) I / / N. e"s 1 \\ / I• COMPACT TO 95%CAPACITY. SEE �\ `� m�/ / / \ \ STRUCTURAL DRAWINGS FOR CONCRETE ����� \ \ t>> !� �' / •• \ /. \ N. ^�� / / GARAGE SLAB SPECIFICATIONS / x � \ Co • ° � ar s oC / \ \ / / TOP OF SLAB (SCREEN TERRACE) T.O. SLAB (STORAGE) �� N / / , , , // y\ / / \ t7,, \\ / , ' / EL. + 12' 4 1/2" EL. + 4' 0"AMSL L — w I , h / , / , , \\ T.O. F.F. (REAR/SCREEN TERRACE) -'� ism / / o AIii-:"„! � .. �,. Int •141-"f*- _„ .', / / INDICATES SWIMOUT/ N. / / EL. + 12' 8 1/2" N � � / " / / i / i i / i �r / BENCH w / / ✓ rws / / rv,-1 ADD CLEAN SAND AS r>-, �� i i REQUIRED &COMPACT TO p /� • / / 95/° CAPACITY. PROVIDE 4 \\ \ � � :r;;gi � � , / / ; ?% a ;5„,� \ � � O 0 • Y%,:; • , P.C. SLABW/ 10/lObxbWWM Vii; � ,\ ^ MORIARTY , , •• K% � , \ G R ATTR N / °: • • / / /i � \ 1'_6.. 183 ” 8.. �1' O8" 16' 5'. 30' 2" \\, RESIDENCE / / / , �• \ \ .' • . / \ � � a I - 15'-10i" l'-6" 121-9i" (t8 �' 6" 11860 NEW SUFFOLK AVE / • / / °i / • / / r I i __ CUTCHOGUE, NY -_ .'• L _ __J • L L °• . I • • • 0 ei> _ _: __ _� s t �� \��/ _ \ T FOUNDATION / UNEXCAVATED,ADD CLEAN SAND UNEXCAVATED, ADD CLEAN SAND AS REQUIRED &COMPACT TO 95% AS REQUIRED &COMPACT TO 95% LINE OF EXTERIOR NOTE: E PLAN WALL ABOVE HATCH INDICATES CANTILEVERED CAPACITY. PROVIDE 4"P.C. SLAB WI CAPACITY. PROVIDE 4"P.C. SLAB W/ STRUCTURAL SLAB ABOVE,SEE 10/106x6WWM 10/106x6WWM STRUCTURAL DRAWINGS A T.O. SLAB O.D. SHOWER A, TOP OF SLAB UTILITY RM. EL. TBD (AT FIN. GRADE) . EL. + 9' - 10 1/2" - T.O. FIN. FL. O.D. SHOWER A T.O. FIN. FL. UTILITY RM. 4 B B � 39'-0" � EL. TBD (AT FINISH GRADE) IF EL. + 10'-2 1/2" 81'-8" I I I I r,,`���E D AR o A3 0 0 FOUNDATION PILE PLAN -• � -q . SCALE: I/1/,,, = I'-0" o '` . -._•.,I►�` A B 1 0 0 D \ 6s42 �o� REV. 1: 05.16,2012 (AS PER TOWN COMMENTS) F N�� 10 FEBRUARY, 2012 A B © D0 1 1 , 1 1 1 1 1 1 1 1 1 I 1 B-B X5.1 . — . — . — . ,,,\\>\\Z--...-: .4 7 \ ,,,, N 'ill - - 0 0 - .' '•i; I L'" ' - . , ///iJ '';� I NOTE: • • I / / NDICATES (8) 8.<16 STAINLESS /�/ / STEEL FLOOR VENT BY"SMART VENT 1540-520. LOCATE NO / -• / MOREGRADE THAN 1'ABOVE FINISHED / i// A/Y„ O g w / ///, .- 11 2 CAR GARAGE c �; --- / Q /� i (ALL WALLS AND CEILING O CHECKED BY: / / „ -••• I I- ..=:.. •• .. 7••• ..� —••. III I hH 11111k 5 ,.,. I (`,;;? TO RECEIVE g TYPE X w / A_ • • ' . . • . °�. •• . • • • .` .•.' . ° <%� ' : ° •' • • • , ', GYPSUM BOARD FINISH) c ISSUED: ,.,n, .;o„ ,iii W ISSUED FOR PERMIT 05 02 2012 / X /0 •• / UNEXCAVATED / / ADD CLEAN SAND AS REQUIRED& PITCH SLAB / Air° / COMPACT TO 95%CAPACITY. SEE / Iat'• / STRUCTURAL DRAWINGS FOR CONCRETE / /2(17 4W, . // GARAGE SLAB SPECIFICATIONS � / . . /AC.. / T,O, SLAB (GARAGE) -, ° / -e., / EL. + 3'-6" \ / 0 0 O . / / _ REVISED: � • I REV. 1.05.16.2012 / / \ \ / \ \\ / / \ v/,;,3 \\ ° / // / \ ' \ , \ \ / / \ \ INDICATES 10" DIAMETER / . N.N. \ TIMBER PILE (ABOVE GRADE) .,,,,. 1 / / TO GIRDER ABOVE / 'e=' / \ INDICATES 10" DIAMETER N.\ �'%;;> N.\ r ), / ,, J N. TIMBER PILE (BELOW PILE \ I � 1J / / \ CAP)/ / \\ I • \ ' ^/ \ �" ° 1 ' ' ' /' / / �� � '' '� ,//// i HATCHED AREA / / / \\ \ • ;i32 161-9" CONCRETE PINDICATES ILE EILCAP, SEE ,/,// i INDICATES EXTERIOR \ \ 1/ ,/ DECKING ABOVE / / / \ \ I STRUCTURAL DRAWINGS / / \ ,�» \ FOR DETAILS I , ,' / 0 / , 1 i--- 0 A / ••1 • ' . . . A-A ', • A •• 9 PO m'' l - C,effA _S- A A / / \ • C'4,..N. '-\ 2.. — 71 J ' ' ' rs//://: 1 / A5.0 / %' / \\ Y%'?, \\ 4rrri,//�,Ji,irr/%�,/i�r%��i///rii,�iir 5t; ,O,P,,/ r r r iii,r�o, ��i�i�r r. \ i , �� ,,, ,/ //,„fid/'iA'<- ' . . . '. . . i °. .. . • • • A 5.0 ARC„ ._- , ,,k. L ...- '-"--,- - HITECTS + PLANNERS / / \ `,. �i i � OP,/ II, BIS,; - -��- - - - - / / / N. N. —. — y -- \� \\�_ \\v. I I \ N.\ \ 6& I / \ \ ` + I 1 II I BRIDGEHAMPTON: / / / \ \ ` �' l • III 'I' 1936 MONTAUK HIGHWAY / / _ \\ %:�> N.\ \ - I `r POST OFFICE BOX 763 \�. / / \ `v; > \ r• • .� BRIDGEHAMPTON, NY \ / / \ \ \ O UNEXCAVATED \\\s‘:„...,‘,\ \� • •till• 'l'l . I am° Il rrrritfiTI ' PHONE: 631.537.3555 / e,•:,,- / \ ' FAX 631.537.0558/ rt_' / s / .\y /®GUtiTE P�(w$FIIIOVER l / / N. Yom \\ Y� \\ J .. L - - - N kNi, / , NEW YORK CITY: / / r i • y , a \ — — — © / / N. Y 0 " a 124 EAST 40th STREET / - \\ \ • r \ // #1102 , NEW YORK , NY — J / / \ \ / I \\ PHONE: 212.207.9204 / / \\ �;A \\ / — — `� ,' 1 FAX: 212.207.9247 / : / \\ ' \' \ • / / / / • - J ��: / . N.\ \\ / �/ p BASEMENT STORAGE I�� % , / —• � / \ \ • / TOP OF SLAB (SCREEN TERRACE) I • • •• y°. 1;:::,,, ° �''/ % � */ / / \ \ // / EL. + 12 4 1 2 T.O. SLAB STORAGE I�� _, :::, ' / " ( ) L - LINE INDICATESi i� s / / \ ".Z.. \ • EL + 4' 0" !�— EXTERIOR WALL ABOVE�' ;, `�. / /, \\ // /• / T.O. FIN. FL. (REAR TERRACE) .. � k i i , // i i i / / \ EL. + 12 -8 1/2 .• ,. :. y� x i i ) / / UNEXCAVATED,ADD CLEAN -I /. A Imo ___ .. , � , tet ` i • (`).\ \ \ �'` �'� y\ // � � SAND AS REQUIRED /•. - i ' 7 -- COMPACT TO 95/°CAPACITY. I • . . , , , ,;: / PROVIDE 4" P.C. SLAB W/ 10/10 . 11111111. \� / • :r%;s , .. � \ \ ; / , / , /, , \ ;, O ( / 6x6 WWM UP ,� M O R I A RTY 7 ' ; ; ;' •S% / 14 R\\ G RATTAN • I RESIDENCE / / ' ' / 1 r 11860 NEW SUFFOLK AVE / / / acs%1 I 3' 22 `� 4-0' Q 4-0 `. 4'-0" 2 10' 3' 42 3 42 . 3 42 4 2-. C U TC H O G U E, NY • a; , ° <!Y, . r�:.;a 'Gsi,a• ',,4.• , - • I ° ° • • • • •. ' • r ' 0,1 _-__.. ,. ,;:,�i • _....__. ;,,I. . -._. .-_..._mt .. vS::':) . • • •ri/, , ' .. L , 0 . e— LII . t l \ '"� "firWIN W :. GARAGE/ STORAGE _ _� _ _ . - - _-,-,J NOTE: UNEXCAVATED,ADD CLEAN SAND UNEXCAVATED,ADD CLEAN SAND LINE OF EXTERIOR -7Z- NOTE: NDICATES (8) 8x16 STAINLESS FLOOR PLAN AS REQUIRED &COMPACT TO 95% AS REQUIRED &COMPACT TO 95% WALL ABOVE HATCH INDICATES CANTILEVERED STEEL FLOOR VENT BY"SMART CAPACITY. PROVIDE 4"P.C. SLAB W/ CAPACITY. PROVIDE 4"P.C. SLAB W/ STRUCTURAL SLAB ABOVE,SEE VENT 1540-520. LOCATE NO 10/10 6x6 WWM 10/10 6x6 WWM STRUCTURAL DRAWINGS MORE THAN 1'ABOVE FINISHED GRADE A- T.O. SLAB OD SHOWER A TOP OF SLAB UTILITY RM. EL. TBD(AT FIN. GRADE) . EL. + 9' - 10 1/2" A. T.O. FIN. FL. OD SHOWER A. T.O. FIN. FL. (UTILITY RM.) B-B 1 '5,1 P EL. TBD (AT FINISH GRADE) `"IF EL. + 10'-2 1/2" ' 0 GARAGE FLOOR PLAN � 1 I 1 1 I SCALE: I/4" = I'-0" A3 . 2 �C.tED,� 04, m e 1 1 o , m REV. 1: 05.16.2012 (AS PER TOWN COMMENTS) 14,I I `y(, ,, �� N A B O D 114 I7). ` po/6842 �00� 10 OCTOBER, 201 1 FNE\N A B • D0 I I • • • I I I B• -B •• '• `5.1 21' 104" 20' 14" / / • 2'-5811 9 / /—r1- 7 . — — - • • EGRESS UNIT , 0 © - - - - -- 7.,,- •-• • / Jai / i //////� ,Is _ 3 II I Xr r// iii ,r //../•;•,////II/ •, / Ii r///o.ir. r /// //•/ 3 II/ / s � I / .O i /I ! / / ! ti/ - +eo/ :447 1,..01, -.. _ , s id �' j € 1 Co „/ f , : CHECKED BY: • / /h ! 1 1 3 ' € 3 _i __ ISSUED: 1 F INDICATES HARDWIRED _ 4 ISSUED FOR PERMIT. 05.02.2012 ... / I I 1. !+ ! <''''''' SMOKE AfD CARBON IfDICATES 36' HIGH / -" `. �/ 3 S GUARDRATL_ rf-r - =ice MONOXID DETECTOR / 0ilik ! IIS LIVING ROOM .•••...<.• ! / • i I a OO - u 5L1 D b, 2L1 3'" 1 lu A _____6:-' " I I51 z b 1 ! o z,�0 / f ALUMINUM CURTAIN ALL TO I I +�E I-.1 so i +0 I �� 8 I • / I MEET ALL HURRICANE AND IT.O. FIN.--FL. RE R-TERRACE -- -/ - - z ': I i..--,1, I /////I � II4 /AIMII.. • --.0 \ / I WWD BORNE DEBRIS? PACT ; / , r ! I, , EL. + 12'-8 1/2 / REQUIREMENTS OF NY ¢ < / r w T i Al 1/' , . 1 • _.. / , 1 I F.P. j .� I , ,,,• ,. !..._ . _ . r . . — .� ._ /<X , I : I I _ e __ REVISED: • _ 1 1\ � I I �I :f ��o� ' � ' 28x8° REV. 1:05.16.2012 F HAT H INDICATES 3 i `. ::, %c :: i q -- "//r /r/<- /'/' /<' 1 "' ''�'' / ®�S�D REV 2 OS 23 2012 • EXTE IOR TE RACE ABOVE " I `` u" - I ' ._....._ 4 - SSI''� 'I .-n1 4. ,cy 3I-0"—i 6", ' HATCH--INDICATE THY K ;e...' f-/ 1• STUDYIBATH lik‘lr, .., �,\‘,; ALABAMA LIMESTO E PAV RS I I IN MUD SET INTERIOR ON Y wigb' 0 I II 0 • • 71,: 4 I co 2 , 1 , 1 . I `` /: • ' \ /,• . , , \ I• Y• • T.O. FINS FL. 1ST FL�JOR . I i lP ,//; 16 R. • ( /Iaim1 E ,. ELI + 12' 10" I I I I \c. -:1_:,,1-117, %%��i�'/'! / 21' lp41 1 1 I 3' 0" I i 2' e��il — I'� I =Iill I f / \I; i i I i _,__.. i II / �, (... ._. . L _ 11 22" gl_11211, ';',0-17 / ' /// I 1 ,I 1 e• ENTRY FOYER I II� III III _ _ : j , r'. I I , /'�' \ — 10I -<KIT HEN _ � � I • _ : _ , , , , , , _ _ _ _ ... , _ __ :____ _ __ I 1 { \_ , - SIV 1 I ! �� ! ! ! '1P "/ ,//,/ ��1Ek. U I II��I • 1 119 . _. ,, , , , , , , , , , , , L A-A 01j Ailii, ; _ 1 : 1- II IImo i H F, : A A 1 , ii II `5.O ARCHITECR/ , A5.0 •' / n r) n n , , TS + PLANNERS / • • • I � ' a I — — — — WINE iminil. : , , , : , , iiiiiiiiii • • BRIDGEHAMPTON: I • / \ !I I1 ( HI I 11 II 1 i i 1936 MONTAUK HIGHWAY ' / 1 . '— _ _ 11 • ! A /' /' i 1 POST OFFICE BOX 763 . I ® I D•W_�1 DW ) E© i /1 /////01�(//O/ r���J, s BRIDGEHAMPTON, NY 11 1 w / I 1 I l I . . . • - • • . : I II t I II �� 5111 12'-62" 5111 _�� 3'-62' 52" 8'-1 " PHONE: 63 537 3555 ! I 5 O8 9' 34' p ��!�� FAX: 6311.537.0558 INDICATES SPILLOVER TROUGH I - ■ I i '` ,Pi �; 1 111111111111 O GUNITE POOL - / j m _� ,, A T.O. 'IN. F . ENTRY BRIDGE) 42'-0" x13' 8" / 2 8 ••• I • NEW YORK CITY izo • • e _._.._. --.. .w,– j ;may { ,., { h _ _. -- - - . l T • 37 • j i — = —�� I — —' EF " 4 8° ^� i ! 124 EAlel ST 40th STREET 0 _ ____ _ , • _. .. .....,.. . .. ... _ .. ....... .... .. . ... . . ... .. .. . ..... ...,...... . . .... . ......... .. . . . ..... . ... .. ... ...... ... , /_ I (_ = = iirrrdriii.�s i x I! ." tel///.�i%� I ' I #1102 . NEW YORK , NY I / 1 / I I - ° Y ' I in {{{{{(((((( -- — PHONE: 212.207.9204 I = / ' '\ 1 111 !1_ tll I_ n 1 1 I ! r 2 I 2 A,. ME z 1 3' 4 3 $2' FAX:N 212.207.9247 135 36 9 5' i ,'... I 1 r7c- "Vil . e -/-6,\ i i_'r , II/ // DN / INDICATES"NANAW LL'FOLDING r •;•,?�' ; ......_._.__..... . _._..._.... GUNITE SPAooill00 / PARTITION WALL TO� EET ALL HURRICANE / I I IM 0 ! I I ft ( I AND IMPACT REQUIREMENTS OF THE ; I MI --- Al- ° , • — HATCHLIND 'TES 2" / I \\ - ; RESIDENTIAL CODE F�IYS- I I��!• i i I `CABANA LIMESTONE RAVERS \\\ 1 • € ST ON DJUSTABLE PEDESTALS / \ IliI /i/i/ ' I 1.1111611 A i,. . , , , (PE OUS INSTAttAT ON) /IQ • / 1 5' I I % I 2 x — — I _ / / I . r//;/ /i// _�� / /iii////� ,. ;,' 1 * =' 1 RECREATION 1 — I ( p �" ::: r� Y , / 3 / SC EENED ERRACEI ® o I GYM BATH ' 3 / ® rfYt. M. T E i tll I +¢i 0 j/At j/ j I ! € • �J I IH" " la I 'a%as,a.p ?^`" k �, -yv ^a�,, r�' -'. ,'.� //41 : % ;//� 'i 2S'4 ,F 1 ( 1 t • Q/I INDICATES ALUMINUM FRAME ' S2'. ....... .._., / irAillW • .�.3 _ SCREENEDENC40SiJREIII0 ! • °/ ' j 1 I MORIARTY , e i '�Iii _ # I _ _ UP ! — -r 10;;1 '-a--GYM -- / Nimm //10 ,, '.'41 //4 '.. ...s, +► o/ I / i ! 2 �R. �I ! G RATTAN / P / ,, z I RESIDENCE �' I 108 UTILITY HANGING RM. — _ r I _ 1 _� ( ! I hql X11 2' S2" 1 1860 NEW SUFFOLK AVE 418, ;> 620 I �; p��1 { CUTCHOGUE, NY 77.811../d111111111,4°''1' '-ai'i 12' 81 ,.s 1!. , �' '�op, 4'„, a i ;BBQ , , IIII 11111 ��- .� � ,, ��, , ice, �� �i�, .ti; ' / A �,, ii, ,moi � , ��/ ����� _ U' -• --' I i .. . . . �.:•: / EGRESS UNIT ` 1ST) W. MAIN LEVEL., FQ�� / / / /TO. FIN. FL UTILITY ROOM r //////,,/// /-,/ // /<'iir//////a//r//'�/r�//ii��/,i/,,/� :,//,,:,, ///..� �,,,/ „i/r/�///,:.,,,,,r�,</ar�/��///,�io//�'� IF EL. + 10'-21/2” FLOOR PLAN T.O. FIN. FL. O.D. SHOWER "II FIN. EL. TBD(AT GRADE) NOTE: 2 BBQ AND FIREPLACE PROJECTION TO BE CANTILEVERED(NO FOUNDATION). SEE STRUCTURAL PLANS FOR FRAMING SPECIFICATIONS MAIN LEVEL (1ST) FLOOR PLAN B-B `5.1 `SCALE: I/4" = I '-0" 3'-SII 1. 30'011 18' 541 21_74 17'-6" /1- iNNr C / 1' 0 52 12' I / / / t C) �� eq / / 120'-8" �� r`' ;1' 4\Y '�. �-1 / p �� z I I � C55 F ii, 016842 04:4- B D 0FOFNO A 10 OCTOBER, 2011 A B D I � I I I I I � 64'-88" 6,. / � / 4'-11211 2' 58" 27'-97:78' . ''tt}>a-c`�,j11 \,._:_s_11'-8i"• . I )1 )7)-7/(//6 I ..•• ...:----•'---------; q 7C • x ,C E!) •5.1 _ 4t ').:(1) //z,...___/,,,,/,/,,,/...;,/,./7 ' ' � / /// ,, / ir'/ // / ;//7---/- i%///% _ . ....._ ....... . .... % // //e/i / // 0 — — ... . ..... ............_: .. ....................... ..... .............___ ._. .............. .. __. . ... . . .....___...... . .................... ..... .. .. ...... ... ......._.. . � //l✓�//i%/i �\ \ _ NN6 / \/ OO 0 / j - I / r'" �r % " I III _ / �,,-,-,,,,i_.\--...;,..1...-..DAA„,� \, r % p MASTER STUDYIF i / % tC, o��;cK NY,ari` / ® , / \--2,..5?.-7 • NOTE: 2"THICK STRUCTURAL % o' • ( / / � �F y , `�'' ' TUBE STEEL INTEGRATION, 1 ' 111 111 aII 11 t111 -%pmt •'� • 52' 12 02 52 602 , 4 94 �TS� _ * / _ SEE STRUCTURAL PLANS FOR ?�,--: v A. SPECIFICATIONS j f' / °`N,A _p s t- • 0 • O • r e , ATE BATH ots^�2 O� y 01 MASTER BEDROOM \ ,,,/„2,/,„)..,,, /�%,';"""/�"'/j/r%///////�/„///%/%///l////,%% $ �' 1 . at:• v; .......\ 6 z ® o ( 4• CHECKED BY. °,'l _ I ISSUED: IND CATES ARDW RED % _ / o % ISSUED FOR PERMIT: 05.02:2012 sr_ I ! KE �N i 1\/I XIDE DE'TE B / o I I p- O OR ii i /id///'ii//iaiid//iia/�/'ii/ 7\t/_,.. =. , ,-ICV �� _�II • r; )\'oI j E{-t?'-' y • • • • • „ 1---- j,.._ „ . Lc) ./ s • / ....___. _._._ DRESS /, t D p MASTERDRE T.O. FIN. EXT. TERRACE (2N FL.) , -/ t. 4{ 5� . // 22' s° '/ I h 9'-4" 52' / / di h /� I '' EL 2a /2" i :/ _. _ __,. REVISED. 1 :. I • i L ..•• / / , . - 3:_31: 1111 ,]2_ii ' / is ....• ..., 2 C ' II ,Lr.)„,, c7 • • / , �� / ® PPER FAMILY \ 0 i /�/ , ., • . i • INDICATES SKYLIGHT Viso N 20 R. I 00"" , , / „ F l ' N' �� _ ABOVE, PITCH 1/8 PER FT. �J > T O FIN FL 2ND FLOOR // �4 i //40 I . J E I G EL + 2 N - -- i ' ; ; ; i V�ERITAPEf�E SLEE1ER 4 5 • • / / R P�Y 0 TAM N / - / Iv1IN O �F \\ /// ✓ / t_; • , ,, .. • .. . „ i , .._ ... ,___ __,_..„ : • :• . . • . . BIiU •US I � I • \ / B B N I I. D ATH /• _ _ . /„‘ , , /// ,,,,,/ , ..: .. • . . . , , , , , , , , I - j o ,,;i ••••••••••••• •••• •••••••• • i : , , 0 . / INDICATES NANAWALL FOLDING .iiiii__ __il / _/, . :c�� /'/ ////'%//l/ ._._... ............. .. . _... . .... // / i . 1 1 PARTITION WALL TO MEET ALL HURRICANE / , • -:; / ;' • IOF THE — I o / I --1 2' 11 •” RESIDENTIAL CODE REQUIREMENTSOF NYS i , : z : : f • ANDIII / \ A A • • / RESIDEi \ / • A A v. ® .1...!,5..j.,, ':....1?„,_ A5.0 • • I , I 16' 0 " � — — `n '5.0 ARCHITECTS + PLANNERS 8 / 5p • �. • i / I • _Iti 8 0/ / �� GAS r _ 2x8 \ , \ -1 / //G%/ %i/ ///// //i //iii / /, �� ,. -.,///4/////4‘//i%//////l//////'/ll///i/////iii//////iii/`%///4//// �///r////�//,..,,, j/ ... _, BRIDGEHAMPTON: , , j cv 14' 84' v i % xX • j ?e 1 11 111 1936 MONTAUK HIGHWAY CN 2 s; i N + SSD 4 6 6z \�� ! u "� • •*,fz �o / POST OFFICE BOX 763 — \ � BRIDGEHAMPTON, NY 5/8"TYPE 'X"GYPSUM 6' 10$' �'' �� o BOARD FINISH ON ALL I 16' 7" / PHONE: 631.537.3555 o D X D FAX Al FAX: 631.537.0558 /' WALLS AND CEILING AT o+� ?+ ?+6'o - DN. r 2 = , _:,/ , , ,/ :/// ,, / . ,,/, . • • ,„ ,• .: :•• „ •• . .. .... . .. . • ................ . ..................... ... ............. . ”, ; , I , E \Boj 11) _ _ . 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PITCHED 1/8"PER FOOT CAP AT PERIMETER CURB 5/4"x 4" IPE DECKING, 1 1 \ 5 PLY HOT TAR BUILT-UP ROOF I //# SYSTEM OVER TAPERED RIGID • BLIND FASTENED OVER ' ' TAPERED PRESSURE TREATED I I PRESSURE UILT-UP CUB 1 \ ROOF INSULATION OVER 3/4" SLEEPERS OVER TAPERED T+G PLYWOOD SHEATHING RIGID ROOF INSULATION • PRESSURE TREATED '�� ',, _ CEMENT STUCCO FINISH OVER �' 0„,1,,i,..%,,,,,,, x �.�� I e6: .�� 111€ , BUILT-UP CURB 11.k• I DRAINAGE MAT OVER APPROVED - ARCHITECTS + PLANNERS , 5/4 x 4 CLEAR - �� ` UNDERLAYMENT OVER 3/4"CDX CENTERMATCH CEDAR > PLYWOO CAP AT PERIMETER CURB ----- ------- COPPER DRIP —1 ■ D SPECIFICATIONS SIDING OVER 3/4"CDX r______________ 1II _ 1 - - - - - -------- _____________i PLYWOOD SHEATHING • ••. �� �� - i PRESSURE TREATED BRIDGEHAMPTON: II 7 4 I t I -... se.........__. -I 1 BUILT-UP CURB I __ __ _ _ . ... . .. .........._... r _! 1936 MONTAUK HIGHWAY SEE STRUCTURAL DRAWINGS I SEE STRUCTURAL DRAWINGS I I �j - POST OFFICE BOX 763 FOR WIDE FLANGE STEELw. H FOR WOOD JOIST - - r- ------- ,� /, _— SEE STRUCTURAL DRAWINGS BRIDGEHAMPTON, NY SPECIFICATIONS SPECIFICATIONS 1 SEE STRUCTURAL DRAWINGS I)� FOR FRAMING FOR OPEN WEB WOOD JOIST ' ' I I • SPECIFICATIONS SPECIFICATIONS PHONE: 631.537.3555 ......) _ FAX: 631,537.0558 r '� I I • • • CEMENT STUCCO FINISH OVER 1 ,, i 12P _ SEE STRUCTURAL DRAWINGS \ DRAINAGE MAT OVER APPROVED • • . FOR OPEN WEB WOOD JOIST . .. ..• . . r-�_��� SPECIFICATIONS 1 • • �' i UNDERLAYMENT OVER 3/4' CDX '--- c . \ PLYWOOD SHEATHING, SEE NEW YORK CITY: _��►��� �� SPECIFICATIONS BLOCKING AS REQUIRED I 5/4"CLEAR CEDAR I _ \ / #24 EAST 40th STREET CENTERMATCH SOFFIT OVER NEW YORK , NY 5/4"x 4"CLEAR I 3/4"CDX PLYWOOD SOFFIT I I y �� PHONE: 212.207.9204 CENTERMATCH CEDAR FAX: 21 2.207.9247 I I OFF OVER 3/4"CDX I I I 5/8"THK. GYPSUM BOARD ALUMINUM CURTAIN WALL TO PLYWOOD SHEATHING 1 MEET ALL HURRICANE AND FINISH, PAINTED L J WIND BORNE DEBRIS IMPACT REQUIREMENTS OF NYS L 1 L /_. �.1 . I ("2") UPSET STEEL BEAM AT PERIMETER C.4) EXTERIOR SILL DETAIL ' SCALE: I 1/2" = I'-0" SCALE: I 1/2" = 1'-0" 6 ROOF SKYLIGHT DETAIL g CURB DETAIL @LOWER ROOF Y ALUMINUM CURTAIN WALL TO MEET ALL HURRICANE AND M r WIND BORNE DEBRIS IMPACT 1 SCALE: I I/2" = I' 0" 1 IIVIIIt.:, i IS ' Ilrii.:*".41:MPI alai—-7::V7Ii1;01,14,I'IlIII REQUIREMENTS ONYS SCALE: 1 1/2" = I'-0" E 1 STAINLESS STEEL PAN AT — — .— <. ' CURTAIN WALL, REF. �� ��� t 4 8"THICK TE = .. a I r"--- 7 ��_ PORED CONCRETE >> " FOUNDATION WALL, SEE :,'" a " ARCHITECT kI • DRAWINGS FOR A STRUCTURAL ...w, ° . , 1_' r1 . `, ::; , ,':`. I SEE STRUCTURAL DRAWINGS I SPECIFICATIONS I .... 2"THICK HONED ALABAMA FOR WOOD JOIST LIMESTONE POOL COPING, SPECIFICATIONS - - - - • - - - I I I Q 4"THICK POURED CONCRETE M O R I A RTY TBD - — — ,,,_ M--- ■■iii■iii■ -- ■■i■■■i 4 SLAB, SEE STRUCTURAL i 1 ■■�■■■�■ 1 _�� DRAWINGS FOR SPECIFICATIONS _ G R ATTR N 1 THICK STONE WATERLINE, - ----------__--- -__ :------ -_ s-- ---- ■ ss:, Baa- - ------ _ -- 9■■■�1__—_-- RESIDENCE PROVIDE SHELF IN GUNITE — — — 1'4111III;1 � � INDICATES 1/2" PERIMETER WALL I - - - - - - EXPANSION JOINT II - -- -- --------------- I' 1"THICK HONED ALABAMA - - - - - - - - - - - - - - - f i 1 �I I_I I 1 I I I I I�I I I H I I I i 11111111 a �....:1111_._: , '... POURED CONCRETE GRADE 11860 NEW SUFFOLK AVE 12"THICK WALL GUNITE LIMESTONE PAVER FLOOR _ — — — — C U TC H O G U E N Y / / \ 2"THICK ALABAMA „ II) a -` .._..._...... - -1111 . BEAM, SEE STRUCTURAL • • • • POOL AND SPILLOVER WALL, M OVER 2 THICK MUD BASE • • DESIGNED BY OTHERS \(, LIMESTONE PAVERS,TAPESTRY I • a• O O Q /Q� • • 1.111 • DRAWINGS FOR FINISH 1 1 SPECIFICATIONS ADJUSTABLE STONE PEDESTAL • OVER 5/4"x 6"PRESSURE r. j I I '......:._... ........._. a s a I BUILDING - TREATED SLEEPERSIdlii I I • 101P - 1111A.41._ a a U INGSECTIONAA ►� • I — — — — cf) I SECTION + DETAILS 1111.._. • PRESSURE TREATED DECK /. SEE STRUCTURAL DRAWINGS '� - PRESSURE TREATED DECK FRAMING, Io_-- FOR FRAMING . I 3 _. SEE STRUCTURAL DRAWINGS FOR a 7i Q 1 Q ... JOISTS AS PER STRUCTURAL ` a DRAWINGS I SPECIFICATIONS I SPECIFICATIONS, LAG BOLTED TO 1 , I I 4 a =1 n U i 1- I a 'O FRAME LL -40 (2) 2x6 PRESSURE TREATED a c U PRESSURE TREATED GIRDER, a SILL OVER TERMITE SHIELD . D I............_.._...... O O I O O '� ........._....._... cn • : . . ! i> SEE STRUCTURAL PLANS FOR I Q • • • • • • �� • „__p SPECIFICATIONS10 I • , , • : ._........._. o r� 3X4 PRESSURE TREATED a I _. a a . , , , , , , ,• , , .: . : . I l f � FRAMING AT LOWER STORAGE , . .- • . .... .. . 10” DIAMETER TIMBER PILE •, , : , , , , , : a .. . I ,• , . , ,: : , , , . , a � �• A 5 o 0, , ,, , ,I . „ , _ L J �- - - - - J L_ - •. . „ , I '• _J (II POOL WALL DETAIL EXTERIOR SILL DETAIL 0 WOOD IIBRIDGEII ENTRY DETAIL 9 GARDE BEAM 1 FOUNDATION DETAIL SCALE: I 1/2" = I'-0" SCALE: I 1/2" = 1'-0" SCALE: 11/2" = I'-0" SCALE: I 1/2" = I'-0" 10 OCTOBER, 2011 • ' • TOP OF ROOF JOISTS (UPPER) _ - - - - - - - SITEELEVATION: +35'-5"AMSC 13_ - - 13 13-------- ------------------------ - TOP OF ROOF JOISTS (LOWER) - - ._ SITE ELEVATION: +33' 5"AMSL _. _ _ _ - - - T - - _ T __ - - - - - - 0 ALUMINUM FRAME CURTAIN WALL // / �/� / % / 7/ / l / /,/,/,/,1 / . / /°/ '"/ / � ff//../. // / / / // ,,; / / ///>�/ /. / LATERAL LOAD REQUIREMENTS OF THE / y / /// // ,{ / / • / i / .4 ,, _ // / / / RESIDENTIAL CODE OF NYS / / // � / / / / / // / WALL CONSTRUCTION III. / / '//// / / // /• / , �/ / / / / / / /, / , ,///„,(„7 ////////////// j///i // // ,„ // , , ' , . , // / .//EG ES 'UNIT/ > , ,,,d . /, / / / %/, �d / / /� EG�2ESlS'IN1T a x 4 CENTERMATCH CEDAR / /. _... TOP OF FIN. FL. (2ND FL.) - ... .. - — — 7373.. ...... 73.....73. ... ............... I I 1313—__- 13 �_—_'__________ _________________1313- - ----- -----1313--1313 1313--1313 7373_...................1313 - .73..73. _ ...............7373.73.73. _._._....._....._.............._.._.......... ..._.. ....73........73.__._ ..._................_....._.........._........................... .. _....... ...........7373. �- - ---____-_______________-______________________=____________-__-___==_ _ _E===--===_=_____________----____________-7373-7373—__------_ _ 1313 _ _-=::_:-____::_::=--=:±.---=-"====-"—"------.. 7313—_ — SITE ELEVATION: +24 -5'AMSL I - - - - -------------------------- -------------- __ . 73....73_.._._.._. .... ..7373- --- 1313 1313 1313 1313 - „,,/, - 7373__- _ 7373__1373__ 7373 7313 - - 7373___ 7373 7373__ 1373_- - - - - - - - - - - - - _ 7313_ - - 7373. 7373__ _________ 7373__ - - ,r,/.._ 7373 TOP OF SUB FLOOR 2ND FL. % % �' y i _,_ . r . SITE ELEVATION: +24' 4 1/4”AMSC // / / // / j�� �� / //4// / vr, :,,,,,,jTOP OF STEEL (2ND FL.) -_ d_ d%/d ��� di' i�! d% / / ��/�% A A — ------11--..--./ ��/7 SITE ELEVATION: +24'-2 3/4"AMSC - - r"•/ /,,, / '', 'Jr - ' % 'I t '2/A / ,/ // ,`�/�://. i / / /// r''' ' / r r, " , vi / , pr /// / /, / // Afifir F/7 j /7 ,1/ :, / .2/ / A .. : - // ,// X , , , . ,,,, /. /„.;„ , ,r./, / "A ,,, / ..,/,,,A/ / , .„,A ,/z/ •4, ,7 A :. : 7 '' . TOP OF FIN. FLOOR LinsA-rmsFLL.) / / / / // ///,,, , /, , , / / // / / / / /j // / y _�— / / // / ,/ E: /7 „ // // i /%:// /SITE + / t . / / / / / „� / /�■��ELEVATION12 _ - / i / %f ' / � G % - ,7 /' / // ///y/ /✓/'/ /� ' / j/�TOP OF SUB FLOOR 1ST FL. /y/�%� �// —r. r----mi( ) / , / 1 �' -,/ -;, �, .e , 7,t/1/ e /„ / /,.7% / 7 . i;t :, , / , / / '' % / —SITE EL + _ I / . //, / / / /r / / / /ENATION. 12 7 AMSC / I h.,/ / ..//%;; /, // ;///�'/ // /// �/ �/ /� /0 ' /' <J J /G,� ti/// ii x7,, ,,.///� / 4 / // % / /, / � / / // � ...:....73.73..._..............._7373_.._. ------1313---- ----------1313--1313 / / / / y ��� �/s �lil1 ,ld; , //, , 'k'/ / / // / �r —1313--1313 1313 1313 ,j7 /4, ti / / / / TOP OF STEEL 1ST FL. I - 1313- 1 _ d% // ///.,, �// �C fjli SITE ELEVATION: + _ 13---1313--1313 --- -------1313--1313 -- --------------1313---- -----------------1313---- -------------1313---- - - - - T_ - - - - - - - 7373_____ ______________ 1373__ 12 51/2 AMSL /t./-/' / �_` i — — — — Zr— — — 73j== — — _1373.._ - _ 7373____ / l 7373__ _ _ i//;r '/ ! 7373 /r / // INDICATES FIN. GRADE (AT SEPTIC FIELD) / /• // 7373 7373 _.. _ .__. ..... . _ I I ...�_. 73.13 / / ....I -_.`SPIL�ZOGER�CNA,�L._..1373 .-_.....w._ SITE ELEVATION: +9' 0"AMSL / i/j//f// -` - - - - - �.__ / 7373 1373 'I,/./ - - - - - - - - - - i 13______-1313--- - - - - - - - - - - - - - - - - CHECKED BY: ZONE AE 6 + 2' FREEBOARD // i/ - - --------- SITE ELEVATION: +8'-0"AMSC - - - - - ..- - . - ii/ • /' :��% ' / - - __ ___________ 1 13_ __ ____ _____ __ - I-� - - - /� r /., /,,;!,,'F///: Ia - - - - - - - - - - - - - - - - - - - - • / / t '/ / _ _ �%/ j j" //t ; _ _ , I�� ISSUED: -////,/, // , / ',,// //i/// ./7;"//,' ,/,'/W./4,*, ', i . , // ., /rW /,">,, ,,, /ii,r i -,i ,ri/i. //, I ��� ISSUED FOR PERMIT: 05,02,2012 / /i i, "7%//%// //, / {ii, /-/ ///,/// /�/ / . r', ,///i// ':'/ / // / ,i/ / //i, / ////,//..,,/iii/ir,, ,- ,// /i // / / / //// //,/ . ,,r ,/ ,/ /// :,/ r/, ,, . /i// i , / ,/ I ,// /,., /'."„%// / // / /// / // ///ice/////o /r //- ,f O,, / /./j/i/� // // //i/fr/i'v /, ///// , / r / „ '- //1313. TOP OF LA / / ,..// // r / / /%/ / / / /////7/0//,/,” ,". /. ,// /// / / 1313 / , •/ / , , / / ./ �/, , ,- �/ / ',� ,,, ,.� / 1373_-1313 ,'. ' / // ,.,. , ,/, / , / // / /" ,r / -/ / 1313 �/, / '/ %/, r / � / r // / / / / , 7313-- / / r %r / / / /, r , � / i., /, D / /� / / //, /r„//; %// / /e.,74,,,./4„;////..// GRADE APPROX. SITE ELEVATION: ,, ,/i///./ /,, /// ,/;"'/.///'/,/,, �� /. � / f >%� /, ,� / r r 4'-0"AMSC %//,. ,.. r �/r , r'/ ,, , � q / r � / ✓ ■� I 7373 7373-7373-73731373_-__ / / r /// , / / / /' -/ // %/; / "'i' //,, f - ' y� / / -1313--1313 //� / - / „ //// /, , /�/, , r //.; / ✓' i /.�/ //�t/i, o / '//'. ,, ,; ./ //,/ ,,, / :" /,•//7/,/ / �i, � / i�-' / r., �/ _ —1313—1313 -- // // �/ / , / / ,, ,i / / � , /' � / / /�/' ./ % ------1313---- / , //'%"///,' // / � ./' 4 7313_ /. / / _-7373 7373 - � ,i/ ' /i �' ,/ '/ ry / � �' / //f' // /.� ' / / 1373_-_ / / / / � %' / / 7313__ !;/,/ ' :'/ /.r� /' ,/�. /', 1373_-__ / / � /// / / '%�'; /: / / / / /. � ,i, 1313--- '/ / / // / 'i / ,// '/ ,. /'�'•' _- TOP F /. / ,, ,t / /, ,/ � 0 SLAB A / - „ /; /"// / i, / � „ ,A, :.,,,,,”. 7313 / // , / i / / / / ,/. ,,i /�/ / / / / ,� / /' /. / / , /,'/ r / it /i SITE ELENA / /. / /,'1;': „ , / / TION: / / / /, �, /, / • ,/ , 3' 6"AM ,, / / / / r / /.('4,//4%%'/ / / 2/'//i'' '/-;;/-; ''',/ //7 ,/ // / / / / t///, '/ / /. ./ // , / / / /./ r, poi. MEAN / / / '.'," ,,,/' .e,/'",/, /;,'//2 /, ,,,e, ;' �./ / / ///i r / / / , /,/ /i ,� ///, / / /. ,r /r /, //// / / r /„/r/ r / // / /SEA LEVEL / // // / � , / / / r /- , / // // /, / / :� j , //, / , / , / r -/ '•1313/ / /// ,'- / ,.// /13131373_-1313 / / / / ' / '/ ' / / / / /' / / / / / / r /7/1,?/7/11373_—__ r / / / / / /i / / / /,/. /- -/ / /i 13 ,� ii / / /. ''.e/7 ,74&/ , / / / / 1313 / // / r. / /, / / /, / sir 141 , /�////// / / ', / /' ,/ i �,i/„- r, �1313 SITE ELEVATION: / 0' 0 i,/i//ii,,ii.,/,,/, /%/„///,i. ///,/ i. ////,i//„/!/i///. ,/j/r/�/M,/ ///� /// ///4,V/I///' _____- --- ------______--1313 - - - ____ ------ WALL CONSTRUCTION IV: INDICATES 36”HIGH ROCK FACED ALABAMA LIMESTONE STAINLESS STEEL CABLE VENEER AT POOL/TERRACE WALLS GUARDRAIL AT TERRACE 0 SOUTH ELEVATION REVISED: REV. 1:05.16.2012 SCALE:: REV. 2:05.23.2012 1/4” = I'-0” ARCHITECTS +PLANNERS WALL CONSTRUCTION III: Q 4"x 4”CENTERMATCH CEDAR BRIDGEHAMPTON: TOP OF ROOF JOISTS (UPPER) 1313----- - - - - - - - SITE ELEVATION: +35' 5"AMSL _____ --- -- ______ -- -- -- - - 1936 MONTAUK HIGHWAY ------------------------ POST OFFICE BOX 763 BRIDGEHAMPTON, NY TOP OF ROOF JOISTS (LOWER) _ _ _ _ _ -------- - 7313- 7373- - - - 1313- 7313- - - - - -7373 - _ --------------------- - - - - - - - - - - - - — SITE ELEVATION: +33' 5"AMSC -- - PHONE: 631.537.3555 --- - ------- - FAX: 631.537.0558 . „„e. .. p r„ r/./ • . . WALL CONSTRUCTION 1; //////// /• �,% . „..,/,,,,....... „ , r , / / ,, ,,, 3 COAT CEMENT STUCCO / / / r/ / / 7, , ,,.// / / ///N/ j// // �, / / / ' / // / / / % // ?/j' NEW YORK CITY: FINISH, SEE SUBMITTED SAMPLE ,: . /j. ., ` ; ' . // / / ' / / // / /: BOARD FOR APPROVED COLOR // j // ���, // r� /, ...... / I / j/// // / //1,„,,,/./ d/ // / %/ /// 124 EAST 40th T // ” : ,% // / / / /'/ STREET // / #1102 NEW Y / / / / / ' YORK , NY A /4 A A, / / / PHONE: 212.207.9204 • 212.207.9247 73.73_ 73.73................_.... 1,,Ai., -::', „IC 41,0;=,""4",-,.,-,.,..,-;.... . ' ..,:,:-:''''" ................ TOP OF FIN. FL. (2ND FL.) 1313- 1313 1313 1313 --- -- - 13 13---1313---- ------__ 7313----- ___--------7373__1373 7373_-73737373=7373 = 7373__ 7373 _ 7373 - 73.......73._.......... ....... - - -- - - _7373__---::__=-7373__-7373__-_1373___: �.__.= q- SITE ELEVATION: +24'-5"AMSC -- ----------- ------1313--1313 13 13-----.1313.----- - ------1313--- ----------- ----- ----------------------- --1313--1313 - - - - - ----- ----- -- ------- 1313------------- ------..73..73_ 7313''_=73 __-- -----1313--1313 -- -----------1313--1313 - _________ ________ _______= __________=7373____=========7373__==13 ====73====== ==_ __=_==_ =7373=_======7373___==_==1373_ : : - 1373_ - - TOP OF SUB FLOOR (2ND FL.) —� I % i /. . j/ ,. / ./, j ,%/% % % % r ___ _ _____ WALL CONSTRUCTION I: - - SITE ELEVATION: +24' 4 1/4"AMSC j/ jj////� / / / / j//j� //// - j i% j/// j%/ Oji/ � / A� ,/ 3 COAT CEMENT STUCCO I _ " j /// r j// /A: / ///7, j � /A /// .' - / ' ,i , 1 / ' 'i; ' ' FINISH, SEE SUBMITTED SAMPLE WALL CONSTRUCTION III: • j , . TOP OF STEEL (2ND FL.) J // / �� j / BOARD FOR R 4 x 4 CENTERMATCH CEDAR // i� �� / // �/ APPROVED �I SITE ELEVATION: +24'-2 3/4"AMSL „ , r 7373 // // %/ �; %// r f/ ///; _ ///Iii ///4//' / ,,/,„,. ///,, ,, , ,/ � ' „ /„I / /0 " Ad/A //// / / 7 A : I / /I/ ._ /1 , , ' : . 1 • • // /• / � /,/ n I� yrY�JNLLr. �M, mW,:I��a:'E 1d �Y�JWI� ,�JJI �: 1u�I�Y l��i� W �lil lir+'m11r Iv .k ,�,� �� La STEEL RATE IIPOP BOX" / / /, / / ! /% : /�• /1 / : Ah'h N » �� .I� ,: TOP OF FIN. FLOOR (1ST FL.) / f/ / / / /,d I I + '- WINDOW TO BE ENGINEERED / / / SITE ELEVATION: 12 E / / / / /' . V. / • 0 10 AMSC YN//// �/ /// / / s // % //�� /,.//. C' './I / / .... 'r// /. ..S ti r�� - _ - .._ .... ._ .73..73. ......_. -. _/ / / ... ,'/ ., 7373_- 1373- - 1373_ 1373 �c - , �� I', / - u / - - - 7373 I, (J. 1373 - 1313__1313-__e / / / / / 73.13-- �_ � � 7373 ' , %// / ,/ � ,/ , 1......;;;.;;;. • .........._I��IIYI�I II�W� 1373_ -- -- ` ^":.f.k 8.� '+` '- ,.• ,. (1113 TOP OF SUB FLOOR (1ST FL.) , ,, I i��% 7373 • �fj : SITE ELEVATION. +12 7 AMSC . / : . �/ /1p ,:: ;//,7.4=0 ,11/. .::.2/01.„,.../.,,, I �; t. , I , ,,.% • // • /�� / / / / / ql r / �� - _........ ._.- ....... ...._... 73...73.. .... ..... /,/ /,. �// / / / / �I __r _..�'.. L_ ,��T ! ... . .73......73... ii 1313-.7373.... ......_.. ... 1313-- ..7373... EGI2ESS�U�GT , /�i iLI TOP OF STEEL (1ST FL. I __ ,�w � -----1313--1313 1313--- — - . ti / �.�,�, �., �l►1.. �. - . 7373_—__ — — —=1313 1313 ;,�, - ,.,oi��//, A,„;„ % iii r/:%' % -•�7�j / ''"' ... 7373-7373-7373-7373—�_-7373-7373-73731373_—__ __�___1373_—__�__—_ _ 7373_ 7373—__— _.�-_ -------------- ---------- ---_------------------ SITE ELEVATION: +12 5 1/2 AMSC r//r. ,..' ,r/,,/ / i- ; f / 1373 7373__ _ 7373____ 1313 1313 1313--- - 1313-- R I A RTY /-'',// /7',/,/,',' „ , ,�'.,.:- � / ,r / /� - ======_- 7373_-_- 7373-_131373-13-________==7= - - 1313-- - /: ,v' /s',,;,;%,;40;:.;,./.../.. �% / / �// // - - - 1373 _=_' i „V/' ,,///,�, ,, ,y ,;., 1313 - I ,' ...... ..._ .- ._.... .. ..... ...... 1313. ,,, G R ATT /,,z,.,,,,„ .,/,,< / / �, ,, , rv° r / :_ _ _Li_J _ _ _ l = J AN - �_1 -113 SITEELEVATION +90AMSC ��' - . — - 13 - 1313--- 13 — — — ... .... -_.. . ... - 13.73 . ..::: .. ...._.- - - - - - -� - - 1 1860NEWSUFF- - - OLKAVE A , , SITE ELEVATION: +8' 0 AMSC - - - - r r / i�/ / - - - - - - - - - - - — ________ - - - - CUTCHOGUE, NY _ i i j 7373allin 1373 im a 4, 1 I 1 I / / % %'i// i figI -.11111111114.111`- 73.73. illimi TOP OF SLAB L.L. STORAGE ; ; 97,/,r/2/‘:,//‘,/, // / / , �� ,1 ii /�/ / / / / / % ® / / �� / / / ��� SOUTH +�/ / / WEST SITE ELEVATION. +4 -0 AMSC /% ,/ / /�. //// /ii a . , . „. / // / /r / / / / /r // // /y// / h/, v1/7-cro.' tA. T / / / U LDIOP OF SLAB GARA E / NG / G ELEV/ / / / ATI/ / ELEVATIONS SITE ELEVATION. 3 6 AMSC / / / / t . '//, MEAN SEA LEVEL / % / / //V//� / I +73 '73 ” / / / � /://////z/ / / SITE ELEVATION: / 0 0 , , , / / , 0 WEST ELEVATION SCALE: 1/4" = 1'-0" ED Apci y A4 0 19 r r3np 1 NG�TiN Y il:it„.://1:*____ ,11 'p • 016842 0� T 10 OCTOBER, 2011 _ - _ _ - __ , 411*11k 'mIMI A5.1 TOP [)FROOF JOISTS 8UppERl S�EELEVATION: +3�'5^ ------- ---����� ^ T ------- ----- "TOP OFROOF JOISTS /[OUEQ\ 77 - -'--- -� ��� .:'' 0 MECHANICAL ROOM ,R. ;:.,;. ‘, 40 r ,1 0 6 41 IR IR •:;,,, . w•�1 -TOP OF FIN. FL. (2ND FL.) --'�N� SITE '� - - - - - " TOP . % li .$ .,.\ .: .,- I . .1. i 1. ,,,,',,,';:,,,,,,,.>\,-fi,,,,,,,,;,,,,,, iiiii• 41111111 ___ • 11111111r1111111111) • fliiliIIIIIiiirlinli []F ��� F���� | | U (2NDFL.) --� | SITE ELEVATION: +2�'41�" | o | ^ TOpOFSTEE[ /7NDFNiii [l __JMIME011 ni~ SITE ELEVATION: +24''23/4^ INII MIMI IIIIII ilil III 4 mil. TOP <]FFIN. FLOOR (1STF[) it:::7 il,, 0-) c,i1 CO SITE +12''1O^ ---1MIME ELEVATION: | immi TOP []FSUB FLOOR /1STFL.\ ' 111101 �Q� SITE ELEVATION: +17' , -1I Al r lii | IIMIIE MEM TOP OFSTEEL /1STF[ L FL.) | _ IF________________________________Ii ilr__. _________________._._.____..1._--....__A.AA___AJ i.A______ A __ _ _ __ _ _ ___________A_______:_________________________ .....L._.7........7.____,4____ri) _•,„„.11, ---i 1 .... .0 • . /,‘„, .,,, • , 6,, / - --_----_-_---_--_--_-_- _ --_--_-_---_--_-_---_''-_--_--_--_--_--_--_-_--_---_-_- '' --_--_„-_-_-,_--_-_--_--_-_--_--_-_--_---` ------------------�-�-;7 SITE ELEVATION: +1Z'51/2" -- -- �� ---- - - ------- � ----------�-----------' -' ----------- '------ --------- (:/:1:11 11 �N. GRADE (AT SEPTIC FIELD) _ _ _ _ _ _ _ _ --- --- -- SITE ELEVATION: +�'O^ \`-- | � �� - - -- -- - -- --- - --- -- - - ZONE AE6 f �. FREEBOARD 1-- - -- --- -- -- - -- -- --- 0 ^'` A" MECH � GARAGE 1ill �� I - -- -- -- - -- -- - ------ - - I ( ' .[} - 17- � m� ` _~�_S|TEELEVAT0N: +�'O^ (3 BASEMENT STORAGE I 0 TOP ]FSLAB (L.L. STORAGE) � � _ _ ''_ __ -_ - - __ _- _-_ __� SITE ELEVATION: +�'0^ • ' 11 - - ---- -- CHECKED' --L �--.-~-��-�------^-----�---- � -.--.1 - ----- - � ' r -----------------�'-'---'----- /�-� �� -�d IT nTOPOFSLAB `^ ~`~~) -- ' � •� \� � ` ��'�� / �/�� ��� �� � / � �� � u�uo^ \/ � ��r ������. ` � � � ,`. . ��, � - ^~ ~-- ' 7. 17 1 ITI. -= --- ------------------- ---' ISSUED: SITE ELEVATION: +�'O^ � � i i ri / - x � -- - � — — - -\ _:1 1r—�~` ~ �`^—~ �^~1 ISSUED FOR PE0�TU5�220l2/ / / / / / / / � / / / / i U / / / /MEAN SEA LEVEL �-' _� �_ '� - --- - -- �x J �x* / /S�EELEVAT|ON: +�� O^ +~c" U I � / / �� lxJ ' --- -- - -- - U "� ~~ ~~ ~~ ~~ ^ U � ` BUILDING � ��VU � � SECTION U� �|� � ^[� =�� m ���^ " � ~~ SCALE: 1/4^ = |'-U^ ' LEAD COATED COPPER DRIP CAP ATPERIMETER CURB PRESSURE TREAT D " BUILT-UP CURB K .„„ r ~ 7 --- ~1 REVISED: (_' ) ` ~ 5PLY HOT�QBU|[�UPROOF SYSTEWOVERDAPEREDR� DNNU 1 I - �-' ROOF INSULATION 1 UU T+GPLYVDDDSHEATH|NG U - ` | ,, 1 U U ALUMINUM CURTAIN VAL T] KEETALLHUQR �NEAND. ' | . . ! SEE STRUCTURAL DRAWINGS INDICATES CMU � -- / U WIND BORNE D E 8Q� |M � C T REQUIREMENTS DFNYS U | |, 'y ' |! FOR OPEN WEB WOOD JO � SPECIFICATIONS (NON-COMBUSTIBLE) U SURROUND ;� x| U � � �N �" ill � �� � � ---UU SEESTQUCTUQALDQAV 'NGS5PLYHOTTAQ8U|O�PQOOF . � -- - - ' ---U FOR WIDE FLANGE STEEL el - - u � SYSTEM � RTAPEREDR|G|D i. . : 1 4 . U SPECIFICATIONS _ _ _ __RODF |NSU�J|]NOVER 3/4^ U T+GP[YVOODSHEATH|NG PAINT GRADE POPLAR U' |NTEQ|OQF/N|SH - III � � � �LEADCD/TEDCDppERDR|p U CEMENT STUCCO FINISH OVER 1DRA|NA�EKAT }VERAPpR0VE� / WIDE FLANGE STRUCTURAL�EEL ASPER STRUCTURAL DRAWINGS BLOCK|NGASQE�U|QED * � � n | ^ E � � S + PLAmN � R � CAP ATPERIMETER CURB UNOER �&ENT�VEQ3/4"CDX AND r\ II IP 1. 16. _PLYWOOD SHEATHING,SEE FiEUADHC|NO�/VTE|D7HCDDQP|PPCER�P PRESSURE TREATED SPECIFICATIONS -- rii. BUILT-UP CURB . U - - - ' - - - - - - - - . 21rAlli - - - ' - .-- - SEE STRUCTURAL PUNS FOR U FRAMING SPECIFICATIONS 8R|DGEHAMp�N: IIIIPI• � U lY86KDND\UKHIGHWAY U SEE STRUCTURAL DRAWINGS -i��'- �=, � •m< < ' � •m ' _ �� . _ - I ' / !!1110011 SEE STRUCTURAL PUWSFOR J0ST�NGEQSPECIFICATIONS /111 ------ -- POST OFr|CE8 }X763FDROPENWEBWODDJO|ST ' - ' SEESTRUCTUQAL�Q/� |N�S _ K BR| }GEHAKPTON' NYSPECIFICATIONS U ` ' °� FOR FRAMING � V | PHONE: 63l 5373555' SPECIFICATIONS \ Y ) illi� K ( FAX: 63l.537'u558. ��m� W041114 |i.| U Illr 3COAT CEMENT STUCCO FINISH U ` . ||' 1.'' | 5/4^CLEAR CEDAR SOFF�| ' SEEST�UCTUQALDQ/ NN�S U OVER DRAINAGE MAT OVER /| ' » / �/ / AND FASCIA | |! | FOR OPEN WEB WOOD JOBJAPPQ �EOUNDER�YMENTOVER `_ �� \ | � 3/4 CDXPLYWOOD SHEATH�G' SPECIFICATIONS U U ALUMINUM CUQTmNWAL T} NEW YORK C�tSEE SPECIFICATIONS U ` ' ii.....' ,,,, ,, „ | U |,` ; .1, !! .' | U ~. I L U L MEET ALL HURRICANE AND U ` _L.- --- -- --� K VNND K�QN� DEBR�UNpACT l24 EAST 40th STREET ' -� #llO2 mswYORK ' wY QEQU�E��ENTSOFNYS I ` 0 BUILDING SECTION �~ � BUILDING SECTION B~B PHONE: 2122079204 FAX: 212. 07247 4 L ` 5/8^THK. GYPSUM BOARD SCALE: |/�'' - |'-O^ SCALE: |/4^ = |' 0^ ALU�W|NU��CURTAIN WALL TO FINISH, PAINTED - MEET ALL HURRICANE AND U 0 ROOF FRAMING DETAIL I- ` n WIND BORNE DEBRIS/M�C ' REQUIREMENTS OFNYS EDyARDS: 210 EDWaRDSVILLAGE BLVD SCALE: | |/2^ = |'-0^ U { I POST OFFICE BOX O78m WALL INSULATION ASPER ' #D-20 2' EDWARDS, COQESCHECKQEQUIREWENTS (2) 2X6 PRESSURE TREATED SILL I ' °.-~~~- U - ^- U PHONE: 970.926.4151 FAX: 970.926.6016(2) 2x6PQESSUQETREATED SILL ' ,, ` K U KPLATE'TYPICAL ` - U---- - ` UUUUKU,U�U"U"U _ :___ -' U� ' ‘ '` ` ` ` ` ` . ` ' ` - ' � � � r' - - - - - - - - -- - -- - -- --- - -'- --- -SEESTRUCTURAL PL4NSFOR WIDE ; 111 � t 8 ' ': .........___ �FLANGESTEELSPEC�C/T ]NS � � I �^C���D�G�|� ``--------L--------=;1 '1! --.; 1 \fr / � r ^r ' | � � | -' - � i FINAL GRADE | .- ! U SEE STRUCTURAL PUNSFOR .. SPpDEUCQ|EFD|C/FO�K�UNN[S �|]NVALL.6 3CO/�CEMENT STUCCO FINISH \ \ \ \ / U OVERDQA '' ~EMAJ{�-Q �APPROVED UNDERL4YMENTOVER / | � | _ ___ | / -_` • - -||3/4"CDXPU�OODSHEATHING, ' . | | | - «' _------- SEESPEC|F| �T|ONS ||__ M - R UAR T�� � � >< 4 ' -U • | ' | | GRA- AZ. � � - - / • • • /� . . • � | _ | ALUMINUM CURTAIN WALL TO . | i | I RESIDENCE , MEET ALL HURRICANE AND * 1 [ i | | WIND BORNE DEBQ�IMPACT | 4 • . 11860 NEW SUFFOLK AVE • »REQU|REWENTSOFNYS U » ..•• SEE STRUCTURAL DQ/ �NGFOR CUTCHOGUE' NY| | �� ��/�BC�— e 0/2 , i SPECIFICATIONS, ' 4 U ----/ | ' °--- M -------- / ' ! ---/ _-_-| -||� | � � ^ A /-| - ! BUILDING SECTION B-B . || | . . 1 0 r- - ,- - -_, 0 �| | | SECTION + DETAILS| | |• |, , 1 ' | | * a � '_�| -- �-| "A J � | | ||. _| _ / __�_ | ----• | - - . .---'- ! U_U 10" DIAMETER MBERTIK BER PIL E'SEEv�___ p o � 0, ! STRUCTURAL PLANS FOR_/ ' | - - SPECIFICATIONS- | ._ ` . ^ ~ .-,. 4 ( 4 . A c A i | ! | \ ! . | 1 \ 0` \ 4 ' / | ' || . A501 .' � J. . ` 4111 .--4 L �� .. L J BUILDING � ��M] � � .��� U UK �|� ��~�� ~~�~~ " ���' " ~~ ~~ (I) SCALE: |/�^ - |'-0^ , 6 BUILDING SECTION DETAIL 28 NOVEMBER, �[ ] ]SC4LE: I |/2^ = |'-0^ 00 >- 0_ �' _' C � �� �- cc 5'-3" 9'-6" 10' _ 6'_42" 7'-9" / 7'-92" / 9' / 9'-12" / /— 1'-72" `n I H- 1- I I H-65 11\ I FACE OF FDN WALL W U p I ` H-63 I N `r w En H H > - N 1'-73114 / 2, -/ I I H-8 H-9 H-10 I fr) Cr Q *=1N / H-7 = kt / • / H-6 • _� _ N N W / T P- h. Q H11I o N 0 - / LC; C6 CO / H-2 H-3 4 H-5 - / Flim0 / / CV ; I =t^ / _ (O H-1 / / 0 u) / l . , :____• i o 0 j , • \ - - • - - °� l - I \ H-12 .C / D-1 D-2 D-3 H-19 I- 10'-4" / 10'-4"/ ~ • H-2 H-27 = V Z, Olt. LLJ c lit ti..) < co 2 c'il /f / // 11•(le N "--.9 .. 0 C M / i / /p-2•N _ /// 1/ / , N N P 33 \ \„ ,i, /I ` ' 1 Zo H-14 �' • �' CI:• • Q / • 0 \-- < 0 ” i / , // \ /DEEP END / \ / ' • I .c: I \ c6 / / P-►/ , >' >/ 11" 11" H�3 // // \ >.: \ N / /P-4 �'�, / 8'-11" - . /:- 13' / 7'-5" 3'-7" / 5' 13' ! 6'-21„ // 4" / . s . •„Z j / • /� s9'6'% P-7 \ \ / %/ I -- - H.1� - _ _ _ - - - - �+d INFINITE EDGE // P-9/ / \ lc, / _ - - -= • - ... \-- — — -H--5-91 - - 4. a33N�6 / / // / / , -- - \ H-28 H-29 _ I I Ilir, <t, - ,n i , / // / \ \ /P8NI D 6 I D-7 1 D-8 • H-21 I .- �t / // ii /� \ `� / I H-30 H-31 r1. . [ — — — H-5 ii L _ 15 ' 3 ‘1.,-., /,•'. rk4 12 W /i / j/ \ \ \ / / _INSIDE FACE COI': - I - Q I ..,, �'Is ',tp, e� / / / / P-11\ i COPING WALL I I I I .� -- Q- �t„� G���o INSIDE FACE OF / / ~ \ \ / 00 _ r - - - - - - -Co u COPING WALL /i/ /)\ N \ N '��\ �, I =,_ _, "c? cl, //// // \ \ \ P-1I� /�/ 4�,�., II I r • r - r - - I ..ki.- ' \ TV ii /i i% / \ \ jc" - - - - - - � I L — H-32 - - -I -- \ H-16 �- �� - - i / j" / P-14\ \ \ \ / // 1460 ` _ _ H 32 Co H-34 r / / � - / /i// /// // / / N \ \ \ \ i/ //' " �_� -Nov � ,1 H-22 �; :t �. / 0 i / // 3 \ \ �; i D-9 D-10 / ZO H-33 r - - I,I, co W ,co �i /i j� N \;� j I / / I I , , \ ,,, i __- ----- // 7 c ,4 • / / / i /// %/ i N. \ , 2,_13., / _� H-35 P-21 ��\ ,�i�`\ /' 7% ,j \ \ \ \ \ 8�.r i i/ ` - —� - - - f� fi - \ - - - ! 8'-71,� / 4'-5,� / �� 1„ I �I CO _ -5- uu SPA 7. / / ► H-24 2 2 / // �P-2 / \ i/ D-11 D-12 D-13 / H-61 �� -. ___„<--____ , G"-9" / / ,, ,\\� / / // / SHALLOW END \ / / / _ �i►IT h •°IN ,,' , Q / P-22 - / /.._ / P-18\ i 1 \ �� �///.../.2/.. / / TIN , \ � \ � � / �- i 3 / \�/ / / I� o i, J z H 5 \� � , 8 5'-24- // 4-10 / 4-10 - / 6-9 /2-7 Pl I I girte \ � � � \ � ��_\�z� \ \ / /H-62 r �. I W „,. H-56 P-23� / _ \ \ lasm'rm I.. eD 21 / , �� --- _ ` / j,-,,... _ --_ ,_ 8' / / _ \ - - t H-18 O 6 H-57 \ < 1 �\ - / / D-14 c� D-15 D-16 1 / I ►0 H-25 c� I. I '& 0 (JD . N.- / / , -._ ' --,. ___. / 4'-4-4- / ------- --/?-; / 1 T (5 0 Uo P-25I '' TIN �./ / \ iso >1". ' - I H-54 / L H-5>3 H-52� L H-51 H-50 J 9hi- H-48 LI 11_47 I H-45 I H-44 H-43 • I H-42 H-41 - - - H�40 T 0 _ _ \ a _ _ 0 . . - s .,, el - • cc / -Th T. ___/ 1 H-46 kr FACE OF FDN WALL `r I FACE OF FDN WALL CC 1'-6" / / 10'-10" / 10'-10" / 8' / 8' / 8' / 8' / 9'-4" / 6'-8" / 8'-10" I / 2' -7( 6'-2" / 8'-2" / ' 1" 1,_71„ 8-2 / 81-4" ! 6 -22 / 2 0 L/ ( E, DRAWN BY: EO * FLOOD ZONE AE 6' + 2' DATE: 01.11.12 SCALE: AS NOTED SHEET HOUSE: 65 PILES DECK: 16 PILES POOL: 25 PILES tIllj PILE PLAN TOTAL: 106 PILES SCALE: 1 /4" = 1 '-O" 6 =1 OF SHEETS 000 >- w w w m 48" x 48" x 15" PILE CAP 1[ r -I 1 / 1 ' / 4" y 5" y 11 " )' 4" Y 1 . / 42 - / a_0" 0 TIMBER a_ Ai 1" x 16" x 20" HDG PILE �� -� -� C ' 1 ��' 1 E p ¢ STL. BASE R / \\ "' / 6'-04" / 19'-34" �/ 6'-21" / 15'-8 " / 20'-1 " �/ 4 2 4 20" x24" P.C. r - - - , ¢ �. Z1 a 1\ �/ PEDESTAL = I -T-;. --I-�, I T.O. FDNB WALL p - w ,-� �t' // / - • r.: 1 II *- - - - - - ELEV. 11 - 3/a- - - �-- cn �) - \ • \ ' �� •/ I 1 \ �,T - �� w = w 7/ / ZWOOD FRAME 1 311 /- b I `..# �— it ccQ \ / r/ ,,ddlh�,, 1 -114 / 2 - ' _ - / OUTLINE N I '' I �� I COM ¢ m 1 ' \ / I _ SMART VENTS Com'` I \ /i ,dl lu.. / J 4 SINGLE UNITSi m /////// Mr ,--11- , _ _ - i/ / ',, � 4 1 /a x18 A.B. / r T \ . /1/4 1}< ,./---\\< A eIt. w/ 3" PROJECTION (P,, / / N C \ n , \ % ` I �j0 / / / N N N w NI c�•iFi�111L��• / T T T L \ / / / c'? o.- oN8 /" O.D. HDG / 1 / �\ // - (p In to STL. COL. �: iEINI._i• ,11�naeri�q�mA — �:mi��n�cill�ee � ii•fia O O 0 6. / J4:$' /�1�►' N2-N° T.O. SLAB (GARAGE) - /.p / . : ELEV. 31-61° T /Aid., . . 8" DIA. COL BASE PLATE DETAIL � .7 // 8" /�- 0 co 0 92( i \ / �• T.O. FDN. WALL _ S-2 SCALE: 1 1/2" = 1'-0" iii '❖� ELEV. 11' - 3" O Ar 2' t ::. I I/C - - - ( t3) S 5/e"O.D. HDG / 12 /4-"F 1 ,. , < C .4,5., Z\ • STL. COL. WOOD FRAME // �/ /� \ I - < 0)W O OUTLINE / // // \ \ • . • _1 G t // N , . 1 T / � i \ N \ I - U m ° T 2 -2x6PLATEI CD O / CCA TREATED j / /// / N N N N N \ \ L — f �--�� C 4-#4REBAR / \ EGRADE / /'// N \ ,, • ' I �� 28 E ///\'�\/\'///',/\///\ V\\/,'s,\/\/\///\/\/\/\/\/ / \ Cr Q C� /\/\ � 1°x16"x20"HDG \/ „ �'\ \ \\�/ //\ /\//\� / / // ,� N \ �/ / L 1 ----. < 0 3--'' 3 CLP , .\ \\\\\ .\. \.. / / %\\/ STL. BASER,j \ a a` //' / %/\%/\//\%\//\//\//�/� / / // \ \ Ni / \ \ \\\ \/\\,/\i/\\\< \,\\ \\/ `''\\/ /�/\ \ \ \ \ \ / / / / \ \ / / 1'-6" 2 \/\/\\/\\/4 CLR \\` ,/ �•:\1:4 CLR. \/ / - / // ,/ i\ \ \ \ \� \� \ \ \ �.` ..,:.: :. :::.:.::..---� \ _\ \\;T.O. PILE CAP / / / \ \ N'/ / \//\//�//�/////%010 a .` / \, ELEV. 3'-2" '/, / // / \ \ _ IIIONIMI `i\5-#5 REBAR EA.WAY-. ., ____4,_ ° \\�\ \ �\�' •\, \. \•\\\ // / N N /// y I 1 1 n ■ X EQUALY SPACED;:/� o A ° a <,•:‘,:\/ // / I 6-22 / \ \ • __ 3 i / //i//i//i/,:ii VJ °a -- ° r c ' if i//i//i//i//i /i//, / / / / \ \ / - — ° ° I • L_ L • , SEE ARCH. DWGS _, L' - / / / // \ _l FOR DETAIL 4-1 Ya'x 16"A.B. / � 1 1 It / // // \ // / T.0. FDN. WALL • , ,,:. :.;. . .4.. ..1 EMBEDMENT \ \ N/ / .';.' • r,:" } w/3"PROJECTION / 1 ! `' / /// \ \ N / ELEV. 11' 3 Y4"� ' • r— — — — 7 , p— — ar ��-','0s, , \\— 10"0 CLASS B PILE / 4 / / \ \ N \ J/Y I _ f ( 61-2211 I /%�' — 8" cV - j ® �`'GP • k� N N 12" 24" 12"— f / // / N N N N / ` // • • I r ��� • l - — T — -1 L '��� • �tiys t� 8' DIA. COL FTG. SEC ' ! j / \ \ / I __ v.:-a� �.S \ Q ,r ' / �l'` I •;•�-�•-i JI;' ,fi , ,4Fi� ♦ t� / / \ \ /� —._ ._. . _.. ,. .— tee;��.-ua 1-�_11,.:tF L, .L! '= ,'z.J—... __._ f-,'. 2 !/ ;7• % " ` N/ // y N N ` �'/ % ! T.O. SLAB EASEMENT / �`,_ \ \ 7 ELEV. 4'-0" N, 1 : 1 ____ _ __ __ / // / / / 1 \ :. - /-- /// / / \ 1 rf . . .. .,... ,..,,,:,, i„,,,-/- ,,,,,_. ,.:,, ..,_._... .,„ •,,, ... / ,/ // , , , , • , „ /is _ _ _ _ _ _ _ , .. , ,,, , , , / / , --boi , , ,_ i --, .i, , .. w , ////// , \ \, , 0 I i .., \ \ / Z / \ 1'-6", / , , 6'-9" 1 3' I // \ 7 / / 1'_0111 �� \ ../.... // // \ \ \ \ / / / 4 1 "..V T.O. FDN. WALL \ \ \ \ /// i / _ J 1 _ _ 1,-611 ELEV. 11 3 I. .--, • •- • •.• : • / - / /// - \ \ \ \ \/ /// / / \ \ / Ai r \ N W \ \ \ \ \ \ / / / / \ \ \ / T / / T.O. SLAB _ ,_N Q 1 / "'7/ • \ \ / \ / / ELEV. 12'-4 %2" `�'eo CC Q La' ...„. , ......„ // / I— Li- (r9 r \ 1 / ` T.O. FDN. WALL - 1 ELEV. 12' - 5 3/4" \ - 0 ---. ...... 7---Aer -.., -..._ 2 / , _lel / - Opr / • I S-3 t� O � TM / \ \ / / \ \ \ \ /iiiir \ J Iif) Q �'® \/ II / 1 -6 8 811 1 - - •p / c)? -._ z I- < /"/ 8" / / \ \ \ WI'IHIII \ � \( 8 0 1' / /F / / 21'-7" ` '1111111 �N 11 / 20'-6" 1_ 11 \ – 1 1 11 1 311 1_ 11 4' \ 1 11 CD O0 6 / / 17-1- CO Z = r 5-11 / 8 8 / /`1 3p-2 11 O __J / / Jae 0 10 / r T ' 1 \ 171----/ 1 ' 1 ' l ' ••Iiy" �►�4�i •� ♦• i••1�►•�rT"i• -�•••�.�� -iii' „i '�iii'i•='� ?ii••�iiDyi• .''i• ''i'i0'�i'i'i0''i'► �2, ''•� 'yii'i •'' s � � :::..i.-1 , : .);.::i:'.:: -.1 ' •' , • to �-' aC CC 0LL to I cr? T.O. SLAB (OUTDOOR SHOWER) T.O. SLAB (UTILITY ROOM) \ - T.O. FDN. WALL ��' ,�� 6 k' ,�, T.O. FDN. WALL T 01., o nSMART VENTST 11 ELEV. 11 - 3 S-3 ELEV. 11' - 4 Y2" I A 8 SINGLE NI G UNITS 0 �� ELEV. TBD ELEV. 9'-10 �� ' �� l� ,� /, 2 / 120'-8" / * FLOOD ZONE AE 6' + 2' DRAWN BY: EO SMART VENT CALCULATIONS: DATE: 01.11.12 8" x 16" SMART VENT PROVIDES 200 S.F. SCALE: AS NOTED HYDROSTATIC RELIEF SHEET AREA OF ENCLOSED SPACE: iik FOUNDATION PLAN BASEMENT AREA: 2243 S.F. 6 [J 2 2243 S.F./200 = 11 .22 - 12 SMART VENT UNITS REQUIRED iiir SCALE: 1/4" = 1 '-0" OF SHEETS oom 2"STONE FLOOR 1" 2"STONE FLOOR STONE FLOOR 2"MUD SET ADJUSTABLE STONE PEDESTAL ADJUSTABLE STONE PEDESTAL � 3/4'PLYWOOD SUBFLOOR \ \ T.O. FIN. FLR. 5/a"x 6" P.T. SLEEPERS w/Y2"SEAM T.O. FIN. FLR. 1 ELEV. 12'-10" A, \ \ ELEV. 12'-8 R. 5/4'x 6"P.T. SLEEPERS w/Yz'SEAM CC Y _ — 1 = IX11_. -1— I_. 11-- CIXIri--_Ixtrxlr�C_��C Q 5' �nxllxl x ix lxnxn uxll�< — �i z�ixl x 11 �/"TJI/560 F.J. 2 x 10 P.T. F.J. • 1' 1'-6" 1'-6" 1' -i- ~ �1� 2 x 10 P.T. DJ W 1- - - 9 . � W O T.O. FDN.WALL T.O. FDN.WALL dN. F- w • \_ 2-2 x 6 PLATE ELEV. 11'-3" r. ':' '� ' :1__-- 5 ELEV. 11'-3 Ya' -`' - Yoa 2-2'x 6 PLATE o • °' '' :•�',.!'' •� `y '' A:: _ _ LLI �2-#5 REBARN ,'�' °,,. ` SIMPSON H2.5 HURRICANE -- - / 3/4" 0 M.B. GALV. n- Q 1 • CONTINUOUS 1 ° ..: �lew„• ` ct • ° I •3 .,..-• �;.'•';• CLIP ALL JOIST TO I W 2-#5 REBAR 5/8 X 12 A.B. @ 32"O/C , I -: ;' . '' B GIRDER CONNECTION -TYP. 1 5/8 X 12"A.B. @ 32"O/C CONTINUOUS :.•°�.:.•. ,� qk• a. COUNTERSUNK� • COUNTERSUNK '�. !::�.,:_: , �:• / ",i_ 'r.'•:-,.:. . :,•: 5" MIN. N W/3X3X "WASHER a ° W/3X3X "WASHER • , 12"FROM EACH CORNER v • e I Q 12"FROM EACH CORNER ,, J HSS 4 x 4"x STEEL COLUMN ^ / ' ,. 8 W/3/a"x 7"x 18" STEEL BASE PLATE(TYP.) 2-4 x 12 P.T. GIRDERS v ' �d 8" 4 10" DIA.TIMBER PILE .d I • < TOP VIEW 7. c.:-;. i(TYP ) e #5 REBAR @ 24"OC °.I •e HSS 4 x 4 x Y4 STEEL COLUMN (TYP.) #5 REBAR©24"OC EACH WAY SMART VENTS EACH WAY e dl • SMART VENTS r r Lu ONCRETE SLAB Q -- ) /` 2-#6 REBAR o N F- l ° \ \ \ \ \. \ \ \ \ d EQUALLY SPACEDKt s/�/\/\ \ \ \ \ \ !x. \'�/\ \ \ \ \/\ a o a ° j \ \/\\\\ \� \//\//\/\//\✓\//\//\//\//� o x LI T.O. PILE CAP '' " • -i ° Q _ GO .� •a• •• ELEV. 3'-2.. r �:T : : f, iC —6" PILE EMBED ' °a� �' GRADE ELEV.6'4" -,,— A.4 ,�;_ :.o :.F••.•.'••,, - • GRADE VARIES a r• ���'+... 'r• .. .. ...ti.". .. .. . : . t � _� '/\// /%i//`// /%\//j//j//j a . /\//�\\%\\\%\\//�\//�\/%\\\/\\//� 3" CLR. / / / 3"CLR \ 5-#6 REBAR 2-#6 REBAR 1• ' e /\ \/ /\/ / / / / ° .\/\/\/\/\/\/\/\/\/ EQUALLY SPACED a\ \ \�\\ \\ \\ \\ \\ \\ GRADE e • / / / / / / / / / � I J`� 0 \\\\ \\\\\ \\ \\ \ \% / \ \'/\/\/\/\//\// // //\ ' 4 // // // // // ///\// // // 1' 1 1'_6" 1'_6" 1 1, • 10LfE TIMBER (_4� PILE / D EC K G I R D E R DETAIL �- �- `\ � \/\/\/\\/\\/\\/ / \a.•, • /\ \\ \ PILE(TYP.) 0 wri, 4"CONCRETE SLAB /\/\/�/\/ / / / /\ T.O. SLAB \\/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\/\ . ///// // // / / / / 5' n _ i n w/6 x 6#10/#10 WWM ° • //\//\��\//\//\//\//\//\// ELEV.4'-0" \/\/\/\/\/\/\/\/\/\/\/\ \ \ \ \ \/\/\/\/\\/ \ \ \ \ \ \ // // // // // // // //\//\/j\//� a /\//\//\//\//\/j\/j\//\//\ -� SCALE: 3/4 - 11-0" r a �. \/\/\/\/\\/ . //\/\/\//\//\//\//\//\//\//\//�.'. ' A A t O ,c - \ \ \ \ \ \ /\ / / / / /\\/\ i� i\ i\ i\ i\ i\ i\ i\ i\ SECTION B SECTION B1 v d >- Y \r \/ \/ \/ Nei \/ V '\/\i/\i ° • ` . y C Z // // // // // // // // / / \ \ \ \ \ \ \ \ / \ \ 1 . T.O.PILE CAP• �-+ \\ \\ \\ \ \ \ \ \ \ \ \ \/ \ \ \ \ \ \ \ \ /\ . . p / \ • T.O. PILE CAP \/\/\/\//\//\\//\5 R B/A /\ ° • ELEV. 3 -2 \ /\ /\ /\//\ d ° ELEV3 -2 \ \ \ \ \ \/4-#S REBAR a. � � • \ \ \ \ \ 4-#5 REBAR\ // / / \; ;' }/ \ ° . . � TYPICAL SECTION AT COLUMN FOOTING < CD 2 c>e / r \\ \\ \\ \\ \\ \\ \\ \\ \ 3 /\/\/ /\; • \ \ / a e ° ; ° / • � 3"CLR.TYP. /\/\/\/\/\/\/\/\/\ ° e ° d • •/ • ' 3"CLR.TYP. • //\/�\//\//\// // / /\ �\ ° ' . ° S- SCALE: 1/2" - 1'-0" \ /\//\//\REBAR • e t\ �2 #� RE�3AR ° - \ \\ \\ \\ \\ 0 C § a) \2-#5 REBAR \ ° o 1 i. •o \ N \ -\\/\\/\\/\\ .\ /\\\/\\/ \ •\\ 4' 14 a , p • ° . ° 1• ' . , 4'4. 1 . ` , ''^^ �- °. 4-#5 REBAR // ,o o • 1`.".. •o, , 4-#5 REBAR 1 . ' . I • PILE CAP #4 REBAR STIRRUP B.O.e ELEV. 1'-2" T #4 REBAR STIRRUP 1 ' EMBEDMENT ELEV. 1'-2" @ 12"O.C. 1 L1' EMBEDMENT < 0 D CV5 2' / @12"O.C. 2' 1 p0N 10"O TIMBER PILE € 10"0 TIMBER PILE \ 10"0 CLASS B PILE �\ DEPTH OF frARi,,s, 4 \ 110"0 CLASS B PILE c 8"WIDE FOUNDATION ��C� • 8"WIDE FOUNDATION BLOCK-OUT TO BEN 7s6,, . 2" LOWER THAN - � Z� ■� PILE CAP / WALL SECTION 2 PILE CAP / WALL SECTION BOTTOM OF BEAM. • • I S-3 SCALE: 3/4" = 1 ' .� _ I.(71- -3 SCALE: 3/4 = 1 ' 3/a"x 5" STEEL R FULL / �II o 0 WIDTH OF BLOCKOUT. i N r�//I ! --'l N GROUT SOLID ONCE :--x,,w STEEL IS SET. :.�■ar Q �°'0- ". 2�3�N% ,11/.)\ 3/4"x 6" HILTI 'cE¢ Q- � HIT-H4 ANCHORS z ' -- r' '`., i .A 37� v' Q�cj DETAIL A ..• .1.9 ��h�a 2"STONE FLOOR 1"STONE FLOOR — 1 1"STONE FLOOR 3/4 PLYWOOD 2"STONE FLOOR DOOR 2"STONE FLOOR DOOR SUBFLOOR T.O. FIN. FLS.. #5 REBAR @ 6 OC ADJUSTABLE STONE PEDESTAL 4"CONCRETE SLAB WI ,� ELEV. 12'-10" 2"MUD SET 4"CONCRETE SLAB W/ 2"MUD SET V x 6" P.T. SLEEPERS w/Y2"SEAM Y 6 X 6#10/#10 WWM 2"MUD SET 2 MUD SET #4 REBAR @12"OC G2 : #10/#10 WWM �N _ T.O. FIN. FLR. BLOCK-OUT DETAIL T.O. FIN. FLR. TF n,ACE T.O. FIN. FLR. 9 �-- ELEV. 12'-8 Yz" - - ELEV. 12-8 s '� ELEV. 12'-8 Y2' - ° — — � SCALE: 3/4 =1 -0 I _-J L —_t_-J 4 . . a ° • d ° 4• ad • A ° • 'II�gIINllllul' �, , e ° e ° • O • a ° ° o o o ° ° ° j, i,� // /,,,/ \j\l/ �/�7/ // �/ ' A 2 x 10 PT DJ e 4 • ° e ° o —\ T.O. FDN.WfrLL d ° °d ° •' \ \.\ • 3 n •\\ \\/\ \/\\/ ° ° ° a ° ° r j\//'\/;\\//\/\\//\//\//\\/\\/\\//\\//\\/�\, i/' j /j\�/\,/j 00 >- • (\ * FLOOD ZONE AE 6' + 2' �� �� ALL STEEL TO BE FLUSH r - - - CONCRETE PEDESTAL D UNLESS OTHERWISE NOTED I • I /-FLOD5VENTS-\ II '` "' I cc L ___ - -85/:: O.D. HDGSTL. i 0 O 0 4" x 4" x1/4" STEEL COLUMN w Cl) COL. TO FTG BELOW '� F= F- 0' •• cc c) cc A STEEL COLUMN ABOVE w < O ' I 0-. I 0I L� 11 7/8" TJI/560 F.J. cta. LVL = 1 3/" x 11 �/" MICROLAM ' \14. _ '',�50 ' I I @ 16" O.C. 4 S .''w','�?' I i Q MAIN LEVEL FRAME LOADS: ,•:.„,::,-;,....:„.•:-.,.••.,:-:..• I N LEDGE FOR STONE u W 12 x 30 °'tip . -.;- ' 50 PSF DEAD LOAD VENEER `,.fir ~,r• X1.0+✓ f.r COW 40 PSF LIVE LOAD _ ; — iii111_. =..ggii1C..:::_il=:iiilll .::ra::i=•iiia .:_i=: i1111=.u_01e,o 11 ::a:°'�:i:�111=::::mma11i 1.: '.:t` 00 •r c'. r I A '- . ;.•..� ;., ti •3 oor•�. .�.•: .�: ', , x GARAGE •ir.-It" .!ri!..t...�.`......� `Qit PaiV1. i:.+r �w r - - r N ,,..7.77.i,,--7.:: :.,!..1.,•. ,.: ›j N N (----4 _ NOTE: .Ari I �°°U3 t „,,:.....:-......-,•-.:,1?'"2• - —� _• I- ' USE 9%2” TJI/230 BENEATH BATHROOM AREAS ,111 T- =� HATCH INDICATES DROPPED FLOOR • , r,•~ ,iii' W12x58 ,°-. '.. 1 I o 0 lip 141 co ,�1 � i O W12x30 :" . 3LVL 1 CURTAIN WALL AEi < r •: Ln 0 _• '; :`�'Y'-�; ^ — — — — — — -' / BY OTHERSilar _ .,z.: •;-_,;', 7 W 8 x 67 Y2" WEB STIFFENER i i I . I- c0 1 ' I (0) CO 24"OIC �,...7' 4;� ~ T f 0 a) . 1'' tiaLtis 5" Qf STL COL. CO 4A �re..70.=.5, r W 12x45 ..,.‘,.. ., , .0 < C .4 Z w 12 x so :^y ( I - 11 /8" TJI/560 F.J. _____� 9%' TJI/230 F.J. �j -.1i 0 .K;.. : @ 16" O.C. @ 16" O.C. .• >+ < 0) 2 as / :j�illi' • 0 CI .. • • 0 , .. '•. . 1 3 LVL .� m 11 :� \ s/4"x 19"STL. R 1-aY4• f\co 2.9 �� (� >« —, x xco VC cn O o ryas I `� Y2' V 6" @ 12" r '•• o 0 N I r .- _ co J•T T 1" Cs,.„-„,-,,,, .. < J 1-- /-� 4 CURTAIN WALL SUPPORT DETAIL '•;'!; N. `',°': 3 LVL • _ -4/ SCALE: 1 1/2" - 1'-0" r I - : .4,-.,....A. .. Ir x (I) .:,?.44J �� {i ' tit. 1• it�: .. �' 'j '•: STORAGE / 0 x 8 D.J. ,!. : 2 ,,.,....,:-\-:-, i MECHANICAL 11 /;" TJI/560 F.J. @ 16'� -4 O @ 16" 0.C. �-- t.N, . ',``, f ^ _ W 12 x 87 pj1 ;::" w.. ;' . nogio an \' ��, T T II L — — — — 111 —1 I ,t I -.-....14.11..q•1_ z-- '_ ij ' , '` ' 0 V 11 Oco 2 ad (I\ `.'k O POOL -'�' 2x10 PT . . - O - I r STG .=E / m H ,� �� s ;; �' LEDGER • -.. CO (_ , I MEC i.';j iOAL >C �S' 2 - •4 x 12 PT 0 r I 0 I I 0 �►c� 4-.,.'4",r- r I A..� 2 _ = [ GIRDERS - TI1'' .- - � MEM - - x �. - Ilri3 LVL •--1 -.,;-. W 10 x30 I I I _ K 2x10 LEDGER L - � I r - � x =,- I I I 11 7//" TJI/%60 F.J. 2 x 8 D.J. N N;= Y. 2 x 10 PT LEDGER r --- E` I .. - O I I @ 16" 0•C, t @ 16" Off:' N t=t wl%" x 6" EPDXY -' ��' 2 SEE BASEPLATE - - - - -- - - - - - UJ - '``=` ANCHOR @ 16" O.C. w CU I ��:- "- •TYP. Q (0) < '� ! 9%" TJI/230 F.J. / ` �� O FLANGE U. / m I @ 6" O.C. . `-`" / �r \ 1 CUT TOP G / j :r TO FIT w/ D.J. w / / f SLAB ON COMPACTED W 12 x 40 I M� r� / j i a'r�~ 0- 0 0 BACKFILL - - - I- - - - - - - 3 LVL w/2 5/"x 11 STL 2 ` -' :, �4'; a @� �� 11 /•" TJ 1/560 F.J. co :IT NI /1 / / / : ::. 2x10 PT LEDGER `,'' — < •�y. -�', @ 16" O.C. BUILT OUT III' / ;4"`.4f..4,�"r�••t.•c/. ,,,,..i. II / f~ =:>�:,. - `� BEAM POCKET R� I FOR DECK . ---,4,....?,;*:-.:,..;:::::,;:.;,...„t r w o 0 Z 1 III / ' r - 'Or oCU - W •10x30 / / = -: :�.v., �� m STORAGE x I ► - - - - - - - - Ln 0 N I I • < II- 1.1..J < • h 1 %%MN% / /0011 / -•., . ; Fiva: U „.„.„4,..,,..: v L 11 �/" TJI/560 F.J. 0 F- O 1111111111 IIIIIM1 (01 0 0 a = h. @ 16" O.C. _ o � 0 w U T r—lip x z i'.•i' N •�• N �Xir� AiliriXX�� Xi • 4 • ' ) c.) (.0 ' 1011 "�►�rwr yi•� �iv�ii���► fi�gg♦- • �.�. . g�y� •• ��-Tirrr jj r' ' • • p : ,'� co ta. /---i I I I 1 11 1 1 11! I I I 11 l I �,-,1 •a.i�1 fwri�aa X4,4 �i �gi� _ 1��- .. rr r r_ rs ffffff _ 1 � ��]• fh. ;*t:t,ti.:.c..:',t �y: :i= y:�+:•4�.«.p�;:�: ,r? ..t�>'^'.: s _ ;�:b}.-:�;,•j` o�• �.ya.!•.���w',ti,v;:. .:�ta?;l.hri"- :ta.:���4�:.'..1,-;-„'',..--.;....•!' '.C7.r:•1'` -- ":�:a:;�. •.N FLOOD VENTS FLOOD VENTS - sy-m�.�:•�4` .��=�. ..� •�•�--. =;�'- �••-�.•�••=--'y.�1r�.2.,.��i-.�`r�� 'f+,1,1‘&'.31 FLOOD VENTS FLOOD VENTS 4 UNITS 4 UNITS I I4 UNITS I 4 UNITS ILU I CANTILEVERED SEE BASE P'LATESLAB SEE BASE PLATE < > /---i0 �� DETAIL 1 OiN S-4 �CD) DETAIL 2 ON S-4 (E� W 1a: ..1 �� " x15" x21" 0 12 STEEL BASE PLATE (LA f' 4" 4m 6" • / 3 " :� 3/. X 13" x 15" IJJ 1 4 - /4 x 24 A.B. a STEEL BASE PLATE -..1.- 0 :/ j < . .4 ° 4 ' / < a / ° 4 i / <7 31.1 / r a 2 / �' /6174: 4 -e---- . ' - / / a ��7 4 DRAWN BY: EO , a 31, , ,/ / \ CD / ' 4 -3/4" x24"A.B. 6 %" 0>D �' STL. COL. / DATE: 01.11.12 / SCALE: AS NOTED • ° • ! D ° 4x4 x/4 / - / ° STL. COL. �/1 / CO SHEET j/ ig, / / a il . / ' /4 LOWER LEVEL PLAN / MAIN LEVEL FRAMING ,t. /1 �4' /, 744 ti / a Ali /' \ 4- 1 /4is x 24n A.B. SCALE: 1/4" = 11-0" 6 ED A W12x26 1/4" / 3/4" x 7" x 18" 4" 10" .t-4" STEEL BASE PLATE A 1 BASE PLATE DETAIL 1 23 BASE PLATE DETAIL 2 3 BASE PLATE DETAIL 1 S-4 SCALE: 1 112" = 1'-0" S- SCALE: 1 1/2" = 1'-0" S-4 SCALE: 1 1/2" = 1'-0" OF SHEETS 00 >- w w m a- D Y (–/^k * FLOOD ZONE AE 6' a- 2' / �� 8" 0 STL COL. ( 8 %" 0.D. ) 7ID �' cccn HOT DIPPED GALVANIZEDU O C10x25 ALL STEEL TO BE FLUSH i i ,_ i � I � � �' UNLESS OTHERWISE NOTED C �� - - - - - - - - - - - - - - - - 1 w w t/ i/ 11 W 12x65 - /---- ,/ w I.:: m W 8 21 DROP HDR cc �' 3 - 2 x 8 MINIMUM HEADER 1/ w LVL= 1 3/4" x 14" MICROLAM / , / ¢ UPPER 'LEVEL FRAME LOADS: �� / o 0 11 �/" TJI/360 FJ �, 15 PSF DEAD LOAD - = 4 / / :13 .Z1) @16" O.C. 40 PSF LIVE LOAD o / F- r ` STEEL COL. N / 't C _ N N w O 4" x 6" x1/4" BRACE ABOVE // > ,J J c� // Co//' M N ' o N LC 4 - 2 x 6 WOOD POST W/CLAMPS TOP + BOT. // CHIMNEY 2 LVL r STUDY o o // !� ABOVE 4" x 4" x1/4" STEEL COLUMN / / 4- - ;/ I(r , ... , . - _4.0 W 2LVL. �' 0 6" NOMINAL DIA STEEL COLUMN ( 6 %" O.D. ) (H.D.G.) W 12 x 65 I //I - - i • - - - - - - - - - - - - - - - -1 // if.). © PROVIDE%2" PLYWOOD SHEATHING DECK ABOVE O FULL HEIGHT - ONE SIDE W 12x58 o C� / / , _s , ," I I, _.---- ;-,- ---- -.' ..-. 0 a) a- ...se USE 11 74" TJI/360 BENEATH BATHROOM AREAS - u--) LIVING ROOM / V J 2 i r o t >- ow g 6. T". ib l '' T. • -\ \ < C V Z ,- @J \ ___ --, 1__ 0 N (a� (PiT- • - 2x8HDR i 0 �] / / o CU •— CUT TOP FLANGE I © O 71 SEE DETAIL 0 O '� �_ STUDY H Cl �- „, ��\ BATH 24 .) c 00 E W12x65 - - 2L�/,7 - - - - - c - - - - - - LUSH 0 i 1 2 LVL \�� ---(3) < 1 ir) / r �\\ ,� COQ d x \� / � .--! I / N Pi' NNumrini N p 0 o U KITCHEN i ENTRE< OYER • V o U) i 1X T- N g N illFol 0 _ i - \ Dk . I H L— L , - ----- N I G� CHIMNEY �\� ; �'- s ABOVE .' �� I � i ,, H „z. L- © \I 3LVL W12x10R I I \�� 101 ° ��' .4 : �° ( // - - ❑ - - - - - - ; • - - � C - :- - - -. �.. . _._ 1V 12x35 ''�� � T uc�c° ' ' \ 1 1 / W12x106 I o I t. 1 CONTINUOUS o ` • BUILD-UP o a�j 2 LVL, I 2 LVL` 11 o U M O FLOOR 7 Q N -j N N - 1 - © w POOL / j,1/ -' is i = x f- x Fes- ox o O TERRACE / �” r o o o _ r I \ \ �} -) CD / / --- �rt. I r I r I r r r — � / f - - //r- C — — – – – – – - - fff - - - - - LJ j I /�/ W 1^! 100 /'/�� I W 10 x 100 t\W 10 x 100 0 / O r �� I // // / © © ,�� i 0 < © 0 \\ cr / II 8 , �- ____..- ' k..._ LU /i ,, ' F' _ ii \, ., :___: 3 LVL I f 1 ,/ ,!�i/ o �j SCREENED I . @� RECREIATION -�x� L . h ,' �/ ; M O TERRACE i r w U�� , GYM BATH BOLTED LLI CO i�� ,l H Zo 2 LVL p �— CONNECTION SPA '� ! /,i/'/, r @� IN. °'' � Co H ° ; � 3 - 9%2" LVL Cr � —� J O o ! w O / 441, I / l X _ st L—__.rte_ m 1\ / / N o > C� N / LL LLl ///?1// BUILD-UP i CO '� C� a o m I- r' • r `� O V / © FLOOR I wo V ,� - Zo EL > Ha O / / t� N > i- J i W 12x65 � � - � ,, w - -I\ - 5 io 3 v.) /� ri!/ !\ 12 LVL - C+ > 3 LVL I) GYM N re z I- �' /� / m WOOD POST �, co`r J II U / • �/ w ABOVE U o V/ 2LVL ( !(...)5. � O C pi �� L I Z r er �I wr J F- - I- O UTILITY ROOM sitsa NX i I O N \ I \1 7\ J, _k_ 21,_____, r Hie asm I 9'r,��- _ , J , W 1G x 60 CO INUOUS = QW 10 x 60 FLUSH HDR. __, < LI- 0 Cr >W12 x 26 STL. COL. 0 WI ® 7 E3 ' z _ < DRAWN BY: EO DATE: 01.11.12 SCALE: AS NOTED SHEET • MAIN LEVEL PLAN / UPPER LEVEL FRAMING 6 CD 5 0, SCALE: 1 /4" = 1 '-0" OF SHEETS 00 >- w w m BOLTED BOLTED ,A1 �, L6- i CONNECTION \D\ CONNECTION __/---E. m �' cc © ¢ © 3 - LVL 2 ,� ROOF LEVEL FRAME LOADS: w;; ,0 QUO -- 15 PSF DEAD LOAD oC � = w ... ., . 30 PSF SNOW LOAD 2" x 5" x%4" cc U cc w m STL. COL. _ w a- m LVL= 1 3/4"' x 11 7/8" MICROLAM O w ... MASTER a. m STUDY = ¢ © 4 - 2 x 6 WOOD POST w/CLAMPS TOP + BOT. m co a Fes- J 3 - 2 x 8 MINIMUM HEADER / / m p J MASTER.. MASTER Lj Zo BATH w U w CO 2 x 5" x/4 BEDROOM z =STL. COL. /,)cry w a. z r wr C° , I- c� • ,:4 • Ar Ell ,' ,, El a. @ LO 01 �� N \ , L"( W% CHIMNEY 1 \Immi CD ABOVE 1/ 4 yoli. I 0 E/2 \ ' , .......-JIL, _....., _ . , , , , i 0 a) cli; CD ' /' MASTER LOWER ROOF >- 1 / DRESSING _ C V Z Ou. - O UPPER � < 0') 2 >, \ mitimiomi 1 FAMILY w m cd 0 / 0 Illislioas 1 14-• c / \ i- 3 W CD 0 ...../ / \ -JJ > m d > (/1 I / J W _ J .=_I ' 2 LVL. .. r = es BATH 2 // 1 N CO z M LL i 1, U / , W J CO �/ OPEN TO \` p , , SKYLIGHT,. . . i .... m %-). .. .. / BELOW 1 = co \. .. �r � w O Q_), i ' I�1 I �, ,-. �, ISI ,> ` CO BOLTED / / , - - - - �` ter.. CONNECTION / 1 I'_ 1 " / ii. , / CHIMNEY ��� m� .II _ .S. c",aP ' 49 /�:' 3 - LVL 3 - LVL ABOVE _ i, :-% 4.o sires ur, ' .... ... .... ... .... ... e o N var. /� aA s il 2 91/2"LVL DR i0 2 0 - =,______) , 1.10 2x4STUD I WALL BEDROOM 5i - o BEDROOM 2 _ ,� m \ M(I) cr: X 8 H � U ce IIw; . wU ro © w O �� 4' in W .i ZO m d. , �i ,, W -- © 0 /1. 1z '-- w ' BATH 5 w 0 MECHANICAL � :11 C�� � � ROOM OdO r ' M C� CC > __ l ► . J rl I CO w LL - \ �� E:c/ SOLID BLOCKINGCCW Q s � TO LAST RAFTER � 0 Rini BEDROOM 4 \ BEDROOM 3 w0 CC BOLTED - J < U_ US \ CONNECTION LAUNDRY w ROOM Cn Ifl < ....J e/3 - LVL FLUSH w/ LOWER9_ o < d' I Sal / U - n ,■may'/ WERROOF BOLTED cr ,.... z cd` cI . CONNTION CDD co BATH 4 BATH 3CO L T „di Friii>1.1.1 • I > _../11. , 3 - LVL -� L-Thi I I © I Of: CC W Ck L-E- / ._(-6 / /i-3 __,/ _/-- / 0 CI. 0. DRAWN BY: EO DATE: 01.11.12 SCALE: AS NOTED SHEET ill1-11111 UPPER LEVEL PLAN / ROOF FRAMING SE:36 111 SCALE: 1/4" = 11-0" OF SHEETS RESIDENTIAL NAILING SCHEDULE CONCRETE MASONRY UNIT (CMU) WALL NOTES FRAMING NOTES STRUCTURAL-GENERAL NOTES O ,. LIJ 03 A.GENERAL 1. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS 1. ALL FRAMING LUMBER SHALL BE GRADE-STAMPED 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S 1 RELEVANT NOTES ON THIS AND OTHER STRUCTURAL OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTOIi1 U;JE IN DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 OR BUILDING CODE AS A MINIMUM.ALL 2 X 6 STUDS JOINT DESCRIPTION NAIL SIZES NAIL SPACING BETTER. SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. DRAWINGS ARE APPLICABLE TO ALL STRUCTURAL DRAWINGS. SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. HANDLE AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S 1. ALL SHEATHING TO BE APA RATED, EXPOSURE 1,5/8" 2. ALL WORK TO CONFORM TD OR EXCEED REQUIREMENTS ROOF FRAMING INSTRUCTIONS. MIN.THICKNESS OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D @ 4�� OF LOCAL BUILDING CODES AND OTHER GOVERNING AGENCIES. O.C. EXTERIOR EDGES AND 6D @ 12"0.C. RAFTER TO TOP PLATE(TOE-NAILED) 3-80 PER RAFTER ? 2. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, INTERMEDIATE 3. CONTRACTOR SHALL INVESTIGATE AND CONDITIONS CEILING JOIST TO TOP PLATE(TOP-PLATE) 3-8D PER JOIST 2. CONCRETE BLOCK: NORMAL WEIGHT, ASTM C 145 AND C 90 TYF E 1 GRADE I�`i; EXPOSURE 1,3/4 MINIMUM THICKNESS. ALL EDGES OF ANDOBRING ANY IS AAND OR VERIFY EXISTING GDIONDITHAT WILL CEILING JOISTS TO PARALLEL RAFTER(FACE-NAILED) 3-16D EACH LAP 7-5/8" BY 15-5/8" FACE SIZE. SPECIAL SHAPES AS REQUIRED. BLOCK TO EE PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING ANSHALL WORK TOG THE ATTENTION CI THE ENGINEER OAS DSOON AS TPOSSIBLE.WI CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 4-16D EACH LAP SET IN A RUNNING BOND PATTERN. NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. AND WATERPROOFING SHALL BE BY ARCHITECT. 4. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY COLLAR TIE TO RAFTER(FACE-NAILED) 2-8D PER TIE 3. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE ENGINEER BEFORE FABRICATION AND INSTALLATION OF ANY WORK. W ZO BLOCKING TO RAFTER(END-NAILED) 2-8D EACH ENDWITH DOUBLE UPRIGHTS;9'-0"AND OVER WITH AND STUD WITH GALVANIZED HURRICANE TYPE RIM BOARD TO RAFTER(END-NAILED) 2-18D EACH END 3. PRECAST CONCRETE COPING, WALL CAPS, AND SILLS SHALL BE 4000 PS! WITH LIGHT SANDBLAST FINISH. TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. 5. CONTRACTORS MUST COORDINATE DETAILING AND LOCATION OF PENETRATIONS, H (n MINIMUM OF 2-2 X 8 OR AS SHOWN ON DRAWING. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE INSERTS,ANCHORS, ETC.,OF ALL TRADES AND MUST PROVIDE AND INSTALL ] WALL FRAMING CLIPS AT ALL PERIMETER JOIST-TO-GIRDER CONNECTIONS ANCHORS, INSERTS, HANGERS, ETC.,AS REQUIRED BY VARIOUS TRADES. NOT ALL W LU 4. MORTAR: ASTM C 270, PORTLAND CEMENT-LIME MORTAR, TYPES ABOVE 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS ARE SHOWN ON PLANS. d TOP PLATE TO TOP PLATE(FACE NAILED 2-16D1 PER FOOT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA- TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-1JOINTS-EACH SIDE GRADE; TYPE M BELOW GRADE; @ 8'-0"O.C. MINIMUM. PROVIiDE 2"SPACE FOR AIR PACIFIC GPI SERIES WOOD'I'BEAMS,OPEN WEB JOISTS AND LVL 6. ANY INCONSISTENCIES IN DIMENSIONS ON PLANS SHALL BE BROUGHT TO THE - STUD TO STUD(FACE-NAILED) 2-166D0 24°O.C. CIRCULATION IN ROOFS. PRODUCTS OR EQUAL. ALL OPEN WEB JOISTS SHALL BE ATTENTION OF THE ENGINEER FOR RESOLUTION. HEADER TO HEADER(FACE-NAILED) 16D 16"O.C.ALONG EDGES 5. REINFORCING: REINFORCED BENEATH ALL POINT LOADS.ALL JOISTS, GIRDERS, TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16D PER 2 X 4 STUD A. HORIZONTAL REINFORCING: WELDED TRUSS TYPE, 9 GAGE WIRE WITIt 6. DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS, AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED STAIRS, ETC.)OR AS NOTED ON DRAWINGS. AS PER MANUFACTURER'S RECOMMENDATIONS. WEB 7. ALL FRAMING AND WALLS SHOULD BE ADEQUATELY BRACED DURING DEFORMED SIDE RODS. USE IN ALTERNATE LAYERS, 16" O•C. STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND CONSTRUCTION AGAINST MOVEMENT IN ANY DIRECTION AT ANY LEVEL UNTIL 2-16D PER 2 X 8 STUD B. REINFORCING BARS: DEFORMED BARS, ASTM A 615 GRADE 60. 7. DOUBLE UP FRAMING 2-16D PER 2 X 6 STUD UNDER ALL POSTS AND PARALLEL BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LATERAL SUPPORT IS PROVIDED BY OTHER REQUIRED CONSTRUCTION. C. ALL REINFORCED CELLS AND LINTELS TO BE GROUTED WITH 3000 PSI PARTITIONS OR AS NOTED ON DRAWINGS. LVL RIM JOIST SHALL BE REQUIRED AT FLOOR B. FOUNDATIONS PERIMETERS. HANDLING,STORAGE,AND ERECTION OF BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, NON-SHRINK GROUT. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED COMPONENTS SHALL BE AS PER MANUFACTURER'S 1. FOUNDATIONS SHALL BEAR ON UNDISTURBED NATURAL GRANULAR MATERIAL END JOIST OR BLOCKING(FACE-NAILED) 2-16D1-2 PER FOOT WITH RATED GALVANIZED CONNECTORS BY"SIMPSON" RECOMMENDATIONS OF 2.0 TSF MINIMUM BEARIING CAPACITY. WHERE INDICATED,FOOTING MAY BEAR FLOOR FRAMING 6. COMPLY WITH PCA "RECOMMENDED PRACTICES FOR LAYING CONCRETE OR APPROVED EQUAL.ALL LUMBER IN GROUND CONTACT OR ON GRANULAR BACKFILL, MACHINE-COMPACTED IN LAYERS OF 12 INCHES TO A N EXPOSED ABOVE GROUND TO BE MICRONIZED COPPER& 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. MINIMUM OF 95%MAXIMUM DENSITY PER ASTM D1557. AFTER EXCAVATING TO *- W BLOCK TEBUCONAZOLE TREATED(MCA). (ABOVE GROUND-0.07 PCF/ GALVANIZED MACHINE BOLTS @ 12"O.C.OR SIMPSON 'STRONG LU JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST APPROPRIATE LEVELS, PROVIDE ENGINEER WITH AMPLE TIME TO REVIEW GROUND CONTACT-0.16 TO 0.24 PCF).TREATED LUMBER DRIVE SCREWS' @ 12"O.C.,STAGGERED BOTH SIDES OF EXCAVATED CONDITIONS BIEFORE PLACING FOUNDATIONS. Lc) 0 BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH ENDI BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 7. WEATHER PROTECTION: AND CONNECTORS.REQUIRENLESS STEEL FASTENERS,ANCHORS STACK. LENGTH OF SCREW TO BE MAX- 1"LESS THAN STACK WIDTH. O BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BLOCK 2. CELLAR SLAB SHALL BE PLACED ON 3"SAND FILL OVER 6 MIL LAPPED AND j jy A. COLD WEATHER; `,/J LEDGER STRIP R BEAM (FACE-NAILED) 3-16d EACH JOIST POLYETHYLENE VAPOR BAIRRIER. JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST HEAT MORTAR WATER AND SAND, ENCLOSE WALLS AND PROVIDE GENERAL NOTES BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST TEMPORARY HEAT AS RECOMMENDED. C.CONCRETE AND REINFORCING STEEL LLII BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d1 PER FOOT B. HOT WEATHER; 13. THE SEWAGE DISPOSAL SYSTEM AND FRESH WATER 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN 1. DESIGN, MATERIALS&ME7THODS OF CONSTRUCTION SHALL COMPLY WITH THE ROOF SHEATHING USE MORTAR WITHIN 1 1/2 HOURS AFTER MIXING FOR AMBIENT ACCORDANCE WITH THE NEW YORK STATE UNIFORM Fama SUPPLY SHALL BE DESIGNED AND BUILT IN ACCORDANCE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 OF THE 80 DEGREES F OR ABOVE. BUILDING CODE,THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH CONSERVATION CODE AND LOCAL AUTHORITIES. SERVICES. AMERICAN CONCRETE INSTITUTE-LATEST EDITION. ULTIMATE DESIGN STRENGTH 4"O.C.AT PERIMETER OF FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI.AT 28 DAYS, EXCEPT STRUCTURE AND PANEL RELATE WITH A 14. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE CONCRETE SLAB,WHICH SMALL BE 4000PSI. 8. TOLERANCES: FROM DIMENSIONS AND LOCATIONS IN CONTRACT 2. ALL CONCRETE SHALL BE STONE AGG 0 i CO STRUCTURAL PANELS 8d EDGES.12"O.C.AT INTERIOR OF PANELS OUTSIDE OF DOCUMENTS FOR PLUMB, LEVEL AND ALIGNMENT, PLUS OR MINUS MINIMUM 28 DAY STRENGTH OF 3000 PSI. WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF 40+DEG. F. IF 0 ;,t. PERIMETER ZONE 1/8" IN 20. FT. 3. ALL LUMBER SHALL BE GRADE-STAMPED DOUGLAS 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES POURED IN COLDER WEATIHER THE CONCRETE MUST BE PROTECTED FROM MI FREEZING FOR A PERIOD OF 14 DAYS. T FIR-LARCH STRUCTURAL GRADE#2 OR BETTER. PRIOR TO AND DURING CONSTRUCTION. r A. KEEP FORMS IN PLACE,COVER TOP AND SIDES OF FORMS WITH INSULATED � ° CEILING SHEATHING 9. JOINTS: MAINTAIN UNIFORM 3/8" WIDTH; TOOL CONCAVE. PROVIDE FULL B!E} �‹ C � � 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL TARPS FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER POUR. Z 7"AT EDGE- HEAD AND COLLAR JOINTS EXCEPT AT WEEPHOLES. KEEP CAVI i Y CLEAN STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. GYPSUM WALLBOARD 5d 10"IN FIELD AT CAVITY WALLS. PARTITIONS, OR AS NOTED ON DRAWINGS. B. AFTER FORMS ARE REMOVED, PROVIDE INSULATED TARPS TO HOLD HEAT LLI O m- 17. 17. ALL STRUCTURAL STEEL TO BE ASTM36 WITH ONE COAT AND PROTECT FROM WIND FOR A PERIOD OF 14 DAYS AFTER POUR. c WALL SHEATHING 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR PAINT.ALL TO BE ASTM1-325 BOLTS, En G RS 10. WEEPHOLES: PROVIDE FULLY OPEN HEAD JOINTS AT 2 FT. O.C. ABOVE ALL EPDXY OR AS SHOWN FASTENERSON DRAWINGS. 3. CONCRETE&REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING BEAMS.SPACING NOT TO EXCEED 8. STANDARDS-LATEST EDITION. 0 C CI3 STRUCTURAL PANELS 8D 6 O.C.AT PERIMETER LEDGES, FLASHING, LINTELS. FILL CAVITY 8" HIGH WITH WEEP BAFFLE r ) :�"' N. C OF STRUCTURE AND PANEL 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE �/ MATERIAL. EDGES. VERIFIED BY CONTRACTOR(S) PRIOR TO START OF NECESSARY TO PROTECT THE ENGINEER AND OWNER. A. PORTLAND CEMENT AS PER ASTM C150-TYPE I. 12°O.C.AT INTERIOR OF PANELS CONSTRUCTION AND ORDERING OF MATERIALS.THIS B.CONCRETE AGGREGATES AS PER ASTM C33, 3/4"MAX.SIZE. cn OUTSIDE OF PERIMETER ZONE 11. INSTALL STEEL LINTELS AND PROVIDE REINFORCED MASONRY LINTELS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING 19. DO NOT BACKFILL AGAINST THE FOUNDATION WALLS UNTIL C.WATER SHALL BE CLEAN&FREE FROM INJURIOUS AMOUNT OF OILS,ACIDS, ob R INDICATED. PROVIDE FULL SUPPORT R PERIODOF THREE CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5%. FLOOR SYSTEM INSTALLATION IS COMPLETE. ALKALIS,SALT,ORGANIIC MATERIALS&DELETERIOUS SUBSTANCES. O E 0 ta-_' WHERE IN C O U SU O O A P O D.REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL, CC FIBERBOARD PANELS 7/16" 8D 3"O.C. EDGE-6"O.C. FIELD CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS (3) DAYS AFTER PLACEMENT. 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND IN DEFORMED AS PER ASTM A615,GRADE 60. ALL SPLICES SHALL BE A MINIMUM OF 0 25/32" 8D 3"O.C. EDGE-6"O.C. FIELD ARE MET.ALL FILL BENEATH CONCRETE SLABS TO BE THE BASEMENT(IF NEAR 40 DIA.IN HOOKS AND TIES SHALL TO C.R.S.I.STANDARDS. �J COMPACTED TO 95%RELATIVE DENSITY. ENTRYEFROMS HOUSE APPLICABLE).TO ATTACHED POSITIONGARAGEALARMS AREA. E. 4 COLD DRAWNNLENGTH.WIRE WELDED WIRE HAL CONFORM AS ASTM A82-84 AND A185-84.. PARTICLEBOARD PANELS 8D 6"O.C.AT PERIMETER F.WATERPROOFING AS PER ACI 515.1R-79.OF STRUCTURE AND PANEL 12. COORDINATE INSTALLATION OF FLASHING; PREPARE MASONRY SURFACES 7, ALL HEADERS 6'TO 9'LONG TO BE SUPPORTED BY EDGES. SMOOTH AND BED FLASHING IN MORTAR. DOUBLE UPRIGHTS;9'AND LONGER BY TRIPLE UPRIGHTS. 21. SMOKE DETECTORS ARE REQUIRED IN EACH BEDROOM AND 12°O.C.AT INTERIOR OF PANELS ALL HEADERS TO BE MINIMUM 2-2 X 8 OR AS SHOWN ON ON EACH LEVEL OF DWELLING,AS REQUIRED BY THE NEW 4. ALL CONCRETE SHALL BE AIR ENTRAINED (5-7%RETENTION). OUTSIDE OF PERIMETER ZONE 13. TIES AND HORIZONTAL REINFORCING: COMPLY WITH CODES; SPACE TIES NJOT DRAWINGS. YORK STATE BUILDING CODE. 5. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED FLOOR SHEATHING MORE THAN 24" O.C. VERTICALLY OR HORIZONTALLY. SEE CONTRACT I RA":':NG. 22. ANY ALTERATION, REPAIR,ADDITION TO OR CONVERSION OF VIRGIN SOIL HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQ. FT. • 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. FOR SPECIFIED SPACING. AN EXISTING DWELLING REQUIRING A BUILDING PERMIT NOW 6. THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR BOLTS, CO REQUIRES THAT ALL SLEEPING ROOMS IN THE HOUSE BEINSERTS SLEEVES ETC. AS REQUIRED BY OTHER TRADES. STRUCTURAL PANELS 1"OR LESS 8d 6"O.C. EDGE-12"O.C. FIELD 9. PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS, UPGRADED WITH HARD-WIRED AND INTERCONNECTED SMOKE �.:;--� t-� - � ' GREATER THAN 1" 10d 6"O.C. EDGE-6"O.C. FIELD 14. PROVIDE EXPANSION JOINTS NO GREATER THAN 30 FT. O.C. AT ARCHITEC SKYLIGHTS, EXTERIOR DOORS,WINDOWS, DECKS AND ETC. ALARMS. 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND 4�J,` '.,ti APPROVED LOCATIONS. - 10. DO NOT SCALE DRAWINGS. WALL PENETRATIONS SHIALL BE CUT BACK AND GROUTED SO AS TO PRECLUDE /Q.: J,�01 �6.,` NAILING REQUIREMENTS ARE BASED ON ALL WALL SHEATHING NAILED 6"O.C.AT THE PANEL EDGE. 23. THE NEW YORK STATE CODES ALSO APPLY TO ACCESSORY ANY CORROSION. ,, r`a d IF WALL SHEATHING IS NAILED 3"O.C.AT THE PANEL.EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, r> 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- STRUCTURE DESIGN. t� � �� ���; r � `' NAILING REQUIREMENTS SHALL BE DOUBLED-OH ALTERNATE CONNECTORS, SUCH AS SHEAR 15. ALL CONCRETE TO BE STONE AGGREGATE WITH A MINIMUM c8 LAY ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. , W PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. 24. GARAGE DOORS SHALL BE RATED FOR 120 MPH WIND LOAD. 0 1, - - �. STRENGTH OF 3000 PSI. SUPERVISION OR ADMINISTRATION OF THIS / z WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED NAIL MEMBERS,THE TABULATED NUMBER 9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. ':v� .� ;• OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d PER FOOT. CONSTRUCTION PROJECT. FEDERAL,STATE AND LOCAL r6 ,, .i' -�-• ; ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL BE ,- 40 2 ' 16. ALL WALLS OVER FOUR ( 4 ) FOOT IN HEIGHT SHALL HAVE TEMPORARY : ,_� !. RESPONSIBILITY OF THE CONTRACTOR. SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. `��� / BRACING INSTALLED FOR A MINIMUM OF SEVEN ( 7 ) DAYS AFTER EFIE TION . 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO 10. ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED,LAPPED 17. ALL DIMENSIONS AND SITE CONDITIONS SHALL BE VERIFIED BY CONTRAC; i,s, FACILITATE CONSTRUCTION AND SHALL NOT BE PER ACI 318, CLASS"C", WITH 40 DIAMETERS MINIMUM,BENT AROUND CORNERS AND CONSTRUED AS A CONTRACT BETWEEN BUILDER AND HOOKED AT NON-CONTINUOUS ENDS. FOR FRAMED SLABS, LAP TOP BARS AT PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. I OWNER. MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT SUPPORTS,REVERSE FOR FOUNDATION MATS. STAGGER SPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE FACES. 18. DO NOT SCALE DRAWINGS. 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED.INCREASE AS REQUIRED FOR DRAINAGE PITCH. WHERE RAFTERS DO NOT LINEUP WITH STUDS: -J. LLI SIMPSON H2.5 HURRICANE CLIPS®18"O.C. ON EXTERIOR FACE OF PLATE W/5-3d NAILS EACH END DESIGN CRITERIA 12. EXCEPT AS NOTED,ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION C_' ICE SHIELD UNDERLAYMENT &SIMPSON MSTA24 18 GAUGE METAL STRAPS a32"o.c. JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR.WALL SECTIONS SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT 5/a' ZREQUIRED W/18-10d NAILS APARATED GROUND SNOW LOAD -20 PSF. WEATHERING-SEVERE POURS. PLYWOOD SHEATHING - FIRST LEVEL -40 PSF. LL. FROST LINE DEPTH-36' LIVING AREA -40 PSF. LL. TERMITE- MODERATE TO HEAVY 13- FOR CONCRETE WALLS ABOVE GRADE,VERTICAL CONSTRUCTION JOINTS SHALL 11.1 - - - BED ROOMS -30 PSF. LL. DECAY-SLIGHT BE LOCATED AT MAXIMUM SPACING OF 40 ft., AT LEAST 4 FT.FROM ANY SUPPORTING EXPOSURE -C ICE SHIELD UNDERLAYMENT REQUIRED-YES OR INTERSECTING WALL OR BUTTRESS,OR ANY WALL OPENING 1/ HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT .� II r WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. CO 2' ` PROVIDE 8d COMMON NAILS i N r -I WIND SPEED -120 MPH(3 SECOND GUST) ®4"O.C.AT EXTERIOR EDGE I OF ALL SHEATHING D.STRUCTURAL STEEL ? APA RATED PLYWOOD TO SEISMIC DESIGN CATEGORY-B EXTEND TO TOP OF TOP WHERE RAFTERS AND STUDS ALIGN: 1- ALL STRUCTURAL STEEL SHALL BE CONFORMING TO ASTM PLATE RAHURRICANE TIES1e" . . - DESIGN IN ACCORDANCE WITH AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION Q SIMPSON +� o c SPECIFICATIONS AS FOLLOW: W/5-8d NAILS®RAFTER,2-8d NAILS(�PLATE, MANUAL FOR 1 +2 FAMILY DWELLINGS-ENGINEERED DESIGN METHOD, >-: AND s-ed NAILS STUD [1:7: ACI CODE REQUIREMENT AND NEW YORK STATE BUILDING CODE. WIDE FLANGE: A992-GR50 Z Z - - -*- - - 0 s 10° HSS: A500-GR B ' L, --J No STEEL ANGLE: A36 < L.1.- W- Cin N N PLATES: A36 H � SIMPSON LSTA38-18 GAUGE FLAT ROOFS PROVIDE 8d COMMON NAILS C�4"O.C. 2. AFFIDAVIT TO BE FILED VWITH BUILDING DEPARTMENT D O L PR PLYWOOD SUBFLOOR R METAL STRAP a JACK POST AT HIGH PRESSURE ZON E-6"O.C.AT WINDOWS - GLAZED OPENINGS �- D p GLUED+NAILED (TYPICAL) 0 S 100 UPON REQUEST. PROVIDE SOLID BLOCKING AT - 12 10D NAILS EACH END ALL OTHER PORTIONS OF ROOF.(TYP.) F.. ALL SUBFLOOR EDGES- SIMPSON LSTA24-18 GAUGE 1ST TWO BAYS OF FRAMING METAL STRAPS a 32"O.C.W/ s-1od NAILS EACH END 3. ALL STRUCTURAL STEEL FABRICATION, ERECTION,AND CONNECTIONS II FOR NEW CONSTRUCTION, EXTERIOR WINDOWS MUST BE PROTECTED VIA: SHALL CONFORM TO LATEST AISC STANDARDS AND SPECIFICATIONS TYPE 2 LI•,� I FLOOR Jour0 0 NOTE:a=4 FT.IN ALL CASES I GLAZING MEET TM 9 6 99 RGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E- CONSTRUCTION EXCEPT ASS NOTED. 1886-97 AN D AS -OR- 4. ALL FIELD CONNECTIONS TO BE 3/4"DIA. MACHINE BOLTS UNLESS INDICATED 0 U 0 PLATE - TO OVER LAP BOX HEADER=DOUBLE TOP PLYWOOD SHEATHING _ STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. OTHERWISE- SHOP CONNECTIONS TO BE EITHER MACHINE BOLTED OR _ - BEAM-TOP+BorroM _ _.__-. _ -e- _a_ WELDED. ALL BOLTS TO BEA-325 FRICTION TYPE CONNECTIONS SHALL BE 00 - NEW STRUCTURES LOCATED WITHIN ONE(1) MILE OF MEAN HIGH WATER MUST HAVE GLAZING PER TYPE I CONSTRUCTION PER AISC. FOR PORTAL FRAMES AND SHALL BE T m CONFORMING TO WIND ZONE Ii. DETAILED TO DEVELOP AT LEAST FULL ALLOWABLE MOVEMENT AND SHEAR (- - i CAPACITY. ALL REMAINING STEEL TO HAVE TYPE 2 CONNECTIONS. F4'- 1 _ PROTECTIVE PANELS AVAILABLE FROM: A-307BOLTS MAY BE USED FOR MINOR CONNECTIONS WHEN ACCEPTABL - - �„ CLEAR SHIELD HURRICANE&SECURITY PANELS(631.287.5060) TO ENGINEER. ANCHOR BOLTS TO BE F1554 GR.36. MINIMUM1: -OR- 2XBSTUD5 QUICK-GUARD STORM PANELS (631.287.5330) rx 1s'o.c. PLYw000 sHEATHINc 5. THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL. ERECTION OF STRUCTURAL STEEL SHALL -TOP+BOTTOM gTO OVER LAP BOX ALL PROTECTION PANELS TO BE IN COMPLIANCE WITH LARGE MISSILE TEST OF ASTM E 1996 NOT PROCEED UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED. BEAMCC -TOP+BOTTOM - 34"PLYWOOD SUBFLOOR / - AND ASTM 1886,AS NOTED IN NY STATE RESIDENTIAL CODE. 6. ALL WELDING SHALL CONFORM TO AISC AND AWS SPECIFICATIONS. GLUED+NAILED (TYPICAL) PROVIDE SOLID BLOCKING AT SIMPSON MSTA-24 j -- 7. STEEL ENCASED IN CONCRETE SHALL NOT BE PAINTED. ALL STEEL 0 ALL SUBFLOOR EDGES- - 1 Y4"X 18 GA.GALV.STRAP ;' TH CONCRETE SHALL RECEIVE ONE SHOP 1ST TWO BAYS OF FRAMING = a SURFACES NOT IN CONTACT WI I W/8-1041 COMMON NAILS IN 1- --- I COAT OF APPROVED PAINT, AND AFTER ERECTION,ONE FIELD COAT. OMIT �� EACH(END®32 O.C. --_ PRIMER PAINT AT LOCATION OF FIELD WELDS AND HIGH STRENGTH BOLTS THESE AREAS SHALL RECEIVE TWO COATS ONCE CONNECTIONS HAVE BEEN EMEYJOIST- - x COMPLETED- '^��"� ,NAIL SHEATHING TO SILL PLATE a a a 1 , 8. NO BEAMS OR COLUMNS SHALL BE CUT BY THE PLUMBING OR AIR ^' �2-2 NAILS�4'O.C. °a ° ° a a ° ° a a ° , CONDITIONING CONTRACTORS WITHOUT APPROVAL OF THE ENGINEER. 2-2XB,ACQ ° SEE FDN DWGS�r SILLPLFxTE ° ° . < ° °°� aa °°, ° as °° ° ` 9. THE STRUCTURE SHALL BE PROPERLY GUYED AND BRACED. FOR DESIGN 5/8"X 12'^A.B.©32"0.C. ° `"a ° 'lir a el w/FENDER WASHER ° a 4 ° a ° a °a d a ° ° °a a °g ° 4 ° -a- - 10. GROUT UNDER ALL COLUMN AND BEAM BEARING PLATES. GROUT SHALL BE DRAWN BY: EO a ° ° ° °° SHALL BE NON-SHRINK,PROPAK OR EQUAL. SECTION ELEVATION - 11. PROVIDE LOOSE LINTELS AS REQUIRED FOR OPENINGS IN MASONRY WALLS DATE: 01.11.1 I HOLD DOWN + SHEAR CONNECTION CRITICAL PATH COMPONENT AND CLADDING PRESSURE ZONES AND ITIO . SCALE: AS NOTED 12. PROVIDE HOLES IN SHOP FOR BOLTED BLOCKING,PIPE PENETRATIONS, ETC. DETAILS SHALL BE SHOWN ON SHOP DRAWINGS FOR REVIEW BY ENGINEER. SHEET 13. BEAM WEB STIFFENERS SHALL BE PROVIDED AT POINTS OF REACTIONS. 9 1=17 OF 7 SHEETS 1