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HomeMy WebLinkAbout37179-Z z. 7/20/2012 �arA gFF0( old Annex � � P.O.Box 1179 fall 54375 Main Road It Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35833 Date: 7/20/2012 THIS CERTIFIES that the building DECK Location of Property: 1855 Clearview Ave, Southold, SCTM#: 473889 Sec/Block/Lot: 70.-9-51 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/24/2012 pursuant to which Building Permit No. 37179 dated 4/30/2012 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: deck addition to an existing one family dwelling as applied for. The certificate is issued to Mario&Anne Mandalone (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Auth ' d Siofaturd TOWN OF SOUTHOLD 4�SOFFac�.�oL. BUILDING DEPARTMENT a 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#: 37179 Date: 4/30/2012 Permission is hereby granted to: Mandalone, Anne & Mandalone, Mario 1855 Clearview Ave Southold, NY 11971 To: construct a deck addition to an existing single family dwelling as applied for At premises located at: 1855 Clearview Ave, Southold SCTM # 473889 Sec/Block/Lot# 70.-9-51 Pursuant to application dated 4/24/2012 and approved by the Building Inspector. To expire on 10/30/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $372.80 CO -ADDITION TO DWELLING $50.00 Total: $422.80 r Building Inspector ]Form No.(6 TOWN OF SOUI TIROL DI ]BUILDING DEPARINIFNT TOWNRALL '765-1,802- APPUICATI ON FOR CER TIM CATE OF OCCUPANCY This application must be filled in by typewriter or ink and suibi-,n-ittedto the Dididin,gDDpartiailei!itV!fli flic f6flowing. A. For mew bull cling ar new use,. l. Final stey ofproper'ty wi�tLn acc�ttrate'1�ocatroan of-all iblliil-dings,.property ilines,streets,:and t�unn,us�ttal natural :r tGpogra0hiefeatures. I "Fin A.Appr-oval from Ilealth, Dept.of water supply and sewerage-disposal((S-,9 fomn). n Underwift' r&-Approval ofeledirical h stall]ation from Boardof Fire 4. Mlead. 5. Con,imerand buliffin 9s and-.iiist6ilatio-nsarerfifjicate ,of Code Com]liliaiice from.architect oTen gcj,ineeri-es-ponsible-far tine building, 6. Subni.it Plait n�,rn,,tT Board A Approval ofewnpleted site plan:req PIP Wirem,eots. B. For existing buildings(pinor to Aprid, 9,1957), non-canfarming uses,,ov bvilffiq,9 sain(d`jpre-mexiisfingl`land uses: t!) 1. Accurate survey-of property showing all property lines,streets,burilding:and ian,-usual n,aturalor topographic featum.s. I A properly completed application and,consent to inspect signed by the aplificant..'If a Certificate'-Gf Occu,pan,cy is deuie,d,the Building Inspector shall state the:reasons therefor in writing to the Appliefflit. C. Fees 11. Certificate of Occupancy-New dwelling$25.0Q .Additions.to dwelling S25.00,Alterations to dwelling$25.00, Svinmnipg pool$295.00,Accessmy builditig,S2160%.Additions to accessory b-Wilding S25.00,Busimiesses$510,.'00, 2. Cerfificateof Occ%tipancy on Pire-existingBafliding I- $11100.III00 I Copy ofCertifi,cateof Occupancy-$.25 4. Updated Ce.rtifickfte,oFf'Occ.u,.Pan.cy- $510.100 5. Tempo.TatyCertificEfteof0ce.,upane y Date. �'04/20),2012 New Construction: Old or Pre-existing Building, %0 zn _(cheek one) Location of Property, 1185 15 'Cleo rvbew,,ave 'Southold Rouse No. Street HHa Milet 'Owner or(Owners of Woperty: Ague,&Marro M­'Mdalone Suffolk k County Tax M, ap No 1000,Section (7,0 Block 9 Lot 5-11 Stibdivisian Filed Map. —Lot: Permit No. 3?1 75 Date of Permit, 3o -12 Applicant: Health Dept,.Apprawd: Underwriters.Approval. Planning Board.App:rovah Request for: Ttpporaty Certificate Final Certificate- "(che6k,anj e) Fee'Sabi,nitted:$ SO- Applicant Signature rjf so CA TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE Y INSPECTOR OF SO(/T�o -- - o�yco TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 �_/ INSPECTION ' . FOUNDATIONAST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ` I �� INSPECTOR :3717 � o c0UN1`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUN TION 1ST [ ] ROUGH PLBG. [ IF NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL) REMARKS: O / fff 14 ev t 3 / v DATE INSPECTOR jOf SO(/r�o� N �C • ao TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] "ODATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r Ere- DATE - (ell INSPECTOR C 71 7?-�?-- OF SO(/l�o �-_ ---- - ��y�OUNi`l,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING/STRAPPING INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c2&� Q � � DATE INSPECTOR C i,D Il!I$ �13tEPO 7� D= co • 4 . • � �� levy/�.� /J✓ ,a- � .J d I. FOUNPATION(IST)" r/ (Z FOUNDAZ`IQN(2ND) OLE Mg (� PLCTNlBTNG i. r s p H INSt7L•AT20N P91Z N.Y. . STATE RMGY CODE. ADDITIbNAL Ci3 '�ENTS . TOWN'OF'SIOU THOLID BU 1ILDINIG PEIRIMIT APPLil'CAjTJIO'NC.HE.'CIKILIST BUMUENG 11DEPAR TIMIENT Do youhaveor need the ToUmving before a glyin-9 TOWN HALL Board-affleafth SOUTHOLD,NY 11971 4 sets,rff Btfilding Plmin '3TLU—(634)7654'8'02 Plannitng.'.BoardAp approval I pro FAX-(((631)76"502 Survey So-utb,dld'TownA,o-rtbF(ork.inet PERM.IT NO,. al e cl- Septic Form NNS.D.E.C. Thistees Flood Permit Examined Starm-AVater.-AssessliiciftFona Contact: Approved *40 4 myll to: Dispproved n/c ]Phone- 72 piration1oM-q?-Q-L-3 7— DE Vu ildin,g Inspector I TCAT10N FOR BUTULDING PERMIT APR 2 4 2012 IN Date 4/20 20 12 I I �S TIRUC TIONS BLDG.DEPT. .TOWN Tbec -r or i ingInspector with 4 1 pawrite im idkaiidsdb.niitt-ed,,to�flieStCi.Ich sets,of accurate. plot 151an to scale.Feeaccording to schedule. b,P]ot plan an showing:location of 11 otandof]buildings on premises,Telationship toadjoining premises or public streets or areas,.and waterways. c.The work, ,covered by t1fisuplAication imay mot be cominn,enced before issuance of Building Permit, d.Upon approval of this aP,pficatiotk,the Building Inspector will issue Building Permit to tine,Applicant,Such a permit 9ball], be kept on the_preen ises available for inspection throughout the work. e.No building shall be,occgpied or used in-Whole o.r,,tia apart for any purpose'wliat so ever uiifii the:Building linspector issuesa Certificate of Occupancy. f.Every building permit all expire if the work authorized has not conim,enced-will-iin 12 months after the date of issuance(or 1h as not been completed Wmi'diin 48;months.from ssm dh,date.If inozoning ain en d men Its or roth er regUlafli ons affecting the property have been enacted in the interim, the Buil dirrg Inspector xnay authorize,in wrifingi he extension ofthe permit for an :addition:six months.Thereafter,anew permit shall be TequiLred. .APPLICATION IS HEREBY.M,.AD,E to the Building Department for the issuanceofa Blaildincy Permit the Building.Zone Ordinance-off the'Tjowjnof Snuffiold,Suffiblik County,New York,and other applicable Laws,'Ordinances or Regulations,,;for the construction of buildings,additions,or:alterafions or:for removal,or dem oil i!tion:as here-in described.The applicant agrees toton,1,APY with:611 ap,15.lic6hle Iaws�,ordinances,buildin-code housing icode,and:regulations,an.d to admit -aLithor.i.zed-iiis,,pe�torsoii1 emisesandin' 1buil dinig for necessary inspections.Pr Paul Rigeinck—ems 111065 Rummel aye, Smitho1d NY 11,11971 ,(MN ailiiig;address of apAcani t) State whether.applicant isowner�,I-essee.,,,qge.fft,,ardhitec,,t,,encyi pneer,general contractorelecteiciaA,plumberoT'builder ,'Ge-newall (Contmetmir Name of(owner of pren-fises,Amme&Maplo Mai dpIpme (As ion the tax roll or latest deed) Tapplicatit Is a corporafio-ri,signature-ofduly au,flio-tized of ficer I (Naineund title of corpora:te officer) Builders License No, 48272 Plumbers License No. Electricians License No. Other Tr ade's iradesLiLicenseNo, A. Location of land on Auch preposed work will be dome- 1855 Clea-dew.Ave 8,outholrd House Nartiber Street Hanilet Co-m4yTax—MqpNo. 4,000 Section 70 Block 9 Lot Silb(fivisiou Filed Map No. Lot 2, State e,,xisting use:and ocoq.paiiie ofp-.r�e.-iiiisesandin'teiided-usea.nd:occ.-a 'Y parigYof'p'rqposed can"tractionz. ,a, Existing use and occupancy Co=retepafio b. Intended use and,occupancy_Black Deck 3 ppillicable):New Building Ad&iti o Nature of work(,cbec.1?_W, 1udh,4 , n Alteration Repair Removal Dern,ofifion 'Other Work Bufid Deek (Descr-jVtion) 4. EsfhnatedCost S13,50WO0 Pee (To be pai don filing this application) 5. Tdwelfing,:number of dwe.1fing,units NjiLumberof(dwelling-units on each floor If garage, iniumber Hof c.airs. 6. If -nixed,occupancy,specify nature and extent of each type ofuse, 7, Dfinensions of existing structures,if any:Front Rea _--Depth Height, (Number of Stories Dim,ensions of same structure With alterations foradditions., Front Rear D'e,pt,b. —Height Niumberof Stories Dhn onsionsof entire new constructions Front Rear Depth lHeight Numbrer of Stories: 9'. Size-of lot:'FToj# Rear Depth 10..Dateof.Rurdh'ase Name of FoiinerOwner. I Iv Zone, or use district in which pre-inisesare situaited 42.Does proposed,construction vioilate.any zaniiiig law ordinance or regulattun?YES-NO 11 Will:lot be Te­g, ,raded9 YES NO Wi.fl excess ftl1ibe�rei-,no-ved:frown preiiii:ses,.'?YES NO 44.Narnes of Owner of premises -Address Phone No. Na,ineof Architect Address Phone No Name of'Contractor Address Phone No- 15 a.is this property within 100;feet,of-a tidal wetland or zfreshwater wetland?*'YES NO *TFYES,S'0UMOLD1 TOWN TR'LJST IM,&D,,E.C,,PjEiRMiTTSMAYBERiEQUWD, 1b.Is this p.r,o,pe.rtyw,ifliun3OOfeet"of a tidal wetA!al,ld?*YES—NO IF YES,DJE 1C.PERK ITS MAY BE REQUIRED. 16.Provide survey, scale, with accurate.foundation plan and distance's to property]lines. 17.If elevation at,any paint on property is at 10 feet nor bellow,xna gt provide topograplAc6l data on survey 18.Are there any covenants.and restrictions with respect to this property; *YES—NO IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS; CGUN,TY,OjF being duly swoni,deposes aind says that(s)he is the ap plicant (Name,of-individual siortanu,contract),d.bove.nanieo, CONNIE D. BUNCH Notary Public,State of New York ;(S)He is'die No.01BU6185050 !('Contractor,Agent,Corporate,0 ffj1ceretc,) QualMM in SUMK County Commission Expires April 14,20/(0 ,of said own,er ovowners,and is drily authorized to perfonn nor have performed the said work and to make and file-this application; that all statements contained in, this application are true to the beset of his knowledge and belief;:and that-,the work willl be performed in,the manner set foAti in the Red therewifli,.. Sworn to before vne tbi day of Y 1 20 j� v Notary Public Signature of Applicant Town of Southold - Chapter 236 - Stormwater Management 01� , SWPPP - Storm Water Pollution Pr vention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPVqANT NAME: Owner-Agent-Consultant- ontracto r Other (Circle One) Property O NER:(If Different than#Ag�Pplicant) Address: �y� Address: r r e l bCe�' [. wwt e /�v v� ►/761 1� l ] J C �PVIL'w�► L Telephone#:/ _ Fax#: Telephone :�a C � Fax#. E-Mail: CP E-Mail: J Property Address: Brief Description of Construction Activity,Proposed Structural BMPs,Soil S.C.T.M.#: 1000 Stabalizatio BMPs,Project Scope and/or Sequence of Construction Activity District Section Block '70 Lot (Pmv(de Additlanal Pages as Needed) Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: __ /� f/(����1 M_ A13 ✓e _ �_______ Address: —-_. _,,.____.._.._— _____....,..______...,.,..._..________ Telephone#: —___ ___________ _______ ______________ _ E-Mail: _____ ___________________..__...____:.______..___ i Name of Persons Responsible for Installation&M Intenance of Erosion Control Practice: Address: ___________________ _ ...___.________________ Telephone#: Fax#: -------------------------------------- _ E-Mail: ____ __...______.._____.,._____,.__....._____.-_____ ____ _________ Total Area of All Total Area of Land Clearing ...___________________`_____-- Project Parcels: and/or Ground Disturbance: _...__ _______________________________.._____ . (S.F./Acres) (S.F./Acres) Project Duration: /fit Start End ----- --------.---.---.-----.___.._______________ (Anticipated) / Date: Date: M___ _______________. ____________________— (Number of Calendar Days) I Will this Project Disturbe five(5)or More Acres at Q ------ -------------------------------------- Any One Time During the Proposed Development? Yes No ---- --____..______________________________ If YES:Please Answer the Followingl a. Does the Applicant have a Qualified Inspector On Q Q Staff To Conduct the Required Inspections? Yes No I b. Does the SWPPP Indicate How Frequently the Site O O List the NAM EIS or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No �/OW c. Does the SWPPP Adequately Identify All Temporary Q Q and/or Permanent Soil Stabalization Meas ures? Yes No d. Does the SWPPP Adequately Identify a Complete Q Q __.....................................__.._.._...._........__........._-_.........................__.._.._...........---_-.._..--.--..._ Project Phasing Plan? Yes No Status of 41mpclad Waterbody:(eg.TMDL,303(d)Listed,Impaired...) e. Does the SWPPP Indicate Additional Site Specific Q Q Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eg.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland...) Of Intent and SWPPP Acceptance Form for Review Q by the Town of Southold? Yes No �v I STAIT OF NF.W YORK, COUNTY OF...........................................SS Notary Public,State of New YorkNo.OI BU6185050 Quell That I, 0"68i�li' asI SUIT�, ...............................................................................being duly swom,dep ses t �r�Permit (Name of individual signing Document) Andthat he/she is the (Owner, ontr........................................................................................................ (Owner,Contractor,Agent,Corporal1s 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 manner set forth in the application filets herewith. I Swom to before me this; , ........� .......................day of....::... .............................,20141 l /� Not; Public: ..../ A3'jN.!� ..... ......� ............. .............(Si.gnat a.re of......cant.... (Signature of ApplicenQ � SWPPP Assessment FORM: 03-12 < LI I v eyvD r . .r9�r .r '" � �� �. �//a,�r..�Gv�r� S.GT M' /QUO- C�"/'• «� : . 5/ LOCATED AT 4 4,7 4c,,- J, 7/, a LOT e 9 MAP i-A 4770 SCALE 1"=30' U << U c� 2- g ir 2,1 u LT 80 {, �.yti ; ;• �, A-A*,yee SURVEYED 56pj 2s- BY 7/-7 02-37os 3a7ra7-s�/,cF WILLIAM R. SIMMONS III, L.S.P.C. 11 MEROKE�ANE a EAST ISLIP, L.I., Y.11730 ' o (631) 581-1686 Fax; (631) 581-1691 „ FILE N PAGE GRID C SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION GENERAL NOTES: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND IJ� — = - "1 General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. I� 0115 CC) NTRACTOR N 0 T E S Wood: 1 • All studs to be Doug Fir Larch #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A D °AaK ASSOCIATES LLC 2. All structural wood shall be in accordance with the national design specifications for wood construction — latest edition. residential,& commercial design •engineering•consulting B. LOCKED AREA. GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre—manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS, SUCH 506 Main Street phone: I631I167-6071 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All trusses shall be "shaped" as shown on architectural cross sections, MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Westhampton Beach,New York 11978 fax: [631)466-3354 FIRE DEPARTMENT RULES AND REGULATIiONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b• Trusses shall bear a boca number and shall be manufactured by a registered manufacturer, E-Mail: CArm8888@aol.com 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. -Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. OWNERSHIP & USE OF DOCUMENTS: AND PAY ALL FEES RE=QUIRED BY THE (GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. 3, MINOR DETAILS NOT USUALLY SHOWN OIR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK a• All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports ideas, design and arrangements represented SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, LILC. No part thereof shall be copied, disclosed 4. THE CONTRACTOR SHALL COORDINATE AILL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER, 7• All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better. to others or used in connection with any work p p (• ) # 3. DUST CONTROL: or, project other than for which they have been 5• THE CONTRACTOR SHALL BE RESPONSIOLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA, THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. REMOVAL TASKS, THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OR DURING THE EXECUTION OF THE WO)RK. E = 1,600,000 PSI Fv = 95 PSI C. HEAVY DROP CLOTHS, 6. THE CONTRACTOR SHALL LAY OUT HIS (OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb — 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. 9. Design values: 7. PLUMBING WORK SHALL BE PERFORMED) BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 4. NOISE AFTER HOURS: Fv = 285 PSI 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 9. THE CONTRACTOR SHALL DO ALL CUTTI��G, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 11 . ALL DIMENSIONS ARE ESTABLISHED FROIM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES WILL BE ALLOWED TO COMMENCE UNTIL. THIS HEIGHT IS APPROVED. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE RESOLUTION. CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE BEGINNING OF WORK BY A CONTRACTOR 13, THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. WORK NOTES: SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE HE WILL BE RESPONSIBLE FOR ALL DISiCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARMI & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE—STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE—STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD SNOW DESIGN FROST LINE DESIGN UNDERLAY— FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 45 Ibs/sqft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B DESIGN CRITERIA PRESCRIPTIVE DESIGN MINII"U.M UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) USES(s) AND OCCUPANCY CLASSIFIC.ATION(s) USE LIVE LOAD DEAD LOAD USE OCiCUPANCY EXTERIOR BALCONIES 60 10 RESIDENTIAL R;-3 DECKS (f) 40 10 TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 a 10 TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 V B ATTICS WITH STORAGE (b,e) 20 10 PROJECT: HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 ' -i p .,,A P . HEIGHT FIRE AREA M A SLEEPING ROOMS 30 10n "'A HEIGHT, BUILDING. THE VERTICAL DISTANCE STAIRS 40 (c) 10 FROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIGHT 3 S'TORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 RESIDERIANCE OF THE HIGHEST ROOF AS PER TfABLE 503 SURFACE = NA AS PER SEC701T-502 OF ROOF 30 10 RETAIN STORM WATER RUNOFF THE BUILDING CODE OF NEW YORK STATE. PURSUANT T" CHAPTER 236 a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000— OF THE TOWN CODE. 1855 CLEARVIEW AVE. TOTAL HEIGHT FROM RIDGE TO GRADE NA POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. APPROVED AS NOTED SOUTHOLD. NY. 11971 b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. DATE - B.P. # -3_2/701 4; LUMBER SPECIES AND) GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY rA� DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING a K�' L�-� , OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER FEE: __ BY DRAWING TITLE: ALL HOUSE FRAMING MATERIAL DOUGLAS FIR — LARCH #2 AND BETTER STRESSES. NOTIFY BUI(.DING DEPARTMENT AT 765.18 , '3 AM 1-0 4 PM FOR THE, ALL EXT. DECK FRAMING MATERIAL (CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN FOLL(:.':iNG INSPECTIONS: ACCORDANCE WITH SECTION R802.10.1. . FOi 'NDATION-TWO REQUIRED GENERALNOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS -I`: POURED CONCRETE 2. RG"GH-FRAMING,PLUMBING, TABLE R402.2 STFAPPING, ELECTRICAL&CAULKING MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL SET: ISSUED FOR: DATE: MINIMUM SPECIFIED MUST BE COMPLETE FOR C.O. AREAS OF STRUCTURE BASIC COMPRESSION STRENGTH (a) (fc) ALL CONSTRUCTION SHALL MEET THE CRAWL SPACE NA DESCRIPTION OF WORK TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL REQUIREMENTS OF THE CODES F NEW BASEMENT NA YORK STATE. NOT RESPONSIBLE FOR FIRST FLOOR ADDITION NA BEING PERFORMED SEVERE (b) DESIGN OR CONSTRUCTION ERRORS. SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA 1) REMOVE EXISTING CONCRETE PATIO CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) SEAL: DATE: BALCONY NA SLAB ON REAR of HOUSE. FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE LOFT NA TOTAL OF 444 SQUARE FEET. OF NEW YORK STATE, AND THE AMERICAN FOREST & )PAPER ASSOCIATION (AF & PA) WOOD FRAME APRIL 18 2012 ATTIC (HOUSE)(a) NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PROJECT NO: ATTIC (HOUSE)(b) NA 2) PROVIDE NEW DECK AS PER PLAN GRADE, EXCEPT GARAGE FLOOR SLABS © COPYRIGHT 2011 DAK ASSOCIATES, LLC. OF� 951—2012 NO SUBSTITUTIONS NE IV BY: GARAGE NA NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �P �y ATTIC GARAGE a NA All Framing Hardware Shown on these Plans, D � O BDK BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. UNDER FEDERAL COPYRIGHT LAW. -,, ss� 'Q�- 'p BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 d Unless Otherwise Indicated, Is Simpson Strong— Any os� CHECKED BY: O PLANS MAY NOT BE REPRODUCED WITHOUT r-. � •- I',,.,� � SCREENED PORCHES NA Tie, No Substitutions are Approved or Authorized. — ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY WRITTEN AUTHORIZATION. JJD c� ;.; SUNROOM NA EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF `�- j,f ` i SHEET NUMBER: PORCHES, CARPORTS AND STEPS EXPOSED TO DUe t0 the Relationshi S of Framin Hardware ° �"x , Z DECK 432 SQ FT P g - THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) D.A.K. ASSOCIATES, LLC. :moo o - PORCH REMOVED NA SHEATHING NOTES: to the other Components of the Structure, any A 07 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE � (v_ COVERED ENTRANCE NA ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. ES a �� 1 POOL HOUSE CABANA NA & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the UNCOVERED ENTRANCES NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Installer Contractor AssumingResponsibility for (a) AT 28 DAYS PSI P Y Acceptance of these drawings does not authorize the right to build without (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the Design and Performance of the Entire System. the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL (a) WITHOUT STORAGE of Health Services, Town Building Departments, DEC, FEMA, etc. (b) WITH STORAGE CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Verify all conditions, codes, and requirements with such agencies prior to JAMS J DEERKOSKI, PE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. construction. (DD-A-K ASSOCIATES, LLc (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE f A ICU W Vinyl Handrail System D a A a K ASSOCIATES LLC o v� residential & commercial design •engineering•consulting w U O N O C � 506 Main Street phone: �631)167-6071 Westhampton Beach,New York 11978 fax: (631)466-3354 x F`- E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC 2x ACQ Stairs and Stringers OWNERSHIP & USE OF DOCUMENTS: W/Azek Risers These drawings and specifications including the iideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. v w o c d x a> � I Vinyl Handrail System 0 w 0 0 o- w Vinyl Handrail System o U � N H �flw WORK NOTES: 2x ACQ Stairs and Stringers rl W/Azek Risers Deck Vinyl Handrail SystemP1an_ \\\_ VinyII Handrail System Scale: = 1'-0" Md- Md \ \I 12" Concrete Filled Sona Tube 12"Concrete Filled Sona Tube (U Bottom of Footing Min. 3'-0" Bottom of Footing Min. 3'-0" Below Final Grade. Below Final Grade. 8,_6„ 8,_ 6„ \ 12" Concrete Filled Sono Tube I I I \ (� Bottom of Footing Min. 3'-0" PROJECT: Below Final Grade. a a Q a LONE O O N N K N N N N I I I I R"" ESIDENCE 1,D (1) (D r� r� I I 12" Concrete filled Sona Tube 1 12" Concrete Filled Sona Tube 1 1855 CLEARVIEW AVE. Bottom of Footing Min. 3'-0" Bottom of Footing Min. 3'-0" S O U T H O L D. NY. 11971 Below Final Grade. Below Final Grade. oe MIS DRAWING TITLE: CY 0 0 CD a DECK PLANS a o 0 � I �I NI NI N N N AS NOTED 6 71915 SET: ISSUED FOR: DATE: 12" Concrete Filled Sona Tube 12" Concrete Filled Sona Tube Bottom of Footing Min. 3'-0" Bottom of Footing Min. 3'-0' Below Final Grade. Below Find Grade. I I I I SEAL: DATE: APRIL 18, 2012 I�� 12" Concrete Filled Sona Tube CID PROJECT NO:951-2012 Bottom of Footing Min. 3-0 ■ p+` NE Below Final Grade. �� � , E ����� DRAWN B BDK FootiPlan Q s�* CHECKED BY: Scale: " = 1'-0" w JJD w z SHEET NUMBER: A 1 ' -8" 4'-6" 5' 17'-6" R© Ss� N A303 7 i I DOB NUMBER: OF 2 Acceptance of these drawings does not authorize the right to build without the authorization JAM ES J DEERKOSKI, PE of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such © D•A•K ASSOCIATES, LLc agencies prior to construction. —4-,lex'. n� MZIL D a A a K ASSOCIATES LLc residential & commercial design •engineering•consulting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 fax: (631)466-3354 E-Mail: CArm8888@aol.com 2x4 ACQ Cross Bracing Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 2x6 ACQ Box These drawings and specifications including the 2x8 ACQ Box iideas, design and arrangements represented NEI Azek Box therein, are the property of D.A.K. ASSOCIATES, I I I I 2x4 ACQ Cross Bracing toCothers or used. No part ein connectionof withwl th any disclosed or project other than for which they have been prepared without written consent. I I I 2x4 ACQ Cross Bracing I I I I I I I I I 2x6 ACQ Box 2x8 ACQ Box I I I I tx8 Azek Box 2x4 ACQ Cross Bracing 20 ACQ Cross Bracing I I I I 20 ACQ Cross Bracing WORK NOTES: Provide Dbl 2x6 ACQ Beam 2x6 ACQ Box to Allow for Border De 'ng 2x8 ACQ Box Provide D 2x6 ACQ Beams fo to Allow fo to be Installed 1x8 Azek Box r Border Decking to be Installed Framing P Scale: ° = 1'-0" PROJECT: M A N D A L 0 1h1M' E RESIDENCE Insure the Final Finished Floor Height in the House Matches the Finished Deck Height ("NO STEP"). 1855 CLEARVIEW AVE. Provide " Space Between House and Decking S O U T H O L D. NY. 11971 to Allow for Water and Dirt Drainage. T own H8 Yd 2x6 ACQ Box 2x8 ACQ Box T own H8 DRAWING TITLE: Yd tx8 Azek Box Trex Decking or Equal DECK PLANS 2x6 ACQ Floor Joist — 16 oc. 2x6 ACQ Floor Joist — 16"oc. AS NOTED (2)2x10 ACQ Girder (2)2x10 ACQ Girder SET: ISSUED FOR: DATE: Der I o0 Ice And Water Sheild Compact All Fill Compact All Fill Remove Existing Concrete Slab Simpson CBSQ—SDS2 and Insure Grade is Built—up Recommend Digging Down 012" to 18" to Provide a Pitch Away From and Check Foundation Condition as Well House. 12" Anchor Bolts as Provide a New Coat of Water Proofing and Apply a Layer of Ice and Water Sheild SEAL: DATE: Flared Away From House. APRIL 18, 2012 " Rebar PROJECT NO: Foundation Coating 951-2012 �� IFNE[V DRAWN BY: 12" Concrete Filled Sona Tube 12"Concrete Filled Sona Tube DEED, ,0 BDK Bottom of Footing Min, 3'-0" Bottom of Footing Min. 3'-0" �' c' �r0J, CHECKED BY: Below Final Grade, Below Final Grade. * JJD n w SHEET NUMBER: 2 M r ti CrossSection AROF S�° �� 303 DOB NUMBER: OF Scale: " = 1'-0" Acceptance of these drawings does not authorize the right to build without the authorization JAM ES J DEERKOS PE of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such © D•A"K ASSOCIATES, LLc agencies prior to construction.