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HomeMy WebLinkAbout41914-Z �Q�O�11Ff�C��d�y Town of Southold 5/17/2018 b P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39647 Date: 5/17/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1625 Indian Neck Ln., Peconic SCTM#: 473889 Sec/Block/Lot: 86.-5-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/25/2017 pursuant to which Building Permit No. 41914 dated 8/25/2017 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 WRAP AROUND COVERED PORCH,REAR DECK, ATTACHED TWO-CAR GARAGE AND UNFINISHED BASEMENT,AS APPLIED FOR The certificate is issued to 1625 Indian Neck Hldng Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0031 03-30-2018 ELECTRICAL CERTIFICATE NO. 41914 02-08-2018 PLUMBERS CERTIFICATION DATED 02-01-2018 Da ' N. Dowling UA ho ' e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . 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#: 41914 Date: 8/25/2017 Permission is hereby granted to: 1625 Indian Neck Hldng Corp 166 Higsbee Ln West Islip, NY 11795 To: Construction of a new single family dwelling as applied for per Trustees, SCHD and DEC. Replaces BP#39956 At premises located at: 1625 Indian Neck Ln., Peconic SCTM # 473889 Sec/Block/Lot# 86.-5-8.1 Pursuant to application dated 8/25/2017 and approved by the Building Inspector. To expire on 2/24/2019. Fees: PERMIT RENEWAL $1,432.601, Total: $1,432.60', I &WZliK g Inspector SUFFD�� TOWN OF SOUTHOLD BUILDING DEPARTMENT j TOWN CLERK'S OFFICE y SOUTHOLD, NY llp1�� 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#: 39956 Date: 7/16/2015 Permission is hereby granted to: Hallden, Margaret 512 Ashland Ave Baldwin, NY 11510 To: Construction of a new single family dwelling as applied for per Trustees, SCHD and DEC. At premises located at: 1625 Indian Neck Ln, Peconic SCTM # 473889 Sec/Block/Lot# 86.-5-8.1 Pursuant to application dated 6/16/2015 and approved by the Building Inspector. To expire on 1/14/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,865.20 CO =NEW DWELLING $50.00 Total: $2,915.20', i Bui ding Ins Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN MALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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: House No. / 9 Streets J f Hamlet Owner or Owners of Property: f bJ�f j� f°� - l/l jj (d Suffolk County Tax Map No 1000, Section 3(a Block 5 Lot Subdivision J Filed Map. Lot: Permit No. Ll L Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: VX Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Int Signature pF SOUjyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 aQ roger.rich ert(c)-town.southoId.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: 1625 Indian Neck Holding Corp. (Hallden) Address: 1625 Indian Neck Lane city:Peconic st: New York zip: 11958 Building Permit#: 41914 Section: 86 Block: 5 Lot: 8.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Grove Electric License No: 48401-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 300A Heat GAS Duplec Recpt 84 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 12 Wall Fixtures Smoke Detectors 5 Main Panel 2-150 A/C Condenser 3 Single Recpt 12 Recessed Fixtures CO Detectors Sub Panel 1-90A A/C Blower 3 Range Recpt Fluorescent Fixture Pumps Transformer Appliances 1-pW Dryer Recpt 2-20A Emergency FixtureTime Clocks Disconnect 2-150 Switches 73 Twist Lock Exit Fixtures TVSS Other Equipment: 300A Underground Service, 123 Ceiling Fixtures, 3- Under Cabinet Lights, 3- Paddle Fans, 4- Bath Fans, 1- Range Hood, 1- Fire Place, 1- Light Lift, 1- Instant Hot Water, Notes: 3- Combination Smoke/ CO Detectors, Power Pedistal (Dock Power), 24 AFC Circuit Breakers, 8- Combination GFCI /ARC Fault Circuit Breakers. 22 KW Standby Generator with 300A Transfer Switch. Inspector Signature: Date: February 8, 2018 0-Cert Electrical Compliance Form.xls `Q@OZ '90 Aionuor samaxi u®10®l1 woo AW AlunoO HlollnS u! pellllon(9 V9£96Z90W L0 'ON �INOA M3N dO RWS-0118nd AdVION 31a21V0W 'f N3113 X1unoD;`= o S `otIgndoN + ` stIP aur wopq of tuonnS _ tquuSiS ssaqumld) TROT %I 3o OI/Z uql ssol sutsluoo uralsAs Alddns iolum otp ui pasn aaplos atp Imp AjIvao g G (lurid osual j utad ostaal j) �A q-JV l Cay TIV •oN ltuuad�tnpl.ng QZORMOS 30 MAAOZ crloHjmoS 30 RIAOJL BLOZ - M .r.N�rT. d�a�rua�rng 6560-TL6TI A `PIOIROS 6LII xog'O'd Z096-S9L(I£9)xua Puog uluw SL£tS Z081-S9L(T£9)auogdata.L xauuV IIEH umoy A l ' �pE 30 cou TOWN OF THOLD BUILDING DEPT. 765-1802 NSPECTION [ FOUNDATION-1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND - [ ] INSULATION [ =] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [. ] CODE VIOLATION [ ] CAULKING REMARKS: 2qns:nJ. s4�cro =� 9 1� DATE INSPECTOR fjf so cou TOWN- OF SOUTHOLD BUILDING,DEPT. 765-1802 INSPECTION I I NDATION IST ROUGH PLUMBING A FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) CODE VIOLATIO CAU REMARKS:- Z� DATE . INSPECTOR V1 t [ p OF SOU Tyo� 00UM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 N.SPE T ON ' [ ] FOUNDATION 1ST, [ UGH PLUMBING [ ] foUNDATION 2ND [ ] INSULATION [%'O�(—_ FRA IN STRAPPING [ ] FINAL [ 11FIREPLAC [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]' CODE VIOLATION [ ] CAU ING REMARKS: I� vtl L �- Sty- n b.� l v�►� V A GUI/ - . DATE INSPECTO j r __ _ _ � 9 r � • �o o�y�OUNi'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0=50 Rvttnl S'�c ° t r1wim 011= 4 6d (nq 4- OAN Im C*V-(6q bV ukif vt pi l,l �o✓ L 'vr✓ (nod n wr DATE INSPECTOR pF SOUI o oourm,��'� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ICN [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT ENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) MARKS: o V, DATEINSPECTOR 1 OE SO(/ly �0� Ol0 H O �lycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL /VD [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �G ��� atw w� L r &W Ckk ctAe nr3, ANw* fcwKsv,4nov Csr- ►�� DATE INSPECTOR SOUlyolo l N TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 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: DATE INSPECTOR -Lt L c� OE 50UT ti��� yO6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ - FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c20 DATE j I INSPECTOR ` rM • r o. . • R"a I • i. • Lg/MA � ROVIVITUR • 4 I a r �./ OM Iry • bit • / � - ' Nam, UN- , t ` l n� R�[ � � pffl i i :.fie: i .�i l '191 lI�� �j.'I.a r .� �.,� ',ice:11. 'Ki lla lWA � -- i «.' l,M / VMOMZ �.� �lG1 :. yjKIM '" •� .. ' ' " :: rr 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 Plannin_ a Board �+al FAX: (631) 765-9502 --Survey SoutholdTown.NorthFork.net PERMIT NO. J �Jh, -Check ;eO .-Septic For N.Y.S.D.E.C. Trustees C.O.Application ' �lee�erm'it Examined ,20 cM storm-Water Asse�enit Form 9 Contact: Approved ,2(9 ) Mail to: Disapproved a/ Phone: 3 t 0106 Expiration ,20 C (( =:, is Building Inspector ! APPLICATION FOR BUILDING PERMIT, JUN 12 � Date• , 20 INSTRUCTIONS BLDG DEPT t� rea ion-M-U;�b 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 iri 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 i 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. ( 'gnature of app icant or`9nam-e`;.if a corp o ion)., . . • , . . , /� 6 � �_(' Cr�� Wei �s ' 1 f6 (Ma ingaddress'cfapplicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber onbuilder. t , Name of owner of premises '(As on the tax roll or latest deed) If.ap t is a c rporatio , signJurg of1dlyFly authorized officer, Avg :�1 a .a JJ and title of corpor to officer)Builder LVe nse No. '�3 5 - N Plumbers License No. Electricians License.No. Other Trade's License No. 1. Location of la d on w c propo ed work w' 1 be done: , : , e s K OW House Number . Street 1.. Hamlet County Tax Map No. 1000 Section 0 U Block d 5 Lot 0', Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and in endo use and occupancy of proposed construction: a. Existing use and occupancy ��l �f ; b. Intended use and occupancy �f Ah`� SPS e7C� 3. Nature of work(check which applicable):New Building Addition _Alteration Repair Removal Demolition Other Work d (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling 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. 7. Dimensions of existing structures, if any: Front jll� Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front of Rear Depth Height Number of Stories / 3 8. Dimensions of entire new construction: Front �• 3 Rear Depth �� S Height Number of Stories 9. Size of lot: Front Rear Depth �/ l 10. Date of Purchase �� Name of Former Owners 11. Zone or use district in which premises are situated A fo 12. Does proposed construction,violate any zoning law, ordinance or regulation?YES 'NO 13. Will lot be re-graded?YES NO .'Will excess,fill be x6moved from premises?YES NO 5 14. Names of Owner of pre ise�s rs : .14-��" (41 Address W0q j%, (�, di 1)17J hone No. Name of Architect b R Address iJ i%v) ,�._ Ph o a - 31� Name of Contractor v", Address .0 v l f� i hAne o. 3 a 1 01, 15 a. Is this property within I00'feet of a tidal wetland or"a' freshwater-wetland? *YES 'XNO * 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. 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF& k, J©L vMe6 —ja- jC KSP r2 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Py-,o,G i e.l'l+4 1 (OQ5 —Tv1cko, el IN Q..cK 40 W n CDy^:p (Contractor,Agent, Corporate Officer, etc.) S 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. Sworn to-hefore me this r ),T H day of J UV117_ 201 C \ RR' ID DPW Notal-y A..A�, ,g of New York ` 'g a of Applicant NO 02D-86247998 Qualified in Suffolk Counatty Commission Exvires Sent M 2015 .1 ow�a Flail Jamer's F.K-mg,President 4 54375 i&Ir I.R.-ad Bol Ghiosio.Jr.,Vice-Fresido-,:'.t P.O.Box 11179 .6 -4ew York 3-197-L-0959 t4 ' Dave Bergen i'�* Southoid,i Jon Brederneyev riona(631)765-13- 2 T 9 elepl Mkhae-!J.Domino Fay-i637 1 76E-6641 VIC; BOARD OF TOWN TRUSTEES TOWNT OF SOUTHOLD Permit No.: 8231A Date of Receipt of AppllcaVon: Ulay 16, 2013 Applicant: Margaret Hailden SCM19: 86-6-8.1 Project Location. 1626 Indian Neck Lane, POCOMiC Date of Re-solutionlissuance: June 19, 2013 Date of Expiration: June '19, 2015 ReVie-Wed by: Board of Trustees Project Description: To construct a 25'x42.5' two-story single-family dwelling with attached 4'x7stoop. Findings: The project meets all the requirements for issuance of an Adminis-trative Permit set forth in Chapter 275 of the Southold To-'Wrl Code. The - issuance of an Administrative Permit allovis for the operations as indicated on the survey prepared by Nathan Taft Corwin III, Land Surveyor, last dated on June 6, 2013, and stamped approved on June 19, 2013. Special Conditions- None Inspections. Final inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Pen-nit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit wili be required. This is not a determination from any other agency. James F. King, President Board of—1 ruete,-as Michael J Domino,President OF souTyo Town Hall Annex John M.Bredemeyer III,Vice-President �O lQ 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A Nicholas Krupski • O Telephone(631)765-1892 Greg WilliamsCUUM`1,� � Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD '7 CERTIFICATE OF COMPLIANCE #1445C Date:February 1,2018 THIS CERTIFIES that the modifications of the as-built dimensions of the dwelling and garage to be a 55.5'wide by 37'long dwelling with a landward bump-out of 22.1'wide by 13' long for the attached garage,and a 14.1'wide by 9.5'deep seaward bump-out for a new first floor total square footage of 2,474.70 with a 875sg.ft.covered porch on seaward side, At 1625 Indian Neck Lane,Peconic Suffolk County Tax Map#1000-86-5-8.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 16`2013 pursuant to which Trustees Administrative Permit#8231 A Dated June 19,2013,was issued and Transferred and Amended on February 15,2017, 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 modifications of the as-built dimensions of the dwelling and garage to be a 55.5' wide by 37'long dwelling with a landward bump-out of 22.1'wide by 13'long for the attached garage and a 14 1'wide by 9.5'deep seaward bump-out for a new first floor total square footage of 2 474.70 with a 875sg-ft.covered porch on seaward side. The certificate is issued to 1625 Indian Neck HoldiNCorp.owner of the aforesaid property. Authorized Signature LVEtiV Z01d ;STATE DEPARTMENT,Off'FNVXRONMENTAL CONSERVATION '® FacWty,DE01D•1-4.7.3844250 - PE]2MIT ,- -K Under,tlie-E&dronii a �a1�Con-seirvation haw ECL Perml tee and`Facil ty,=lnformadon PerinitIssuedjTo: Facility: ; MAZ GRET�I�ALLDEN' H A T LDEI�1 PROPERTY 512 AuHLAND I VE 1'625TNDIAN NECK'L'N,SCTM 1000=86=5-8:1 BALDWI�T,NY`11:510 PECONIC,ICY 1195 8 (51`6);3.16;5625, '�+`acility1A:pplicaEion.��ontact� ��: - •• 1vICCA'RT'HY �MANAGGEM ENT INC 46520'CO'RTE 48., dia.-bL;R:NNY=11 71-: (63;x)-47,65-5815 Tt adut,-LI cation; iri;S,OIJTHOI:D`iri SDEFOL K C®LINTY ' EacilitytPrau ipa Reference''point_: NYTNT:-E: 71'3:978: NXTIVI=N: 4595.642 Latitude: - 41'°02'02:0"-Lon ?tude: 72°27'16.3" ,.., Rrojec = ,ocation; 1625 Iiadiaii_I�7ec1 La_`rie;;Pecohi Authorized>'Act vi�`ty `Coristrii�t a sin -far�iily.dwellirig;s�iorch, stoop, cellar entry,.sarii_taty.system, . k e {""da iililicv'-titer service:;A:llsva ;shalllie°perfgrfried` ; n accoriaric witli,tlie �arid�irlsfall4�a�dry:'v'� �„7:._.: ti,�•;:;�.�.a.;.�, �5,..,�„ t }•�Y,. �^,.:'� '�.:�k' 4r...a3-; xs .'!X..” 3 _ -- =�.��a;�� �'3, li'.,..r_ .y.�;�;,:� -,j43...•.-��.. ,iYae:� %rl'.A".'-'•�S r v.3� L 'a �F•'.'t' -and sta°ri�:e it:-.KNY'SDEC�AP?ROVED>',�.r.s. ,'�u a r::..wr:: >: '7 e ed b .`Nathan.Taft:4Corwin .`.:i r .,.t .,,G-a: s._ -:;s ;, d.._.,. ....., .1:.:';: :%s:�:: - " 'ti:wL-..•- '�.•.r�r-.;::tti3�..»},r-.A"'it'Eh. �.fir<. 'C The:portion 6'f th6,pr6pertjifi.at is landw,ard'.(,west):of the existing 10 foot elevation:contour'line,�as shown bn;the,afoaeixieritioned survey,;is..bey6nd"the�urisdzction.of Article 25 Tidal Wetlarici"s. �., =Authoiriiza (Ihs` Tidal Wetland's-.Uiiaer,Attidd'25 Permit=ID 1�473$'.04250%0;0.00:� �- � - New .Permit' Effective Date-,,8/15%2013` Expirat7on Date: 8/14G20`18' Page 1 of 6 -�`�E�V'YQR --StATE:DEPt112TNCENT OV.-ENVIRONMENTAL.CONSERYA`ION Facility<DEC.ID•1''-4738-04250 N_I SDEC Approv-al :By acceptance of this;gerinit,.,the;permittee agrees:th at theypeririit;i"s;'coritingent�'upon strict- .compliance;iv tti tli e E;CI,, all'app,cai le regulations;fariil'all$'conciWon's i.ncluded;as part of Phis - `pexiriit. Peimi .Administrator':SU 'AN AGKERIvIAN;Deputy RegionalPeiiriit:Administrator Ad'd ess`- '-NXSD G:REGION `HEAD:QUA TE W t =S.? ;@;STONY'BRQOI 15. CIRCLE RD STONY B? O:OI 1179'0,--3, Autloizedgiatute: -`' _ Date, 4I)istrbtionJ�ist MCCARIHY 1 rACEM 3�NT INC "sEnviozirri entail'ermits - � � �Per-nit;`C.�rn oi�eri#s•� . - - _ zerµ.e q,,,y. � „k ,v.�,.>4`.H_:r..n'-T..r��:.'ss��c�'_ :����tl.�f:,., `}'�. 1�. • ., ,.�,... ,_ ».. - �,.. ._ _(., '""t'�,z',=n,�,,;i'::--t,,!i=,'t :ftl?;i. - - -^te i'`' ,�s.-t 't..:;T':.'*.;:�^'•.- e>', •F=r*Y 2±ti-. _ �3>r„ :`i•.` - r�. - .�7'» .^Yr',�'y..! r'` _�.i:=`v r.-• c?• °• ..7^Y'`• .cr.G'"-9».1>.,r:��nU i.Ln. `-«tF.. ti''.',;.:%,.::.5� .t:'° ''f.�^ s'=".•''." t �{, L moi. �r<YrY.aFi,..)�S»• ;:t,y..''.l w" ..t4�.> s": a :Y•;. i. 'ItESO^U�RCE,PERIVII�'I'°.CC1I�TTIO�TS.. . GENE�,L.°CONDITIONS?.APPLY TO., NOT�ICATION`OF O.bitk OBLIGATIONS 1 A7C Z`I2 ES:O�TRt*'p-,E R-M—T--I'NbJ['T O1 S,=:Apply to f6'-Y6h6 v iig - _ z :1Pets: ]�DA7G"�V ;`TAi' 'I �:: .. 1. Notice of Commencement At least-48.hours prior to'coinmencement of the,project, the permittee and=coritractQzshall:sigwand return th&Ao'p portion-of the enclosed notification•form-certifying that.they are,f Uy.,-I*pre.of'and'understand all terms and-conditions of this permit. Within 36:d'ays of completion of project •`the,�bottom portion-of the firm-must.also b,e;s geed aiid'returned, along with photographs;of "the ebmlleted work. e 1 2: Po'st;Perinit Sign The permit sign enclosed vc%ith'this.permit shall be;posted in a conspicuous locatfon,ori the,worksite and adeguately'protecte.d froinAhe weather. Page 2 of 6 AM •J , '• ,A NEWYORK STATE,-DEPART) ENT OF4'ENI RONIMENTAL CONSERVATION Facility DEGID 1=47-38-04250 3:,T dai'�VYetla�id=Covenant; �he;perrnittee`shall`JJ -6fdte`tlie a ached,Covenant,(or similar, D'egartinent=app-roved;;language)°to`,the deed forstlie property`.wh' Elie.project:will�b•e'condueted;.arid_,file Yj`( tlirytlie_Clerk':otrSjjyF QLK Co6t-V1i -tA 19:day's'of the.effective elate o£tfiisrlierrriit. This deed co'venanfishall' timWith-the land;into�perpetuity: .A cdl?yV&:tile,covenanted cleed',or other acceptable S`...•:..... proof ofrecord;ai6n with the'.num—Vi as`srgned'to t 3i CPeiari t;•shall bejsubinitted withixz.90 days of the . effective;aat6 of thi's perxnit`to ` Regional Habitat-'TW'; ,� ! NYSDECEGZON; 'HEADaQfJATtTER ;S-,UN @:STONY'B'ROOKI50-CIRCLE,RD ' -STON -13R00 NY1=1790-3409. A1 -1Compliance" 4: Corifoi^mauce�Vitli;=Plans -All acti ities authionz6d'li his,:permit;must lie in sfrietE corifornianoe witli,the dpp oyed>plaris°subixiitted by ihe: ppl cant or applicant's.agent as part�of=the peiiiut'appl cation. Such approved.plans„w,ere.,pie aced liy Nathan Taft.Corwin III''.ori:3%1.1/13,%arid stamped,"NYSDE.G` 'A`l?PROVED"•gn;8/15/•�3. _. ,... . • �, " 'F.-:-' ' }(^ j"(i ry`a�7'gt 5 • +~ k ." f ;` t4.4' 5: J�stalilsli�VggetafeclBiif ex:`',To rotect1%e`vallies"ofAthe tidalwetlands;.a;permarieritivegefated liiffer'zone;sYialllie;'esfablislie'dere}slialbe�no th fitrbance'to:=thee nafural•vegefationsor•topogrthilanarea,eriding5>linear feet 1;aridwardrQf e tidal wetlandNl�ouridary: _ = 6, Sfraw'tiles'or-,-*b-i'er;a-i'Tiaal`W 7fiffi'd A'row=of'sfi'aked?straw=bales;or-'approvablecexosion,contr'ol is sliall;li+e,f lace` -at- d,thlariiiwardaed''e:.o£tle iifferareaor75'>.liziearfeet�froin the ti'da1#wetland dev%ces_ ,p:_ i yr ,J (•: _. 4t .....__. . �j+iaa•H.�:a:Y'y.,.'rp..y-;,�,;nt`.s„Y<•:+,?'� epi•.: _ .•a�t�r.d,"]•: `. - - - '"9,r•* - „. Y (:^ .�'� 'ani':' OTRt�"Vol'nrnericerrient`of'an3 �,1e.., ;fir :bound oras er'tliefNYSDEC.a `oyed;pl prx Ya., ' 5` re< nc o" al.coizditioil:until=,tlie ro:'eet is"cam`l`etearid; 1'1`disturbed areas remain irl4,placeand in-good, are stabil_itied.w'itlf-vegetAi-0, 7: Storage of-Equip rient,'Materials -The ttorage--of const.,uct on-equipment and materials-s - confined within.the project'rvork area:and/or upland areas greater than 751inear feet from the tidal wetland boundary: , 8: Concrete heacliateDuzing,coristiritctiozi;'rio met;o ?fres2l cari'crete.orleacliate:'shall be=allowed to escape:into.any;wetlands:or't�Yaters:QfNevv'York.State;iio> s1a11`.washings=from,ready xriiXed;concrete trucks;.mixeis;,orothefdevices;be nllow,ed o enter any wetlarid`or"ww0ters. Only watertight or, waterproof forms shail,be:.used. 'm etxcoxicrete`shall riot be:poilred'to displace water within the foims. 9. Runoff Dikected,�to'Z7plandD�rywells `R- fzuno-ff"sk�a1T';be'directed to drywells a,minimum.of 100 linear-feet landward ofthe;tidal wedand`boundary fgr immediate on=site recharge. 10.,Clean Fill'ohly Allfill shall consist.of cle'an',sand„gravel•, or soil(not asphalt, slag, flyash,broken concrete or;demolition�debris). 11. Contain Exposed, Stockpiled.Soil's, All distuibed_areas•where soil will be temporarily exposed or stockpiled for longer'than-48 hours shall be contained-by a.continuous line of staked haybales/silt curtains (oz:'other NYSDEC approved'devices)placed on-die seaward side`,between the fill and the_ wetland or protected buffer,area. Tarps are authorized to supplement,these approved methods. Page 3 of 6 NEW YOBK`STATE DEPt1R'r1V�EivT'OE'ENVIRON1ViEivTA3;>GONSERv�i�ION �acility`DECaIDYa•-4738=94250 ;, li:=D•epaYtzriei t Jurisdi&dbn, The,c ep-a-tin "tetafii:juris�i'coon,,ofdll;te&lated,lands:where,fill=has been pem feed:, ?laceme�iit o£dll,shall.z of.beused,to'„alter thesdeparhnent'.s Tidal Wetl'andjilrisd'icfional' area-6 ect<site; Tlie arearemains,a;regdfated`axed-subject to,Tidal,Wetland:Land'Use_restrtctions of-6RR'P'art:6.61,. :13. Drive'yvay'%I'aekiig;Area.ofoPervioiis:Miiterial Diie�vay andparking areas-shall'be construefeci of NY DEC=a pproved:.q*tvz"otis matezxals: 44. SeedMi,Distur�ei ;Ango ,Alareas of soil.distur�anee;r<.esuTting froin,tl eipprovedlproject: .q jo S a2ua `szaded uil�dddns zo uoi�so"ijddt'Ituua'd atjl ut sluauza��is oluznooeut_io asj�� kjteua}ew- u apnloui uoll800na.r zo uoisuodsns `uoil qu!pouz_10i sp x6012 � auL liuuad.szc{I axonal xo ppodsn,s ` ipoa of�uot}Inu oiggexe Ile osiosaxa of} Tz atp saniasaz }uauzlzedaQ oqj, }uau!ffi aQ aq{,&q-siidu oona-g piru suotsua` sn Isuoueo ipo�1`liuzzaa c spu�Ilam jepzZ:sLioi4uzuositup p£.Is901 lu',uotluot dcN I M;e tiaz v jtW,gnslsnLu opjrauod o-qj -uolluogddV.-juenaua,-j.jo•uoissnugtiS. •P . - :at:az�i�I��osl�ooitg':�os•�; s� giiai vnaa ir; ,.NQIJ ?i Qs zolk ls.'tii uzpv ltuziaalFug, 66,3,, oj'pa}jiuzgris aq,ol,`o s,.zajsuuA xo uoquogipouz;`i-Ghiauaz}t xacI so�.sudi}�o1,i cTt jQ uots"stu-ignS u,jx vri a,q Isnuz uauq ,daQ.a �ia'pa uez .ia�su�s}'io ugp ar�tpouz`j8;iiaP-014" , sazriibaz luauzlxedaQ ail ubi�uizo�ui }aa_iizaiddtls�osuuoj viii?',aprii�ut:lszttu°uoi �YicIdB_ung ?lriizia'd s �o:�a su�z� io'ir"or � tpouz:�Iz�na'uai iitiia ion-luauz iecIaq=a l<o ' utoi}'ddu,ugnu i'olviv,I uoos Tq1tups lsritiz,aa}iurxad,�tj%. s a�su :c ;o suo,Y t�ipoy rsj n��ua : nuiaa zg,3:;suoi ��r�cjci �£, t. -uoilEuuzualap iq-aapzoruons ui,'6b#*d` s uomontiboi zo suo-ipizo�`suual.a-�To,lAiiie•lolV_auk}z�ciaQ;atp N,pgnsst tsrio}nasduo�} uiizria ap,zo afiyE":'y,3 r;r.Y•.a.;s�:_ �. t'F's"'gru-:.�;'�'�'if.'- :r„,:' .y' .�,oMe=r•: ?r:--_i '4"s:n ,.; ' tt. a•': a'v. _ �`. _ 'krt_::�-'� _ l•d�,`_•r, i M. >sa` of u ui `saz: o a aszaclits"" z=,our ou,:sa'o tw aclws ot:ao :luou�j da F ;a '':xo :a. 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':i +., :�.<,.✓ ::�5 1e-w.,' �"�: - - .r7.4�:.i`: ur za `a`n "rui%a,`d:a `h' aztzo ri sa, t Tyai t tog a. o,;a -uea2 --y -11# , .,uo, aauao��;tn•:suotss olio' ae�s�aa ani ;Tzot}paiTuoo`Tzi;sat}uT}SE:�o�•�ui��xapifn�slaa�}Tttua.ci':a��i�}th1.; r},, �.• -p ;,.,�u :s�, � ���-'� atl}•.o�=atq�tngipa� ivaxa ail}=:off sauzePPapii `sia}OYs}ins',:stiuito:ilrzo („ gQ�i)?slua �;'pu�. `'saa�ojdtzta`sant}e�uasai�Tai�s�;T:`�Izq�,:n�i'aN,�o;a}���”?�.}{�o:uo���:zastzo�'�°le�iiatxzaoa�.r�,u���o'�uaugredaQ>. ate}ssa ret °ploil'pu� iuivapul o1`s-aai� '� Issa tTxa`saT �za E a �O;;a} Vis' i T}daaxa `2a}�T�zta'd agZ izot az�tuYiiapu�'o saaai pui;; �gisiiocIsa• 4yy�3a s daaa ;ao141,AM;�iva;Z' [�IOIZI`Yg0 3JL; T� GT)[ HO dltls�bu, o o,za�sue r�Ien}oe o}zoucT zigns..aq:p�noils,%a'sii i� ziiziad io �siioi diiiii :tioT Tpuo'o}Tivaaci zatpocie io tzopEtiiai`a1ii}eSq paXgiqoxd=�ijjg� tSacIs,-ssauti:ajcjxiasttEz}'az��s�iuria�.=rasu�x, ;fiuraa •9 o}pa}elax�craut}zedaQ a ' oq'suoi}elti�aa to nn�Z,uoT nxasuo9:,luIUQ,U uoxtnua:?,T -jb`SVOTSUdid' Wue"JatTmsiuTaIop OgIjq slapio.`suolllp zoD:}uziacI panssi 4'IsrioTnax rpi+n a uet'Idizzo iio ;a `.}uzuxad Suq} pt q,atp jo aptTtkt qi atl}a�tzTs suoFi}lq �gTlcIci o olouLlaa} }uenalaz I'suoijTpuop Ie}uauiuosrnua'uT au�tj� juaur=�: o itoit�uxo�tzrateua�ui,-paanoasp: tekau •p, `not}apTldde a.2tiip6aoxo -b `.�Turlad au} g4suouiptioo,zo;s_uua}' u�,t�}in1-Atju.iol ol.aa}}itxuodgig axntit=j •q I�iO I.`�A2L�SI�iQ�`"IdJ,IS I%1it�Q iIA�I� O I}?�WZ21'�'a Q; Z Ls'"Os Ak--a r STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE CESAR A. PERALES GOVERNOR ALBANY, NY 12231-0001 ACTING SECRETARY OF STATE August 19, 2013 McCarthy Management, Inc. Mr. Thomas J. McCarthy 46520 County Road 48 Southold,New York 11971 Re:F-2013-0397 U.S. Army Corps of Engineers/New York District Permit Application—Margaret Hallden Construct a one family residential structure. Town of Southold, Suffolk County No Jurisdiction Dear Mr. McCarthy: The Department of State received your Federal Consistency Assessment Form and supporting information for the above referenced proposal. Since the proposed activity does not appear to require a federal permit, license, or other form of authorization, further review of this project by the Department of State, and concurrence with your consistency certification, are not necessary. If you have any questions or need any additional information regarding this matter, please contact me at (518)474-6000. Sincerely, Jeffrey Zappieri Supervisor of Consistency Review Division of Coastal Resources Cc: COE NY District—J. McDonald NYSDEC Region 1 —R. Evans VWWV.DOS STATE.NY.US E-MAIL.INFO@DOS STATE.NY.US DEFIRTMENT OF�THE ARMY NEVA YORK DISTRICT,'CORPS OF-ENGINEERS JACOB K.JAVITS`F.EDERAL BUILDING \ � NEW YO$K,N.Y.1027.8-0690 - JUL 1 1 2013 REPLY,TO ATTENTION OF: Regul•afbry Branch, Subject: 'Permi•t Application Number NAN-2013-00618 By Ha.-llden, Marga. ert Margaret Hallden 512 Ashland Avenue -North Baldwin, N,eiv' Yor•k -11510 Deax K3. ,Hallden.: On May 9; Zbj,3.,- the, New York: District, 'U.,S. Army Corps of Engineers, received -a ;reques,t fo`z- Qepartment of the Army autharit-ation fbr the upland con8tructionEof a residehce. The site is located in the Zong.Tsland Sound, Hamlet of Pecohic, Suffolk County, New York. Our "review indicates: that, since t-he, proposed work doers not appear to include d-redging or construction •activities in or over, any daviga'ble waters of the United' St:at;es the placement of any dredge', or` -fill ,m4torial in. any waters of the:-United, States (including -coastal or h aId-d wetlarids.) , or- the accomplishment Qf any work affecting• the; course,, 11ocat6n, condition or ,capacity of such meas; a Depa:itment of the lAgmy permit, in accordance with 33 'CFR ,32;0 33Q, will 6qt be 're'quire,d, provided the proposed work is executed in accordance with the' `refexenced materials. Care should betaken so that any fill or construction materials, .including debris;, do not enter the waterway to become a drift or pollution hazard. You ,are to contact appropriate state and local government officials to ensure that the subject work is" performed in compliance with their requirements. A copy of this letter ,is being provided to NYSDOS; NYSDEC•; and McCarthy Management, Inc, 46520 County Road 48, Southold, New York 11971_ n - 2 - If -any questions, should arise con ep his matter, ple'as'e contact the Melli-ssa Uffoha at 9-17- -8082•. Sincere' ,i Mi- .'h, Scaran�o,; P I-E-:" Deptx'ty Chief_;,--�egulato.xy Brahch. En.cl.osure. Scott A. Russell �urFa�r ST(0)J[Z�v1 WA\TJEJE, SUPERVISOR IM[A\NA\GJEMUENT z SOUTHOLD TOWN HALL-P.O-Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d kev 'e-ez t r,`�222�tt7S � �Se' J"," CHAPTER 236 - ST®RIVIWATER 1YIANAGEMENT , ;I I OALAX� (TO BE COMPLETED BY THE APPLICANT ).' iI I JUL 10 I DOS THIS PROJECT Ill",ULVE ANY OF THE OLL i (CHECK ALL THAT APPLY) I l 1 Yes No J � A. Clearing, grubbing, grading or stripping of land which affects re I ®dthan 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ff ._, pyamicz1 .._ ._ 1? ceel 1 tf' et velCical ride to h 100 feet of horizontal distance. ®ED. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. o D/E. Site preparation within the one-hundred-year floodplain as'depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwateranagement Control Plan was received by the Town and We proposal includes ; in-kind relacement of impervious surface �$D �)F• ®�b� '. ._ If you answered NO to all of the questions above, STOP! Complete the Applfc nt section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 23 does not appl o yoU project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control PIan and a completed Check List Form to the Building Department with your.130ding Permit Application. S.C.T.M. �. 1000 Dole- APPLICANT- otes APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) Dv tact i / I NAME .dpr�3 �ec1f'iaa�l B o S �_ CL.s ! Section Block __ _ Let ., ii (7a ,".•IY)rt ?I1iLI;l�tx 1JE=!';;K:'iIEN'r t:'1; 0]'N-Ly Contact Information. I ^ 9 ny Reviewed Property Addfess / Locatl n of Construct ton Work; -- fl�---; El aporoved fer proces:>r,s,-BuJullrng Permit Stora.water i�iatEs. er7trrr? Cc:ttro! a)rr. �o; c;i tfc�J. Pe('Cfa I C m 1 ... FV51orr crater i�`� r .,Kill C+;tIUI l f, �tPflftrEL'. trU`.Ycifd lsJ�it�?.E:^Cr'tis t�E'�"ii.: "1t'i:� SES:1�CVlYV. i APPLICANT. S.C.T.M.#. 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) p�,n QSUFFQIr r% r S Aj4, J 0 �S d;J �°� StormwaterManagement Control Plan CHECK LIST NA E ) `) -o /' Section Block LotW z S M C P -Plan Requirements. Provide ONE copy of the Building Permit Application pl—PM 6 Date. * The applicant must provide a Complete Explanation and/or Reason for not providing ��►�8�a.da6� '� i'4 5 0�,�. all Information that has been Required by the following Checklistl 1S,g Wr Tdepho Number 1. A ite Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Herel YES NO NA Yer.If you need additional room for explanations, Please Provide additional Pa show all of the following items. P P a. Location & Description of Property Boundaries 0� b. Total Site Acreage. 00 c. Existing- Natural & Man Made Features within 500 L F. O� IENUSIUN &SEDIMENT CONTROLS, of the Site Boundary as required by§236-17(C)(2) Shall include but not be limited to: d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water 00 A well maintained Construction Entrance e. Limits of Clearing & Area of Proposed Land Disturbance. 0 Wire Backed Silt Fencing, stabilization f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) 00 Seeding of exposed g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. �� DRAINArog I. Location of proposed Swimming Pool and discharge ring. V �� Contact EQUIRED j. Location of proposed Soil Stockpile Area(s). 000TOS Engineering at 65-1560 before k. Location of proposed Construction Entrance/Staging Area(s). 0 e nthat the do gineer's Certification 1. Location of proposed concrete washout area(s). 0 as een lnstalle M. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two V)inch O0 - fr rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval i Items requiring details shall include but not be limited to. i a. Erosion & Sediment Controls. HL 6r b. Construction Entrance &Site Access. 0� c. Inlet Drainage Structures (e g catch basins,tiench drains,etc) 00 - d. Leaching Structures (e S.infiltration basins,swales,etc) LLILA Icv D ****FOR ENGINE IN DEPA M T USE ONLY**** Additional Information is Required. Reviewed & ® Stormwater Management Control Plan is Not Complete. u Approved By: — — — — — — — — — — — — — — — — — — — — — — — VAd Stormwater Management Control Plan is Complete. Date: -16 - 1� MSMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 11/07/ 16 ,�11:22PM 6316488108 GROVE ELECTRIC PAGE 01101 's Hd An= I i SaM AWn JWA � r P.O.Box 1179 eGrit:H n fio ,1VY 119714959 LI u UNn�' NOV 1 0 2016 BUILDING DFPA,IttiWNT BUILDING DEPT. TM4 OF SOUTHOLD TOWN OF SOUTHOLD AfsPLICATION FOR ELECT AL 1NSffCTION REQUESTED BY: C, 12c o& .,(,: G G�"1�16. Date: �_ Company Name: G Name: - Ucense No.: C =-7 L, P A/ i�ix�ne No.: 1 . L1 JOBSITF INFORMATION: (*indicates required informatfon) 'Name: 'Address: Cross Street: *Phone No.: 2 Permit No.: c I Tax-Map District: • 1060 Section: Block: Lot: "BRIEF DESCRIPTION OF WORK(Please Print Clearly) LI- an _ ► H 7 �, P . 4� a 4Plesse Circle All That Apply) *is Job ready NO (Eug:h)In Final Do y+ou no a temp Certllicafe: ! NO lmLZZ&Y Temp Inforntatton Of needed) *Service SIM: 1 Pham 311hase 100 180 X00 3Q0 3W . 400 Other � C�2_ Sete etx' uri 6u Number of Mtn (;Prange o¢Service C?rretftead q(kc 0 Additional Information: PAYM9K DUE WITH APP TION vp au It, t; —AJn r l: 7 to (A/& M It 7 .r 1'7 Pf .(7 ti I 1B24ft S"for rnspect;fon Form 64/ IT(' S3 ��gU�fOLx�© Town Hall Annex �+�. �y Telephone(631-1802 54375 Main Road Fax(631)734-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: `��: �r� �QI�.� CV( Location of Property: lorA '" �c'c'� Please to a notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) ✓ Pre-engineered wood construction (PW) ✓ Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) a ✓ Floor and roof framing (FR) Signature: \V Name (person submittin this orm): Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONE - DESIGNATION OF CONSTRUCTION (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 4 1/211 STROKE — --- --- -------- �ESIGNAfitON'fOR-STRUCTURAL - - - - ---- -- -- --- COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDENTIFICATION SIGN COWJANCE IMTH 19 WCRR PART 12654�et CODES DIVISION E FLE TRUSS IDENTIFICATION SIGN DATE:03/08/2005 NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT tDEPkF2TASENT, AND ADMINISTRATION af%STATE. PA F E B - 6 2018 \ F`' �,° '� •' ..ALLSTATE INSURANCE COMPANY T OFSOU HOLD NEWELL - JACKSON AGENCY 166 HIGBIE LANE WEST ISLIP NY 11795 PHONE : ( 631 ) 669 - 5433 FAX : ( 631 ) 669 - 5609 FACSIMILE TRANSMITTAL SHEET TO FROM PAX NUBf?R DA•I'ri (1,631) 75-dA RI: TOTAL.NO OF PAGES INCLUDING COVER y!91 V ❑ URGENT• X 1�OR RLVILWq ❑ PLLASL:CONIN113M' ❑ PLE.ASP REPLY ❑ PLEASE RECYCLE NOTES/COMMENTS The information contained in this transmission is confidential and intended only for the individual or company named on this cover page.If you are not the intended recipient,please note that disclosure,copying,distributing or use of the contents of this transmission is strictly prohibited.If you receive this transmission in error,please notify us by telephone at the phone number listed on this cover page. G 4/3x/81 TOWN OF SOUTHOLD, NEW YORK DATE. .. ............. ACTION OF THE ZONING BOARD OF APPEALS Appeal No.2786• Application Dated February 2, 1981 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Wickham, Wickham &Bressler, P.C. Appellant Attorneys for Mr. and Mrs. Richard A. Schlumpf Main Road, Mattituck, NY 11952 at a meeting of the Zoning Board of Appeals on April 2, 1981 the appeal was considered and the action indicated below was taken on your C• ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance (X) Request for a variance to the Zoning Ordinance Art. III, Sec. 100-31 1. 4Kp�C�fZ4O3lNd€ tSAt2G4ff �96ard it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article ............... Section ................ Subsection ............... . paragraph of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because Public Hearing: March 12, 1981 7:45 P.M. Application of Richard A. and Janet Schlurrpf, 32 Curtis Path, East Northport, NY (Wickham, Wickham ando Bressler, P.C. as attorneys) for a Variance to the Zoning Ordinance, Art. III, Sec. 100-31 for approval of the reduction of the area and width of a parcel of land to provide additional access to a second parcel of land, located at the east side of Indian Neck Lane, Peconic, NY; bounded north by James, Mealy, Capoblanco, Shelly, Lueckoff; west by Indian Neck Lane; south by Peconic Bay Gardens; east by Richmond Creek. County Tax Map Item No. 1000-86-5- 7 & 8. (SEE REVERSE SIDE) 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because (SEE REVERSE SIDE) (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because (SEE REVERSE SIDE) (c) The variance (does) (does nct) observe the spirit of the Ordinance and (would) (would not) change the character of the district because (SEE REVERSE SIDE) and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector( ) be confirmed ( ) be reversed. ZONING BOARD OF APPEALS FORM ZB4 CG:lk By this Appeal, Appellants seek a variance to provide a 25-foot right-of-way along the southerly boundary of Parcel No. 1 as shown on survey dated November 30, 1980, which reduces the buildable lot area for Parcel 1 by 6,625 square feet, and which provides access for Parcel No. 2 (containing 59,500 square feet approximately not including the 30' by 200' right-of-way for this parcel off Spring Lane) . Parcel No. 1 with the reduction of lot area would contain a total square footage of 26,616 and lot width of approximately 100' (125.66' less the 25' right-of-way) . It is the feeling of the Board that the access off Spring Lane is more feasible; however, it is also the feeling of the Board that Parcel No. 1 should not be reduced in area. The Board finds that the relief requested is not substantial in relation to the Code requirements; that the relief requested is within the spirit of the zoning ordinance; that the variance if granted will not change the character of the neighborhood; that no adverse effect will be produced on available governmental facilities of any increased population; that the hardship and/or practical difficulty is unique; and that the interests of justice will be served by granting the relief requested as noted below. On motion by Mr. Grigonis, seconded by Mr. Sawicki, it was RESOLVED, that Richard A. and Janet Schlumpf, be granted a variance to the zoning ordinance, Art. III, Sec. 100-31, Appeal No. 2786, SUBJECT TO THE FOLLOWING CONDITIONS: (1) That the area for Parcel No. 1 fronting Indian Neck Lane shall not be reduced, and that the 6,625 square feet land area (taken from Parcel No. 1 for the right-of-way access for Parcel No. 2) shall be sectioned out of Parcel No. 2 to be included in the land area for Parcel No. 1. [Said section to be approximately 25' by 2651 .] (2) That there shall be no further subdivision of these properties. (3) That the access road shall be improved and unobstructed for a minimum width of 15 feet. (4) That the access road shall be improved in EITHER of the following two methods: (a) Surfaced with a minimum depth of four inches of packed three-quarter-inch stone blend so as to afford access for emergency vehicles. Such stone blend may be either applied to the ground surface and shaped, or the surface may be excavated to permit the application of packed blend to a depth of four inches; OR (b) Shall have topsoil removed to a depth of eight inches and then filled with eight inches of a good grade stone and sand bank run. The surface shall then be covered with a layer of two to four inches of three-quarter-inch stone blend, or in the alternative, oiled with a minimum of four-tenths of a gallon of road oil per square yard. (5) That no building permit and/or certificate of occupancy shall be issued for these properties until all of the conditions set forth herein have been complied with. (6) Where the terrain of the land over which such access road is traversed is such that drainage problems may occur, the applicant is required to construct such drainage facilities as may be recom- mended by the Town Engineer. (7) That this access road be approved by the Town Engineer as to meeting the above requirements, and that a copy of said approval be furnished to the Office of the Board of Appeals, AND IT WAS FURTHER RESOLVED, to rescind the previous decision SURVEY OE PROPERTY SITUATE s a o- PECONIC 0 0 2 TOWN OF SOUTHOLD o. , 00• SUFFOLK COUNTY, NEW YORK tiA\lam S.C. TAX No . 1000-86-05-8. 1 SCALE 1 "=40' MARCH 1 1 , 2013 �~x \ AREA = 57,222 sq. ft. a 1 .314 ac. o � N/OOBDDO CO \ N ErCA CAP. POBIAN ao N/O/E BRA" tJ0 gB 111E CA o P' G s R AMANDA \'o o MICxAELoP�e`c wPjER + egg 2�,0 � SEs s� UFFCILIC COUNTY DEPARTMENT OF HEALTH SERVICES uSEs ao 13.0 \\ � n \ , A+, L PERMIT FOF2 APPROVAL GF CONs•F!tuCT!olvl FOtt A 0 \ ooN° �-t [^� N/0/pOBIANC �o _N °� \ \ \ \ \ 5 Qr24 SINGLE FA�.i!LY fLi_$!�£1 CE .7(v LY CA ° \ \MON M°NF 035 \\6' pJ \ \ \ \ Q,53' SEf� �J 6 2013 UwARD°vJE\``�G wpSER ��� Fo�No oas °4 \'6' p DATE � PU8`'\G syn \ \ \Q..Q- �D \ \ \ \ \ \ \ \ NIGH W TFIL MD SK +, _ _ Fl �. .: hv0. G__1 J_`G__ G3 �S - ' \ 5 ,.z \ +'\E \ \ \ \ \ \ EouAL 12'45 E A r•nr. V 'oo++ O x \\\�� i \\ �+oo \ \\'rn. \ \ \ \ \ \ S 22• -/ 6g•2� NJ \ o \\ \ DEc�\ 6\ \ \ 2.5 000°cw o �1 \ 56_ \ NZo \ �0, F04i MIAX!F 'P,1 (7e SzoCKNOE FENCE FENCE on0 10.7 \ \ �' \005, \ \ \ \ o RE E?;PiftcS FfftvE YEARS FRO,1,1 DATE \\ \ 8.1 1'°` \ \ \ \ E \ 6„ C7 P APPROVAL n ft(;VA L 13.5 �' � `\ \ \ �,,'��<<,� \ � \�,'� \ \ \ \ '5 o N�FR \�� \ \oti \ \ \ \ 17.19 , 2 \\ _�t��1s \ 9 NN\�,' \sti �f\ \ \ 5 26.65 x12.3 \ `12 \SHOWER \ \ O'p1\`NZ \\ a°'!'\\ <J \ \\ \ \\ EST HOLEt(�/\\ \ PLOP�F p �o �C S S �Y > r\O \ \ \ \ F 0. O \ pJ \ \ _." O OP \\� A25, 1 WP'49 P \ \ ,`9,02 \X 10F 6 �Nk V\N FE" R�Fti`vo ° a 2°3G�T�?Fo o NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM %11 �s EXISTING ELEVATIONS ARE SHOWN THUS: 100 7A ��\ x11 \\" wj� \ oJERi^P^ �,,.•� f�A \o EXISTING CONTOURS ARE SHOWN THUS: ----1�--- �J PROPOSED CONTOURS ARE SHOWN THUS: 2. MINIMUM SEPTIC TANK CAPACITY FOR AN 8 BEDROOM HOUSE IS 2,000 GALLONS. 7R 1 TANK; 10' DIA. X 4' LIQUID DEPTH 6\ JND P6W 4 / \\ ADJACENT 3. MINIMUM LEACHING SYSTEM FOR AN 8 BEDROOM HOUSE IS 600 sq ft SIDEWALL AREA. �O9 6 a o HOUSE 2 POOLS; 12' DEEP, 8' dia. / I \ � (�d PROPOSED FUTURE 50% EXPANSION POOL FENCE,2 A N W / ERNEPD v1\RES PROPOSED 8' DIA. X 12' DEEP LEACHING POOL ON a a PROPOSED 2,000 GALLON SEPTIC TANK X150 \C\� \\ TEST HOLE DATA 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD R, (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 7, 2013) OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. CE \ / x WA EL. 11.5' 5. FLOOD ZONE INFORMATION TAKEN FROM: FEN EWP \ / F S- S 0' FLOOD INSURANCE RATE MAP No. 3610300162 H SIAS- BROWN SILTY SAND SMZONE RIA IGLE 2' ZONE X`.: AREASFLOOD 0.2%EANNUAL CHANCE NF DOD; AREAS OF 1% ANNUAL CHANCE FLOOD N MA "D \NG R - WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 15' / / O N?GERTR °�E\` G pjE 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. / & P\)g\-\ ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 0� \ X / NCE 1^ USES 6. ZONING USE DISTRICT: R-40 6(�.ZA \ w �/ v+opOFE n� PALE BROWN FINE TO MEDIUM SAND SP PREPARED IN ACCORDANCE WITH THE MINIMUM >. STANDARDS FOR TITLE SURVEYS AS ESTABLISHED o� F�GE\1v N / W 0 1/ apo / 2 FORBY SUCH USE BYNTHEPNEWVED YORKSTANA E TED LAND /� TITLE ASSOCIATION. n F° P\PE W // o.. EL. 1.1' e - 10.4' �Z� \ oNo N/per ogoX�� -oto E !r ;ptP 5 �// P a FINE T TO SP �\ 44oD \ F° \�J� PROPOSED SEPTIC SYSTEM DETAIL 'a �`*. '' ` 0 2�, (NOT TO SCALE) JED . y 1i x� '' ;J r HOUSE TOP BURIED 17' „+» la�. F.FL. 13.5'£ 4' DEEP max. \- FINISHED GRADE PiP94 ELEV' 12'7 FINISH GRADE FINISH GRADE +� , 013 r PRECAST REINFORCED CONCRETE COVER 24"dio. LOCKING, WATERTIGHT & INSECT PROOF ELEV. 12.0. ELEV. 12.0' 3 Cl' BURIED 1' DEEP min 2' DEEP Max. [� O CAST IRON COVER TO GRADE �.��� MIN. 4" dio. 20"min.�J iF MIN. 4" dia. a TOP EL. 10.9' MIN. 4" dia. < TOP EL. 10.6' 3 m loCES r`y'e ,S';'!f PA O D APPROVED PIPE 20"min. rV Y.S. Lic. No. 50467 }O 3,,0 PITCHED 1 4" 1' TOP ELEV. 11.7' APPROVED PIPE APPROVED PIPE /+ PITCHED 1/8'/1' n 6,. 8 PITCHED 1/8"/1' n 6' 8 Rr` I �,C 'r' '•'J N o ,�.U� a• -� IN T NL 3' CLEAN •�„-1!yy?�'C ,,zi .dd'+ O's4;R INV. EL 4" dia. SAND UNAUTHORIZED ALTERATION OR ADDITIO �rr'•11 j� - 3' CLEAN i1'a'' 10.9' INVERT a oo m- �z SAND CROSSOVER COLLAR TO THIS SURVEY IS A VIOLATION OF ELEV. 10.7 3 ELEVT102' i< <m a ° COLLAR �z PIPE SECTION 72LA OF THE NEW YORK STA Lathan Taft Corwin ��� 3 FLOW �� a a, �m °i- EDUCATION LAW'. 3 BAFFLE rll� A °~ a COPIES OF THIS SURVEY MAP NOT BEARING I� a DISTRIBUTION a THE LAND SURVEYOR'S INKED SEAL Land Surveyor POOL EMBOSSED SEAL SHALL NOT BE CONSIDERED 10 w u TO BE A VALID TRUE COPY. 8Tf0 3, GROUND WATER BOTTO� B GROUND WATER ELEV. 4_4' ELEV' 1_1 ELEV 4fELS'J. CERTIFICATIONS INDICATED HEREON SHALL RUN SEPTIC TANK (1) ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. DRAINAGE SYSTEM CALCULATIONS: 1. MINIMUM SEPTIC TANK CAPACITIES FOR AN 8 BEDROOM HOUSE IS 2,000 GALLONS. LEACHING POOLS (4) TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. 1 TANK, 10' DIA. X 4' LIQUID DEPTH LENDING INSTITUTION LISTED HEREON, AND ROOF AREA: 1,063 sq. ft. 1. MINIMUM LEACHING SYSTEM FOR AN 8 BEDROOM HOUSE IS 300 s ft SIDEWALL AREA. TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys - Subdivisions - Site Plans - Construction Layout 1,063 Sq. ft. X 0.17 = 181 Cu. ft. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 3 POOLS; 4' DEEP, 8' dia Q TUTiON. CERTIFICATIONS ARE NOT TRANSFERABLE. y y 181 cu. ft. / 42.2 = 4.3 Vertical ft. of 8' dia. leaching pool required 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) PHONE (631)727-2090 FOX (631)727-1727 PROVIDE (1) 8' dia. X 5' high STORM DRAIN POOLS i 4 ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. r3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL) i 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF 11/4") OFFICES LOCATED AT MAILING ADDRESS ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. THE EXISTENCE OF RIGHTS OF WAY PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED 5 AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. BOX 16 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 33-028 STOR. ANY W MANAGEMENT NOTES: SURVEY � T R�T E Y ®F PROPERTY R®PERT M 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION v �/ AA!!�i AA 11L TO BE USED WHERE TOPSOIL IS NECESSARY FOR MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING D� AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. SITUATE REGRADING h VEGETATING DISTURBED AREAS. NOTA AREA CHOSEN FOR STOCKPILING OPERATIONS 2A 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACOF TIVITIES, TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE SHALL BE DRY AND STABLE. G9 DO A CONTINUOUS LINE LL SILT SCREEN (MAXIMUM OPENING RI VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. N �D. UN U.S. SIEVE X2DI SHALL BE STAKED AT THE LIMIT OF CLEARING PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE 3. UPON COMPLETION OF SOIL STOCKPILING, EACH AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. PE T�t STABILIZATION MEASURE(S) SELECTED SHOULD BE PILE SHALL BE SURROUNDED WITH EITHER SILT \ THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED LL IIII-I I I!`/ APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, FENCING OR STRAW BALES, THEN STABILIZED WITH OFTEN AS NECESSARY T° ENSURE PROPER FUNCTION, UNTIL ALL AND REQUIRED PERIOD OF USE. VEGETATION OR COVERED. \ 0- DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 2 SLOPE OR LESS , O, TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE STABILIZE ENTIRE PILE �, �, N, �. 1 Z SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE TOWN O F S 0 U T H ® L D �^ SCREEN IS REMOVED. WITH VEGETATION OR COVER v S. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, y W O° � A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL SUFFOLK � W W BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT \ U F F® L K COUNTY, N F W Y °°, \ SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES of ,L. ,,. .,. .,• W W ORK SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS W W W W +• y `�' '�' 4 1 NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED S. C . TAX N o. 1000-86-05-8. 1 AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. SCALE 1 "=40 ' 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MARCH 1 1 , 2013 STRAW BALES OR SILT�'E W \ ON THE PROPOSED RESIDENCE. � 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. JUNE 6, 2013 LATH PROP. HOUSE CORNERS SOIL STOCKPILE A6c005 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TD PREVENT RUNOFF APRIL 2, 2015 REVISED PROPOSED HOUSE NOT TO SCALE FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. APRIL 27, 2015 RELOCATED PROPOSED HOUSE ( ) \ 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF JUNE 4, 2015 REVISE SEPTIC SYSTEM PER S.C.D.H.S. NOTICE 06/02/2015 \ FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, JULY 9, 2015 ADDED ADDITIONAL STORMWATER NOTES \ WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING AREA = 57,222 $q. ft. \ PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION APPIZpvAL OF STOrMWATER f IANAGEMENT 1 .314 ac. AND GROWTH. 50' MIN 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA Af,w �1 OR TO BE SUFFICIENT TO VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER CONTROL KAN - cod to 236 KEEP SEDIMENT ON SITE 1 THAN 1 SQUARE FOOT IN S W EROSION&SEDIN I'W?CONTROLS 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR Date: "1 SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF HAY BALES AND/OR OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTOA �� al include but not be limited to: a I SILT FENCING \ THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, : .J a \ OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR A maintained Construction Entrance, LLo CO CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. �F AN �: Wir cked Silt Fencing,stabilization& w N1 po DD CO E ALAN `Jo Ls� Seed' bf ex °z------------ rCA c E MpOBIAN N10I BR '��^^ posed and/or inactive soils, i -------Q�us- RF$ORDAEL O�NG tE LP °o. 1IAEL WELL\N �PSEFz AM .� o �e�\c�P R 9 \; SIC S�o og�\c ,� DRAtE iNSPECT10N5 ARE REQUIRED & A s P a �$5 \ 5 P ,�6� ,2g c^ Contact T�5 Engineering at 755-1560 beforc I vSE $ AL L �D Oo L� Backfill,O�Provide Engineer's Certification HAY BALES AND/ORCO SES G.M° , ' L SILT FENCING r �a, N°05. \ \ GO \ 1 X6.45 5 1 that the�lr�ge has been insta!!ed to Code ,;�./ s 00 \ F s rn \ \ S 0/F 13 P $ o \ \ 2 3 PLAN VIE W ARD/CAp�G \O�pOp�a\aAdeeP\ DA W o �3 O �\ \ \ \ \\ \\ \ O.,HK EDw F ��\C syn O�IY AFF PNa l� 4��0��''D; D n \\ \\ \\ \\ \\ \\ EouAWWER-AND' ,45 E \ 1 SES -13\ \ \ \a EXISTING GRADE ' O+, < P�ROp� NO 11. X ��1 + \ ID \\ \ \ \ �1 ROAD �, ` o ` \\\ °y ���o\ X69°Zak�O�\C\ \\ \ )56_6\ \- 2'57 HAY BALES ANO/OR Oj°2 tJ o \' a\ E�WP \ a \ '�" AL SILT FENCING \ w\ r Y CONSTRUCTION ENTRANCE BASE OF \v V �2-- 'O �`2• Ap T7pp\"U `\ N COMPACTED 3/4'STONE BLEND FEp\G6 O �' <<_'� .. ORFILL TOS18D MN.AABOVOEED R.C.AEXISTNG SS0GKp0C F�NG6 'oma .�\\ P�pp� P�OV s\p.� N\ - .� of 1'-/ \ \\ \\ \� •\ \ \ c� Y ' CROS SECTION GRADE TO ALLOW FOR DRAINAGE TEMPORARY CONSTRUCTION ENTRANCE 1z.5 a// �l P pp\ N a \ ao J�: /\C' -` q \ \, \'� \ \\ \\ 9556 E S / e 5 (NOT TO SCALE) 12 \ \ \°���c^\ \\\ S 17 96 s � \ " \ :: N \ O 1 /TYPICAL STORMWATER UNIT °- \ 9 s �Sy \��� 26 5 HAY BALES 2•,x2" STAKES �O°Py�40 /'��G��` \\\ a . e'' Z\ \ r00 (TOPS TO BE TRAFFIC BEARING) �\ ° \ \ O \ '� \,.--n- (TWO EACH BALE) `J c^•A.�00 <7D \<�iV.\ �-3 \ e a �F .\ O,sJ' s . m\ -�\ \ ,JI. (NOT TO SCALE) FLOW iL`I I c� CAST IRON INLET FRAME&COVER(FLOCKHART#63518 TYPE 6840) PO�� \�C, %(,;% ST HOLE `� �p¢� *\ \ "` OR 6'THICK REINFORCED CONC.COVER GRADE q`9� \ ' 1 \ 5 �^.uA6 \ ` W \ �' FSG FINISHED GRADE - - - - COMPACTED O P(^ \(� \ - \ 3 \ \pP $ r'Jo3 `� oETIs SER 1'-D- BACKFILL -� DRAINAGE D� ll \� oy y J / n PE L \3 EP' \ \\ \ pNE� \ w SMPF'q�p,QO B"TRAFFIC BEN2ING SLAB (max.) $ \ y// 1 \\[ppf \ < INLETO.C���OOA �/-: \ S F5C 50.ft I \\ po N \\\ 2S PIPE FROM ROOF GUTTERS D,13- 13. \(� iC��\ e �• \ 6 �J AQ�O O' WO lh \\s\A�CO e}C� O � CRUSHED 3/4"-1-1/2'STONE BALES TO BE SET �'!!ii'' \ \ 1 i \ \•yS \� + 'S' Tj0 ALL AROUND IN 4" TRENCH I \ ' a \ C�AOGZS 13.0 ELEVATION <,-- _ •l1�e' \, U. /�. K r� LgO•LI�OS LEACHING RINGS Arr c L ��' \ REINFORCED PRECAST CONIC. HAYBALE BARRIER C ILAIrETS n( N V O0 \ \ �.' N `\ 0 P\N 1 C 3._0. 4000 PSI o zB DAYS 3.-D. 9•-' <� .�y'0 \\ ��,\ QO \ 01'So0 (NOT TO SCALE) Gy�3O \ a1 �\1�'� v '\ N \ 00 ?013�iyF0 p \ •° I. . (a l �� \ NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 19')8 DATUM V Z s ` Citi \ "eEXISTING\ PO �, �� IP 'F' b EXISTING CONTOLRSSAREESHOWNNT'UIS:-- 10---- GROUND WATER +n `9 � � \ � / .�'_ \1?2 F \� PROPOSED CONTOURS ARE `,HOWN THUS: o J \ 32 JE�i,.^ P O Z ��cs \ X \ �t `E - �� \ ° 2. MINIMUM SEPTIC TANK CAPt TTY FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; 8' DIA. X 5' LI(`•JID DEPTH �• ��,''� ;' / �, R°� 3. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. /4� sEj 13.4 ADJACENT 4 POOLS; 4' DEEP, 8' dia. \ RE a/ i \ HOUSE O9 66 \GONG•MON - �sp� \\ N ( PROPOSED FUTURE 50Y EXPANSION POOL FENp� \ w L PROPOSED 8' DIA. X 12' DEEP LEACHING POOL 4N � � �.fl\RES f0NGE\2 5 �pP ONCRNCPO PROPOSED 1,500 GALLON SEPTIC TANK iS- FENG Si pyEQZ' \ TEST HOLE DATA 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 5.o P�pP -�t\J� \\(TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 7, 2o1s) OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. � / \, 5. FLOOD ZONE INFORMATION TAKEN FROM: EL. 11.5 FLOOD INSURANCE RATE MAP No. 36103CO162 H D ZONE AE: BASE FLOOD ELEVATIONS DETERMINED i BROWN SILTY SAND SM f�NGE \ WPH i ZONE X°: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD s/wAXs�R 2' WITH SOUAREAVERAGE MILE;DEPTH AND AOREASLESS PROTECTEDFOOT LEVEESWITH FROMAILESS THAN 1%ANNUALSCHANCE FLOOD. P t w SacY W°o0 S\PKE \ 0\R / \\ N/O/ES�IA LESIA ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. s� w IGI' IG DRAINAGE SYSTEM CALCULATIONS: 6. ZONING USE DISTRICT: R-40 �\ r ARIA DE F. G HOUSE ROOF AREA: 3,359 sq. ft. �+ \ 16.8 i A T 1.) E\-\N P"(ER PALE BROWN FINE TO MEDIUM SAND SP q, \ X- GE N R R \ W 3,359 s it. X 0.17 = 571 Vertical ft. +Q� EEN yn DON GE e\\G 571 cu. ft. / 42.2 = 13.5 vertical ft. of 8' dia. leaching pool required i PREPARED IN ACCORDANCE WITH THE MINIMUM Z� w W°0'3 `� S Pv PROVIDE 3 8' dia. X 5' high STORM DRAIN POOLS STANDARDS FOR TITLE SURVEYS AS ESTABLISHED / uSE ( ) 9 '-� BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 36"HIGH POLE(MAX.) G �� N N. /.o w \tt / s PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: (_ FOR SUCH USE BY THE NEW YORK STATE LAND STEEL OR WOOD POST �p G\A \Rf-S J�P'pLE. Go \� /s TITLE ASSOCIATION.PLOW X \\�� Foy '',/ ss{ w / t. R��o2��� EL. 1.1' • 10.4' NEW DRIVEWAY AREA: E it. X 0.1 sq. f681.7 cu. fi. d, 4,010 / Y.\y WATER IN PALE BROWN 661'7 CUi ;t' / 42.2 = 16.9 vertical ft. of 8' dia. leaching pool required ,I�t,��•^ (},� g°y-/ V'(O�� e° FINE TO MEDIUM SAND SP PROVIDE \3/ 8' dia. X 6' high STORM DRAIN POOLS �1 C` �� t+_ tr LPA \ To ,� P PROPOSED SEPTIC SYSTEM DETAIL PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: ��-a, w •, !` 1 p 4 /\ \ XXX' 1\ N (NOT TO SCALE) EXISTING DRIVEWAY AREA: 3,500 sq. ft. 4"X 6"TRENCH y�N^G E Z�r 17' 3,500 sq. ft. X 0.17 = 595.0 Cu. ft. W/COMPAC EDG �� S r° HOUSE TOP BURIED 595.0 cu. it. / 42.2 = 15.0 vertical ft. of 8' dia. leaching pool required 2X, - PROVIDE (3) 8' dia. X 5' high STORM DRAIN POOLS ,-; _•Y v �� F.FL. 13.5, 4' DEEP max. FINISHED GRADE - T FN R D TAL \�cA Pi, / ELEV. 12.0'0' 3 FINISH GRADE � FINISH GRADE PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: i a �-p PRECAST REINFORCED CONCRETE COVER ELEV 12.0' NOT TO SCALE � 24"dia. LOCKING, WATERTIGHT & INSECT PROOF ELEV. 12.0. ��., .� �• \--�-� CAST IRON COVER TO GRADE ��p C., 54". ic. No. 50467 ( ) BURIED 1' DEEP min. 2' DEEP max- 3 _-` `E EV. 12.T 3 MIN. 4" dia. TOP EL. 9.D' MIN. 4" dia MIN. 4" dia. TOP EL. 9.3' o `20"min. APPROVED PIPE 20"min-.1 l l 20"min. EL. APPROVED PIPE APPROVED PIPE B" g PITCHED 1/4"/1' TOP ELEV. 10.1• 6" g PITCHED 1/8"/1' p; PITCHED 1/8"/7' 3' CLEAN ' -'� �- IN IN 4" dia. SAND UNAUTHORIZED ALTERATION OR ADDITION / 50' _ _ e 3' CLEAN e CROSSOVER COLLAR TO THIS SURVEY IS A VIOLATION OF ■ STEEL OR WOOD L INV. EL. mz SAND 9.9' MAIN HOUSE INVERT u, ��'- 04 INVERT I� �m ea e COLLAR m2 PIPE ° SECTION 72D9 OF THE NEW YORK STATE Nathan Taft Corwin III POST(TYPJ ELEV.B 9' ELEV.2 4' > EXTRA STRENGTH FILTER FABRIC 9.9' POOL HOUSE •0= m m< > EDUCATION LAW. REO'D.WITHOUT WIRE MESH SUPPORT 3 FLOW -' 3 BAFFLE m-' I= < N COPIES OF THIS SURVEY MAP NOT BEARING 10'MAX.D.C.SPACING Q 4i W/WIRE SUPPORT FENCE DISTRIBUTION d THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor 6'MAX.G.C.SPACING POOL EMBOSSED SEAL SHALL NOT BE CONSIDERED W/O WIRE SUPPORT FENCE I.! TO BE A VALID TRUE COPY. • - �j �8' --1 3 GROUND WATER I BOTTOM 3. GROUND WATER BOTTOM - ELEV ].,.L' ELEV _4. - ELEV. 1,1' CERTIFICATIONS INDICATED HEREON SHALL RUN • FTATI ELEV. 44 6' ��=..•''�� ONLY TO THE PERSON FOR WHOM THE SURVEY SEPTIC TANK (1) IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. ATTACH FILTER FABRIC SECURELY TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegn° L.S. TO UPSTREAM SIDE IC POST LEACHING POOLS (4) 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. LENDING INSTITUTION LISTED HEREON, AND t TANK; 8' DIA. X 5' LIQUID DEPTH TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys - Subdivisions - Site Plans - Construction Layout SILT FENCE DETAILS 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 1. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 4 POOLS; 4' DEEP, 8' diG. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Nm ro scuc 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", ATOP THICKNESS OF 6' AND A BOTTOM THICKNESS OF 4". y LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) PHONE (631)727-2090 Fax (631)727-1727 ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCIIJG TO RESIST AN APPLIED FORCE OF 300 ps/. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 4 ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL) OFFICES LOCATED A7 MAILING ADDRESS MAXIMIZE PONDING EFFICIENCY.INSPECT AND REPAIR SILT FENCE AFTER 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. THE EXISTENCE OF RIGHTS OF WAY EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 1586 Main Road P.O. Box 16 SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. AND/OR EASEMENTS OF RECORD, IF DFD-METE TRANSPORT. 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. ANY, NOT SHOWN ARE NOT GUARANTEED. Jomesport, New York 11947 Jamesport, New York 11 4 35-068 Z,4� SURVEY OF PROPERTY N 8 3p Op SITUATE \, '$ PECONIC TOWN OF SOUTHOLD s0 SUFFOLK COUNTY NEW YORK K \� S.C. TAX No. 1000-86-05-8.1 SCALE 1"=40' MARCH 11, 2013 \ JUNE 6, 2013 LATH PROP. HOUSE CORNERS APRIL 2, 2015 REVISED PROPOSED HOUSE APRIL 27, 2015 RELOCATED PROPOSED HOUSE 86509 C) \ JUNE 4, 2015 REVISE SEPTIC SYSTEM PER S.C.D.H.S. NOTICE 06/02/2015 JULY 9, 2015 ADDED ADDITIONAL STORMWATER NOTES MARCH 18, 2016 FOUNDATION LOCATION x \ 0 U \ AREA = 57,222 sq. ft. 1.314 ac. LAS CERTIFIED T0: 1625 INDIAN NECK HOLDING Corp. \ 1n MARGARET HALLDEN N/O/pOB�'N�O+ � LA NORTHWOODS ABSTRACT Ltd. C� CA MUD ,NCO r'• FIDELITY NATIONAL TITLE INSURANCE COMPANY REBEC INE E CApOE \� �� /0/!� ao `rte ANDA �pVB cGw��R 3g, $. MIC L° Sic wad •cry s 055 ,,0 1a5• \ ,r.e '00. �p0 '�° X61 Zg ,, POBIANCO \ F°03°o5W \\\ (/ \ ' ` i '14+ E AItD ul C v�N� .�R '° Xw•M�' \a'o. °� \ \ \ S 06.45 3 EDW aw6 wa o CP \ \ \ \ 20.5 ES PUB , -''•� \rn.o, 10 C \ \ \ \ �'''� AL ` ` Q ,;\G \ \ '� \ \ IGH WATER MASK +, 6g•Z�'00 \\\ \\ Z ,Op \ \\ \ �� \\ \\ \\ E S 2+45 N 1-2- � \� o� � 6g• DEC \ \ 22.57' . d AL Ilk 17 9 X0. Sp �6 x \\ ' \ N \\ o� �5 X1 AL \\ \\ \ k�' ". AL 6 13'0' HOLE\ Q �`� \\ /moi \ \ !^yo Q:13— ———_ ``co Y' \ u o \ GMS �, PUMP \ 3LQ t J � 1i 9 _ �� )' \ w \ w z \ '1 Pva. •.roe"° '"' \\ `9 �2 ° \ �'/ \ \ 7. \ i V� �0" \ \SAS\c� Qi �,� S� IN, •% 9„ CMM�+�', 03 TES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM t•�N `� \ :%---,` - '\° EXISTING ELEVATIONS ARE SHOWN THUS: = i+ EXISTING CONTOURS ARE SHOWN THUS: — r'. \o PROPOSED CONTOURS ARE SHOWN THUS: of2. MINIMUM SEPTIC TANK CAPACITY FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. A� �� :%' 1 TANK; 8' DIA. X 5 LIQUID DEPTH 6 \ 13.4 �. ( ..� \ 3. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. �Og 6 "G• •. \ A JAC� 4 POOLS; 4 DEEP, 8 dia. PROPOSED FUTURE 50:1 EXPANSION POOL 11ANE1� \\ •� i v11 PROPOSED 8' DIA. X 12' DEEP LEACHING POOL TSS .k.• �� \ \ \\ PROPOSED 1,500 GALLON SEPTIC TANK ' \ k TEST HOLE DATA 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD J6 ,. —� \(TEST HOLE DUG BY AicDONNn GEOSCIENC ON MARCH 7, 2013 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. \ �.•� A EL. 11.5' °. 5. FLOOD ZONE INFORMATION TAKEN FROM: \ N� BROWN SILTY SAND SM FLOOD INSURANCE RATE MAP No. 3610300162 H Sloe ZONE ED ZONE X*0: AREAS OF 0.2%E.- BASE FLOOD ELEVATIONS IN UAL CHANCE FLOOD; AREAS OF 1x ANNUAL CHANCE FLOOD N�GLESIA�ESUS ;;•;•• WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN �� IEE 1 �', 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1X ANNUAL CHANCE FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOODPLAIN. 6g• xo DONAGERTgU 0`N�etc wP�R PALE BROWN FINE TO MEDIUM SAND SP 6. ZONING USE DISTRICT: R-40 PREPARED CE WITH THE MINIMUM STANDARDSIRF CCORTITLE AN AS ESTABLISHED Sig BY THE LIALS. AND APPROVED AND ADOPTED �� x \ f°pE° \ `� a a 1 1' ' ``- FOR SUCH USE BY TH,�,,,NEW YORK STATE LAND o. 10.4' TITLE ASSOCIATION.`" *• x \ f0 • �a WATER IN PALE BROWN 5 CCdr A� `. FINE TO MEDIUM SAND SP �FT r0 O„00 / V.Y.!f' Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Nathan Taft Corwin III A COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land S u r v e y o r EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAKING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 10 -o - SURVEY OF PROPERTY SITUATE spa PECONIC �A 63°° s TOWN OF SOUTHOLD 000. SUFFOLK COUNTY, NEW YORK ti $• S.C. TAX No. 1000-86-05-8. 1 �$ \\ SCALE 1 "=40' g, \ MARCH 1 1 , 2013 JUNE 6, 2013 LATH PROP. HOUSE CORNERS APRIL 2, 2015 REVISED PROPOSED HOUSE APRIL 27, 2015 RELOCATED PROPOSED HOUSE ` JUNE 4, 2JULYREVISE 2015SEPTIC DEDYADDITIONAL ST RMWATERNOTICE /02/2015 NOTES \ MARCH 18, 2016 FOUNDATION LOCATION AUGUST 22, 2016 WATER DEPTHS w \ JANUARY 8, 2018 FINAL SURVEY "65p5 o_ \ �\ EXISTING Doc AREA = 57,222 sq. ft. xa 1 .314 ac. o � , F NCo, p N/Cm)OMtjDDANCO 0/F RAUN S BECCAE E• ApOB \ ''o N/ B �' / �� RE NANDA W Cr�ICKAELo Jg��G�P��R o% . No FENGE USES p 61 ,2g � �°' o Go 0 g w 1 } o. gyp• \� �. �t O 05 Y7 � SE'( C MON. O/F IAN�O Nf F p35'°' 61�• G0N RD/CApO$ R oNc.oaW•M0N O. 06'45'14" e EDwA °gE` Y�P�� F°UNo OAS 00 �'0� 20 5 A, o LIG y 05E5 � Ak QQ SRA 2 " E pno 45 9 SPV o 6 E ° OWER RAN56.6` _ 2x.57 AL CSH"& �i � N �OGKADE�NGE ENGE 025 o � SPVCONCNPA ON qotATO BASEMEN pOy t^ & \11211)")k F C 50 A� ^- W DECK D .- NO D 0$ 000Cp DRON D 17'156" 9' GRAZE a 26.65 Z PZ-`o pCPC "' N a K +I. ��P$o va gELG1PN B RONa w �O 9.5� S • Po s� GUP.B ° OWOOD O' STOi. NE %�SNE fn 0 5(EP PVM V00 00 O N ycy f O/Ro e��F v WAIX 37�` WO 1,�RCH @}FN!y F,p OF e 661 1 I °tisGos� � "'p'6 Apo,_ • • 3 \\ N UNK fEN° ory%_ i 0� / eve .a �0 G • • E�0` 3 GENERP�� 08/�?�isW 2 9 P9 i m ° vJ oCON\N\ t� FOR �O G G2 �� y� / P GWNC R uN oo yn __+_•: -. pV 001 1P.MDEPARTaI._611T 7 ELTH Z.G.1c1 Yl�s.ry f �� o m� RH D; s,- °; APPROVAL OF CC�t`_'TRUC.i d331�,�i:`( FOR ° �^ o '"SNCE A►1� i v� '6\ �,^'` E A SilddvLE Fr1fi..t Y f.E. �.. ° E �+ a+ NGS` v JjOwi ^! ✓`' ROW ods. 0) G+ F,S� \• W a��C w ADJACENT 1 ' Q9. V OONG M°N• gEEG\�g PP.°+v / i'. �J HOUSE t 3 6 G° R . w P E R 3 0 2018 H.S. f:�s:. znd vta%F flune, `^C+iti''�$Si 1Sk-a A �:'�•.';; S;?_ . r:�l •r,a+r13 c!lt`.'!Of C?:t°i by L'",f3[?'fTF?trylj�tit RT . C'�3C:f;.;•�.;� .rr"".�1C�. P,-:l .;; R r �. T T'�L nX'Q1 ft(!� f y u'" a�•�,i:i. N ; G r .CT.'- ` ........_ FENCE � / ON / 4.i�r J D ���I•-...a—`� .. .. _ 0, \ " SEPTIC SYSTEM TIE MEASUREMENTS �U a •° °aw ' P°� HOUSE HOUSEnoof v r� 'u.t f CORNER QA CORNER[A] � NGF o' �N a FENc�. oGY�ifE ORAS G°\ w Ut RNC r S�wAxSER OUTLSEPTET T T OVER 31' 24' /�' SP / FIB S•�c E G� ; ° N/0 E$IA ES1A DISTRIBUTION g�OG\` �� RIA TELE ICL POOL COVER 46' 33' PREPARED IN ACCORDANCE WITH THE MINIMUM jpk (JD 1NG R LEACHING POOL STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nr1A Eg,TR' p`NE1"1- Wp'(E COVER 1 62' S8' BY THE L.I.A.L.S. AND APPROVED AND ADOPTED t� o� 69.2A ag�LG\PN i'' WpDID c^ DO & G 0000 LEACHING POOL , FOR SUCH USE BY THE NEW YORK STATE LAND G� L N D�SE'a. ° �, .�Ir i� u5E5 COVER 2 61' 48 D � "7 f�^� TITLE ASSOCIATION. r f`^� ;� ENCE\ °. a ' . < MiES.� QpLE chy COVER 3 LEACHING POOL 45' 21' + ' •� '.Q APR 201$ ` ��gELCVRg PSR FpuNO MON• +QQ Vv Fi^�...i ............ �... �:L• � f 6g' TOWN OFSOUTHOLD r .,1V.Y.S. Lic. No. 50467 0\ 0 .O O / . UNAUTHORIZED ALTERATION VIOLATION ADDITIONTO OJT•' SEECTIiIS SURVEY ON 7209 OFSTHEN WYORK STATE EDUCATION LAW. Nathan Taft Corwin III �Z COPIES OF THIS SURVEY MAP NOT BEARING NOTES: THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM TO BE A VALID TRUE COPY. EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOURS ARE SHOWN THUS: CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 2. FLOOD ZONE INFORMATION TAKEN FROM: IS PREPARED, AND ON HIS BEHALF TO THE FLOOD INSURANCE RATE MAP No. 36103CO162 H TITLE COMPANY, GOVERNMENTAL AGENCY AND Successor To: Stanley J. Isaksen, L.S. L.S.ZONE AE: BASE FLOOD ELEVATIONS DETERMINED LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno . ZONE X•: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys — Subdivisions — Site Plans — Construction La out WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. y y 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. PHONE (631)727-2090 FOX (631)727-1727 ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 3. ZONING USE DISTRICT: R-40 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 35-068E SURVEY OF PROPERTY � D ���iJ �l � SITUATE �p0 L� �f D PECONIC 63°3 U% TOWN OF SOUTHOLD III - 7 2018 SUFFOLK COUNTY, NEW YORK $. y $• _ S.C. TAX No. 1000-86-05-8. 1 1� 1•tr'1'. SCALE 1 "-40' TO FS OU MOLD o, \ MARCH 1 1 , 2013 f JUNE 6, 2013 LATH PROP. HOUSE CORNERS ` APRIL 2, 2015 REVISED PROPOSED HOUSE APRIL 27, 2015 RELOCATED PROPOSED HOUSE JUNE 4, 2015 REVISE SEPTIC SYSTEM PER S.C.D.H.S. NOTICE 06/02/2015 \ JULY 9, 2015 ADDED ADDITIONAL STORMWATER NOTES \ MARCH 18, 2016 FOUNDATION LOCATION AUGUST 22, 2016 WATER DEPTHS \ JANUARY 8, 2018 FINAL SURVEY 165 p5 C). \ MARCH 28, 2018 ADD NOTES FOR DECK & OUTSIDE SHOWER EXISTING DOC AREA = 57,222 sq. ff. a 1 .314 ac. o ` 9� R� A�OIEFpB1pA0NDC \\ a0 RCAp �IQD14CO /F UN RE$EAA 14p011, C1AL o ,1 SE & SES Pv ao 8�J• ` CE USES 161 2g V o 1 FEys. tP ' } Ak •oo. 3p�p ON ��W• o r r' 1400 FO�.SS•O5W �• Sc NG ,F N 14ICAp081A1v o C MOW MpN.O (P C) 14„ E a 06 45' EDw1RD ow���\NG`�P��R � F°�N0 °�" ° rn,D, ``Zo•53 AL e\ V5E5 P� ,, y"� NCE ; ,OQ ` FE\Na S �0 EHp lER E S EOS RK g• 0o SpUt RP\` ?0 69•Z� "a.' N Ak Woop DEG 5s_6'_—— 22 575„ E Nr0s ALZZ •. CKPpE FENCE NCE 0 25 �r Z SPLCONC 14115 ON j�NBASEMENS / meati '� pA0 r C E F• a 0)W' 504 w DEC / 0 Z Z °p0 17"19'56 no'o. GRAZE <. pN / to J �y.EO 26.65 CDS Z9�f N GN X , y�o yjBLOCK .w N- 9.5, w V3 P O e. E\.GIPN RCN. to 0 Ao�,� g G0. ORe .a 'Q QQ� P'tER� 1851 ME`9 h� 5 EP PUMP 0 N N• F Fq p9R0 O� /�S'1Wp1x "� � F°ANN•0 )j tiicy � ��F ,I0 ROOFRN e}�9C �qOA- -7.6 WOOO PRG , G"IMN �a FENcES 66�.�1� ca"so Z°qm � / UZ\ON ' NG GN 9 H p\S1R\0 Pp0>�• • a UNK FEoN¢P} 'k�N o8'4s aO. o / Q • ING NC.PAO2i2(i,1, oo� /// 0� ` v J�0 CN\NO\ • p0�#3 FOR GONERATOR O�sFq�O -O G t�"�'•� yF // .� P°0� NTNG uNE o �y o- 9 /// �,�4. �° P00 / •a Sk oa o0 m ? , W NCE t\�(\'1 W /�;^ ✓''R°W FF •S, v j �- 1� 6 , RESoN 5 gE0 ON W I ADJACENT T 6 �Og. V CONG•M ' BEG�g PpR 'v W / •/ �Qo�/ v ° W / FENCE a . v. �RAto"' W /. /OVEF'N SP`'� RN`-FENCE v ^ •' .' '.. 'W '�/ /.. a / -Ti SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE CORNER A CORNER B �,,�p ❑ ❑ p`r E FE oRP.I �a t6 sP`i\/Nc/ wA}(LER OUTLSEPTET T COVER C TANK 31' 24' UR °N 00/ESIA LESIA S DISTRIBUTION F1EGG\ B a uRg / / �IARI UDELE oG LEACHINGPOOL ER POOL 46' 33' PREPARED STANDARDS FOR C TITLE NCE SURVWITH THE EYS AS ESTABLISHED `g, , aB�ocK /.•/ NCE A TR E1>1N PEER 62' 58' y a G\� E � 1114 ER ��N W COVER 1 BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 0 09 `` 6g ZA O G j/" ° 0E�/ / NopO F ��� Dp & G USES P�g\1G COVERIN2G POOL 61' 48' TIITLESASSOCIATIONUCH USE Y THE NEW YORK STAGE LAND E k �cN LEACHING POOL � PCp. �' ���ya o ENC v av Nip N\i p0\F �yn COVER 3 45 21' G cpm C �� :r 'S IF/1 N� OCK IF G �Q N. S. Lic. No. 50467 Q,. UNAUTHORIZED ALTERATION OR ADDITION �p O / TO THIS SURVEY IS A VIOLATION OF O; SECTION 7209 OF THE NEW YORK STATE LA EDUCATION LAW. Nathan -Taft Corwin iii �L COPIES OF THIS SURVEY MAP NOT BEARING NOTES: THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM TO BE A VALID TRUE COPY. EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOURS ARE SHOWN THUS: CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 2. FLOOD ZONE INFORMATION TAKEN FROM: IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. FLOOD INSURANCE RATE MAP No. 3610300162 H TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. ZONE AE: BASE FLOOD ELEVATIONS DETERMINED LENDING INSTITUTION LISTED HEREON, AND ZONE X': AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD TO THE ASSIGNEES OF THE LENDING INSTI— WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys — Subdivisions — Site Plans — Construction Layout 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. PHONE (631)727-2090 FOX (631)727-1727 ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 3. ZONING USE DISTRICT: R-40 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 35-06V REScheck Software Version 4.6.1 Compliance Certificate So ARoti/T Project Indian Neck Holding, LLC QJ 9Q 4 Energy Code: 2010 New York Energy Conservation Q o �`n�1 Location: Suffolk County, New York 70 JiL s� Construction Type: Single-family Project Type: New Construction s�q Conditioned Floor Area: 3,587 ft2 02 9 q 6toyOQTE f� Glazing Area 12% OF N Climate Zone: 4 Permit Date: Permit Number: job #15-033 Construction Site: Owner/Agent: Designer/Contractor: 1625 Indian Neck Road Jackson-Guerrera Emmanuel T Addy Southold, NY 11950 Indian Neck Holding, LLC Tehn Design Group Architects, LLC 166 Higbie Lane 125 East Sunrise Highway West Islip, NY 11795 Lindenhurst, NY 11757 516-901-6152 631-242-3184 'O O" lo: O' ,ro ,�•„�V;yy: * �i:'•5r. _ "'�. `�a;*'xi:.Ss': Yx ”✓,.'y.,,. ... -xA. Compliance. 19.9%Better Than Code Maximum UA: 548 Your UA. 439 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Assembly Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,967 38.0 0.0 0.030 59 Wall 1:Wood Frame, 16" D.C. 3,308 19.0 0.0 0.060 173 Window 1:Wood Frame:Double Pane with Low-E 290 0.320 93 Door 1:Solid 42 0.400 17 Door 2: Glass 101 0.320 32 Floor 1:All-Wood Joist/Truss•Over Unconditioned Space 1,967 30.0 0.0 0.033 65 Comphance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed buildi g has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6. and to comply with the mandatory requirements listed in the RESchck Inspection Checkl' t. Name-Title Slgnatur Date Project Title: Indian Neck Holding, LLC Report date: 05/13/15 Data filename: M:�ACKSON-GLIERRERA-15-033\rich g.rck Page 1 of 1 1 i DDGENERAC FEB - 62018 GUARDIAII RIES 1 AUT0MAT,,1Q§ 15RATOR 8=22kW „ul li" �y"*���'�:p� i�i�9� � ,i'�MiV l��ll�l✓�A �r,'r,ll,`"',i^i,��'�I��il�"'Iti�lv r..>k,r`'S"�"d�tl�dh� N � I,Py.. �4I SIIµJII'plrr,`",�~y�•-`�"Il Vy tlPAI����,i,��p9gr f� 'hi p''�I�'IirF�i, 77, yR i,s' �'r°��" - „Jt11,�^I,^'" ��"1,6nY��`[t-�""R":r•, ,uA' - rr;��� ,��.'a�"rrdl�r'�,-,f•, " sa, =: •`r'1 ��P�hsi�'!', „'1,:x,-dr"u„ ,..��..§f;,,ak4. .J�-``9'+'�a"a ,p�ra�,�,fls'ga�,�ir �I'�ii�', "I�I�ur�oiPw { M� „t fii�r'6YIIl�I ':t, ,vPi'�`t :"i!"�i�� o,�,� �:,"1n- ,I`;�xap., y.,oi,' '•ay ,;"{��r�i`S§kaz�,9rayl��5,��! ,r�'I. ,�:� II'+�'Gr„� .'3,r�� e,t'9,I,ri'{""l;:`k,i9"';✓'��:;=r,�,'ys;�s•t w.°�ft'i. p-� �>�'}'Swr,,,".�, ,���" '��uhu+i,�Y,l�y' '�l�I�r�,4,,r9;"o ,,°".'���,s,�'�,'� .I ��,tl,r'I I".4. ,1" y,,,�i1;�°: •dry,„I„�;��."Yi��':;-�. -=_a.s,;�t,.V,' �;,k .���.�s9:1'.t.«:. ..,�' "�,�a, ,,,t,o - ,�,II,^,I, ��+.R��,�,�f',�H� r��,rl :;!l:, - vC - �r%"`-��_t��%� •f t,. 9cS;:.�_-_}i'�e,;_;n'tir;*,is.,•�+t`s�'t��}= ��r":7'r.;,�"1.ee:_ ��u,r °:��Y=; .'>•_, ,r i '• - - '�^ ��-':S.f:C'1`: - `__'- _ � `,FX:^.: €'-;` ,N .1"yn..f,t%i,n'_.•�P.'s�fir �,4 K1, - _-- �n ff�i_-- _ 4'� ,y'-'•T" ”°.•tt; '+'rr_•°,aY=;-x < +rA -,i.-;,,;;.J. ,F,.a,.,�.a"'.,'_�' �` - r• �" _1 ><';4- '• - `it%;�`x” x,,+ �`�"r,"r"" +�;f•p,�+�,..{�,y,p,d inn'+,rn ,'"ywd_pd'{N „lm,w ni;u. •"t". 'U V - ,,.L r I�ih, 1 "d'1i� I,.'9 VVI�II"Y 'li"III�. t•'I','°' r I, ¢p snlr '�.t, '*'4.I "yt!},'s"l�"}ISI, �•,r I�rt� -a-a�l ' I+� I?A�,'Ir'a pt,� 'i p,4'd' ��,o,lAl l��li;!���''r'r`7r✓dI�I,�I�Y�w.�;� ,'V"�"'� ''tl'4�;� 'r'"'_ '`�* ,°t`',y f;�rl•rl �.'Is�"���'I,, �4','�II"I'1'� aa°'����r�i�„,t.,' t71�i'h�ll,¢��:al,;,y„uV I�I��yIIJ "�'�II'y ! >'; _.fi+,.r+y�y`�:',. : ,"� pi` '' .- `_`'u T_ '•a. �_;�' t `. x xr^9'.t3« � _ - �•!t'g3.'' __ I, `f�„ '.»,n;,r C'I t^I'�i'�"''�r',{":"t�Lo �',•,�,i»1 r �,�.r.�- `, `-`i:.---• s.•�,, ;,;r}<cy =r'• ''s i4u;k*'s a:--lg- ,a G/ � 'T-:_•' ''-.��..r`,,.va'- �_--� •a _ - - - _ L7 N yy� {/��:,. �-,�'__,��" ,==y:a'�rrM,ro',.+�+'"'r•� 3 -dh-'� `C�"`yr,r_ -_'`- ��•�s ,y�,1`.-�^��I�F �'1,!�r �_ _' - _,n.�i bra e...?-_- _i , •.�1� t >yy, 'w " :''s% r:Y, 1bl6ii5eiioi 'r r,;h' r c i� ..'y s r !;�; '�C�M _- ✓ ,d��+ ,�� __.nlY,r,PSar y,} 'ir ��� ,� `' ,�9f1��%,'•^�",'w,.",yrit M.0�i hH"��� �`_ ,I�hS r'rJl9^,4' 91a",i+usn•, e'{fis !rr r,g, a 4, r•a,"rt�r'�c_y. d°&,�,R'�,�d$T'a �u^; kdw ', �"`'+17N.� ',!u _ '° 4V ,w >ra'", �7'a. ,wf;a,,, �y�a.a I",„.. d ,�✓�1;ti>'�,�"�i I,�'i^,.'' r'4�V,u''k,'°�t„�+?rir 1r ,LTM '%^tl.a„'��'t x ���tl`'�„�r""�f�tl'k�ry";T+• .^r -�zwa,dw�,u�m+',; t�,, `.'{'" '<�rYr "" __'-k�.,,'°,Y�;:��rl�tl�i',I�� =ytP"I�i N,dldl T ,t.1.4,_ ��'x ,w :x.-. +.t`.' °i: 5°i'"w;,�"ru^'•�,nr,i�.J P��ra � i' i }'qM''. �'�:""yt, Er �'�'S}}{"��'�' ��'w,,,a• '� ;."h"Ii,liyAl�.Rs` ,.�'�'�Ir�d4�:rr,l"X+��4hP'.;E ;.;,j tc,•yFS� _ - '•si, ,tea k- v --_ '_,`-,!.[('�v •:r' y,' ti="-' _g _r ,yt` _„�¢,.,._,'. ".. Y,�.-,-' a y,� - +`r,,,� `{_' - -- - - - �✓ s=- ,4. - :F;,„.t Ss...r 'a,...v Vii•,`".'�x�"�_'�; :{yjtit+,+„`..”J�' ,.w'�nf;}r`ti� ,-�� i GUARDIAN SERIES FEATURES, Choose the #1 Sening Home OHVI@'ENGINE Standb °lea�e���®� ���� Your Guardian Series generator might have to get you through 9 i • days—or weeks—without utility power Generac's OHVI-9 .,".. engine,specifically designed for generator use,provides the reliability to power through the most severe outages Generac's Guardian° Series provides the Engineered and built in the USA,' automatic backup power you need to TRUEPOWERTm TECHNOLOGY protect your home and family during a Delivers best-in-class power quality with less than 5%total power outage. Connected to your existing v harmonic distortion for clean,smooth operation of sensitive electronics and appliances. 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'Built to the USA using domestic and foreign parts j ADDITIONAL FEATURES: RHINOCOAT QUIET-TESTTMPOWER CONVENIENT of a Our durable Rhinocoat SELF-TEST MODE MANAGEMENT INSTALLATION powder-coat finish helps All standby generators run a weekly SYSTEM Can be installed only make sturdy aluminum test to ensure the system is running Intelligently manages 18"from the home,if and,galvanneal steel properly.Thanks to Quiet-Test,your household loads for a located away from doors, enclosures perfect for all Guardian Series home standby more affordable standby windows,and fresh air weather conditions.Able generator runs its self-test at a lower, solution by using our smart intakes,unless otherwise K. to withstand 150 mph quieter RPM than standard operation, management module. directed by local codes. '1u e"N 11 a�N'i liPni'r'9iiRl.N,��", A winds, and can be programmed to run weekly, =:.r bi weekly,or monthly. 5 year limited warranty ,a;";, r ,k :� : + • External"at-a-glance"indicator lights offer an easy way to see generator status without opening the generator enclosure • Easy installation and an excellent value when purchased pre-packaged with a pre-wired transfer switch(8-16 kw). • Utilize the benefits of power management by pairing the generator with a Smart Transfer Switch for whole-house or managed power coverage. SPECIFICATIONS 817 kW 1`1/10 kW 16/j kW 20 i'8 kW =22/18r5V1( GeneratorOnly •r r=.r <<•,' 6439/6720 „6459%6721 at:#, :8 95_:_ SteeVAluminum'. SteeVAluminum* - 8730" ` - '6552 Generator/ .•Switch Package Model# 6237_ 6437.- -6461 ,'n/a n/a 50 Amp Switch 50 Amp Switch: -100 Amp Switch GeneratorI0 ' •Service Rated Load Sheddingn/a g 6462 6729 6551 Smart Switch ackag ••— Amps @ 240V LPG - 33.3 ' 45.8 '.66.6 83.3 : - 91,6 • _.,29.2 _-.4.1.7._ _. 666 75_ ,.-, _a. 81.25._.. • •. t.° .3600/3600 • = OHM/410cc OH\A/530cc OHVI/992cc OHVI/999cc OHVI/999cc Fuel Consumption @ r.• `78 124 `R --193' 205 184 Fuel Consumption @ Full Load 121 195" - 312 - - -:308 __'281 Fuel Consumption e •.• •, 31.6(0.87)-'!,y 42.8(1:18) - - 72:4,(1.99) ­75.6(2:08) _.78,5(2.16) Fuel Consumption @ F611 Load g 51.6(1.42) ! " 70(1.92) 130(3.57) _ 140_(3.85) 133.8(3.68) • - •• No Yes •• 62 63 60 58 , db(A)at Normal Operating Load 62 63:2 66 67 closure Steel- Steel or Steel or Aluminum;-includes Steel v Aluminurh Aluminum' =base fascia= • - •• Bisque _ Bisque/Gray ;- Bisque/Gray '~j " Bisque = _ Gray 5-Year Limited, ? • 48x25x29 -• • - 360_ 407/424 471/478 451 476 'Aluminum units available without transfer switch. Nationwide Dealer Service Network Generac's commitment to service Includes scheduled maintenance programs,warranty assistance and emergency service to ensure that Generac customers are never left powerless.The largest nationwide dealer network has factory-trained technicians on staff and maintains large inventories of Generac parts,components and accessories. Find a dealer near you at generac.com. GENERAC ® ©6 � GENERAC PROMISE i R 'Z50 Generac Power Systems,Inc Bulletin 0193260SBY Printed USA REV B 02-2015 S45 W29290 Hwy,59 02015 Generac Power Systems,Inc All Rights Reserved. Waukesha,WI 53189 Specifications are subject to change without notice. generac.com 1-888-GENERAC(1-888-436-3722) B C A A.6 A.6 A.5 > < 554 8'-0" 10'-0' T-10° O 21'-4" 14'-0" 0'-0" ® o (9 Z �4 0 r------ ------GE-LLWWNDE3W----------------i 3 � -i72 I � �__ --------------- ---------------- --------------- � 3-2"X 12"ACQ WOOD GIRDER �� 3-2"X 12"ACQ WOOD GIRDER r-- ---------------------------- 1 3-2"X 12"ACQ WOOD GIRDER n 1 w I I I I 3-2 X 12 ACQ WOOD GIRDER w 6"x 6"POST ANCHORED ON i i i 6"x 6"POST ANCHORED ON o � 12"0 x 36"FTG.BELOW GRADE ; I 1 12"0 x 36"FTG.BELOW GRADE w CD o oAND 4"-6"ABOVE GRADE i o � AND 4"-6"ABOVE GRADE o Io (.00 i � O i 1 � O � O A5 CD r n I Q x LL C-4 O i 3. p 1 I °0 1"X 6" PLANKING ca j o�� , Q 5-0 i X N Q ; X u- ; ; N Q OR EQUAL N v ��. ¢ c9 Y 1 6'-4" N 6'-4" 1 I ¢ ¢ i-71 w---------- -- _----- _--- 2'X 8_LEDGER BOARD LAG BOLTED TO DWELLING ____-____-� r----� j �__________-- 2'X 8"LEDGER BOARD LAG BOLTED TO DWELLING I 3- X 12"WOOD GIIIIDE I 1 ' 1 0 1 - ------ ---- ------------------------ ----------------------- I I L ------ --_ --------------------- - r IL-_ _J - {� U W CONC8 OUNDATIOON WALLLL I 4'-4" I I i 1 2"x 8"@ 16"o.c.� co ui 1 I 1 W/2"x 4"KEY. 3112"STEEL COLUMN W/ 1 i ACQ FLOOR JTS 24"x 24"x 12"CONC FOOTING (T(P.) U) I I O 1 i 4 ; ; 3068 DR. N w i ; i o zn 1 1 I I F' ° H 0E- � I ° I- I I o 0. 1 I I o CD CD 00 , o CO L I i Z w O � O LL- Ir I I z 1 I I _ - J r _ I I 1 I O e- O .- O =OI e- O O I I I o J 1 i i � x X x U o ' 9r-0n fLJL 9'-0° ca I v I I 01 N N 4"STEEL COLUMN W/ O I -- ; Iw �I I 24 x 24 x 12 CONC FOOTING TYP.) rt o I I I I X D I ---L•-1 r--- r----� I r----� w N `" ; I �I i---33=2"X "WOOD GIRDER 1 1 3-2"X 12" OOD GIRDER _�_ i 3-2"X 12"WOOD GIRDER i - - 3-2"X 12"WOOD GIRDER 1 _! _3-2"X 12"WOOD GI DER - �_—_-- a _ _ I -' --� o i O -------A---�--- I -6--i--- I i — —�-- 6 - I �--- 4--e - I 0 I I I I I I I 1 1 1 I I - � I I L_-_ J L__--J r L____J r L-___J r L.-___J i?5 1 A I I ' 1 4"STEEL OLUMN W/ 1 0 I r r I � I I O , 1 ; 24"x 24"x 12n CONC FOOTING 0 yp.) f co ( i � O I 1 I 1 I I 1 I-- 9..0" n n �r1tl—DOTU-B—LTE—F_L—OOR-—JOISTS —_ N D co 9-0n 0 I I -all I I I I I I I 1 , w I I r ° of1 1 1 ( O = C I f-- ELEC. QI' I I I I I 1 I I I I N ( ¢ CELLAR O o S.D. 11 I I I I I I I O 1 i �,, , 0 1 � U ' u_ -� ' -� C.M. r'i I I I I I I I I r I w ° F- ( w �, I DET. W I I I I I I I I -� 1 10 0 O = 9'-0"CEILING HEIGHT � O , 0 �i I I I I I i i I o I 1 ;J O (Ab I 0 x I W I j Iw 1{dj U 1 I 1 m o - w ' N u- ' w I, I I I I I I I W r t. I 1� rn " n �L fA w '4 I of 1 X , O II I I I 1 I I I I IF- ACQ FLOOR JTS ' �4 O o0 1 1 O O I l I l l t l l -i I i ;0 A 2 x 8 @16 o.c.K w 1 w - u I r I I I I I I I O ID iT c co I N I I I I W w I `n ao L---� I r--r-� r-----1 0 I r N I I I I I I 1 I 1 1 I I I I I I 1 1 I Im Cs w I I �_I -$- ------- �_ JJ�_�_L��_�_L—©_L _ Ic7 0 23 ------------ ----- 1 I 1 I I ----- I I I 1 � o I I I 1 3-2"X 12"WOOD GIRDER 1 1 3-2"X 12"WOOD GIRDER 1 13-2"X 12"WOOD GIRDER I I 1 Ig I I L----J L____J L_ __J L____J I (� C=) m C5 I O) SEAL C> I in I 8"CONC FOUNDATION WALL T-5' T-5" { i00 Z a ' N W!16"x 8"CONC FOOTING Iw Y ¢ N = I I W/2„x 4n n KEY. 4 STEEL COLUMN W/ I ;o ¢ D M ( I I , 24 x 24 x 12 CONC FOOTING (TYP.) I 1 J IL w >< o c `t ; dao io Q r ------------------------- ---------------------- x I 1 O cnci U) ci co I ' - 4”THICK POURED CONCRETE SLAB WITH i i `v- O � 0 0 o ' I 6"x 6"x 1.4 x 1.4 WWM REINFORCING I I � -, I OVER 6 MIL VAPOR BARRIER OVER 3" i I C-4 0 i'1 0 i-1 0 i o I R.C.A.COMPACTED BASE I i X O X O V'- O oo 1 i 4,000 PSI MIN. I i = LL - uJ- - I i I N N cV I I 1 - PITCH SLAB TO FRONT 8"CONC FOUNDATION WALL I 1 X I M 1 i I W/16"x 8"CONC FOOTING i I `V ' N 1 q i 1 10'-2" i i W/2°x 4"KEY. w 1 I f L---------------- ------------------ co 2"x 8" 16"o.c. ; w r I -------- ------------- ----------------------1-4410 U w r- -� r------ 2"'X'8"-CEDGER�OARD'C1CG'BOLTED?O�WELrttNG----------- O I 1 00 1 I O 1 1 Cid Cid G 1 1 I 1 I o ~ 6 F �� z 1 �- ' Z I 1"X 6"PLANKING co ��oo I p � 1 i 4"STEEL COLUMN Wl i O OR EQUAL p LO C) 1 24"x 24"x 12"CONC FOOTING (IYP.) i ; co LL " �s�s I w z x 0 6 x 6 POST ANCHORED ON x 0 I >: w c%j Q 12"0 x 36"FTG.BELOW GRADE iv Q \'� W Z c i AND 4"-0"ABOVE GRADE I o U w 1 _ 3-2"X 12"ACQ WOCID GIRDER ��� ----------------- � „� 3-2_X 12_ACQ WOOD GIRDER - -__—_---- \� �1 a = N ui o I I ` I I I I Iui cq C.0 r rN cr- I I 1 1 'cn I I I I Ll- uj (� I I I oil — I Q rn 1------------------------- ----------------------------------J 0 ' A.6 A.5 Of � � A.6 U W ` I Q B ti 7'-10" ~> 11 q q Q c) ci O 21'-8" 33'-8" U, Q O �- 55'-4" Z Z —� -I 0 W o PROPOSED FOUNDATION PLAN ° z ANCHOR BOLT DETAIILS ON SHEET GN-2 1/4"=1'-0" 0 w O z W NEW CONSTRUCTION D {/( 1(`��� c~n z ~ z L --------------- D _ o W z L) w M ---_ TO BE REMOVED [1,A8 2 8 2013 a o Z Q �' of LO Exim STRUCTURE �,`� DWG NO TOWN OF SOUMOLD LEGEND 3 C 63,-4" A 21'-4" 1 '-0" 20'-0" 81-0" LIGHT & VENTILATION REQUIREMENT'S 2ND FLOOR 2'-10' 6'-8" V-8' Y-10' ROOM NAME AREA LIGHT 8% VENTILATION 4% T-0' S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED O O 9'-6" 10'-0" 7140, L MASTER BEDROOM 245 S.F. 19.6 S.F. 28.0 S.F. 9.5 S.F. 14.0 S.F. o DINING ROOM 176 S.F. 14.2 S.F. 14.5 S.F. 7 S.F. 7.2 S.F. z �I LIVING ROOM 177 S.F. 14.2 S.F. 28.0 S.F. 7 S.F. 14.0 S.F. 4- 646 D.H.WINDOWS � FAMILY ROOM 282 S.F. 22.5 S.F. 66.0 S.F. 11.2 S.F. 33.0 S.F. � I 3-131 X 11718"LVL HEADER ---- ----------• " 42 - - -- -- --------- - � "HANDRAIL "X 12" I v a I "x s"POSTI I o W w U V VW DECO 1 B AKFASToff _ ,� io EX.DECK N CAT EDRAL CEILING N Xm X I I rn co cli j M x w x i I NOTE: z _ " 1 " I I 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE 0 WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK 13'-0" I STATE. Lu Jin i 4"x 6"POST 4"x 6"POST I I I 2.ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE o _ _ WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW YORK u 3-1314"X 1 7/8"LVL FLUSH H STATE. w (2) 13/4"X 11718"LVL HDR I 6"x 6"POST 61 x 6"POST 3-1314"X 117/8"LVL HEADER 3-13/4"X 117/8"LVL HEADER 2 8 1 6' I I 3.EXTERIOR WINDOWS&GLASS DOORS SHALL BE INSTALLED IN a DN TO FOUNDATI DN TO FOUNDATION II L G J I 1 I ACCORDANCE WITH SECTION R613.15&ALL GLAZING SHALL COMPLY N I I w 2' 8' 6' I I �* WITH SECTION R308. w C im I o T I 4.WALL&CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION -' Hca, I a -- I I R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. s8 mu+ in - cn o 5.INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE w �� O ______�'a o FAMILY ROOM i _ 1 0? WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE Z ---------- _ INSTALLED IN ACCORDANCE WITH SECTION R703.4 p U-io I o OPEN TO ABOVE '� I I 6.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE z MASTER BEDROOM O i N Ow a I U i <�� I I I o WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK g I m STATE. co 9'-0"CEILING HEIGHT -� O�o`b �-I w S I I ( I `D 7.INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN w C OI o KITCHEN `� i Z W i �� a ( 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN 0 1 -' o 1 6 6 ACCORDANCE WITH SECTION R320 w J x ? I I 9'-0"CEILING HEIGHT " " "- _I�J 0 w �6� 3' "I IQ i 4 x 6 POST , I / E I 8.THE FIRE-PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE o DN TO BELOW --- LINE OF SECOND FLOOR ABOVE - -- - - i- WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. ELEC. I r 5��x'f i77$"LVU LUPR9I5ER- - �S�7fi eiFLViZ- " I I 9.CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE o S.D. ' I I 1 I WITH SECTION RM1502 0 C.M. I 15'-0" I q 19'-8" I I o 10.IN ALL FRAMED WALLS,FLOORS AND ROOFICEILINGS COMPRISING ELEMENTS Ln OF THE BUILDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL I �' I co 0 co BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE 5-0 -i ARCH WAY O f-- co O I ci U) I - - _ I ( D �o WITH SECTION R318 co 0I (V - LL. CIDcc,00,04 I io ------- C LINTER I p Al �,L a NIS p G75 [:AH x � UP o N I I Q s LL I _ N o 0 2068 5'-6" _ �- " 0 2y� 51-0" of N � = I w 50 C. M. ECH _ �`' OELEC. = N 1 F.M.MEC ARCH WAY 4 AR p � CV ® C.M. X F` CV I th U X MASTER �ET NIIIQ PANTY ® spy. 5,.�" � o I Z w BATH 0 T-4- 0 LA C.M. �� D W � I L co Lo cm" ob 0 �DET. ti � cn 1 60 I ARCH WAY 2468 SARCH WAY ARCH WAY I I N 00 c CID j oo 2-2"X12"FL HDR 2-2"X12"FL HDR 2- "X 17 FL HDR 13'-2" o SEAL N LAUNDRY -0" I i o ,t I " " o ® T-s I I I I I = 4 1', STEP DOWN I ( I I I II � II � 1 Ilk rn INSTALL FIBERGLASS "� ° ~ DINING ROOM I i ~ FOYER i i LIVING ROOM ~ � r. a 3 PAN FOR WASHER& �o iD I 10 o ( I =w p p p x I DRYER. �� 9'-0"CEILING HEIGHT I I -1 9'-0"CEILING HEIGHT I I 9'-0"CEILING HEIGHT o � E, a- VENT DRYER TO EXTERIOR �`� iv � I I iv I I x = _ _ _ x ° SII x ° Ilc� x -j I nlw (� w '- O � 0 II II 2 8 6 ` I a' o I _N Z� p F� p I I I I IIL G J01 m I x x x 12'8" I I I I 12'-8" 2 8 6 I �" iv LL- iv w �DETAIL"G"A-8 3068 t T o f c� 14"S E-LITES i 0o HIRE WALL I CN'. Q 21'-0' 3-2"X 10"HDR -2"X 10"HD 3-2"X 10"HDR 6 67 PPSTVW E 1 � v 1 ----� V �, _ 3-1 4"x 117/8'LVL FLUSH HEADER i_ _ 1 _ 3-1314"x 11718"LVL FLUSH HEADER O v w aD L_ J ' N 4"STEEL COLUMN W/ ! I o 0 I 24"x 24"x 12"CONC FOOTING (lip.) TWO CAR GARAGE _LU x _ _ _ _ _ I }} - " , CO U- F 7 �- o i Q i - 4"THICK POURED CONCRETE SLAB WITH = _ " I I z w w r = z ,g 6"x 6"x 14 x 1.4 WWM REINFORCING " I co = 2"x 12" 16"o.c. I OVER 6 MIL VAPOR BARRIER OVER 3" I I C) g z N qQ ® @ _ " " _ " " I U m a X 1?AGO WOOD GIRDER 01) FLOOR JOISTS I R.C.A.COMPACTED BASE. ---------A00 WOO)GIRDER---- - - --- - ---- -- ---_--OIL ------ -- --------_-- :r - N z o' N ull 4,000 PSI MIN. _ c~n w W N Z �, - 5/8'TYPE"X"FIRE BOARD ON WALLS ------------- ------ ------ r � - J „ &CEILING OF GARAGE&BOILER RM. - - - PITCH SLAB TO FRONT ILL x 4 in W 0 `� 3-2"X 10"HDR 'M 3-2"X 10"HDR (j J 3456 D.H.WINDOW 3456 D.H.WINDOW 0 --� 11'-2" 110" 11'-0" 7'-10" Q 0 U W 0 F' 5'-10" 10'-0" 5'-10" 61-6" 10'-2" 10'-2" 6'-10" p. 0 � z O 21'-8" 3 '-8" 81-0" NO 1 a 0 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND a- A.6 A.6 A. POSTS ABOVE. _z Z 63'-4" DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND J 0 qe_ STAIRWELL OPENING.(PROVIDE METAL JTS. W -J p HANGERS AS REQ'D) O (� I DOUBLE ROOF RAFTERS AND TRIMMERS AROUND PROPOSED FIRST FLOOR PLAN 1/4"=11 SKYLIGHTS(PROVIDE METAL JTS.HANGERS AS REQ'D) U (,r U 2. ALL STRUCTURAL COLS THAT SUPPORT ANY HEADERS T'- NOTE L.V.L.,GIRDERS,ETC.SHALL BE SUPPORTED DOWN TO 0 z W ALL EXTERIOR WALLS BEHIND TUBS FOUNDATION,FTG'S,AND OTHER STRUCTURAL �-- z 0 INDICATES LOCATION OF SHEAR WALL HOLD-DOWN HOLDDOWN CONNECTION NOTE &SHOWERS SHALL BE INSULATED GIRDERS OR HEADERS AS NECESSARY. I- (n w Z NEW CONSTRUCTION BY"SIMPSON'OR APPROVED EQUAL SEE SHEET 11 &FINISHED WITH GYP BD.BEFORE U Q -HOLDDOWNS SHOWN ON FOUNDATION INSTALLATION OF FIXTURES. 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS -w, 0 z _ _ (TO BE INSTALLED AS PER N.Y.S.CODE) PLAN ARE CONNECTING FOUNDATION FROM SILL PLATE TO TOP OF TOP PLATE,BEHIND ANY 0 J z 0 F- r ------------- TO FIRST FLOOR SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED _____________ TO BE REMOVED ALL FASTENERS SHALL BE INSTALLED WITH STRICT -HOLDDOWNS SHOWN ON FIRST FLOOR NOTE PORCH'S. (ETC) ACCORDANCE W/MANUFACTURER SPECIFICATIONS PLAN ARE CONNECTING FIRST FLOOR EXISTG STRUCTURE TO SECOND FLOOR ATTIC ACCESS MUST BE BACKED WG NO WITH R-10 RIGID INSULATION. PROVIDE EMERGENCY EXIT HARDWARE ON ® L LEGEND FE-1WINDOW UNIT AS PER R.B.C.O.N.YS. /� CONTINUOUS RIDGE VENT 0 0 0 c� z 0 CONTINUOUS RIDGE VENT U) Y U ' W D Q� W J J Q D Z Q Z _1 J W LL. O w -- ------ED----------------------- — FINISHCEfLING ----- – -- – -- w 10E01TTT t o w co KNEE WALL io z TEP CONT.ALUM. FLASHING LASH – --------------- --- – -- ------------------------------- – – – --- – – -- g FINISHED OOR 12 0 W 0 FINISHED CEILIN --- z ---- WIND 0vv HTcn 6'-8" WIN HT —6"X 6"PO 3T o CD W/DECO OL. I III 42-HA D 7F 11j DQ 0 w 0 o O FINISHED F OORJitiliL -- ------ cn w ---------------------------------------------- ---------- ----- z cn RIDGE HEIGHT ABOVE PROPOSED GRADE 65 00 GRADE W co I I I I LATTICE WORK I I 1 i 1 12"0 x36"FTG.BELOW GSEAL �tAD�E 12 I I I 1 1 AND 4-6 ABOVE GRADE 8"POURED CONC.FOUNDATION WALL 11 I {--J L—J 1 1 I I I I 1 I 1 1 1 I 1 1 I I 1 1 1 I I 12 STEP I 1 1 I �.ASHING __ I 1 I I 1 T-` Tl----------------------------------------------------rL------------------------------------- -------------------------------------------------------�7------------'l 12 1----- L-----------------------------------------------------L------------------------------------ i-----------------------8" CONC.FOOTING W/2"X4"KEY __-------1-------------i 112 ' 12 F CONTINUOUS RIDGE VENT REAR ELEVATION ' SIDING AS – ____________� ��� PER OWNER 1 -- 1/4"= 1'-0" co FINISHED CEILING----------------------- INDOW HT &' ;' , O W KNEE WALL p LO ILL ILL. >- /,� - --� Ckd z >: = Z Q W co FINISHED OOR 41 Q mco 3: SIDING AS _ W N uj co cn ' 0" z r J ----------------- FINISHED CEILING PER OWNER PLATE HEIGHT 71-$" WINDOW HT — WINDOW HT SIDING AS J U co ;o PER OWNER � –� GARA D00 Lj G RAGE OR Q co U oaoo 0000 0 FINISHED F OOR O U z o 0000 aoo W , > o Q o Ln GRADE I JPRADE CD (D 1 j L--- ----------------i L------ -------------i j Z z t—DROPPED FOUNDATION i o J D 0 _ ® I 1 IW -� it o ------------------------------------------------------ I I 8 X 16CONC.FOOTING W/2"X "KEY .............. ______________ _ Z w 11 V U I I I IllW (n IT' I I I OZ UL() I 1 U Q W Z r H G --- __-_------------------------ ------------I I O O W 0 U W W M 1- t- r� i i -_________8"X 16"CONC.FOOTING W/2"X4"KEY a� vz ¢ ~ o � DWG NO DRYINELL —P' I LEFTS EELEVAT[QN SEE DETAIL ; 3 e 1/4"- 1'-0" 3___j Fuss PLACARDING BF-QUI'Rn-: APPROVED iV"'i-FD DATE B.P. rfflMh Emir& rk 0 r!m M. rim= FEE: N a 112% V A/ NOTIFY BUILD!NG DEP,'�,:�TMIZNT AT M All IL I VL 0 IL E 765-1802 8 Ak! TO 4 P%A, FOR THE' NEW Vk M j VL E M Ju N Aw K0 E Vk E FOLLOWING INSPECTIONS: Ev ELLIN licfore ' 'IN FOUNDATI0 - TWO n"OUMIED Cnglnccr',�CertirkitiOn ,,ckfill, OF` 7OR POURED CONCRr--TE that the drainage tin--m lnttrillcd to Code, -SOUGH - FRAMING & S Ul-AT 10 N L - CONSTRUCTION MUST COMirl-ETE FO"t C.O. CONSTRUCTION SHALL Hl'E'r THE '0!.)" PMENTS OF TME CODES OF NrW NOT RESPONSIBLE FOR F r ON OR CONSTRUCTION ERRORS. r C V CODES OF Ni TOWN CODES '-'- tN'DITIONS OF AS REC ` 1625 INDIAN NECK RD R C PROCEED WITH R,,�,mING UNTIL SURVEY OCCUPANCY OR PECONIC BAY OF FOUNDATION LOCATION HAS BEEN APPROVED. USE IS UNLAWFUL SOUTHOLD NY 11950 WiTHOUT CERTIFICATE PLUMBING OF OCCUPANCY . ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING L 0.".1 LEAD CONTENT VEF0:7Gt-* b cERTiFicA TEFoccupANcy SOLDER USED IN WATER SUPPLY SYSTEM CANNOT P110 07- IS:"LEf 1. cl) Z 0 ui GENERAL NOTE: \Nl 1 \ THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 2010 SEAL RESIDENTIAL CODE OF NEW YORK. MECHANICAL NOTE: # DESCRIPTION : A N.K. ', THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF NY. STATE, CHAPTERS 12 THROUGH 24. 1 TITLE SHEET w o THE PLUMBING CODE OF NY. STATE, CHAPTERS 25 THROUGH 32. THE ELECTRICAL CODE OF NY. STATE, ?946b CHAPTERS 33 THROUGH 42. 2 FOUNDATION PLAN OP N -qpP ELECTRICAL NOTE: ELECTRICAL WORK WILL COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE 2010 3 FIRST FLOOR PLAN CHAPTER 33 THROUGH 42 4 SECOND FLOOR PLAN Y ENERGY NOTE: N�;; a Y ro w 5 SECTION RISER DIA. M �- TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL 0 0 ui JUDGI-EMENT, THESE PLANS AND / OR SPECIFICATIONS ARE IN 0- COMPLIANCE WITH 6 SECTION & DETAILS z LO THE 2010 ENERGY CONSERVATION CONSTRUCTION CODE. 0 u') ti DHW AND AIR CONDITIONING SYSTEMS MUST MEET OR EXCEED THE SPECIFICATIONS CALLED OUT ON THE ENERGY 7 SECTION & DETAILS 06 >: uj STAR COMPLIANCE CERTIFICATE w 0: co co 8 DETAILS < 0 — z z i cosWUJ a. n co Lu LO W NOTE: 9 ELEVATIONS C(- LL- 1.ALL DIMENSIONS AND WORK QUANTITIES SHALLLij BE VARIFIED IN THE FIELD BY THE CONTRACTOR, 10 ELEVATIONS 0 AND RECEIVED DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT. d i 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY (D 11 NOTES & DETAILS —i 0 FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK NOTE (11f SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. < 0 i.ALL PLUMBING WORK TO BE DONE AS PER CODE. Lli 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. 12 NOTES & DETAILS 0 AND PERMIT SECURED FROM THE CITY OF NEW YORK DEPT.OF 3.FIXTURES TO BE PROPERLY VENTED. 0- = c ) BUILDINGS. 0�0 Of,c) Oz i co C) < 0'n 6 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA z z :D 0 W REFER TO TABLE R301.2 (1) OF THE RESIDENTIAL CODE OF NEW YORK STATE Lu 0 (D b WIND SUBJECT TO DAMAGE FROM z w SEISMIC DESIGN WINTER ICE SHIELD FLOOD GROUND w UNDERLAYMENT CATEGORY HAZARD 0� U) U) SNOW LOAD SPEED (MPH) WEATHERINGO FROST LINE TERMITE DECAY DESIGN TEMP REQUIRED DEPTHO 0 z ui MODERATE SLIGHT TO FEMA Lu 20 PSF w 0 Es = AE5 W w co 0 0 T- z , 1-- < < ❑ CFf— < " z 110 mph c SEVERE 3 FEET TO HEAVY MODERATE 110 REQUIRED DWG NO . 1 12 B C A NOTE A.6 A.6 A.5 ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.LUMBER. 55-4 8 0 9'-6" 10'-0" 7'-10" " 8" 21'-4" 14'-0" 0'-0" 1® CONCRETE WALL CV 1 r--------------Ga94I _ IND( ------------ 5/8"A.B.@ 45"O.C.WITH •. .:• •" •:. ,� / " 3"X3"X 114"PLATE WASHER --------------- j r-------------------------------- j 3-2"X 12"ACQ WOOD GIRDER 3-2"X 12"ACQ WOOD GIRDER, 6"x 6"POST ANCHORED ON 1 I I 1 12"0 x 36"FTG.BELOW GRADE � ' 2"xfi"SILL PLATE 1 i oh� o � AND 4"-6"ABOVE GRADE o �� I CONCRETE WALL co c� (00 • i � 0 - 0 /�,5 0tD 0 0 �� I m c I C\lo I i w 1"X 6" PLANKING 00 "- Q- C� , �' 1 x O I .•+ I x (� x G,j /p0 v 3 1l2" FOR HOLD-DOWN ANCHOR cv LL i i CV Q OR EQUAL N Q %��� N I 518"X12"ATR ANCHOR • II 1 /41 N I SET MIN.NAEMBEDMENT I 1 ADHESIVE(AT) TIE u J r----i i ;: �---------- _ o ,-- �64R-WINDOW----------------------- I -- 2"X 8"LEDGER BOARD LAG BOLTED TO DWELLING __-_______ ------------------------------ ------------------ a* e4 - 3-2 X 12 WOOD GIf DE - 1--------- ... ;. , 1 , 4 . I I I I •.e' 1 ao .. •. . ..• 17- 11r ------ ------------------------ ----------------------J I I L--------------------- — ---- I L__ _J CEtL�IRiNtt`fDOW--------------- iIN8"CONC FOUNDATION WALL I i 12"x 8" @16"o.c.^ $o M 7" 5" RIM JOIST Wl 16"x 8"CONC FOOTING 3 1/2"STEEL COLUMN W/ ' I 1'' I ACQ FLOOR JTS WI 2"x 4"KEY. I 24"x 24"x 12"CONC FOOTING (TYP.) ct, I 1 En I r 1 `� o 0 `° o I , o `° - ` :.: :.:•: ' I FOUNDATION ANCHORAGE E DETAIL o o -� u1 I o !� _ - 0 I I PLAN Vir=W r ' � O � O 040 o � 0X82/411, : ' `: • to x x x _jo x i' j I (AS PER WFCM TABLE 3.2C) = 9'0" LL 9'0" ' . I N w N w "' 11 4"STEEL COLUMN W/ O 1 „• ; a`' j "ANCHOR BOLT @ 36"O.C.FOR 1-3 STORIES I I n n n ' rt ��-�1 • 1 � 1 24 x 24 x 12 CONC FOOTING TYP.) I J•. i 1` / 1.MIN.7"EMBEDMENT INTO CONCRETE W/3"SQUARE WASHERS AND END NUT SETUP I r----� r----� r--- r--- JJ r----� w 1 I 3-2"X 12"WOOD GIRDER I 1 3-2"X 12" OOD GIRDER 1 I 3-2"X 12"WOOD GIRDER 1 1 3-2"X 12"WOOD GIRDER I 1 3-2"X 12"WOOD GI DER 1 1 I r----U w 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR j I_—_—_—_------I-�-� I-� I- - --— T I -� I-- -�-�-� _ F- j I OR REPLACED BY HOLD DOWNS FOR SHEARWALLS I I I I I I I I i I I I I � I O 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. I I L--- J L_---J L----J L----J L----J I ' O I TO 12"MAX.FROM ENDS OR CORNERS C? I !� 1 4°STEEL OLUMN WI I I I I a 1 O ' 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. N 1 I 24"x 24"x 2"CONC FOOTING ( P.) I I I M j I 0o 'ANY GOOF PITCH 7:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY IZ11116 D i I v ; , _ DOUBLE FLOOR JOISTS _____ -- I : i Q I D I I 9'_p" 9'-p" - 9'-0" 9'-0" i�--r------ A.7 :. i ' o �_ ' ELEC. . : N I DETAIL •,. • 1 I O 5 I S.D. O 1 I 1 1 1 1 1 1 1 cn I 1 I 0i ' I I v C>) ' CELLAR ' C.M. LLI, I I I I I I I p ' I f- I- LII - � w DET. W I I I I I I I I IC7 I ANCHOR BOLT SPECIFICATION N.T.S. (o W (0 U I m 9'-0"CEILING HEIGHT T 0 I o mI I I I I I I I I m I I Iz O r0 � � O OI, I I I I I I I � � q I iw ; \1 o I O x � I / I v ' � N � LU ca �I, I I I I I I I wI ti I ID ` z N O N 0 m I A 2 x 8' @16 o.c.^ � I I I I I I I I m1 IO O E-4- x 0 x 0 I O I I I I I I I I I I 1 •: I- ACQ FLOOR JTS 4 I _ J _ J i ' o I, I I I I I I I o ' I If, I > N � Nu" I I I I I I I I I oI I Ih w 1I I I I I I I I I� O w 10 z I I I I I I I 11 I I I I I I I I 1 Ica O tD w J-_ 1 �_---- J -1__J—��_�__L_ �----- - • IU' ' I '. 1 -'fir,---•I-- Cy--•I------------ � O a o I 1 I 3-2"X 12"WOOD GIRDER I I 3-2"X 12"WOOD GIRDER 1 1L -i3-2"X 12"WOOD GIRDER I I 1 'l, I., o c _ SEAL L _jIr O Zz Zm ? IY _ I • • 8"CONC FOUNDATION WALL 9'-1" 9'-1" T-5" 7'-5" i "• D Y w N a ' N NOTE: ,' �ERED,g9 1 WI 16"x 8"CONC FOOTING - :• Iw z Q o Co � I TO THE BEST G- f,H KNOWLEDGE,BELIEF AND �j�� EL N.K. cy I I ,.. x 4"KEY. J - x i L------- ------- 4..STEEL COLUMN W/ 1 �: 10 � mPROFESSIONAL. JUDGEMENT,THESE PLANS AND 1 � - ----- -- -- -------------- , 24 x 24 x 12 CONC FOOTING (TYP.) I w N z OR SPECIFICATIONS ARE INCOMPLIANCE WITH :• e... +a. 6 Iao CO CC .i Q i '• X HE 2010 ENEP' ,'CONSERVATION CONSTRUCTION CODE. - ----------------------, I I r------------------------- I I 11 ci ci ci 1 IN X O I •'. I i I I 0 fl1 0 F- 0 (n 9 9 �J (V I i - 4"THICK POURED CONCRETE SLAB WITH i i p ° O O ILLY, I ��OF 4 6 � 6"x 6"x 1.4 x 1.4 WWM REINFORCING I 1 -, NEVA z CD i i OVER 6 MIL VAPOR BARRIER OVER 3" i •' I N 0 N 0 4 N 0 i1 o I NOTE O z i i R.C.A.COMPACTED BASE. i ' ' i X O X O x 0 i o ICE SHIELD TO EXTEND FROM Q W I I 4,000 PSI MIN. I N LL N IL N ROOF EDGE TO A MIN.OF 24" p O INSIDE OF EXTERIOR WALL LINE. - PITCH SLAB TO FRONT I '' i bo Nf 001 I I " I X I ch ILL LL I 1 —® I I 8 CONC FOUNDATION WALL I �., v O J i i I . : W/16"x 8"CONC FOOTING I I M N o Q 1 1 1 ' . I W/2"x 4"KEY. i •e 1 i 2 Y � i I 10-2" L---------------- -------------------------------------------------------------- ----J N W I I I a a .♦ .w: y ••'• •:e 1 2"X 8" 16"O.C. 1 , LL M Lu F ,. 1 I I , . •.: .. .... .: : ' `•" . : , ::.. :•A •: . ' '. ::. :..4 1 At NOTE: o w • ------------------J. O r------------- -------------2"n-LEDGER-MARD7MGBO=70DWELtING---------------- I I THIS PROJECT SHALL COMPLY WITH THE 0- I I I �O � O I 1 ;e I ci zkk ci ��GO I MECHANICAL CODE OF NY.STATE, F- 1 0 o -~, ��F� CHAPTERS 12 THROUGH 24. z L_—_ J io 1"X 6" PLANKING \�DO I _ THE PLUMBING CODE OF NY.STATE, LO I I I j o0 OR EQUAL ��✓0 CHAPTERS 25 THROUGH 32. L I 1 4"STEEL COLUMN W/ 1 I _ q - J ��S'J I '� THE ELECTRICAL CODE OF NY.STATE, _ o z i 1 24"x 24"x 12"CONC FOOTING (TYP.) i i co LL ao m w ,s w z F Z I I I I x O 6 x 6 POST ANCHORED ON x 0 I CHAPTERS 33 THROUGH 42. LLu g z N r j Q w i i :' ' I N Q 12"0 x 36"FTG.BELOW GRADE N Q U LLI a z = M z 0 i i i s•' i AND 4"-6"ABOVE GRADE - Q M m J = _ O Ur � z °° 001 i o i 1 - 3-2"X 12"ACQ WO D GIRDER — ,�� ------_---------_ � „� 3_2"X 12_ACID WOOD GIRDER ,�� I OJ. to w LO o LL LL l ' -i1�S1 cR NOTES: `� cliJ LL LL l I 1 - - J ��, --� ------------ `J C, W I I I 0 _j 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH I I I I OTHER WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN LLJ ®� ® ON THE DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC.SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. < I . • I __ ______ _ 1 I 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN N I SOIL AT VINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE _I +. •e : . i° a .:.':. ..t ' : � •''' _-� TON PER SQUARE FOOT WITH A MINIMUM OF T-0"COVER. � L-Y--------------------- ------------------------- A 6 A.5 3. ALL CONCRETE SHALL BE 3,500 P.S.I. IY F- 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, Q U THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN C) Lu A.6 EARTH.CARE SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT 0 _ CAVE-INS.BACKFILL TO BE FREE OF WOOD,TRASH,ETC. CL = M B 11'-2" 11'0" 11'0" 7'-10" 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE f- O � o CO (EXCEPT SLAB AREAS)SHALL BE DAMPROOFED WITH AN ELASTIC ?� U Q m 6 COAL TAR BASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT. 0 r- 21'8" 33'-8" 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. NOTE I 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT J Q O 55'-4" BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. _ 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND —� J Of O POSTS ABOVE. w 0 (D PROPOSED FOUNDATION P LAN DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND S STAIR WELL OPENING.(PROVIDE METAL JTS. � Y Z w II HANGERS AS REQ'D) } U �_ Q d ANCHOR BOLT DETAILS ON SHEET GN-2 1/4"=1'-0" DOUBLE ROOF RAFTERS AND TRIMMERS AROUND DHW AND AIR CONDITIONING SYSTEMS � W 0 � INDICATES LOCATION OF SHEAR WALL HOLD-DOWN SKYLIGHTS(PROVIDE METAL JTS.HANGERS AS REQ'D) MUST MEET OR EXCEED THE SPECIFICATIONS Q Z W BY"SIMPSON"OR APPROVED EQUAL SEE SHEET 11 CALLED OUT ON THE ENERGY STAR 1- 0 NEW CONSTRUCTION (TO BE INSTALLED AS PER N.Y.S.CODE) 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS COMPLIANCE CERTIFICATE ►- � w Z 0 :.:•.::;. . .,.,. ;t. .;,.. L.V.L.,GIRDERS,ETC.SHALL BE SUPPORTED DOWN TO v Q ALL FASTENERS SHALL BE INSTALLED WITH STRICT FOUNDATION, FTG'S,AND OTHER STRUCTURAL w W D = W w co ____________ ACCORDANCE W/MANUFACTURER SPECIFICATIONS GIRDERS OR HEADERS AS NECESSARY. W_ � Z Q F of --------------- TO BE REMOVED HOLDDOWN CONNECTION NOTE 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS ri -HOLDDOWNS SHOWN ON FOUNDATION FROM SILL PLATE TO TOP OF TOP PLATE,BEHIND ANY wwplp� EXIST'G STRUCTURE PLAN ARE CONNECTING FOUNDATION PORCH'S. (ETC)SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED DWG NO TO FIRST FLOOR HOLDDOWNS SHOWN ON FIRST FLOOR 2 PLAN ARE CONNECTING FIRST FLOOR LEGEND TO SECOND FLOOR 12 B C 63'-4" A LIGHT & VENTILATION REQUIREMENT'S 2ND FLOOR 2'-10" 6'-8" 6-8" T-10" ROOM NAME AREA LIGHT (8%) VENTILATION 4% T-0" 7'-0" S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED 9'6" 10'-0" MASTER BEDROOM 245 S.F. 19.6 S.F. 28.0 S.F. 9.5 S.F. 14.0 S.F. DINING ROOM 176 S.F. 14.2 S.F. 14.5 S.F. 7 S.F. 7.2 S.F. - -- - - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - LIVING ROOM 177 S.F. 14.2 S.F. 28.0 S.F. 7 S.F. 14.0 S.F. 1 4-2646 D.H.WINDOWS FAMILY ROOM 282 S.F. 22.5 S.F. 66.0 S.F. 11.2 S.F. 33.0 S.F. RD fl CR 3-1 314"X 117/8"LVL HEADER 42"HANDRAIL 1 F BREAKFAST Q U U �o CATHEDRAL CEILING � �m x - - - �,3'0" 10'8" N _ _�, o X W X NOTE: 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. 3456 D.H.WINDOW 3456 D.H.WINDOW I 8080 A I ( 2.ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE ----------------- ---- WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW YORK 3-1 3!4"X 117/8"LVL FLUSH HEAD STATE. 3 2' 10"HDR 3 2"X 10"HDR i i 6"x 6"POST 6'I x 6"POST 3 1 314"X 11 718"LVL HEADER 3 1314"X 11 718"LVL HEADER 2' x 8' 6' I I 3.EXTERIOR WINDOWS&GLASS DOORS SHALL BE INSTALLED IN 1 I DN TO FOUNDATION DN TO FOUNDATION EIL J 1 I � ACCORDANCE WITH SECTION R613.15&ALL GLAZING SHALL COMPLY w 2' x 8' 6' I 1 WITH SECTION R308. C(' im 1 m p T 1 4.WALL&CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION I� o U) Q I R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. I� ° �_ U' 0 1 5.INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE O i_j = i q WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE �\ - ---------------------o cl� i o FAMILY ROOM a \_, i I INSTALLED IN ACCORDANCE WITH SECTION R703.4 I� O o 1 o OPEN TO ABOVE = 1 ( 6.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE o I I x OJ �I w §1 <\ i 1 I WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK MASTER BEDROOM o I N �;� , I, 1 q STATE. 80 9'-0"CEILING HEIGHT o�� 1 F-10 g I 1 7.INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN o C O;o KITCHEN `D J w 1 ` a I 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN _� I I 6 6 T ACCORDANCE WITH SECTION R320 X ��� I iO 9'0"CEILING HEIGHT 14"x 6"POST 1 u� E I 8.THE FIRE-PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE 15-8" 3 O I i DN TO BELOW i WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. , - - - - - - - LINE OF SECOND FLOOR ABOVE - -- - - ,- , _--�- -_-_-_-_ - . - - - _-_-___ I 9.CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE E EC 1 314�i 7T8"LVL FL 1L�H Fi D I 3I4 x�T78"LVL W7'f- 7$ I WITH SECTION RM1502 DET. I 15' _ 1 i 10.IN ALL FRAMED WALLS,FLOORS AND ROORCEILINGS COMPRISING ELEMENTS r, OF THE BUILDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL Lo q rn BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE 5'-0' j ci I ARCH WAY, i I D o WITH SECTION R318 - -� _ co '-. A.7 f9 C UNTER 1 r O - A.7 MS N I c� 0 ------- -W UFPER-CAB X _j Up N � I 1 N [Ell - O o � 0 2068 5'6" _ �'sr6, 5'-0" = LJ_o 0 o 1 CD N �:, 50 C. .M. ECH ELEC. N N U 10 .F.M.MEC ARCH WAY o S.D. mm mmqmmo AR x o co ® ® x J 1 MASTERDT. NI,iQ o N I _ z ELEC. N PANT LA OS.D. �� D W o Lo o M BATH _ T-4" o DET. �� I 1 '� W �cb , ARCH WAY 2468 SARCH WAY ARCH WAY 1 p Io --- ----- ----- �' 1 00 2-2"-X 12"FL HDR 2-2"X 12"FL HDR 2- "X 12"FL HDR I I q 13'-2" I a' SEAL I 7'_6" I I I I - CD 0 ASTEP DOWN \�J RED K. FC co ��N.K. P 'Sid `� Q� tie vo a INSTALL FIBERGLASS �� I I ° FOYER i i LIVING ROOM ' a PAN FOR WASHER& 0 DINING ROOM I I o ° o DRYER. 9'-0"CEILING HEIGHT o 1 1 9'-0"CEILING HEIGHT I 1 9'-0"CEILING HEIGHT q -' - 1 -� VENT DRYER TO EXTERIOR �' - � a - ¢ : - x - i � p =1 1 O 1 1= � 00 N I 9TH 946�O4F of NLS U a U X J U I I X J I I U X J ch a O LL LL d' LL- 01 w � � � � N all N Ila `" o a - o � o II II 2. xg, 6' al N � No II II EIL J I tN O 1 bo < X 0 X 12'-8" 1 11 12'-8" 2� x 8' 6' I 1 0 ' i� iv iv DETAIL"G"A 8 3068 O T C>1 ch FIRE SEPARATION @ GARAGE WALL 17 'q 714"S E CITES 1 I N 21'-0" 3-2"X 10"HDR 2"X 10"HD 3-2"X 10"HDR 6' E T U v ' r----� w 1 "LVL FLUSH HEADER I U w _ 3 1 4 x 11 7/8"LVL FLUSH HEADER I_ _ i _ 3 1_314 x 11 718 _-_-_-_ a co 1 I _ I z L- __J - N 4"STEEL COLUMN W/ Q Q I o ,n r- 24"x 24"x 12"CONC FOOTING (T�P.) TWO CAR GARAGE _ = I C � } - - _ _ of e 06 W uj o I � I a - 4"THICK POURED CONCRETE SLAB WITH _ _ _ _ " I I Lu Z z _ 0 1 �11J 1w 6"x 6"x 1.4 x 1.4 WWM REINFORCINGPOST I I U g W o � IRDER Bo 2"x 12" @16"o.c.� OVER 6 MIL VAPOR BARRIER OVER 3 1 Q m U, _ a FLOOR JOISTS 1 R.C.A.COMPACTED BASE. _____'_'_A60 _co WOO ___GIRDER _ --- " -° _ _ -_-_ - _ -- _ -_-_-_ _-_-_-_-_-_ J = I- w w J 4,000 PSI MIN. i W N 0 "' 1 J - 5/8"TYPE"X"FIRE BOARD ON WALLS - - - - - - - - - -- - - - - -- -- - -- -- - - -- - - - -- -- -- L1J - - - r r J E02 &CEILING OF GARAGE&BOILER RM. - PITCH SLAB TO FRONT V' x I� o wrn ,m V IM 3-2"X 10"HDR 3-2"X 10"HDR 3456 D.H.WINDOW 3456 D.H.WINDOW 0 F- Q U U w 0 5'-10" 10'-0" 6-10" 6'-6" 10'-2" 10'-2" 6'-10" d = M 17- 0 � Oz O 21'-8" 3 '-8" 8'-0" NOTE I > U Q c 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND 0- A.6 A.6 A.5 POSTS ABOVE. J Q 0 63'-4" DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND J - STAIR WELL OPENING.(PROVIDE METAL JTS. W 0 HANGERS AS REQ'D) 0 PROPOSED FIRST F L00 R PLAN DOUBLE ROOF RAFTERS AND TRIMMERS AROUND U Z J II 1/4"=1'-0" SKYLIGHTS(PROVIDE METAL JTS.HANGERS AS REQ'D) (� U 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS W W NOTA L.V.L.,GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO 0 Z FOUNDATION FTG'S AND OTHER STRUCTURAL I- I- 0 ALL EXTERIOR WALLS BEHIND TUBS z Lo INDICATES LOCATION OF SHEAR WALL HOLD-DOWN HOLDDOWN CONNECTION NOTE &SHOWERS SHALL BE INSULATED GIRDERS OR HEADERS AS NECESSARY. L) Q w Z NEW CONSTRUCTION 0BY"SIMPSON"OR APPROVED EQUAL SEE SHEET 11 &FINISHED WITH GYP BD. BEFORE w 0 z - ~ _ ' -HOLDDOWNS SHOWN ON FOUNDATION INSTALLATION OF FIXTURES. 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS p > w U LLl W co (TO BE INSTALLED AS PER N.Y.S.CODE) PLAN ARE CONNECTING FOUNDATION FROM SILL PLATE TO TOP OF TOP PLATE,BEHIND ANY > _ � Q i ------------- TO FIRST FLOOR SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED � U Q 0 Lr) _____________ TO BE REMOVED ALL FASTENERS SHALL BE INSTALLED WITH STRICT HOLDDOWNS SHOWN ON FIRST FLOOR N PORCH'S. (ETC) DWG NO ACCORDANCE W/MANUFACTURER SPECIFICATIONS PLAN ARE CONNECTING FIRST FLOOR EXIST'GSTRUCTURE TO SECOND FLOOR .1T .� �.� . ATTIC ACCESS MUST BE BACKED WITH R-10 RIGID INSULATION. PROVIDE EMERGENCY EXIT HARDWARE ON LEGEND [_E] WINDOW UNITAS PER R.B.C.O.N.Y.S. 2 B C A A.6 A.6 A.5 21'4" 34 0" T-0" 16'-6" 10'-6" TRUE VALLEY 2"x 10" RIDGE 2"x 8"@16"o.c. ROOF RAFTERS 2"X 8"VALLEY RAFTER — — — — — — 2-3446 D H.WINDOW I 2-3446 D H.WINDOW 3-2"Xlb"HDR 3-2"X1 "HDR 131-0" I J 0 0 ° cn ° w � 1 cn w ° cn ° w (00 ('0 EDRO M'#3 - co ° �° u- OP�E�II � ° O � � r r _ z _ 8'-0"CEILIN EIGHT - Z_ - BELOW z O N V- O CV u O N V- r J_ r 0 r J_ r 0 r J r 0 xw x0 xw x0 xw x0 I S.D. 00 DET. N o tOtELEC. I HAND RAIL I C9 Ly- 10�S.D. O g � o � o w c.M I 24"x 48" P.D.S. 0 I N p _ DET. PROVIDE DOUBLE q CD (.0 O � Q I FRAMING D x z 2668 �o�� HALL -- -� HAND RAIL 5'-8„ I D w iv O — N O I I\ 11 RJB r J r a.' N N ° FUTURE ROOM I A.7 6 I \ ' ' BATH POST DN POST I iv w MS i \\i i I TO FOUN ATION o ~ o — — — —— 2-1 3/4"X 14"LVL RIDGE BEAM—_ _ _ _ I _ _�- -� 2 1 /4" 1 "L L IDGE BEAM — — 15Q� C I o J cl�r POST I ® 6 6 2— POST 4'6" OST VENT. i M z x O 20'-10" N o BATH SOD. D W I o QE LO ° ~ ° W I 100 . .M. ECH DET. N I w T p I VEN . / \ _ o _ 2668 MS o Z CN w I s�C p SEAL IVISx 0 I ELEC. 2668 iOt C.M. o __ i ED M �P��v I N V\N �' I C M. 6'-4" SOS DET. X F �E D ARCy DET. cy ��N.K. /J � co WALK cnci � v ; I ° F— o � 0 I9T 9 4 6b Q� o U) o _ _ M BEDROOM #2 r ° CLOSE BEDROOM #1 I F FN�,�� - O - 2 L------------- _ 0 _ � 8'-0"CEILING HEIGHT o z N 8'-0' CEILING HEIGHT o z N r — r u- r — r V- N Xw x0 Xw X0 I N (� 041 I � 13'-0" 13'-0" �' U N C I X — — --I CLOS co II I I "' Q I 3 110"HDR 24681 2..X 10 I 90 I w N ij Y I m w I Lu w 3446 D.H WINDOW 3446 D. WINDO 3446 D. .WINDO I v w l01- - - - - -L _ _ - - - - - - - - - - - -- -- -- - - -L — 0- I I a= IX 0 'r' 2"x 10"@16"o.c. I`" A 2"x 10"@16"o.c. N6-10" 6 10'-2" 10'-2" 6-10" ILL `r CEILING JOISTS VI CEILING JOISTS } �@ 2"x 10" 16"o.c. I 2"x 10" @162"x O.C. 1 TRUE VALLEY TRUE VALLEY W Z cwn U) ROOF RAFTERS I ROOF RAFTERS I 2" 10" RIDGE 34'-0" 2" 10" RIDGE () w ° z � 2"x 8"@16"o.c. 2"x 8" @16"o.c. J CO � w ROOF RAFTERS ROOF RAFTERS w 0 2"X 8"VALLEY RAFTER 2"X 8"VALLEY RAFTER � J LL 2"x 6"@ 32"o.c. 1N COLLAR TIES I 3-2"X'10"HDR I Q L- - - - - - - -- - - -- 046D-HiMI10OA - - - - - - -- - - - - O Q ~ U W 0 = B C A MMIY0 o co A.6 A.6 A.5 LIGHT & VENTILATION REQUIREMENTS 2ND FLOOR 0 Q o CD ROOM NAME AREA LIGHT 8% VENTILATION 4% U, (D -) S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED I S.F.PROVIDED Z_ Z BEDROOM#1 182 S.F. 14.5 S.F. 20.0 S.F. 7.2 10.0 S.F. _I0 0 BEDROOM#2 171 S.F. 13.7 S.F. 18.0 S.F. 10.0 S.F. 9.0 S.F. PROPOSED SECOND FLOOR PLAN BEDROOM#3 143 S.F. 11.4 S.F. 20.OS.F. 5.5 S.F. 10.OS.F. j (�' z UJ 11 1/4"=1'-0" U 1 d 0� w U)i PROVIDE EMERGENCY EXIT HARDWARE ON Q Z LU r m; 17NEW CONSTRUCTION WINDOW UNIT AS PER R.B.C.O.N.Y.S. FE-1 U QLu Z w H — t _ ------------- TO BE REMOVED Of > J � Fw- Q co CL 0 — Q 01 LCA EXIST'G STRUCTURE DWG NO LEGEND 4 � 2 ROOF5"O VENT THROUGH ROOF 5"O VENT THROUGH ROOF JI h h I I I I I I I I 1 1 I I I I I I I I I I 1 I I I 1 1 1 2" I 2" 2" I 1 _ 2" I 2" 2" „ SCRIBE @ WALL TYPICAL j 1 1/2" 1 1 1/2" I 1 1/2" 1 1/2" I I 1 1 1/2" 1 1 1/2" 1 1 1/2" 1 1/2" 1 LF- FIXED WOOD SHELF WOOD BLOCKING 3 SIDES I I 1 i 1 I 1 1 I I W.C. 1 LAV LAV I I I W.C. I LAV LAV IN, N 1 I V-6" SCRIBE WALL TYPICAL r BATHTUB I 1 I @ (TYPICAL) 2nd FLOOR W/SHOWER I BATHTUB I 1'-6" I 1 1 1/2" 1 1/2" 1 1 I I 1 1/2" 1 1/2" —� 1 1/2"DIA.POLE SECURED WOOD BLOCKING 3 SIDES W/FLANGES BOTH SIDES. I I N C.O. 2„ 3" C.O. II I I 2., 3„ v I I _ CC- C.O. 4"STACK 1 1 4"STACK FFIXED WOOD SHELVES I I N I I N 4"STACK i I I I I I :4"STACK :4"STACK co N 1 1 N `� 2" 2" 2" 1 2"0 VENT 1 2"O VENT 2"0 VENT q n r---------1--------------------T------------1-----------------I F----- ------i -------I------- 11/2" ------11/2" 1 11/2" 1 1 1/2" 11/2" 1 1 1/2" 1 1 1/2" 1 1 1 1/2" 1 1/2" 1 11/2" 1 1 1/2" 1 1 1/2" 1 I I 1 W.C. LAV LAV NEW KITCHEN NEW BAR LpV W.C. N BATHTUB 1 WASHER D.W. IST FLOOR I SHOWER 1 1/2" 1 1/2" 11/2. 1 1/2" 1 1/2" i=.A.I.. FINISHED GRADE2" 2" 3" 2" 2" 3" CO C.O. ° ' I TO APPROVED SANITARY DETAIL A& DETAIL C.O. -SEPTIC,IC SYSTEI"i" LINEN CLOSET DETAIL SCALE 112":1'-0" COAT CLOSET DETAIL SCALE 1/2":l'-0" 4"0 C.1. 4" 0 C.1. 4" 0 C.I. 4" 0 C.I. W/SHELVES W/SHELVES 4" C.I. Nouse Trap In Pit W1 Stl Cover CELLAR WATER SUPPLY& DISTRIBUTION NOTE: DRAIN,WASTE&VENT NOTE: 1.SERVICE FOR NEW BATHROOM WILL BE TAKEN MATERIALS FOR DRAIN,WASTE&VENT SHALL FROM THE EXISTING WATER SERVICE. COMPLY WITH TABLE P3002.1 DRAIN,WASTE& TABLE P3111.3 SIZE OF COMBINATION WASTE& 2.WATER DISTRIBUTION PIPING&FITTING SHALL VENT PIPE. COMPLY WITH R.C.O.N.Y.S.TABLE P2904.5 WATER 2-1 314"X 14"LVL RIDGE DISTRIBUTION,FOR MATERIALS&TABLE P2904.6 PIPE FITTINGS,FOR MATERIALS. SHEET 8 CONT RIDGE VENT DETAIL C -------- 11/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(4)8d I COMMON NAILS IN EACH cn RISER DIAGRAM ; ; END OF STRAP. I I 2"x 12"RR 16"oc w 114"= 1'-0" 112"PLYWOOD SHEATHING ------ #15 FELT ASPHALT SHINGLES(AS SELECTED BY OWNER) SEAL 2"X 6"COLLAR TIES C 32"O.C. �,ltRED qh, 2"X 10"CEILING JOISTS @ 16"O.C. N K' 2"X 10"RIDGE STEP FLA:,'-TING 12 CONT RIDGE VENT y na r- -� v �T 11 11/4"x 20 GAUGE GALV. 1 STRAP(TYP.)WITH(4)8d 12 i COMMON NAILS IN EACH ,9 02 1 END OF STRAP. oFO NEW�� P 11 F I ATTIC 2"x 8"RR 16"oc I I 12"O.H. i i LIMITED STORAGE 1 112"PLYWOOD SHEATHING 3"CONTINUOUS SOFFIT VENT #15 FELT HURRICANE CLIP(H2)SIMPSON STRONG-TIE i ASPHALT SHINGLES(AS SELECTED BY OWNER) EACH RAFTER TYP 2"x 6"STUDS 16"oc co 2"x 6"STUDS 16"oc 112"PLYWOOD SHEATHING N 112"PLYWOOD SHEATHING VAPOR BARRIER R-38 INSULATION W/ R-38 INSULATION W/ VAPOR BARRIER �, o __________ 11;2"GYPSOM BRD. 112"GYPSOM BRD. 11�\11�� I -- 3/8"SHELTER WRAP E.P.S., BOARD = L 3/8"SHELTER WRAP E.P.S.BOARD ILL_�� I ------ VINYL SIDING(AS SELECTED BY OWNER) U w VINYL SIDING(AS SELECTED BY OWNER) DOUBLE HEA ���A} 2"X 10"LEDGER BRD.W/SIMPSON LSSU 0 2"X 10"LEDGER BRD.W/SIMPSON LSSU HALL WALK-IN WALK-IN\ HANGER. PROVIDE CONT.ALUM.FLASHING 0- HANGER. PROVIDE CONT.ALUM. FLASHING R-1 91NSULA ION W/ 80 CLOSET CLOSET 2"x 8"RR 16"oc z LO 1/2"PLYWOOD SHEATHING 0 2"x 8"RR 16"0C 112"GYPSU 0 BOARD. R- 9 INSULATION W/ #15 FELT LL 1/2"PLYWOOD SHEATHING ---------- A 8 #15 FELT ---------- DETAIL H i FULL DEPTH 112" PSUM BOARD. ----- --- ASPHALT SHINGLES(AS SELECTED BY OWNER) w y. = z I SOLID BLOCKING FULL DEPTH 12 06 z w ASPHALT SHINGLES(AS SELECTED BY OWNER) A$ 12 1 BRI AN TYP. SOLID BLOCKING 4 2"X 8"CEILING JOISTS @ 16"O.C. W g 0: W � 4 ( NP W/SOFFIT MATERIAL ON UNDERSIDE U m -� _ DETAIL E ______ ------- SHEET 8 HURRICANE CLIP(H1)SIMPSON STRONG-TIE J = - w DETAIL D 0- w N 0 �___ I 12"O.H. J HEADER AS P PLAN N L „ W I 3 CONTINUOUS SOFFIT VENT 12"O.H. i i LEDG R BRD. 2"x ISTS 16"0 LEDGER BRD. 1 3"CONTINUOUS SOFFIT VENT COVERED HEADER AS PER PLAN uj 2"X 8"CEILING JOISTS @ 16"O.C. ``----- PORCH FAMILY( ROOM o FO � - - �'-o° 2"x 6"STUDS 16"OC Q W/SOFFIT MATERIAL ON UNDERSIDE - m 9'-0"CEI 1/2"PLYWOOD SHEATHING Q J HURRICANE CLIP(H1)SIMPSON STRONG-TIE G HE G VAPOR BARRIER J 2"X 8"ACO FLOOR JOISTS W/ACQ DECKING R-19 INSULATION W R-19 INSUL kTION WI 3/8"SHELTER WRAP E.P.S. BOARD (n 112"GYPS BOA 112"GYPSU BOARD. VINYL SIDING(AS SELECTED BY OWNER) Q 1— 6"x 6"POST ANCHORED ON FOOTING 6"x 6"POST ANCHORED ON FOOTING U W A S i i BRIDGING MID SPAN FIRE STOPPI IG BRIDGING @ MI SPAN2"X 8"ACQ FLOOR JOISTS W/ACQ DECKING Oj ~ = co DETAIL Fi 1 1 i I &Yywy 1 1 K R_ 2"X 8"LEDGER BOARD ~ 0 � zz o R-301NSU TION R-301NSULATION GRADE I LAG BOLTED TO DWELLING U Q 0 Ln ` L J GRADE W/112"BOLTS @ 24"O.C. (D 0 I 12"0 x 36"FTG.BELOW GRADE Z Z AND 4"-6"ABOVE GRADE 0 12"0 x 36"FTG. BELOW GRADE2"x 6"CCA SILL LIJ AND 4"-6"ABOVE GRADE "�.' CELLAR `' !*-I ANCHOR BOLTS SEE DETAIL SHEET 2 O o 2"X 8"LEDGER BOARD J TERMITE SHIELD Y II LAG BOLTED TO DWELLING W/1/2"BOLTS @ 24"O.C. - Q '., SILL SEALER � �u � :.: PROVIDE STRAPPING AS PER CODE 0 z W .` 2"x 12"FLOOR JOISTS 16"oc f— Z I- �f, 8"POURED CONC. FOUNDATION WALL WQ - ...• 8"X 16"CONC FOOTING W/2"X4"KEY 0 0 w z v W w c� d _ Q QI r 4"POURED CONC.SLAB W/ W.W.M. DWG NO SECTION VIEW A 5 114"= 1'-0° A.5 12 2- 1 314"X 14"LVL RIDGE CONT RIDGE VENT 1 114"x 20 GAUGE GALV. (� �l STRAP(TYP.)WITH(4)8d i 2"X 12"RIDGE COMMON NAILS IN EACH I SHEET 8 CONT RIDGE VENT END OF STRAP. i I DETAIL C 11/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(4)8d COMMON NAILS IN EACH 2"X 10"CEILING JOISTS @ 16"O.C. ----- 12 END OF STRAP. 11 2"x 12"RR 16"oc 2"x 10"RR 16"oc 1/2"PLYWOOD SHEATHING 115 PLYWOOD SHEATHING #15 FELT #15 FELT ASPHALT SHINGLES(AS SELECTED BY OWNER) �`� ASPHALT SHINGLES(AS SELECTED BY OWNER) R-30 INSULATION 2"X 6"COLLAR TIES @ 32"O.C. R-19 INSULATION M 112"GYPSUM BOARD. 12 F JTURE ROOM 2"x 12"FLOOR JOISTS 16"oc 11 FTN n n II II II II II n II II II II II n R-19 INSULAT ON W/ DETAIL"G"A-8 I I n I I I I I I a I I n I I I I I I I I I I II n II II II II II II it II II II II II 1/2"GYPSUM ARD. FIRE SEPARATION @ BOILER RM WALL I I I I I I I I I I I I I I I I I I I I I I I I I I 2"x 12"FLOOR JOISTS 16"oc I I I I I I I I I I I I I I I I I I I I I I I I I I I II II II II II II II II II II II II II II II II II n II II II II II n u I II II II II n II II II II II n I II II 12"O.H. I I I I I I n II I I II I I I I n I I I II 3"CONTINUOUS SOFFIT VENT I I I I I I I I I I I I I I I I I I I HURRICANE CLIP(H2)SIMPSON STRONG-TIE II II I I I I II I I I I I I I I I EACH RAFTER TYP. I I I I I I I I I I @ R 30 INSULATION W/ n--- 2-2"x 6"TOP PLATE 1/2"GYPSUM BOARD. +. DETAIL"G"A-8 HEADER AS PER PLAN __LL _LT 2"x 6"STUDS 16"1 FIRE SEPARATION @ BOILER RM WALL 1/2"PLYWOOD SHEATHING VAPOR BARRIER MASTER BEDROOM MASTER 3/8"SHELTER WRAP E.P.S. BOARD VINYL SIDING(AS SELECTED BY OWNER) 9'0"CEILING HEIGHT BATH R-19 INSULATION W/ TWO CAR GARAGE 112"GYPSUM BOARD. 314"SUB FLOOR GLUED AND SCREWED 4"POURED Ci C.SLAB W/ W.W.M. 2"x 6"SILL BRIDGING @ MID-SPAN a 2-2"x 6"CCA SILL GRADE R-30 INSULATION GRADE ANCHOR BOLTS SEE DETAIL SHEET 2 „... . J 1[7 TERMITE SHIELD SILL SEALER PROVIDE STRAPPING AS PER CODE :. 2"x 12"FLOOR JOISTS 16"oc CELLAR SHEET 8 2-1 3/4"X 14"LVL RIDGE WOOD GIRDER AS PER PLAN DETAIL C CONT RIDGE VENT 4"STEEL COLUMN W/ i i 11/4"x 20 GAUGE GALV. 24"x 24"x 12"CONC FOOTING (TYP.) i i (TYP.) ( ) p STRAP TYP. WITH 4 8d Z 8"POURED CONC. FOUNDATION WALL COMMON NAILS IN EACH END OF STRAP. w 8"X 16"CONC. FOOTING W/2"X4"KEY ,.... :..: ... . .•.... :.....: .... l J � 1/2"PLYWOOD SHEATHING SEAL 4"POURED CONC. SLAB W/ W.W.M. #15 FELT _ ASPHALT SHINGLES SAS SELECTED BY OWNER) _FAE� K,4 2 X 6 COLLAR TIES L�32 O.C. C�P J��- 12 11 F 12 2"X 10"CEILING JOIGTS @ 16"O.C. 2"X 10"RIDGE '•' o 11 CONT RIDGE VENT SECTION VIEW .. B 2"X 10"RIDGE � 11/4"x 20 GAUGE GALV. A.6 CONT RIDGE VENT STRAP(TYP.)WITH(4)8d ��5'T� 9 4 6��Q`F' 1/4"=1-0 11/4"x 20 GAUGE GALV. COMMON NAILS IN EACH OF NEW END OF STRAP. STRAP(TYP.)WITH(4)8d ATTIC -- COMMON NAILS IN EACH END OF STRAP. 2"x 8"RR 16"oc Ff 1/2"PLYWOOD SHEATHING 2"x 8"RR 16"oc #15 FELT 1/2"PLYWOOD SHEATHING ASPHALT SHINGLES(AS SELECTED BY OWNER) r? #15 FELT ' BIRD. N� I 2x 6STUDS 16oc oASPHALT SHINGLES(AS SELECTED BY OWNER) kt/1 = II ll R 381NSULATION WI R 38 INSULro 0 112"GYPSOM BIRD. 1/2"GYPSOM 2 x 6 STUDS 16 oc 71•L-IyIw VAPOR BARRIER = w 1/2"PLYWOOD SHEATHING �' DOUBLE(HEADER DOUBLE HEADER `� 3/8"SHELTER WRAP E.P.S.BOARD 0 3/8"SHELTER WRAP E.P.S.BOARD '� BEDROOM #2 BATH HALL CL BEDROOM #3 \\�` VINYL SIDING(AS SELECTED BY OWNER) a 2"X 10"LEDGER BIRD.Wd SIMPSON LSSU z VINYL SIDING(AS SELECTED BY OWNER) A 8 8'-0"CEILING HEIGHT 8'-0"CEILING HEIGHT Lo DETAIL H HANGER. PROVIDE CONT.ALUM. FLASHING 0 L 2"X 10"LEDGER BRD.W/SIMPSON LSSU LL R-19 INSULATION W/ 2"x 8"RR 16"oc HANGER. PROVIDE CONT.ALUM. FLASHING 112"GYPSUM BOARD. 12 06 >_ 112"PLYWOOD SHEATHING w = z FULL DEPTH FULL DEPTH z w I �R-l9 IN ULATION W/ SOLID BLOC ING SOLID BLOCKING 4 SHEET 8 #15 FELT W z sn 2"x 8 RR 16 oc 12 i 1/2"G PSUM BOARD. TYP. TYP. BRIDGING @ MID-SPAN ASPHALT SHINGLES(AS SELECTED BY OWNER) (� w °- z � 112"PLYWOOD SHEATHING DETAIL D 00 3 = _ ----__ HURRICANE CLIP(H1)SIMPSON STRONG-TIE Q 0 — cn z #15 FELT ( 1 –j _ �; w o Lo ASPHALT SHINGLES(AS SELECTED BY OWNER) A_g I �_�_ I 12"O.H. W o N J DETAIL E I R-30 INSULATION R-30 INSULATION HEADER AS PER PLAN I i 3"CONTINUOUS SOFFIT VENT 12 O.H. 2"x 12"FLOOR JOISTS 16"oc 2"x 12"FLOOR JOISTS 16"oc 3"CONTINUOUS SOFFIT VENT i 1_p VE OVERE i 2-2"x 6"TOP PLATE LL2"X 8"CEILING JOISTS @ 16"O.C. ---- = 1'0" 2"x 6"STUDS 16"oc QORCH DINING ROOM PANTRY KITCHEN BRKFST. W/SOFFIT MATERIAL ON UNDERSIDE _ 1/2"PLYWOOD SHEATHING J HURRICANE CLIP(H1)SIMPSON STRONG-TIE � 9'-0"CEILING HEIGHT PORCH 9'-0"CEILING HEIGHT CATHEDRAL CEILING VAPOR BARRIER < J 2"X 8"ACQ FLOOR JOISTS W/ACQ DECKING R 19 INSULATION WI 3/8"SHELTER WRAP E.P.S.BOARDco R-19 INSULATION W/ VINYL SIDING(AS SELECTED BY OWNER) w F_ 6"x 6"POST ANCHORED ON FOOTING 1/2"GYPSUM BOARD. FULL DEPTH 1/2"GYPSUM BOARD. Q W SOLID BLOCKING 314"SUB FLOOR GLUED AND SCREWED U BRIDGING @ MID-SPAN NP' FIRE STOPPING B IDGING @ MID-SPAN 2"x 6"SILL 0 F_ M DETAILF I I I I F— O � pz CD R-30 INSU TION R-30 INSULATION 2-2"x 6"CCA SILL > U Q co GRADE I I GRADE ANCHOR BOLTS SEE DETAIL SHEET 2 (D (D I '*�•. I TERMITE SHIELD Z_ Z :D_ L— _J SILL SEALER _j0 O _ ;:; —J J 12"0 x 36"FTG.BELOW GRADE PROVIDE STRAPPING AS PER CODE W 0 � o AND 4"-6"ABOVE GRADE ? CELLAR 2"x 12"FLOOR JOISTS 16"oc 2 Z 11 2"X 8"LEDGER BOARD Y Q LAG BOLTED TO DWELLING 3-2"x 12"GIRDER }, U CU _ W/112"BOLTS @ 24"O.C. 4"STEEL COLUMN WI � W W t. 24"x 24"x 12"CONC FOOTING (TYP.) Z Q LO :.: A. 8"POURED CONC. FOUNDATION WALL w Q t _ 8"X 16"CON TING W/2"X4"KEY o w v w A C.F00 W U z a of 4"POURED CONC.SLAB W/ W.W.M. DWG NO SECTION VIEW C 016 1/4"= 1'-0" A 6 1 2 2-1 314"X 14"LVL RIDGE CONT RIDGE VENT 1 1/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(4)8d COMMON NAILS IN EACH END OF STRAP. 2"x 12" RR 16"oc 112"PLYWOOD SHEATHING 2-1 314"X 14"LVL RIDGE #15 FELT CONT RIDGE VENT ASPHALT SHINGLES(AS SELECTED BY OWNER) 11/4"x 20 GAUGE GALV. 2"X 6"COLLAR TIES @ 32"O.C. STRAP(TYP.)WITH(4)Sd LEND OMMON NAILS IN EACH 2"X 10"CEILING JOISTS @ 16"O.C. OF STRAP. 2"x 12"RR 16"oc 112"PLYWOOD SHEATHING JJJ_ __ _ __ _ __ _ __ __ __ __ __ __ __ __ __ __ __ #15 FELT I I I ASPHALT SHINGLES(AS SELECTED BY OWNER) II II II II II II II 11 II II II II II II II II II II II II II II II II II II N.11 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 1-010 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I I I I I I I I I I H I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2"X 10"CEILING JOISTS @ 16"O.C. ATTIC II II II I II II II II II II II II H---:: II II 11 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 11 II II II II II II II II II 11 II II II II II II 11 II II II II 11 II II II II II it II II II II II II II II II II II II II II II II II II 11 II II II II II II II II II II II II II II II II II II II II 11 II II II II 11 II II II II II II II II II II II II II II II II II II II 11 II II II II II I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2"x 6"STUDS 16 oc HIII 11 I H III Q-38 4SUAMION H i: II In I H 1/2"PLYWOOD SHEATHING ii I II iIiI iIIiII iIIiII iIIiII iIIiII ii ii II ii i ii iii PO� Vr ii 1iII HII iIi VAPOR BARRIER II I II IH II 318"SHELTER WRAP E.P.S. BOARD III I IIII 11 II II II II 11 11 11 1 II II II II IIII H H VINYL SIDING(AS SELECTED BY OWNER) I I I I 11 I I IIII IIII IIII IIII I 11 11 II � II 1 II II I I 1 II II IIIII IIII IIII IIII IIII IIII IIII IIIIII IIIIII 1III1III IIII II II II HALL: I IIII III 1I II II UI J2"x 8"RR 16"OC uD� 1L__1 1L00 ll_ L__L CC�s'�rLL_ yJ1/2" PLYWOOD SHEATHING A-8 JLF T R IR IO III IIIIIIII IIIIIIII IIII IIII I 11 11 11 II 11 III II 11 II II II II II II II #15 FELT ETAIL H ASPHALT SHINGLES(AS SELECTED BY OWNER) _ R 19 INSULATION WI 112"GYPSUM( 1 BOARD. 2"X 12"FLOOR JOISTS 16"oc 2"X 8"CEILING JOISTS @ 16"C. 12'C- I I 111 II I I I I I I I I I I I I I I I I I I I I I I I I I W/SOFFIT MATERIAL ON UNDERSIDE 'T 1 i I I @MID-SPAN HURRICANE CLIP(H1)SIMPSON STRONG-TIE SHEET 8 --------� l - m in I I I I I I I I I I I I I I I 12"O.H. DETAIL D p 3"CONTINUOUS SOFFIT VENIT R 0INSULATION _d DOUBLE FLOOR �_�� 11—__LL--1L__LL__1L--11__JL_—L__1 ___ __—LL 2" 12"FLOOf�JOISTS 16"oc —� JTS.UNDER WALL R 30 INSULATION WI LEDGER BIRD. i 1/2 GYPSUM BOARD. 2-2"x 6"TOP PLATE TYP. HEADER AS PER PLAN ' i i 2"x 6"STUDS 16"oc l 1 I - 112"PLYWOOD SHEATHING 2"x 6"STUDS 16 1'-0° FAMI==Y o KITCHEN MASTER BEDROOM VAPOR BARRIER s 1/2"PLYWOOD SHEATHING 9'-0"CEILING HEIGH �' 9'-0"CEILING HEIGHT 9'-0"CEILING HEIGHT 3/8"SHELTER WRAP E.P.S.BOARD w VAPOR BARRIER o VINYL SIDING(AS SELECTED BY OWNER) 318"SHELTER WRAP E.P.S.BOARD VINYL SIDING(AS SELECTED BY OWNEIR) 112'1GYPSU BIOARDON I. 12"GY UM BOARD. 6"x 6"POST ANCHORED ON FOOTING I I 3/4"SUB FLOOR GLUED AND SCREWED SEAL 2"X 8"ACQ FLOOR JOISTS W/ACID DECKING BRIDGIN @ MID-SPAN FIRE STOPPING—] BRIDGING @ MID-SPAN 2"x 6"SILL I I 2"X 8"LEDGER BOARD `,�EFtED qq LAG BOLTED TO DWELLING WI 112"BOLTS @ 24"O.C. GRADE 2-2"x 6"CCA SILL �; GRADE ANCHOR BOLTS SEE DETAIL SHEET 2 12"0 x 36"FTG. BELOW GRADE '' TERMITE SHIELD o AND 4"-6"ABOVE GRADE SILL SEALER o 2 2"x 6"CCA SILL •'.:: PROVIDE STRAPPING AS PER CODE ,b ti ANCHOR BOLTS SEE DETAIL SHEET 2 '�' CELLAR NN 2"x 12"FLOOR JOISTS 16"oc 9j �2 4 65 TERMITE SHIELD WOOD GIRDER AS PER PLAN SILL SEALER PROVIDE STRAPPING AS PER CODE 4"STEEL COLUMN W/ 2"x 12"FLOOR JOISTS 16" oc 24"x 24"x 12"CONC FOOTING (TYP.) 8"POURED CONC. FOUNDATION WALL 8"POURED CONC.FOUNDATION WALL M 8"X 16"CONC. FOOTING W/274"KIEYA. 8 X 16 CONC. FOOTING W/2n u X4 KEY • .. ,. .... n n T_ N Lu 4"POURED CONC.SLAB W/ W.W.M. U cMo U 4"POURED CONC.SLAB W/ W.W.M. O v w CL F- O 06 w } = Z gZ> L LJ � U W � zIZS� SECTION VIEW � Q (D N z J w D 0- 10 L z 114"= 1'-0" A LL LLl Q U Q J C J ID! Q ~ U w 0 = M ~ 0 � bl zz o U Q o Ln r 0 0 Z Z _j D 0 O w 0 (DTZ -' D Y (Zn J v Q Q' I w 0 O z U)l - Z ~ wZ �_ w0 W D = w wl M a z Q F_ o DWG NO d 7 12 ICE SHIELD: ALCOA RIDGE VENT.INSTALL 2 LAYERS OF UNDERLAYMENTS CEMENTED AS PER MANUFACTURES SPECS. TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET. i ROOF SHINGLES 1"AIR SPACE I I #15 FELT PAPER ROOF SHINGLE. 11/4"x 20 GAUGE GALV. 1"x 2"BLOCKING. 112"CDX PLYWOOD PLYWOOD SHEATHING. STRAP(TYP.)WITH(6)8d COMMON NAILS IN EACH END OF STRAP. I ' #15 FELT PAPER I . 11/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d COMMON NAILS IN EACH I END OF STRAP. SIMPSON 24"MIN. I H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE W/MANUFACTURER SPECIFICATIONSRIDGE BEAM. CATHEDRAL CLG. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 11/4"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN STRAP(TYP.)WITH(4)8d ACCORDANCE W/MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION VALLEY FLASHING COMMON NAILS IN EACH EXISTS ALL FASTENERS SHALL BE INSTALLED WITH STRICT END OF STRAP. ACCORDANCE WI MANUFACTURER SPECIFICATIONS LSSU "SKEWABLE"CONNECTOR �[ DETAIL "A" DETAIL "B" BY SIMPSON OR APPROVED EQUAL. gn� D ETA I L .I CII n!� DETAIL .I II D ICE SHIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. R.905.27.1 SHEATHING SIDING 5/8"TYPE"X" GYPSUM BOARD FLASHING CONTINUOS VENT USE A MINIMUM OF 5/8"TYPE"X" GYPSUM BOARD _ TWO 8d NAILS THIS SIDE OF TRUSS. M 1/2" TOTAL 4-8d NAILS BACK-FLASHING � 1 1/4"AIR SPACE INTO TRUSS. " �� 2 x 4 FRAMED WALL. (TYPICAL) 112"MIN. BLANKET INSULATION 314"AIR SPACE R-15 MINERAL FIBER INSULATION ROOF RAFTER BETWEEN HEATED& NON-HEATED 314"T LAG BOLTS TOP BOTTOM @ 24"O.C.MAINTAIN '' • SPACES. 2"EDGE @ END DISTANCES. 2-8d NAILS INTO PLATES U) 8-8d NAILS INTO STUD Simpson Strong-Tie GARAGE HABITABLE SPACE O H7 ZPRE-MOLDED > EXPANSION JOINT. w SEAL DETAIL "E''' DETAIL "F" y - DETAIL "G" Ai& DETAIL "H11 CED qqc RAFTER TIE TYPICAL DETAIL FOR ALL N.T.S. N.T.S. FIRE SEPARATION @ GARAGE WALL N.T.S. ROOF VENTILATION N.T.S. �� J�1.N K• 1 HOUR RATED UL Design No.U333 v .- .. clj9T� 2 4 NEw , COVERED PORCH DETAILS M N N w chY U `o w � = w 14-16d COMMON NAILS 0 U (BEAM) HEADER AS a • 14-16d COMMON NAILS NOTED ON PLANS z • • • (BEAM) • I0 "' •• % • ' 06 w �- = z LU 14-16d COMMON NAILS SIMPSON STRONG-TIE •. S SIMPSON STROING-TIE W (POST) AC6R 14-16d COMMON NAILS AC4 � z Of W U w j Z � (POST) POSTING AS N(OTED J CD F U) w ON PLAN a Lu C.0 w N o Lu r— •— J tL LL TECO'S 2"x6"R.R.@ 16"O.C. LLI 74"R.R.@ 16"O.C. 3-10d COMMON ____ SI SON Of U 1/2"LAG.BOLT I'I ST PIPING @ 16" Q 57 J @ 24"O.C. CD SIMPSON 12T 2"x6"CJ.@ 16"O.C. FILLER TRIP 6-8d COMMION EA. IDE F- 2-2"x10"HEADER V U W L �112°LAG.BOLT DECORATIVE MOLDING F_@ 24"O.C. TECO'S PORCH/RAFTER/GIRDER M PORCH COL. TO HDR. @ ~ 0 W ° o COV. R.R./G.J. TO DWELLING ROOF CONNECTION CONNECTION DETAIL U Q o L6 PORCH Ms. (D (D � Z Z 2"x6"DECKING 2"x 6"FLOOR JJTS @ 16"O.C. J 0 0 DECORATIVE MOLDING 2 2"x 6"HEADER W _j w CD 74"DECKING 4"x 4"POST AMCHORED ON O �- 2"x 6"FLOOR JTS @ 16"O.C. 10"0 x 36"FTG..BELOW GRADE z w I I 6-8d COMMION AND 4"-6"ABOWE GRADE 0 00 Q � W _� 1/2"LAG.BOLT 3-10d COMMON II 6-8d COMMION Q z L1.1 N I @ 24"O.C. FILLER STRIP �� AB POST BASE BY SIMPSON Z F- 0 �_l w LO Z TECO'S w O w � U w wI co tY : zF__ H r PORCH COL'S TO HDR. PORCH DETAIL TO HDR. $ �" " — Q ~ 0 PLJ TO DWELLING CONNECTOR POST W/ Ell CONNECTION DWG NO 8 12 0 M CONTINUOUS RIDGE VENT RIDGE HEIGHT ABOVE PROPOSED GRADE CONTINUOUS RIDGE VENT HAI AL -- ------------------ —F1.ASHING FINISHED CEILING ------------------------ ------------ ------- ---- ------------- ------------ WINDOW HT o zo M ---------------------- KNEE WALL 0 —SIDING AS co F FF PERM ST P CONT-------------------------------=-------------------------------- ----------------------- FL H1 12 _4_ISH FLOOR --� 4 - ------ PPH FINISHED CEILING INDOW HT ® 6"X 6" POST W/DEGO COL. LILILL L LL0 42 L 1 k� 11 42" ANDRAIL 4 M FINISH _FLOOR --- r RIDGE HEIGHT ABOVE PROPOSED GRADE o Ln GRADE GRADE 12 LATTICE LATTICE WORK i I I I I I I I 111 I WORK I I I I 8"POURED CONC.FOUNDATION WALL I I —12"0 x 36"FTG.BELOW GRADE I I I I I —j 12"0 x 36"FTG.BELOW GRADE SEAL AND 4"-6"ABOVE GRADE---Ir— i i i I i i AND 4"-6"ABOVE GRADE �L-----------------,---„------------- ��------------------_4 I I I I __-___ 8 X 16 CONC. FOOTING W/2 X4 KEY I L_J L_J L_�I I L_J L---------- --------------------------------------- -i EF;ED,4,yo N.K. T y� 8”POURED CONC. FOUNDATION WALL I I �w Fy2 12 o I11 i----------------------------------------- ----------------i i �I 9465 Q� L-------- 8 X 16 --- FOOTING W/2X4 KEY `l ----------------------------------------------- -------L----� CONTINUOUS RIDGE VENT SIDING AS coM N PER OWN_ FRONT ELEVATION ------- 1/411= 11 -011 FINISHED CEILING U = w FN 66\ H —.__ Jio 0 M -- ---------------- Z K 0 (D UL C,6 w = z `* z ui H 12 CONT_ALUM_FLASHING 12 U g z FINISHED OOR _ 4 Q 0 U z J � co L o FINISHED CEILING - — W J WINDOW HT ; u- i uj CD M DEC "POST U AS I CO CO J It-A 1�PER OMER 42"MANDRA 42"HAN D U Q ~ L3 rcu-1 U w 0 FINISHED F-OOR 0- = ----- -------- M ~ 0 �z o U Q o GRADE GR DE O (D LATTICE WORK I I I I LATTICEWORK,' I I I 4 LATTICE WORK I Z Z_ Z) I I I I I I I I I I I J 0 0 o I I I I I I I I I I I I Q CO cn I i i i i ���12"0 x 36"FTG. BELOW GRAD i i ~�12"0 x 36"FTG.BEIiOW GRADE ii "o W U , " I I I I AND 4"-6"ABOVE RADE +��' � -------------� �------------------I I I I AND 4-6 ABOVE GRADE—,— I L-------------�L-----------------� -J L_J L_J I L_J � L- = Z II w 8"POURED CONC. FOUNDATION WALLS i � W w I I I I 0 z w 0 � Q � � I I I I w O Z = I I I I O0 > w U LLJ wl C� -------------------------J--------------_---1 1 Q r r�-----------------$ X 16"GONG. FOOTING W%2"X4"KEY T--------- r----------------------- a F- U — Q o L--------------------------------------------------------------------I--------------------1----------L------------------------� DWG NO 4 RIGHT SIDE ELEVATION 9 1/4"= 11-011 12 CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT MET 51 HALT—SHINI(I PCZ --------------------------------- FINISHEDCEILING ------------------------ 10ESMIEL13— leE 81 ME HHHHLD ------------------- c KNEE WALL ZD STEP ------------------ -------- ---------------------------------- -------- ----------------- FLASHING r FINISHED OOL __ 41I2 ---------------- FINISHED CEILING WINDOW HT vv 11 HT 6"X 6"POST _ W/DECO COL. III III IF C? 42" �DRAIL 4 PER OWNER 0 FINISHED F OORLiuu JLL --------------------------------------------------------- ------- ••-- Z RIDGE HEIGHT ABOVE PROPOSED GRADE o GRADE GRADE w LATTICE WORK I I I 12"0 x 36" i FTG. BELOW GRADE II SEAL 12 AND 4n-6"ABOVE GRADE 8"POURED CONC. FOUNDATION WALL L-J co N.K. q 12 i i 8"POURED CONC. FOUNDATION WALL � \ i � \ I I I I I \ i i i I I "�j� 4 6 5 T -----------rL------------------------- ---------- ---------J, NEW`r ' 8"X 16"GONG. FOOTING WI 2"X4"KEY 8"X 16"GONG.FOOTING WI--- KEY / \ 12 12 �— ' CONTINUOUS RIDGE VENT REAR ELEVATION / \---------- 114"= 1'-0" M ' \ I N N w ------NISHED----CEILIN--G---------------------- FI -I----NDOW HT-------------------- ' FRI O \ I I ------------------- / Z KNEE WALL I I 0 L., ZD L ti 'v ----- 06 Z } w z \ ------ I W z cn U) 12 U w � z = FINISHED FLOOR 4 _ J ( c) z _ w w Lu Lr) o ------------- w L = q1MING AS J ----------------- PLATE HEIGHT ------------ WINDOW HT CD Q oo-1 U PER OWNER Q J U) GA AGED R GARA DOOR < Q 0 U U W O � E- FINISHED F OOR U o CO � = co Q O GRADEL11LIL] RADE Z Z 0 L----- --------------i L------- ----------i I 0 DROPPED FOUNDATION i J p O I q J --I ih w I ------------------------------------------------------------1 Q Q i I I 8"X 16"CONC. FOOTING W/2"X4"KEY r------------------------------------------------------------ j p Y Z J II 8"POURED CONC.FOUNDATION WALL i U Q Q Z Q r- I I- Cn Q w Z I i w Q F — _ I p W p U w w co < r d �- U — Q ~ I L-------------------------------- X 16"CONC. FOOTING WI 2"X4-KEY -----------------� DWG NO LEFT SIDE ELEVATION 10 1/4"= 1'-0" 12 GENERAL NOTES 4. CONTRACTOR AND OR RESPECTIVE SUBCONTRACTORS SHALL BE CORNER HOLD-DOWN CONNECTION RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 1. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, PROVIDE STRUCTURAL CONNECTIONS @ EACH CORNER OF DWELLING @ EACH FLOOR PRIOR TO CONSTRUCTION AND PRIOR TO ORDERIWG MATERIALS. DISTORTIONS, AND DISALIGNMENT ACCORDING TO ALL APPLICABLE 2. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE CODES, STANDARDS, GOOD CONSTRUCTION PRACTICES. SCALED DIMENSIONS. 5. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE WORK NOT 3. RECORD ARCHITECT/ENGNEER OR DESIGN CONSULTANT ARE NOT CONSTRICTED ACCORDING TO THESE PLANS OR NOT UNDER HIS RESPONSIBLE FOR SUPERVISION, INSPECTION OR ADMINISTRATION PERSONAL SUPERVISION. FIRST FLOOR ATTACHMENT OPTION5 OF THIS CONSTRUCTION PROJECT. 4. ALL CONCRETE STRENGTH -so-cli t0 BE IN ACCORDANCE WITH R-4022 EIEC. S.D. = SMOKE DETECTOR = S.D. DETECTOR 5. FOUNDATIONS AND FOOTINGS ARE SIZED FOR BEARMG ON VIR3N "SIMPSON"PHD5HDQ8 OR_ SOIL AT MN. BEARING CAPACITY OF 1 TONS PER SQUARE FOOT DET. = CARBON MONOXIDE = C.M. DETECTOR "SIMPSON"PHD5 NAIL COMMON "SIMPSON" " 2-16d COMMON NAILS @ 6"O.C. ° S2 D BEARING ON WITH A MINIMUM OF 3'-0" COVER NAILS @ 6"O.C. FOR FULL LENGTH SECTION R313 o° FOR FULL LENGTH OF STUD WALL STUD b. ALL WOOD FRAMING, INCLUDING:COL"S,POSTSGIRDER$,BEAMS, SMOKE ALARMS AND AUTOMATIC SPRINKLER SYSTEM OF STUD JOISTSATUDS ETC. TO BE HEM FIR No] OR BETTER WITH: 8313.1.1 SINGLE and MULTIPLE-STATION SMOKE ALARMS. ° Fb= 1,200 PSI SINGULAR SINGLE-and MULTIPLE-STATION SMOKE ALARMS SHALL BE °`° BLOCKING @ Fba 1,400 PSI REPETITIVE INSTALLED M THE FOLLOWING LOCATIONS: " ; °o. I ENDWALL BLOCKING @ OR I. STRUCTURAL STEEL t0 BE ASTM A3bpETAILED,FABRICATED I. N EACH SLEEPING ROOM. ENDWALL �� " AND ERECTED AS PER A.LS.C. 2. OUTSIDE OF EACH SLEEPING AREA M THE IMMEDIATE VICINITY OF THE BEDROOMS. ONE#4 8. WOOD SILLS t0 BE 2-2"xb" ACQ OR EQUAL. ANCHORED 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING WITH 1/2" 11 DIAMETER x 12" LONG ANCHOR BOLTS. REFER TO ANCHOR BASEMENT AND CELLARS BUT NOT INCLUDING CRAWL SPACER a a REBAR ' a a � a as `� t� a BOLT SPECIFICATION DETAIL 'FOR REQUIRED SPACING OF BOLTS. AND L NNHABIT15LE ATTICS. IN DWELLINGS, DWELLING UNITS W/SPLIT a a as LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT a o 9. ALL HEADERS t0 BE SUPPORTED ON DOUBLE STUDS OR 4"x4" POSTS LEVELS,4 SMOKE ALAFd"I INSTALLED ON THE UPPER LEVEL SHALL a a' NOTE: UNLESS OTHERWISE NOTED 341LIAN 16. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER ALL STRAPPING,ANCHORS,HOLDOWNS,& a LEVEL IS LESS THAN ONE: FULL STORY BELOW THE UPPER LEVEL. 518" 0 THREADED ROD EMBEDDED ADHESIVES TO BE INSTALLED AS PER �� 10. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR 12112"INTO CONCRETE MANUFACTURER'S SPECIFICATIONS F OPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING PARALLEL WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED TO SAME. WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE 3o%1'iy 30� INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE 11. BRIDGING TO BE EITHER FULL DEPTH 2"x SOLID OR I"x3" OR 18 GAUGE ALARM WILL ACTIVATE ALL OF THE ALARMS M THE INDIVIDUAL UNIT. CROSS BRIDGING,,w MID-SPAN OF FRAMING BAY AND NOT EXCEEDING THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER V-0" ON CENTER BACKGROUND NOISE LEVELS WITH INTERVENING DOORS CLOSED. 12. ALL HEADERS TO BE 2-2"x8"UNLESS OTHERWISE NOTED. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED M ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE DETAIL 13. THE TOP AND BOTTOM OF JOISTS SHALL NOT BE NOTCHED MORE WARNING EQUIPMENT PROVISIONS OF NFPA 12 THAN 2 INCHES. 83132 SMOKE ALARM AND CARBON MONOXIDE ALARMS IN EXISTING DWELLINGS CORNER CONNECTION FLOOR TO FOUNDATION N.T.S. 14. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. EXISTING DWELLINGS UNDER30ING REPAIRS,ALTERATIONS, CHANGE OF NOTE: OCCUPANCY,ADDITIONS OR RELOCATION SHALL BE PROVIDED WITH SMOKE ALL STRAPPING,ANCHORS, 15. ALL WOOD FRAMING ANC 4M FOR BEAMS)OISTS,RAFTERS,ETCTO BE ALARMS AND CARBON MONOXIDE ALARMS AS REQUIRED BY APPENDIX J. HOLDOWNS, & is GAUGE MIN. GALVANIZED STEEL MFG. BY "TECO" CO. COLLIESSW. ADHESIVES O BE INSTALLED AS z (800-b38-5989) OR SIMPSON STRONG-TIE CO. PLEASANTON CA. PER O (800-999-5099fiOR FLUSH STRUCTURAL CONNECTORS. MANUFACTURER'S SPECIFICATIONS w tb.FOR 4" POURED CONCRETE SLAB PROVIDE b"xb" 10-Toga. W.W.M. OVER ENERGY CODE NOTES: b MIL. POLYETHYLENE VAPOR BARRIER ON b" WELL COMPACTED SAND HOLDOWN CONE-CTION SEAL AND GRAVEL FILL. 1. THESE PLANS ARE IN STRICT CONFORMANCE WITH THE RESIDENTIAL CODE OF SECON17 FLOOR ATTACHMENT OFTION5 11. ALL CONCRETE HAUNCH FOOTIMKsS TO BE PROVIDED 2-�5 CONTINUOUS NEW YORK STATE PARI IV ENIERGY CONSERVATION '�hED"SIMPSON"CMSTC16 AR C' REINFORCMCs RODS. CHAPTER II ENERGY EFFICIENCY. EFFECTIVE DATE JULY i, 2010 12"BEARING ON " " �O��J� N.K. F'S% SIMPSON HDQ8 OR L T L FOUNDATION WALLS BELOW GRADE 2. FOR SLAB ON GRADE CONSTRUCTION PROVIDE PERIMITER RIGID INSULATION NAL d COMMON "SIMPSON"PHD6 S @ 6"O.C. ; WALL STUD 2-16d COMMON 2 18. THE EXTERIOR SURFACE OF AL R-9 MINIMUM 48 LONG,PLACED VERTICALLY OR HORIZONTALLY. o �+ v (EXCEPT SLAB AREAS) SHALL BE DAMPROOFED WITH AN ELASTIC COAL ; o °° NAILS @ 6"O.C. w to TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. FOR FULL LENGTH 3. ALL HVAC PIPES IN UNHEATED SPACES TO BE NSULATED IN ACCORDANCE WITHo °° OF STUDBLOCKING s� 19. GRADING TRU AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND TABLE N1103B USEA2" MINIMUM THICKNESS FOR FLUID TEMP. 2017-2507 ENDWALL @ F IN I" MINIMUM THICKNESS FOR FLUID TEMP. 120T-2007 q s a Q. INTO EXISTING CONTOURS,MAXIMUM SLOPE 0 3:1. 4. FIREPLACES SHALL NAVE A BUILDING PERMIT SEPARATE FROM THE 20. FIREPLACE FOOTINGS SHALL EXTEND b" FROM FOUNDATION ON ALL SIDES "BUILDING" BUILDING PERMIT AS PER RESIDENTIAL CODE OF NEW YORK STATE. ,�� BLOCKING @ II �� ENDWALL AND SHALL BE 12" THICK 5. FIREPLACES t0 BE EQUIPPED WITH FIRE-RATED DOORS,TIGHT DAMPER °° 21. PROVIDE COMBUSTION AIR VENTS AS PER RESIDENTIAL CODE VENTING AND DAMPERED COMBUSTION AIR VENTED FROM THE OF NEW YOi�: STATE. EXTEROR 3/4150 TO 200 CFM MNIMUM7i. °° N o ° l = ch Y b. TEMPERATURE CONTROLS MAY NOT EXCEED 12'F FOR HEATING 2-16d COMMON 22. SMOKE-DETECTING ALAN"( DEVICE INSTALLED SHALL CONFORM WITH AND 18'F FOR COOLI1JCx. NAILS @ 6"O.C. 0 w SECTION 8313 OF THE RESIDENTIAL CODE OF NEW YORK SLATE. FOR FULL LENGTH "SIMPSON"HDQ8 OR REFER TO "SMOKE DETECTOR"_NOTE IN BOX ON THIS SHEET. 1. U-FACTOR FOR EXTERIOR DOORS MAY NOT EXCEED 035a OF STUD "SIMPSON"PHD6 � 23. REGARDLESS OF WINDOWS INDICATED IN DRAWS, PROVIDE At LEAST ONE S. ALL WINDOWS, DOORS, SILLS,OPENINGS, ETC. SHALL BE ADEQUATELY 0 INGLo CAULKED, SEALED AND WEATHERSTRIPPED. WINDOW IN EACH SPACE, (EXCEPT KITCHENS)FOR EMERGENCY ESCAPE, , U- REFER TO "WINDOWS " OTE N BOX ON THIS SHEET. ENERGY CODE NOTE: NOTE: 06 w Z ALL STRAPPING,ANCHORS,HOLDOWNS,& w g Z U) FOR NEW YORK S'TATE ENERGY CODE ADHESIVES TO BE INSTALLED AS PER U w °- z 24.MINIMUM AREA OF GLASS AND VENTILATION FOR HABITABLE SPACE SHALL MANUFACTURER'S SPECIFICATIONS "SIMPSON" Q c z BE 890 OF FLOOR AREA FOR GLASSAND 4% OF FLOOR AREA FOR VENTILATION COMPLIANCE. REFER TO ATTACHED 5HEET5 OF sTHD14RJ a � N o SECTION 8303RE-CHECK, CALCULATIONS. WALL STUD W 25. ALL GLAZING SHALL CONFOR I TO SECTION 8308 "GLAZING" NOTE: OF THE RESIDENTIAL CODE OF NEW YORK STATE. LL_ LAMINATED VENEER LUMBER "SIMPSON"MEMBERS TO BE "SIMPSON"HDQ8 OR 26. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1.9E MICROLLAM TO BE MANUFACTURED BY "SIMPSON"PHD6 U RESIDENTIAL CODE OF NEW YORK STATE AND ITS ADOPTED GENERALLY TRUS JOIST MacMILLAN (TJM).ALL BUILT-UP LVL MULTIPLE o Q J ACCEPTED STANDARDS. MEMBERS TO BE JOINED USING "NAILED CONNECTION" METHOD, 21. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED TU10 ROWS lbd COMMON WIRE NAILS g12" ON CENTER ,,y -'' Q U AS MQUIRED BY NYS CODE. CAST IRON PIPE SHALL CONFORM WITH MINIMUM BEARING - 3 EACH END. REFER TO MFG. .,y LOCAL CODE REQUIREMENTS WITH APPROVED JOINTS, PIPE SUPPORTS AND SPECIFICATIONS FOR COMPLETE DETAILS. �. U I I CLEANOUTS. �; %' H cf� U o co 28. HEATING AND COOLING DESIGN SHALL COMPLY WITH A.S.H.R.A.E. - z O TABLE 84022 2-16d COMMON �j (� Q mo Ln STANDARDS. M'YWIIM SPECM COMPRESSIVE SIRETIGTH OF CONCRETE NAILS @ 6"O.C. z z a FOR FULL LENGTH Z Z 29. ELECTRICAL DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE M Uc) OF STUD J - 0 - TYPE OR LOCATION OF CONCRETE CONSTRUCTION Potmtld �W _j � p NATIONAL ELECTRIC CODE 3/4NEC76. N°¢b*o Moderate Soren "SIMPSON"HDQ8 OR Ir- 0 (D BASEMENT WALLS, FOUNDATIONS AMD OTHER 2,500 2.500 2,500 "SIMPSON"PHD6 p Z w 11 IMPORTANT NOTES: CONCRETE NOT EXPOSED TO THE WEATHER. U (D Q `� BASEMENT SLABS AND INTERIOR SLABS ON ?.500 ?.500 Zoo ll� W W 1. THE RECORD ARCHITECT OR ENGINEER ARE NOT RESPONSIBLE FOR EXCEPT GARAGE FOUNDATION sues. FLOORz o PROJECT SUPERVISION, INSPECTION OR ADMINISTRATION OF THIS BASEMENT wAlls, FouNOATION wAlls, E(TERIOR WALLS AND OTHER VERTICAL CONCRETE WORK 2,soo 3.000 d 3,000 d � � Q w Z `n CONSTRUCTION PROJECT. EXPOSED TO THE WEATHER. DETAIL Ai&h, Lu w0 � w w � PORCHES, CARPORT SLABS AND STEPS EXPOSED 2. ALL WORK SHALL COMPLY WITH THE RESIDENTIAL CODE OF TO THE WEATHER, AND GARAGE FIOOR SLABS 2.� 3,000 de 3,500de CORNER CONNECTION FLOOR TO FLOOR a ~ v Q N.T.S. NEW YOFJK STATE, LOCAL CODES AND ORDINANCES HAVING JURISDICTION. FOR 9: t POUND PER SQUARE INCH - 6,895 Wo DWG NO a. AT 28 DAYS pal. 11 3. NO WORK TO COMMENCE UNTIL APPROVAL HAS BEEN OBTAINED FROM b. SEE TAM R3o1.2(1) FOR WEATHERING POTENTIAL THE BUILDM DEPARTMENT OF THE MUNICIPAL AUTHORITY HAVING c. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRMNEO CONCRETE IN ACCORDANCE VATH FOOTNOTE d 12 JURISDICTION AND ALL NECESSARY PERMITS HAVE BEEN SECURED. d CONCRETE SHALL BE AIR ENTRAINED. tOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCREM) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. e. SEE SECTION R402.0 FOR MINIMUM CEMENT CONTENT. SLOSINS a t N1�4LL GENERAL NOTES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GENERAL FASTENING SCHEDULE M080-PLA70W PlIll 0R.Y REFER TOTAB LER301.21 OF THE RESIDENTIAL CODE OF NEW YORK STA El RESIDENTIAL CODE OF NEW YORK STATE SPLICING OF TOP PLATE WIND SUBJECT TO DAMAGE FROM ICE SHIELD AIR GENERAL: GROUND SEISMIC DESIGN WINTER FLOOD SNOW LOADDEPTH°CATEGORY FROST LINE DESIGN TEMP HAZARD UNDERLAYMENT FREEZING R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC TOP PLATE SPLICE LENGTH 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING SPEED°(MPH) WEATHERING ° TERMITE DECAY REQUIRED INDEX OP PLATE SPLICE REQUIERMENTS TOP PLATE SPLICE REQUIERMENTS WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 110 MILES PER HOUR FOR WIND-EXPOSURES B&C- FOR WIND-EXPOSURES B&C- DEPARTMENT. r45 PSF 110 mph C SEVERE 3 FEET MODERATE ODER T E 11° YES N.A. I]E (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. ALL OTHER CASES ONE STORY SLAB ON GRADE 2. ALL WORK SHALL CONFORM TO N.Y.S.,AND LOCAL BLD.CODES TO HEAVY MODERATE 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE ATTIC1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED 301.6 AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION DIMENSION(ft.) LENGTH(ft.) DIMENSION(ft.) LENGTH(ft.) ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY TABLE THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); BLOCKING 2 BAYS 12'-0" 2'-0" 12'-0" 3'-0" MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS BACK @4'-0'O.C. CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY STRUCTURAL MEMBER ALLOWABLE ARISING THEREFROM. [REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATEI DEFLECTION _0116'-0" 3'0" 16'0" 4'-0" J 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS RAFTERS HAVING SLOPES GREATER THAN U180 J FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. USE LIVE LOAD DEAD LOAD WITH NO FINISHED CEILING ATTACHED TO Q 20'-0" 4'-0" 20'-0" 5'-0" 60 psf 10 psf RAFTERS 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EXTERIOR BALCONIES 24'-0" 4'-0" 24'-0" 6'0" DECKS 40 psf 10 psf INTERIOR WALLS AND PARITIONS H/180 SECOND FLOOR w 28'4- 5'-0" 28'-0" T-0- 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT FLOORS AND PLASTERED CEILINGS U360 -1 W 32'-0" 6'-0" 32'-0" 8'-0" TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT 0'R ENGINEER. ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 1D psf ALL OTHER STRUCTURAL MEMBERS U240 �� BLOCKING 2 BAYS o EXTERIOR WALLS WITH PLASTER OR 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) 20 psf 10 psf STUCCO FINISH H/360 i ' BACK @ 4'-0"O.C. 1 TABULATED SPLICE LENGTHS ASSUME TOP PLATEPLATE 36'-0" 7'-0" 36'-0" 9'-0" CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS-WIND LOADS WITf� CONNECTIONS USING 2-16d NAILS PER FOOT,FOR SHHO-TOP ORTER SPLICE U240 8. THIS SET OF PLANS IS THE PROPERTY OF TERN DESIGN GROUP.AND IS SLEEPING ROOMS 30 psf 10 psf BRITTLE FINISHES ®INTERIOR ZONE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8'-0" 40'-0" �E4 PROVIDE AN EQUIVALENT NUMBER OF NAILS FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT STAIRS 40 psf 10 psf EXTERIOR WALLS-WIND LOADS WITI� 50'-0" 10'0" 50'-0" 13'-0" CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY 200 psf 10 psf FLEXIBLE FINISHES U120 ®PERIMETER ZONE FIRST�LoOR 2 TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN GUARDRAILS AND HANDRAILS EXPOSUER B 60'-0" 12'-0" 60'-0" 16-0" WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP12 ps - GABLE WALL ROOF LOADING(LIVE=GROUND SNOW LOAD ATTIC NOTE:L=SPAN LENGTH,H=SPAN HEIGHT. NOTE: 3 TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 70'-0" 14'-0" 70'-0" 19'-0" 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ADJUSTMENTS AS PER TABLE R301.5 OF THE 45psf 1.FOR GABLE ROOFS 10°TO 45°PITCHES (EDGE ZONE) BLOCKING 2 BAYS HEIGHTS FOR OTHER WALL HEIGHTS,H THE TABULATED UNIT RESIDENTIAL CODE OF NEW YORK STATE) 15 psf FOR a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 BACK @ 4'-0"O.C. a LATERAL LOADS SHALL BE MULTIPLIED BY H/8 IS RESPONSIBLE FOR DESIGN INTENT ONLY. TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE 2.SEE FASTENING SCHEDULE A FOR NAILING 80'-0" 16'-0" 80'-0" 22'-0" 4 TOP PLATESHALL BE A MINIMUM F STUD GRADE MATERIAL 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE OF THE DETERMINING DEFLECTION LIMITS HEREIN. IN EA.ZONE BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF STRAPPING SCHEDULE A ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS NOTE:THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS A THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS (SEE SECTION FOR STRAPPING AND REQUIREMENTS. NAIL IN6 AND STR>4PPING * * ALL STRAPPING TO BE 1 14 X 16 GAUGE STL TO BE FOLLOWED. 12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED SECTION FOR ROUGH OPENING FRAMING REQUIREMENTS) CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION ALL NAILING IS A GENERAL SPECIFICATION IT APPLIES UNLESS NOTED OTHERWISE ��SIMPSON�� EQUIVALENT- CS16Z (COILED STRAP) L THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. ROOF & CEILING FRAMING 12" MIN. BEARING U3 ;-f-U3 I I 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. RAFTER TO TCP PLATE(TOE-NAIL) SEE DETAIL PER RAFTER 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION CEILING JOIST TO TOP PLATE(TOE-NAIL) SEE DETAIL PER JOIST SHALL BE IN ACCCORDANCE WITH SECTION R316. AT RAFTER TO RIDGE CONNECTION @EACH T NO NOTCHES I I 15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE DETAIL EACH LAP t D/6 MAX. I PERMITTED p FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP I EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 CEILING JOIST LAPS OVER PARTITIONS(FACE-NAIL) 2-16d COMMON EACH LAP FOR NOTED COLLARICLG TIE- 3 10d COMMON NAILS @ EA. I I 16.THIS PROJECT COMPLIES W/THE 2010 RESIDENTIAL CODE OF N.Y.S.AND COLLAR TIE TO RAFTER(FACE-NAIL) SEE DETAIL PER TIE I I D/6 MAX. MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, BLOCKING TO RAFTER(TOE-NAIL) 2-8d COMMON EACH END PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 32, ) 12 ELECTRICAL SYSTEM COMPLIES CHAPTER 33 THROUGH CHAPTER 42 RIM BOARD TO RAFTER(END-NAIL) 2-16d COMMON EACH END -� SIMPSON STRONGTIE FLOOR JOIST-CENTER CUT CARPENTRY: WALL FRAMING ALTERNATE H7 AT RAFTER TO TOP PLATE TO STUD CONNECTION. @16"D.C. TOP PLATE TO TOP PLAT(FACE-NAIL) 2-16d COMMON PER FOOT COLLAR TIE �_ D/4 MAX. 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) -� � FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP TOP PLATES AT INTERSECTIONS(FACE-NAIL) 4-16d COMMON JOIST-EA.SIDE FOR TOENAILING- 5 B d COMMON NAILS 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) FOR C.J.TO R.R.- 11 16 d COMMON NAILS(FOR 5 PITCH) D STUD TO STUD(FACE NAIL) 2-16d COMMON 24"O.C. ALTERNATE 9 16 d COMMON NAILS(FOR 8 PITCH) 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.Q.WOOD HEADER TO HEADER(FACE-NAIL) 16d COMMON 16"O.0 ALONG EDGES CEILING TIE FOR CLOF EA.PLATE TO PLATFORM ABOVE- 1 19d COMMON NAILS @ 16"O.C. Dl3 MAX. 2-2"x 6" U.O.N. TOP OF BOTTOM PLATE TO STUD(END-NAIL) 2-16d COMMON PER STUD 4, ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) END JOIST,OR BLOCKING(FACE-NAIL) 2-16d COMMON PER FOOT Z AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 0 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) FLOOR FRAMING (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): -4 V_ 5; LU 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. JOIST TO SILL TOP PLATE OR GIRDER(TOE-NAIL) 4-8d COMMON PER JOIST FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP MAX.ORT OM FLOOR JOIST END CUTS LU 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT WI BRIDGING TO JOIST(TOE-NAIL) 2-8d COMMON EACH END FOR CLOF EA.PLAT:E-NAIL) 2-8d COMMON EACH END ALTERNATE E TO PLATFORM ABOVE&@ C Of EA.PLLATE TO � MODELS NUMBERS ON PLANS. BLOCKING TO JOIST('C PLATFORM BELOW-1 16 d COMMON NAILS @ 16"O.C. 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY BLOCKING TO SILL OF,TOP PLATE(TOE-NAIL) 3-16d COMMON EACH BLOCK w CONFIGURATION SEAL D ESCAPE.IN CONFORMANCE WITH N.Y.S.CODE SEC.R310 MIN OPENING OF 5.7 SQ.FEET LEADGER STRIP TO B1.4M(FACE-NAIL) 3-16d COMMON EACH JOIST (5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/ JOIST TO LEADGER TO BEAM(TOE-NAIL) 3-8d COMMON PER JOIST AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION @ 16"O.C. D/3 MAX. N.K. MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED - BAND JOIST TO JOIST(END-NAIL) 3-16d COMMON PER JOIST FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Q Q �� 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R613. BAND JOIST TO SILLL OR TOP PLATE(TOE-NAIL) 2-16d COMMON PER FOOT FOR CLOF EA.PLATE TO PLATFORM BELOW- � ALL GLAZING SHALL COMPLY WITH SECTION R308. ROOF SHEATHING 1 16 d COMMON NAILS @ 16"O.C. a� RAFTER CEILING JOISTS 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 STRUCTURAL PANELS: (SEE GRAPHICABOVE) `r a 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INTERIOR ZONE 8d COMMON 12"O.C. INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING PERIMETER ZONE 8d COMMON 6"O.C. GABLE WALL EDGE ZONE 8d COMMON (OR(OR EQUAL) � L)) 9 4 65 � � F N� ELEMENTS OF THE BUILDING THERMAL ENVELOPE IIN ACCORDANCE WITH SECTION N1102. CEILING SHEATHINGd - Dl3 MAX. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. ° GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD ELECTRICAL: WALL SHEATHING AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE STRUCTURAL PANELS 8d COMMON 6"EDGE/12"FIELD ° SLAB ON GRADE APPLICATION: @ 32"O.C. 2 IN.MIN.FROM TOP °moo RESIDENTIAL CODE SECTIONS FOR ELECTRICAL CODE OF NEW YORK STATE. GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD a d ° AND BOTTOM OF JOIST Cl) 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION FLOOR SHEATHING (SUBFLOOR) FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP OF WORK. a ° a ° @ 32"O.C. PIPE DEPTH) CONDUIT N ° a FOR C pF EA.PLATE TO PLATFORM BELOW- 1 16 d COMMON NAILS '14- � D(ACTUAL DEPTH) = Y 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 33-42 STRUCTURAL PANELS AND LOCAL BUILDING DEPARTMENT. 1"OR LESS 8d COMMON 6"EDGE/12"FIELD U co w GREATER THAN I' 10d COMMON 6"EDGE 16"FIELD * TYPICAL SECTION * DETAILS CUTTING DRILLING AND NOTCHING DETAIL 0O v w 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R313. * * 1-MAX WALL HEIGHT FOR 110/120 MPH ZONE,EXPOSURE B&SPACING @ 16"O.C.IS 14 OF JOISTS 0- ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. FEET: SEE PLAN FOR ADDITIONAL SPECIFICATION IF APPLICABLE 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF LO ~ PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. FOUNDATIONS, CONCRETE AND MASONARY: NAILING & STRAPPING @ EXTERIOR WINDOW/DOOR HEADER z >-w z TABLE R301.2.1.2 W g z N 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE NOTE U _w a z � 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SQ.FOOT. ALL STAIRS,HANDRAILS& m J � U) w FOR WOOD STRUCTURAL PANELS a,b,c,d RAILINGS SHALL COMPLY 10 w LO o 3. FOOTINGS TO REST A MIN T-0"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO W/RCNYS SEC.R-311 W `� N (1'RISE MAX) FASTENING SCHEDULE B Or- 4. � 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON V' PLANS. (U.O.N.) FASTENER SPACMCx TOP PLATES LI ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF FASTENED; 4 foot 6 foot [IN ACCORDANCE WITH WOOD FRAME FRAMING OR PROPER BRACING IS IN PLACE. TYPE Panel 4t ria[ t P"I"M A CONSTRUCTION MANUAL 2001 EDITION] 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. 14 fOa 66 foo! 4 8 foot Q J NOTATION J BORED HOLE MAX. 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. D ROUGH A B C D E F C� -) DIA.40 PERCENT ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/112'SPACE @ Wood 6aam 16n 1211 9u OPNS � U OF STUD DEPTH < C) SIDES AND ENDS. U.O.N. e 2'-0" 2 1-2"X4" 1 1 1 1 U W 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF B c W 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR ENTRAINED. „ 11 ° 4'-0^ 4 1-2"X4" 2 2 2 2 z_J 11 HARDWOOD OR STEEL HANDRAIL 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. Wood screws I�OtI 16 12 �v W/1 1/2"MIN. FINGER CLR.AND NOT 5/8"MIN.TO EDGE >� a 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH 2 2 x 4 - 2 TO PROJECT MORE THAN 4.5" > M 6%0" 6 -OR- 3 3 3 3 eo O [- U O � MINIMUM 6MIL.POLY.V.B. OCCUPIED SPACE AND WITH REQUIRED INSULATION. F 1-2"X 6" FROM THE WALL. 2-2"X 4" ° 518"MIN.TO EDGE m O (@ ) a.This table is based on 110 mph wind speeds and a 33 foot mean roof height. 81-0" 8 -OR- 3 3 3 3 0 U Q O 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. b.Fasteners shall be installed at opposite ends of the wood structural panel. 1-2"X 6" w u) NOTCH MUST NOT c.Nails shall be 10d common or 12d box nails. z EXCEED 25%OF 0 0 W ( ) d.Where screws are attached to mason or stucco,the shall be 10'-0" 10 2-2"X 6" 4 4 4 4 STUD DEPTH J z 11. BRICK VENEER TO BE ANCHORED WI 1 WALL TIE EVERY 32"O.C.VERTICALLY AND masonry mceorq Y EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @BRICK LEDGE OR RELIEVING ANGLE attached utilizing vibration-resistant anchors having a minimum ultimate '� 0 �0 W/WEEP HOLES @ 4'0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. withdrawal capacity of 490 pounds. 12'-0" 12 2-2"X 6" 5 4 5 4 - BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 60% O a° a� LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE W 0 (, 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION WOOD STRINGER, SECTION OF CUT OR NOTCH( DOUBLED AND NO MORE THAN TWO > a:3 BUILDING PLANNING �- FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED M TREADS,&RISERS STUD SECCESSIVE STUDS ARE DOUBLED C) Z W JACKS&KINGS AND SO BORED Y (� j SECTION R301 DESIGN CRITERIA Q CODE LIMITS. ° . WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF Y16"AND A MAXIMUM SPAN WRAPPED UNDER %6 U)l T 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. ° SILL PLATE 0 W W OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. O Z PLUMBING, MECHANICAL, FUEL GAS, 1 1/4"NOSING AIC: PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. Z PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL NOTATION: LU Z 1. PLUMBING TO COMPLY WITH S.C.D.H.S.AND THE BUILDING DEPARTMENT. BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE " MINIMUM WIDTH OF STAIRS TO BE 3'-0" DRILLING AND NOTCHING DETAIL `�" Z _ = r 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. WITH THE PROVISIONS OF THE BUILDING CODE NEW YORK STATE. A-NUMBER OF 8d NAILS @ EA.END OF STRAPPINGS(TABLE 3.7,P.157)&(TABLE 6A PAGE 316) O W U W 3. PLUMBING MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL B-NUMBER OF SILL STUDS-ON FLAT(DOES NOTAPPLY TO DOORS)(TABLES 3.238,P.193) ~ e ' C-NUMBER OF FULL HEIGHT KING STUDS EA.SIDE OF HEADER(TABLES 3.23C,P.1933 OF STUDS a f- � z a ~ o uj SECTIONS FOR PLUMBING CODE(CHAPTER 25-32),MECHANICAL CODE(CHAPTER 12-23), @ ) STAIR DETAIL D-NUMBER OF 16d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER DWG NO AND FUEL GAS CODE(CHAPTER 24)OF NEW YORK STATE. @ EA.SIDE(TABLE 3.7,P.157)&(TABLE 6A PAGE 316) N.T.S. 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS E-NUMBER OF JACK STUDS @ EA.END OF HEADERS(TABLES 3.22F,P.191)ASSUME DBL.HDR. SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. F-NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SI'LL(S) 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF @ EA.SIDE(Does NOT APPLY To DOORS)(TABLES 3.8,P.157)&(TABLE 6A PAGE 316)) 12 PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. 12-1