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Home My WebLink About39027-Z ,,�Q�O��F0tMtoG Town of Southold 5/18/2016 . P.O.Box 1179 y 53095 Main Rd oy rol ,�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38321 Date: 5/18/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2000 Hobart Rd, Southold SCTM#: 473889 Sec/Block/Lot: 64.-3-3.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/15/2014 pursuant to which Building Permit No. 39027 dated 7/15/2014 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 covered porches, second floor balconies,unfinished basement and attached garage with unfinished attic space above as applied for. The certificate is issued to Battaglia,Joseph&Battaglia,Heidi of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-09-0001 11/3/2011 ELECTRICAL CERTIFICATE NO. 39027 5/13/2016 PLUMBERS CERTIFICATION DATED 5/2/2016 Joseph Battaglia Au oye gnatur� ,�5�o��,co TOWN OF SOUTHOLD o BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, y V1 2 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#: 39027 Date: 7/15/2014 Permission is hereby granted to: Battaglia, Joseph & Battaglia, Heidi PO BOX 271 Woodbury, NY 11797 To: construction of a new single family dwelling with four car garage, unfinished attic and porches per Trustees and Dec approval as applied for. Replaces expired permit# 37373. At premises located at: 2000 Hobart Rd SCTM # 473889 Sec/Block/Lot# 64.-3-3.2 Pursuant to application dated 7/15/2014 and approved by the Building Inspector. To expire on 1/14/2016. Fees: PERMIT RENEWAL $2,893.20 Total: $2,893.20 Building Inspector :..-=z,.. -_ TOWN OF SOUTHOLD `,o�gUtFn�,�0.9 BUILDING DEPARTMENT VI TOWN CLERK'S OFFICE o ., . ' 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) s of oal Permit#: 37373 Date: 7/19/2012 Permission is hereby granted to: Battaglia, Joseph & Battaglia, Heidi PO BOX 271 Woodbury, NY 11797 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH FOUR CAR GARAGE UNFINISHED ATTIC & PORCHES PER TRUSTEES & DEC APPROVAL AS APPLIED FOR.REPLACES EXPIRED B.P. # 35531. At premises located at: 2000 Hobart Rd SCTM # 473889 Sec/Block/Lot# 64.-3-3.2 , Pursuant to application dated 4/15/2010 and approved by the Building Inspector. To expire on 1/19/2014. Fees: PERMIT RENEWAL $2,893.20 4Total: $2,893.20 Building Inspector • bal 0 f�AGQ FORM NO. 3 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35531 Z Date MAY 5, 2010 Permission is hereby granted to: JOSEPH BATTAGLIA 2000 HOBART RD SOUTHOLD,NY 11971 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH FOUR CAR GARAGE UNFINISHED ATTIC & PORCHES AS APPLIED FOR at premises located at 2000 HOBART RD SOUTHOLD County Tax Map No. 473889 Section 064 Block 0003 Lot No. 003 pursuant to application dated APRIL 15, 2010 and approved by the Building Inspector to expire on NOVEMBER 5, 2011 . Fee $ 5, 786 .40 - --j-e- Autho zed Signature COPY Rev. 5/8/02 1 o 6.5/ 6X6'444 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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- $100.00 3. Copy of Certificate ofOccupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. 5 2 .2 046 New Construction: KV Old or Pre-existing Building: (check one) Location of Property: 2000 1(0411,% �® c-CO/7QjP pI ° House No. Street Hamlet Owner or Owners of Property: Q../l%:`i pa aht7-7---,v4/4. Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. '3 9-tD�.1 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ /4/ Ar / Applicant Signatur-' ion < . t, Town Hall Annex '41:4131F1-44i.''.� Telephone(631)765-1802 54375 Main Road '6 t ,s".'3',W ? Fax(631)765-9502 P.O.Box 1179 4, Y er Com ' -- Southold,NY 11971-0959 .�O -,4r�a—�' �� l"OOUNIOV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: • 2 20 Building Permit No. SC\O a:7 , Owner: P;p H g4 y%/ -g l'i t (Please print) Plumber: Pat go-rr- f+,4 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. / / (P umbers ignature) Sworn to before me this 41, day of , 20 I ) L/-Nrtie._::E) Ce--U Notary Public, ,1 4`t� ( County CONNIE D.BUNCH Notary Public,State of New York , No.01 BU6185050 Qualified in Suffolk County Commission Expires Apn1 14,2(jd L Ili 1i.0 s0111,®l • Town Hall Annex i 41/ �!°% Telephone(631)765-1802 54375 Main Road ; N '� ; Fax(631)765-9502 P.O.Box 1179@��' roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 lycouNTV,�, ,•''� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Battaglia Address: 2000 Hobart Road City: Southold St: New York Zip: 11971 Building Permit#: 39027 Section: 64 Block. 3 Lot: 3.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: 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 Garage X INVENTORY Service 1 ph 600A Heat GAS Duplec Recpt 106 Ceiling Fixtures 26 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 13 Wall Fixtures 36 Smoke Detectors Main Panel NC Condenser 5 Single Recpt Recessed Fixtures 141 CO Detectors Sub Panel 3 A/C Blower 5 Range Recpt Fluorescent Fixture 7 Pumps Transformer Appliances 2-DV1 Dryer Recpt 2-20/ Emergency Fixtures Time Clocks Disconnect 600A Switches 116 Twist Lock Exit Fixtures TVSS Other Equipment: 5- Exhaust Fans Notes "7Inspector Signature: Date: May 13, 2016 z Electrical 81 Compliance Form(2).xls 3--/C--51. C -a-- ,,,,,,,,,,,,, 3ctcfl ,'� ; TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 A, INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. 0' [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: h12,64.0---4_,--- !,` 1/f4 40 c,(44---:. /)-/./ c fr4 _7( (:1,1------ic) \-z- 7.' • ' SE- it-1)y i /6), )(eV; 0 i?31.9 A k_ --(a.167r--- 4ic,4,(AzS_______ 3 r DATE /lij—tid: (0 INSPECTOR 1.! ..— ' . -� r - 1/„i4e.f S0(/lyo_ 396 - ) � N ie 4F111 =`'' 1 1 1 0 0 11 c urm,„l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /)Cr ' 614/. 7 /4.- _____ 'sr ,F.9-c.6,) ,0,--6,Z1! SLP iO) ( (A)( , ) de,CA., AoV Li Akire (Sra a-19-; ..i ./z ( (/,1`22 C47-‘-/---- _- 1-o-il (S7 1/D 7dvt"----34 DATE 1Q ( (0 INSPECTOR il7 ?Ivi 3-C-- -3-/ -- „1�„,_,tF s00-if,,foTo 39 0 ,----) * *z ‘sca k.i ,.% ..A.. .... --_zvoutirtv, ,,,. TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING, [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: c-z-i ige,, 3 fi'li:46 -. Ca-'I 1 1 1 ii4141. i---7 7-Z-r 1"--- — csk. 4441 ia-v-r). - 7 (I Ce ite_g,7-x. 0-- .77,-;-f I/2-.7z._ , - rc , f DATE 1 '? /0 INSPECTOR A1.11 AWr I OF SO(/r40 .t p„i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION fe, FOUNDATION 1ST [ ] ROUGH PLBG. 9 v [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ,'_4 ��I� � 0 (C • °/2-12-kji, 1 R t v„„i__ Ar . e \ ., DATE 7- INSPECTOR ` -e-e:})-e:&___ ,„.„ soo,_ iioor 3 / *, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ LFOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: V' R� � r / ,J G� DATE INSPECTOR r 2 . P £ ;) _ 9."1, re5...t,° ° 0 ,,,) 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ -] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ! ' d 5 o k --- '. ' tio----6c44 k.--7____Ga-ept--- ..}\e----- 611--- Ok-, DATE 1— ?Il ( ° INSPECTOR .'4 :--6Sg12'--- 1��O��OF SO(/T�olo\, al, _____ P12-1141:-.4-- 3`10)r) ; G ` �O 11,1 8o-si7E, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. f*f; [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: -0,w7----6_ 1.1,x? &)6_,...,./)---- ) ',-_ A 1 S&frptAir f.;fAig 1 zz;e1-.‹. �-7,41-c _ 1S7' IP/ f' Tom'; ' // , 613x/"7,1 (A)Q-j-K ,' CV-I/ Alt- If 6-ii..4 ,' ,. Jr; Via:--7 ,<2Y - , _Li,/ ' tiff ///.1+.41" I /1 ..)A1 ? DATE 7 1 O INSPECTOR -_-. - AO Ar 3 - / e. „ , 1��of SOUT5olo` 3 9 o .--) ,11. 0€ *s ., .,/ ----suffotoo. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1ST [ DOUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CO STRUCTION [ ] FIRE RESISTANT NETRATION REMARKS: Ji.ty C4i,cazi._& u. er-- — ,._.:.:.. . ., 3 i Xria 0 l DATE / r CC) INSPECTOR 3 ---- -- ��hO;p-SO4,__o` y` .* * 39i7 %,,,04,.. 1,-__,:cou„,,tooi TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ DOUGH PLBG.S /, [ ] FOUNDATION 2ND [ ] INSULATION it 1 5671,.L.44.4.-- [ u[ ] FRAMING / STRAPPING [ ] FINAL e [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATIO REMARKS: b- C-}„j4-0-7 -4- 441 / -laCr-- Citijie(4-- `'' ,.E4-6 :u,j2,e ' Y / IP a , . DATE moi • INSPECTOR -- A -- ‘ S9L37 ;* . ,, -_4"cOUNi`I,*t TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION _ { ] FOUNDATION 1ST [ ] ROUGH PLBG. Irk,�/ [ ] OUNDATIOs: _- •.� [ ] INSULATION C � A 1 [ ] FRAMI / STRAPPING ` [ ] FINAL [ ] FIREP ... _E & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REM , - t-- A. :L 1 /14'7 f ,,#) ii, r,', , :,-(51°E _ ‘,f, _ / fl)tWM � Leis,<i 1. (WWIF/ ' / i � - DATE « /! INSPECTOR A• --4.--c SOO - 4 - (39 .6.) 42-s, ,* cc �� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMIN / STRAPPING) [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: #011E- DATE 0 t I INSPECTOR _ - 3 9 * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECpON , FOUNDATION 1ST [ tROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: aT ("PC DATE INSPECTOR t- /AV SOpT"D \ H ( op. noo TOWN OF SOUTHOLD BUILDING DEPT. T65-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ‘Va/LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c `7)-cT2L- r DATE r 1- ' INSPECTOIr ��`� `� • S5Ajc3-3"' 3q . �O 111 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT (FINAL) REMARKS: 41k (110, DATE INSPECTOR ) - (3- ---6c73") cf." TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: .° - (-4 C/c,l .�f ra-(4/—t J CI DATE 602/%7%-)---- INSPECTOR ,x2,c OE SOp o 4ly, 3clbc t.ca TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ' ROUGH PLBG. 41i-21-6 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL L) REMARKS: 4 /10,.+44 cle5. 410oil DATE 7-‘01---(;)-7 INSPECTOR ,o��oF so�ro y_ 4\ iLig c o�,� �J L 'r/. D ,'-7 wog)/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' . -- [ ] FOUNDATION 1ST [ ] ROUGH PLBG., [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION '7 CTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: W.,Le.,_____ „,L-665-e ------- , - .),'' etyki.16------ -- top c- DATE lv INSPECTORS 34:3-73 ,,,,,,,,,,,,,,, ,$*0€ \ ti J9,b ,,' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: //0 /9/54' 61,? fp DATE7/:7731' a INSPECTOR ,,,,,,,,,,,, gis *Of ,fir 4 �� c€39 °A -1 sc- , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ • NSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) i REMARKS: 'o 0/1_26S /-:-.-Tc 4--eA.434//c...71, (1-74/PLJ---4-7z-v\-) DATE �' INSPECTOR %OF SO(/ -. 3-7-31-3 <oss\N TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - '°11 .jecet (c)-6-0, Li/k-c/iL c.„-}a2).Le DATE ° INSPECTOR - 3 (5)1 ,O40F SOU4,- ,44 /1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: / 5f- DATE stDATE c//45(/ INSPECTOR ,OF SO -% 39o7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI . N [ ] FOUNDATION 1ST [ ] • UGH PLB -. [ ] FOUNDATION 2ND [ INSULATION , [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL f OUGH) [ ] ELECTRICAL (FINAL) REMARKS: I h " � _ (/#A se — orb, 6,16.€4) DATE 6 3 INSPECTOR A7 -- -- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ 14141.PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING . [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 0)REMARKS: • ____. _ DATE % sy�� INSPECTOR hoapF SOp olo • 3qo - - OuN1' •' ' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A/cre,e.,frz.t.) i P DATE INSPECTOR 9 SOp45:9 cf,# # �'YOOUNi`1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] CAULKING REMARKS: O 1-cc,g-cif "Apt_ C4_,e( /1",-,447" ( fiagilii9 /*' ae--2Cyzie_irh SfTydi.z,fs 400 \fiz4 DATE ?1,0477/<r INSPECTOR ` �� 3702--7a— ,�,`o o P TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ],FOUNDATION 1ST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING ( ��r �� 1 �� REMA - � S: �J CEJ - 0 [-C d it--(-79,14,,, l (A) c,1/4J-. Acai -Sift-areagf iL6‘) Ga-A-AS ,r DATE 1/;' ? /� INSPECTOR F ,,,,,,,, 3 76 ,�'' OF SOUT9p; TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG LUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: a br /i wit A„ . 4#1 p 1 DATE t' INSPECTOR /,, %*of SOUlyo Aosl TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH. PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [>9 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4 - OK DATE ' � ' INSPECTOR �" , -TEC EllwETI- ' , ZHA , i - , June 7, 2010 U , . ARCHITECTS JUN 10.. 2010 ,� Village of Southold = , , _ -2000 Hobart Road - : _ , BLDG-DEPT. ' - _ - outhold,New-York - - - TOWN OF SOUTHOLD. : Attn: Mr. Gary Fish -, , . . . - Re: ' -Proposed Residence for Heidi&Joe Battaglia' . ' . - .1-720 Hobart Road - . ' ' Southold,New York =. ' - ' BUILDING PERMIT'#35531Z" ,, -` • ' Mr. Fish, Pertaining to the,above referenced construction site,this letter is a certification - that three#5 reinforcing bars were installed in the spread footings—as indicated on the - , ' ' approved Construction Drawings., , • ' - - ' ' Please do not hesitate-to call our_ office if you have any questions at all. ' - ,A.4gpyrs 4/1 J, , j/p(� 5 �py� /�rg� p Y A (x(601 I.N, Very truly 4 urs, `4o ,,•. 's c..' t:,„ - . /.4,--6' c ,to , fir . r-4, s� �e �ZL+'��3yt ` , . ;nald Zakary, ZHA <o4/"Hi ion'O _ , 34 Audrey Avenue •.Oyster Bay, New York-11111 • Tel. 516 922-5680 • Fax 5 1 b 922-5b83, ' • October 8, 2010 - ARCHITECTS . -Village of Southold 2000 Hobart Road _ ,5 Southold;New.York : :: ' -' ' '''' ' ': . ' - .Atte: Mr.:Gary Fish _ '' '. :-. R OCT 2 7 2010 Re: • Proposed Residence for Heidi&Joe Battaglia 8000 SEPT , -' 1720 Hobart Road _ - , , TOWN OF SOUTHOLD', Southold,New York , - • • . BUILDING PERMIT#355312 _ . = `Mr. Fish, ; ' _ . - Pertaining to the above referenced'construction site,this letter"is a certification . . - that the;contractor has.installed:the necessary damp proofing on all_foundation walls: ' - .-' Tamko TW 60 with a.D.P. membrane.was utilized over a cleaned'and primed wall: The - - - . - -walls were prepared properly,with strap ties removed and holes grouted flush. Lastly, a . ' . , . layer if rigid insulation was installed over the membranefor protection.during backfill. - ,' , - - I make the above-statement based upon limited on site observation and certification from , the Homeowner of the system that was installed. - ' - Please do'not hesitate to call our office if you have any questions at all: . •, ; ' • `�� ``�� 1AKR,��df'°3'�� tit�' tz .. , Very y.yo _s, o ' ,� �� f,�r. (v lRon Zakay,MIA- `411t sinot'0..-‘‘. • ' - . , 54 Audrey Avenue •,Oyster,5ay,New York 1 1 71 1 Tel. 5'1 6 q22-5680 •,Fax 51E; q22-5685 , - , . _ _ , .. ,, :, 39,(:) ,..77, , . .. , . , ' ~ T , - February 10, 2011 ARCHITECTS: , Village of Southold '- 54375.Route 25 •, . P.O. Box 1179 _ ' -Southold,N.Y. 11971 • . ` . - • Attn: Mr. Gary Fish ' Re: -Proposed Residence for Heidi &Joe Battaglia ' 1720 Hobart Road ' , Southold, New York . _ ' BUILDING PEII IT 4355317 - , - . - - --, -- - Section' 64 ., ; Block- 3 ' - _ Lot 3 • Mr. Fish, _ _ . '- ✓ Please be advised that'as the architect.of record for the above referenced-project, I have been retained by the owner Mr. and Mrs. Joe-Battaglia to_provide construction' ,, ' _ : administration'throughout the course of construction for his home. My office has - , ' made periodic visits to the construction site and I have.observed the installation of the- . "code required strapping details. Most notably I observed the proper installation of the,sill . " ' plate anchors,the hurricane clips at each rafter, and the seismic hurricane ties. '- : ' . ` To the best of:r • e,ge,-all code required strapping-and clips have been installed in ` / - accordancl ith the o e equirements, gllttll ei • ®o`$ e® . ,. , �� . „, Sincer' y, - � �E �—*- � Q , -t �, om �m, ‘,, _ - - ..‘ , � . — : . - --- r 7 - ; r( ' g L. t -,-- ----.;.: _, lk, l'_.-t - Peter Hagemann, Arc i. ec - - ` - V.6.VP ill ti ".s.'.,..' Jho , �iii/If l l t 11111t1t�1, • ._ , ,;\; 111 34 Audrey-Avenue • Oyster Bay,New York 1 1-'17 1 •Tel. 5 1 6 922-5650•Fax 516 9,22-5683 `, .: _ ___ - ., ZHA - - ARCHITECTS December 14, 2015 ' - , _ - . ., - Southold Building Department '• . - . -' Town Hall " - _ Main Road, Box 1179 _ . • , Southold, New York 11971 ' . - - - 'Attn: Building Department - v - , Re: Battaglia Resident - - - ', . 1720 Hobart Road . • , , - Building Permit Number 39027 Sec 64 _ , Blk 3= . • Lot 3 _ Dear Sir, , _ , . - . Please be advised that as the'Architect of.record we are respectfully asking that you consider ' and approved substituting the insulation currently specified for the.'basement'ceiling with new 2" rigid polystyrene insulation. We are proposing installing the rigid insulation from the top of grade to_a minimum of 2'=0" below final grade at the entire per' -ter of the foundation. - , It is the intention of,the Battaglia's to not proceed with finis - r e basement at this time. - . I trust that this, at'isf'-s the-Building Department's r7•,,irem .''! s as regarding foundation insulation ��w�ttttt��i� ' Sinc rely; // 11 H �,r - , GF • P40%4 i.1„," -',40,- -; v- ' - , , ete a�gepa-. n, ,i rchitect ; Vk i1/4 .fik a , zg�o , , ' 34 Audrey Avenue • Oyster Bay,New York 1 1 -17 1 • Tel. 5 1 6 122-5650 • Fax 5 1 6 q22-5653 IJ ___'__I FIELD INSPECTIQN REWITIT DATECOMMENTS - h--�f ,. ', ; { 0012.90 ;0'r /41p49771-K- 44'."--k)-- A c-., C9 ' ti FOUNDATION(1ST) [�/�� i_., ic�i/vz F:),, - • /t7f 1 t . 6-1---(0 ),4*-Y ,E;r4p.,. ,. r , Ojk), r ' i .Aec+ti— FOUNDATION(2ND) 1"` ,/ i C' r .41.4li i / E� F So • /7 I Q i2 '' - - Cer /. 6(yl,1 9-7 O • ROUGH FRAMINGMI r, ffir, y PLUMBING e( ® - A, v 'i '- j 1 \®1 4�' 0 i a , .:ii�l- �_'�1(— �`oL.y �` M ,1 PIP � g,==, 4''.` ' (�/ n ,- ' !�/ 451 74g- (9 4 �A ,, / i /7 (o GI J £' �.,/li' ./. 1 � .4. ._ r. /`am/; -- r. 77, 3 - /7/j it/ z7> . l . 4 ",- 0:1 © o ate- £ y. ---� INSULATION PER N.Y. a-s �� l H STATE ENERGY CODE ,// /® &/. •,_i i_:_,-//./._ L-,y ii_4".._,- e� e.....-„,/ /9/9"W , , _, _ &42Z1Afrys 6/ . A -Q1 (4 AD tf, itli° 2-?,63-rit 4:4Z-40a,"6.,_ ,i ' " .4 '''' ' 0\ 7 d Aa . / / i FINAL 71.4-e//0� /� 4 � — • . i , - ce 8-g_9a-- , ,1 A pi_-.. 41e,„i.,,v , ,,Hak__ 0.-4f-1_\. � �L,., maamiAE -- �•� ADDITIONAL COMMENTS . . _. :r /s"/Cif ' z 6-1xi �1 (U � Feee,A.s red d 6- 6-12_ _ it l(f/ii 4,Mui/t. ,01 - VC. )/ i t� . ( -c .meq //;"I' --- q i 1i9- `` i t T C "� Y�6<'�YY�I — P f l C-Q tai /7r/Ar* 4!6)(7-- )9,17402-61,fi- 4.4re... .7* ,. . ) �r r / X-�j 0 /,v jk vrc__ , �,czr,.ei�,` � �A w L 4-r 3-44- Am , i7► `° ; ` 1 ,, ,?.,# /0-14.4,-) / AA,A4 Co M cishe.e.47-7#.As /2... ." - V ri 4A: i 0 • 1 , lOPTA‘ . Anu.'' -- . � N —/ d tsj b ` , , ��p c..,k ---frafft_ ' -- )2e.4 TOWN OF SOUTH it -..1.-i E C E 11 V BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPAR I I 'I' '' i - 0 Do you have or need the following,before applying? TOWN HALL �''� Board of Health SOUTHOLD,NY 11 61 -�`i 4 sets of Building Plans TEL: (631) 765-1802 33610.)"\ Planning Board approval FAX: (631) 765-9502 BLDG.DEPT. `` Survey SoutholdTown.North' ork.n• TOWN"LAS Lliti I. . .. Check Septic Form N.Y.S.D.E.C. Trustees ri Flood Permit Examined /,5 ,20 Storm-Water Assessment Form �f _ Contact: Approved ,S/ 6 ,20 P Mail to: Disapproved a/c Phone: Expiration /J/L,20 # 9- ir EG �g pBuildin Ins ector 1 5 2010 . APPLICATION FOR BUILDING PERMIT LD Date , 20 /0 OF SOUTHOLD INSTRUCT ONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premi es,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 wfll issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the fork. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may uthorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations L r 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises JOd-e,,M ,da, , A%-� /6_,6,- _,6. (Aeon came tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: c20vc9 Hobaill- /goac/ L5Dt c#i%/ AY House Number Street Hamlet `� ::.1.35"�1 a s'7Ti County Tax Map No. 1000 Section �T Blk` j"' J'.)/1 `� L-.------- 141.0Ya��.�,.aa �� Lot Subdivision _M,._.-,EiledtlMla ;'"" p-No.;�.:;,D Lot i''t�`-(.-.f1_ \ltd cI! ,i (.-,�.....�j...--.._:i 2. State existing use and occupancy of premises and intendedlusk and occupancy of proposed.'construction: a. Existing use and occupancy VGcec - - (./ei e e Geeitn /) b. Intended use and occupancy ed s cQ2 n 1 ww h,c-t,.) - ..< r.;9I,Tli6xnJ0„11€ 3. Nature of work(check which applicable): New Building x Addition_a ..,....�'e Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost hied/Cee" 00 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 '• ' _, Rear " ' Depth _ Height -:':. , Number of Stories -- -, - 1 Dimensions of same structure with alterations or additions: Front Y1 Rear Depth Height Number of!Stori;es - - ; ,, ; . f� 8. Dimensions of entire new construction: Front ///o Rear Cgs i Depth 6 e 1 °i Height 36 ' Number of Stories cL v._ ---M ni-T ', Rear /5/� /8 Depth da'0 - n - .:17:------- ..___.,.�,_....- ----5 9. Size of lot: Front �� /�? i p 10. Date of Purchase /0%1/0 S Name of Former Owner e Cli 11. Zone or use district in which premises are situated Vo 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO 14. Names of Owner of premises ,64A,36- ,.._ r�Address Phone No. �f ��‘..5-Y4Name of Architect Address Phone No 51 769,3=g19 7? Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES )C NO kririd— dTeeo)c2/o9Y//b * IF YES, D.E.C. PERMITS MAY BE REQUIRED. PttG. ...C(4ar` .4-22i(ins`fi a/7a,, -2/9 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) , CC SS: COUNTY OF J vD//L ) , being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) ' of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sww to before me this , f---/A day of /i.jam 20 L3 /6,-, BETSY PERKINS, GIII— ,y Pobtro,State o1 New Yqk p�p� �- Not.ry Public No.o1PE6130636 ir Signa ure of Applicant Qualified InSuffolK County '7e 1 Comrtnss,aT'6iPi' Jufy 1&!!JJ"' ; �1 t� I ______,/,-.1---N. li / II � I I � I '�~' '4 1 , lir �, :I t BOARD OF SOUTHOLD TOWN TRUSTEES ..•- �,;c SOUTHOLD,NEW YORK ,i, `'k1; (( i • (-,7-,n.: PERMIT NO.7985 DATE: APRIL 18,2012 '~ \� I " -j�'`' ISSUED TO: JOSEPH & HEIDI_ BATTAGLIA T . Y4M1 .I ' /• t PROPERTY ADDRESS: 2000 HOBART ROAD,SOUTHOLD .' •`ti .14... 1 r ' !Oz, , „ /„, . . SCTM# 64-3-3.2 i I \' I(�� ,I` AUTHORIZATION i' 'J' �:;. �� Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in I accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 18a 2012,and in ' �' -ir: z` consideration of application fee in the sum of$250.00paid byPatricia Moore,Esq.and subject to the Terms pP scl J and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the I > / ' ... following: T . � v.so! S-, ;i I Wetland Permit to construct a 4'x68' fixed dock elevated a minimum of 4' above R' � i grade; install a 3'x15' seasonal ramp; and a 6'x20' seasonal floating dock,with the I conditions stairs are to be constructed up and over dock for public access and open- ' I ` i grate decking to be used from landward start of the dock to the low tide water mark, f 1 and as depicted on the site plan prepared by-Robert H. Fox,last dated December 29, f a r� 2009 and stam ed a roved on A ril 18 2012. \ ,r, > p pP P 45-1: t \' dJ IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, 1 ,g,:-,_- �\ �.` -I I and these presents to be subscribed by a majority of the said Board as of this date. ! 1- .II �i I f e1---s-` 1 _ i rJ.4 sj, 1a, " I J O ,,,,,,,..,,....— \,,,-,-:- Ic.f 0 Ale % I ` I � I` r . . -,<. • a M. i kr t "17,4:4 t . 1 s �•�,'f e 71.-v', . Nk ffV4,„...I° • 14'4 .fib - 3i,- -r ! a,, _,/,'-- ' V :)\`f J��I �1(�fr :\i---:.- 1,:ji- -----ii 2±\__::::--?Vii I`f` I ( jr \\. > 1-'• :::---1-1-.2 --:" .'1- 1\ I a f,: /,„ / John M.Bredemeyer III, President /� a •^®�l4® ® Town Hall Annex I � ' \t`l® 54375 Route 25 Michael J. Domino,Vice-President P.O. Box 1179 Glenn Goldsmith Southold, New York 119 A. Nicholas Krups ® _ „ a® / I 31 k, 2E, Charles J.Sanders OI ' , .0�tr.& /�� `• C D oUNT1, MAY 1 1 2016 BOARD OF TOWN TRUSTEES BiTII.DINGDEPT• TOWN OF SOUTHOLD TOWN OF SeCril®LD CERTIFICATE OF COMPLIANCE # 1218C Date: May 9,2016 THIS CERTIFIES that the demolition of the existing dwelling,barn and chicken coop and construction of a new single-family dwelling no closer than 75' from the wetlands,and sanitary system;cut and remove the trees and branches that have fallen onto beach front;remove debris,dead branches,and driftwood,remove trees on southeast side of property,which all roots have been exposed,the placement of 70' of natural boulders along the southeast side of the wetland line;replace fill,soil and screening to restore property back to original condition;and replace native plants,with the conditions that a line of staked hay bales with silt fencing is installed along the 10' contour line surrounding the project prior to construction,the installation of gutters,leaders and drywells to contain roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff,a 30 foot non-disturbance buffer is to be maintained landward of the high tide water line once the debris and dead trees/branches have been removed,any trees approved to be removed are to be cut at the base and the stumps to remain,the removal of the abandoned floating docks; At 2000 Hobart Road,Southold Suffolk County Tax Map#1000-64-3-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 15,2008 pursuant to which Trustees Wetland Permit#7028 Dated January 21,2009,was issued and Amended on February 24,2010,and Amended again on January 19,2011 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of the existing dwelling,barn and chicken coop and construction of a new single-family dwelling no closer than 75' from the wetlands,and sanitary system; cut and remove the trees and branches that have fallen onto beach front;remove debris,dead branches,and driftwood,remove trees on southeast side of property,which all roots have been exposed,the placement of 70' of natural boulders along the southeast side of the wetland line;replace fill,soil and screening to restore property back to original condition;and replace native plants,with the conditions that a line of staked hay bales with silt fencing is installed along the 10' contour line surrounding the project prior to construction,the installation of gutters,leaders and drywells to contain roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff,a 30 foot non-disturbance buffer is to be maintained landward of the high tide water line once the debris and dead trees/branches have been removed,any trees approved to be removed are to be cut at the base and the stumps to remain,the removal of the abandoned floating docks. The certificate is issued to JOSEPH&HEIDI BATTAGLIA owners of the aforesaid proper, . Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER Agh EFFECTIVE DATE 1-4738-03884/00001 smug2/27/2009 FACILITY/PROGRAM NUMBER(S) . PERMIT EXPIRATION XPI ATION DATE(S) 2/26/214 Under the Environmental Conservation Law TYPE OF PERMIT■New 0 Renewal 0 Modification 0 Permit to Construct 0 Permit to Operate ❑Article 15,Title 5:Protection of Waters 0 Article 17,Titles 7,8:SPDES 0 Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply 0 Article 19:AirrPollution Control 0 Article 34:Coastal Erosion ❑ Article 15,Title 15:Water Transport 0 Article 23,Title 27:Mined Land Management Reclamation ❑ Article 15,Title 15:Long Island Wells 0 Article 36:Floodplain Management 0 Article 24: Freshwater Wetlands ❑ Article 15,Title 27: Wild,Scenic and 0 Articles 1,3, 17, 19, 27,37;6NYCRR Recreational Rivers ■Article 25:Tidal Wetlands 380:Radiation Control ❑6NYCRR 608:Water Quality Certifica- 0 Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Joseph Battaglia • (516)875-8974 ADDRESS OF PERMITTEE 28 Wilton Road, Cold Spring Harbor, NY 11724-2423 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Patricia C. Moore, 51020 Main Road, Southold, NY 11971 (631)765-4330 NAME AND ADDRESS OF PROJECT/FACILITY Battaglia Property, 2000 Hobart Road, Southold, NY 11971 SCTM# 1000-64-3-3 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Town Creek E:716.9 N:4548.9 DESCRIPTION OF AUTHORIZED ACTIVITY: • Subdivision of the existing property lot. All work shall be done in accordance with the attached plans prepared by Nathan Taft Corwin Ill, last revised on 2/9/2009 and stamped NYSDEC approved 2/27/2009. *The property landward of the 10' elevation contour line is beyond Tidal Wetlands Act(Article 25) jurisdiction. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified and any Special Conditions included as part of this ?ermit. DEPUTY PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters Susan V.,Ackerman (GRZ) SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 AUTHOF1IZED SIGtIATURE DATE Page 1 of 4 1 ,��.._�-- 2/27/2009 . ,do '•• , Town of Southold Erosion, Sedimentation & Storm-Water Run-off "i:g---..S � ASSESSMENT FORM ` 01 •'� PROPERTY LOC TION: S.C.T.M.tk THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District ectibn Block - Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark(.4)for each Question is Required for a Complete Application) Yes No 1 Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? �/ (This item will include all run-off created by site clearing and/or construction activities as well as all Site A. m Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? K II This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl 3 - Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural III .X Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of 111 X Five Thousand(5,000)Square Feet of Ground Surface? ' 5 Is there a Natural Water Course Running through the Site? el LC- Is Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to II X One Hundred(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off II into and/or in the direction of a Town right-of-way? 8 , Will this Project Require the Placement of Material,Removal'of Vegetation and/or the Construction of El X any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? NIA Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! — — STATE OF NEW YORK, COUNTY OF..b1 -A('- SS That I, �be ?:)(A' a being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual sign' Document) And that he/she is the 0 .A— (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner of Owner's,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 herewith. Sworn to before me this; 'r a� day of f�� H1I ,20..L3 ' l Notary Public: ...,:;�.. r.. , e• J ✓ ' ,� 0, %-, .. (Signature of Applicant) BETSY A.PERKINS FORM - 0 •/07 No w� Cuetired k,Suffolk Courkr &evasion EXgkes July 1 06-01-11 ; 13:55 ; 15168260633 # 1/ 2 r rrlO�``QiSDUTy� ` h `` gyp ; Town Hall Annex * *i , , Telephone(631)765-1802 34375 Main Road (631)76�95 P.O.Box 1179 `, G 0 �� roger.richerta( uo`wn.sournoid.ny.us Southold,NY 11971-0959 sip w� rfl� /� rr • BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: "7.-- g,q- r r A-I I-,;44- • Date: 2 01/ Company Name: 7 0.(s- c,—,,�.-cm. ( Name: -/—ePti•-) CEJ.: t K e Al License No.: /4 R(n 5O Address: �c(q3 eiitoytoef AvE /)- g�1ri4O42.F. N. 1 Phone No.: f/ 7/c 5(6 946 - 1 (0jLf JOBS ITE INFORMATION: (*Indicates required information) *Name: oSEP *Address': R • ao& 2—r oa -Scw r/-t 0 R t' -- .Z.,.Z.,/q-. 49*Cross Street: ,,q-. J . t-- *Phone No.: 6 3 / 67 8- (o c'6 ge,:it .s-' • Permit No.: ..arsc_f541 . - 3 9 / reimmr-e-ef Tax Map District: 1000 Section: 6 V Block: 0 3 Lot: 03 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) SopSGiiciU 0,� • (Please Circle All That Apply) . *Is job ready for inspection: elP NO Rough In Final *Do you need a Temp Certificate: .110NO 1 Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other c'X2 *New Service: Re-connect Underground Number of Meters Change of Service Overheat/ Additional Information: PAYMENT DUE WITH APPLICATION . nr,/, _ 7 1 / ,1:y 82-Request for Inspection Form 1 t ,�� .� �,�,, ••• _ MAILING ADDRESS: !r i A N,"1NG BOARD MEMBERS I,�"�Q� soul- , P.O.Box 1179 MARTIN H.SIDOR (:S%- Chair � 0� Southold,NY 11971 Chair s'xt ss 4 OFFICE LOCATION: WILLIAM J.CREMERS 4 , Town Hall Annex KENNETH L.EDWARDS ; G �>Y• +" Q /1� 54375 State Route 25 GEORGE D.SOLOMON t Q w'.;; ,.=r' Y �� (cor.Main Rd.&Youngs Ave.) JOSEPH L.TOWNSEND :y(,'�U�� Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 9, 2009 , r Patricia C. Moore, Esq. 51020 Main Road • Southold, NY 11971 Re: Waiver: Proposed Standard Subdivision for Battaglia Located(on the west side of Hobart Road, approximately 1,059 feet north from Terry Lane, Southold SCTM#1000-64-3-3 Zoning District: R-40 Dear Ms. Moore: _ The Southold Town Planning Board, at a meeting held on Monday, June 8, 2009, adopted the following resolution: WHEREAS, this proposal is for a standard subdivision to subdivide 95,846 sq. ft. into two lots. where Lot One is 41,280 sq. ft. and Lot Two is 54,074 sq. ft. in the R-40 Zoning District; and WHEREAS, an application for Sketch Approval was submitted on November 3, 2008; and WHEREAS, on January 21, 2009, the Board of Trustees approved-a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold; and WHEREAS, on February 23, 2009, the Southold Town Planning Board acting under the State Environmental Quality Review Act pursuant to 6 NYCRR Part 617, Section 617.7, established itself as lead agency for the Unlisted Action; and WHEREAS, the applicant has submitted a request to the Southold Town Planning Board, dated March 31, 2009, for permission to obtain a permit to demolish his existing house and a building permit to construct one single-family dwelling on Lot 2 of the subdivision prior to Final Approval being granted for this proposed subdivision; and WHEREAS, subsequently, at a Work Session on April 13, 2009, the applicant requested a demolition permit for an existing barn on Lot 2 for the purposes of re-location of the structure off site; and r-- WHEREAS, pursuant to Southold Town Code §240-6(C) General Application Procedure: L "No construction, improvement, grading or clearing of land or other disturbance of existing conditions shall be commenced or undertaken on land for which an application . t . t Battaglia Page Two June 9, 2009 has been filed pursuant to this chapter until final approval of the application has been granted, except as expressly provided herein" and WHEREAS, pursuant to Southold Town Code §240-56 Waivers of Certain Provisions: "The Planning Board shall have the authority to modify or waive, subject to appropriate conditions, any provision of these subdivision regulations, if in its judgment they are not requisite in the interest of the public health, safety and general welfare, except where such authority would be contrary to other ordinances or state law"; and WHEREAS, the Southold Town Planning Board agreed to waive the restriction on disturbance of existing conditions prior to Final Approval of the subdivision, as outlined in §240-6(C), to allow for the removal of the existing barn from Lot 1 in a resolution dated April 27, 2009; and WHEREAS, the Southold Town Planning Board finds that the following reasons support a decision to waive the restriction on grading and construction in Town Code §250-6(C) for Lot 2 prior to the subdivisionreceiving Final Approval: 1. The applicant has submitted an application for Sketch Plan Approval for a two lot standard subdivision where the proposed lots are conforming with the zoning district. 2. The Board has agreed that the demolition of an existing residence and a building permit to construct a single-family dwelling on Lot 2 will not affect the outcome of the overall subdivision; and 3. The location of the lots is not likely to change from the initial sketch plan submitted a. There is no clustering requirement in the Town Code for'lots less than 7 acres, and b. The Planning Board is not requiring that the lots be clustered on this parcel, and c. The lots have access to the existing road, therefore, no new road will be created. 4. The building envelopes of the proposed lots will be able to meet all required setbacks, including setbacks to wetlands; and 5. The proposed Lot 2 is already improved with a single-family residence - demolition of this house and construction of a new one instead on the same lot will not change the existing conditions of the site in a way that would affect the outcome of the subdivision; therefore, be it • RESOLVED, that the Southold Town Planning Board hereby agrees to waive the restriction on disturbance of existing conditions for proposed Lot 2 as shown on the map of the proposed standard subdivision for Battaglia entitled "Standard Subdivision of Joseph & Heidi Battaglia", prepared by Nathan Taft Corwin III, dated May 28, 2008 & last revised April 18, 2009, stamped received by the Planning on May 15, 2009, prior to that map receiving Final Approval by the Planning Board, to allow for the removal of the existing dwelling, and allow the applicant to begin construction of a single-family dwelling on proposed Lot 2 only. This resolution is subject to the following conditions: 1. The applicant must obtain the appropriate demolition and building permit from the Building Department; and ' 2. By the granting of this resolution, the applicant loses any non-conformities that may exist on site; and 3. The applicant shall identify significant trees on the plan and indicate how they will be protected during demolition and construction on site. Battaglia Page Three June 9, 2009 • 4. The applicant shall obtain and adhere to all applicable permits and their conditions, including the Board of Trustees and the NYS DEC; and 5. The applicant agrees that any work performed on site does not guarantee Final Approval and cannot be utilized in an argument of vested rights; and 6. The waiver of the restriction on disturbance of existing conditions extends only to the area of proposed Lot 2 that is necessary to accomplish the demolition of the existing house, and construction of a new single-family dwelling. No clearing of vegetation beyond that area necessary for those actions is allowed; and 7. No clearing of trees, shrubs or other vegetation on either lot beyond that necessary, to accomplish the demolition of the existing single-family dwelling is authorized by this resolution. The clearing necessary must not be greater than (but ideally will be less than) the clearing restrictions for lots as set forth in Sec 240-49, meaning no more than 50% of the lot may be cleared of trees, shrubs and other vegetation. Any other buffers or clearing restrictions that may be in the DEC and Town Trustees permits must be met as well; and 8. The newly constructed house must conform with all Town Codes and setbacks, including setbacks to wetlands,Nand setbacks to the lot lines of the proposed Lot 2 of the subdivision; and 9. The applicant is not authorized by this resolution to disturb any other existing conditions on the subject parcel prior to Final Approval of the subdivision by the Planning Board. If you have any questions regarding the above, please contact this office. Very truly yours, c �v vc I-0 Thv e,, ! Martin H. Sidor Chairman cc: Building Department . By signing this letter, the applicant acknowledges that there are conditions that must be satisfied. Applicant PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765-4330 Fax: (631)765-4643 April 8, 2010 Attn: Mike Verity E. Rñ74cA'4 Building Department Town of Southold /'3</ ( ° 657'6 Southold NY 11971 RE: BATTAGLIA SCTM: 1000-64-3-3 Dear Mike: With reference to your request, enclosed please find the following: 1. Application for Building Permit for construction of a single family dwelling 2. Stamped architect plans 3. Health Department stamped approved survey 4. NYS DEC permit indicating property is beyond the wetlands 5. Southold Trustees permit for construction of a single family dwelling 6. Septic permit 7. Erosion, Sedimentation & Storm-water run-off Assessment form Thank you and please do not hesitate to call should you have any questions. 7Ve truly yours, I) Flatricia C. 4 i e By Betsy r- sLA /bp g/d. peps vwN eir r0 -c- e ge-7- 4- ot) CD eeao r irte,vv7—h Es),77- A) s--/e4A- feafri-ir 35- 5-3 de4 • 7e - Ice - it illECEGWEE DEC 1 4 2011 'BLDG DEPT. TOWN OF SOUTHOLD OF SOU'go Town Hall Annex �� : Telephone(631)765-1802 54375 Main Road 411 * Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 �� l •yc®UNT(* •'i April 19, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Joseph Battaglia 28 Wilton Rd Cold Spring Harbor, NY 11724 Re: 2000 Hobart Rd, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Note: vised plans never received from inspection dated 6/8/10,se osed inspection ticket. � Application for Certificate of Occupancy. (Enclosed) 'Electrical Underwriters Certificate. - Inspection Scheduled for Mayrilz • A fee of$50.00. `3 Final Health Department Approval. 1* Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39027— New Dwelling PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) SURVEY�] RVEY OF PROPERTY HOUSE SITUATE 0-0'. FINISHED ..15...5: FlNISHfD GRADE S O U T H O LD �G• PRECAST REINFORCED CONCRETE COVER 24 di LOCKING, WAITRT1GHi& INSECT PROOF J FINISH GRADE 1 C 0/� s..1111-1‘1‘0" sGp BURIED 1' DEEP min. 2' DEEP max. ��T IRON COVER TO GRADE � FURTHEST LEACHING POOL TOWN 0 (� SO U T H 0 L D L MIN. 4• dia. MIN. 4'dio. J TOP EL 13.0' 3 ,�EA�Og p cHm 4%E, TOP ELEV.= �2o•min. APPROVED PIPE �� 1 �_ OF A 3 POOL SYSTEM 11174. Q �t. ! INLET 1Fit 0 1 PRCHED 1/8'/1' _ rT:6. o 1„n,- Y tit, INV; ,,, Ilitili �T -- ,��o SUFFOLK COUNTY NEW YORK Iii ,+ Sll a1_'�� fr /O I�t (�^�r� - ELEV.12.$. N°: IEI.EV 123 {-"- d vie ro'a .5,.: il S lk �1lvS�`'VQ V • o +� S.C. TAX No• 1000-64-03-03 SA�E�,�y1� E l� 'o, , 8. • SCALE 1 "=30' 1) • � � N A'E MAY 28, 2008 ELEV. >T\ SEPTIC TANK (1) _ JULY 10, 2008 ADDED TEST HOLE & PROP. LOTS \ x\k1. MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 1.500 GALLONS. DECEMBER 9, 2008 ADDED PROPOSED HOUSE 'us1 TANK; 8' DIA 5' LIQUID DEPTH DECEMBER 29, 2008 LATH PROP. HOUSE FOR SITE INSPECTION \ • ,3.7 \ ' 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. JANUARY 12, 2009 ADDED TOPOGRAPHICAL SURVEY (05 &. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3',A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4•. LEACHING POOLS (3) FEBRUARY 9, 2009 ADDED WETLAND BUFFER ` � \ ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. (�/, • r\O •P'' 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 1. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA MARCH 17, 2009 REVISED HAY BALE LINE ��o •' 1�`�•I FpQ\eF' �� \\ \ 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX.TOLERANCE OF ±1/4')\ 1--,'D 3 POOLS; 6' DEEP. 8' dia. APRIL 3, 2009 REVISED HAY BALE LINE ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) APRIL 18, 2009 UPDATED WETLAND LINE •/ \ • �° \ 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. \ 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). JANUARY 14, 2010 REVISED PROPOSED HOUSE 1,.A o \ ./ \ \ \ 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTMNED. APRIL 15, 2010 ADDED FLOOD ZONES O\ •/ \ (s, \ 5. AN 8• min. DISTANCE BETWEEN ALLLEACHING POOLS SHALL BE MAINTAINED. IZj' yin f \ \ 5 O x 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MNNTAINED. r 74a • a /0/yACi kC� \ ` \\ '' °'\\ TOTAL AREA = 101 ,022 sq. ft. �' . I ✓/ \ \ $ V. \ \ (TO TIE LINE) 2.319 ac. 3N GYrs't)'� o •' 11.4 I 1 \ UPLAND AREA = 94,481 sq. ft. LS I I \ I \ \ A I \ x 13.z �� \ DRAINAGE SYSTEM CALCULATIONS: \ G� \ ` 1 I hyo \\ HOUSE ROOF AREA: 5,300 sq. ft. CERTIFIED TO: N to ‹c-t‘ \ \ \ I \ 5,300 sq. ft. X 0.17 = 901 cu. ft. JOSEPH BATTAGLIA I 901 Cu. ft. / 42.2 = 22 vertical ft. of 8' dia. leaching pool required �.' rn o - - 1 \\ x11.4` 1 1 ' IX \ fx PROVIDE (4) 8' dia. X 6' high STORM DRAIN POOLSHEIDI BATTAGLIA `� N / / 1 \ I I �\\ \ %� PECONIC ABSTRACT, Inc. r z / - s.s I \ \ \ I \ c PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1�� FIDELITY NATIONAL TITLE INSURANCE COMPANY ',� / / x \ \ \\ I ,s.\\of TITLE No. FNP-01504 �� , % - / 1 \\ \\ \ \ 1 I�_.1 \ O GARAGE ROOF AREA: 1,020 sq. ft. / '/ / 1 \ \ I \ I x 13.5 . ��, �\ 1,020 sq. ft. X 0.17 = 174 cu. ft. / / „o I I \ `�) 174 Cu. ft. / 42.2 = 5 vertical ft. of 8' dia. leaching pool required „J� 5�:� •�s 1 / / \\ \\ i I 1 I • x 15 7 ��v`"` PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOL �r ' C\ �� /. I // / \ 1 L 1 / I x' 7,. PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: `;_' NOTES: \111 / / x\ I I / / / I (s . /) 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM \ �_ L I �.9 I / EXISTING ELEVATIONS ARE SHOWN THUS: I/!�• AAVNI xi I I 9.8 i 10.9 x I i / / 1 \_z/ \5 EXISTING CONTOUR LINES ARE SHOWN THUS: - - - --10- -- - - stk 5506 //2.6 \ mu mminsor AI AN I I I I I I I I I / F.FL. - FIRST FLOOR 0$��`/ GE, \ �,� IMP QP'�� 1 I ,4.9 x I 7 T.W. - TOP OF WALL // EF2.. \ 1 " I/\O \ 1 \ I I I \ \ r B. L - GARAGE FLOOR B.W. - BOTTOM OF WALL o, 16, \J.I1L111 `'I "-1 I \ I x 106 III \\ I 2. MINIMUM SEPTIC TANK CAPACITIES FORA 6 BEDROOM HOUSE IS 1,500 GALLONS. 10\. f I \ \\ / I I I I \ \ x, 1� 1 TANK; 8' DIA. 5' LIQUID DEPTH "'O• I iliti . \ \ \ \ \ I 1 I \ \ _ I \p \\. ' v 3. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. oa \Do. `� \ II\ \ \ I \ \ \ \ \ \\ J A O3 POOL; 6' DEEP, 8' dia. r TEST HOLE .liiik.. • O \ I \ \ I \ ,P.s \ \ Q PROPOSED EXPANSION POOL IIf II- \ I \ \ \ V\ �i / \ \ \INEN LITH mniis x 9.0 \ \ n./Ii Z Ill, ill= ONMilk \ \ I \ \ \ \ \ x 14. I�c. / �' \ tiA��A \ I ` x148 '{ OPROPOSEDLEACHINGPOOLp \ i•=IlM \ 1 , • x 10.4 \., �,l'� - _ / o� is \ menkalailr \ I \ \ �\,0\ ,- \ \ gj) PROPOSED SEPTIC TANK o 1 x I ` 3 po t0 \ Vlll1■iillwfl• I,o.z , .4 \ \ . 1a.�\1 / \ \ 1 x�Iiiiiii \ \\`iAIAI'I•■fl�► x , • \ 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD / N M=INE= .. x \ 1 \ \ 3 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. y \ Ifi� �li��i�l► \ \ \ f.,b: \ . ' Sk ", 1 \"' 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND r'� \ > �j° ��MN �� \ \ • \ \ -s �: REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. S. \F ■1►��\A►► N \ �` \ I ��` -�y�-� �' • \ 6+�' \ 6. FLOOD ZONE INFORMATION TAKEN FROM: o0, ` / o c� v'16) S \ l � �, �0, \\ \\ `\\ \ \ �,G 1 ` �\ �. *R.... 1 �� FLOOD INSURANCE RATE MAP No. 36103C0166 H \ 10`' /.,�.,� \ \ .�I,iIm I. \o o \ • s I i`''. i •- ' \ 14 6 � \ '6� •�� ZONE AE: BASE FLOOD ELEVATIONS DETERMINED \ \ �'��• /.)(<\'11� \ �` S 9'9 { "\A.•• 4 :•• •Ay:" y .•-• 1 ,\ `\ x OR \ �. /FAQ \R ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); \ \ �IN� y� \ \' , �•:::' os I \ / \ --12 BASE FLOOD ELEVATIONS DETERMINED N \ '( \ \` • f 6 \ \ ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD �` • 0.0.. .... 1 \ / G \ \ � = \ c s \ d o •, • \.. !F WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN O y \ ►�► \� �, y \\ \ • • , 4. .8• •• \ \ \ - \ 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. \ / (.:5)(‘‘01c9<`� N _1'� Mk \�A I \ \ Ogg, / 4 4 e` '° S ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 0 la dj. /� '06' ��m�• S�° N\ \ ,All:1� i� \��`�s I \ r (rte d ._.., DR/ • . . • Itxt .\ \< . Vim° 'o,w. \ a�5 >��O etc` Q) N \ali,1M�' I\ \ `\ :1 a\ i. • ,. _ _ •Y_ • _ cP 'p \ ��,�� \-Al. I / 1./7`.. -" ' �. -a ad /moi S J - - 11 YIt 0 y 6.SA�?�i N \ �R,�� \S�s� `x ''X\ .-... ///. ........... .. ".'ID "... /\ < x 4J� / °•Tlf < .`' Ir 13 \ 1k. \ \, x&.3\941.A\ \ \ ::..::::..: :..: :. .:.::..:.:.... \ / / Z \ \ 9 F 'l\<Q( \ \% •;3\ %'O\ \ \\ 44 I - - - 1p d .O.! .\/ \ \ \ ::.1:.:::::.:.::::::::<0:::..............................:. \ 1 \ 10• .6 \ �, �o � \ \ \ \ \ \\ .. ::.:.:..'..'.'..'...'..' .. .i3: ': 1/ ;':-:':'::•' ' :''' ::•• _.1 • i Ot‘�s TEST HOLE DATA �. \ \,, ,-14:-,,,\\717,76,0::.,.0,_k,7:(7:-'51\!,,71,.\(5: o c\ \\N\\ -\ ::'::::..:� ::::':'::: ::::::: / - e` \° -4- r •� 1 \ •:`......,...:::-:-::: �'�.I / 0`9 // (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JULY 3, 2008)\ \\ / - - yl. �� \ \ .. ..:.........:.�' '''' w7 - o ELEV. 12.2 0, 1 \ \...::.:.' : _ . '�-....... \ / / 02 `�/ 9 MIXED SAND & GRAVEL • \ \ 111I \ \ . . . . .'. . . . . . .'::X •• \ minieu was. \ ` \ ...\.......................................... ..�tZ�.' � � // // -,;' ,,/\ J BROWN SILT ML N �71liiiiill>17111��i1l�J N ♦\ :.' ' COQ' ,-•i\ /i I / >i, \ �� V \ ,i \l�■■1.1ERIIl1■IiiT■1 \ \ r.'..:'..Q':.'.'. y. \\ / / \ 3. 6'6 6'� \\\ anniA.11IIll•IIlme - \10.8 / N. \. A •6x D� /' \ PhIi1ir. A� \ \\� x /� / �C _ xc. PALE BROWN FINE SP \ -L �P TO MEDIUM SAND IP \VIMMII =IIME111. tO \ v,r �'�-e.� T- / / / ti 2 <\� �I ' \, g.5 // 9.9.x -'S � / / / / xi � ,� •A0<•Q \\ /> :,N\_ 1/111�1IIII�/1111•' �\ x / \\\ -/.. / / - ` SS \ ELEV. 0.6' •� /� °L � i\h / / / / - U' .AS� GROUND WATEF �2F 1 \ 1 �F 1P.0 / 4c S O \ 11.6' 4>' °ti Tarim-m►t.minnows": -- sz°`_ - - - - \\� iii / ,O o \ // _64 c ry/� �� v `Ot.PO�F�(�. \,�I1, \t\ I \IT . + _I - _ x8.3 / / / / /-- ---_ ___ (1.\S °°°.�� TO MEDIUM SAND WATER IN PALE ROWN FINE SP ��, y�c \\ \ / //' // /lam t^. Y 4 �� r `&uui.u...uMI ..� / / /��i� I�� "'V Y� 17' \,.,�� xL /� / ' iii�lllMl�l�F �� \ \ `�'AA■�AZI■■Ii1A - - / / .dfit•rAIIAI'Jf1Al■II �\. \�• `IE li-1i1�=i--- --- / i•f•/i•i•1112r �-i-i-- '7 \� ��\OMA��E��AA in_ ./ /M��J��AASUMEM�M�A�EV '�s UNAUTHORIZED ALTERATION OR ADDRION S6°��, `' �� NE % 1111111111111111111111111111" �, OJT 9�C SECTION 7209FSTHEN EWnYOR ON K STATE ‘ _ ��II�ANwwIIwNIII Illi, �� V EDUCATION LAW. � '� �I�� Mi��....�� S =I 4 41 w, ova COPIES OF THIS SURVEY MAP NOT BEARING \�,■,•7i11Alllll♦11<��1�11ii111♦��11AI1♦� \ Q THE LAND SURVEYOR'S INKED SEAL OR .111: �� III1♦li♦ll♦Iliiiil♦IIIll1■11♦ �Ill♦I ' py'NNO ` Lill 4\O�`•w4 o��J�� TO BBE SADVSEAL SHALL ALID TRUE COPY. T BE CONSIDERED \ 1� ��M\ --‘•••-_,,z0-_OGG p gPO '`NG' \ Ar-ti Q4 cc o' s- 5 N5 _ __3 \ -. �- 4, ONLY TO THE SPERSON T FOR WHOM THD HEREON E SURVEY RUN 4.0F\A U� - � �9 \ -wk -- =- - --�P gyp- Oc, p`, \ •�v ,ryv'�4%, , IS PREPARED, AND ON HIS BEHALF TO THE • •'V.. F¢ \ O c, 4 0 0 v TITLE COMPANY, GOVERNMENTAL AGENCY AND 79' ilr- - ---- „IL_ ZO4 5*. 00 i �O q, v gti Gj VQh LENDING INSTITUTION LISTED HEREON, AND 11' It rF4 O O l..l-✓ <, TO THE ASSIGNEES OF THE LENDING INSTI- \ (F� 6)$5. 43,1() �$' 4,�14‘'((>‘'. �t) A,jyJ TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. N ° 1,I1, eJ ba ° .eN � � �4 35'22,, 22 1,11, . r.43 451 5�� o' J3• �/ moo` o�c�� , 7-1 THE EXISTENCE OF RIGHT OF WAYS 2 / �� 4P ORD, IF ANY, NOT AND/OR �SHOWN TARE S FNOT CGUARANTEED. A \ / *000 \ �� v \ � Vi 0.6.w. BOA4RO5 \ .g PREPARED IN ACCORDANCE WITH THE_MINIMUM, Taft • )7° �� STANDARDS FOR TITLE SURVEYS AS D ADOISHED`tr Corwin■ IiI J�v1s ^ - BY THE AND APPROVED UEORK ADOPTED ,:. Nathan FOR SUCH USE BY THE NEW YORK..STATE-LAND,1'' , \ TITLE ASSOCIATION. a ;.'V -p -T c,-;'>.:,,•,:. °�� Tr.., ,� f• ., ,;; k Land Surveyor • -•- z-•"%"S/ (\. •••• 1....'- �,,,(,'' ' ' ---/ : . r , :, ••, • � '",- L� f t;- ,� Title Surveys - Subdivisions - Site Plans - Construction Layout ham's--, _,.,•< �1 - ,' PHONE (631)727-2090 Fax (631)727-1727 Ps 4.."1: :.•' OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 • 28-160f' PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) SURVEY OF PROPERTY HOUSE SITUATE .O pC\ F.FL 15.5' FINISHED GRADE �S °� SOUTHOLD �j.+ �, NG' PRECAST REINFORCED CONCRETE COVER FINISH GRADE j`t Gp BURIED ,' DEEP min. 2' DEEP max. CAST I LOCKING, WATERTIGHT& INSECT PROOF ELLV. 14.T !Oil S1�01 SCAST IRON COVER TO GRADE FURTHEST LEACHING POOL vol I! MIN. 4' dia. MIN. 4'dia. 'i TOP EL 13.0' A� og APPROVED PIPE I IL-20-min. �� / TOWN 0 F S 0 U T H 0 L D g,�{�Y�Ep,Ts PITCHED 1/4•/r TQP EINLET --, . i i r - o , I PITCHED 8/1 6 OF A 3 POOL SYSTEM �� INV. EL ��V j,/� FT-y IND!! ' �3' CLEAN � E �1�' 13.0' ELEV.I1 RTS 1 ��: WI � �� ONLIAR SUFFOLK COUNTY, NEW YORK S Ito I g1 g C �� N FiAW - ELCY.X23_ d W y Ty BAFFLE + �. 3 S.C. TAX No. 1000- 64-03-03 I S�4E .i vI moo. . - : d. + SCALE 1 "=30' Lis d - -� I- \-BIT. 3 GROUND WATER MAY 28, 2008 Fc ... - d ELEv.----H.6..5 ¢8 ' E EV. ' •• SEPTIC TANK (1) _ JULY 10, 2008 ADDED TEST HOLE & PROP. LOTS • DECEMBER 9, 2008 ADDED PROPOSED HOUSE • 1. MINIMUM SEPTIC TANK CAPACRTES FOR A 6 BEDROOM HOUSE IS 1,500 GALLONS. DECEMBER 29, 2008 LATH PROP. HOUSE FOR SITE INSPECTION • ' ,dao 1 TANK; 8' DIA 5' LIQUID DEPTH • 13.7 .. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. cf,S5', \op•' 3. WALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF 6AND A BOTTOM THICKNESS OF 4'. LEACHING POOLS (3) r • 0 .„1;,'; .S`L • V, • ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 paf. TOTAL AREA = 101,022 $q. ft. Ar\• pJr\ yo . 4. ALL JOINTS SHALL BE SEALED SO THAT NE TANK IS WATERTIGHT. 1. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM NOUS'.IS 400 sq ft SIDEWALL AREA \• ♦ F Q\e \� •4 _l 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF 11/4') 3 POOLS; 6' DEEP, 8' dia. �AO,• / • 44 ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PREC T REINFORCFO CONCRETE (OR EQUAL) (TO TIE LINE) 2.319 ac. ' IX /♦ \ 44. a 6.A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. LEACHING STRUCTURES, SOUD DOMES AND/OR SLABS. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CON;PETE (OR EQUAL). p • , N 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND'MATER UNE SHALL BE MAINTAINED. UPLAND AREA = 95,846 SCI. ft. • .• -v J ... 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS=HALL BE MAINTAINED. t 111, /• \ • O 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS HYD SEPTIC TANK SHALL BE MAINTAINED. 2.200 ac. S I.1 gI�• g (IA /j ' o�y��,l O'x �( C' t • Gtr. 14.1 0, 1 S �" x 11.4 tl `� �y�S YL I . '' CERTIFIED TO: x• 13.2// :',: DRAINAGE SYSTEM CALCULATIONS: JOSEPH BATTAGLIA �G� , //// ,s, ROOF. gid. ROOF AREA: 3,543 sq. ft. BATTAGLIA 1 PE 01 N C ABSTRACT, Inc. �� // 3,543 sq. ft. X 0.17 = 602 Cu. ft. FIDELITY NATIONAL TITLE INSURANCE COMPANY 602 cu. ft. / 42.2 = 15 vertical ft. of 8' dia. leaching pool required , `'`pG' - ' x 11.4 / •lx TITLE No. FNP-01504 11 ,%�// pyo. \�' - PROVIDE (3) 8' dia. X 5' high STORM DRAIN POOLS ��: �`�� 9.9 // • 's.4 • • PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1. ; 4lotait ,\ •0 4: . . ., ql, / •t� ;`aye-x.13 �� V� ' yoIV b // r.Si"•2G`f° jrC• cy�.< d • p�� sy �? .. Qc eXb4tt+ ,,. �,�tc�° Baa • �. : P F, l F / t ^2 15.7 • ‹Db .t � �' i ?o of 1 �6,°,�, ;e vSt C'�C3�` �5p x . . NOTES: 4,,-. x 9 - 1 cosi° " a fa // � III, , �� G j i/ 8.9 pS{1��1:"�C // �U $UF�OL1:Cfl1,'.TY Di PAF?Th'. P'a�'CST I�� P,LFEErc7r1ICAEJ. \� / / �1 e9 a 1 ` 1' • / 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:O �'/ xZx // a° T`A \:"sir a - -- •o / / / PztiR!�1tRPAt� , 0 `r O�C'O gF•�F,Ci EXISTING CONTOUR LINES ARE SHOWN THUS: - -T O- - - - - 5 �$' / NGS ,� x •• • EFL. - FIRST FLOOR GP / 55 \ I `�// 14.9 • ` A. �1�1GLE !L=' i(.'. T.W.G•F - TGOP FLOOR T.r. T.W. - TOP OF WALL / L i 5� B.W. - BOTTOM OF WALL 9 10.6 / ' c �� _ �- � �` 2. MINIMUM SEPTIC TANK CAPACITIES FORA 6 BEDROOM HOUSE IS 1,500 GALLONS. \ c F I 1 TANK; 8' DIA. 5' LIQUID DEPTH 6 0//,( s•,,s N. I' ' Ct m . p \ � Q�1�- _ ; 3. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sqft SIDEWALL AREA. O. 111, p. a3 P Qcp^QVED _ v� _� � a \O r \ .SC) Eta // , !/' i' 3 POOL; 6' DEEP, 8' dia. �. O I 24c,SgP / TEST HOLE ;,! �' .d FG\ : � .Xi4"Iii';i�;" toECGO° a \ O. I ' 12.2 `'� / :It HP - ,4:... PROPOSED EXPANSION POOL rji:, I \ x 9.0 P A d ° \ • iI''.t 4 TI.y E e I;�:i'. 0 I•I::I•C-. \ ,LL • rr ,r.: ,� �C. ' \ ` M1�, N`Y" ,. :OPS •' a . .4- ,'` ... . GQ-P' 14.E d. '�• "... ..>�-....d��n•.• .v." ''"" ..�., ..xo.,� . .. b G. ,. • •oR `• :d �..�y PROPOSED LEACHING POOL ° / 9.6 G ERS: i0.4 • `GR,6-\- I \ • �°G \ - �� I . d '" / .• �0♦. w�G FRS �4 0 PROPOSED SEPTIC TANK Nk / p00 Cy) C� \ 1 , 4:• ♦iiii sl . x� • I \�•� xa.a : .. " ' 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD / '.. . , -- OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. v. �J \ , 4.3 1, \*o. ,. -lam \ x 4.4 //// • ! . •x Gj�'C\A ,-\� `NPZE R ,.fit, d 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND • to jo ,,h, I x 7.9 ��/ N �•' �` \ REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. F o. \ , ,� LL // 1° j CQ \ /' 3 2 el' 1 .. ..�•♦Zi,: 1:, `cr t✓ • J JJ p • x • .• Y • O ( X146 •� �S \ \ ,1 2'`Y x9.0 x `I d. � / E • � v \\ �� S I • • ' Q /^ off .. T. a � \ G ILL // Ivo x�.a Aye •.`r : 10.7 I i2.z OC ••:..: '`: '•A. • •. ".. x ::: J C1 2 • / \ / 4_2 y ` I \ \ �^7t ::.•:.:.:::� ... -s� 1�j / 14.2 • S e•. .L`', e;rfI. �, �' 4� q \ \ v`�AOF �\ \ `?:.ifid Ziii"•. s+.: ...5 .;::•: ::;:. /' S t0 d• v1,'"` \ °° -P'P tSJ° \ i \\ \\ ,� \\\ \ u: rs:- :ti' '4,,,,,,i.:-:•,:-:.:-:-:-:-:.".:. QO • ..00,00,466. • G �oGy' AFL A o.. ; 7T \ ' 4) 7T(O A .55 \\ 1I 04s'C� I J fA--- -' \,y ....•...t.- :-::-:A1;-:f�-.: ':: SURVEY OF PROPERTY SITUATE Foto SOUTHOLD oil s�S 0 `°aG g141 Ivy 14° TOWN OF SOUTHOLD �� . E III, SUFFOLK COUNTY, NEW YORK � `'s IA lolgctIcY1 A S.C. TAX No. 1000-64-03-03 ��si� i - g 0O. SCALE 1 "=30' S S MAY 28, 2008 JULY 10, 2008 ADDED TEST HOLE & PROP. LOTS DECEMBER 9, 2008 ADDED PROPOSED HOUSE • \ DECEMBER 29, 2008 LATH PROP. HOUSE FOR SITE INSPECTION \ 13.7 \ 'I, 1c4 "\.0,. JANUARY JAN FEBRUARY 9, 2009 ADDEDTOPOGRAPHICAL WETLAND CBUF ERV rL ,k� �foJ e hyo \ �\ MARCH 17, 2009 REVISED HAY BALE LINE _ �p \ Nr. e �� APRIL 3, 2009 REVISED HAY BALE LINE \fle • •,' \ \• \ ��e \ APRIL 18, 2009 UPDATED WETLAND LINE _,,i1-1-"--._CL. - U r, \ \ \ JANUARY 14, 2010 REVISED PROPOSED HOUSE :.. I o�y \ \ \ \ l5_ \ APRIL 15, 2010 ADDED FLOOD ZONES III, , t,ey /• \ JUNE 10, 2010 FOUNDATION LOCATION Jr 7 5 2010 111 I gIg¢�I� 1 *�// \\ \\ o- TOTAL AREA = 101 ,022 sq. ft. S 1� \ � \ \ I �\ (TO TIE LINE) 2.319 CIC. BLDG. DEPT. ��E IG 1E •� 11.4 1 % \ UPLAND AREA = 94,481 sq. ft. TOWN OF SOUTHOLD 3 cSti I % 1 I / \ 1 \ II \ x13.2 I 'P� \\ • 1 I 2 i �,s6. ., \ 1 I o \ CERTIFIED T0: • 2 1 \ \ \ I \ % JOSEPH BATTAGLIA �, s�°` 9 1 \ x IIA \ (,,,c.I • "\,,..,,,,. \ x HEIDI BATTAGLIA N / ' / 1 \ \ I I 1 PECONIC ABSTRACT, Inc. _ ; / J 9.X 1 \ \ I ' ,\4 c‘.6,111 FIDELITY NATIONAL TITLE INSURANCE COMPANY .� x /CT> ifI \ \ \ I \ ‘e$ TITLE No. FNP-01504 - / I \ \ \ I !:\\• \ •pp th / -/ / I \\ \\ ' \\ I x '3.5 I 6, �� IV Q�,�� 5 / / \ \ \< 11.0 I I I �\. �" �L�AF•`'k`' // / \ \ 1 I I / I x15_.-7 - - NOTES: w I srp / \ 1 I / / I ) x \111 �/ �, / ( ,\ I I / // I is / 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM �-- NW1 �9 I 9$ EXISTING ELEVATIONS ARE SHOWN THUS.. x�.a I x 10.9 x I I / / I \ `/ 1g EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - -10- - - -- 00 �' / S��IIiiiinilli all�1I I I I ( I / F.FL. - FIRST FLOOR y4�$1//� \ ni♦ P'(\�� 1 I I i ( I I 14.9, i ' T.W. - TOP OF FLOOR 5 5/ F�'g5• \ \ �FP7NI�o Q �i. \ I I 1 I I \ LL r 7 B.W. - BOTTOM OF WALL / ry' ' 11 �i•L \ I I x 10.6 I I I \ 2. FLOOD ZONE INFORMATION TAKEN FROM: 0 \ I • =mir \\ \ / I I \ N I FLOOD INSURANCE RATE MAP No. 36103C0166 H 10 AG■,I■G► \ I \ \ x // ��O iP f_ ilii \ \ 1 \ ` I \ \ I ZONE AE: BASE FLOOD ELEVATIONS DETERMINED • \1til,.ia. \ I \ \ \ \ \ \ -+. ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); °a. \`��`- "Ii > s' \ 1��a�1m \ TEST HOLE�}- �1 //////��` O \ i1Ai1,��An \ I \ 'o s \ ` \ \ \ ,y. BASE FLOOD ELEVATIONS DETERMINED O, \ x 12.2 T `L ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD \ '��i•l�i•� \ \ ti 0 \ \ \ WITH 1\ 1 �■n■�\�■� x 9.0 AVERAGE DEPTHOFLESS THAN FOOT OR WITH DRAINAGE AREAS LESS THAN ' Z \ Ilim�m= \ \ I \ \ \ \ \ \ x 14'2 ,a a 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. 1 -› \ IN 1111111111111111111\F, liA��Ai•n \ I x , ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. O / \ I x y / Cp 7 \'\7Ni1' \ \ \ \ •5 ........./.., / O \ ��►�l� I \ N \ I \ \ l o / x \\ O (� \ 11021 .4 \ \ 14.T• \ x \ 4/Ill \-A -, \ IIIMMEIMMIIMEk , \ 1 14.3 R ko y ‘'O. - �' \ �AlAlf►\IAff► as \ \ \ \ x �PSER ,: 1 �, ‘11i llirll�R.: fi1� N \ \ ., \ ,- �,3 \ �. �rlivmr►Ia. \ \ 1\ �� \ - TEST HOLD; DATA I iso - , `�u'�v'� , • \\ `►1►�l�A`!ml!► \N N N ' \ \ d' _T F \ A •cp 5 • Iei,ic■e. �--- 1., \ \ \ I \ I �., \ ,�0 �,� \ NI \ ES (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JULY 3, 2CO8. !L // \ \'�� \ \ i 13.0 14.6 ��N�� 'EM► ox 9.9 x \ x J J ......--34). P�.1,\R \ \ \\ '�_ \ �+, 4 I I I I , \\ � � - -12 ELEV. 12.2' O. MIXED SAND h GRAVEL \ \ \��►, ��,fc •�� 10.7 I I '12.2 / / � �J 0.5' Q Os • G,y �4 _ = ,P\ IMI \ CD� x 111 / / cv'2� +. \ \i \ / (;°14‘t (S�Q1/` Y \\ SCIS LL , �� \ 1 / I 3` 14. 5_1 BROWN SILT ML ‘ /,00 /3 1 <y •,.57 e \ \ MIMi111\ I \ // `1 / I 26.1' cl o // oo°�• F \ A 3. -yr•O. \ obe.p P .(QA S()� \\ \,1 �1MIMENA \\ / ' / °3� _ -r --'?�0� Sys\ �Jr -- --11 \/ S �uk /-13 �� N \ �■•�•`, J4, �� \ PALE BROWN FlkE SP \ \ . i• \ \ 12 / I/12z s. / oI / , 13.6 / / TO MEDIUM SAND .6 U111. F I. \ \ I 0 '3 2.5_ o / / '' 1 0� �Q an,�f►�Q 1. \ \ `0 `O / / 2cF \ x% �' 9� \ Vi ..ra 00,k \ti\ • \• ,6.3\ \\ \ `\ �S, 8S. °' 2.5 / / / F _ �_•� \ \ \ 's P 9� • \�j \ \ \ i y 8„ C 24.0' // s ,., 10.6\ , GROUND WATEP O �., \ \ \ '�O .\ I \ \ ACS �• TOp F F��/ / O� . / \%. WATERIN •0.�� 2\P \\ •.,1 �� \ \\ \\ •\ ' °('NOgT/�QAC./ON �/ 2.S' 8.4 `3 g. /// // } - J- �� ` �0��,. TO MEDIUM SAND BROWN PALE FINE SP . \\ \<fc IA '1°0. ,,\G� \ \ X N\ \ H 20 ?s TN 4„ ^�' 8 // °2 �„/ 9 \\ \� co„ \.n ►� \ 1o.a 1 4/p s' / \\-)11-\ 11• :i- I` F` \ \ \ .7:5.`/ °s A / / - . \ \ �� . 1111. \\ \ N\/`� �°,• 9.0• o 10.1 / // ' --- \--‘15‘1,.,--- ,,,/i •,`S\ 7 17' ti \ SIM 1M11\ \ ` S Q) III, / ♦ 0 / / N '74- Ni IIMIIN17n1� \ \ / / ♦ , /� / - - ,., 6'� ;,6'' \ N ' 1i•►7► ^h/ // NIU. w�^S ,Ncs I 3 s• / / / / / c ' }?) /� ------- z ' / / / - �pC'I x 4 \�'n�\�om/ilr .\ \ / �_ _ �,, - / / / / -\ _ \■Git•1a►n. 1N�. .. / / \�i♦l_►1♦'1_1 =MN / 9.9 / / / x • -- _ ek 40 0 .Y \ ,\\i1 rl��i imu / 9.5\ / / / ( �O _ • °c<, \ .� f L II; F-MILIti♦7i-� \ - / / / _ _ _ _ 2�. . \ GF �1�i1uit►�LAit1iaits _ >� - / / / / _ °�° O \ Q °y To `I�iNIWI►�Ih1i1Z11�i1�► - _ - - - / // / I // °, •FS o\ ND* -,,1„0 'llialiiiMIIMMWIM uss / / \--' `.› + \ \�NNII��Z��i♦ \ / / / I / 3.9\ of ^ \�ifll■1■i1111Ai1ti1i 1:'_ ► / / _ 40• L 4 9j�. \.4 �i■i.i■� / / • t\. i•i•MESIO= •i•i• \ - -x=4 / / i<ii•i•i•= `iAit•if►`AZif■i1■A / / if•GIMINIIiGl!'/G■■■■E ,,h,\GflAifG�ilG�i12i1Gi1Gi1•\� ■■i�Ji1Gi1■i1GifGilGiUIIMUI•■■GI ,(a 'OS UNAUTHORIZED ALTERATION OR ADDITION 6'6. '�\ ��i•�iMMINI •i•� i♦i♦�Ji♦i♦i♦�i♦i♦��i/ 9• TO THIS SURVEY IS A VIOLATION OF \� \` ��MI♦��!h�t/EEME�EEMEN.niiii A��A��A�� %A ' OJ ,ZC SECTION 7209 OF THE NEW YORK STATE `3$s it.��i♦i♦i♦i`i=DMINIMIUMi♦i♦i♦Mi♦i♦i♦i♦i♦� �� C, EDUCAT;ON LAW. i��1i1i1 eir■nmu■rr■■■ow� r r■r■rr■nl� saw COPIES OF THIS SURVEY MAP NOT BEARING Q.'' Ii \\ !fi♦ • ii��i♦mniu �i♦�� C �� \�4�'�� Ov THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED N TMA ifilifil a .E r OF 1VDti 0C. 1` w N k o TO BE A VALID TRUE COPY. \ \ `� MINI , `��OC6 GC�OSP ` O ONCELY THESPERSONT FOR WHOM THD HEREON E SRUN URVEY 8 \2 s ,z_..... .G��fA y PS SON`' _ - of y 3,' 0 J 9 ••?% - � t- O O \ \v4. • • �j �,-( ' IS PREPARED, AND ON HIS BEHALF TO THE TITLE• 19' \ , - -- �Z.04 O°3 0°) ,IOO�° gy v0 5\�� V PCo LENDING AINSTITUTION�USTED HEREON,RNMENTAL AND Y DND \ I,lI, YF 0.4 O*. e''< <0"' 1ti 'C-' 4�^ ` TO THE ASSIGNEES OF THE LENDING INSTI- N74°35,22', I I (F4 e)S)4-'• S4OQO p �\ .Cv �,^, �[y/ TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1' O p 74°35, 2,,�� - x ,11, -��°° ,�`� 5`v, ,��oo, ,� kV •82 �� .-AFI tiOO��PAND/OR7 THE STENCE NTSOF ROF RECORD/,Y IF S \ wO / �� EASEM ANY, NOT SHOWN ARE NOT GUARANTEED. v oop ` A• O ui 0.6 W, somoS \ v:O PREPARED IN ACCORDANCE WITH THE MINIMUM )70 �� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan • I v1 BY THE DS FOS. AND APPROVED AND A.DOPIW Taff Corwin III FOR SUCH USE BY THE NEW YORK STATE LAND @ i �' TITLE ASSOCIATtON:"�"'°""°^��.,, •0� 1c) �~ °-..: h----'t.',...:::::11'�I ' ° • LandSurveyor -z Title Surveys - Subdivisions - Site Plans - Construction Layout .sc PHONE (631)727-2090 Fox (631)727-1727 604E7„,„"<(-Y OFFICES LOCATED AT MAILING ADDRESS �L7I,,q�1�e\S�;'' 1586 Main Rood P.O. Box 16 "' N.Y.S. Lic. No. 50467 ort, New York 11947 Jamey P Jomesport, New York 11947 _• ..__-. .. , .. -1 D 3c, D1 __e__. SURVEY OF PROPERTY � , ��_--,,,_23,L.,_- \ .) i . I SITUATE �= ._ SOUTHOLD ` yErt 2 Z: �4�, TOWN OF SOUTHOLD I� SUFFOLK COUNTY, NEW YORK �t, I-- ., S.C. TAX No. 1000-64-03-03 T !'r ol=' .' l'�_''0 SCALE 1 "=40' ____ MAY 28, 2008 OCTOBER 15, 2011 FINAL SURVEY TOTAL AREA = 101,022 sq. ft. (TO TIE LINE) 2.319 aC. UPLAND AREA = 94,481 sq. ft. WETLAND AREA = 6,541 sq. ft. OWNER: JOSEPH BATTAGLIA HEIDI BATTAGLIA 28 WILTON ROAD COLD SPRING HARBOR, NEW YORK 11724 -6 -'Z'.1\ % ',Acj, SEPTIC SYSTEM TIE DISTANCES EEacm COVER HOUSE CORNER"A" HOUSE CORNER"B" g ri, ;a}� ,' SEPTIC TANK OUTLET COVER 17' 19 F CIL LLI �� '�/ \c-511 CESSPOOL 35.5' 30' 5OVER 1 �i0i�L�1�CI1 .- \ ' t.3`. E k •�/ O CESSPOOL 36' 45.5' E �O.. 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''C4-'4,"4 kr` • •6W BOARDS c7,, G`O• �� .0� A o ‘,o CC • PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.1577-N.D APPROVED AND ADOPTED FOR SUCH” E B-17-x- Y•RK STATE LAND TITLE 1ASSOCIATION.,.- ' / 4, ".1457 . �.. yra tit's N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin HI TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land purveyor THE LAND THIS SURVEY MAP IFSURVEYORS INKED SEAL RING AL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 28-160L_ / - . -- . • _. ._ --------------------- _______ ____ _____ ____ _______,_________ - _______________ __________._ ______ ______ 2X-0• 1-c' .1' • - . I A e.)" 2....3 I.0 11 /______ , , . . . . ' -ozyziz..:,[4-1 .-rt-- ____,51-z,rt or- .. • ri-147..-14-...co:rit,1,---i', --'r° - . • . , -.4.5r1%-1?-j----- rer--7<12A i -r:1 • - • • , a , _ ........ _.,.. • t— - --- . - . . . . . . . -• , --.-------- \ \ , . • . . . , • , . ' 1 • ..% . .4 /...." .* . . -, ' .1•... .•. • .... •! : . _ i . , . • • _ _ _ - ,) .-.-- . N. • ..• 7 . • ., .:,, __._ ..• . N . . . . . — Ph , arTT'v•tt.-:-.t.^i -;- '„ -,, , • :-•:=, • <c-- - CLV cot.t >1.., \ , . ' _ , ,) , 4... '.. 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I:40 ",,, 1 a • A / _, RESIDENCE 1:::,4‘.1.7r. „.,4,.stt 4i, ,. _tiv:• ...,;.:.• ' . . . , , ' , . . • - B-ATTAGLIA E • ' i%,.irt.4)4e.c,c 46O.'7Fo:11,-67 . ,-_1Ax0ot4*-0e•_4Q4q 4Sf.i:.•••1;. ie1t;.4r.*..40Y..,,45.,„,A eV,IlIr,•i .ii s..F.0..3.:42"4,.z 1•:0t`i-'Sti.i.0*,.s3"t....V,••,,•s,h°,.C..,').O1 C,.t.7i• _ , 1720 HOBART ROAD SOUTOLD, NW YORS201 0 * . ' - • , f,. . _ . . "iettiittfirtnit01.- ii.fr AO. . i . i * . - • • ZONING . .__ _ ,. - _--_______-_ _ -- DATA _ • FINISHED �"�' YV 4 j CO LCZ f .11Se t;::. • GRADE ,, _ PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM COUPLER S EGTI DIV: I'Mw.,2' Ax b WQ<l<' I LL' '�� THICKNESS OF 7/I G INCH ( I I . IMM) AND MAXIMUM PANEL BLOCK--_ ._._ __.LOT. ,: 3ZONE - -o POSTS aec1l0"B • /�� /J SPAN OF 8 FEET (2438 MM) FOR OPENING PROTECTION IN -�ro"�-1••�T-• '- 57t3c.•ci:::_.sf:.-_". , (5'MAX.SPACING) I ,ON A CONCRETE COVER. 1 Gc�i.. .he jit hitr"�• 8 . Px S'"�14 - Ut) FT 5EG•i 4'MAX. t Lot-Size U R + SEGTIONA UR % SECTIONS • p tp` (I> It 4 X4`I t`4° lA --FLC*1 TIP - Paw(ueo v01A-144E= 2-23,7- FTS_. ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE Mm L 58 s:f: — —Lot and�h at street:-------7----W.2.,' g feet C0NCRETECHIMN�r. IPRECUT TO COVER THE GLAZED OPENINGS WITH • o - _ X06 77-5:,f;-:::-:"- 7.-----Mm;-lot-w(z,th-at-street:r. _ - feet-- - - 1 t Ize;-, -a�. TOP VIEW INLET MIN.4'DIAMETER • �� L��Z p \ • APPROVED PIPE- 20' , �j,s ,s �1b1►sF # owcUES ATTACHMENT HARDWARE PROVIDED:' PANELS SHALL BE ' PRE-DRILLED, LABELED AND STORED ON SITE. r Zoning Regulations: lis'PERFooT. Rectul ed R ns: 1:412/ASE/Pot4c►A 1voF- a = 5958 s,F x 3" I�fcl,L.=` 1490 Pi' Ptio--.. ... --.._.._.._....__....__Max AC; Fran Yard: height:_�3S�Cf")L.D..PoIc4T) . ... 'DECO 5Efb-P -Te WI W u-5 - Etccl- 10 4 X!o 0/ft-thi mp: 410.5 FT .. Rear Ya - - --.:7.--.7---. . . .. _ IUOOD ® ' --v,---,.. ,0 rd;- ... So' .....-.._ -Eave a It. JOINING SECTIONS IO��O Side Yard . 15 , - -.-. . . . - Max. Volume: Milt, • .•�,.• MAx. I I(.�IZ,D PT' piLwlpt ID Total side �rdsr-3S' Height/Setback Plan-e: ... �s 25'-0' .. y 9 _ Flog, we:F44 +* C �" - WINDBORNE DEBRIS PROTECTION FASTENING Accessory recuirements: 1,111* -Front: ------ .s?..tin; Dk- I,1�Ll. L,7 6e100-Es y,l Eu s . . . N A _ .,.,:r�, 1� • s SCHEDULE FOR WOOD STRUCTURAL PANELS. Lot Coverage �%(la,�,,}-t Sp) Side rl/a wr..• ta::�..:: -..��,.�? � j 5P Z w� F = Ca FTs (�aN) _ Max. AR. . : :::...: :.... ... Rear _ /�. Z A y YS Go FA x Izo 5F s IN t o -v,G M -F . - Qj�. CZ 2 -• I- - plk•NIbE(-2)6Ep%WrE b Wells - E� lot d x 3'--‘" 0/ fLeZT fip =78,L FTs p►1�►otro J W ILJ ill— J I BEDDING DETAIL �4•VE;tTICAL FACE • O "�U 'I - * Existing Dwelling: /:a ,n N . DIvY l-1Et L e' (50r''P Mst P) -. ANGLE FIRST STAKE TOWARD` 1 ..w.�,. '=_ j 1 1 FASTENER PANEL First Floor._' PRtV/IOUSLY LAID BALE. O = 2 FEET < 4 FEET< 6 FEET < /� O _ PANEL PANEL PANEL Gard . i o _ o ( PI i_DECt> DPI El t- Io K hCev kJ/ ��►� Tbp TYPE SPAN g� „:-•. _• . :5.f.- :Patio:. : s.f. I.. > -_ _ SPAN SPAN SPAN > Z LEACHING SECTIONS All: � _.._..___ _..__..... < 2 FEET 4 FEET 5 6 FEET 8 FEET Second,Flcoh. -- _ s.f: `1- _REFER TO DRY WELL ii _ I i;l'i /5 Da.)). 1/2 #G WOOD i Accesso Building: #, s.f. _. _ - • ''- -' Porch: - s.f, . .4, I 1, 11.1FLOW DRAINAGE AREA NO MORE THAN y4 ACRE PER 162 FEET OF STRAW BALE LEGEND FOR DIAMETER • L _ - ry g FOR SLOPS LESS THAN 2596. AND DEPTH. _ IG 16 12 D 411.Wra 1010�� _ ( p>44-11) -a)_ IS- G-I ��F ' •Ani+ - -'s � SCREWS Existing BuildingSett)ac's 5: /, BOUND BALES PLACED ON CONTOUR ! • REFER TO �”- g ' SCHEDULE I' — 2 I/2 #8 WOOD Front Yard: "Side Yard:.. __...____ : : Stile Yard: - • : Rear Yard: - Z 2 RE-BARS,STEAL PICKETS,OR 2'X2'STAKES I 3'MIN. I. :-. •• SCREWS I G 1 G I G 12 I'-6'OR 2'-0•IN GROUND,DRIVE STAKES FLUSH WITH BALES. NOTE: Existing Building h,�icaht:" .-... -Existing- Eave•height: •••••-•.-- .: Existing Volume:MIN.PENETRATION ___. • ,_ .. _, _. - G f n B n �� 1. BALES SHALL BE PLACED AT THE TOP OF A SLOPE OR AT THE CONTOUR AND IN A ROW INTO A VIRGIN STRATA . . .. . ._-_.._,_"_ __._. .. .,.__-_. FOR SI. NCH = 25.4 MM, I FOOT = 304.b MM, I POUND = 0.454 KG, , WITH ENDS SLIGHTLY ABUTTING THE ADJACENT BALES. • HIGH SEASONAL GROUNDWATER. OF SAND AND GRAVEL. "'" I MILE PER HOUR= 0.44 M/5 Existing vert Vie: - % Existing FAR: - qO_. n Lot Co_ - - 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF(4)INCHES AND PLACED BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL. • SO THE BINDINGS ARE HORIZONTAL. A. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3-SECOND GUST)OF 130 3, BALES SHALL Be SECURELY ANCHORED IN PLACE BY EITHER Two STAKES OR RE-BARS _ y� ry -.: MPH AND MEAN ROOF HEIGHT OF 33 FEET OR LESS. Existing Impervious surfaces: DRIVEN THROUGH THE BALE. THE FIRST STAKE N EACH BALE SHALL BE DRIVEN TOWARD CoTYPICAL LEACHING POOL � --' __- -'- Total • • THE PREVIOUS LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL BFASTENERS SHALL BE INSTALLED AT POSING ENDS OFE WOOD Lot: - BE DRIVEN FLUSH WITH THE BALE. THE STRUCTURAL P I PANEL. Front Yarn: C.WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL P • Ii1'IS= yl 1:r { .e 4 467( IIC 11-17"f ts.L.L>T10 u DETb1�, C BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM • Proposed Add(tiOn� ) Fj f�, A s,•.; - -- - REScheck.Softwara Version-4.3.0 WITHDRAWAL CAPACITY OF 490 POUNDS. First Floor: Compliance Certificate ... ..... eck' p Garage: . :f:.- .... Patio: Second FfL�o;': _ .. . . s.f. .... . -� , .. .- .. . Porch:... - s.f: PROTECTION OF EXTERIOR Accessoryt-�Ildin - j] g: �.f. Parch. .. - s.f. ' Project Title:Energy Calculations for Entire Residence • j ' Energy Code: 2007 New York Energy Conservation - Proposed Re5ldenGp Totals: Construction Code New First Floor: L -.:...-5:r:._. . De: :=. . Location: Type: Suffolk heCounty, 1 or 2 Family Q I k 5.f. Heeling Type: Non-Electric • GaraaeCT�r'•'�j I13v _ s.f:.: . . . . - Dol _Patio: ._ Foo s.f. • Glazing Are.Percentage. 22% Second Floor: 3fo1"7 .. fuc3rt l'-- P - Heating Degree Days: 5750 • s.f.:.. .. Construction Site: OwnedAgent: Designer/Contractor Accessory Building:. -Q- 5.f:- .4i b -Porch: �I 5.f. Battaglia Residence Sakary Hpamarn Architects 510 .. $f Proposed Building Setbacks:' , Compliance: Maximum UA 1435 Your UA:1359 ! - Gross CRydy NHri Glazing FrontYard - Side Yard ---15:- - -Side Yardi -I 1h S .Re } __ Area. cavi N• R•Vakre rpoor 'I)toL LSG TI Q�L.�,I I"cT�UD'J - • . :_. ._ , Br.Yard:. - /�O erlrileter Pii'to A, rt.�Ga4: !1"( 17U i WwD4u 1•t •0 r • Proposed Building Height:-±$2; Proposed Eave height: /p Ceiling 1:Flat Coiling a Scissor Truss 4535 30.0 0.0 159 - r Wan 1:Wood Frame,18•o.s. 8558 19.0 0.0 392• Wndow 1:Metal Frame with*Memel _ I `,, p S'�.--.:._.._._.. ....-`_ ak:Double Pane with 1173 0.320 375 ....-.,. . - 1,►/r.' - 4 Door 1:Glass 720 0340 245 ,• • Dor2:Shcd re.. 730 0.390 51 - " i I. L .... - ,y 'L, -.-, Proposed ^ f. ,. l.1►-1,? • °'�•� A- al►•E►�'1 I w'1. TD Volume: -._ , c.f. Maximum Allowable Volume . ��. --. • nowt NI-Wood JdaVhues:Ovar Unconditioned Space 4758 30.0 0.0 137 •�,-(� � �O� • I 177,,t38‘.:-.: r G� a 1 n" 82..=:::'-...---" -Ne - ,[- Proposed Lot Co,rc',•aae:. - -% ._ • The proposed building represented In this document Is consistent with the bulidi g plans, .and other calculations submitted N.'7a-' �js 1-✓ � =- : �. p �-+ ...... ._ .- .: : Proposed FAR. +•1 % with this pe t appliaton.The proposed r.•-•;ems have been designed to meet the 2 New York Energy Conservation Constudion - ._ - - --�S`o , t� ; - Code repo •.When a Registered Design Professional has stamped and signe s page,they are attesting that to the Met of Nether —. - . ' r ,. knowledge,,.. I. . ..easional Judgment,such plans or sped 6aUons are in pitons with this Code. `� - SS 2�''hl Proposed ImperviousSurfaces: Total Lot: �! u; • v _ t 4fI i1D Front Yard:',.1/ r� I Name. Signatu Date ._ �- � / /' - THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE • ' CHAMBERS SHALL MEET ASTM F 2418-05'STANDARD • / / �� - - �— -~- �- '-_ v THE LOAD FACTORS SPECIFIED IN THE AASHTO LRD SPECIFICATCON FOR POLYPROPYLENE(PP)CORRUGATED h / ---- „,,,------s------.."-- :„Sf1 / BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR , /w \ S WALL STORMWATER COLLECTION CHAMBERS". 2'r EARTH AND LIVE LOADS,WITH CONSIDERATION FOR -_' �1 ^--` • IMPACT AND MULTIPLE VEHICLE PRESENCE. -GRANULAR WELL GRADED SOIUAGGREGATE •• // MIXTURES,<35%FINES. COMPACT IN 6 IN / '�- / `\�� e'V LIFTS TO 95%PROCTOR DENSITY. SEE THE / SC 310 CHAMBER / _�� w�/2,' TABUS OF ACCEPTABLE FILL MATERIALS. / / NN. 1 / / f J 3/4"-2"(19 mm-51 mm)CLEAN, ;� / _-_._ -� ------ CRUSHED,ANGULAR STONE SC-310 END CAP • �,\ f / �---1-------...,, 6 \ \ rCeVlSl0115 AASHTO M288 CLASS 2 , I_^ ` \ NON-WOVEN GE^TEXTILE Jur '. ' l PAVEMENT • ► , r' / _ _ -\ \ \, M, �o IVor pate nescrlptlon. IIII FOR UNPAVED INSTALLATION WHERE �- ! • \ \ ` '-' ..s. • '" ` ': I 4/13'I(?. 1007. 46S, fill: ' of pet*;Ir RtlTTINO FROM VEHICLES MAY OCCUR I 96"(fid 38 mm) ; 11_7_1 INCREASE COVER TO 24 INCHES(810 mm) - ix• !. -�- --- - '�`•,, '•~e. --f'4, ': 18`(457 r.,n) i /' 1 /r�' \ .•y N. �-`It • -III _ j �' •••�••�••�••••••••••••••.•••••• •1•y• w••�••. •••�•� •�•yy• «� •� •• •� ♦.!•� •�••re••re •�• I I 'y \ \ \` \' • s N. —I�. • 41.414:,41.44e1' • •• •. •. �. •. • • • . • • •t• • • ••••••••••• •••••••••••• 6'(152mmjMIN. I + r; / / r� . \ .\ `-.� . if ----/ / / e Z 1016 . —III ••••••' \O0' CD� •'•_�•••, •• •• •• •• / Q ••:ai:1',•• ( /�' ��,0 _ oil � 1 :6.-\ \ a \ �+��.•�.•�. �•�•�• i.a•:•:• \ of•••a (40E mm) V1 /� j T`-'` \ \ `� . •. •.• • •• ••. `••••••••` •1�•i-•i�1 J ( I bit Ile, w '+.III—I '• •• - - - -c . - •� .••�• 2•••.••.•• R ,, �, ,� \ �� `• • • j • . . EPT: :O,..E r! , / •• °' o(' `a ' d•:••:• . •. •;•:•.�;•: ..•:r� .-•.-•.-•.-•• -•.-•.`::•`•:�•.-•.-•.-•.-•.-•.-•.-+•lei:; «: _ :t n rnl-�(, 6.� �.lr I / tr a .rte \ '��►•e•••••►•►•e•e•s•e•OV♦ •••`••re•P6•*• .ar.a?4-ir64•ni••-•1-••••et••t•er••ft•s••er••pl•i JET'' 'wl<_, BY 1 \—III •. •• •. •. •. 1. •. •• •• •. •. ♦••• 1. •. 1• •. • • •. •. •• •..•. •. •. •• •. •. •. •• •. •. •• G, t ,Q _.. �- .� -`J•• \e.•s•b•�e.•e•�a••.a.�.e•�a•�.1•�a•�Ar..••�• •1••1•b.� r• a. .1•e•. .e.a1.+s•�.a.�.a••.a•�s.�s•�a.••1••e.•IO CE ,Cl1 E:dG1��EErt i Fit hl lJl}-IbS. J•`\ / t N / // or ^ `'/ \ \: \ `` \ \II IIII , — -- {i5?M,"',f?tliN. : / /11IIIIII1 I I=1 I —III=1 I I_I I I—III I I—I I I I =1I1=1I1=1 II=1 I— _—I 1 I I = _ =i 1 i I— - �� / �� ` / \ / �i/Z° h ' `civ- \\ ~ �ti \ \` 9�,=1 I1 I =III if' / '�I • \� \ \ \ `� ` `� -7Q. I r . -.owe \ ' IN - 6"(152 mm) I I '34" I • �LI1./// _ Z �I1t i Zlaa-__ o � �L—/ -` �. * ` N. \\ \\ l _ N,� x.., • ."�. s. DESIGN ENGINEER IS RESPONSIBLE FOR MIN. (864 mm) 12"(305 mm) • TYP. N �' I / I� sl°tit �j \ \� • r `� ENSURING THE REQUIRED BEARING CAPACITY OF — �__ \ N • *� RA 0 SUBGRADE SOILS' /, ( I �` \• Ili\ \ `\ \. 5 N • • THIS CROSS SECTION DETAILS THE REQUIREMENTS NECESSARY TO SATISFY THE LOAD FACTORS SPECIFIED IN THE MSHTO LRFD 1-- ''‘..5`- 0111111111111111111 f< J . I �tl Q ' ��C \ \ \ BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS USING STORMTECH CHAMBERS \ / , \ '- r-, ' \. p.. H • . . , , ,. • .• • / �}� Li, e Ilk l'^-!a< ta,d�I LIH� it y� \ �t \ / / /j' 40.41144'', �`� l�-Sf' k-�I EY�Ttot-t • = C-LL� + l6;0 �ir,�., .G: ' * , , ./ c, ,.... , i ,. // sTORlaIleH STANDARD DETAIL p1eCWM[R Stomirect • SC-31Q STANDARD CROSS-SECTION ,is S - •'~ - / / / v�' , ` - /.� . =-19G'II- - - _,Goff- I -.<r"� \ • . ' �-.1 V� s • r' µa�.. STORMTECH STANDARD DETAILS DEMONSTRATE RECOMMENDATIONS FOR INSTALLATION AND/OR STANDARD DIMENSIONS OF STORMTECH PRODUCTS. SCALE: NTS ,r; , ENGSTOINEER T DETAUR DO 1107 SUPERSEDE ANY STATE TO LOCAL REGULATORY TORMT SPECIFICATIONS.HAS S.O IS THERE EED,AND OF THE CONSULTING FOR SWoerbce Snr,molr Marapen.IN• _ r - - / / , �� • .'„�. _. —. •�,•. 24,o �,O -, to • ,�— ,- S,5' CSI UMWa ---A--1--=' �� \. , • . . ENGINEER TO ENSURE COSNPl1ANCE WITH ALL REGULATORY SPECIFICATIONS.BTORAITECH HAS NOT AUDlOIti2ED,AAD Ls NOT RESPONSIBLE FOR ANY DATE: 11-7-08 / y. � y ��--� ALTERATIONS BY OTHERS TO 9TORAtrEeH STANDARD DETAILS. I5;.��! 8 --\ C -i • 41�i p1 I b • lq ��I11• ► � SPL.-.-i '° � DRAWN BY:JLB 11 �'' .=h"�'y it A 1:....- I CHECKED: . / / 1r4 rJ )01p. I41 Vp • p �' ` • C't�iTl •' 4,: , , 1. ` ~\ h 1111111 • `-Cr .Atediar_17,1...m. ;;;;,e. "ITIS' `!t-1i P I L D-I � '� ,' Zakary NOTE:VENT MAY ALSO BE CONNECTED `` / pl ''= - �� \ ` 1 - Ha smarm A �octe5 U �' ti r Q LES eJ`Il.TTO PERFORATED PIPE IN STONE ABOVE ` - I111111 = �� ,`l. _�o♦:/aLEL ! ` �`) - Y CHAMBER OR INSPECTION PORT CUT-OUT �r ! �' / G� ? ' - °'7. ;ti '„.<1.4_,..s...... f' x�� '` / I b4k"I ' � "� ' 34 Auc1riAvenue . / ,�. _ .. - I� -_ ��'i/�' AO N..... +:{ cwl ' i ~�N� a� �I-4SZ'I+LLc.Tlo - ".4E ;- ate; . -7-N-1. �' ti ,? Is.,s' _ 1 5 E DE A a_ CERTIFICATION �-�fir/ / ( , • 1111►.--I E T� / I CATION OF O�/G'VGA �I�/ N Y1177 • \ t / ! 3 G�11- _ �L NAILING & CONNECTION • GRANULAR WELL GRADED SOIUAGGREGATE MIXTURES 1 ��il k`�' \ �( \// Sle-S22-Se&oTel. <35% FINES. COMPACT IN 6"(152 mm)LIFTS TO 95°ID 0'�' \ 1 - : ' I RETAIN STORM WATER RUNOFF • PROCTOR DENSITY.SEE THE TABLE OF ACCEPTABLE 1414-€1,J.4LIWC.:1),_El@cn_9Ek _Ir�y \\\//:0 • ; IrFILL MATERIALS IN STORMTECH'S DESIGN MANL!AL, +aIT -`( g`(STti,-f Ay t �\ \ ,'r \ f \o PURSUANT TO CHAPTER 236 516 ��22 :..�CJCJ3 • INSTALLATION MANUAL,OR WVVW.STORMTECI.I,COM. � ' � � � + "� • _' ,�� , • 1 / OF THE TOWN CODE. OCCUPANCY ORcop- 6Lig.,,ie'DK. - ' ) ` , O QST d lTll(T-( " ._ ..r e.+�\ ✓ �,, • , . ') Q I USE IS UNL � —� • I �t, kk»r.. Pa`-► X1..1 -1. \ ",s PLUMBING „ • •• ' ., :SEt<Ylu Ali ' - v.., \ ALL PLUMBING WASTEWITHOUT CES IFIL r a ?- ` 1t iE rS �`0 I( � ,, "" ;�; :<Ya.c,. .III_ b03-I'DVet•• �. _ /� NEI .Fti; FPAVEDINSTALLATS WHERE'' (_IIIII -- __.____-_._ ,.. I ` • i • ! G VERING V F1� �1N" -.. v '.RUTTING FROM VEHICLES IMAYI S FORE CO OC B.P.#ac TESTNG gER LINES ED CUPA DATE:cuR rv• " 1 • • 96" INCREASE COVER TO 24(EIt0 mm) I I_ •")I II , . •\ - , 457 mm ";.>;. ,'!': ::,,.,ONCREASE..,Y.. „r_. y,,'. _I T=lir �/ i 2438 mm ( ) /- L ; S'/0.9v j (,j ( MAX. ) MIN. (r a•• °� Z`7.•_\ . I FEE: �O(O• /a f3Y: • 1 u• •• • •• •••• . •• ••• •• • a�� • •. •�• I �1•� \ :\ a c,( NOTIFY BUILDING DEPARTMENT AT NC :•i!:vS .j?e.,ye;. .jr•jsv:�i•• • •7•':►•:•i'i•�a, L oT•G7�1 6c4,4111..4:.-noL1e+ • / O y \\\� L•Y .ltor�I i(+I�% p�NNlgEla Id I #: Iry !� .zit. :•`r Ali ,•� �•ii• ••`.r••`.•••. ... _ \ r, • I^( /3 765 1802 8 AP's TO 4 PM FOR THE ' {1pLb1..1Q Lor ar- = off, 208 6,F • . /� • • NP �•}.I 1 ' �oP--• PLIli1�BN.f3 CERTIFICATION{" FOLLOWING INSPECTIONS: A., y' ' Ng " '� '� '/ ,,\ ! `>� 5u►-�E-;on-- 411 LEAD CONTEI'VTBEFORE 1. FOUNDATION TWO REQUIRED �.��: AASHTO M288 CLASS 2 t-16A LvT Govat'eaf' 207 •20 x 53 20$, i O 6-I eRF, • 3/4 =2"(19 mm-51 mm)CLEAN, �•,•• , \^� `� - CERTIFICATE OFOCCUPAN•• CRUSHED ANGULAR STONE.DEPTH •• •• NON-WOVEN GEOTEXTiLE rL"t-( _ ' - i.' ,D, ,)L 14� i FOR POURED COidCRETE ' 0000000 :.`•' b050 OWE(LII-{6 i CIS,a%•) __,iist_Flix -rp T !-I I ( ` ' 2. ROUGH - r`iA1.iING & PLU''.AB!P,!G I ?Q 't �' P - Y' 9-�� SOLDER USED IN WATER 'OF FOUNDATION STONE TO BEN0 0 t0 0 0 0 \a�.Fe DETERMINED BY DESIGN ENGINEER` - •-F..•z�•:=•.•.• �� •..z•'.. ••y• E . ..�...••...,�......•..•...••,.....• N,* 3 iNSULATlON •' ..._..e,N........•.•• •- I`Ir-tet F��i' IHr�t Ire-�.D ee N �sa-c. ems'! -a27- 2vq.a SUPPLY SYSTEM CANN �� : �_„_� - -•- --_-_ OT 4. FINAL CONSTRUCTION DUST 441112-141-41-11-PI ►T cyD. I 9 A- \ is EXCEEII 2/10 ° r- = . O B` COMPLET__OFN 0 3C.O. nmTID �I-r�r_ �'F 'P , • F1/ LEAIs. 'wTr✓ c0cil=6. 3tio. -1Tt� pI�•s I�r o' l - \ L € ALL CO(vSTRUCTISHP,LLP.IETTHEiCHAMBER 3GoK.. 644.4�6 7606 - - C1u2 REQUIREMENTSOTI fE CODES'OF NEIN ° RESPONSIBLE FOR S E �` YORK IES ONSIBL_ DESIGN ENGINEER I., ` , `TATE. P'OT F ' 'III F FOR AND ENDPLATE �v �k4�" I, Sr L Il�t.i'iS . . _-... -. .- COPSt LY V�JI;H ,"►LL CODES OF DESIGN oR CONSTRUCTION ERRORS. • ENSURING THE REQUIRED BEARING CAPACITY OF SUBGRADE SOILS' t ,' �ps 90 aF NEW YORK �---- -. _ K STATE & TOWN CODES': sS -roeu.s - I q2 sr �� I'f" '- DO NOT PROCEED Yin AS REQUIRED ANIS CONDITIONS OFA' I�SE+�1�1-tr �(alws V. 5F FRAMING UNTIL SURVEY _ ._ .. A/G 4:14:eas(4.L iter(6044't) •• 45 -.• '. ; OF FOUNDATION LOCATION SOJTIiOLD TOWN Z-A ALL CO��I RL;;110,'ti SHALL SEESTORMTECH DESIGN MANUAL - f�� . . _ ._. ... _ ,....- ��U ' HAS BEEN APPROVED. „--________SOUTHOLD TOWN PLANNING SHARD OOZE S Or F> u'at ` < r, THE UCCC`��` 1, MEET THE REQUIREMENTS 0;- • _ UNDERWRITERS CERTIFICATE - SOS T HOLD T ,^, TRLIS T EvS 1r.,,STN,IF. sToaMrEDHSTANDMDDETAILDgCtAIMER VENT DIAGRAM-OPTIONS;A TAS _' 73 3 SF - <- 10,11'1 ._olc✓ : t017Y�i '1' SCALE: NTS t .} REQU'RED -- _:._.� ..- _ N.V.S.DECDEQ , 9TOm1TECN STANDARD DETAILS DEMONSTRATE RECOMMENDATIONS FOR INSTALLATION AND/OR STANDARD DIMENSIONS OF s omrrE01 PRODUCTS. w.......,..... STORMTEON DETARS DO NOT SUPERSEDE ANY STATE OR LOCAL REGUTATCAY SPECIRCAT1ONS,RIS THE RESPONSIBILITY OF THE CONSULTING Swe.tace SIom olr Mnoop.nrm• �•4Y-P'• ENGINEER TO ENSURE COMPLIANCE WITH ALL REGULATORY SPECIFICATIONS.STORMTECH HAS NOT AU7HOR12ED,AND IS NOT RESPONSIBLE FOR ANY DATE: 11-7-08 1' '^' ”- 1020 u ALTERATIONS BY OTHERS TO STORMTECH STANDARD DETAILS. DRAWN BY:JI-B I 3 A -_ -- - G • �' �' �5�0 517E �l.�1 \ .: CHECKED: � /S \ ._� ."" .....ter- ;.�., ... - - 1 _ c) ��'S�-�•-1:.CET�+�.ani" SEM tI-IT STtaI b SUBJECT TO DAMAGE FROM: ICE SHIELD GROUND ' WIND riElcMIC SUFrOi-K COUNTY • •SNOW I DESIGN DESIGN F Y ckDk11-4,6e .:.._ ,�.. LOAD P _ _ FROST LINE I D SEC'I R1� FLOOD SPEED • M,, I (MP"/ I�:AT�CORY vrEATHeR c, DEPTH TERMITE DECAY TEMP. REQUIRE) I HAZARDS Prawn �4: Checked �LI; NTS ' 3 45# - c MODERATE/ SLIGHT/ ,• I l M.PH r C I SEVERE 3 FEET HEAVY MODERATE IIF YcS NfA .... Scat e; Pate: ..<>+. 6r;,,,, +Iti. ,:*+«>» •any,..w«v •,...,.•..:n«uw.., ,. .,.«..a,«.,• _ ,. .. - -` ,'-cc7- _ _ - _ -- I_ 20 i _ .� dd (�•:1,�•ls+�=waw +..,...:,...,.-,e .a xx,• usx. - - ,. .. ,.-... .. .. ... .. ..:• ... - - ." �7 , 2.;� .:. .,.:.�y+.r4+ew.M....AtiM.- .•., - -rF*$• .,t•`'•�:".^.,r wr >:..,:. .:_.._. ,, .;. _, •. _ .. _ :w.Rw+•1,..<+ 'Y�:+rorrayw. ,. :i.•ewRw"ru<itiRa...«.win;"*aFlra.a.IF�.�MeN,aerMaau-,. . a::'. -. „w.w...w.,ww�,wn•.:. `�-�� Project Yale, .est`'°.. �, ,,•�` ;. . - •••,,A„ .�„ ...�..,~... .:.�-� ..• .,. .:r , , - :.!v3.Nfw r.,Nsj•,,..::„- ax- ;::^f^- 'a.4_r:t•,,!`1....,"•.,..r ..,...t;,.Lwe...wy^=� ' ,0 � y, •�'yl � � ,. ;�^+, ,. �.xw;,'w.. ,a.k_•-.e.r•.ii•Ne„+d",.^x•.+'1wcmi'- ; „ks. ,:, 4,9�, ' , 400,,` a P��, nravvinq fide; 1Pro�ect, No, I?rawi No, Ili) E , 1, W E i ' PROPOSED SINGLE FAMILY DWELLING '�,�� KRz� �r� . , , "�.:.,_.° , .-,.., DATTAGLIA R3IDNC1 /Po cs.ri-,..„,<;:g.„,- , :,,,,,-it '4'7 j'i<f)d zr, , SCR. Q , 4'- y f >'',D I • Z• a > > a/ �Jt {I f t , 1.4.f��y,!c - 4,:•-.ay. • 3-, _ I 1• 'L•.., ! i L^Yt^� - l I r C n �. 1 A- 1720 110BART ROAD SOUThOLD, NEW YORK a �atF " T :0. ems, a �s,,�OP tlE, 0�1 ' •„,,,©F H��ti��,r,. eLDu. D«;. `!ltitritttttg �!.{�tl#aft4t`�Sb�°� TO'Il ,OF SOW-HOLD I / Io6-�, 04 _- • / 15'-t, • 231-o't 91-0 — ! -� N -- /- -- _ 3�:"�'-_ •_.-._._. h I. 2 f 1 r Z I t- tt ! Zrl _. _ ___..—_.__._-_-- _____.. ..__._.. ____ -______-/ • __-- __� 7 , ' r' II-.A i I• I �,n �1 ct �I 31I / AI-311 �1i�911 �I_I It �I_ 1 Ott ' rr _ _ 'I 'I 't' • I' . . . . . , , le . , .. I / I• 4 • •l ii • l M IiG 1 (i• t} I i _ 1��"Yl{'S --i"_LP t'Obs:_3/ GI7X r a' '< • _�' / DI:Y.i 'oe=:G1:UK - 41 {. (5 a 15 ,. N ( Iiiiri$ I n ct II I�, 'i- 0 hi::o $t der c�IIlo'r`� 11.10 llf • II- r - _ _- �3 jam— — ■� • " - �- • 1, • r!1 eL 411 \� \ auri/ • 3<:- 17 ---.: * lot-411-kr.-.1-43 —14411%br2. (.)i3/4'•'x I1-45"-.I 1- Is, r lYrWilffri M4 Al 4.41-r} --'I.-1CAA, O _. eimrciamt SSS �' • s. - - -\ ' . \ 0 /7 0 N 13 --- -_ , , ,,,.ic pr,..ak...1 ,,,, < k • , iiiii \\ 0 0 ii • / C1414 / 7- - ./ . \M ---'. inighillinIMMII...11 1! IIMMININSEN1117. / �. \ YYY t n�� NI I Otto n.+ S S I k ` 3/7 rJl{Z ;4n X 'VO /Z PIP h �D 4� 1 Sr. S7� w tv / 9% \\ I/Z11LlA cel. �`, �t n IN, (oL n 6 1 , u \ h . 2.7. S 4 `N / // \ S 7L�';,Y '+. _ L1- t:1 3'12-I _/z-:A1'i.-- .. r� o 1Y x. 4 V • , f I- I t is k • � I I r• !o a 1 , \ . _ '�Qi 1(I' • ," • j4 i I I� ( �� tDrp�� s��` LIP ` ; I ; , E Iii) I �i ENvs •I ,42 of-. ��7jo i \ • s I I • r� q �cl�j I I I • - X111 zj 6 I I z0 O ti • I r� oel .•*o. • . . . \ • ' C u i f �' \ " !—� _ ��,�+.�>.l►..>s t �__ :1,mow__._ . fc'_ \-..- 17 ' \ , A. _.....,4 GOV•RED VE• • DA; ii • I I A Gc Q. \..t\.6 \ \ \ r�b_.�t2 — KITC.iEN �1 v• • o .f J17 l'T-1.1:_4 o FiGo_. 1 'o - I �J ' v.�c',�, • 1 J ' .. `''� g- LINTEL 5CIIEDULE, \ Q • tom.-G._ ,G. r11 \t' , / r _"r' �= I I vri:i cUhr s� lo't. I, t.i`-M MS_ — •._ I t ( � a ISJ � ' �u�, �� _ , 1 - • t — "'�'� \ i-Ko4t=� to Ll SPAN LINTEL \ \ - - 1'-D' -- - 'd i �`�\ 5,L cot_ - -q UP TO 3'-0" 3 "X 3 "X ° 7.I `' I -GREAT ROOM i 7 . • '�` tG- - -0" G"X 4" 3" \ ' _ i _ • 31,4„1,171.,,• - r� y. Xb -a — — _^— _ _ — Z,�g e \ ABOVE 9'-0" COORD. W/ARCi1ITECT . y SfL co I Ot'alr \ • .c. 1 ;sol © I I o 1 I I _ _ NI ON I I h 1 I 1 • --: ' . •�- 1 ,� ` �" • 1 1 . I I I '3)131.\ ( .---7 k f — t Fs �? =o 3_1`_ I• I I 1 3'�i Ola ... • I1 �rZ >>' , ''�� i 3 ' . - c •- r . L - - -� I II ,J - __ _. - - - ,l t' ti) S? �ovJ� 3h! 1 •Wag_ lS a !I p I I STL.w - • • • - l0 4 \ ba --- coL 1 rt-:':, (V _ 3 - , • r Ii T/�' NI rl, ,6° 16'1 II • , I — bIA 2 ... _ - , -. . \tQGi �l�t�►��♦�\►l ^;$:'�►11r . ��t ►ai�\� - 1�3t r tY 3,�Z,, . -5 ,-- W.IZX�2 � JI�: _SfLc�I- — 614.d SoFltf'�, — -- i I HURRICANE TIE AT SHEATING PER NOTE r • I _--__.- (.^ I•IlbF1 �� • \rI k7:111E1 1.3 - --------___. _ \ TO, 16"O.C. 6-8d BELOW EXCEPT V,.THIN 4'Stl <ol- — — — 1 •1 - �- Tri GODI T — — —,_--\ {1,OW) 3/z uio FTER, 3 8d TO OF SAVE E 4'OF RIDG S 1C-,L o '%"2.111.;:!.......1 i 2I ' L_ " I I II , t r n I'"_rC1� Ip. Ah-r-.IA II i \- c T'� L * PLATE, 3 -8d TO STUD. / ALL NAILS = 6"O:C. 'IL -- s z Z�l q- ' l�(o" I x 'Len. U -► b 131(°+�c Ic r iiNW! Na - -- hT � ' I I tJr ` PROVIDE 3 8d ' r rr t► O • I �I J �8 i \�" 1■ \ �'1 _ _ ._.._ ._ _ - _ __ TOE NAILS EACH. - �I�� - J I WIG _ r 4r - v \ / rsc. Z3 al -� -F=� t ,�, COly �' �l �. `�! -- '__� s t IZ'Y C -N ROOF RAFTERS r0 / Il=. - - - - j: 1 I_ -/t,�, - '� PANTRY GUEST •MITE' hi / v'. . �� `r �� Z I i' • -n F� _.-`_ _, '' TOP PLATE. 1 �� - -- --- -w--- - - r ;,., ,n • - 11 2x8 k - v P \� �\ \.�� .1 d1 -, il,' . �'° 0 y N - r� ti 1' J �xs -t l oma.. qtr •Lee l-l. �- P l i2"CDX PLY WOOD I : , , I: \ ^-� (hj \ I ••�- 1 • SHEATING WITH 8d '►� . iii F r10`? v e1 = �' ry Can I cl �'r \ X• o / /\ '` • X i Si 1 ' \ -� V '��Y x;Ccs -e LS T' 9 n ry 6 "`+` I NAILS AT 6"O.C.E LAT Ilt.� } « o'' , r p 1s. 1-5" • id �i°�J lIlqm..;..Li ;3 S �..� \ \ �� • ti ,/ / �\ yJ •I q i t r= i I-�.I J 7 '� i PANEL EDGE Ah 1041 12 !L: • 1 - - e� iJ 1 �C - \ �l / / / A _. ST 1- L - I ( � X ® _ GARAGE I , . S I d" SECOND FLOOR h -' - \ \ `� �� / / ,� i J r ti`-... '``t p \ `�(� �Tp 1Z1 �, - ,..,t 57 - --'I 11 I �"X 20 GAGE UPLIFT •.I _ S { i4.1 q 1� f tr I' K 3 "a(c .STLC \ \ \ a J _ :5(SS-OI•l.. _-. a -0 ., - /Z_p •C 13-- -- z / i i ` E ir•� �, �. `v / -IATf; 3�.I GLC / I •_, 1 �_`•�" \ \ 6 1h17I STRAPS AT I G`O. . V✓ITH , n Z !� �7_2,1;_ _ � o �/ __— > / � f i �� '" 2•ix/v =��tn� �,' f:X -5 '�` T \ 57 — Kr"I•�M:i3� n-e� I6-8d NAILS EACH END.Z ' �tlkN i� e Q Y / F $-tYp�x p c1_U J ,_,,2..-z Z ® — Ie fzt ..1 ♦ �—' = �` �� ,L1 1 Ir I „ DN Ik,I�ou -- -- -- .: 1 .—. . li I 8El "� r Z.- _ 6-o z y • /\.� '9Y ��q _/ �� - _ k I T ;J Qf�..`'� G, t ' �`Co�LI�GTTo til ` '$ till:. . - -.\1 - w Z Z 1 rl :�Ili 4" NOTE: t� ` �' ,I al \ I ISI I �` I - - ��1`�a\\�`u�� L ` ��` = _�R�\ EpiREFER TO PLANSFORALL I;CVI5I0f15 !pI► a I" , 'p i� 2= �L UI-� - �� .... �� - - _rim ki\ � 11� FRAMING MEMBER SIZES . ti •. ��.,�lI 1 nate rte.- I Ian • A \ l` _ �otlti _ '�� "I �� ".�..�G� � p�WDER'> I . i h, 74e-1-1144 . I AND SPACING. No, �cr _� °� GUEST 6AH "► �`?k'o -- l QOM.,' 'I► Z° I (ok''b C, ILITL1,--:-` i I �� rJ 6 8d NAIL5.1 • d p_. __. . -----.-ti- . _ __ _ . . wo I QJII SIMPSON HOLD DOWN EACH EXT. CORNER +� 4 /6 I'f�--- Sll'..t"LAIL_ r' .. Asa*_ - m. 1a 3-g i �_ i - \ _t . ill ' NI 3r_!o�' f8`c�'t —� ,J - I ;fil I u 3 14"X 20 GAGE UPLIFT PI SEE DETAIL(SIMPSON NO:HD5A)�'- 1] i + b A Ci�-W12.J. 1••'I•- 1 I I '' I FIRST Rl �� IIIIIIIIIIII- n o' I STRAPS BENT BELOW _ • 1` `� 'S� /'�--- el, it Imo' f NL 1 GP7 �S _Q I'•" I.1 _ i - FLOOR 110 Nti _ I Slti1 1 v SILLPLATEAT16 ¢t_Lci z • -2�1/o i 2-Z, 1,. �! - zu !; - lit N 1'�:_ - __.__ ■�tttt>•It� o �� VI ' 2 t, r. 1 ,1 I dhhl 4.4--/a f-t� .. 1 T`k _ i , .;1L1_._.- .__ �rl� �° - R 0 r .{L- 4.1ii.lbcat� - , l Lb 6-8d NAILS. s� • \ ,� �.�, , - - , I �i �, SIDE oR� �. ltittfis Ll r L 11-�-L'"E b t- ri IIIIIII -° • _ z z /� Zs• ►�R / (�a. rlin. Nr ID x , 1:2x_1• I�01: ' a p�1�T0 •thin c< -+�- a ei I i o! h 6-7� o �-- c� I NOTE: :�I`f::•:.....:::: .A 18" LONG 5/8" ROUND THREADEDir Y FOY 4� a0 n- _10?i- 4 ; w i �► � 1 ( i {c. s ANCHOR BOLTS AT Z3" o.c.�` if j • LIP' ENTR ER (lQ - -- q 1 1 o/1'I- I i 1+UtZ(; AT'RAKE OVERHANGS PROVIDE '\_1 I , --= it•4E--- --- - - : ..- r 1 - 1,1 I © oT+ fiChAJ.f-Tl%I"`1 .i OUTLOOKERS AT 16"O.C. STRAP �'' • I 1 _ -� 1 ( �j 1 •�•��.k..i. zx�� -�� \ TO END WALL SUPPORT 404 LB. • "- =' in _ i , 5 _ � t NI -, �� N. - UPLIFT,WITH•APPROVED TEP v�— 1 t'o.t 5�� -'' �� y N I i i�� "\ � CONNECTION. gooe, P.1111110 01 I I , ..............i �P 0'13'2:1' i I ` VN ` $AG Y+ , i I " ,� / .� - •`� �TYP. EXTERIOR WALL TIE-DOWN DETAIL PLY WOOD ATTACHMENT c{) • - • ' Lim. ,, . / ;lit X ,(i /// /?>?‘ . .:.. �� ` � I i 1 Diii SfGc•[ ��' /� /\ , • / -6:_i_014- \ -mai . -,x\-, , \, I I • I I , ENTRY,pOH. ._... %' ( o, I `', • i i'A►�...'." '�_�0�►\►, 9 1 ;j \ \// • G� / • \,• \ t N j 1='hu M I�: 1�t ir+I zx4 • 1 tv ` \�§-. -____.., 1111.410 - /14///. "\ ' i"\ �/' N . \\N I ,H • 1. • \ , \ N I Al\ II 1 tl H o ?, lit t d \, i u` r .+ v` \ �3),I3�t� :x:9/4 N1I4uopl0luj, �\ / t > Q� �i�� \ \ i` GI-z: • ( • '' ' �' • %.' '` 144e, .-. - / �' , �r //// 1,� N. \ \ // V ' ' \N C t�C � i b G \ ViN / Zakary Hagemann Associates `�,� `. tiny /%'�\\\ �" \\\ �'/ ` ` �\ I I-lo ' ,_6• r 7-6 ;1-l0 1 it - , 4140 �. \ , � ,; '/o /,':/ \ \ V.k. +o. ` , �, � h\ (140tA;irlf3reyayANveeynti.111e77.1\ , ,� ,f \ \\Nr , / l V ' / / trJ\ ti ' \ \ Ni .\91"1"N'-‘11. � : � \` /'e Tel. 516 91� 5680 x• • • \f;�A�% :111>1.,%4CAL(4....42' \\ \ ' '•Z fax. 5iSS22-S6&3 . ,, �,�� \\u \ r • I p I ll I li I n ! p I rt pt , / / , ` (� N� \ \ ,�_ rl 71.3" q,o '(- In -�- to -c} 1. l i I I / a`� Q/ \ \ 9 _ _ I i- -._ 1� ---_-..- --__-_._- -_._- _....1_11...$_11._____- yl __ - �}'� f 3t-'q f 3 -3 //, / / ,SID \ \ y 23 q i' - 6'7 13-Io f - g'79' E..X�`-.._J • D ,(� JI �I" li 13.r t_ lr I u 1 TIL 1 Il - I / / b ,' .. .. / ` \ c • ' - , 92.,_6:::, = _ • \ r n • • • N. `. • . ?, \ ��' \ \ �` ' : TECHNICAL BULLETIN _ ® / \ \ I AS Titers HD Anchor HighStrength Epoxy . /i � � \\+ / / / • IMPSOIN' SIMPSON • Q , TI t E%HD \ � � / or (/or CMS Strap Configuration) Epoxy Tie SET epoxy a wo ',�'l \ b� , // Heavy-Duty T ox is t • / � / / / Screw Anchor �d ^t� / HOLLOW COLUMN UPLIFT'CONNECT'I NS l •� // �' r y -. yep s I Patent 5, 035 8 2 8 100 posolidslepoxy epoxy-based 9 \ / ,' / e __---- .. he Titers HD is a patented, ._�. \\ �v / / "sere' anchor 6 623„2..'..',.,VY dhesive for use as a high _- le +TU S 674- hrgh-;trengt, rr a I • •QJ / /a ::tea / ;'1 1)1 strength,non-shrink anchorfor concrete and masonr The self undercut in ,non ;- grouting material.Resin and .;s_'°'_ .;' \f• Install hollow column anchorage after the concrete pour,eliminating the need to determine BP Bearing Plate expansion characteristics of the anchor make it idea! _ l \ / l' / / / /� -A (lI and nul for structural applications,even at minimum edge Titers HD Rod Coupler hardener are dispensed and \ j D' / a the precise placement of the column during layout.Uplift loads are achieved with a concealed Beam and i Il\ 3mixed simultaneous) through r, ,:1 ` * 4' ti / / N connection using a combination of Simpson Strong Tie Anchor Systems°'mechanical or column by 11 ,,3 distances and under reduced spacin conditions, (for Rod Configuration,L y g • Designer .. r• r g i //,/N\ / Il 0 r / / i.' g �. the mixing nozzle. '. / adhesive anchors and threaded rod or coil strap, (double 2x ``• \ I ,a •g t ` ' \ WARNING:Recommended for permanent dry,interiorfryt, �- /�/ / """"""' ��111 :: non-corrosive environments or provide a moisture "" CODES:ICC ESR-1772;City . , "N + / ! ,,..Rod Configuration beano I , of L.A.RR 25279;FL 5550.3 SET22 barrier.Contact Simpson Strong Tie far more information. • (D, \ . - • /, M Its // ,, / // it This connection utilizes the Simpson Strong-Tie"Titen HD"'Rod Coupler or Epoxy-Tie"'SET / CODES: ICC ESR-1056:City cf L.A. For more information on Simpson 5trony Tie Anchor Systems products see the Anchoring ,,� \ \ , �/\\ \1 // t • anchoring epoxy for concrete anchorage.A coupler nut,threaded rod and.a bearing plate • ' ' and nut complete the connection to the beam at the top of the column. RR 25560;FL 2304.2 and Fastening Systems for Concrete and Masonry catalog or visit wwwsimpsonanchors.com. 4� • /j/ \\\ 11 / / ��, 0/ 1 INSTALLATION - `f . 1)Select the appropriate rod and bearing plate from the table for the required uplift load. I I . 2)Choose either the Titers HD Rod Coupler or SET epoxy solution based upon desired Rod Configuration ( 2' ~ `� \ \�� // ti' s/ / i ( performance characteristics. Installation t • • • • { 3)Mark the slab for the center location of the column. I I �1 •ti / \�'/ / / • 4)Drill the hole to the specified diameter and depth per requirements for the selected • / / anchor(see table).Minimum concrete thickness shall be 1.5x embedment depth. • P \ \. /' / • • 5j Install the selected anchor per the installation instructions on the product �� ` / / For additional installation information reference the Simpson Strong Tie .• 6- N. \/ •_ packaging, ' : / / • Anchor Systems Anchoring and Fastening Systems for Concrete and Masonry Threaded Rod - \ , catalog or visit www.slmpsonanchors.com. . 6)Drop the appropriate length of A307 threaded rod down the hollow column. CNW Coupler Nut = IB / \ g 7)Install the beam,drill the appropriate diameter hole in the beam,and run `�� ,1, / the rod up through the beam.The Designer should be consulted for approval . rrten HD Rod coupler oriiik .-, . SET Epoxy Anchor ` �► ` ., \ \ / to drill through the beam. �, • • • 8)Install the CNW coupler nut onto the anchor and install the threaded rod_.• \ \/ / ( into the coupler nut.Anchor and rod should be visible in the CNW coupler nut . \ / Witness"holes atter installation.. 414114O: \ / V r ,1, 9)Fasten the rod on top of the beam with a nut and the appropriate ' 101111: . • ,`,,, •\ Prawn ✓i Checked 13q: bearing plate chosen from the table. . , • i Minimum edge distance Minimum end distance _ �` '' S1:al e. nate; to anchor-see table to anchor-see table Allowable Uplift Loads:Rod Configuration . Threaded Anchor Minimum Minimum Minimum Uplift Capacity' l i Bearing Plate Coupler Nut lt_.__ i..G„-. Rod Anchor Drill Bit Embedment End Edge Model No. Model No. SPF SP DF -;v7-:-,.. ~��' I 5 '�Q I d . Diameter Diameter Depth Distance Distance ��. P TITEN HD ROD COUPLER'ANCHORAGE Project ride: t��tlagt ►6'µ '•r,�!r 1 �R�/ •• •» ;� _T.- --- ------- - ---- -- L . .! ..»_.+»,....�•-..�.,.� ._..�..,, „•�,,.« -•:,»�.,,,.,�.»�e..-,..�.,N..,,-,.-.�.�- ,.__. _.,.»..kms, ..,ro,„,�w.., W 'h AIR 7HD501038C ',b i 8' 16" N/," BPW-3 -' 3720 3750 3750 . ��♦tt,, °.( `"• J I —, r., ti`Lr' � •. � YOe `• ` �► 5 �. ►xi 4-pro ect No, T 1 lp ..`' �,,, ,� � brawl �'ltle, Prawinq No, _SETEPDXYANCHORAGE — - - I ROPOSED SINGLE FAMILY DWELLING . ��KRz<< 1/14 H i 'h"ATR 'h'ATR I 'H," 4W '___3" 3' BP'h-3 CNW�h 2420 2420 2420__ > 'b'ATR 'u'AIR 4: 5' , 5' 4" BPsh 3 CNW'A, 3670 3675 3675 �j I +/,"ATRy,'ATR r/" 6,/�. --7-- --3 BP'/, CNWY,— 2990 _3980 4400 N� `r -9� r."� �tj�p��-1 I 1-�� Jp �Cj 'h'ATR Sfi'ATR - —i" 7a/:--- 8" - 4 BPr/" CNWrh — 3530 4695 — 5195 - BATTAGLIA RESIDENCE _ -- i N 1'ATR _1"ATR 1 W 9' 9" 4" - BPI CNW1 4830 6420 7100 , I,1 Y;:• ,- x A c_ 1. See current Simpson Strong-Tie Anchoring and Fastening Systems for Concrete 6. System capacity limited by perpendicular to grain wood bearing capacity(SPF= _ 1720 f10E3ART ROAD SOUTIIOLD, NEW YORK '' N;z0. az�°iso , ;-"•••°4.. 0 6''a and Masonry catalog for complete SET epoxy and THDC installation details. 425psi,SP=565psi,DP' 625psi),rod tension capacity or anchorage capacity' ' u 2. Allowable loads have been increased for wind loading with no further increase allowed. 7:Anchor length must beat least 2"longer than embedment depth. �� "�•• . t�2 3'.d�•�. �� , W 3. Minimum concrete compressive strength is 2500psi. 8. Designer may modify epoxy embedment depth and edge and end distances //• P. •\,`., !,•'// O t4��`t' ��`•�``. I a . 'k'Wrench size required. per the Anchoring and fastening Systems for Concrete and Masonry catalog. - • //f'r��!!!!ttl it�L�� "if p 1/f1111I[t��`!` • 5. Titen HD rod coupler includes coupler nut for'h"diameter threaded rod. 9. Threaded rod shall be ASTM A307. 3 25- �11 / 1 / / _ / - -7e lal•Z I / _ I 1'0 / III •G - 1 q ¢. . . i 1, N _... - Ir rt 4• i_ h - '' i, 1 Il 1 3II = t- n 1-laII ¢ 61 u 4� i I �.... . .__ -_ 1 11. - • _ / �a / �,� � r._-.- 5-0 � - - s-o ___.--- _ _3_0 �. _.._ if-ion _ f 3-0. ..-'� __3-0-_._�._ . -----II .5...---. _- .--__ ___._....._...!`_.. - _.. ----- -� 3-:: .../ ..`�- ��, �j � � --....--� g-to : -2-g -f -___-_-- " I o n s 12 -f-Azo l,01.11 t4 PI-. . ijlE�pr'1►�i�rl:Dll��Tvp�al�.t~i --1 I I I 1 PISLh-w.F_( rIrc+i Ifo/r7)alJ J. o 4412kA9 r n — - 12 Y _2 212 .,.__----__.._ _ - ......_.... . Z Z — inI 6.1_,__Z__WC l•� � � a I ':_.:,,,-,,•, :.,,,,,i,-,.;,::_,,,.- 5,7: ____ , ._ Iwo. \___73.3 3 22IIf • 7CI ". , ; - 2,-:-:- . _ - - = _ _ x k ' •v 1S \� BALCONY i _. _ _ rct} �Tc\ 'BAL.GO - - -. -. - -_. . _ _ �, • _... // \\ u,4. \.._...-- 2-Z'4/c) to _. �2-2�cI 2.2 . k 4� 2.2. /o -2-2Xto- -- - :1_-.._ - - .. 2_2 7 = , IT 5 . , .._ . c# „0 - r - �� ids AIM i SITTING AREA \' 5w • ,o 10 _, I N tl� ® II - -,,.�� rc, , 7 IN I t 1 4 I I�V.�tl= Y- '� .. ...( N 15 -I- - - - -- - ( _0 ; - - - - - -x I -I 3%al, SR . QAC \ 'C � N ,�� I I .;is , i �p ' ® a\ �'`� vel \ i� T �• ,•( . ,k9 \/IL I r. "� i- V I BATH IN02 o 71 x . . • \ i �.\ 3 o" I1_Qn BATH NOI' \ �\ -- -Cf I I / _ t �-- - - ` _ , ' 36 OM 1. i I LINTEL SCHEDULE:/ 1 ' \fl �/ Fif I 1 • I �" \� • I 0 -\'' `\i. / -- - - ` �. I ® i LINTEL: L`� I "F? I o \ t i BEDROOM NOI' I • Th wALK I N GL.OSET I s i ; SPAN i r 1 ;. ! \9 MASTER Bf rJgOOM I on,1� I f r 1 ^ Dau / \ 3� t BALCONY _ I i U P TO 3'-0" 311 X 311 X . p. i bo r I _ I -d` 3'-0" - G1-0" gall X 3i"X i" ^� t F? -- + 3 b Hl bla.fiJlt*Il-0 �.ILTv.I '.. r . - -' G' OII 1 " p M 11 I N. ( T I 2�'' 2�L' I 41 ! `' -r - - ;� 0 6X4 X8 , C'. ti \• ( I I ! I ' k :UPPf. '4F-EAT ROOM — s - ABOVE 9'-O" COORD:WI ARCHITECT t�j �WIHIRLVOOL TUB —� 151-0' I I(01- 1 j Q ' �3;�,r I 1 Iz t ?•2xE �37 ,► �� I /�1 r l'✓�1-� N i� �- I . ' I _1 ( "i-G lYr _ 1• ' 'iiti I✓`i W�, hOv1pF 1 I I �9 i _� '/ '� _ BEDROOM NO2 �a I ht-Il`�Ibt��>4 V I-�1pC1}obw-1 i �I o - - o�.tL— - 6 k t ® rJ I— — — — —. I y4 •,, I I °jI iL�a}..t-=e LII�FTt �_ �� a�G�tF1>z II i �� D 1`Lk 1r}g OI.L jk FhbSlEtipC 1,‘N mSW.74.71,..ilffi704\`'I N I Imo') •._ --V —. ' _C?i2 -_GS_-.Sr•Ltcrt-t7.1 —Cr \ OA A .'1 i 3� i , NM D 17111441S21,1P, 1 ' . ' , 1 ��_ 2 _ /V � -- - i I N N. 3�t E7rnstl - -=.-t.__- 1--) 1• O ' ' 1 , 1 , . , , I i - 4 1 - --- 3 . t ,,, ,:, ,� , •TOIUE t I MI L_ I 1 }- -�- - -- - - •) f-I__.1. ---- - ---T__J -z I---1 I I I- - - - - - - - --11 _ I to rt{r 11 - - _ - _ �-2-,<4.) i`• • Q. 1.. ?0 r ^! , I fiN I i I Le-�It�t� I �. g 1 N 14 . _® �I ;1111 2 9-�' ( i►1 JI - ,ap;� to-in I I-0� I Pin 1,� (0 •D i ' 31-b ?4r��I '-�, -n I ► n 'a — — — — — — L rr— — — — 35 t.29\ �- q I - f n ��I i` -- __ �' r ti fi _ 6 o N --- — I '� # g \ I I 1 L_ = _ I If�'`i' ti = Srn.o !�1us 1 i , z _.. L �. _ SHOW!,k I I 1 �- — __ _ _ _._ — _ _ ._ , -__-+4.. '_`- -_....._....."-tY.._ - I I v T 1 r 1 I T� _ WIG �BALGONIY. -� - .I DRESSING {' \ - -oti+i �,I ' _ I t > ? Zero I a„t_ - ' i r VI\41 N LtpWNDI1\ �. ,. I n I BEDROOM NO3" p u4"/U4 tT a 0 II < < -.��'c--o'F �I -f ti DN D --�=�tii-i .. N . 1 �- . --pcktc-`.---_-----_.. , N 1 RN:itr.t-L--c-t-limktli 1 I • I ! I. ----� I I `3° /, -4. _ C)F14. Li: ° /...' . ,, , , _ N I�. HER DReSutNG I I HIS DRESSINt : I 1.9 , • - 4• */ , ; x, q3 I • _ . ,. - .. ,) , 1 ,, • i .. , 1 _ , „„ i __ _ ..... , =2ro:: ,�, i I 1 I 3/z 4 Isr, --_ � � — _ 3 35 29 j . . ..,_ • , , �2z, 21 12L1 I 1 ,I I I \ 1 3 a src1 i .1 1411:) // I I I I / .-I 1. 1� ? z x/o i.- r2y' I - I !I .41 f- Ats_,_ _ ,t .— I -T = -. - ( —_= � _ O �2evl51ons it Mt BAG_K HALL. =o_oi<-'rls -�. 1 ! � ` I�+�.G ; ` No, natio nescriptlon t4 LASS M II 1 AS .S�Ltrarich - _ I ' _ 31 .0,41; ` r 4/13 n=-- F�;- p. ��':__. I ;I a I n_ __ .. . t`tom J t yy GAS• I I o _ 3 i III I I ��- \ ,- ,1.o" -•� =�- R 'I 11 i'i ti • - /�\ _ _ —.___._._..--_ ... _ - I i ! �MVUTER ROOM i ' — ..itit': , , I r _._ . , ■ min ll�I r e.UPPER OYER -- _.::.: _._.:. ::-_._.._.. .. ! , �:2.."..1‘b • x (t) r I 1' 'Z•I'IL,c Z l u. I �y - �►� -2 d - j N gl —.,� ® : • / j: 23 2n i =� ' / To I' N \ li • I - leci,_„„,„t4„,,LN je,...._ -....I • t \ .. \N 5e°411-rI / 9- 1 / I 41 v \ '� o �i. . V —\ / \ \ \ i o r 1 .- ,o .r.. N 59 x tv / . „ _ �� r�� ,A, \ ., • 1 , -1\ NO ---1--; -__Jt-t66 -•' , 6.: -.. 4111 \ ct•Elt...0-4-1, i i - _ ,- 1!•-- -t - ,,G, . s —14,..."„ei.._ La--eid-re--(___ • n t,; — t\ � / t \ r3 E DORMER \ % \ 1'\`.00._ 5 20 \\ \ ''s --- -- -:' '” A:i .. \ / . 's \ 'Z H _ . . , , \ ,,,, ..,., ..7., ,, ,./. „ • , :, , ,, .......„ i , , roi , s , . .. , , , . io, _ \\ , i. \ 4.1., \ . • 0 :_-_---- -� \ \ \\ �``\ , \ \ \ \\ C� 1 C I C V 1, , . G-II' R .0 ,.,' ie. ' 2 \ i \ \ \\ \\. . • i , �. \ Zal<ary Har ernann As6ociates 7 \ ,• c.1.. .•.: S,,, ,„ ,. , . _ ,•\\,,, .. n). o \0 1 34 Audrey Avenue - .f. 1. _J. I \- ,., .\ \ �.0 DORME s'N,\ CSeter5 N.Y 117`1 \ , ., Tel. 516922-5680 \ ,, �� Fax. 51e-922-5683 • ' I- 0 ,, I— n I_ II 1�, 1 11 .1 1' —1 I� a j1 1 I 11 I p I 11 \\` / • q D 1...911.9 '► 3 5-Z z '� 3 ti-z z - I I-S I I �} -) ql• 3-21” 3 3 �, . • / X11 3 / 8-(°" Irs'-OI' M .pll _ .- _-- �3I �n o!�-Z1' GI ! I31- I O' • / ,-'%i ' %`\ % ,V \s ' � :\ 0 ,, , cli ' : , Jp ` / • • ' ,,‘ - : , \ 4'-L" _ . \ ' \\ ATTeR.. --- \ .. . \ , . . . . . \ . , \ \\ \\ \\ 1 \ \\ , \ / . � ` \\''.\\' `\ N. •\`•y\ \\ \ • \\ /• //� // , 1• ``\. ``\` ' '' // ,/ /'- /' f�,;-'/ • , ''' /a / • , % , . . 7-' 7-. M././//7 / **41" 14\ , . .„ /1‹. `i Ai& 3 //,;\ / v / ', /,', - • / . _P 10�_`�jt,c}1 (kolvFlrls. /Q, j / ..\ 'cl- lipi* * \e7 ‘` \ \'' i /1' ' ' / '''/' _3(0.1.41W4.:lrr�0 �i�?AI {"'i{ \ ',-,',/,/,,4 • • //: ` \`�\\ \' �'� ,• '\'\ " ' '. //, • •:' •7„- / \;\ :\\;: 2 //'; Checked f3q " % Ii,13.icarawn: bate: - • / , - Project Tide, 1:2e.i. te.,. s1,9,---44%;,, t- K ' ; .ir• ., ,4��R nrawinq rale; project Nol nrawinq Nol PROPOSED SINGLE FAMILY DWELLING .�� z�'� •Y '°'d ill‘ w �/� z i Z :'til . = _:� ' i�.t ; 7%'a c -:: -<...6 lel :=Loa Ir 1_ 44, _1 A-4' 1 J --.V� � G- �r_+ = a :fits:. \I,. Z ✓1: • • B •AGLIA RSI DENCE _ *. _ ATT .� ' N 1720 I-10BART ROAD . 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"e r lir . . ��^"_ `-/I��'//s - ra�'!R' 7 IIIIIIIIir.4111111ft....._ IFI girliftiali 'ice I I --- - - lE- — I -i it - 7 . r ! :• I limill !I IIIIIIIIIIIMI 111.11111111111111111111111111111 . , --______. --....imming . 2.. II . ...1 . ., -- - *C=-10=e_.-=1:al---0C-7--1-4-1- - - 4 •15A 1,, , ..,, _ _ , , , „ 111 _ 1111111MOMMIII __ , __,_._..7 .v.minci \\\ , 1 { �= \111111111 \ - I E • , t = .. , oii \\ ,NA 1 • - low— I ,. -,,.. .„-,--,,.......----- .--....----:-....,.... 02 4: \ \\., '4 Ga�T V ` . Ic Inti (-,,L III.rirr .1\ NAILING SCHEDULE �o JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ‘1/4 '' ROOF FRAMING \ :71.et'./. I • ;. ‘• � \ �, ' \\ ;\ \ i • RAFTER TO TOP PLATE(TOE-NAILED) P RAFTER ` \ R 3.8d ER CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-8d PER JOIST rV \ CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) I, Z A, EACH lAP l Oi O \` \ ` `/ /// ``/' \ CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 8•I6d )• ` , ` COLLAR TIE TO RAFTER(FACE-NAILED) 5-10d EACH D CH LAP \ \ `: \� ',,.', // \ BLOCKING TO RAFTER(TOE-NAILED) A H ND \\ `` \ \ \ ',''' ` ; % 1\\\ \. \ yam- �.� �� - 2-8d E C E '\ \ \ \ \ ,` . r //, \ c 1 �� i l./� C l./ RIM BOARD TO RAFTER(END-NAILED) 2•I6d EACH END • WALL FRAMING \'\ , `� // / \ \' \�� '\•\'\ \\' `\\\,\\ \ ZakaryHagemariri Associates T FACE-NAILED 2-I6d(I) PER FOOT \ TOP PLATE TO TOP PLATE( ) '' � N . �\ '\ TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE N r \ 1 Aucfry \ \ \ ��'j'' Avenue HEADER TO HEADER(FACE-NAILED) IGd 16'O,C.ALONG EDGES : `l • P R BOTTOM PLATE TO STUD(END-NAILED) 2-I6d PER 2x4 STUD \ / \ TQ Q \ I \ Oyster say, N.Y. 11771 3-1 Cd PER 2x6 STUD • • ' \\ \ 4-16d PER 2x8 STUD \ ` \ \' / (� ///' / N IST ` ` � +�._.�l•1•$ttj,. . \� /�III��^ BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,E DJO 2-16d(I.2) PER FOOT • \ `' ' �`,�/ / OR BLOCKING(FACE-NAILED) \ ` ...... \s, \ \ \ \ I / ` \\\N\ Tel. 516- �..........—56SO \ /\ FLOOR FRAMING \'`` \ \ �\s\ ' , \I_ / \ // ',. , \\ \ \\\ FG/1/W 51S-922-56E33 JOIST TO SILL.TOP PLATE OR GIRDER(f0[-NAILED) 4-8c1 PER JOIST BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END / BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END • / \ \ ' BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3.16d EACH BLOCK // // LEDGER STRIP TO SCAM(FACE-NAILED) 3•I6d EACH JOIST JOIST• ON LEDGER TO BEAM(TOE-NAILED) - 3-8d PER JOIST /' / \ BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2.1 Cd(I) 'ER'FOOT / /. \\\<.) ' '' . • . • \ . • ROOF SHEATHING , `\ STRUCTURAL PANELS 8d FI O.C.PERIMETER, 12'O.C. \ \ \, \ t= j`' FIELD 6'O.C.ALL WITHIN 4'OF , \‘ , \ • \ RIDGE AND CAVE \\ \ , / - \\\ti `'\ DIAGONAL BOARD SHEATING 2-8d 3-8d INC'OR I N& PER • SUPPORT IN I O'OR WIDER \ ` PER SUPPORT \ / \ \� r ` \• \ `�\ • CEILING SHEATHING \\ ` � / r - / ` \ // 5d COOLERS T EDGE/10"FIELD \ \• l / ;� 1 GYPSUM WALLBOARD I i WALL SHEATHING \'., / / STRUCTURAL PANELS 8d 6'O.C.PERIMETER, \ \ \ ' // ./ // a • 12'O.C.FIELD \� �- \ /�' /// )( FIBERBOARD PANELS • 'FIELD \ �7 / • \ / :/r/ / rf// �/' 7/16• 6d 3'EDGE/6 • 8d 3'EDGE/6'FIELD / // 25/32. i .. /` /' / / / •/ { 0'FIELD - - • GYPSUM WALLBOARD W COOLERS N/EDGE/ I \ l 1 / \ HARDBOARD- A N A /` / / HARDB W WA / PART1CALBOARD PANELS-N/A N/A WA 1 DIAGONAL BOARD SHEATHING WA N/A WA \ \ / I 1'x6'OR I'x8' 2-8d PER SUPPORT 1'x I O'OR WIDER 3-8d PER SUPPORT �\ ,\ \ I ////, / % . A \ ; /,;. FLOOR SHEATHING ) \\''\:�\\ ., \ \ </////' , // / STRUCTURAL PANELS \\\\' \\ /' / I'OR LESS 8d 6 EDGE/12'FIELD \ / WEDGE/6•FIELD \ ' GREATER THAN I' I Od '•�� ` ` �. � � /% DIAGONAL BOARD SHEATHING I'z6'OR t'x8' 2-8d PER SUPPORT ' 3-8d PER SUPPORT \\\\ \'\ \.-\.\\\ `�\\ ////' ',/,•''•'�� I \ .\ / / I'x 10.OR WIDER 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6.ON-CENTER AT THE PANEL EDGE,IF WALL SHEATHING IS NAILED 3' ` \ �\\ ` / / ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THC LOAD PATH, A ULAT[D NUMBER OF NAILS SHALL 8C PERMITTED TO DC R[DUCCD \�\ / /! // 2 WHEN WALL SHEATHING 15 CONTINUOS OVER CONNECTED MENDERS,THE T B TO I-I6d NAIL PER FOOT. \ ``\. ''i , brawn 13y; Checked [3ii' • \ 5ca�e; nate; I-__-_/q,._-11,c," sl-t40.4 5 I 2010- - . � o ravel o • t s Project 1"itle: ��-- r. 4,9 • •ctR • r= `�� brave nq"ide: project No. nq N , PROPOSED SINGLE FAMILY DWELLING a 11\y\ , ' " • • . ,- . • , ,,,,, A_. 5 5ATTAG i920PC5t}0_.1=ic-Tir-dj.-'1a4d7r1 I dc--, , ri i....L__ ._ _ LI A �.�5 I D .. --).vie .� ,... 7. :��_. .)._ . w 1`720 HOBART ROAD SOUTHOLD, NEW YORK ,{�V• °?o�3 2�N-�' 14"19/1/1,h iliit 3,. Arill111111 .. .. .- _ ..._.+c - .-. • PROVIDE (5) 8d NAILS NOTE: SECURE PLY WOOD TO ' • Ili I i 11onulily - . I '� EACH END OF I1"X 20 RAFTER W/8d NAILS AT Oa G" O.0 WITHIN 48 OF . h1�1�1�isrE �sm 0 :� GAGE STRAP @ 16" RIDGE. �� =__ , O.C. WITH A CAPACITY RIDGE VENT • I I OF 800 LBS, ■I�� 4 I _ All— 111,I\ilk.' 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PROVIDE I I - Auth' yAvenue v v - THE ARCHITECT WITH A COMPLETE SET OF SHOP DRAWINGS FOR 2,, I I _ u1 yfti'Stasi s �ti - - v1F Vlls I/z► Vi. 1 �IJus,ToFl4 kg- AS Si�LKcrt;p - APPROVAL PRIOR TO PLACING WINDOW DOOR ORDER. ANY , I „ z_' - - ? - I Z Oyster. � � N.Y. -11771 . n • `�' WINDOWS OR DOORS ORDERED WITHOUT APPROVAL BY THE I i -I -- I -- �. L.-. .._ .0000._ _. - __� . . . j l'-'or Farr tAsiel- W000 .,. _. . I n r n 3 ,, 5z p„N�u ,ppLljdbMco yp�30� 2-q 7-0 1 /4 pala . I i'izi`1'c-r, I�II-4 ARCHITECT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. . I I I I 1 I • I I I ( I I I r-� I I I I 'Te(, :516-922-56E300 PROVIDE HARDWARE AS SELECTED. PROVIDE SCREENS ON WINDOWS I i I t%'' I'�? I I%'' I I'/1" Z'` Z" 12° II%" 11'�?'` I ',I, I , I , w " I:" �>UrI A4.4,-I FII-K'1-k 4 1 y' -it- II� I I/r ' " 11',z" I/!" fax. 516-922--5683 2 . Z IH IV I/z �Ih 12 I-r0t.VrtVIVR• . v?''_ _ IT 1/ 53 c.14.b It�S:61 h1ARvl1•� c1111�p Z67o 2•b,( -i-ZZ - cl•Ab I As S�LlCcrlrb Irlfnil sc.Rrehrl•l I I I._.... r--� G AND DOORS, EXCEPT FIXED UNITS. I { I , I I I I -1 ( 1 I _ 1 _ 5 I cr11•tbr�7l2 -I�" I 1 „ r I I I � I - .` _ - ti 0000._ I I �_ y ripr twrrfe04-tai 1,613- t n -11'0' 1 n +, „ _ �_ 1/Z alir t ! -pr. 40l.' AppLitsu Ho .l.ffp�tau rc . Z-4 1'0 I /4pa„►>1 I p1t11r 111 I I l s 1 q YJ S COF-i t7 rue, . Y I 11 ! i ._ 0000..._----...___.___.._. ..- 0000. ._ �� /� C• �-�� /CO.. ) 1 ' SG _. ._.__.. al I 9 , .. t . , ., ,_._ PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM ` 2'' _ �1 7'' _ _. i -- -0000 --- 5. 2 I . . Pa _4__..I_I�,_ _ _ THICKNESS OF 7/I 6 INCH (I I , IMM) AND MAXIMUM PANEL '� Y Ne '1 `f SPAN OF 8 FEET (2438 MM) FOR OPENING PROTECTION IN i SFb I.J 1-L h- n r, _ '' 0 ' ,. I (� f11l d cSs I o T ��- ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE 4 I IY�I I I/. I I/z I2 r/2 I/2 I I�r 4" 9i1 I��" 11117'' . • 1 �,1cL, - - VIF Vrp Iz I 1 t1U.S� b�"It, ��fz AS SitLrcTs�b PRECUT TO COVER THE GLAZED OPENINGS WITH ( I I I At-uh f1�NCi f C UI F p ! 5" i' • • ATTACHMENT HARDWARE PROVIDED. PANELS SHALL BE ® CIAO - INS wrN� h7�RVlnl 5 I �'lo'� -' b I _-- -AS ,SELEe- 'tR7�. NU SGi2 nl PRE-DRILLED, LABELED AND STORED ON SITE. l II ( I I (. �oGB CV 1,... ' 13 r r 0 too 6 vp, -to/ G/An 1.. . ._..... .._.. ._ I --" - •® I • _ .0000 I I , III • I I I ❑ WINDBORNE DEBRIS PROTECTION FASTENING ( - i I --'-/ 0 • SCHEDULE FOR WOOD STRUCTURAL'PANELS. 0 • -_ - cod 9„ co • 'fF - �� Q,, I. _.--.ILS -rug.-- . • -i-- - n • 2 FEET 4 4 FEET 4 6 FEET S -t)_ >�,►-i ..-. 0000 0000 .-. ._ _ FASTENER ER SPAN PANEL PANEL PANEL / i' _.---. _ FEET e 4 FEET S'6 FEET 5 B FEET • 4 '1 r� 1 ill <2 ❑ 0000 - _ _ t 0000- ._- 2 I/2 /16 WOOD T rY _i� ❑ .. -. . . 16 16 12 9 •; ,'/Z�,- I'�21' v ,- - - --- (o p- . . SCREWS i- rt I u �Y 2 E -t'-.v�t_R I t, .I� rh , I 'h - llb l+tau ..:000. , /. . .. . . _. ..._ . . SCREWS . 16 16 16 12 -- , /` _.. fv ,I-r I 1R I'- I FOR 51: I INCH-25.4 MM, I FOOT-304.8 MM, I POUND-0.454 KG, I I I ' MILE PER HOUR-0.44 M/S �� o I � I ❑ __.-_ A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3-SECOND GUST)OF 130 ..,,0000..._ ...0000_..._.. 0000 0000.._ .. -0000 .. ..- MPH AND MEAN ROOF HEIGHT OF 33 FEET OR 1E55. i1/2" ❑ 0000 _, - - . 1' • in B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL • -• - - . .. .. .. ... . .... . ...... . 'PANEL D LthoI/ C mit #�f��'t'•'1�+.-CT' I 3 C.WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL 1,' BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM u -1"• ill 172Y1t2V_____- 51-1-A&S"WITHDRAWAL CAPACITY OF 490 POUNDS. EGT'g.It.l. 1- • 0 _._._-__w_.__.___._ NOTE: PROVIDE AND INSTALL ALL REQUIRED DOORS, HINGES, CATCHES, - -' - --STOPS AND OWNER PROVIDED LOCKSETS. CONTRACTOR SHALL------ --- ' A I PROTECTION OF EXTERIOR OPENINGS. VERIFY ALL SIZES AND REVIEW ALL INTERIOR AND EXTERIOR ii :~f1 fi7Gl;I7 -FLU VI 1211-1-C, i` Etz PIAGtI'A'Hbrawn PH: Checked 13u; 0 DOORSWINGS WITH THE OWNER PRIOR TO ORDERING. • 5cal e, nate; 0000 . . / .'�S b `LD 0 - Project 1'ftle, �tk::. 7,:11.401. I got ' u4/,,oz _ -SINGLE w 00,00--0000 _ .�g� fy�c ►�,,� brawinq 1'itle: project No. 17rawinq No, PROPO�i=D 51 NGLE FAVI I LY DIIVELLI NG i ,,�, ��K 2 ° • ° : _ _ N F t. i« .e''' ficce'4. A N ("). , Z T cr � �'t z`` ., t; �G.- {-'l ri-(I C. i l-t.4 i�1131�4 -. -I St d 131-- ,!..1St`)BA A IA ESIDENCE :I .�e � .� I: . . , A_ 1 0 _ . . ,� do o �oU �,>t:.ti� 6;�r� 0. 1720 hOBART ROAD SOUTHOLD, NEW YORK �r�0?"a�. �� ,,�e's'2a3;, �1 �f°�i�rr:ris+iln t�� Plpif� tssrit0t� `�� .. . , / ' . . . ' • • • , • t V . , , 4 • • . • • , • , .//// • • . . ..., H / . • . , . , . • . . / . : • . / • . • . • / . . .444 . ' . . • . . . . / I . • • . 0 . .. " 1 ' \ . . tfetr . u_ . . 11111 u , . , . / ____ , „, -..-iv , \ • , ..1 \ . . . -____ 40 di) -. .• 1.".. ...---"" ..'-------- ------ . . . / , -. -......,.....0 1 ' . g' it4VF . / .. it.........,-40.---- ..N. . . , • . • . \ \ 0‘ F - I , . • . . N. :. / /- -- --- - -N7 \ • . .. . . \ , • \ / \ \ • , c„r 1 pi GT 1II) Gri Po cv-t 1 .... 1 • // , • , . ./ . ' \ • ••••=7.::...•••• • * IN) I Of, * ••• , i. . •. =.... . le7Y • • .• • • , N \ \ r i , \ •• / / a /. \ Of ....... • 7--- , • . • . , .. • 4 -ir 1 • 0-____ , \ • ,/ J . 1 1 , • • ---. =--. i j 1 t) •• . J ...------ ) ..- . . ' . , 1 i .. . ----:' • \ • . r , - ,..,:,.., - . , ELECTRICAL LEGEND \ - IL I . • • ' '\.. ..... 0 411.140 : . (IP t.. . , . ''N' . I I I4... . OA . 1 SYMBOL , DESCRIPTION • - 1 ' --' -- - 41 u 1:I) .0, • /-2-- --.: - , 1 ,......., . • . • . _ , tgIP\Iaillan, ''q, 4;t' ' . • I - IF ,ip I • , ,, .. • • o:f; . DUPLEX CONVENIENCE OUTLET-DECORA WHITE(TYPICAL) 1 2'AFF , • . I /1 • I. a go , • . , .•l„ '••• ) . I I 1 :A , •• •.•• ••••••••....• 1 L--..., • , cy ... ' 1111111bNab... IMP ' 1:‘J C ,-- • _ \ ) " -' !.. - -- 1 •„ ,•my 1 .,., 1 DUPADLEX0CuOTLNEVTE.NII:N.CArErOoRUTL:T-NoDreeCDORA WHITE(TYPICAL)42 Mr :s•.,‘ * V ..:2;..-,• -- k.1111.,. 1 ..A......_ M 11011101111. 1111/111•1100 *' ''-- --- - . G. E. , r- -'• / / \ \\ \ • • . . • Ot3C Gil • GROUND FAULT INTERRUPTER-42"AFF,UNLESS OTHERWISE NOTED • orI4 . i:::- ._...-•-------------:--1 • , • . , . L ... . °CO •.)wIr,,, 1 • \ , . . r flU5H MOUNTED GM FLOOR OUTLET-COORD.LOCATION WITH OWNER • .•• . , • N . / i• - 1'4 - .- i . ' 1 _________„ a ' [ 11 I. , .. . . . 11-• 1 [ j L j ., I 43= EXTERJOR WAfERPROOF OUTLET• I 2Y ABOVE GRADE/SLAB • . F - ___ ___ _ . _ \ y %) y r CABINET MOUNTED GPI OUTLET-COORDINATE W/OWNER MD CABINET • . • ZgC c , • • • - *0 -• • , Al, \ , MANUFACTURER , ;,. J J • • . . . i . DEDICATED APPLIANCE OUTLET . . ( 1 . . • ,... . , ‘\ -04- I • . ,\ , 44 I \ . , 53124.wTACy1-15-vADTcCIIORA-COORDINATE 1-1IGHTS W/OWN(rwAy As Naito) 1141 •:., • -TITO LJ I'VE iz Mt-11 Ly rc-sc.H 1 A . • E- • eit -,;, . 1 . 41) . , , . 4;4- DIMMER 5WIT01-1-PRESET . • --- -- - • . . • . -, 44...n 1 t- • • 0 - -- - iti . - - - - oc- - .. n. • • . .... . • ..... : 44.,.. 3-WAY DIMMER(4-WAY AS NOTED) . • I I A I . t4 . . FAN SWITCH W/SEPAR.ATE FM/UGHT CONTROL5 , . I * II , 1 * 5 I 1 I i • I ' I . I. . . \ . DA REcesseo DOOR ACTIVATED SWITCH • J J . . , , a . +A REMOTE O.H.GARAGE DOOR.OPENER WI SAFETY FEATURE AND UGHT.VT MASTER- ., • • . . I \ • 0 I I - ot I) , • . _ I. 4 • 4. --- - F r kt\ FORMULA I -WHISPER.DRJVC IF . -- ...... ‘ r r . -- • ......... I 1* r# . F . 1 , Damon SURFACE MOUNTED LIGHT-PROVIDED BY OMER,COORDINATE HEIGHTS W/ : 4' I e ? ( *Iii, - =. • , I , P' , +B , F ' r . main'ecTi OWNER. ./' I _01 , I Ilo. '.• F I , . OWNER.PROVIDED WALL LIGHT-COORDINATE HEIGHT W/OWNER. Tyr-EXIERJOR • , ------1 • I 1 .II.. Ili,I I I,I OP Ildip4 .•• • , ' ••• ' \ 11)-c RATED • ) . . I • • • . \ ' /r .. . --- ( . . . 3 1 . • ... . I . ; , , rr•-----) -- 0 0 * 0 \ i.k. „; la • • . , / +0 ,,., OWNER PROVID el)CelUNG UGHT .... _ _ ___ - _ _ . \-- -- !I.--- - - --/ ... qf r..' 0 q) (..--)(1-? 1:1) ip-ey, . . . ...... .. * OWNER FROMM CHANIJEU ER/PENDANT-PROVIDE REINFORCING IN CEILING AS ; 11 _.... , . ----1 \ // - /7 \ - +E • I 1111) :-4711)N...'-----' (r) .EsAt , • REQUIRED.PROVIDE POwER FOR LIFTING MOTOR PER MANUFACTURER. . * i 1 • • • .e. , . '4,„ a. . ilj NE . =144 FLOURESCENT SERIES(ENERGY STAR RATED) I f-- \.. . . a , , 11) ttP CI) 17 .• . / \ 2 DESIGNED TO et INSTALLED vmeRe INSULATION 15 SPACED AT LEAST A MINIMUM Of 3°CLEAR Of THE MOUSE r/21/ ,,. / --- -- -7,- • ---; _ - I N... , • ... 1 - .>' - 1.„... _A __. __ ___ • t., . ,• ,/\ ,/ • r t : - . JUNG-ICPL 526e SERIES 26W Cri.HOUSING WITH TRJM NO.2185-WH .,,,, / / \ / / • • 10 I , 1 • ; \ " ,/ JUNO-ICPL 9281-32seR1 es SUPER sLoPe cri HOUSING WITH TRIM NO.6045-Wt1 i 4,gt • r ?G ‘ . • 1 . I: • I , . • ' . e Ir. \ e . / Ny / r ,/ /\ ts . ,,,s, .1 _ . ., i 1 . I . . , . oi 4 . , . 4) t., t . . \ , \ r.,.N.Row.,7,..,LocA0,18.Nitif.PL526eu 26W CFL HOUSING WITH TRJM NO.21305-WH • / . - _7___._ - N I . . : I • • 1 JUNG-CLOSET LIGHT-ICPL5 I 8RE 18W CFL HOUSING WITH TRJM NO.2130B-1M1 ' / \ 7" . • • , . . ,• .1-•- -LY / • / \\/' \- / .\\ ...._.......:... It. . . , . •J JUNO-MR I 6 LOW VOLTAGE HOUSING 4"WALL WASHER TC 44 WITH TRJM NO.446-1M-I ' 0 tx--7 ..v. - . . . , • . • / IP.5 ''''' '.5 iiii / / • /\\/ \ ../ .. \ . / IIA . . • ' ' ' I • . • • , . ... , _ , •k JUNO-3'INCANDESCENT HOUSING TC 1 8 60W MN( WITH TRIM NO.TC I&184B-WrI . •• \ dr \ , .• 0 0 .. . • C C JowNUNI- . 1\ \\\\ H:// ''• ....:.• . F " i • '• . LED SERIES (ECOLOGY DRIVEN) , \ r. 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JUNO-TRACK 1 2 XENON RIGID LOOF"TL2 1 I 12.4-1 6"ON CENTER SPACING II ' 'It ! B , I \ r r••• \ P ;:-..).', I I , , 24AMP SOFFIT-MOUNTED SPOT UGH* TS W/MOTION DETECTOR IlEt 4-'•-f- .t.- --.M . : = •- ••••---• I , \\ / 1 -Plj 8= i * .<\\,;„..,\>--i.4 \ ra 4. - P10.0V40e(2)OVERRIDE SVOTCHCS,(I) I ST nook(i)MASTER BEDROOM . . I • * . r- - . i _ , ----- 1--,,,, 13,4. ! HE' 11111 , ..„ • I.. • I '. \kklit i 41 F t . . j 1EF • FLUSH CEILING MOUNTED EXHAUST AN N QT.OR APPROVED eau . i 1 -.--- -.Li4.. r____________ m I \ / El . • , . (ti) \, ,. . , DUCT TO EXTERJOR..KEEP 8"AWAY FROM W5RAUALL. . • - ; / \ • /,'\ RP 6 o LOW VOLTAGE WI BATTERY BACK.UP SMOKE DETECTORS peR.CODE / I,_____A ' * 4-- . \ , ,...........:..................... if•'------_ ___ . . . ------ . g LOW VOLTAGE WI BATTERY BACK UP CARBON MONOXIDE DETECTORS ,/, . . //•"••••-..._,„„._._______il- r 1 TELEPHONE JACK-COORDINATE HEIGHT WITH OWNER(MODEM JACKS PER OWNER) . ‘,. riMi. ;// :-7-1--- L. 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Project fde: . 0:kve- ''...°:..,,,c.;.[:....t..i•,:i :.; ,,,,A. :4. . Praying fale: . 1 Project No. Prawinci No. , • w ,..NO,._*.c .- . ... ! 1 5 PROPOSED SINGLE fAMILY DWELLING _., 4../..7 ;K R z",.,.. - -;-.4* ' '': '- 'i., .0 - . . . BATTAGLIA RE51DENcE . A• - I 2 1 . > . . . . ....„,..;;;'"" ar•t: VAll;•L'• CCIli‹)..... U) • bc . I ;;:i4i."----..,,°' °2 0 1......5•'9'•'4". ...4:. '.* Op''.1 c N6 # i .. N. .4,.... i 1720 HOBART ROAD • SOUTHOLD NEW YORK . d . 0 _ . (.0111,//r "t.e iOt enifill11110 t -nintiittoo ' . . , • • ... , . . 1 , . . , . ,- , I : • . . , 1 1 . I 1 , i , • THESE SPECIFICATIONS HAVE BEEN PREPARED FOR THE COMPLETION : . OF THE ADDITIONS AND ALTERATIONS FOR THE BATTAGUA ; i . ! RESIDENCE,1720 HOBART ROAD,SOUTHOLD,N.Y. FINAL DRAWINGS . A-1 TO A-13 DATED 4-13-10 AND FINAL SPECIFICATIONS DATED 4-13-10 I , • . COMPRISE THE COMPLETE SET OF CONSTRUCTION DOCUMENTS. , , , : . . 1 ' 1 . 0.0 GENERAL NOTES: • . . i . . . 6.0 .CARPENTRY: 8.0 DOORS AND WINDOWS: . . . 0.1____The.Contract Documents consist of the Owner-Contractor .0.30 The General Contractor is responsible.for the coordination ofall______.. _____ . , _ .. _ . s-'--- - - - --- --15.9--Providecomplete central air conditioning systems throughout residence ------------•-•-- ---------7------•----• •----- ----------••- - • • , - b. -Typical cover for all reinforcing shall be three(3)inches ' , agreement,the Architects Construction Plans,Specifications and necessary inspections during work as well as for final building . . -five zones.The location of all diffusers/grilles to be reviewed with . . , unless otherwise directed. . 6.1 All lumber and labor shall comply with all local,state and federal 8.1 Provide all new doors per plans-installed in strict accordance with . Instructions to Bidders and all addenda(if any). department approval and for obtaining the N.Y.S.Underwriters Owner and Architect prior to installation. All equipment shall be 16 seer . • 'c. All bars are to be continuous unless specific lengths are authorities having jurisdiction. • manufacturer's instructions. , 0.2 The intent of the Contract Documents is to include items for the Certificate and the Certificate of Occupancy/Completion. • by Carrier,Trane or approved equal. shown. All splices are to be forty(40)bar diameters min. 6.2 New exterior walls to be 2"x 6"at 16"o.c.with single sole plate 8.2 Provide new 1 3/4"x 7'-0"&8'-0"paint grade or stain grade as per Owner p'roper completion of the work. Any omissions in the description do 0.31 The General Contractor warrants that it is expert in the type of . 15.10 Provide complete system of supply and return(insulated)ducts to be , d. Welded wire fabric(WWF)is to be 6"x 6"spaces,#2.9 x#2.9 and double top plate. Notching and drilling of all studs shall comply with (2 panel)interior doors to match existing per schedule. Coordinate final • not relieve the General Contractor of delivering a completed project in • construction work and method of construction required here under. By utilized for central air conditioning. . . gage which shall consist of cold drawn members having an (N.Y.S.C.)R602.6. selection with owner. accordance with accepted practice. submitting a Contract Price,General Contractor is deemed to have ; 15.11 Both heating and air conditioning systems shall be designed,installed, ultimate strength of not less than 40,000 PSI. WWF is 6.3 :Interior partitions to be 2"x 6'at 16"o.c.(except as noted)with 8.3 Install all Owner provided interior door hardware. 0.3 The Owner and Architect have the authority to reject work which does .represented that its firm,supervisory staff and workman are expert • to be placed as shown on the plan. single sole plate and double top plate. Provide 2x6 walls at all bearing 8.4 All windows shall be manufactured by Marvin,aluminum clad uttimate , balanced,and/or adjusted by contractor to provide for the distribution of , not conform to the drawings. The Contractor,at no additional cost to and experienced in the type,method and performance of work heat and air conditioning to all spaces. e. All reinforcing is to be securely fastened to resist movement wall locations,plumbing walls and walls greater than 8'-0"in height. series,(color to be selected)double pane Insulated,Low E Argon filled . the Owner or Architect,shall correct all work rejected. • required,including the work necessary to produce the best possible 15.12 The first 10 feet of all supply and return ductwork leaving and during concrete placement. • 6.4 New exterior wall sheathing shall be 5/8"CDX ply wood-secure to glass,with integral screens and natural interiors(per Owner). Provide 0.4 Should the Drawings and/or Specifications,in the opinion of the aesthetic appearance for this project,consistent with the Contract returning the air handling units shall be lined with 1'acoustic lining. , , f. Provide reinforcing bars at foundation walls horizontally and ;framing per(N.Y.S.C.)Table R602.3(1). Extend ply wood to top of top extension jambs as necessary in 2 x 6 construction. Provide 7/8' . Contractor,show additional work,or work of more expensive character Documents,and to have offered such expertise and experience as an The balance of all ductwork shall be insulated with 1 1/2' 3/4 lb.density, ' , vertically as shown. Provide 245 bars around all foundation plate and no joints shall be allowed at floor lines per drawings. simulated divided lites as shown on elevations including spacer bar. . • than of accepted practices,it shall be the duty of the Contractor to inducement to the Owner to enter into an Agreement with the General lapped and tied with fiberglass tying cord. . openings. 6.5 New roof sheathing shall be 3/4"CDX plywood. Provide 1/8'gap Compete shop drawings shall be provided to the Architect for review prior , notify the Architect in order that proper adjustments may be made. , Contractor. . g. At egress wells and curved stair wall provide 245 bars top and between all sheets of sheathing per manufacturer. Install per to ordering. ALL WINDOWS AND FRENCH DOORS SHALL HAVE ' 15.13 GUARANTEE AND SERVICE: ' The Contractor shall assume full responsibility for work done,or 0.32 The General Contractor shall arrange with the Owner for proper bottom and#6 bars at 24"o.c.vertically. l(N.Y.S.C.)Table R602.3(1)and(N.Y.S.C.)R803. Flat roofs at balconies DESIGN PRESSURE RATING SUITABLE FOR THIS WIND REGION , ' The contractor shall guarantee and service the air conditioning Materials substituted,without written approval from the Architect,if . storage of materials on the site so that all is done in an orderly and h. Provide 245 bars per exterior basement stair treads and 6"x 6' :shall have 3/4'treated ply wood. AND COASTAL HARDWARE. ' system for a period of two years from final acceptance by the owner. .., , such work or material is in contrast to the Contract Documents, . secure fashion. 15.14 Provide all power wiring as required in this section. WWF in staircase. 6.6 Provide and install TJI floor joists in strict accordance With manufacturer's 8.5 All glazing in hazardous locations shall be tempered including glazing in 15.15 Properly support all ducts,blower and piping to structure to prevent any Drawings or Specifications previously approved. 0.33 All site work including but not limited to storm water disposal and , 3.21 Provide precast dry wells and septic systern as noted and all related PVC ;requirements. Provide strand board rim joist and diagonal bracing per and adjacent to all doors,and in locations meeting all of the following . type of vibration. • 0.5 The latest edition of the General Conditions of the American Institute sewage system shall meet the requirements of all agencies having . piping. No pools shall be closer to than 15'to any foundation. 'manufacturer. Glue sub floor to top flange. Provide minimum end bearing criteria: Of Architects shall govern and be made part of these specifications. jurisdiction including but not limited to the Suffolk County Department . 15.16 Provide necessary exhaust fans to all Bathrooms-as selected by Owner. .. Engineering of septic system and dry wells to be completed by Owner las prescribed by manufacturer. Drilling holes shall be per manufacturer. a. Exposed area of an individual pane is greater than nine(9)square 0.6 DISCREPANCIES: of Health. 15.17 Furnish and install clean outs at the end of each horizontal run • . retained surveyor. . .Maintain copy of installation instructions on site. feet. :1. Whenever there are discrepancies between the Drawings 0.34 The Owner shall secure the services of a licensed land surveyor . _ and at the base of all vertical waste and drainpipe. Clean outs . . . 3.22 Coordinate slab pour with all plumbing and electrical work prior to 6.7 .Ceiling joists to be 2"x 8"and 10"a 16"o.c.or as noted. • - b. Bottom edge less than eighteen(18)inches above the floor. shall be of same size as pipes they serve. • or the Drawings and Specification,the General Contractor for initial layout,foundation as built and for final survey. „ pouring. c. Top edge greater than thirty six(36)inches above the floor. shall contract for,provide and install the better quality or 0.35 The General Contractor shall provide the Owner with release of liens 6.8 New main roof rafters to be 2-x 10" (or as noted)©Ur o.c. 15.18 Provide a complete system of risers,connecting into waste lines-to . 3.23 Include in bid the labor and material to seal the new Garage slabs 28 days greater quantity of material or work called for,unless documents including the General Contractor,all Sub-Contractors and , after pour. , 6.9 Provide 2"x 6"treated sill plates at foundations-in accordance with d. One or more walking surfaces within thirty six(36)inches code. All plumbing materials shall meet Building Department's otherwise ordered in writing. , their suppliers. . (N.Y.S.C.)R323.1&2. horizontally of the glazing. requirements. All waste lines from the second floor thru the first floor shall . • 3.24 Provide 6"reinforced concrete slab with 6"x 6"VVVVF at rear patio-pitch 8.6 Provide and install Interior and exterior doors as indicated on plans In . 2. Written dimensions(or notes regarding alignments or ' 0.36 General Contractor hereby specifically acknowledges that the 6.10 Provide new 3/4"T&G CDX plywood sub floor as required-glue and be cast iron for acoustical purposes. All supply piping for domestic water to drains. Set slab to receive stone pavers. , . , centerlines)shall govem over scaled dimensions. Contract Documents are full and complete,and sufficient to have screw down. Provide additional layers of subfloor in rooms not scheduled strict accordance with manufacturer's instructions. and heating shall be copper. 3.25 Parge interior surfaces of window wells and stair walls and provide 8.7 All exterior doors shall have weather-stripping as part of their 15.19 Plumbing contractor shall provide system design,materials,methods ' DO NOT SCALE DRAWINGS. enabled it to determine the cost of the work and that the drawings, , , to receive tile/stone-to accommodate flush floors throeghout. Provide . . bluestone cap. Dowel walls to foundation with#5 dowels at 12"o.c. . assemblies. • . 0.7 The Architect shall not be responsible for the performance of or the the Spedfications and all addenda(if any)are sufficient to enable the felt paper between layers. and labor necessary to satisfactorily accomplish the objectives,as . . . Provide typical waterproofing on window wells and stair walls. . . 8.8 Contractor to provide heavy duty pocket hardware in all pocket doors- work of the General Contractor and any other subcontractors,nor General Contractor to construct the work outlined therein In 6.11 Install window,door,crown and base moldings throughout residence as designed on drawings and in specifications. . ' 3.26 Provide reinforced concrete roof structure on metal deck as indicated Grant or approved equal. . . shall he guarantee the performance of their contracts. accordance with all laws,and otherwise to futfill all of its obligations follows(provide allowance for all moldings-paint grade or as noted): 15.20 The contractor shall verify all feld dimensions and install items above basement staircase. Provide galvanized metal deck. Provide 8.9 Contractor shall verify dimensions and quantities in the field and 0.8 INTERPRETATION OF DETAILS: under the Contract Documents. In addition,if General Contractor 1. Door&window casing=5 lir colonial casing throughout. with necessary clearances for his work and the work of other trades. . , reinforcing in slab as noted with 6"x 6"W2.9 x 2.9 WWF and provide If the Contractor or any subcontractor objects to any details perfomis any construction activity and if it knows or should have 2. Base molding=9'two piece colonial throughout plus shoe. report any discrepancies to Architect. All rough opening dimensions 15.21 If cutting of structural members is necessary,the architect shall have the • . control joint(s)in this structure as recommended/required to avoid , for doors and windows are the responsibility of the General Contractor. contained on the construction documents,he shall submit such known that any of the Contract Documents contains a recognized 3. Crown molding: . outhorfty to require additional framing to compensate for hole(s). , ' cracking. ' 8.10 Repair/replace materials and finishes damaged as a result of ' . • objections to the architect in writing within six(6)days after issuance error,in consistency or omission,General Contractor shall be , 3.27 Provide basement spread footings as indicated on A-2. . a. Provide allowance for plaster crown moldings throughout the 15.22 Provide shutoff valves to all fixtures. . installation. . of details. Failure to do so will be construed as contractor's acceptance. responsible for such performance and shall bear the cost for • Foyer and Family Room areas and in the Living Room and ' 15.23 The contractor shall subject supply and waste piping to pressure tests as . . . . correction thereof. . Dining Room. 8.11 Maintain hardware protective coverings until final acceptance. • prescribed by the local plumbing code and obtain from the inspector • , „ ' 0.9 MEASUREMENTS -s, - . , 4.0 MASONRY: • - 8.12 Hardware shall be accurately located,securely fastened and operate ' • ' . 0.37 Provide temporary exterior port-a-san for duration of project. • b. Provide 8"crown throughout the Master Suite and Study. acceptance of the system. . I , - Before ordering any materials or doing any work,the contractor shall 0.38 The structure shall be protected from termites per(N.Y.S.C.)Section I , . • c. Provide 6"crown throughout all other areas. • smoothly. 15.24 Work under this section shall comply with codes and regulations of the . verify all measurements at the building and the site and shall be R320. , 4.1 Ownerto Install paths and patios under separate contract. 4. All windows to have 5/4"extended sill with eased edge plus silirt. 8.13 All exterior doors shall be keyed alike-coordinate with Owner. National Board of Fire Underwriters and all state and local authorities - 4.2 :Driveway to be contracted by Owner. 8.14 All tub/shower enclosures to be completed by Owner retained responsible for the correctness of same. No extra charge or 0.39 The Architect has been provided four different ground water elevations, 5. All openings between rooMs shall have lx flats stock plus having jurisdiction. • 4.3 r Provide bluestone treads at exterior basement staircase. contractor. • compensations will be allowed on account of differences between . the highest of which is elevation+3.0,from which the foundations have typical casing. . 15.25 Lawn Sprinker system to be completed under separate contract. . actual dimensions and the measurements indicated on the drawings; been designed. The Owner and excavator shali be responsible to confirm 4.4 'Provide 1 3/4"thick bluestone pavers&treads at front entry,side covered 6. Provide raised and tray ceilings as noted. , 8.15 Coordinate hardware finish prior to ordering all doors. 15.26 Provide four new hose bibs as part of this contract. Provide interior . , ' , any differences which may be found shall be submitted to the architect the high tide ground water elevation at the time of excavation and report . • 'porch and mud room porch. Provide bluestone at top of egress wells, 6.12 Provide 2x6 collar ties at 32"o.c.throughout all roof framing unless 8.16 Provide allowance for front door. , shutoff valves. Coordinate locations with Owner. , for consideration before proceeding with the work. , ... , , . • basement etair treads,landing and top of wall. _..._____. . ..... noted otherwise. 8.17 Provide allowance for overhead Garage doors and remote openers with . . . . 15.27 Install two owner provided shower heads in Master Bath shower. , , . . findings to Architect. Higher than+3.0 elevations shall require a reduction ,- . , 0.10 RESPONSIBILITY: . : s. to the basement ceiling height. , 4.5 Clean all masonry work at completion of work with approved acid wash 6.13 Provide 3 1/2"quarter sawn oak flooring throughout areas where indicated' safety devices. • 15.28 Run new plumbing vent lines to rear slope of roof. Each contractor shall be responsible for all material furnished him and , , , or as recommended by manufacturer. . -to be stained and receive three coats of non-yellowing polyurethane. 8.18 Provide new B Label fire rated sett closing door between Garage and , 15.29 Provide vinyl shower pans-install per manufacturer. for the exectition Of his work Iri aCcordance with the true intent of the 4.6 Provide Brick veneer on entire residence as selected by Owner. Brick& Coordinate stain color with Owner. Oak strip flooring shall be stored int Mud Room and Garage&Porte-Cochere. Provide same at Basement , 1.0 SCOPE OF WORK: 15.30 Provide allowance for steam generator for shoWer plus all related . drawings and contract.He shall preVide without extra charge all mortar to be exterior grade. heated residence for an adequate time period to ensure no movement/ Mechanical Room. , . . . accessories and controls. Install generator over water tight pan&provide incidental items required as part of Sits work even though not , ' 4.7 Brick veneers shall be installed with adjustable galvanized anchors at 16" shrinking or cupping following installation. Stain and potyurethane shell 8.19 Provide screen doors at all Marvin exterior doors&windows. , particularly indicated or specified.- ' „.• 1.1 Construct new two story single family dwelling as indicated on the final . access and ventilation for generator as recommended by manufacturer. , o.c.each way. Provide Mortar Guard in 1"air space. Provide thru wall . not be installed without testing moisture content of wood-maximum= 8.20 All Marvin products shall be installed with manufacturers recommended 0.11 DEVIATIONS: ', . construction documents and as outlined herein. 15.31 Install Owner provided heated towel bar(hot water). ' 1.,,1 t'l:fl;':.'.' '•0. 1.2 Install new septic system and all storm water dry wells as indicated on Site lead coated copper thru wall flashing and vinyl weeps at 24"o.c. 6%. Coordinate with Owner the final selection of wood species and Size. straps-in compliance with 120 mph wind region. , 15.32 Provide gas piping to three fireplaces to code and Install Owner provided The owner reserves the right at any tine during the progress of the 4.8 Provide cultured stone veneers where indicated-anchor to structure with 6.14 Provide%"wood T&G bead board ceiling on porches and all soffits. Plan designed by the Office of Nathan Taft Cor,Land Surveyor. , , , gas log kits. All gas piping shall be tested and inspected by building dept. • • . work to deviate from plans or specifications. This will not invalidate 6.15 All roof rafters on each side of ridge to be connected together with 15.33 All gas piping shall comply with N.Y.S.C.Chapter 24. . stainless steel clips as recommended by manufacturer. Provide vinyl 9.0 FINISHES: , 1.3 Construct new driveway,paths and patios as Indicated. ' . • the contract. An allowance Or dedUr.tion will be made. • , weeps at 24"o.c.and thru wall lead coated copper flashing at base of all metal strap per plans. 15.34 Install mechanical ventilation In baths per N.Y.S.C.M 1506. , 0.12' EXTRAS: ,. ,, . . 2.0 SITE WORK: stone walls. Provide cultured stone window and door surrounds. 6.16 Provide micro lam headers as indicated-as manufactured by TJI. 9.1 Provide samples of all finishes to owner for approval prior to ordering. 15.35 Provide separate price to provide heat(unit heaters)In two Garages. \ ,' 'Bills for extras will be allowed onlywhen work is ordered In advance in Writing. . • 4.9 Selection of stone veneers to be per Owner and installation to be i Provide 3'min.end bearing-nail multiple units together as . 9.2 All interior and exterior painting/staining-not in contract. All exterior 15.36 Provide lines for future HVAC in space above Garage/Porte-Cochere. completed in strict conformance With manufacturer's instructions. Clean recommended by manufacturer(3 rovis of 16d @ 12"o.c.). svood shall be back primed prior to installation and Installed with stainless . 0.13 TEMPORARY HEi1T&POWEV: '- •. • 2.1 Site to be kept in broom clean condition throughout all phases 15.37 Provide stub out for future water supply to future pool. • the General Contractor shall provide&maims.sit heat required for stone upon completion as recommended by manufacturer. Provide lateral bracing per manufacturer. All flush framing Into steel nails/screws. of work. General Contractor and Subcontractors shall,upon 15.38 Provide stub out of Gas line for future barbecue-coordinate with Owner. • . I 4.10 Set up sample panel of brick&stone for approval by Owner and Architect micro lams shall be secured with 10d nails. Provide exterior grade micso 9.3 Provide stain and polyurethane on new oak floors-as selected by Owner. . the proper exeaution of the vork. A minimum temperature.sr cg , • completion of all work,promptly remove from the property any • 15.39 Provide all necessary permits for exterior equipment. . I ;-minimum of 3'x 3'of each material. lams at deck framing where noted. 9.4 Peovide 5/8'gypsum wall board on all walls&ceilings-tape and and all tools,scaffolding,equipment and surplus material. In the 15.40 Provide new water service to residence adequate for all work. degrees F.shall be maintairyd during appropriate stages qf the work. ,, '• 4.11 Construct new masonry fireplace and brick chimney as Indicated. 6.17 Minimum header at any opening=2-2"x 6". . spackle with three coats,ready to paint. The contractor shall coordiryte with LIPA the provision of a temporary ' event the same shall not be removed by General Contractor and 15.41 Provide new gas service from street to accommodate residence plus , electric,service. The Owns/shall be responsible to pay for all Subcontractors after five(5)days written notice,the Owner shall be • Provide terra cotta flue pipes from basement and Family Room fireplaces , 6.18 All load bearing partitions shall be caned at mid span. . 9.5 All finished surfaces shall be protected immediately following future pool heater. . as recommende.d by manufacturer and In order to provide proper draft 6.19 Provide 5/4'wood fascias and mkes-back primed. Rakes to be 2 piece. installation and until final acceptance by owner. Any finishes damaged temporary utilitieS. /1'• , entitled to remove and discard the same without further notic.e and . 15.42 Provide all cast iron waste&vent lines in basement prior to pouring slab- . . from fireplaces. Flue pipes to have 1"space or dry sand perimeter to Provide vented wood bead board soffits throughout-back prime. during any phase of work,shall be repaired/replaced at the direction 0.14 TEMPORARY ENCLOSLIRS: without liability to General Contractor and Subcontractors,and General coordinate with Building Department&coordinate layout of future finished ' , allow for expansion and contraction. Provide 2"clear space between Provide 1'continuous linear vent vilth screen material-staple to bottown . of the owner and/or architect. All temporary enclosures shall be provided whenever needed either for Contractor and Subcontractors shall be liable to the Owner for the chimney and all combustible materials. Provide outside air sources for of rafter tails-spray paint tails black. 9.6 Wood floor shall be Installei and finished in strict accordance with • basement with Architect. • protection frorn weather or to isotect the building against entry,theft costs so incurred by Owner. . 15.43 Install Owner provided pot filler in Kitchen. combustion and ash dump as required.,Size of flue pipes shall be such 6.20 Provide cathedral ceilings as indicated. . Manufacturers recommendations. , or construction damage.. Z2 Provide all necessary protection of exterior landscaping and , . - 15.44 Supply piping to all baths to be'A". • . , •' ,4 'e • that proper draft shall be achieved. Provide all necessary dampers and 9.7 The Owner retained painting contractor shall be responsible to , , , 0.15 iGeneral Contractor to Coordinat with owners audio/visual contractor shrubs,etc.to remain. Provide construction fencing as necessary at 6.21 All closet interiors to be completed by Owner retained contractor. - - - . • 15.45 Provide sump pump at base of exterior stair and In basement as shown. ; , exact locations of all equipment, akers,wiring and cable wiring. ' landscaping to be protected and at site perimeter to ensure safety related hardware. Smoke chambers shall be lined with 3/4"refractory mix ' . 6.22 The carpenter shall do all cutting and fitting of his vvoodwork required . • counter sink,fill and sand all nail holes(inside and outside)-ready 15.46 13rovide sewage ejector for all basement plumbing. House trap shall be ' , and she be smooth. Coordinate with Architect finished size of firebox to paint/stain. ''. . , • • 0.16 Oeneral Contractor shall coordinateWith owners telephone/cable and • . during all phases of work. by the plumbing,heating and electrical contractors or any other high on wall to accommodate septic system design above ground water. , . openings. Install Owner provided finishes,hearths,mantles,surrounds 9.8 All carpeting-not in contract. . , : , , , alarm contractors exact locations of al equipment,wiring,etc. 2.3 It shall be the contractor's responsibility to determine the location and • rnechanics to install their work. 15.47 provide cast iron roof drains and piping at second floor balcones as ' . . , . and glass doors. Provide gas to three Master Suite fireplaces as directed 9.9 Lista tile/stone where indicated on plans and as follows: ' . . . . 0.17 Any deviations from the construction decuments without written ,extent of temporary bradng/support needed for each condition. 6.23 All structural wood framing(headers,posts,floor joists and roof noted. . Master Bath: Stone floor and stone on walls up to 48"AFF. Provide stone ' - . . 'approval from the architect shall be the iSsponsibility of the General 2.4 No badcfilling shall be done before footings and foundation walls (by Owner. rafters)shall be Douglas Fir#2 and better,s-dry as follows; . ' ; 4.12 Provide complete shop drawings for decorative carved accent stone work on all surfaces in shower. Install stone Bench and stone jambs at door. : ' . , lontractor. Any corrective work requestetby the Owner and/or . have cured properly and foundation walls have been adequately Bending stress =850 PSI(single) 16.0 ELECTRICAL: , . . around front door and above. Bending stress =1,000 PSI(repetitive) Assume slab material for tub platform. 16.1 iAll labor and materials shall comply with all applicable local,state and ; . , . 'Architect based upon unauthorized changeipn the part of the General , braced,the floor framing is installed and walls are water proofed. • • ; . . 4.13 Provide curved brick/stone as necessary where indicated.' Powder Room: Stone floor only. . • Contractor,shall be completed by the General,Contractor at no 2.5 Finished Grades shall slope away from house(min.1/4'per foot). - Fiber stress =1,400,000 PSI . . ' . • 4.14 Provide thin bridc veneer at second floor walls above South covered porch • All other Baths: Ceramic tile floors,full height walls in all tub/shower 6.24 All lumber in contact with concrete/masonry shall be treated ;federal authorities having jurisdiction. 'additional cost to the Owner and with no effect, 'the time line of the • 2.6 Prior to any excavations it shall be the General Contractors • and on chimney above Master Suite.Install thin brick as prescribed by . enclosures and on all walls up to 48"AFF. • , i)roject. ,},, • responsibility to locate all underground utilities prior to any in accordance with current code requirements. Sill plates to be 16.2 ',Electrical Contractor shall coordinate all neoeisary inspections and shall excavations(call 1-800-272-4480). • manufacturer. . . 2-2"x 6"ACQ. The General Contractor shall be responsible to ensure ritchen: Stone floor and backsplashes with accent tiles. • be responsible for providing owner with final Nevi York State • •-• 0.18 These Contract Documents,and all copy righti Seined herein,are ' 4.15 Provide CMU at egress wells with duro wall reinforcing at 8"o.c.and Mud Room/Laundry: Tile floor. , i'the sole property of the Architect and cannot be usectfor any other 2.7 Excavate as required in location of storm water system and trench for all that the proper means of protection are utilized during the handling, • Board of Fire Underwriters Certificate. , vertical 04 bars at 16"o.c. Cao with bluestone. ,• Foyer.Stone floor isdth accents and medallion. , ' ' means. ' i ' .' ' I -'' , piping. Provide solid 6"PVC piping for all roof leaders. Provide all dry ' Cutting,drilling,etc.of all treated material. . , 9.10 Master Bath shower to have recessed niches(2)-coordinate with tile/ 18.3 ,Provide new buried electrical service toaccommodate total load plus all . ' ! .. . ' • -- wells and septic system as indicated. 4.16 Provide bluestone front path on a reinforced 6"slab. 6.25 Cutting of the floor joists to a depth of 1/16 of the joist depth shall be ,future finished spaces and future pool-assume 600 AMPS. Provide , . I stone dimensions. • • : 0.19 The contractor shall visit the site and examine the nature and bearing •' 2.8 The General Contractor shall be responsible for coordinating with all •permitted except In the middle third of the span per(N.Y.S.C.)Figure service to receive Owner provided Generator-coordinate with Owner. . 6.0 METALS: , 9.11 Install Owner provided stone saddles and jambs/saddles at shower. capacity of the soil and report any unstable conditions to the architect. utilities conceming site access,setbacks,foundation sleeves, R502.8. Notching,drilling or cutting of TJI floor joints shall be in 16.4 'All switches,dimmers and switches shall be by Lightolier. Dimmers to . enclosure. The Architect has been provided with a soils reports/data,and inspections and final approvals. Install all sleeves for all utilities. compliance with manufacturer's instructions. have separate on/off and rocker(preset)dimmer controls(ZP Preset , assumes 1 1/2 tons per square foot bearing capacity based upon Owner , ; 2.9 Excavate as necessary in location of new foundetions. • .. 5.1 Provide nevi copper flashing as dictated by field conditions. All 6.26 Double joist or provide ladder joists at 16'o.c.under all partitions - 9.12 Include in bid the installation of Owner provided bath accessories,towel, ' Dimmer by Lightolier-low voltage and line voltage). Units(including • retained engineers report. 2.10 Provide rough grading around new foundation work. • roofing and related flashing shall be copper or lead coated copper. running parallel to same. At wet locations provide space between 1 bars,toilet paper dispensers,medicine cabinets,etc. 'outlets)to be white. Coordinate with Owner. 5.2 Previde all necessary joist hangers,connectors,bolts,sleeves,slots, 9.13 All mirror work by Chvner. , 0.20 Verify dimensions at the site affecting the work. Bring field 2.11 Remove all excess soil from site not needed for backfill. double joists and block solid at four feet on center per(N.Y.S.C.)Figure 18.5 ,Install Owner provided interior and exterior surface lighting tbdures. - dimensions which are at variance to the attention of the architect. No , 2.12 Stockpile topsoil for reuse.Provide minimum 8'coverage. ' . . nails,screws,etc.as required to provide complete job. R502.2. • : 9.14 All ceramic tile/stone shall be installed in I w(min.)setting bed on floors 16.6 Provide and Install recessed lighting by Juno or as selected by Owner. • : . extra charge or compensation will be allowed on account of differences •I ........ . . 2.13 Foilndations have been designed based upon'an assUrned soil bearing-- . - 5.3 Provide heavy duty-strip hangers at micro lam connections as -- 6.27 All lumber shall bear grade stamps. . . - and thinset on walls. . . . . Install in strict accordance with manufactures instructions. Recessed - between actual dimensions and the measurements indicated on the . . . 6.28 Provide minimum 3-2"x 4"or 3-2"x 6"posts below structural • 9.15 Epoxy setting and grout mortars for tile work shall be as manufactured by • . ' • ,lights to have protected cans suitable for insulation Installation. All trim ' VCV15ions .. • capacity of one and one haft(1 1/2)tons per square foot based upon manufactured by Simpson. The Architect shall coordinate all . , drawings. . . beams/header unless noted otherwise.Block solid to foundation or Laticrete International Inc.or approved equal-color as selected by • , , information provided by Owner retained Soils Testing Company; Slacke • connections of major structural members-the contractor shall notify kits shall be white and baffles to be white. , . ' : 0.21 Compliance with the Drawiegs and Specifications with regard to framing below. Owner. . . , , Test Borings.,Inc.. Any visible unstable conditions not brought to the the Architect when ail members are to be installed. • 16.7 iProvide power for exterior outlets on dedicated circuits. N Pate Pescription : materials and methods of assembly will not assure acceptance of the ' • 6.29 Provide all necessary temporary bracing,shoring etc.,until all framing 9.16 Tile/stone installations shall comply with manufacturer's instructions. , 16.8 :Provide low voltage with battery backup 2 stage smoke detectors . , . • altention of the Architect shall be the General Contractors responsibility. , 5.4 Provide termite shield at all new foundation work per(N.Y.S.C.)R324. i . . • .(lonlze/smoke detection)per code requirements((N.Y.S.C.)R 317)and =1.- -sei-/Ii.slit,'-'-• *PF-;=.-t=2-1z.-4=-12iSi2.:rF-1117-5=-=---- -. . . Work. Of equal importance is good workmanship,the lack of which will • and sheathing is in place. Final lines and joints shall be reviewed by Owner prior to installation. . 2.14 No backfilling shall be done before footings and fsundation walls have Set termite shield on sill sealer Insulation. • . be sufficient cause for refuial of the work. cured properly and foundation walls have been adequately braced,slab . 5.5 Provide all reinforcing and mesh for all concrete work as specified in • 6.30 Provide fire stopping of the type and location per(N.Y.S.C.)R602.8 and 9.17 Layout all tiles so as to minimize cuts less than one half tile size. Locate , , , NFPA 72- one in hallway outside sleeping areas and one in each - , . 0.22 The General Contractor shall be held responsible for the proper • draftstopping per(N.Y.S.C.)R502.12. cuts in tile work so as to be least conspicuous. , . has been poured,walls damp proofed and first flcor deck is in place. ' - Division 3 and per(N.Y.S.C.)R406.4.6&ASTM A615,A706 or A996. Bedroom and one in Garage and one in Cellar. Provide one CO2 . protection,preservation and repair of the existing adjacent 2.15 Final location of septic system and storm water d y wells to be coordinated with min.40,000 P.S.I.compressive strength. 6.31 The contractor shall be responsible for any modifications which may be 9.18 NI finished surfaces shall be protected immediately following installation detectors on each floor induding Basement level. , , ' . . structures,finishes and utilities,as well as natural features,trees and with the Building Department and Dept.of Health. 5.6 Provide 5/8"round x 18"long anchor bolts at 23"o.c.for residence and- required by the Building Inspector,within the scope of the Contract as and acceptance by Owner. 16.9 Install exterior water proof(GFI)outlets as indicated. , : shrubs surrounding the site and shall maintain the premises in a neat , .set forth in the plans or as outlined in proposal,at no additional charpe 9.19 Contractor shall be responsible to seal all stone as recommended by , • 2.16 Provide construction fencing around site as required by Building 2 per column base plate. Provide 3"square washers. 16.10 Provide ground fat*interrupter circuits and arc fault surge protection to . and orderly fashion and free of all construction debris. Provide ; •!Department and in conformance with constructior safety practices. 5.7 Provide steel framing members as indicated. to the Owner or Architect. Manufacturer as part of contract. code. ' Construction fencing around existing trees and shrubs immediately •, 2.17 ,Provide silt fence and hay bales as required to prevent any erosion during 5.8 Fabrication and erection of all structural steel work shall conform to 6.32 Materials for millwork shall be kiln dried to,a moisture content lesa 9.20 Provide wonder board on all walls to receive tile and moisture resistant 16.11 Install new outlets per code requirements and as indicated. . surrounding the construction erea. Protect existing street and construction. AISC specifications for the design,fabrication and erection of than 12%. . ••-"green board on'remaining bath walls/ceilings. 16.12 Provide wiring for heating and air conditioning systems as required. , curbing from any damage in accordance with local ordinances. Protect 2.18 ,:Construct tree protection as indicated and provide snovi fence where structural steel for buildings-latest edition. 6.33 Neatly and accurately secure joints so they are fitted tight,blocked 9.21 Install Owner provided medicine cabinets. . 16.13 Electrical Power and lighting shall comply with the Residential Code of • existing driveway&curbing. indicated and as required by the Building Department. 5.9 All steel shall conform to ASTM designation A-36 steel. and put together to avoid opening. Countersink all nails at all trim. ; 9.22 Provide 5/8"type X dry wall throughout all mechanical rooms and Garages New York State Part VIII,all governing agencies and with all the .. 0.23 Ali proof of insurance shall be verified in writing to the Owner and 2.19 ;Owner retained land surveyor shall be responsible to establish required 5.10 .Steel pipe columns: conform to ASTM A-53,grade B 3 1/2'round x The painter shall be responsible to caulk all trim,fill and sand holes- to code. , naquirements of the Underwriters Laboratory. s -, Architect including but not limited to General Liability,Workmans 'setbacks and foundation stakeout prior to formins footings and walls of .318"wall thickness(extra strong)unless otherwise noted on plans. ready to paint. 9.23 Provide(paperless)moisture resistant dry wall throughout basement 16.14 Power and lighting distribution systems shall comply with N.E.C.A.,the ' Compensation and Disability. The Owner shall be responsible for ,new residence. Prime all steel per(N.Y.S.C.)R407.2. 6.34 Provide fire stopping at all plumbing and electrical penetrations both (areas to be finished). National Bureau of Fire Underwriters and all other governing agencies. ' , •,,_„ maintaining the proper property insurance during allphases of work. ' 2.20 :Provide 4'drain tile around outside of all footings with 12"gravel surround '5.11 All bofts shall be 3/4"diameter,ASTM A-325. Vertically and horizontally-to code. 9.24 Provide allowance for full height stone wall in Family Room at fireplace. 16.15 Coordinate power requirements and installation of the service with LIPA , , 0.24 The work and materials shall be guaranteed for one year, •and filter fabric. . 5.12 Provide base and top plates of min.4"x 8'x 1/2"thickness per 6.35 Provide six(6)8d nails at both ends of all 20 gage metal straps. , as required. Provide temporary power as necessary; ' . , • . . Commencing with the General Contractors final payment. During this 2.21 Provide 4'perforated pipe around inside of foundation walls-below slab drawings unless noted otherwise. , 6.36 Provide attic access-coordinate location with Owner. Pull down stairs in 10.0 SPECIALMES: . 16.16 Label all circuits on panel box. Leave minimum of 6 spares for future use. . , ; . - , , time the contractor shall make good on all defects.Granting of a -connect to pump and connect to dry well. Provide necessary power. 5.13 Provide non-shrink grout at typical bearing plates set on . Garages shall be fire rated. . 6.37 Provide 12"round load bearing fiberglass columnsaaribted: Provide tie . ' 10.1 Provide allowance for three prefabricated gas fireplaces In the Master • 16.17 General contractor shall verify final locations(heights)of all fixtures, ,. . * Certificate of occupancy or the owners use of the premises shall not 2.22 .Provide sealed pit for pump at bottom of exterior basement staircase, masonry/concrete. . outlets and switches,etc.with Owner prior to roughing. s . , Constitute acceptance of the work. . 2.23 ,Provide'pervious'gravel driveway. ,, 5.14 Joist and other framing connectors shall be manufactured by Teco or down detail as per plans. • Suite. Install per manufacturers requirements. Provide outside air source 16.18 General contractor shall verify recessed fixture depths and clearances . . $ 0.25 The General Contractor shall be responsible for the removal of all • 2.24 Provide 18'section of Storrntech subsurface drainage system at exterior Simpson. . 6.38 Tub skirt in Master Bath by others. and metal flue pipes per manufacturer. Maintain two inch clearance to prior to ordering fixtures. , I, t , . Waste and debris in compliance viith all local,state and federal laws and ' .basement staircase. Install per manufacturers requirements. I , 5.15 Provide galvanized hurricane ties at all roof eaves©eachsafter. . 6.39 Provide structural wood brackets as shown-provide shop drawings to combustible materials. 16.19 All lighting fixtures and electrical equipment shall be UL approved. . r . Architect for approval. Provide 3-24 studs in wall to receive bolted 10.2 Provide complete central vacuum system throughout residence. Main unit 1 regulations and shall indemnify and hold the owner and the architect 5.16 All steel to steel connections shall be botted. Provide 4-A325 bolts 16.20 Coordinate with all Owner retained trades including telephone, ' harmless from any losses or claims in connection therewith. This 3.0 CONCRETE: .. (3/4")at all column to beam connections. • brackets. .. to be in Garage and provide outlets in both Garages,three In Basement, cable,security and audio/visual. , , , ' Clause shall survive the termination of construction,or completion of 5.17 Provide 6"white aluminum gutters and leaders throughout as indicated. 6.40 Provide allowance for interior stairs and railings-as selected by Owner. two in attic and the kick unit in Kitchen. „,, 16.21 Contractor shall gang all adjacent switches,dimmers&timers. " , 1 ' . . i 1 • the owner/contractor agreement. 3.1 ,Provide continuous 15"x 30'poured concrete footings with 345 bars,#5 All leader locations shall be approved by Architect prior to installation. • All stairs shall have a minimum clear headroom of 6'-8".and railings shall 16.22 Segregate lighting circuits from convenience outets. , . 0.26 The Drawings and Specifications are intended to'coordinate. Anything !dowels at 48"o.c.and continuous 1 1/2"x 3 1/2"keyway. Footings shall Bracket and conductor head selection to be coordinated with Architect. comply with all applicable code requirements. I • ' DELETE SECTIONS 11,12,13&14,NOT APPLICABLE 16.23 All wiring shall be copper(wire gauge per code requirements). • , • . , , found on the drawings and not mentioned in the specifications or visa • 6.41 Install Owner provided medicine cabinets. 16.24 Provide allowance for six security spot lights on motion sensors with light : k • i comply with(N.Y.S.C.)Section R403. 5.18 All steel shall have factory rust Inhibitive coating induding Inside tally. ' Versa,or anything not expressly set forth in either,but which is 3.2 Provide 4'slab with 6"x 6"2.9/2.9 VVWF on 6 mil vapor barrier in celumns. . . 6.42 Install Owner provided bathroom yanities. 15.0 PLUMBING/HVAC: • sensors-coord.locations with Owner and architect. • ' i 4, ' reasonably iinplied,shall be fumished as though specifically shown and !Basement,in Garages(pitch Garage slabs to doors),at front&side 5.19 Provide all metal straps from roof rafters down to foundation per details as 6.43 Fireplace finishes(hearth,mantle&surround)to be provided by Owner . 16.25 Structured wiring to be completed by Owner(run CAT 5 to all spaces). . ' ' 'f • Mentioned in both,without extra charge. ; , . . t ;porches as noted. All slabs to be poured on 95%compacted fill. Porch& manufactured by Simpson or approved equal. All 20 gage straps shall ' and installed by contractor. 15.1 Provide all necessary roughing for complete installation per plans. 16.26 Provide power for whirlpool tub and steam generator-ground as required t ir. „ .....__..• . - . . . ..... ... . 6.44 Provide allowances for ceiling domes and curved moldings. 15.2 Provide and pay for all necessary inspections,tests,and approvals. I . !Garage slabs to pitch 1/4"per foot. Provide all cast iron plumbing below have six(6)8d nails each side. Straps at base of first floor walls which by code(bond to hot and cold lines). , 0.27 GENERAL CODE REQUIREMENTS-1NCLUDING BUT NOT LIMITED TO: i f basement slab as noted. Provide new 6"thick x 24"reinforced concrete wrap around sill plate shall be stainless steel or double hot dipped 6.45 Kitchen&Laundry Room cabinets,counters and appliances by others. , 15.3 All fixtures and fittings to be provided by the Owner and installed by 1627 Provide new cable and phone services to residence. ' • . A. All trades,workmanship and materials must comply with the rathgieldponoursted galvanized and installed with stainless steel or hot dipped galvanized . . 6.46 All built-in construction throughout to be contracted separately. , the General Contractor. 16.28 Provide allowance for twelve dedicated circuits for future landscape ' . • • Residential Code of New York State(N.Y.S.C.),and all local,state • 3.3 i!la4oraaviciett1Ga2' 6.47 Provide 5/4'x 6'panelized mahogany decking at second floor balconies- 15.4 All plumbing work shall comply with all applicable codes and standards i AsAlls""'" . concrete foundation walls with 4"brick shelf as nails. Provide all straps per plans and as n3quired by the building and(N.Y.S.C.)Part VII and Chapters 25 thru 32. Install fixtures and lighting. ,1 „ . zi . and governmental authorities having jurisdiction. , • on treated sleeper system. . . i H . ,noted. Provide all steel reinforcing as noted and anchor bolts(5/8')and department. All exterior columns with wood posts shall have galvanized 16.29 Provide shit)out for future power for patio,barbecue and pool. . B. All work and materials must oomply with the New York - - • . 6.48 Frame tray and raised ceilings as noted. Pad down ceilings as necessary fittings in strict accordance with manufactures instructions. i , !23"o.c. raised post bases and post caps or galvanized fie downs as required. All 16.30 Provide two 4"PVC conduits for future use from basement to attic. ' : - State Energy Conservation Code including Chapter.11 of at steel beams and as necessary to achieve R-30 insulation. 15.5 Connect new waste lines to new septic systern as designed by Owner • (N.Y.S.C.),Mechanical Code,Plumbing Code,Fuel gas Code and . 3.4 i Provide Warm-N-Dry damp proofing at foundation perimeter as . . - . : main roof mernbers Including hips and valleys shall have tie downs at . 6.49 Provide allowance for plaster dome in Foyer. retained engineer. *' i I manufactured by Koch Materials Company,Waterproofing Products plate and ridge. In the case of existing plates,provide Simpson angles • . Fire Code of New York State. . . 6.50 Provide hand rails at ALL stairs-0 inside and out S-.,code. I iGroup(1-800-379-2768)or approved equal. Contact Delfino Insulation bolted into existing foundation at 16'o.c.and tie dovms connected to 15.6 Insulate all hot and cold water supply lines. . ,. .. • C. ' , Habitable areas shall be ventilated per(N.Y.S.C.)R303.1 . 6.51 Provide 1/2"ply wood panels for all exterior openings-to be stored in the . , ' • !Company at 516-567-4545. System to have 60 mil.Thick waterproofing existing bex beam and straps from existing box beam to studs as required. 15.7 Connected leaders to new dry wells as indicated. Provide 6"below , • . and Bathrooms shall be ventilated per(N.Y.S.C.)R303.3. . basement-to code. All panels shall be pre cut,labeled,pre drilled and ground PVC piping as necessary-pitch%"per foot. . • ; si 1---- 1---1 i-L- -h..-, kaZ, ty Hagemann Ascxciate; s . .. ......... , , • , . , . D. Smoke detectors and Carbon Monoxide detectors shall be , . Installed over clean concrete per manufacturer and Warm-N-Dry insulation : 5.20 Provide vinyl flaihing pans all exterior doors and windows. _.. screws in place. Attachment of ply wood shall be coordinated with mason. - 15.8 Provide new gas boiler to accommodate residence and future finished - . . . . . ' installed per the minimum requirements of the(N.Y.S.C.)R313 • board.System to be installed by authorized contractor and per(N.Y.S.C.) 5.21 Provide lead coated copper thru wall flashing at base of all brick • 6.52 All roof sheathing shall be'A"CDX ply wood. . basement and future finished space-size of boiler to be determined by . , , . and N.F.PA.72 requirements. ' , ft 406.1. , and stone walls with vinyl weeps at 24"o.c. Provide weeps above all 6.53 Provide 3/4"CDX ply wood inside on all two story walls. heating contractor and necessary work included in base bid. Boiler to . . , .. . ' ' 34 A Lid re'Y AVerl Lie. E. Finished roofing shall comply with the minimum standards of 3.5 provide 12"thick poured concrete foundation walls as shown. Provide • ' exterior openings with typical weep holes. • 6.54 All porch micro lams shall be exterior grade. , accommodate eleven zones of heat plus future zones of heat as follows: - ' r' ., r . ' r , • the(N.Y.S.C.)-Chapter 9. reinforcing per division 3.20 herein. Provide reinforcing in egress walls 5.22 Provide steel beams as Indicated-all factory primed and pre drilled. • 6.55 Provide allowance for all exterior railings by Fypon or approved equal. All 1) Provide two zones of forced hot air heat on first floor , (Xis-ter Bay, N.Y. 11771 , F. Building structural materials or assembly subject to , end at basement stair walls. Pour reinforced steps as indicated-provide 5.23 Provide copper flashing and crickets at chimneys. ' railings shall meet all code pequirements. 2) Provide new zone of radiant heat in Kitchen. . , , . deterioration shall conform to(N.Y.S.C.)Section R319. • . WNF throughout and 245 bars per tread-tie reinforcing to wall , 5.24 Provide lead coated copper crickets and flashing as indicated. ' 3) Provide zone of radiant heat in Foyer area. i • . G. All habitable spaces shall allow for emergency egress with . reinforcing. . , 5.25 Provide copper caps to accent trim as shown. . 7.0 THERMAL AND MOISTURE PROTECTION: • 4) Provide two zones of forced hot air heat in second floor(Master 'i • • ' . openings to the exterior of min.5 S.F.on the first floor and 5.7 . 3.6 provide interior spread footings as noted. Top of footings to be at botiom ' 5.26 Provide all loose lintels as necessary for all brick/stone facades and , Suite and remainder). Zone to be engineered to accoMmodate • . , ' , , square feet on the second floor both with 24"minimum height of slab. Provide 345 bars each way unless otherwise noted. fireplaces. 7.1 Provide batt insulation throughout sreas of work of appropriate thickness • , future finished space above Garage. and 20"dear svidth per(N.Y.S.C.)R310.1. 3.7 Coordinate height of brick shelves with final grades. Brick sheff to be 4" . 5.27 Provide standing seam copper roofs as shown over ice and water shield (R-19 for 2x6 walls,R-13 for 2 x 4 walls).„ Provide R-30 in ceilings and 5) Provide zone of radiant heat in Master Bath. •• -' Tp! . 516_922_568,0 ,.. , . , H. Provide safety glazing per(N.Y.S.C.)Section R308.4. Safety above finished grade per code. , and 15#felt paper. - between floors and R-45 at floor of attic above Porte-Cochere/Garage.. . ;. , ' 6) Provide zone of radiant heat in each of three second floor Baths. , . . glazing shall be provided In all doors,panels within 24"of doors, . 3.8 Provide sealed concrete pit for septic system trap and sump pump. 5.28 All basement partitions shall be framed with 3 SS or 5 SS'metal studs. ' Provide R-13 sound attenuating insulation in all interior walls. 7) Provide zone of forced hot air in Basement-sized to • , . ' . . ' I Fax. 516-922-5683- • shower/tub enclosures,and meeting all of the following: The . 3.9 A, II footings shall be poured on virgin soil and min.3'below grade. , , 5.29 Provide ice dams throughout all roofs. 7.2 New exterior walls to receive 15#felt and roofs to receive 30#felt over a • accommodate future finished basement. • : . • • . • . • exposed area of the pane is greater that 9 square feet and the , 3.10 Do not pour in wet or freezing weather. . 5.30 Provide permanently installed steel ladders at all egress wells-to code. , . . ' complete layer of ice and water shield. New system to be Installed as follows: • ' bottom edge is less than 18"above the floor and the top edge is 3.11 All concrete shall be at least 4000 PSI. General Contractor 5.31 Provide copper drip caps at all rake boards , 7.3 Provide slate roof throughout residence-TruSlate. Install in strict a. Provide Taco circulating pumps for all heating zones. ' . . 1 . greater than 36 inches above the floor and the glass is within ihall be responsible for providing Architect and Owner with receipt 5.32 Provide copper roofs as shown including copper flashing pans-extend up : , accordance with manufacturers'requirements. All roof work shall meet ' b. Provide isolation valves for each zone. - , ; i . ', 36*of an adjacent walking surface including stairs&landings and indicating concrete strength based upon cylinder tests. Provide• .. adjacent shingle roofs 24".• , installation requirements of all authorities having jurisdiction and c. Provide all necessary wiring. • i • tub platforms. eparate cylinder tests for slabs,footings and walls. , 5.33 Provide lead coated copper flashing at intersection of stoops/patios and (N.Y.S.C.)R905.2. Provide Deck Armor roof deck protection on entire 'cl. . Provide 100 gallon indirect hot water storage tank or as otherwise • • ' t. . Enclosure&ventilation of fuel burning and/or heat 3.12 All concrete work shall comply with the requirements of the : exterior walls. . roof as per TruSlate recommendations. Clip system and fasterien r.haill . i • • ' . ! required to accommodate new residence. i producing equipment shall comply with(N.Y.S.C.)sections M1401 American Concrete Institute(ACI),ACI 301,304,305,311, . . 5.34 Provide steel lintels at all exterior openings-Cultured Stone surrounds !• be stainless steel. Provide layer of felt paper as prescribed my , ',e. Provide Honeywell T 87 thermostats for all zones-coordinate all ' , „ . . and M1701 and Chapter 17 for ventilation. S15,318,and 347 and(N.Y.S.C.)R402.2 and ASTM C1157. ' shall NOT be considered a lintel. manufacturer between every course of slate. Provide TruSlate ridge vents locations with Owner prior to installation. : . i , . . t J. Fire blocking shall be provided per(N.Y.S.C.)R602.8 and • 3.13 tteinforcing bars: ASTM A 615,grade 60 steel per(N.Y.S.C.)R404.4.6; ' ' throughout. All valleys shall have copper(24"wide)with 1'splash (. Heating systems to be installed in strict accordance With ' , ' . Welded wire fabric:ASTM A 185(6"x 6"1.4/1.4);steel wire:ASTM diverter. Final color selection per the Owner. TruSlate installation shall ; manufacturers requirements. - ' i , . draftstopping shall meet the requirements of(N.Y.S.C.)R502.12. . ' S • . , . . A 82. • " i • ' . - meet all applicable code requirements for 120 MPH tiind.region. g. All heating equipment including type and location of , K. Habitable spaces shall be provided with adequate light(min , . i, 4 ' 8%of floor area)and ventilation.(min.4%of floor area)per 3.14 Set 5/8"round x 18"long anchor bolts not more than one foot from corners ' 7.4 Provide 6 mil.vapor barrier below all slabs. • thermostats and zoning to be approved by Owner. ' t i part(N.Y.S.C.)R303.1. and spaced 23"on center Per(N.Y.S.C.)R403.1.6. Set anchor bolts ' 7.5 Provide 6"aluminum gutters and leaders throughout residence;connect h. Provide radiant heat with 4 way boiler tempering mixing valves with . . . . - i , • L. Garage fire separations shall comply with(N.Y.S.C.)Section R309. either side of all openings and a minimum of two bolts In any one sill. ' • leaders to existing dry well(s). Provide underground piping as necessary -, motor controlled by outdoor weather reset. . : . • . , I , M. Under floor space shall comply with Section R408 of N.Y.S.C. Provide minimum 7"embedment. Anchor botts to be double hot dipped , (solid 6"PVC). Provide galvanized screens. I Radiant heat to be manufactured by Radiant Technologies or • . . Galvanized-with approved square washers. 7.7 Provide all interior and exterior sealants as required consistent with , 1 N. Provide combustion air to boiler per N.Y.S.C.M1701. . ' , approved equal. ' I , • 0.28 Upon completion of the work,the contractor shall have all areas ' . 3.15 No admixtures shall be Introduced into the concrete without written . common practices for interior finishes and exterior water/weather j. Test all radiant heat with pressure tests. • : • 1: • , • approval from Architect. i , , Cleaned included but not limited to vacuuming,washing and polishing. ' !,.. Provide 2 surfacestats to control radiant floor warming. . , : • , 0.29 1The General Contractor is responsible,during all phases of work,for all 3.18 frovide continuous damp proofing on all new foundations with 2"rigid , 'proofing. a. Interior sealants shall be silicone base-paintable,white or clear. t. Provide new gas fired Buderus sealed combustion boiler with min. . . ' 'i . . 'construction means,methods,techniques,sequences,procedures and , insulation cover per(N.Y.S.C.)R406.1. System to extend to bottom of , • b. Exterior sealants shall match color of adjoining materiai aad shall ' 92%efficiency rating. Provide outside reset controls&complete • ' i ' . i , i 4 safety precautions connected therewith. footings including 45 degree cant. Backfill shall ba clean bankrun or I be silicone base,exterior grade. I computer system. , . t . • . . 1 ilp proved equal not until walls are properly braced per(N.Y.S.C.) ! .c. Provide backer rods at all exterior masonry caulk. ' m. Coordinate with Owner the installation of second boiler to " I 1 • • . ' R404.1.7. I 7.8 Provide vented soffits throughout addition(1"continuous with black screen ! accommodate future basement pool/hot tub. , ' , , ' 3.17 All concrete placed into forms for a vertical height of more than 36" stapled to rafter tails). Paint exposed tails/soffit framing hie& ; . . . : . • n. Provide outside air source to Mechanical Room(one sq.inch per • . pall be vibrated. 7.9 Provide insulation in all walls and ceilings containing plumbing lines. 2000 BTU boiler capacity)with a duct with a register within 12"of . • , 1 , 3.18 rovide all beam pockets at all beams as noted. I Insulate all interior walls. : ceiling and a second register within 12"of finished floor. ' ' t „. r. 3.19 rovide sleeves in foundation for all utilities as necessary. • , ' 7.10 Provide eave flashing. o. • Set boiler,hot water storage tank and all blowers up on CMU-16" i . • 1 1 3.20 EINFORCING: .• . 7.11 ;Provide copper caps on accent roofs as shown. I above slab. i i , , • . i 1 • . All reinforcing bars are to be the diameter shown,deformed i . , 7.12 !All roof flashing to be copper or lead coated copper. i , , • • • intermediate grade billet steel having a design strength of . 1 i • " I • i ' 40,000 PSI per(N.Y.S.C.)R404.4.6 and ASTM A 615,A 706 or , . I . i ' . . . . „ , A 996. 7.14 'Do not apply roofing materials to damp,frozen,dirty or dusty deck or awandilW,matoefriSntheirseldectaitoanIsl.valleys and eaves-2 courses t ' . . , , . 7.13 :,,'aPtroevaivdeesGarna i ' -to surfaces unacceptable to manufacturer. Deck surfaces shall be dry . . , , i . . dceatIceall !and free from snow and ice. •' . , . , . . 7.15 !All insulation shall have a flame spree'rating not greater than 25 and 1 . . , . , !smoke developed index not to exceed 450 per ASTM E84. Fvposed f , . , , ,-, i ,. ,attic insulation on floors shall have a critical radiant flux nct less than , . • • . . . 1 . . , i 4 , ' 0.12 watt per sq.cm.per(N.Y.S.C.)R320.4. ; i ; i 7.16 Provide ridge vents at all roofs. 1 . , ; . 7.17 I All windows and doors shall receive drip caps. I • 7.18 I Provide gable vent with screen. i , 7.19' Provide Warm-N-Dry damp proofing at foundation perimeter as i . . , . Group(1-800-379-2768). Contact Deffino Insulation Company at 516- i it 567-4545. System to have 60 mil.Thick waterproofing installed over manufactured by Koch Materials Company,Waterproofing Products i clean concrete per manufacturer and Warm-N-Dry insulation board. , I . System to be installed by authorized contractor and per(N.Y.S.C.)R s , . 406.1. Provide water proofing as directed by Owner. . . 7.20 Provide additional rigid insulation at ceiling of porte-cochere and attached i , , Garage(1 3/4'Tuff R)above bead board&dry wall-in combination with . - . t' i 13rawn 13[4: Checked Pk: 7.21 Provide 4'gravity attic exhaust fans-mount on rear roof slopes. . . 7.22 Provide Deck Armor roofing below TruSlate roofing as prescribed by . , i „ R-45 batt insulation. , , . i,„ I manufacturer. . i I . i . . • I 7.23 Provide torch down built up roofing(6 ply)at all second floor balconies- , . , pitch Ye per foot. • , , , , I Scale: Pate: i , ' , . , ..•114. •cv- 0 ".' --ii.. , A 1 .. t , . 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