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HomeMy WebLinkAbout0803DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 24. -2 -28 BOX 9 1 ru I J ir 1 T go I 16 VI 1 ., Lyr L YML Environmental r Services 321 Kear Street, Yorktown Heights, NY 10598 ELAP KOM (914) `245 -2800 RSR Develops nt Drewville Road Brewster, New York 10509 COL'D BY Michael Papp (914)279 —4496 NOTES X RESULTS OF ANALYTE.. _ ..RESULT UNITS ., >. ALKALINITY mg/L PHOSPHOROUS AMMONIA mg/L SILVER CALCIUM mg/L SODIUM CHLORIDE mg/L SULFATEL COLOR Units SULFIDE CONDUCTIVITY umhos /cm SULFITE COPPER TURBIDITY CORROSIVITY LSI ZINC DETERGENTS mg/L FLUORIDE. mg/L HARDNESS mg/L LKON mg/L LEAD mg/L SPC MANGANESE mg/L TOTAL COLIFORM MERCURY rrv; FECAL COLIFORM NITRATE mg/L E. COLI NITRITE mg/L FECAL STREP. ODOR TON LAB NUMBER 'f 93.006120. DATE /TIME TAKEN DATE /TIME RC'D I 3 5 92 1:3 PM DATE REPORTED SAMPLING Kitchen Tap:Lot #6. East Branch SITE Road, Patterson, New York. For Lab Use Only Potable _ HNO3 _ pH LT 2 <4C _ Nonpotable _ NaOH _ pH GT 9 ((_ <20 >4C HCl Na2SO3 _ >20C _ STAT! H2SO4 ZnOAc ON I I ON NET, :. MF MPN P/A X RESULTS OF ' ANALYTE RESULT .UNITS pH S.U. PHOSPHOROUS mg/L SILVER mg/L SODIUM mg/L SULFATEL SULFIDE mg/L SULFITE mg/L . TURBIDITY NTU ZINC mg/L SPC per 1.0 mL TOTAL COLIFORM per 100 mL FECAL COLIFORM per 100 mL E. COLI per 100 mL FECAL STREP. per 100 mL These results indicate that the water sampl [WAS] Cs AS NOT] [NA] of a satisfactory sanitary quality according to the New York State Sanitary Code, for the ran tested, at t time of sample collection. These results indicate'that.the w e sa pl [WAS] [WAS NOT] [NA] f a satisfactory chemical quality according to the New York State Sanitary C de, f r the parameters tested, at he ti e of sample collection. NA = Not Applicable N = Not Present (Negative) SUBMITTED BY: P = Present (Positive) SA = Sze Attachment(s) • = Also done because Total Coliform was present Albert H. Padovani, M.T. (ASCP) TNTC = Too Numerous To Count Director > = GT = Greater Than < = LT = Less Than 19 PiiiNAM OC)UMY:DEPARIMENT OF SEALZ11 m7 DIVISION OF ENV.IMRff MAL HEALTH CES ( Owner or Purchaser of Building„ Section ;flock Lot COT Building Constructed Tax Map Number Location Street' Subdidision`Name Muru.cpali Subdivision' Lot 4 Bui].M4.. Type t r !t \ GUARANTEE OF 'SUBSURFACE SEWAGE DISPOSAL SYSTEM � 7 represent that I ;am wholly. and completely responsible . for the location, ' wiorZup, material, construction and drainage of ahe sewage c isposal 'system serving the above. described property, and that it has been constr� c ,t as ` she m °on -the approved plan or approved amendment thereto, and in accor(' ance with -`the standards,;.rules and regulations of the Putnam County Department of Health; and hereby`. guarantee to the gwner, his` successors, heirs or assigns, tc place in-'good operating condition. any part of "said. system constructed by me which tails to operate f)r. a Period of two years urmedately .following th e. date_ of �:pproval. of the. "Certificate of Construction Compliance "' for the sesbage disposal systen,� or any W91 to= such system, except where the failure to opera to properly is .1 vj taus wthe willful or negligent act of the occupant of the buy ld ng utilizing the- df Graf 7. MOMM�,r -E�r `Th'e, undersigned further agrees to accept as conclusive the ceternunation of the' Director of `the Division of .Environmental Health Services . of . the Putnam County ' . Department`: of ` health as to whether or not the failure of the systei to. operate was caused b, the willful or negligent act of the occupant of the buil '.ing utilizing the system.. Dated this day of /G 19 X12 Signature Title General Contractor (Owner )(/­I/Signature %C - /��e. �gpntien' CO L4 _// Corporation Nam (if Corp. )..' Corporation Name (f Corp.)' 04 Z. o�� ;Z essr -2�� /Q-y Address . rev, 'V85 Mk I iKA. m. ryi... ....e.....�w:ay....n,v:....,., .,, .., ..., «... •,...r,,.. e..,.— ... -..� e......r._.,:: wELL COMPLETION REPORT: Office Use'.'",; . ` :i` o„ r # DEPARTMENT''; OF.. HEALTH - Divii3iori of:-Environmental Health - Services .. PUTNAM COUNTY . DEPARTMENT OF . HEALTH STAfET AOONESS:. WouvwCurily TAX GRID dUM M . ;WELL Lt)CATiON East Branch Rd. Patterson NY' Lot. #6 WELL OWNER. NaMe: AooaESS: Dr.ewville Rd. Brewster NY :c o' Richard Rapp R&R .: Dev. , . , PP ; O•PBIVATE O:;P,UBUC .,USE:.OF WELL ® RESIDENTIAL 0 PUBLIC SUPPLY 0 AIR /COND. /HEAT PUMP O ABANDONED 1- •primary O. BUSINESS . O FARM' O TEST /OBSERVATION O OTHER. (specify) 2'- secondary O INDUSTRIAL O INSTITUTIONAL O STAND -BY O MOUNT OF US YIELD SOUGHT m. /NO. PEOPLE SERVED EST. OF DAILY USAGE gal. .REASON FOR ]REPLACE EXISTING. SUPPLY QTEST /OBSERVATION ❑ ADDITIONAL . SUPPLY DRILLING .'. NEW..SUPPLY (NEW 'DWELLING) . ❑DEEPEN EXISTING' WELL ' DEPTH DATA WELL DEPTH 205 . ft. STATIC WATER LEVEL ft. DATE MEASURED 1 23 ,:89 , DRILLING ®.ROTARY: , O COMPRESSED AIR PERCUSSION 0 DUG 44 EQUIPMENT 'O'.WELL.POINT 3 CABLE PERCUSSION 0 OTHER (specify): WELL TYPE O'SCREENED.. O -OPEN-END CASING.? OPEN HOLE IN BEDROCK O OTHER TOTAL LENGTH. 5g ft MATERIALS: .: ® STEEL 0 PLASTIC : _O OTHER CASING LENGTH BELOW GRADE • --L-27 --L tt. JOINTS: - O. WELDED" " ®THREADED O OTHER DETAILS DIAMETER' 6 in. SEAL: 13CEMENT,GROUT � 0 BENTONITE` 0OTHER` WEIGHT PER FOOT 19 lb./It.] DRIVE SHOE® YES - O.NO UNER:OYES::MNO,. SCREEN 1. DIAMETER (in) SLOT SIZE LENGTH. DEPTH TO SCREEN (IQ DEVELOPED? DETAILS FIRS? ..' ...; o YES o No SECOND ' :' ....... HOURS ... GRAVEL PACK: .OYES GRAVEL . DIAMETER Top . BOTTOM O. NO SIZE: OF PACK . in. DEPTH K 'DEPTH WELL Y1ELD :TEST r =�.l detailed,pumping ,,: 1t' more detailed formation descriptions or: sieve analyses '. DELL LOG' are available, please attach. ` is f ; .:METHOD:." O PUMPED 'COMPRESS AIR �:-tests.were done Is In= , formation attached? • oEPTII FM suRFACe water well: r - :0 BALLED ' O OTHER ... . LO: YES ! , :p N0 :: ear- Ing to :•, ;; In WELL'OEPTH DURATION ORAWOOWN: ;YIELD SoAace 40 Dr ll ng in overburden• clay & bldrfi IL: hr- , min. _. !>Cm. 205 6 i95 40+ 40 58 Dr ll i dc at 4 Of ng in ro.ck,set casing grouts • WAID" 'o`a w .QUALITY: O CLOUDY HARDNESS -:0 COLORED•:. ANALYZED?- ``;OYES,?;,ONO { �' ANALYSISATTACHEOt'OYES ONO STORAGE :TANK: TYPE ;.• PUMP INFORMATION CAPACITY GAL. =' TYPE ,CAPACITY__ WELL'OutEANME P.F. Beal &- Sons, D!! 0. . :MAW DEPTH... AooRESS PO Box B SrcinttuRE ,MODEL' ` VOLTAGE HP 'Brewster NY 10509 r si»y v .i / u!1 WD" t6ourAr"zilva r%DrVA1 DEPARTMENT OF HEALTH Division Of-Environmental Health services PUTNAM COUNTY DEPARTMENT OF HEALTH office Use Only WELL LOCATION, STRUT ADDRESS; TOWNIVILLAIAIJ91y TAX Gwo NUMBER. East Br . anch Rd., Patterson NY Lot #6 WELL. OWNER NAME: ADDRESS: 1c R&R Dev. Drewville Rd., Brewster,NY c/o Richard Rapp , I PBIVATE 0 PUBLIC USE OF WELL I- primary 2- secondary 12 RESIDENTIAL 0 PUBLIC SUPPLY 0 AIR /COND. /HEAT PUMP 0 ABANDONED 0 BUSINESS 0 FARM 0 TEST/OBSERVATION 0 OTHER (specify) C3 INDUSTRIAL 0 INSTITUTIONAL 0 STAND,-'BY 0 AMOUNT OF USE YIELD SOUGHT gpmJNO., PEOPLE SERVED /EST. OF DAILY USAGE —gal. REASON FOR DRILLING '[1REPLACE EXISTING SUPPLY ❑TEST/OBSERVATION []ADDITIONAL SUPPLY QNLV SUPPLY (NEW DWELLING) []DEEPEN EXISTING WELL DEPTH DATA ' ..WELL DEPTH 2051 ft. STATIC WATER LEVEL 5 ft. DATE MEASURED 1/23/89, DRILLING EQUIPMENT 19 ROTARY 0 COMPRESSED AIR PERCUSSION bDUG 0WELL'.POINT 0 CABLE PERCUSSION 0 OTHER (specify). WELL TYPE 0 SCREENED 0-OPEN END CASING :0 OPEN HOLE IN BEDROCK 0 OTHER CASING BETAS TOTAL LENGTH tL MATERIALS: (9 STEEL 0 PLASTIC 0 OTHER LENGTH BELOW GRADE tL JOINTS:_ 0 WELDED E9 THREADED 0 OTHER DIAMETER 6 in. SEA• -(CEMENT. GROUT -0 BENTONiTE.__0.0THER WEIGHT PER FOOT 19 Ib.1ft. DRIVE SHOE: 0 YES 0 NO I U ER: 0 YES ZNO SCREE . N DETAILS DIAMETER (in) !SLOT SIZE LENGTH (it) DEPTH TO SCREEN (IQ DEVELOPED? RRST 0 YES ONO HOURS SECOND GRAVEL PAC}( 0 YES ONO GRAVEL DIAMETER SIZE: OF PACK —In. TOP DEPTH ft, BOTTOM DEPTH, It WELL YIELD TEST It detailed pum . ping METHW. 0 PUMPED i tests were done is in- lb COMPRESSED AIR formation attached? 0 BAILED 13 OTHER 0 YES ONO r% .11, more detailed formation descriptions of sieve analyses WELL LOG are available. please attach. DEPTH FROM SURFACE I wat" But. Ing Dia- I wpi, Mew In FORMATION DESCRIPTION aoE ft. IL WELL DEPTH IL DURATION be. min. DRAWDOWN It. YIELD gpm. nd Surface 40—. Dr, _11 n in overburden clay & bldrE L_n) ck at 40 205 6 195 40+ 40 58 _Hj DrIling in rock,set casing,groute . 58 20q nvlillna- in -rock zranile. WATER 0 CLEAR TEMP. QUA= 13 CLOUDY HARDNESS 0 COLORED ANALYZED? OYES ONO ANALYSIS ATTACHED? 0 YES 0 NO STORAGE TANK: TYPE CAPACITY GAL. PUMP INFORMATION TYPE MAKIUt MODEL CAPACITY DEPTH VOLTAGE — HP — WE11DRUERNAmE P.F. Beal & Sons, PO Box B 11/43/90 ADD S101M I Brewster,NY 10509 .i / u!1 1) ALL - DISTANC ES -AI2>r MEA!�U2ED F?OY-FlxED Y_ >I\iT- - ._ LbC<TED ON-THE STOUCT1112E., NO SE715A(_1CS F2oM PKCIF F'!"J Un1ES, EASEMENT LINES 02 OT4E2 DINTS A2.E rJJOW M, EXCC" P-S 50*w►o. 2) "THIS MAP 15 INTENDEb TO DEIINEATa; .TNT LOCATIC)FJ OF-TNE SANITA9V DISpGLAL SYSTEM AND WELL t.,;:TH R FiPeNCF TD THE STRUCTUM, AMC) SHDUL.D NOT Be USED F02 AT-A'4 OTHEJZ PU2POSF 3) DISIANI E Fkt Hl Tiic WELL- 7D-MC NEAZEST LA-,e Ai IS GRFi1TEFZ -MAM 100 FEET ^,) 7-H 15 IS -170 CE 'TIFY THAT -N E SEWA <,E Df°Pc ° L, SYSTEM WAS CON Sf {_C_.•rt =D AS INDICAIl� ON TH1`; PLAN AND FIAT THE SYST -b-i WAS oA-SPEC,•TcD O'Y ME F--r ri='E IT i jAS COVERW OVER. iFIE SYSVE -M WAS IN AGU7jZDAmc6 mT.A A1; L STAMDAP_l7 rd1L.ES A1JD F.&6ULATiOmS OF Tt-IE PE171,jAt1 COCIV T i Dr--PARTMEWT OF PeAL.TI.1 MlD Tile Nk-W '10,-D� 5TA c HEAD H DEPACrMEmr s) TC>TAL of ASS xa rnoa 340 &-, -,� G) TAX MAP DESt6WA -n0N OF TW-- PA 4ZL IS 2.4 - 2 -%.S ? FICI,�SE . LOG[aTiouj WFa.t, IOGATON Arap P&OPEp49 BONI.ICA RN CATA ilawc nc.tr a SSrsAGr,S1 Tft,6 � FROM A ~ 6vnT:.E`D `Su of ?Aorat74 m6swaca-6 colt X-I R be"CLarme r -.._ L or No. 6 ,. , EAST D Al6icw woes- e4 Tbv^4i geaAO►+eo RPr C.oL LId• , Dki4.4'A .T*.,+ 17, 1 A*,=) -%X Lcrr L4 -L-2$ CLoTr&, c-Asm exAp.7cA Wpops, WELL .LKJMOM Vim. TA,CO�I.INS ►v+P � yutnam County Department 01 lisal" rivisi oKr Environm al Health 8ervi0be emu. spproved as noted or oonto>t51a>SDa With I.pplicable 8ules and- ReplationS at tble - >utnam- : Hea2th DaDartaeat. �1 �latgrfa ,� T1 P o m 9 II C, D E F PT A C, D E F Z 40.3 Ib.s ocr e: Dlsr A Te c s 25.3 3 43.7 14.2 . 1 ¢ 52,0 2q,o 3 5 540 30.0 - 2...o 7 sa.s 435 -- --- - - - -- -- - - S 29,tr 35,5 SS.to 59,-7 - 9 to Is. 13 41..0 50.0 97,0 94.0 y -- pq 54.0 96.0 - - IS 47.8 101.7 LAWRENCE LE PERE P. E. a0% -326' CR070N FALLS. N.Y.: _ \�y 1��� � -i •�•• E: .1 wnlEwcE lE •E11£. ..rts uc .nx o4E• puw� m vac Fa ( �.'�o -9A Ls{•. 9111. 1 oc i NE1d � ocr e: Dlsr A Te c s 25.3 cN° VIB . 1 6 3 4 2...o EAST 13,R.Aw1c,H WOoO3 -i •1 TGl.d wl' OF' PATTB1ZSOi!�" LAWRENCE LE PERE P. E. a0% -326' CR070N FALLS. N.Y.: _ \�y 1��� � -i •�•• E: .1 wnlEwcE lE •E11£. ..rts uc .nx o4E• puw� m vac Fa ( �.'�o -9A Ls{•. 9111. 1 oc V::Ir:IL4P VqOt:?-K COMP k';, 19-K COMP- I - 'Ll - cl I LAKE Rt7. tosoq 34 ()TI L-1 W L 46. 70 1 �-- X 4 OZA4 &U1 vio NAAC, cLaao4z r—r.-I, R. R. DE.VE..i PMENT t--� CXI I" Act ce--C>4-K..E- OrTH -T CE f:6o LAQc) 5�1oIE A -i -(oo:v- cr Pvz*cE,:;,17 i o 6. &L.F -To <::omr->A -P{ LEidc�)i 00- 719- ►-�.A4=> ANPR I L. Zy; two :j A4_1 . tj k Ct 49 J_ U' c;wra:) ULACY1400-1ZEC> - Al7EJ-;-'&-TlojJ CO: A 4*-eNJE--e' 1/7 A, \JI0LAT-IOQ CC 6Ec--T 7)4 PJEkJ STATE E-x. -C. C IS AAA A"D CO" C--,$,7)4EOJEC)P A�Ap ce- eEAz -T-�4E IMPO PE2r--OLJ. 'TERRY 5F-RGGNCICDR*rP- r-I-r. EBO CoRFC)RATE , RD 4-3 PU-rNAM LAV-E 5P,,✓W-eTrG-R N.Y,. Id5cl n: 0 .S. PROFILE, SCALE:HORZ 'l 1 2 0" VERT, 1"= 5' ci rj) 0 0 0. 0 1+00 3 3: 0 Lu rn 0 CL 0 cc a. a SOA6S A.f,ynoo 1ti — *AN3 cwr . , ind ui rn \ I I Q s Y" 1 m 0 0 w' -, cc o z PA KING EXISJING NE ToRY FRA E I LWil, P c p I 3 Bdrm, rt cli C" 4-C 10 0 L SEPTIC T NK ... . . . . . . . . A 0 . . . . . . . . . . 0 0 ri Lo-r 8 w to O a. a. BREWSTER USGS QUA I I a m M 2 0 a 318195 DID -..<. ol .. -. •s3 — 6 i °r_LEVSL c -7 cD•.•4 3U Q':4 31) T- RAIJEH A -1 T -SPLIT LEVEL A -1 L -RANCH A -1 — - -- 1D�4 al) iD': G. 3.I) (D':4 SPLIT LEVEL A -1 CAPE A -1 (Dv4 32) 3 4 1 1 - ' 5 TWO STORY A-1' ( Tv0 FAMILY a -2 RANCH TWO W67 3.0 - LE` iEL TWO STORY /TWO FAMILY A -2 SINGLE STORY Tv0 FAMILY A -2 <OFFSE T) TWO STORY /TVO FAMILY A -2 CAPE ./ SHED DORMER (Dv4 3 ° ^6 r•O n t�Q)V4 TWTE. EACH SIDE OF a TWO FAMILY A -2 IS A SINGLE FAMILY UNIT (DV 3D ,(D•: 32> TA STOR( /TYO FAMILY A -2 (OFFSET) 32) DESIGN BASIS ' - 8 TRUSSES (AS PER STATE REQTJ inMt q u ry - rq [,om urt Inf q R• tq OOtf ¢A[ tGp . wrlP ROtf ¢JR lQ.f fi:.FTER4 _ mu q .(nt tnc CEILJJ6 JOISTSf(STORAGEN roar,[ - . R q ntrYV H ¢A° (SMf <t FLOORS (t(ON- SLEEPING ARE:.h FLOORS (SLEEPING ARE h (o.f 'w 3 -ROY WIND LOAD >(..• tro-r . tw [u.s to (D Z 3 -BOX VIDE TVO ST RT:: (Dv4 n in • w •r 1 nu FT, n oor,uf (LI n .T TfI� P�'AIf OF 03 a 3t / l P �X P PJ�'1�F�'CTIO_)r m �' >- = J Z ~ LL Z �f' p W ' P t N % DEPAgWVNT'07 J _ < LL_ R.D.3 BOX 77B, AIIDDLEBk -_jUN j vED gpg BEDROOM CO f ttM �+ .. (717) -837_- 2333.::,, ¢ 2 BEDROOMS' Q Z W FIELD INSPECTION NOTES _• - [ M tua fuu.c � txrQKMr tnim sM(A r..mt � �Z $ UE1VT REVISION JALTEAATIONS TO �(mt wmuaa rtrJ RnKaq [ KA w•x Pl ANS BE SUB. IbD TO THE. 7 g B r. fmmtw tr me i rpQ uTa twu Krt acm • KIGT ' [ 0 q� M ITC• •[N[ • M2.Cn. ¢1lM q rRA9(D (A<Z '• rY[ M.: m>r. • rttLr [ 9 - - F.ACYOA SIGN &TITLE �• (;;"LL(, MGS -4 — N�` �hSE OF NE��" ;p 0 �,P0 L �9 w W = mA . O ' DRAWING INDEX 9 DESCRIPTION I COVER SET rt 21 TYPICAL ELEVATIOJS 22 TYPICAL ELEVATIO(S 2.3 OPTIONAL ELEVATIONS 31 FLOOR PLAN MASTER 32 FLUOR PLAN MSTER S TYPICAL .ITO•ErJS 4 Ty 1 BATHROOMS s TYPICAL FOUND TIQJS 71 TYPICAL [ROSS SECTIQIS , :L -. -S.: S :TAIR NOTE' 7.3 WE •/ S.ED DORMEP. CROSS SCCTIQJ 7A CONTEMPORARY CROSS SECTION 75 PROJECTING ELEVATIONS DETAIL 7.7 PROJECTING PLANS L SECTIONS DETAIL 7.7 3-BO% VIDE UNi7 CP.OSS SECTIQJ 81 TYPICAL SECTIONS AND DETAILS 82 TYPICAL SECTIO14S AND DETAILS 8.3 GAMBREL ROOF DETAILS D.( TYPICAL FRAMING DETAILS DESIGN CRITERIA CQm JS TRUCTION TYPE. CONSTRUCTION TYPE. otor u • _' OCCUPANT . w roar w¢•S,ct NEW YORK STATE CODE COFfORMANCE Pa rfz aRirwrtq ..° r1A - n w uZnr•iri [ nOi:r rtO, C.KT- Nnr•ortq .n t ( GENERAL NOTES � rpGP p p.i arr.paf ( rt nM J. t m uum RYrl [ Q CV t•urtrf ID .° ° +•oR , ac m 6 /I O�Dn4nL r p IwY1Mi® 1> M1[Z �wMi.mt e u R � [ rt s r q m ¢ariegcnru tw AMFJe I wt[Airz rmJmZr ' �farr� wcr� ! 6n y K�t acK K OM D w!. v.nr[• atr� s..JA ¢ n rK 4rRn[ mrt.Krq.. .otti (gT•Pmf rR v rtnr. wf.¢! E,KA ¢. M [ISrpplTllM1. V T( 'mCK gr�uFrRr. �KL px�„ KRR[ K(°•L tMOatol r[R�`.Tt, a,lyi[ rK[ V ••LL r••O•' V A -r. [[ rO0[Li KRML DSf6g1 rm,,lKprrntt rA¢ q ••tL rLw9lr ¢ LrV. ,� r,� rYII AL[KV Sw<A ¢ KS [9sq•n t•RS SrLL ¢ t>yttf N rRAIT Y irAi[ p9MA Mr• Inl Rq) rwT, IM¢f.9+•L• Ma•,t[f q :•ly dy moo :frc s'¢t .. .. T' .RR(('s. n¢r. :A¢' m rPC'acc sn- reRR(r� rwo(• rK�+L tnuro, K rccnao�Rxr �rwr ,. ' -'•m, mucrlq m�rr rm J v M¢AFm[rirwoY . r pP JtNr RA A v llq r K - 6®[,I•[ Ot r rtll n• Ja rl fvA r n Mr SrtK W J.fG MArtoq o ' s¢+�(A ` m° R�r ID'4 " CID„4 . • � - MODELS • [-{ K 6LL2 i°42 N�4 .O[ hrQt q (ITKA • q•'.[ D•[L q n•. f•¢Kn roli•:>T c ..r o wwc rn.°.ra. r m e.•. 0, („ • nui nw r r - wroccu.- • M15L( SIIf1A t1�9.0[ R/ ®q Lrr,O • 01t:1 Yn[[ q rYl 4.itRn rClMara • •n �L Tiq lLV2 NK M1ARf q •..ar f•¢,pr A� ` q•K rp,m•rIW NM • .TG rK Vrq IL.L u0 ✓3tKM [[.71 Qr,O(• W q .'� 41':•TIDJ l�L•aG 1 �W`STOer- - - '� ^a �_a '�_ r(+� q q++�. • cvn J.ra q ` iMttuA fr+crMr¢ war m An o rK mo ,mnf nmf .e rmoar TV- �rJmaw." ,iuororaJr [c - "Ar[ [. o) rM��.tmrr � ,r i.. rtwr w , � m[c m• a r°u. a Ji .+ • nr uu aR "®ri [ n r a uo�, v°n� r [ .[ q wmso srmm r(ml Jq[ s -. ! r •4\ '�• . _1�,�( -- ^'t i Al PftRTll,t ram _. SEP 19 1),70 6.5 OPTIONAL 24RRIER VALL S YSTCM 9 FIRE SEPAR:TIQJ DETAILS 91 FIRE SEPARATION DETAILS SPECIFICATIONS, SCHEDULES, L MOTES 11] ROOF SYSIEMS 112 PROF SYSTEMS 12 1] CAPE P.m( STSTCMS MASTER ELECTRICAL RAN / )'1/ JrAI N ILVIfIIAY O U TYPICAL HEATING MASTER 11.1 MYDRONIC rCATING MASTER 142 ELfR. BAS[NOARD JEA IW nAS iER COVER SHEET ET 1A] TYPICAL NEAT AND RECT4I ' 13 IS RIOI16 wrA I--- 88 6- 32 -90' M3 -2 -95 , -..<. ol .. -. •s3 r // IC HOMES \I 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT L THIS FACTORY MANUFACTURED HO)E (FMI) PLAN HAS BEEN APPROVED FROM A SYSTEM SET OF FNH PLANS PREVMSLY APPROVED BY DHCR APPLICATION MO. 116& O MANUFATURED'S N 129& EXPIRATION DATE 12 -II -91 . WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. 2. THE ENERGY-PORTION 13FA 1 PLAN HAS BEEN PREPARED1/SING PART 3 OF NEW YM STATE ENERGY CONSEVATIIDf CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE 5/12 TRUSS 16" O.C. K�7�R� QN- 3881RV /NY �P OF Nv ^ Co �GaPPD L. F A 6' m w 2 w w = CIO SEP 19 M0 rafvcdror 2848 FAIRVIEW IV P(W'�AFE live. Off FRONT ELEVATION ,i, ORANI... " 10207, -- fIL[ M ,'ay I I- F, SIC HOMES 0 o � K io ci W mZ O O O i 6 ¢ g :Ai inu= ado ,z., .> 4ipl =OW n w u zz > � a i >z fnau= W7,n r$:a 19' -9 1/2' ffVL ' VL 18-5 1/4' EP;- 1.CLG. BEAM OVER LIVING /DINING TO BE 2 -1 1 /2x10'x ML 2. HEAT LOSS WAS CALCULATED W/ R -19 I S OR HEATED BSMT 3.BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY 4. SIZED HEATING SYSTEM TO COVER A 39,000 BTU LOSS • 24-8 112' 6-5 HOUSE TO BE SET / y me Pus of . P6RiEC7 /ON AT PAWLING N.Y. DUT�(HESS C Ty � f E fIO/ilES, INC. a ON- 3881RV /NY i I 2848 FAIRVIEW IV FLOOR PLAN tt,l� uxa. vMw aa.rn - qo -u O O O DATA ® AND P SALABEL LOCATION 14' -5' " iu B' -4• &J BATH #2N VC24 4830 VAL 0 ,3690 10' -10 1/2' c ❑ ; b BDI D-S SB 36 B24 BD12 VH90 • " "- ILi 2-10 112' ' BEDROOM #1 • RAME OUT CLG I I N O D TLR F[Dt EXA - KITCHEN DINING ROOM LLD p N O A BATH #I OF o - -- --� LIN a \ 3' -I1 112' -_ --- 3 "0' AM COUNTY DEPARTMENT -- ---- -- -- - - -- �PR9Y£B FOR $EDB- 9' -2 112' -- 10 °j ALL BEOit00 ❑1 L-- __su_J .RAISE FLOOR ALL SUBSEQUENT BTVISIONIALTERATIONS TO Di H 13 T BE SU TTED TO THE PCDOH O \ o CLO I 3''. ' • ^ M CLO 'V = ii AI TITLE ' N BEDROOM #2 fU is BEDROOM #3 LIVING ROOM �� .o N �. _ X a ID FOYER �aD 6' -4 v X 10-6 112' 21-0' 10' -7' ° 16' -0' iVIN 2 -0 TR 0 N 0 � WVE RD. 227 [4',* 52•[/8• I - 0— O - 6' -0' 16'-9' 27'-11' 397' 48' --J 1.CLG. BEAM OVER LIVING /DINING TO BE 2 -1 1 /2x10'x ML 2. HEAT LOSS WAS CALCULATED W/ R -19 I S OR HEATED BSMT 3.BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY 4. SIZED HEATING SYSTEM TO COVER A 39,000 BTU LOSS • 24-8 112' 6-5 HOUSE TO BE SET / y me Pus of . P6RiEC7 /ON AT PAWLING N.Y. DUT�(HESS C Ty � f E fIO/ilES, INC. a ON- 3881RV /NY i I 2848 FAIRVIEW IV FLOOR PLAN tt,l� uxa. vMw aa.rn as RANCH SPLIT LE\/EL 7 r_____________________ .5 13 U O 00 0 BI-LEVEL L ---------------- -------- mo TWO STORY (A-1) OR 'TWO STORY TWO Ft-MILY A-2 ­-PP I. -.%I 3�11 W-I VVVW� SID.4 I-V-D-ABLE & ENT" LIGHTS TO BE TAPPED =E TOR 0-ITE D-AL"TION BY TO PRE -VIREO BOX I =194 TIPT EMIS AND COTTON M, 12 LOOSE � OP-SITE 1ASTALI-ATION BY MIER STAIRL .. WxDRARL (AYTM W-MVII. ANDT M- XOC,(I FW.W� AND M-LED BY IMILDE1 1. ACCORT­�t ­. STATE A I S EL"AlICKI AM I- ITT. A U. M01 III- SEE REOF nY DETAILS VTPt UT.CR ­Aft� MCF. �TEkS ARE OPT ON � mOBELS . . . . . . ... 7. STERP MAIN KO-EA � ONE RODY PITCcS TwMD AMVT� CBI-SITE BY WILDER) SQ BASE 4 VBMD(V,S �-OPTTINA� TOR �SITC INSTA-ATION BY nUiLl �I DESTOWD AT 3W 0 OR N PA L1,T LOAD . K4 STATE MW TK — W M� IARTEII -DPJTW TO CA- 1W 11 L 1 19 :4. I. -Il- It rICAO ­IAEO MIALI.E. M-SITE BY �DCR 00 00 TIDE T 4 K­ OF PETAL C-CYS 1� BE IT A MN. .- Alt ST POIDIT VWRE T-CY PASS T-ROtr� TK ROW LOBE AM) A "I W-7 I ANY PMMA W A TMILID1 V1­ - 1M-111 TO -I- Ox-SRC BY N AT71C Y,,?05nRAVTOR MOM VE.TD_AT3.0 AK1 00 0 �SIPV&XATl _"'W_ A� TC4 �1 IT -1 X E� IT IT LEAST 3OX W T� REQUIMI) %`EW11AT?NG AREA IS PRMDCD I I LEAST - ABO� ElK VIA I PROVIDED BY CA%E 7 C=ow%c�EvtrAzT` "­'C' A LU Z z (L `)3z < u.. Z z 0 UJ !L UJ Z Ci uj 7: W I— cl) z C)2 Z M U) z M LLJ --------------- I.E. APPROVAL. 4;, -OF IV6 LIMITED TO F.,01 eU)LT PVRfl;, .1 0*& ' - 'KU 3 IKS' ml Ax 1p Too A TIv..,My ­" �` To A SM STEP' ZV W. ­0 SMV �z �T- TIAC�. GAPADD T. SPACIAG W TK TA—I—T Rl W TM� "4LC SIM" -IT BE SPACED AT 12. OG LICRE TIC TUJI MIS MEET, 0.TEHDIW VAT V, KICEPTA= �T� .—ED .-- %" 11 M�kNC, I •10C �11- AM SIMT.&R 17. PATIO E ST.,DAAD Ele MIT TO 'LR PLM I& DIAN, I� ­TE WKIS T—IT.TE A I. W TZ ASONT 1.E MOF I\ TYPICAL ELE%VWV;t,­T,.., BIBB 2.1 SEP 19 17 il, •u wma°n� � W m E vwm a arn�un a� +•Elvin EmmtParz ° .�(1MW(S va`(Wr�V4 M N x0 UP,q OrQ 6 �•ti• M ° oma�'O1fP•°iiO�o m°K".`rza m r a ,r lPa. iry aa( w t I,I,PCMLLn(M > .9Ri Ta IC !�(Rrt ME K6 AXtSK AawT rmnc .otaP.Tw .m `'�4 1 N LUS`L(Iwl C iV[ �rrNrtU P[Fr TO Wlli- ,i. .NCit °rar.°1ia Iso m u noE °v.,art Iraq wttm¢ra ,� M6�TMl N bRM1A �tvWFSKE �wE v tDL �m %� r[i LVL SHV`L p!� LUWf IDG f!V ••Srlaglin �II•I P m,w )4ROr2l�.RpUICVYG( lD4 SWJ Im+c l[.GT'+°l,�I+ �,.i�[`i4lltn r° 11Y •'�i, a lM t.�rL. v i i aw ,`mcPa:i i rtar a`u..T� io rt a `o°+!w°uvT m n �w roL°c L u i 'LU.o ro r+�er w• wvan.ur w f [�stPn 'Tiir it[ m `rc�ORi: `Tnlrx�r !P fwl l6[ a L•YA E nn Lni !RT fP fL LI la of R` m°ic Iran` �Ln°w i u •`°`iY v(v .sE.iza •cr.. irta .PKa wa•vaPr MuArl>as P ATEauv n .awn m1Pam *u .rl f Irtm a.raa R mIE v +rza!®f as � pmart`i � h aL1V. 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OV. 511PPLY M atw onY _ U°NmlaKtr YPRO 1 Y 9P.M I 1 VENT KIT KIT SINK . DRAIN a VENT BRAIN I I 0[SP. vaSrIER SUPPLY VF: mArroM vla•Ta sv[w.a ffiA(rP - LJ� G I�KLL K M>aCLL m [N'r imPM.M . -wPM •Ira araa'�— PuRr• vprztVprU • p T rrlruq �.p•. YIaK - Y�MM Art f IPETY W irB4 � a'�•�� J ,!y � O1 pprgY.y f>t.° ♦.TP Lwar darVNr6 ,q Arm �ILI. !u[IIGn M ra(1Dt% x[ m ar.P rI,T ..o r minbA � ar o f'aiM®�ia vM :<isrlal rrr .ITm.M w, :v.�.eo, iacrm+ ar Ra,aa E E°"Nwrra t r n PWOE o [.K rW ..� rY Y YP( raYlvirO r• wad � a :�: nTi`i.av LP nrlwc anM � - 1 f ve• canna 1 M`lr:lp ATP (>d nN6 � f �r riv m • :l.�fu c r� � + ••••� ra.ama,�.° ' r +.a sr.c[ YTn N IvG caa. ra na Ilir wY _____ _ ..a °�•..a Prz.mulw �wm uq •1.rw I M�� /L .m ...P .r.,P ... � I yr Pu, ro• Illau rw rm°'4Arw`i mm`n• ST Pula rP w aa,°a ,c.ml mnwlrr rm uTnvlfn r wPrrL eD_OE �. ..d r.•� ti P fPCYP 6m.P !Lain a 111 MrPa.T •rz. gy , —TER NEATER DETAIL --- '- -- - -- -- •- -- -- - ra- sa •.rl a. rear 'ar MAIN VENT t W.C. DRAIN t VENT TUB t SHOVERS SUPPLY TUB DRAIN t VENT lam >,nma v.R.Rna�a rrr >•aa.w rM P rr.a .oc Rlc� ro ,�a� c ••u - aP-n: s� •n• 8171 t °/o'Rili�°.I'i' I"" n01 .. Lel:°'IPw . TIIT[e rinn[ uw vin .rry P[alvrLir .LMV i Pw PanaL — P.Ta c rcivcrtiMrrol rzva"O"4O 3 TYPICAL Dvv ScwmATIC lu vo°n'Prarr'�r � � e_rii i ILT =LONG TURN LTTY LOIG •URN TEE -WYE 'Tr ^� 1 III LTTY . DDUT� LONG 'TLBOR .. T !- ? L TEE -WYE t/ .N•Km "�`a re. Tatra .I,rr I rMn .T+.oa r � �e=lu° Iersuv n Ra ,k �" .T+ra. I r TWO STORY (2ND STI7RYI e vt rtM •nn I r " I POTABLE PLUMBING SCHEMATIC lµ LmC.11i� R PLUMBING MATERIAL SPECIFICATIONS e %v[ �r'OSPT immna -- �raFlAVm -r i rmot w.rft iu`oi = .rn L sai { w m.m MVa - laCr mP�i i�xtE- CP4t -1# !M.! .ea[iill [�i `t�trlo V. vPlr.�mlIIT� !u u� - n,vlY4 s - AIRJae -,.t ti P..:nu rr� LIMa�K�ip11°�`„l -i-i ,+TLaYi r[aMS a CnM•Dtl'Y1L1_,�4a LC b Cana •/ .r: V..0 FI M�AP4 Mir¢ � PaIIIK°°�iuw LDwR�Cra Oi M[ TWp STORY TWO FAMILY, A -2 DV`/ SCLLYdTIC - SEf' D': G. 0.2 FOR FLOOR. PL AJf EnP D`:CLLIIIG O' -'ER DVELLlt4G TWO STORY, TWO FAMILY, A -2 POTABLE PLUMBING SCHEMATIC aw N Ira .•Tin P+ia E IP[ d rma ltLUnl•L f�wiN ory D•.ELLIrTi G\ DVELLI1IG e« wino a'amc1p1:aa`i fa lei oarw..wli ivao ' "` ,.Lff2 m . w flm. I TWO STORY DWV PLUMBING SCLENATIC iQ K4 0[ N rym[ raw -°� P.E.APPR01'AL. EUOLT PORTflT C•jLM . KU'. S BSS Q�I F 1 i A PLUMBIC, JIM r 6 -2I -90 -i .. i R� L J �Z00 Lu LLII QIIL ' WIIZI — ,-, 0:0 QICC —K;-7: (lO W K*�jJ LLI JI rt OI ~ ,m a 1: If 4: � 6' w 15 t ! i . _ RANCFJTS.' FAMILY A -2 i 4 t a ti n SPLIT LEVEL 3 BOX WIDE UI'JITS BI -LEVEL 1 REAR ELEV a a 6 3 BOX WIDE UNITS R[ I.:i 4 rp1 19Rf REAR ELEV vin icva T a. 6 Y uscrc p -Zzz 'Z X Z J ` :3 lZ _ uji— I Q mr w+w 8 W © W W1i,L 0 (0J ,T 0 V J 70 Q •ir TWO STORY OR TvO STORY /TWO FAMILY A-2LU III C� WCr �a.a I H ^ Bet d ; N€�€ §. P.E. APPROVAL. LIMITED TO F.;yrc,� Et1lL7 POr'.71r'r Cr ' . 'KM .3 1 n3 Cj `. s0.O L 6 tu c.on Q 9 ' m w F 2 REAR ELEV r a irate+, iw c�LL. ��r.�.rrz a TYPICAL E M�hTdQ. r� MIG ¢'.4fIRT"' + Y+R IO 2.2 Ras 6 -2I -90 Ti- L ®1 6 A ®L rl ii P e rn f1 t. j II i a � � .� ru f 84 t r r — 1 n - ��` Oi I ! i i i ��g o ®1 § €'AgpR r OPT A 9H r : m r ! i ' _ � " a , i -- 3iJ-r aa0! I e� CO , TO THE BEST OF �e ° � I PROF NTESSIONAL. ED0E � ENTICAL TO OGEMENI THIBWEF AND 0 X ' AND HAS NOT EEN MODIFILEDNN IL WITH DHCR o / ` F1 MANNER. V) / rn rn p � v a DH E 0aSN30 z b S 0i'i of Hou4�q amf Ccmmureh Flenmral, vMUuIC'ng COla n•ww ' O� 1 Y �s Stamp of Approval tar a Sy a m Model or Component a rd.r r A.-Is-re y-si an suss ms'•.. fn ' 4� .� wnwr uwYluus.!ImL° " Ur.WMprJ EP _�oshr %n sssil4LId : q' —fir='— ` ,A r a a w OPTIONAL PORCH ROOF OPTIONAL CARPORT CAPE ROOF ELEVATION OPTIONAL GARAGE M p.4 ,1J A, GM4fl s0,i V.ttC JSHgt¢S OPTIONAL DORI4ER OPTIONAL WINGED GABLE az i2 ' 0 Uz zoL U;W LU 4c cud o?2 to &L oho QQfr.UJZZ FALaE6 H v W2m OPTIONAL Eli nee '" `s :z —eD " 1--2.3 E.S 5•i PPd. If I. o ' a e• ,I.E. A ?PROVAL. LIMITED TO FAVI`0�'. - b:it ce n )W, . �,jt ;(01 ZMEW 3 0 ,tr�� y. H v W2m OPTIONAL Eli nee '" `s :z —eD " 1--2.3 TYFICAL ELECTFIC p•KFO',QD NfATi'Y• LAYOUT ' UNIT DESIGN TEW. BTU TO WATTS. ACTUAL fOMM UT 'L VAI LIG BASE WATTS �$Z [$LA •: ATTS LOSS Q• VALL V/ V erz [ R R 11l • W i [f V•112 IBS o• w,a v/ w . rv.. ss• [ rz [ m - u• . K• .•ns ,nR EtA irN1 v/ M m • rz • ell W I •¢.• L•tti ILGi ut [ rz [ m tl [ •+. .•nx tma TaW v/ afae •rt • rz • ep - Aa [ KA • V•11t l61 „•rlp V/ e•e eA t :t . eR • J• [ •IfA :•rli lfEt nm1 vi ,l-n e° t rz . era ut • Kw - :Ln: Is: Vot°nx H r ,• ®v r, b z rz [ m a•e • w .• lI ,tRo VREPrS) e K . rz • 1Tl Il [ KA •Lni 11Et IID1i A l e tl a R • M • Wf a aiU V•1Ti lAx Lm1 i• 4 i 't • ett aY [ K. V[lli ,SS rc l+i[a w WWA�alm�etl. Fl FCTRiC BAKRINRD MTFS L eev�r6 i ai v. �r.a unona K uro .r t lr➢r •fr�6 Baal µ¢LOIR I[[Gd0 K ¢1R�OCa 1 ,Y¢1 Q L1LFIe6 M ,I° ,[AIt( °00R V 4 Vtle :rt. WnvlE,a Hama - 6 MR - 66110L ).¢aow KAL M MQ•41 a•u !rf[ 1KY@l•I f•Mll Y WSI.CL[{ �fl s.w•4 ¢M1MLr t¢•ro P M Cma a rKtKlnal: }YL Y Q•f/.4L 6 �:taLt•L .U.I Liw f.R7T t.O416G Oan •oa tS f. Rts 1. ). La.ccro tttu v aLClac rtmw K.trt• aRtu, Li•MT wA ,m races lY ¢ a xa°n u,ua ,..m v nrsTtc e.mnu K.1DE Stual,rs l QACIRK KSOEW KA¢q m/R• R M •b�eSK1RS •1E K WSfAUAe W !T°[S a¢oEr•x :rt+ l.0 M [IS N,TR01 fR ratLtt,Tp, M L >IIiL�C]L 561L, K°!I•E I NFILTRATIDr1 FACTO.S R• ttiti i If• d � •�i•I°tm[r).O IURMOAKi .iKO /R®1 W1:/LL•1 •¢O+•¢. Yta Tt L1a41.1L L1WCW1. .wo.R®aPt:.us. u.a. r.+.zs•mtn•u•a•T. tae n,wcw. :90EVR®1 WS VYLt•tMOVK.6 •Ya[R•!I[4TL»tMVWrI. HEATING 13ESIGJ CRITERIA, � V011[A McR]¢1 �tLL�S60, 10[t4.1Wa JCL I SKOU e® e¢1p mrtml sr¢[ ¢¢R To., +. OAS II,®LLmL SltitA➢s 16� eLL.iilfa i R M n M Q rz >e R w p a• R R rz 17 rz .q rz • rz ll A MECWJflCAL NOT S . 1 ILL 6Ltt M W( lO ft.� 9tll Y YmaATO N M !¢YVYL/LD1 LIS W,t! p •l�•1l't Vm M FCVL[,0° p0°i �. .. t fR IPLt [PMb,1 a,0 TIIG LAIL Y Q41KLO ¢ .YmR/[Z VII. MrM te-nn. � a mo¢ImH Lta rR 4Lt +WCS aaa ,urui cauuLm snlL R tlrABLD MUOI L¢ISCYB emri v[M M Gltl "DO06 Ilf W'•� VIM KM 4H7• l GSKDO [¢011 I fpRG SKIT Y 16TLLLD W A¢OIM,C[ ,41M S n1 VORi fR, W-IB¢e [eITOR WL 6 p6TRLD O •¢R¢wKL vIM ,rT,H altisat . [ RO! [»••VST 1LneV•�R, SKlI ¢ M 4RVaUAfrT V M an.>Q/LVtAB R Out /LR V161,LfOCYSKLr rt[911[a n M •t•fLINQ Ewinaltaii KA Oewtil gCIS B.i• Ip d° ILtt W 111<ilM ,aET W1vS Kp••IfAI cl (n U cc ty Z Q Z IL < Ju -J 7 S Lil W J - -LL Z SZOO R� W J X Q LL W Z a pa0 Q w W w < is m ZF- 0 2 �!{ O Z m N W Q U op Q W IL —0 P.2. APFAOVAL. •LIMITED TO F.,Vfpj :: •(E WILT PDP,TI✓f ELECT. r z� A E� 6 E ° ° t MI. MASTER `'°14.2 B�7 D 0 �:OJ• rS'l B ©BiT�f �� Q11 Bt%-' -� 6�Bt0� d61r•T7FafC'T7�1tII��?L��L'7c ©BmrL1i ®�� B�]� '1.._70�m ®BC>�fl� (gym B0 t3_�7 m i• :7 ®cs>• o �r.�m Q� o UNIT DESIGN TEW. BTU TO WATTS. ACTUAL fOMM UT 'L VAI LIG BASE WATTS �$Z [$LA •: ATTS LOSS Q• VALL V/ V erz [ R R 11l • W i [f V•112 IBS o• w,a v/ w . rv.. ss• [ rz [ m - u• . K• .•ns ,nR EtA irN1 v/ M m • rz • ell W I •¢.• L•tti ILGi ut [ rz [ m tl [ •+. .•nx tma TaW v/ afae •rt • rz • ep - Aa [ KA • V•11t l61 „•rlp V/ e•e eA t :t . eR • J• [ •IfA :•rli lfEt nm1 vi ,l-n e° t rz . era ut • Kw - :Ln: Is: Vot°nx H r ,• ®v r, b z rz [ m a•e • w .• lI ,tRo VREPrS) e K . rz • 1Tl Il [ KA •Lni 11Et IID1i A l e tl a R • M • Wf a aiU V•1Ti lAx Lm1 i• 4 i 't • ett aY [ K. V[lli ,SS rc l+i[a w WWA�alm�etl. Fl FCTRiC BAKRINRD MTFS L eev�r6 i ai v. �r.a unona K uro .r t lr➢r •fr�6 Baal µ¢LOIR I[[Gd0 K ¢1R�OCa 1 ,Y¢1 Q L1LFIe6 M ,I° ,[AIt( °00R V 4 Vtle :rt. WnvlE,a Hama - 6 MR - 66110L ).¢aow KAL M MQ•41 a•u !rf[ 1KY@l•I f•Mll Y WSI.CL[{ �fl s.w•4 ¢M1MLr t¢•ro P M Cma a rKtKlnal: }YL Y Q•f/.4L 6 �:taLt•L .U.I Liw f.R7T t.O416G Oan •oa tS f. Rts 1. ). 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[PMwRI ltl lP➢i iwllL !< D6f.tlLi Y [<mmRR mw 1 tag6T0t AP rq Lls -fPLR aK[ XOA MI [ Ji Wr M AC C tr TM6UI IPN® YOG V(M M 6(M RYlm6 w1iA Y VSM MM Sl-nt .. -. •• . a [wT�RO mm.b1T ! NR6 RK='RC 06TM1lf➢ b l=taWlft mM - KL vGTi IRI 4lf -/1R0 [0.1P10(I 11E'Ll t R6[LD P./3AIRwlL. V(M 4 RR O),ILT ,[awRwi1R11 11.111 K 1K 49?CIIRI'Y a M K�41('ADI q R•w[i M1m Ills! PC IGIlT ItbRTI[R [P l�( M[NQ hWIKIYRL Ill pwlfl OUCh T2[ I[w m! IQf q 106M MRT wN'[ IW�W.'6 q Lo U cr ce = W Zxz �a 00 =w td ~LLZ Zoo W J LL 2a_ Lu Z Q o °g Z W W Q is m m O Z c �p�. Q W �aA P.E. APPROVAL. L!UITED TG FACTGA EVAT PMT. ![,d:k I Ii.S HYDRONIC I CNS 10/17/91 o�l.tea 3 � ice€ Eo 6 W i ■ 11111111117, >. CAPE AND IST STORY OF 2 STORY TYPICAL SECO14D STORY r.1. J A FIRST SIURY OF SECOND STORY OF 3 BOX 1.:'IDE -TVO STORY - 3 BGX VIDE -TVO STORY cuE..nc a w :s T3 Ix A: BEST OF My KNOWLEOGE, BELIEF AND P, -I JUDGIFMENT� THIS PLAN IS 40r EN�0�ED IN ANY MANNIE ON FILE WffH DHCA LABE ! TYPICAL CRAWLSPf.CE AIJ➢ 2ND STORY FLOOR PLAN C-FPLI,%NCE & MECH. EQUIP. LOC -TION TWO FAMILY A -2 (DWELLING OVER DVELLING) IN Tl'P. CAPE ;-ND IST STORY ❑F �F t 2 STORY CR:.WL SPACE MODELS ED ar -a Irr uo }_ � „� o m m F� NOTESI i __�- T ® ° f l xAIDrRA, AREA OF ff'CLLDG UIIT TD rE AROr fa FT. 0' L TO FT__ C M - 6006) PER FLOOR __ -- • .Q =__= 22 2 TK TOTAL rA.A.ED AREA IN EATERSOR MALLS 3NALL NOT Q)•u S 1 AO, DDV LLM L'MLL M'T ATCTK PRTrvRY LOCATION A .MIN ENT ,CE Sa TWS DOOR SNKL R: WfN SVOL lYK • %• WIL vIDL T 4. [vCC TUG EAT IN SIT, SLEEPIIa RECRCATM. YMLL MIX AT LEAST P.E. APPROVAL ccuuLLKNARVr AT s-L UVMT s ARC• "Nau ,m )NiEil is IT LIMITED Ta 0.CAR V ,[[Nl NDL 430 IT. Alm IDYml •IDTN STATE AND TWRD PARTY LAKL LOEATIUIS . MLL DE �JL7 PCY",'11::Y F m Paicr xprc Tww ® pmICAT. a dDIVIRML KR)R PLANS 'Ku .I IT, L } �� L a4 uwvM u `) Irn¢�10 SIM YOI1N ) ALL [ DIVI FLOOR Drt/uL ILL A3 CKDDCRR, 3 I IT 4 Ta .or,o. R..0 J! t = �jA Ii • TWS DRAVIK AND SE AVAILABLE O N KE ST Er9rQn Y a ALL vtlmov LOCA U4 VMTY ACGORSO4 TO RIDIVIDOAL FLOOR PLANS ` 9. ALL EOLLOSET LZ.TUSIS Me L AECOROI,L TO �1' -a VI• ID,L �' RrulW a DmMDIMI. RlEF PIANO 'Y M vtix VT R rps -t 1/Y FW OR _ - IA GAS MATER PLATER. —am D1 OR OFF 117• NI.L NM lYY V M ° Q 3lLVDNO OR TOOST ROO,S • •' ' IL Dt KS DATA KATE AND STATE u Of READ wnt= PER LIVING MI 1r G - ONE STALE SMLL KR PRO% IL GAS FIREPLACES R C SN:NF DE 710H S D V[TN T[RN:.L \LR NETIFR; a rD. VrtQ. s 1 Il •N ALL 011 COVAL DYILTRATD7t1 BARRIUI SNALL K ORIALLED ,rM AV 1 y a M,OV OTM a .v.L oINERIDR ALL KATHY. EOI RD E m.CR .0 BE INSTALLED LED SASERONRD OR B W'NOfDO IISCBINP.D EATERS, LMLL BE ICOOC% RD AN1104E h'9 A,., 1xN {E'Y• MS. tr r�ON tia 8.y Nh TMII µ.-R. t owmO[�QO 'm lY DUILDCR Arm u1ST ION CONA.y EFFICIENCY.. ICITN Y.. CODCS RCWRDDL JJsR`/ ILEL TWO FAMILY A -2 FLR. PLAN � TWO FAMILY A -2 FLR, PLAN � - u SEE DvS rlf rDR atDlnw:1 NOTES. (2ND STORY OF DWELLING OVER DWELLING) (IST STORY OF DWELLING OVER DWELLING) FL Iw r tee BB09��ci,i,fEE I ee • I t::ttt19119999 n auaynaa.aiaoan �� - 99999199999999 �o. giiEiiEtYt t6Ei �� . lBfffdBdBfBfdf E .............. ii6666666666i6 F A 9 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THIS PLAN IS .� P IDENTICAL TO THE ORIGINAL ON FILE WITH DHCR 4�pGkix o 1 AND HAS NOT BEEN MODIFIED IN ANY MANNER. au,euuan.n. g i : I�a F: ................... �I E Sid ttctukcniv'tpkn�� tee BB09��ci,i,fEE I ee • I t::ttt19119999 n auaynaa.aiaoan �� - 99999199999999 �o. giiEiiEtYt t6Ei �� . lBfffdBdBfBfdf E .............. ii6666666666i6 F A 98 1 }t }F gte�F6i 9 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THIS PLAN IS .� P IDENTICAL TO THE ORIGINAL ON FILE WITH DHCR BB ��� f 6 4�pGkix o 1 AND HAS NOT BEEN MODIFIED IN ANY MANNER. � I�a F: Sid 98 1 }t }F gte�F6i ggg 63 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THIS PLAN IS .� P IDENTICAL TO THE ORIGINAL ON FILE WITH DHCR .59 ; o 1 AND HAS NOT BEEN MODIFIED IN ANY MANNER. � F: � .� 'a0�SN30/J. m R b ��-' �" � a' "0'Y TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THIS PLAN IS .� IDENTICAL TO THE ORIGINAL ON FILE WITH DHCR .59 ; o 1 AND HAS NOT BEEN MODIFIED IN ANY MANNER. � F: � .� 'a0�SN30/J. m R b ��-' �" � "0'Y g.. �E rk=0- •�� O Ni4enatHa:tgor4Ccnuiwnirynemwoi• .HOUL'M a�tl! `nJCMrt RvNu .. trl, � • o _ Slamp of Approval for a Ssiom, Model or Component „ Y-ll 60L'All CMS•.. " ' � aopan•nwROe. wa.a�.ee �, + ua•a��a, . yy � F: � .� • � dap 7 ��-' �" � 3 f o• •mom! ME MANI m X-a ti �J■ �O o ° K -11 Mo ©_. I= © mc � -�, i0i K -8 K -9 t'7si8Si� �.[ `��'. ii�a ■La1Ffw�� [ Lr- 91�-'}� 0 0 a i�_ O K -10 IIlEaam B r o ° � 80 oil � BA ° a�emm �►ri +a go o - TYPICAL KITCHEN ELEVATION VQ. QO N10 YO K -5 K -12 d L•7 r� M■ o r� O 0 ° TO THE 811 OF WY 3&i EF ANN; PROFi: -SSiUNAL JUDGEMENT, THIS PLAN IS IDENTICAL TO THE ORIGINAL ON FILE WITH DHCR ARID HAS NOT BEEN MODIFIED IN ANY MANNER. 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I LU ~ �. vta La.a a•cc sar-x . ra CD a GENERAL ELECTRICAL NOTES W W LL ..• an+c., au u ias+Ti N u[aa .....r:.r.:,t. tcmc(c ;(s,lr uwiPn ,.®m � � (:2 trr iuisa c uw,a cacucmf ..e rnu,cu s.uf x [w,u.c ru im. ,¢.,m. w.,tt. e wf°f r.+i :n`e ts"n Lc,ceicc !..+.coeu,o wsrrc,n, rrssr rn r 1 .r+ M ,rte � W . . .af .a Mn mum ,+ rK taa.far Ttw utna..,m.s Kur,.i P.,m 1 tai m rot i nccritrr S,TN,A m x wruo m rtaa !. au1A+ um n.nan x r[! rn.r[am m tar.w¢ m ,aut raiii¢� a ] tYY! m OIrl1 Yr bn'„u W Yl[Y/t MOrrlWlm!) wr,cttla rq raR(,t [Lfc1r[r .m[ylr. L M ,rm Af ✓6t MLTli[t 9NL x MIrLO +I + aAai.) Mltsf+Yt t6,Nr ,6,rtfr K rm„(V piMVLS Q iK 1 , ). rA 6 SIDI��I[l p YSMYrs tWl x (mi L61/i16 u0 vYM,[L M Ct,R[d v.tl[ Lr iiaa/. � � vmoi r,nim mue 1 1 • 1 • ] v[•L lMV, lv+ i[nTA - A,v,tt rYp ./ V.M Ln[LlLt, n fiwini0 .. rre • eaoat arusas ,a rim ue � __ __ P.E. A ?PAJt'AL. v we nrsili rKU rixoc ,o«a .zrMr 1 Wr tr ,K [nas a„Sa x nmt¢,n vlr„ In• 1,lLC ,Tm ilmrcS uat LIMITED TO F.C7G3 i+Aic na[ rnoa vc r2cnciTn .,n. w• r,lrx srm rugs ., .... twu x state r w.A +r Mit(r.r :.wr [x[[mc • to rm .m,m[ ,r s mss > rnrsct Is :s TMt�rrm .um:,as: 'n+c! o).nrrri wi .r'ur. mNS. iTArT: ue v w.e. . tirtiw .Twz ri sAnz one! ve v uruM an[ ,i¢ -.ii'a Fri r.mA,rn a` lm.rs a.riL rn x ISm az[ ... wr v n¢ *wa lmw aa•t.rz K �Ii l.Wrs Slwl wK , �OCnN W �nr nw,n¢ r,a mauzru(t .rld[r � [tSLT 1S11ra n. an ®1 ll,M A]i ,Ir ra -v,a6 ,.Sena u< s.a,v l�L rd tµiirz Pmr2wTmt N axl. w atuw TItMi m x MSgn,rrKir mntnzTe AYM fra wmmes w Krti SSlr f.MZ x [n+ICrzi m M TxiTatw snt iitt•on aos ximui wsr x uSi,san ra s„rz cmc [om ¢T[LiOn ir>• x prttAl CW610 ii +mar uwluc rmOlt ./ M i•rnvmm� vrLL fMtw „r ru ®m stun. n —K P¢ .0 w,ti w lu wno .,..rac a+toiMm_K+na_tarm rD i�c ao,>Q�,ii tr_rm ,a omrfa m KiD,plA�ar�TK ,rte w.rusK LLUMPAn1 SIDING GROLAtDItLG DETAIL EYJILT POP.Tih 0';'al . •%L7' .3 DGS �. . � O B- B -7 Wit' MINIMUM FIXTURE CLEARANCES ,al Y v B =91 O 8 -13 r B_12 H_2 r , 1 O�z B_I B_IE• � cU, � H -17 ro 8 -22 O �:, q".-27 ' =•i LU i � LIMITED TO E'QLT PN b •X.Li . s v;s �P�E OF !dfop �o nauae Marc r yy -_ Cr L Yl.mr YRrtmrt cur E Mrt,p R MKKM YMO•� IIrM . �t.rMIIDR If rm•/K, W i ii ii@'v�,�'wc iu =GLC : ru°+rt iu e.110tei'ui °gym umirc a wrtwasi , w e.rrc,c � • ' � '- _� N 2 a Barron aKwi K vR®m r ,.wm rcr wA ,ar prwnc vm. ,.c a+ualc 1 ? ' mA a sai. vui rmrcrmr Zvi amrt v .a%c m nm+ Ann .n wu .c v . `� �+ ras, w rap. a,mu ' 'apm,e mw, un vppM[ p aa+LV,u, m C urrtr rum �= ii.•m. ru w.mucnwi u rzo.m�s... � w w k� ��,bi m nu =e,.rpvu• o.rt, wo. w w-arz art TYPICAL TYPICAL BATHROOM ELEVATIONS ,n um n[w v c Na 5 REB 6 -2I- -HS LEDGErdD V VANITY MC MEDICINE CABINET TB TOWEL BAR FL FAN LIGHT VENTED TO EXTERIOR S SHOVER LIN LINEN CLOSET VC WATER CLOSET BT BATH TUB GT GSP.DEN TUB rna .t. t.ro aulMw i•nJ Iva , � a-�i SEE DETAIL C- ­7 KtW4 pir•[L[0 trm 4 yys Dq p� to OfalD t- �4 0.0 t..tl w, m CPVI WLLl fKw wm aMOC rw •u vNS t - a' r[rwm <zc ..snow •r v ac w s•.n PEAK C01dffC7I011 DETAIL C -I -SEE DETAIL C -3 u[•y._ I i- Y. m r.n ua a cu.<.•ci c.w ur.cr f[) sKwr N/Y Dom] 1 2 :(6 /2X4 RAFTER CONwECTIOJ DETAIL C -2 - [� u -rani iwas�tl'm w[ian. :>.x not ru<xr a nrcr � it oc. ra unu SEE DETAIL C -1 ' aru•no- wo.r rt SEE DETAIL C -5 1 Jj >T [n. m nw.t r wn[mt rauw� I I KNEE WALL CNdJE[TION ! ' GUSSET PLATE CO1IECT1D11 DETAIL C -3 DETAIL C -4 12112 CAPE ROOF SYSTEM •J/ SECTION 6 -B P r M WL [Kw rv,Ct T RrvRE>p l n• to aa :r n•ca.[c Dai a„ c sn. w , MIX I[Ym¢4 pl it 1 I � I [ -ex •e sx .p s. ✓' ,• sro.r acne u �i•c.iirc iin�ioat �iR n mires mx-vro NOTE. I(1 ADDITION TO STAPLES EACH GUSSET 10 BE GLUED TO JOIST nJae mccr.<t DORMER DETAILS NOTES, DES . DESIGN FLOOR LV. LD. IS 30 PSF (EEDP0011S 01L1) P.E. AP�Rc;\' ?L 2. ERECTION SEQUENCE OF ROOF SYSTEMS IS AS FOLLOWS LIX)TED TJ F.< :,TC� , A. NODULES ARE SET ACCILRDING TO THE STANDARD SET -UP 'EVILT PE -R'fi CT va, n �✓ woe tm�irs °.,,r ti PROCEDURES BEFORE ERECTION OF CAPE ROOF .'. ' K AaM [• __-____ - —w[�7 �� B. RAISE 2X6 RAFTER PANELS AND INSERT IVEE WALLS ') U't [q xu,c p KMGt t-1N mj' O_ C. MAKE ALL CONNECTIONS PER DETAILS C3 AND C4 [w,�s Jytm w m rur Nr A cc [to. Moo[ D. INSTALL COLLAR TIES TEMPORARILY AT 8' -0' _______ __ E. ROTATE 2X4 RAFTER PAt1ELS FROM FOLDED POSITIOIJ•�!�. YILY =G °o A ! { q SUPPORTED THEY MEET AT PEAK ECTIOS MUST HE BEEN MADE PER 1 1 SLIM UNTIL ALL COtfffCTI011S HAVE BEEtJ MADE PER t DETAIL C2 I / N F. MAKE MAT EM LINE CONNECTIONS COLLAR TIES PER DETAIL C3 , CmO.K ~iwR� yr i tar �i vvct �•. m rasr ota a G. INSTALL REM:,IIOHG COLLAR TIES :J1D FASTEIJ. PER DETAIL C2 3. ATTIC SPACE INSULATION AND HEATING IS BY BUILDER •r w t• IK •, e i r - ML • MICRO LAM. ii _— aenrmt wr w.ni •Aar uf0'asn 5. ALL FRAMING TO BE, 16' O.C. e 6. VHEIJ USED AS ATTIC AREA FOR, 2-STORY, CLG HEIGHT IS �l �. e w• ntc a ru mr REDUCED TO 7' -0' (STORAGE OIJLY) L A our -u• to r•[ b, urt _ CAPE R( STAIRWELL FRAMING JW wr66 -22 -5 TOW <ZTZ 1LQ'0 Z CL t mZ u_ _Z Li ZOQ W -_j LL WZO 23 z LL w w o Q m Z Q O uJ m Z. W W V�•- �0 Qa0�d RANCH BI -LEVEL CAPE TWO FAMILY A -2 TWO STORY Ut TYPES OF SILL ANCHORS- �l ill Mill 11§1 06-l"hom RANCH BI -LEVEL CAPE TWO FAMILY A -2 TWO STORY WING SECTION FOR SPLIT LEVELS T's AND L's NOTES 1. B' CONCRETE BLOCK PILASTER REQA WITH IQ'-O- MAX. IF BACKFILL EXCEEDS 3-0' ABOVE FINISHED CONDITIONS AND LOCAL REQUIREMENTS. 2. CRAWL SPACE FOUNDATION REQUIRES AT MIN. AN I8'M24' ACCESS OPENING FOR VENTILATMN 1/3 Or l% OF FLOOR AREA PROVIDED BY CROSS VENTS MADE INSECT L RODENT PROOF WITH SCREEN OR LOUVERS. MIN. CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROLND LEVEL IS 18' 3. WINDOWS OR VENTS (INSTALLED BY BUILDER) ARE REQUIRED TO PQCTTDE 1/150 OF FLOOR AREA AS FREE VENTILATION AND SMALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE 1. IF WINDOWS ARE INSTALLED IN LOVER LEVEL OF BI -LEVEL WITS VENTS MAY NOT BE REQUIRED. CHECK. LOCAL REQUIREMENTS. S. PERIMETER I RAL ATTACHED TO SILL . /6d NAILS 16' O.C. 6. FIRE SEPARATON WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASENE14T FLOOR (ON -SITE BY BUILDER.). 7. APEX MOLES, INC. VILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPAC114G BY BUILDER /OVNER EXCEEDS M X. SPANS SPECIFIED. B. LOCATION OF WASER, DRYER, WATER HEATER, L FURNACE IN BASEMENT TO BE INSTALLED PER STATE L LOCAL CODES (OWNER /BUILDER RESPONSIBILITY) 9. ANCHOR ROTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOISTS1 AS PER NYS CODE MANUAL PART 3. PG, 71 10. SIZES REFLECT WOOD TO 1.1001) DIMENSIONS 13F UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATIOl IF 3 /4' FOAM INSULATION 1S USED. INCREASE THE FOUNDATION IN LENGTH AND WIDTH BY 1 1/2' TO MAINTAIN PROPER OVERHANG THIS APPLIES TO ALL MODELS. O. ON -SITE INSULATION IN FLOORS OR ON FOUNDATION PALLS AS REOJIRED TO BE BUILDER RESPONSIBILITY AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES M ALL CONSTRUCTION AIND MATERIALS BELOW THE BOTTOM OF TIE FLOOR JOISTS IS BUILDER /DEALER RESPONSIBILITY AND IS TO BE DONE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES DETAILS ARE SUGGESTIVE OILY. 13. BASEMENT COLUMNS SHALL BE PLACED UNDER ALL SPANS >5' FOR LOAD TRANSFERS IA. SMOKE DETECTOR TO BE LOCATED AT BOTTOM OF STAIRS. SMOKE DETECTORS IN BASEMENT SHALL BE RESP011SIiILITY OF BUILDER TO PROVIDE AND INSTALL (COIL WIRE BY FACTORY) IS FOUNDATION DRAWINGS ARE RECOMMENDED ONLY. ACTUAL FOUNDATION DRAWING MUST BE APPROVED BY A NY.S. P.E. OR REGISTERED ARCHITECT. R..n.NMi wn 1.2LLP4 .Mew rvc >� Duct c,ra mom.. �., m' .H», M aiT" 1.1. iW rv0 [rP-r EXT. VALL INT. COL. 1141. PIER UJ(r� TY.G L- TING DETAIL W C 0 W , m O- ro rnw } W J F - - -- - - W W V 4 'luj - T L °J 7 1Q I— ' L°J ' IUa[I ,acn L °J NrAr 13 i ,I aw L--- 11- � TWO F .ItILY1 yW W W M R..n.NMi wn 1.2LLP4 .Mew rvc >� Duct c,ra mom.. �., m' .H», M aiT" 1.1. iW rv0 [rP-r EXT. VALL INT. COL. 1141. PIER UJ(r� TY.G L- TING DETAIL W C 0 W , m O- ro rnw } W J F - - -- - - W W V 4 'luj Q Lu I-- u.F- 0Z FRONT �D z TOP VIEW � TWO F .ItILY1 yW W W M C .1 LJ a cwt - --- ` - -- - - - -- -- - - -- - -� N ' o00 c lJ a rnu 3 BOX UNIT P.C. A ??RJVAL. LI6U p TED TQ F_r = r rsr aor ..ns w [wa xa mwrt. wra cv.KCriw ATTIC STORAGE SYSTEM NOTES . -aa r.n an x.ns n m,.c _ mawac rur ..r ..a - s ii,ro+ nmi u.< ,acs ,s a rxr um..a nan rm a®. L 0.0 r/.Sf M xMD OI [W/Y • OG�mFi[laCl[ vxFv.• snc`O"u.a11 mac x °ar.0 r A I= A ATTIC STOR4GE RAFTER SYSTEM •M�w °'° LL c"a° �•Lt. I I /� WK[iD. ]rn-m riit2ui ni•m [nrl ATTIC STORAGE RAFTER SYSTEM .�,.. ' �I: NhtilX.'.:. NN'7.�:�it1• »T•�:�:�>•1•:GNM1VY. d.R164 TR- S':CRSE RODE SYS. VOTES m a ,a ac TRANSVERSE ROOF RAFTER SYSTEM - SIDEWALL DETAIL fr- _ a-m r.n ur .ro.s a row[ ,0 H su a... w � °.�°.a u m...w• e.e ,rrrsa ro a.. crr ac u _„[�'�� no r•sr ac, .•rs a [ux •,rot VAULTED CEILING RAFTER SYSTEM CATHEDR_ L [, Lr.`x,�[,o wr co.ax„w � m a ,.[ ,.•L ...u. u„o s��\r � `�Q` ' S SIIC SI•fS.D SRO V� P\ rna L. sm cw i¢ii TRANSVERSE ROOF - ENDWALL '> -ao orxar m u �� .. nrL crr�rci�°mr -aro cn.. u me rna uaSrress a cnwa 1p �x�avrt, ma[msr HIP DETAIL I .•DID COLUMN COIN. TO [L062 ,}9 r =41— xx.. ` � .. � i ws .c...•r .m rcro CEM"I C01M. AT MME [•a..[r nry MORI =OWAL GIRDER TO =110 COLM4 C01111 VAULTED RAFTER WIND COLUI.114 DETAILS ns r v .a[usx. vo.: c ::a ow =mi mr' •i oaa,e ..w ax�ai'�.ur L `� L•<x 00 NSO CLLY.I �[ RnLL., P.E. A- "ADYAL LI3UTED TD F.:;YG� L'Ol1T PDP,TTCr! L;ti . •%l7 .3 Im 1 u�a.w °r[i u c.n�c NOTE SEE DRAWING 72 FOR ADDITIONAL STAIR MOTES. a L1[(. T MRxi .4A M( IxtWi[ 1/. to ��AnJ� UnniC T y a � a _ Mr�f .�41 .E Kf Mtaail. w rA'.tx6r ai 1[L P.G'G µ-[ t:.: itd vM $FC � 1� Z, J � z0 cu W L1j < Y' f LIMITED TO F.G;;(Gp ElJ7LT F[r'.'F(ru G.k C) 0 J 65 ,max it�t 1 /S•D. piICG a /.y w� glfs6c —irru M�W co+ mi KID �}-.• rorc.+rz. mux me f rr ua nr.x .r ry w :.• oc r/t Pr R. �n r,[• aA !d t4 .r4'S f Il P t�' AA av �ws Z4 VILE 5i12 RAEiiR 27 '.'IDE Z /12 TRUSS w°xr:°c` rrw m a< rrac ....�.[ E r R[. i xm w. woes i ,na m>. Ana Na TLC` U ets r4r at .r r ac to41. na ve• wr u a. tP rare r.- as -r ,wu 27 VIDE 5/12 RAFTER r 24 VIDE 5/12 TRUSS 24 VIDE 5/12 CATHEDRAL TRUSS a i[Crmai a Qi�.....uu.l r¢L[L[ VIM" Sp[ K n [i TO THE BEST OF MY KNOWLEDGE, BEUEF "R--T r ° PROFESSIONAL JUDGEMENT, THIS PLA IDENTICAL TO THE ORIGINAL ON FILE WITH DVALLEY FLASHIfG DETAIL AND HAS NOT BE IFIED IN ANY MAN m.w ua w i HINGED PORCH u Re+cv rneo wv+ 1 err .n .mwcR u »sno - , 27 VIDE 3/12 CATHEDRAL TRUSS IT FRAHI14G DETAILS acRrpr4 tR K Rwt 1wnrCt 10 w..2 `rrmro s+.n rm r. m c rictO1Pr uciran sr¢ P rx :®r a xn,un, ox n�ra. wPm s°w°t �[ a �K�wP wHi nowt war ,f..t e ax:i[cs [: u w coat D GABLE DETAIL P.E. k*AfIOVAL. L11417ED TO FA;; CA EVILT . •R.U' J 1355 TYP. TWO STORY CROSS SECTION NOTES. L ALL RETAILS FTG FOR 3000 PY RUN SOIL PRO PRCSSMC L GALV. METAL STRAP CORNECTIOS SHOIVN ON SHEET 62 1 R -19 OR R -24 REEI1 MSL.LATON VILL LC CLIPPED LOUIS FOR ON -SITE INSTALLATION By WMXR /DEALER XIMTALLED R -19 OR R -CA OPTA SEE, WG 10 FM SPCCIFTCATURm A. ALL INSULATION MUST HAVE A VALOR BARRIER TOVARDS HEATING SIDE S IF UNITS TO RE ERECTED IM A GRODID SMIV mw Or b PSF OR LESS NODE TRUSSES MAY BC SPACED AT LA' D.C. 6. 7/16' 16N C -D WiCRIM WITH EXTERIOR GLUE-APA OSS MAY BE USED ON ROOF rAANLG AT 16' O.C. 7/I6' 24/0 C -D I T RIER WIN EXTCRIOR GLUE- MA 'PLIYmD VITH APPROVED CLIPS OR BLOCKED EDGES MAY BE USED ON ROOF FRANC SPACING AT 24' M 7. ANY ADDITIONAL SHEIKS DETECTORS IN BASEMENT MUST BE INSTALLED PER STATE/LOCAL CODES L BASE MENT RDO2 TO BE PBOVIDCB V1TH = LIGHT L AL VENTILATION O1 -SITE I ALL OPEREMER IN BASEMENT MASMAR Y WALLS SMALL HAVE A PRECAST LBNEL TOP ON -SITE IC FOR GRADE L SPECIES Of TRY RroI AND EXTERIOR STARING STUDS SEE CALWLATIWS MAWAL IL TEIPMARY 224 DE ASHEN INSTALLED AT AV CIE. IN ALL M UBEGE WALL O'OEHGS GREATER THAN 4' -1' fM LIFTING ST T. IL z AUDIT, FLOOR =SIB REG(ORED WDCR BATH TUOS/WHORLPOOLS 11 INTERIM FINISH MASS C OR BETTER (SECTILR 71A36 MY$ WILDING COSEI 14. a PT WHCRE SINGLE NEARCAS ARE ADEBUATC FM THE LOAA JO STS SVPO!TIRG OE STMT NO REARING POTITmNS WHICH ARE PARALLEL TO THE JOISTS ARE TO BE SWBLCD AND NAILER TDGETHER WIN IW NM EQW NAILS AT 32. OZ DOJBLE JOISTS WHION ARE PACED TO ALLOW FOR RLMDING ETC. ARE TO IS BLOCKED AT 02' MAIL 15. RIO'S DESIGN D AT 3G Aq OR 60 PSF LIVE I= AS PER STATE REWIREMONTS' 16. ST6IR NANDBAAS TO BE 34' ABOVE EDGE O' NOSING I7. STAIR GUARDS TO BE INSTALLED O GC, SID= OF STAIRS (ON -SITE BY BUILDER) WARDS TD BE EITHER SOLID HALL OR MDR WITH INTERMEDIATE RAILS M BALLUSTCRS PER STATE/LOf L CODES IM 1 VB' STAIR LOSING (SECTION 71Wn -1 MYS WILDING CODE) 9. MX. VARIATION IN ¢.SIRS L TPEASS L B IN ANY RIBA OF IT`— WODNGS "USING SOTTO L TOP LANDINGS SHALL SE AS VIDE AS STAIRS KAEA®M FROM ARY PORTION O' TREAD INCLUDING LARDING TREAD MLL A BE 6'6' (7B') RUN. L - MICMCNT 6'4' N761 NW RISCRS SHALL BE B VA' MAN. 24 Ell STAIRS IN A TWO FAMILY DWELLING SHALL BE ENCLOSED BY A I—WR FIRE WTCD AS3XMRI (SCE PLAN DWG .H 2L SCE PAGE m FOR INS TURN REONREMEMS LE STAIRS 3 RISERS R MORE SALL BE PROTECTED BY A HAHDRAIL ON ONE SIDE MINURAL ALSO OCN SIDES OF STAIRS M LANDINGS IV M MOM ADDVC ADJACENT ROM L AT MDOV(S) ON STAIRS M LANDING SHALL HAVE A RAILING WITH WAR") BELOW RAILING THW - A L' SPH6RE CAN HOT PASS 23. WIDTH BETWEEN NANDIAILS M "m IL L WALL 32' MIN L 1 I/2' RUIN CLEARANCE MANMAIL TO WALL ta. M SVIND OF A DOOR RONDO O A STAIRWAY SHALL NOT OVERLAP TO' STEP. 2➢. FACTORY SHALL PROVIDE O'CNIMO Tr4V FLOOR LARTE ETMEM TO ALLOY STAIRS M CONPLr WIT, NYS 711E 2C A FIXED STAIR SMALL BE PROVIDED BETWEEN FIRST STORY L BASEMENT M CELLAR H TO CUPLY WITH NYS 7131 W rnr�iNom cocw>Hi L'— �I'. . AcArtAAra mFAIN n c� AL �AA R 1 . TYP. IN LINE SPLIT LEVEL CROSS SECTION TYP. SPLIT LEVEL CROSS SECTION LL j T a Z Lu m u. W g � L551E YA'AY'�_ _ 1h51H P.E. R ?Pn'0':AL LIXITEO TO c -�frq - MILT PEY?'fi..'f C;R •Nw ►� -: IN ■ ■ 7 1 ,t'r..I3'. z Lu W LL Lu awe 1 ;. ■ :hSY }515711 - 1�a�,-a� =n--s� TYP. IN LINE SPLIT LEVEL CROSS SECTION TYP. SPLIT LEVEL CROSS SECTION LL j T a Z Lu m u. W g � f�Ots T[M' KC r09'}�fC�Kt ui {L w P.E. R ?Pn'0':AL LIXITEO TO c -�frq (S MILT PEY?'fi..'f C;R •Nw . w Q 3 : IN Q 7 1 ,t'r..I3'. z Lu W LL Lu awe 1 ;. cc TYP. CROSS IN;OLATIOI SC.ED'OLE ' WINDOW SCHEDULE . /1S 1L Vb�:� IVr P.IKI CAFITOL WINDDVS M L V WINDOWS ANDERSEN WINDOWS SPEC'S ­EA L KS TAI B—LOGC ­TED T. i^IS PART S.aµL K UT CB W :.0 W[ CE ':It. },C r.CRw IEtIVMAIQ WALKS LISI[t Ul ­T a :ELECTIOI Q IK :JMCP!IATC r— K!rU4U+CC K¢3IRCKNI3 i+At1 K KIOLSa.'1 OI iw[ .CATY4 SISTG K 1-1 P9:1KS 1—— COOT .4 ' WINDOW SCHEDULE 0 /STYLE CAFITOL WINDDVS M L V WINDOWS ANDERSEN WINDOWS SPEC'S ­EA L KS TAI B—LOGC ­TED T. i^IS PART S.aµL K UT CB W :.0 W[ CE ':It. },C r.CRw IEtIVMAIQ WALKS LISI[t Ul ­T a :ELECTIOI Q IK :JMCP!IATC r— K!rU4U+CC K¢3IRCKNI3 i+At1 K KIOLSa.'1 OI iw[ .CATY4 SISTG K 1-1 P9:1KS 1—— COOT .4 _ . ®/ 0l 1� DSl.ma. �ir� 0 S.E 4I.IC0lTI 6 iK CY¢Ii1! rLQJR .. m ]I•L T 4 ¢a+ itEL �' �I1 L ALL G W AA [AVRP[ 0.[+ rrr cy.1AIM CIEI 1 +qcw A!C AATIR �•lL K K]I[C1C3 BY A \':.r0i !C1MIC! L¢Gi[B f3• iK '.-El TM IT. W I. 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A ?2 =J':nL -art LIMITED TD F: :�fL -; �nAA. c.[. "win nE a�mP E` I'T Pc,, G:;! c� �• rn. tern. vA°Rp.A an:L¢ v FARO L, p`,r O� �K�ol i¢tis•LrrrMlm '�XiT S LriS q G #O PANCLIZER SHED +DORMER INSTALLATIOII FROCEDIES n A u +, es Fy r[OS rut[ —U. AAA r LL.T LL „4 HC J; ✓r� m w '' iewE:A)[si r�einwl we 4 ¢.ru !�':,,'.+•�' Lu tin awR4c — .ITl.eaw Rlw cA¢na x[r . � f u° I � r)+c .. -.AU ru.arer ¢A4[I`i Ai . nn a ¢,ra -urine /i . �,.,- F � • ,o enc s i : [m=fil­ n Anrc -1E. All .t ♦ Ix"`u".riL �i®:cf'� .ALL a ra tr ¢nR4 .nn1: iP� i. F �, tla ttA•mr vALL IIKA P Ma[ ro .. acwa a tw[ ME= n IQO I, p NC[ �r ¢CMY[M LM1. 11 pAl 31m'�L= Kturf 0 S Tttv31Kl M WINRP ¢rll.e .e s13 Al A3 .0.WALT,H.3° A° tp I. iIKL M W[t MSCgL, .r¢ ,:iw -172uCAPE W /SHED DORM E'R''I .RO -SECTION r.M t•RPo-+i s[PP �.npa3c n.:wr nc I. Li —ALL W­11.104 RSU.nw uc Rtraiw ,. SAC ,w ILroG — inn, n[[!. r[wn,p .CAroa EEB "6 -22 -90 $AS -. -93 %.,3 - Cr 3>h I i nF p'T rr J J J Src cr.. re rrastvrra rw (.irse ____________ novtso w-i5tt rr rwme ``��i r SOLID IL G. I LID ➢E S,,,Er t nc5rx�•c u rr w oc5 t SII I' FIRESTOPPING REQUIRED AT TUB L SHOVER DRAIN PENETRATIONS INTO FIRE RATED FLR /CLG ASSEMBLY (FIRESTOPPING INSTALLED OH- SITE BY BUILDER WACCESS THRU 1ST FLOOR CLG.) r� sK tc am u KA xn tOSK rirlitVN VS(x4 SMC rEl.@ SIA9rt /� �mi -uts wsiai(e5 RETURN A[R PLENUI-1 (T-:D STOW, MOBEL) SEE NOTES DRAWING 49 ..R[ russtv.nc � 4,(., q Q,a2 -RETURN PLEMUr������ (SINGLE STORY NOBEL) Q � pQ' O O P.E. APPROVAL. (7� LIM17ED TO F.;w TL; EU)LT PCPt -fj.; .l;iT Az OO�d F i raa nil s(• Y� r•n• � O�Ot [04E1 tRl� En.r oc a,m Yr onY. trufaurRa:K. =roar _ r r, �;�•"„` m Wit. �w Ke-t�i i2 Mf STt2 • LL• OG t-ni: s•Iro u (2xu aarn o-cx. TM n.rc asn om•tE amt a.roa[,n sT. 5 i s uniru� oc. iv,s wrn W VVZID � ��lY 'NM1CR vw1 SVSr[�r SE ai(s arrir rran I :W Ir,D E IY OL :tc rc,� :oc =•, 2 alp fvmnES o.a � Tna O+.R s.sxrww • nArz � r ro.c rr.c t �yY `S.r�COIr[t lW+ ,. emret.r.e arr srz °= v'aiYaisic ,o+,ra•t sr,re last: c =? Nrv•c2 i `�TL not n.+ .nwo-r -rtmr - s =� stn! f u• ac n sunoa ++xr a va nc mr -Irro exe (Farm rcwn aexu cE.rzf +•+I rots [Lm1 tnarCra nau.tTOr nt[ri[ Ii •nvR Y¢Un vaLL+,t MILLAi[I w MSLL•rlal M -fIR t/ Lnm oe Onplal RrE \nA•nw I/ wrmr•ciuu a Nsor[wr vLLL •M wl IMWlO d qaK SNt2 In+,Wlmrl an ¢[ HE n rP REaA[+Oai GABLE END WALL DESCRIPTIONS vR• n -n nm¢ nn cvntlowr u • ,w z,o+. won. a wA+s nto m•as ,wr w os.1 aaA„oe m rw sorer w¢Es vKE eruR str sna a•¢ u• oe ann sav¢•nma - naK,nw urea+ rx .rs tr sru ct,1[ fa• ec am aa• ne arm ca.ve(ve remmroeRrs �.(ASVnuxTmr yr Y•ra Iuw¢+ ' era � tw/E arm e ii• oc. nu> triu eriv n"IC � re,nw Ir•nra. vo`rsn. cn¢ nmrrAt tuL Ir9A•nDl wn ��i ea/�srm errvauoa: N.t `s T taY Q (/) q Q x Z U- C) z m z.o nm/ 'c Lij v�Xt�tIU. ST,wtttSr / r— V � C` ' t r�ry .v o<rrrzm a¢or "snf ir`¢raE6 LL w rx ..an Ee iJ .4M +R Pe✓if.P a0z LL J LLJ ,� Jz 1°- nr� � c.e rrau. < nr� c•: erne (n`nu rz r'i r ac s,.ez, v :ernacirz P. =. APPROVAL LIS(1TED TC' F.cC (y; Kkl S UNS v, ac I =95' 19 ONE HOUR FIRE SEPARATION WALL DESIGN NUMBER - U340 STC RATING - 49 al"awsaiu�i v°:•ru`w �a °1.°:" i°tc as sMa,Nrc m• ll.c nrn ONE HOUR FIRE TWO -ONE HOUR FIRE SEPARATION WALL SEPARATION WALL DESIGN NUMBER - U341 DESIGN MJMBER - (2) LP3510 STC RATING - 46 SIC RATING - (2) 35 SHOWN V/ VERTICAL OFFSET a ��a.°SO avm•at r[+w, u E v.u'a .i : iRVUip SHOWN V/ VERTICAL OFFSET ALL °u a..nz oar rrrr to ac•rN.o 1 ,..P, axuw wm.c � •� 'E+:+'•t� niLUa :ai yr c•r. aA� PS D F I{"I ` I , ' Vr cn. ZERO LOT LINE WALL NEW YORK STATE ONLY DESIGN - N.Y.S.D.KC.R. STC RATING - (2) 35 (ESTIMATED) SHOWN W/ VERTICAL OFFSET •mr ¢lua "•1 '�� "a`:+.. n.:.9 vnNrut ExcrK[ siEKrw +"r K o ru ,.c r. n.rtt >.va I«na r m cairn• :, un aLwEn m nru ­,;a. Dui icc O'ra�-., / �a�,'�ir,",.� a• r m :r rte.. F M1t aK•,.N• .• , Ku°ocnt • •rN I � fln .T•,.. . nc DONTAR GYPSUM INC. - TYPE 5 m. UNITED STATES GYP. CO. - TYPE C IP -X2 �,K •T t✓acw n m clot., TYPICAL NOTES I1 1 u u�a4 ;�� •r aces ^''" DESIGN IlUkEER - L539 umK: conv'w - U , aw¢c l4rn z M1oa INK: - -,orr ¢ mn \ ..r - ;;� wv .ro.a Lz• n... to i:r[ •z cnan j a� n.r. ,t � - I 1 ,n � l r N. °n. m 3nu r�2pvl \ i:6 •°c'at2 �pq C[[ wa[a °t .utlrL /riNr...L[ I Pr,rn. n..a M1t ,Kwr .:•ix wa. : nc war I wa.ow. awx.on v I HR. FIRE SEPARATION SEPARATION WALL DESIGN - U344 SHOWN AS HOUSE /GARAGE SEPARATION m xwnoc � tu ;i I. .ra r e.r. ten Vr en. to w rcs .caa °in. yuat a•xn na r c.r. aw ncsrrtc �aM1•nis m anrs n` /ar � Kwc t • . na nn.c wn N� r4bta � �MOC�CC�°• L�• m . vC,flr� ` rarer 6•ifD ..ylµ� ie. �ia`m`a.•na xi K:m 1° t � • t I.s,z.rm. sQ tzai10sscm� lu V•lo aaL�cr .i•i°•�� wnr..m, "`vr`!vi = zz4 n.:,,u: ,r oc �.li "d ¢wsracrm. me cnsw .ramww <rrv..u,N.a .� „um fM ¢LCK.C.I _ rau rK a•x< an• rva •r cnw vrLL , _ ar. s¢ nu w w Vii• own i i� srn°L. aiOUMC L:'rtm+ir ,K.:c •retina'; ai•�= .Kr• 1 ui[..,..:c .LE ° iiS'�gara �K a.. t � K•;> ,n•� ar.• lP ..aNr OC '9 of A [• w[. aOrtr[a ••llm.nn wain `� ire °n.nerl''ze°,.mcIt rs°e,,'"ir°wemrrmoas `�wviza:as' Z uj t M :3 r a w fn Lu j Lu i—LOT LiIdE ~ 12 ? a t lu 8 Vr Na cn. am �uri•N z 0 & nmacr[iww"tE`p1.c.•,: r ,r .,. na . rnr. tm rcL. �' ui -s Aj - a rj G' A34= .a to AM i o? L #= OT-1 a ..11 - m� I NEW YORK ZERD -LDT -LINE NOTES ET V.E. AP27.JT'AL a rE •z�nm ,u.[ Enron craw tRw W W 9 < LIMITED TD r, •u r` so ro s.i +r. r r a v ror...on Net a,+r � F- z ° YawoNmgiN w,n EV)LT PC�'fi::T _g jO ' OF N o z o (E fw W - x+a .)Iris '�P i� W • aE s u0 2 y —a m am.ara i < aa u rwt lnm r a w„a L y s K i Lw - [KK uc K.w m t w a m w U4 n K m F _- e ,✓A'M � F- 0- L SECTION A -a r Q L.u.rxe h 6 y - 2 v,w tram au nx� m un auc •um -[m +wc s*.0 ••.c • [°r..°o �•. n c^ F;� ''. LI C- :'. m LU �n.6M uY Y o iG aNInn Rt .nrWr orS, Maiwll aR n:rOtY. w.Nl K rtM[0 , m W urea o evras, s.NL ¢ a,NZxan •[ /i w °r�rwNtlyr 7 Pa 4xt 1, 7 r0 aw0: t 11 Ua 'LVl K'�wl u�or, m.res ..n: I ((� ra twno ° :,Im t i..uc°i4n.°r°"L.-'• 64�riaz �• %wi o ,Nls z o4 uar a+., a v[• m.+ l.' +r - � � � K1L4w.,G IL�nI¢[+[nY R�+Hl Zrn: , :A P t Lr 184 •• � Kyi In4 e � nwc,u : uru•�awcra w.z:. ro ,.ar �\ r ` _ rr f rr ,r I g'uOML GYPSUM WALLBDAU2D USED `:lira WALL DESIGN NUMBER U340 vnNrut ExcrK[ siEKrw +"r K o ru ,.c r. n.rtt >.va I«na r m cairn• :, un aLwEn m nru ­,;a. Dui icc O'ra�-., CANKDIAN GYP. CO. - TYPES C .• , Ku°ocnt CELOTEX CORP. - TYPE FP.P . nc DONTAR GYPSUM INC. - TYPE 5 m. UNITED STATES GYP. CO. - TYPE C IP -X2 �,K •T t✓acw n m clot., TYPICAL NOTES a r r Rn a msr °o .�nnPaa+rE` a ax:,ro mr,.K ,rz.�sMpolo z0°w� I HOUR FLR /CLG ASSEI-IELY ar ac m., Ve waru ut aw� r°rouwr�l DESIGN IlUkEER - L539 umK: conv'w z ev m i „so w paaa v meKn ua,vca wet ,a, .rwwr.+wiuc vw STC RAT IIaG - 46 mniria •iw amn m+oro +PO•,f ta✓vcct GYPSUM VALLBD USED W/ FLR /CLG ASSEHTLY la L539 TIM I ��� ! I t6RL b0.M [[ • •pl tPlrGt �[ ra A . t - RP,a:' as :K...:a; .i �KSpR a ?_ SINGLE STORY FRONT ELEVATION SINGLE STORY SIDE ELE':ATIO14 (� (%y Q Ce ,x o+:?c rm IoiaoicR wici'sec[i. ,.c LU ul Ua a[paz v$ • w i+�tl`a-vi/:: a.�iw`rtcoslln�:c`amurm+ min � }" r n imnsin n'c: [imp .'�.r rr�+o•I r•c w I,IrI( Ix, uw s X � c sock 4..22 z o O3 xr,rc•co W Ira p1r wr �r , I 00 1DOZ uj co ' +i fr Cf1!h; I�te9pg3E �' • g 3 TJ 2" .. � ,!7 : y 4j E� ;C } ca �. Y S' ' TWO STORY FRONT ELEVATION (" Z TWO STORY SIDE ELF. +ATION • na:` r° vW «RSpuR1 a`.i�[cMR ic�M "i0.. p IE � �ryR . s• ° np '�, "Y rs aia .nwlo o ���' A {d�3 •" : v p�cic�r „(� +r P.E. A ?PPC'/AL. "AmIffl%vt LIH17E0 70 F.; �fi. ii Inmc is 'ml . ] INS cl,® A C? tvp S,[YtY ­Y R -2 MCVATI _ .0 m.c mc,u PROJECTING ELE I .1Y 5e`DTAIL ' SEE PAGE 6 FOR PLAN VIEW AND ADDITIOIAL IIGIES e•,o >r'R w RBB 11 -1 -90 u 3 -2 -93 7.5 _ELI • • I' FOR ROOF FRAMING DETAILS AND ROOF TYPES SEE APPLICAELE STANDARD BUILDING CROSS SECTION DRAWINGS 2.8 CONT. PLATE 7 1/4' BARRIER PLA- -E 7 /1e' OSB SHEATHING EXT SIDING - 1 I1/16' AIR SPACE - 2 RIGID HIGH 'R' INS(A -- 1/2' HIGH 'R' INSUL I/2' HIGH 'R' IN x8 CONT. PLATE —7 1/4' BARRIER PLATE 2. HEADER 1/2' DRYWALL (SEE HDP.. SCHEDJ 2 RIGID HIGH 'R' INSUL. /2' THK. HIGH 'R' GASKET 7/16' OSB SMCATn7 1/2' WIG" 'R' 111SUL TYPICAL HEADER SECTION e' THK. HI 'R' GASKET c :o 9/16' AIR ACE '2' THK. HI 'R' GASKET NOTE, FOR FLR FRAMIIIG AND INSUL NOTES AND DETAILS SEE APPLICABLE STANDARD BUILDING CROSS SECTION DRAWINGS TYPICAL WALL SECTI014 1 11/16- AIR SPACE . 1 7/16' OSB SHEATHIN 7 1/4' BARRIER STUDS e2 a' ac 2 RIGID HIGH 'R' INSUL 1/2' HIGH 'R' 114SIA x4 NAILER/ 3 9/16' AIR SPAC 1/2' INK. HIGH 'R' GASKET 1 11/16' AIR SPACE 3 9/16' AIR SPACE 7/16' DSB SHEATHIN 2 RIGID HIGH 'R' INSUL 1/2' DRY'.'ALL TYPICAL CORNER DETAIL PLAN VIEW I 1/2 HIGH 'R' INSUL 7 1/4 BARRIER PLATE 7/16 OSB SHEATH 1/2 TMK. HIGH 'R' GASKET 2 RIGID MIGH 'R' IIISUL. 1/2 DRY VALL TYPICAL SILL SECTION 7/16' USE SIEATHIN 1 11/16' AR SPAC 2 RIGID HIGH 'R' INSUL. 7 1/4' BARRIER STUDS x8 JAMB HIGH 'R' IIISUL ]/2' 1HK. HIGH 'R' GASKET 3 9/16' AIR SPACE I/2' DRYWALL TYPICAL JA14B DETAIL PLAN VIEW 1 I1/16 AIR SPACE 7 1/4' BARRIER STUDS 2 RIGID HIGH 'R' INSI.L.� e 24' O.C. 7/16 OSB SHEATHING 3 9/16 AIR SPACE 1/2' DRYWALL 1/2 TMK. HIGH 'R' GASKET 7 1/4' BARRIER STUDS BOTH SIDES TYPICAL STUD DETAIL PLAN VIEW N cc ce U- < =n-hi mfnS7- = w LLI F., J 11 Z Z O 0 W J W ZF Q C) g a LLJ U O W THERMAL TRANSMITTANCE Q Q m IN ACCORDANCE WITH 'AMA 1503.1 - L LL�� ' '�, 1980 A14D BASIC REQUIREMENTS OF S S. Z THERMAL TRANSMITTANCE' I o. P.E. DUE TO CONDUCTION V/15 MPH. AP ?ROt'AL -- EXT WI N0 (UCh 0.030 BTU /HR -SF-F LIHlTED TO ; FL b. EXT VINCD CALCULATEDN MPH 0.030 BTU /HR -SFi EyJliT 3 ,1 ��.�FC OE c. SYSTEM 'R' VALUE- 33A TEST REPORT NCI, 14CTL -110- 2876 -1 AIR INFILTRATION IN ACCORDANCE ASIA E 283 -84 NDM. SAMPLE AREA (4'x8') 32 SF TEST PRESSURE TOTAL CFM/SF ' (.20) MPH (CFM) 003 7.9 (0.01 (001 0.05 102 0.01 (0.01 010 14.4 0.01 (0201 015 17.7 6.02 (0201, 020 20.4 645 <ODB 025 22.8 0.10 (041 030 254 0.01 (0201 TEST REPORT NO, ATI- 7065 -2 ROOM PROJECTION FLR PLAN ROOM PROJECTION ELECT. t wEATIIIG (1ST L 214D STORY) (IST L 2ND STORY) ttc R+c zt w[ ss ra nRa M.w ror[x :¢ 0.4 u t•t .a w rw csLCrpc•L ttc sv4 tr roe ttss< t vwmv auaxa Awn ..wtec rom •s r.oxcrtax sc[. xtc•as .� scc vtu ouc•sL waanowm., .Mro umtx m, ao4*mR m `ma R>HS s.N.L ...t xr.rwL Lrrwr ROOF SLOPC Ntrai vurarrmiLry w �� si:¢ :w. f6�n snxaaz vrz aooaiti rr� anus Ate ror sus rwN .x tr r.4 nmr wu t �CRDFS SCCT. 1 It L--,t t � I MULTIPLE ROOM 25 FLAT101! ELECT t O ` HL'LTIPIE ROOM MPROJECTIQJ FLR FLAt! HEATING L:-IJ �l/LTIPLE ROOM PROJCC- O'! FL. °. PL%.!! ( ST STORY OF 2 -STORY OR SINGLE STORY) ( 1ST STORY OF 2 -STOP/ OR SIIJGLE STCR'r) ti/{ ItD STORY OE 2 -Si WRY) tt[ P +4 N t ft ra rLA.Lw NJRf ! tt[ F +[ 6 tat wC tU ra a[crnrx p' • az rIIt Ra 0.., fL[ r.4 Y ra t[>A t �Ra4v ac.(nus w[ .Cwrpc roro R[ ? -y, �_6 ra aw s �nm. - -Ls MULTIPLE PFOJECTION FLR PLAN NOTES sJ:[ tx�GaA[s, .art tti .iu [ r�Nma�.U, �.i ,N ro •rrnalK �i a s/•[[s rM1l K rmiv � tsa VPnoxcnt& scant vuL acrtn, rtr.tL sww tl gym...: MULTIPLE PROJECTION ELECT. L HEATING PLAT! C 2111) STORY CF 2-ST ORri � �c�n.btrorts [ Ha [a alxlelNl MTAn S !03 f1 MR OF 6 TWO STORY 1"(FICAl FLOUR EFAMING DETP'L- TypTrAj mi u45 ER 114" nFlAl' s rpg 5/12 TOgg )?/I? RAFTER 51GIL0 12' WIDE IR MORE ':10TH It, vlC£ OR cr ce 0 Z Ui :r z U. z w :3 M U) ui LLj Z z z L E o Lu Q "T LU Z 0 p a C) D Fr 0 Z 5 LLI LU w F— co Z 0 P.E. APPROVAL. ;� co 0 0 WTED To W U, Z OF NEEy m U) ui LLJ C) LZ JEJ E2 o w cr Z a: OR a- TYPICAL FRAMI!f.(,t,q�T_ ILS c ac Ma OAS I'll 7-2-92 8.4 1 :J N l 2 z a L w -J..M CL °p �Wa LSi J tJJ wa - .. �. t" _. �... —?� C7 Z5 iE . - ts. r m La -mu�� ro .... _. Ffl V., ca .rs� i:4 e�� fn rws �k`k kv rz.¢.cn k.T IflA, jil UtLr r f.n w. rra �i.am f.nuo r.n n..a mMe ♦k =_ i #�; dbo No, P.�. A ?: JVAL. .eax LIMITED TO F.4; rp _ ..w..f....0 ••" -.,... .mm WILT PC .R'flj^'_C;IL• �EQFN�� uca.rzn, r.m. �V 6� F NOTES �•• •:' es4 w 1. THIS MODEL IS SHOWN TYPICAL AS TWO STORYi NAY ALSO BE A SINGLE STORY 2. TNIS Mo ALSO SNOVN AS RAFTER SYSTEM FOR TRANSVERSE ROOF DETAILS SEE PAGE 112 3. THIS MODEL IS SHOV14 TYPICAL AS BASEMENT, NAY ALSO BE A CRAWL SPACE 4. SEE SHEET 10- SPECIFICATIONS- INSULATION SCHEDULE FOR N.Y.S. ENVELOPE REOUIREMENTS S. FOR TYPICAL NOTES ID FLOOR PLAN SEE PAGES 3.1 AND 32 F 6. FOR FASTENING SCHEDULE OF THIS UNIT. SEE CALCULATIONS MAIIUN- SECTION 30 7. THIS MODEL IS TYPICALLY A TWO STORY OR SINGLE STORY, SEE PLANS AND DETAILS / �l THAT PERTAIN TO THESE MODELS N L' 3 BOX CR °1' =� � N _-7.7 ' f 0 AS 6 -30 -92 zw 3 -2 -95 7/16' DEB SHEATHING APA RATED 154 FELT- 2350 ASPHALT INSULATION RETAI 1' MIN AIR SPACE - 2' MIN (MASSJ PRE FINISHED ALUK DRIP AND FASCIA PRE - MANUFACTURED TRUSSES AT 16. OR 24. O.C. —I /2 GYP. BD. 2x6 OR 2x4 SPF STUD t' /Y POR IiARR1ER (STO> COl4T. 2.6 FASCIA BOAP.D 2 ( DBL TOP PLATE (NY) EE PAGE 10 FOR REGUIREME14TS V MIN. AIR (HA 2') AIR FLO' 24 WIDE OVER 24 WIDE )WG 10 FOR REQUIREMENTS tl2 2 16' O.C. V MIN. AIR (MA 2') SEE ABOVE FOR NOTES AIR FLO' 2350 ASPHALT 5EE TYPIG:L SELTIOIJ FOR 1:9TES NOT SHOWN 2x6 SPF STUDS AT 16' O.C. (STD) 2x6 SFF STUDS AT 24' O.C. (OPT) 2.4 SPF A2 AT 16' O.C. (OPT) 7/16' CS6 SHE 7/16' OSB SMEATHII4G A.P.A. RATED A.P.A. RATED F.G. INSULATION 2350 CLASS 'C' ': /VAPOR BARRIER (STD) 2350 CLASS ASPHALT SHIIGLES DIY) SEE PAGE 10 FOR REWIRCMEIlTS ASPHALT SHINGLES 2.4 SPF STUD 2.4 SPF ST PC'S AT 16' QC. _ PC'S AT 16' 24 '.`!)E OVER 28 `BIDE `2x10 BLK'G BETWEEN JOISTS FLASHING TO EXTEND 6' EA. WAY UNDER SIDIIIG OF DORMER L UNDER PAIN ROOF SHINGLES 2X6 SPF N2 RIDGE AS C' 150 FELT BEAM 41 ES� 0)_ Q cd (4SPF02 R. RS Z = Z z UJ 0 U. DBL 2X4 OR 2X6 TOP PLATES (n 3 } 2 OR 3 2X6SPF42 HEADER LLLLLLJJJ W (NY) SEE DWG 10 FOR REWIREMEI� = E-'Z L' Z. SEE TYPICAL SECTION Z.Q W FOR NOTES 1407 SHOWN li.l.'J LL a ga x 3 .: 'U^J ''Znn 0 _ V V 0 Lu n2.1. SPF STUDS AT 16' D.0 tSTD Q m 2x6 SPF STUDS AT 24' O.C. (OPTU 2x4 SPF 42 AT 16' O.C. (CPT) ` F.G. INSULATION y_ VJ O Q Z W /VAPOR BARRIER (STD> 0 J (NY) SEE PAGE 10 FOR REOUIREM � Q (n W w U Q UD D.C. O Z Q LLI _ =2x10 BLK'G CL LETVEE14 'JOISTS ><�� SECTION DETAIL 2 FLASHING TO EXTEND 6' ALL FLASHONO EA. WAY UNDER SID114G OF MATERIAL I DORMER L UNDER MAIN ROOF I BE 019' 12' SHINGLES i i P.E. A ? FR OVAL. LI.417ED TO F.<D'frl' L'UILT PESTIC!T.O;R 'xi; 5 IN5 j I FLASHING TO EXTEND 6' ' EA. WAY UNDER SIDING OF DORMER L UNDER MAIN R'OF J•+•)�4�' �: SHINGLES // •`+• WIREMENTS(+ •Y3Yj .' DORMER FLASHING DETAIL 12I \—CO11T 2x4 SPF STUD PLATE 2.6 SPF STUDS AT 16' D.C.(STD) 2350 CLASS 'C' 2x6 SPF STUDS AT 24' O.0 (WT) ASPHALT SHINGLES 2x4 SPF N2 AT 16' O.C. (OPT) 2.4 LATERAL BRACE 150 FELT lie' GYP. BD. ° _ tc FC. !HFULAT"': 7/16. OSH SHEATHING - I ' % /:'A =GR i -F.= �R (STD) •!D A.P.A RATED I'. (11 SEE FADE FOR SEO.rI k E P.ENTS n 2x4 SPF STUD O CONT. 2x3 SPF SiVO PLATE AT 16' O.C. RAFTERS r F.G. 114SVLATIGN (NY> SEE PAGE 10 FOR REQUIREMENTS 1' Hill AIR SPACE 2x6 OR 2.4 SPF STUD BOTTOM PLATE 2' MIr4 (MASS.) 19/32' EIS.? UNLERLAYMENT 2x10 HLK'G 2x10 SFF 02 FLOOR JOISTS AT Ib' O.C. STAGGERED PRE FINISHED ALUM. DRI AIR FLOW 2,E LEDGER WHEN 2.4 EXT.': ALLS CONT. ALUM. SCREEN VE14T DEL 2x12 SPF p2 b' II' TO E 2,6 SPF 02 CEILING JOISTS AT 16• QC. PERIMETERS F.G. 114SU! ATION I!2' GYP. BD. ° 4/4 VINYL SIDING <S1D> 5 /B' Tl -Il SIDING (OPT) W /VAPOR BARRIER (STD) (14Y) SEE PAGE 10 FOR REQUIREMENTS 7/16' OSB SHEATHING o0 2x6 OR 2.4 SPF STUD F.P.A. RATED DBL TOP PLATE ° 1/2' GYP. ED. 4 2x6 SPF STUBS AT 16' O.C. (STD) 2x6 SPF STUDS AT 24' O.C. IGFI) 2x4 SPF 42 AT 16' D.C. (OPT) n 13 =4' TO FL TYPICAL GAMBREL ROOF SECTION V MIN. AIR (HA 2') AIR FLO' 24 WIDE OVER 24 WIDE )WG 10 FOR REQUIREMENTS tl2 2 16' O.C. V MIN. AIR (MA 2') SEE ABOVE FOR NOTES AIR FLO' 2350 ASPHALT 5EE TYPIG:L SELTIOIJ FOR 1:9TES NOT SHOWN 2x6 SPF STUDS AT 16' O.C. (STD) 2x6 SFF STUDS AT 24' O.C. (OPT) 2.4 SPF A2 AT 16' O.C. (OPT) 7/16' CS6 SHE 7/16' OSB SMEATHII4G A.P.A. RATED A.P.A. RATED F.G. INSULATION 2350 CLASS 'C' ': /VAPOR BARRIER (STD) 2350 CLASS ASPHALT SHIIGLES DIY) SEE PAGE 10 FOR REWIRCMEIlTS ASPHALT SHINGLES 2.4 SPF STUD 2.4 SPF ST PC'S AT 16' QC. _ PC'S AT 16' 24 '.`!)E OVER 28 `BIDE `2x10 BLK'G BETWEEN JOISTS FLASHING TO EXTEND 6' EA. WAY UNDER SIDIIIG OF DORMER L UNDER PAIN ROOF SHINGLES 2X6 SPF N2 RIDGE AS C' 150 FELT BEAM 41 ES� 0)_ Q cd (4SPF02 R. RS Z = Z z UJ 0 U. DBL 2X4 OR 2X6 TOP PLATES (n 3 } 2 OR 3 2X6SPF42 HEADER LLLLLLJJJ W (NY) SEE DWG 10 FOR REWIREMEI� = E-'Z L' Z. SEE TYPICAL SECTION Z.Q W FOR NOTES 1407 SHOWN li.l.'J LL a ga x 3 .: 'U^J ''Znn 0 _ V V 0 Lu n2.1. SPF STUDS AT 16' D.0 tSTD Q m 2x6 SPF STUDS AT 24' O.C. (OPTU 2x4 SPF 42 AT 16' O.C. (CPT) ` F.G. INSULATION y_ VJ O Q Z W /VAPOR BARRIER (STD> 0 J (NY) SEE PAGE 10 FOR REOUIREM � Q (n W w U Q UD D.C. O Z Q LLI _ =2x10 BLK'G CL LETVEE14 'JOISTS ><�� SECTION DETAIL 2 FLASHING TO EXTEND 6' ALL FLASHONO EA. WAY UNDER SID114G OF MATERIAL I DORMER L UNDER MAIN ROOF I BE 019' 12' SHINGLES i i P.E. A ? FR OVAL. LI.417ED TO F.<D'frl' L'UILT PESTIC!T.O;R 'xi; 5 IN5 j I FLASHING TO EXTEND 6' ' EA. WAY UNDER SIDING OF DORMER L UNDER MAIN R'OF J•+•)�4�' �: SHINGLES // •`+• WIREMENTS(+ •Y3Yj .' DORMER FLASHING DETAIL O DETAIL '� m Ira: m Fri m �i EXT. WALL STD. TRUSS DETAIL 'B' O `J — =1 TYP. BASEMENT WALL DETAIL 'E' DETAIL 'F' STD. 8 CATH. ROOF ERG. & MATING LINE DETAILS I di'i'i'i'i'i'i�i'i'� ,!�U,'di'i ►di'i'i'i4'i4 1111 0 ' Q 0 =Mni�� DETAIL '6' MITE, SEE SHEET 8.2 FOR EXPLAIIATIOUS Qi ILITES :E FOUNDATION WALL CRAWL SPACE FOUNDATION PIER DETAIL 'D' DETAIL 'H' BI -LEVEL OR SPLIT OVERHANG BI -LEVEL ENTRY WALL TYP. GABEL END OVERHANG DETAIL 'I' (MASO"Y VALL) DETAIL 'K' DETAIL 'M' BI -LEVEL ENTRY DETAIL 'L' P.Z. A.- PAO':AL LI)DTED TO EVILT FT'- -V .T pn, MJ.i . ) IAS SFP 1 LLJ =aid ►, 'Z ---. zO-0 �.a T wza Cry :a O C � � r7 u w, < !- >-z X37 u. C> LZ t7: STANDARD OVERHANG DETAIL IwE[R R Fitt ru sa: r. TYPICAL FLDOR FRAMI:iG n.[stlr a.[w m E- r rwtNw wtt UI_ �Y CMIMHEY PENETRATION DETAIL SECOND FLOOR M�TUEG LINE I s 'fl m kill' —� 1 II ,SECOND FLOOR OVERHANG Doan v wOFi ZKD FLOOR IK;E.,CECTiON DETAIL ttrKl ,• wlt. a c ,C9JO1c.[c.[�'�: *t�oc• +wuva rC[n Tt -rOVIY eX,CR BILEVEL KNEE ' /ALL O.M. TWO STORY 2ND FLR OVERHANG vru u( tnu VL tr1 . EL w V wt nC [n MARRIAGE WALL OPENING DETAIL aw.t ,xanwn sr Iw ,mf([ tf ttr ROOF ANCHORAGE TO MATING WALL TWO STORY FIRST FLOOR i CLG. A14CHURAGE TO DRG. WALL OPT. TRUSS TO `/ALL ANCHORAGE - lamrrocs -v.is wsirausa =sx,v mr. [ a. vii snn [ r• nc on (a. +wr. a[( i.c In .Clot. shamµ rmt tact a T-1 'w"a'iot folnoKKrs s'a uina.rroe tv �i a°im emt v ,: m ! sane •: la,t .z v/ t»e.rt1 tc«r Ixr not .�i:� (! 3Y to NR 41M RT -::,Cl f¢ i . /- a rliOKaKi t0.(Si O n.v4[! i �°u�La� f�i,cuiun <. a mtwe o+-strz &'9=1 s-ET lanz t�l .r r 1>< ms a Ir]�cc1 .n�nr ,mss sera axC Ir i. Ltz lartwm (ttaR eir-aa w. [oeu z•. a. Let(• Il< �n t([ Itlrt( . w mr loliccea a • .(Qe [o+rzinece['mOC.o,r1l�l. �s>(itRUttR Igars . u• ac -La srr.x rw x. v,cL nW,[t at mll 06] tqi Rr•t Iw r .lZ IOmi V%C1A01Y� 9KU6 lt(r,t Jmsrs ®r•L ,0 +.,W iQ[ .t +tlNTtot ti R[L] vN aM Z ILm.( .aI3rS V/ OIIC[f Sir2[® Y KW la. RlLLw1iW 4,�a ID Mirt[l[1 tthCw ,tYm(i ry +tRatR V /R¢[S •n0 .tl ,[2 .r�'y1,4ilCIRS 3Te wCe V/f 1 .1 c- .[ E -a,L ;n � L.f �f . ai ` .rzz x rK mrm , ••� m.-u s a ; gas r m.-s Ix nr. nclrc .aR v [.sc ...u.[ ra .i,.aR.l•,t of TT. o° • ,- usecl r ws n muwttvrn (•e es cs= sri.`t:e a([ M[ +Iw .a[i [w. inV o. LRGw Ms 00<srn ,�so`!`ttv L,wt:s[f m ui'.v.uu .a iii w true w.0 w u <srm a.• nc mn a�[f RaM.G T,iR Q npEe•[ MK[n' v n rw ILT LucfaKaZ+ � t W COrtCR o r - I u rlL,. .tiwn . a ..o.pcnV.:IL o.ta mlt n i I i —c vluw tme wltN TYPICAL EXTERIOR. WALL FRAMING -DOORS AND VINDUWS zo[ � � v t � actamr m +n rc �.,1 :rla .ome4o trim a 1 -r ac +r. r.ua �. Imc. ran :Q •" . wv( v w.a wr . La stun. a. sw Inw !tw [ncs w(,. u m Ir ev srlm, oa ar.e AL T PDP.'f1;%6 6 ec ; '%1i .3 IN5 TYPICAL SECTIONS:, & - ET At5 ^'Y;'•.;.: RED 6 -22 +f0 `� o 1919 $ • 2 .' (6 Q!' hattf ar .t cc GC IN.Ci t,C6 SrRYf U .ly = STD. CXT. WALL TO FLR ANCHAP W rz .tt,i,. W LU LL zoo vii �. W Z 0 e watt l W i �YSt �_ W LU gill i.W mnT z C) 0 Lu z i F �. s TRUSS TO WALL ANCHORAGE aor im M•s! 7 N .. I .. v n rw ILT LucfaKaZ+ � t W COrtCR o r - I u rlL,. .tiwn . a ..o.pcnV.:IL o.ta mlt n i I i —c vluw tme wltN TYPICAL EXTERIOR. WALL FRAMING -DOORS AND VINDUWS zo[ � � v t � actamr m +n rc �.,1 :rla .ome4o trim a 1 -r ac +r. r.ua �. Imc. ran :Q •" . wv( v w.a wr . La stun. a. sw Inw !tw [ncs w(,. u m Ir ev srlm, oa ar.e AL T PDP.'f1;%6 6 ec ; '%1i .3 IN5 TYPICAL SECTIONS:, & - ET At5 ^'Y;'•.;.: RED 6 -22 +f0 `� o 1919 $ • 2 .' t 0 K E R FOLEY Health Director MEMO LORETTA MOLINARI RN., M.S.N. Associate Public Health Director Director of Patient Services DEPARTMENT OF HEALTH 1 Geneva Road Brewster, New' York 10509 Environmental Health (914) 278 - 6130 .Fax (914) 278 - 7921 Nursing Services (914)278-6558 Fax (914) 278 - 6085 Early Intervention (914) 278 - 6014 Fax (914) 278 - 6648 WIC (914) 278 - 6678 Fax (914) 278 - 6085 To: All Design Professionals, Builders and Property Owners From: Robert Morris, P.E., Senior Public Health Engineer Subject: Partial Submissions/Revisions Date: February 12, 1999 In 1995 the review of plans and the return of comments, if warranted, was constantly ahead of the time frame allotted by the New York City Department of Environmental Protection Watershed Agreement. The Department is still striving to improve the time frame involved for permit review and approvals. Some improvements are: 1) Additional personnel in the program. 2) New York City Department of Environmental Protection faxing comments /approvals (saving mailing time). 3 ). Reviewing the neighbor notification requirement to make the requirement less stringent. 4) Updating the filing system. However, it is also the design professional, builders and property owners responsibility submit documents with all pertinent information provided. A cover sheet must be attached to all documents not submitted with an initial complete application for a construction permit. The cover sheet must include the following formation for each project. A) Owners name. B) Project address, municipality and tax map number. C) Document status, i.e., revision or requested additional information. The required cover sheet with assist in reducing the review and approval time frame. An example cover sheet has been enclosed. Your compliance with this requirement is appreciated. RM:tn 041 - it BRUCE R. FOLEY Public Health Director LORETTA MOLINARI RN., M.S.N. Associate Public Health Director Director of Patient Services DEPARTMENT OF HEALTH 1 Geneva Road Brewster, New York 10509 Environmental. Health (914) 278 - 6130 Fax (914) 278 - 7921 Nursing Services (914)278-6558 Fax (914) 278 - 6085 Early Intervention (914) 278 - 6014 Fax (914) 278 - 6648 WIC (914) 278 - 6678 Fax (914) 278 - 6085 COVER SHEET PROJECT (0-,Nmers Name): STREET: �� S �- 9 W NfUNICIPALITY: TAX MAP NUMBER: DESIGN PROFESSIONAL: �" vS S� t' DATE: 11 REVISION n REQUESTED ADDITIONAL INFORMATION n OTHER PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES Date September 4, 1986 Re: Property of RICHARD RAPP SR. Located at EAST BRANCH ROAD (T) PATTERSON Section 18 Block 1 Lotl8 Subdivision of EAST BRANCH WOODS' Subdv. Lot # 6 Filed Map # Date Gentlemen: This letter is to authorize BALDWIN & CORNELIUS, P. C. a duly licensed professional engineer X or registered architect (Indicate to apply.for a.Construction Permit for a separate sewage system, to serve.the above.noted property'in accordance with the standards, rules or regulations as promulagated by the.Commissioner of the Putnam County Department of-Health, and to sign all necessary papers on my behalf in connection with this matter'and.to supervise the.construction of said system or systems.in.conformity ' wi.th.the provisions of Article 145-or 1471 Education Law, the Public Health Law, and the Putnam County Sani- tary Code. Very truly yours, Signed Countersigned: Owner of PropeYfy Drewville Road Address Baldwin & Cornelius, P.C. Brewster, New York 10509 Address Town RD 6, RT 22, Brewster, New York 10509 279 4496 Telephone 219 7115. Telephone P-LIA01ull Ul' L'l1YJ.11U11111511111L IIUIJJIll UU1IIVJLUBU UUU1111 UI' II'10IJ 11U1LUlllll, mIII- ILIj;. IN Y. 1U5.11 Uf;J1U11 INVIA 0111s11,P1'- Ulsl'/lllllTH UI:IWIN •UlUNUA>l, DIUM -11 _ _ _ PAN IIU. Umme Dick Rapp, 5r. Add,-u"" % Scout Realty LUC(1LUd Ill; (I1L1-uuI; E. Branch Cliiilli Woods Odu. 18•-' 11.1uu14 1- J,ui; !8 :iiGu- iil�iii�iiu'ti- i;I�uuu �i�i� ©ci4)' � • Ilulltullulll;y Patterson Cmiron I;U.II� I'I,IIUUI- A *I'lUll '11ELI1' I.lfl'1'A IIL :ZU111LU IN I1L 11Ull111'1'1' EU 111'111 AI'I'L11'/l'1'lUlll) LOT 6 Iluu�llul' UlmuI( '1' t I; -lidii I'LaIUUTA'1'1Ull I'LIIt;UTA'1'lUll Ilu. y'Lulu Pruul Uruwltl, I1urluuu 111 1.1 'Illuu 11111.1 WII;tI I1luI L- 11Lu,1 lull. 111;11,.1: 111;11 ► lit-up 111 Ills. /lu druil 111t1111)U IIIl:11liU 111011ut1 A 1 J132 - 1 152 • • 20 21 24 3 6.67 t' 1 153 - 1215 22 2 ; 3 7.33 j 1215 -,1239 24 21 24, 3 8 11 102 - 130 28 21 24 3 9.3 !� 131 - 1.58 27. 21 24 3 9 B 1 1 132 - 1202 30 '21 , .24 ,,.... 3 7 1203 - 1233 30 � 1 24 3 7 j 115-- 145 30 21 24' 3 7 Ilut uy I .1) 'it Ipl;•+ L•11 Im repwited tilt I! 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All'. tu���fDq,,Vlf du if `�0 M.� . • 1' u t 1 e v Ulf. �,.� O0 R Nc� �. vp}. C, 'i- U�1►LIl mvuuul'clnvul:u to hu Illude fruuli tup ul' •�.� f ..•..... 0 R d LL® AL 10 V/� 1q, 9.. o ty Y .... OF- HEALTH ._ -- -- - - -... . Division Of Environmental Hylth Services TWO COUNTY CENTER - CARMEL, N.Y.. 10512 (914) 225-3641 APPLICATION TO CONSTRUCT A WATER WELL LLOCATION 1TARI A00RESS. N /VILLA / 1 Y (AX GRID NUMHER. East Branch Road • Patterson 18 - 1 - 18 LL OWNER NAME. • A0011ESS: ` O P91VATL ❑ PUBLIC OF WELL 0 RESIDENTIAL ❑ PUBLIC SUPPLY ❑ AIR /COND. /HEAT PUMP ❑ ABANDONED primary O BUSINESS ❑ FARM ❑ TEST /OBSERVATION ❑ OTHER (specify) secondary ❑ INDUSTRIAL ❑INSTITUTIONAL [I STAND -BY ❑ )NT. OF USE YIELD SOUGHT 5+ gpm. /N0. PEOPLE SERVED 3 -5 / EST. OF DAILY USAGE ' 450 gal. 1SO14 FOR ® NEW SUPPLY ❑ PROVIDE ADDITIONAL SUPPLY O TEST /OBSERVATION) BILLING O REPLACE EXISTING SUPPLY ❑ DEEPEN EXISTING WELL .LL TYPE Q DRILLED F DRIVEN• DUG E] GRAVEL OTHER WELL SITE SUBJECT TO FLOODING? YES NO WELL IS LOCATED IN A REALTY SUBDIVISION, NAME OF SUBDIVISION:E_ Branch Woods LOT NO.: ER WELL CONTRACTOR: Name Address: PUBLIC WATER SUPPLY AVAILABLE TO .SITE: — YES x NO E OF PUBLIC•WATER SUPPLY: TOWN /V /C rANCE TO- PROPERTY FROM NEAREST WATER.MAIN _ NTION SKETCH & SOURCES OF CONTAMINATION. NO 55 jS W a -rHIA; ZOO rCcrr oio wdcL1A1 Aco.D, - --•• • Baldwln. & Cornelius, p.C.._,_ R06, R`f. , B terNY 050 tell (date) (signature) PERMIT . TO CONSTRUCT A WATER WELL This permit to construct one water well•as•set forth above is granted under the provisions of Subpart 5 -2 of Part 5 of the New York State Sanitary Code, and provided that within thirty (30) days of the completion of water well construction, the applicant shall: 1. Pump the well until -the water is clear. 2. Disinfect the well in accordance with the requirements of the Putnam County Health Department attached to this permit. 3. Submit a Well Completion Report on a form provided by the Putnam County Health Department. Date of Issue: ��.� // 19 Permit Issuing Official` Permit is Non - Transferrable ��`" �'✓y�'; WELL UUV1rLh'11UV rUtrUni Office Use Only y .t DEPARTMENT OF HEALTH Division Of Environmental Health Services PUTNAM COUNTY DEPARTMENT OF HEALTH STREET AOORESS: WNIV1l ! 1 TAX GRID NUMBER: WELL LOCATION East Branch Rd. , Patterson,NY Lot #6 WELL OWNER NAME: ADDRESS: R&R Dev. Drewville Rd. , Brewster,NY c/o Richard Rapp 0 PQIVATE ❑ PUBLIC USE OF WELL ® RESIDENTIAL ❑ PUBLIC SUPPLY ❑ AIR /COND. /HEAT PUMP ❑ ABANDONED 1 - primary ❑ BUSINESS ❑ FARM ❑ TEST /OBSERVATION ❑ OTHER (specify) 2 - secondary ❑ INDUSTRIAL ❑ INSTITUTIONAL ❑ STAND -BY ❑ MOUNT OF USE YIELD SOUGHT gpm. /N0. PEOPLE SERVED / EST. OF DAILY USAGE gal. REASON FOR []REPLACE EXISTING SUPPLY ❑TEST /OBSERVATION ❑ADDITIONAL SUPPLY DRILLING E]NEW SUPPLY (NEW DWELLING) ' []DEEPEN EXISTING WELL DEPTH DATA WELL DEPTH 20� ft. STATIC WATER LEVEL 5 ft. DATE MEASURED 1/23/$9 DRILLING ® ROTARY ❑ COMPRESSED AIR PERCUSSION ❑ DUG EQUIPMENT ❑ WELL POINT ❑ CABLE PERCUSSION ❑ OTHER (specify): WELL TYPE ❑ SCREENED ❑ OPEN END CASING :E] OPEN HOLE IN BEDROCK ❑ OTHER TOTAL LENGTH 58 ft. MATERIALS: ® STEEL ❑ PLASTIC ❑ OTHER LENGTH BELOW GRADE 57 ft. JOINTS: ❑ WELDED 19 THREADED ❑ OTHER CASING DETAILS DIAMETER 6 in. SEAL: (3 CEMENT GROUT O BENTONITE ❑ OTHER WEIGHT PER FOOT 19 1b./ft. DRIVE SHOE ® YES ❑ NO LINER: O YES WO DIAMETER (in) 'SLOT SIZE LENGTH (It) DEPTH TO SCREEN (it) DEVELOPED? .SCREEN DETAILS FIRST. O YES ONO SECOND HOURS GRAVEL PACK ° YES GRAVEL DIAMETER TOP BOTTOM O NO SIZE: OF PACK in. DEPTH ft. DEPTH It. WELL YIELD TEST If detailed pumping )f more detailed formation descriptions or sieve analyses WELL LOG are available, please attach. METHCO: O PUMPED 1 tests were done is in- t TD COMPRESSED AIR formation attached? DEPTH FROM SURFACE Water Well Oia- , 8AftE0 ❑ OTHER ; ❑ YES ❑ NO Bear. ing meter FORMATION DESCRIPTION CODE tt. ft WELL IEPTH DURATION ORAWOOWN YIELD Surface 40 Dr ll ng in overburden clay & bldr IL hr. min. ft. 9Pm. a 0' ZOj 6 195 40+ 40 58 Dr ll ng in rock, set casing,groute . granite, WATE ❑ CLEAR TEMP. OUAUI( ❑ CLOUDY HARDNESS O COLORED ANALYZED? OYES ❑ NO ANALYSIS ATTACHED? O YES . O NO STORAGE TANK : TYP E CAPACITY GAL. P U of INFORMATION TYPE CAPACITY WELL DRILLER NAME P.F. Beal & Sons, DAT O A4A.XE DEPTH ADDRESS PG Box B SiGtttTURE AdQ7E VOLTAGE HP Brewster,NY 10509 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES Date April 1, 1990 Re: Property of Richard L. Rapp, Sr. Located at East Branch Road (T) Patterson Section 15 Block Subdivision of East Branch Woods 3 Lot 4. 6 Subdv. Lot # 6 Filed Map # 2074 Date Gentlemen: This letter is to authorize John F. Eberle, P.E. a duly licensed professional engineer x or registered architect (Indicate to apply for a Construction Permit for a separate sewage system, to serve the above noted property in accordance with the standards, rules or regulations as promulagated by the Commissioner of the Putnam County Department of Health, and to sign all necessary papers on my behalf in connection with this matter and to supervise the construction of said system or systems in conformity with the provisions of Article 145 or 147, Education Law, the Public Health Law, and the Putnam County Sani- tary Code. Countersigned: P.A., R . A . , 66674 Baldwin & Cornelius, P.C. Address RD 5, Route 22, Brewster, New York (914) 279 -7115 Telephone Very truly yours, Signed G� Owner of Propefty Drewville Road Address Brewster, New York Town (914) 279 -4496 Telephone 9 0 9955 -26-6 (9.80-25c �i'wkC PERMIT NUMBER 3- 3724 -31 -2 FACILITY/PROGRAM NUMBER(s) 3085 -0123 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Am ants/ PERMIT Under the Environmental Conservation Law Article 15, Title 3; 6NYCRR 327, ADDRESS OF PERMITTEE Drewville Road, Brewster, NY 10509 328, 329: Aquatic Pesticides Water Quality Certification Article 15, Title 5: TELEPHONE NUMBER 914/279-7115 Protection of Water Article 15, Title 15: SPDES Water Supply aArticle 15, Title 15: DESCRIPTION OF AUTHORIZED ACTIVITY Carplete grading, construction and utility Water Transport �j Article 15, Title 15: June 24, 1987 (lot #6) and November 19, Long Island Wells �j Article 15, Title 27: �j Wild, Scenic and Recreational . Rivers Am ants/ PERMIT Under the Environmental Conservation Law EFFECTIVE DATE EXPIRATION DATE(s) December 31, 1989 6NYCRR 608: ADDRESS OF PERMITTEE Drewville Road, Brewster, NY 10509 Tidal Wetlands Water Quality Certification 27, Title 7; 6NYCRR 360: TELEPHONE NUMBER 914/279-7115 17, Titles 7, 8: DArticle SPDES Hazardous Waste Management TOWNS Patterson 19: DESCRIPTION OF AUTHORIZED ACTIVITY Carplete grading, construction and utility aArticle Air Pollution Control* 36: June 24, 1987 (lot #6) and November 19, Article 23, Title 27: 1, 3, 17, 19, 27, 37; Mined Land Reclamation 6NYCRR 380: Radiation Control Article 24: M Freshwater Wetlands N —New, R— Renewal, M— Modification, C— Construct ( *only), 0— Operate ( *only) EFFECTIVE DATE EXPIRATION DATE(s) December 31, 1989 PERMIT ISSUED TO Richard Rapp, Sr. Article 25: ADDRESS OF PERMITTEE Drewville Road, Brewster, NY 10509 Tidal Wetlands aArticle 27, Title 7; 6NYCRR 360: TELEPHONE NUMBER 914/279-7115 Solid Waste Management* Article 27, Title 9; 6NYCRR 373: COUNTY Putnam Hazardous Waste Management TOWNS Patterson Article 34: DESCRIPTION OF AUTHORIZED ACTIVITY Carplete grading, construction and utility Coastal Erosion Management aArticle 36: June 24, 1987 (lot #6) and November 19, Floodplain Management 1, 3, 17, 19, 27, 37; aArticles 6NYCRR 380: Radiation Control PERMIT ISSUED TO Richard Rapp, Sr. ADDRESS OF PERMITTEE Drewville Road, Brewster, NY 10509 AGENT FOR PERMITTEEICONTACT PERSON Baldwin & Cornelius, P.C. TELEPHONE NUMBER 914/279-7115 NAME AND ADDRESS OF PROJECTJFACILITY (If different from Permittee) East Branch Woods Subdivision LOCATION OF PROJECT /FACILITY Doansbur Road COUNTY Putnam TOWNS Patterson UTM COORDINATES DESCRIPTION OF AUTHORIZED ACTIVITY Carplete grading, construction and utility work on lots 6 and 7 in accordance with _ . lans_ re ed_b Baldwin, and._Cornelius, . P.C.___dated August 18 1986 - last. revised.. . June 24, 1987 (lot #6) and November 19, 1987 (lot #7). GENERAL CONDITIONS By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compli- ance with the ECL, all applicable regulations and the conditions specified herein or attached hereto. 1. The permittee shall file in the office of the appropriate regional permit administrator, or other office designated in the special conditions, a notice of intention to commence work at least 48 hours in advance of the time of commencement and shall also notify him/her promptly in writing of the completion of the work. 2. The permitted work shall be subject to inspection by an authorized representative of the Department of Environmental Conservation which may order the work suspended if the public interest so requires pursuant to ECL §71 -0301 and SAPA §401(3). 3. The permittee has accepted expressly, by the execution of the application, the full legal responsibility for all damages, direct or indirect, of whatever nature, and by whomever suffered, arising out of the project described herein and has agreed to indemnify and save harmless the State from suits, actions, damages and costs of every name and descrip- tion resulting from the said project. 4. The Department reserves the right to modify, suspend or revoke this permit at any time after due notice, and, if requested, hold a hearing when: a) the scope of the project is exceeded or a violation of any condition of the permit or provisions of the ECL and pertinent regulations are found; or b) the permit was obtained by misrepresentation or failure to disclose relevent facts; or c) newly discovered information or significant physical changes are discovered since the permit was issued. 5. The permittee is responsible for keeping the permit active by submitting a renewal application, including any forms, fees or supplemental information which may be required by the Department, no later than 30 days (180 days for SPDES or Solid or Hazarduous Waste Management permits) prior to the expiration date. 6. This permit shall not be construed as conveying to the applicant any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work or as authorizing the impairment of any rights, title or interest in real or personal property held or vested in a person not a party to the permit. 7. The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way which may be required for this project. 8. Issuance of this permit by the Department does not, unless expressly provided for, modify, supersede or rescind an order on consent or determination by the Commissioner issued heretofore by the Department or any of the terms, conditions, or requirements contained in such order or determination. 9. Any modif ication• of this permit granted by the Department must be in writing and attached hereto. PERMIT ISSUANCE DATE PERMIT ADMINISTRATOR ADDRESS SOU Putt Corners Road oZ S' Alexander F. Ciesluk, Jr. New Paltz, NY 12561 AUTHORIZED SIGNATURE w� 6J ` /,�". -, Page 1. of 4 ,bi —zsc freshwater Wetlands • iNAI. GENERAL CONDITIONS FOR ARTICLES 15 (Title 5), 24, 25, 34, 36 and 6 NYCRR Part 608 ( ) at if future operations -by the State of New York require an al- other environmentally deleterious materials associated with the eration in the position of the structure or work herein authorized, or project. if, in the opinion of the Department of Environmental Conservation 14. Any material dredged in the prosecution of the work herein permitted. it shall cause unreasonable obstruction to the free navigation of said shall be removed eJenly, without leaving large refuse piles, ridges across waters or flood flows or endanger the health, safety or welfare of the bed of a waterway or floodplain or deep holes that may have a the people of the State, or cause loss or destruction of the natural tendency to cause damage to navigable channels or to the banks of resources of the State, the owner may be ordered by the Department to a waterway. remove or alter the structural work, obstructions, or hazards caused 15. There shall be no unreasonable interference with navigation by the work thereby without expense to the State, and if, upon the.expiration or herein authorized. revocation of this permit, the structure, fill, excavation, or other 16. If upon the expiration or revocation of this permit, the project hereby modification of the watercourse hereby authorized shall not be com- authorized has not been completed, the applicant shall, without expense plefed, the owners, shall, without expense to the State, and to such to the State, and to such extent and in such time and manner as the extent and in such time and manner as the Department of Environmental Department of Environmental Conservation may require, remove all or Conservation may require, remove all or any portion of the uncompleted any portion of the uncompleted structure or fill and restore the site structure or fill and restore to its former condition the navigable to its former condition. No claim shall be made against the State of and flood capacity of the watercourse. No claim shall be made against New York on account of any such removal or alteration. the State of New York on account of any such removal or alteration. 17. If granted under Article 36, this permit does not signify in any way 1V. That the State of New York shall in no case be liable for any damage that the project will be free from flooding. or injury to the structure or work herein authorized which may be caused 18. If granted under 6 NYCRR Part 608, the NYS Department of Environ- by or result from future operations undertaken by the State for the mental Conservation hereby certifies that the subject project will not conservation or improvement of navigation, or for other purposes, and contravene effluent limitations or other limitations or standards under no claim or right to compensation shall accrue from any such damage. Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977 12. Granting of this permit does not relieve the applicant of the responsi- (PL 95 -217) provided that all of the conditions listed herein are met. bility of obtaining any other permission, consent or approval from 19. All activities authorized by this permit must be in strict conformance the U.S. Army Corps of Engineers, U.S. Coast Guard, New York State , with the approved plans submitted by the applicant or his agent as part Office of General Services or local government which may be required. of the permit application. 13. All necessary precautions shall be taken to preclude contamination Such approved plans were prepared by of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any on (7/87) -25c NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS For Article 24 ( Freshwater Wetlands t 1. To satisfy the requirement of General Condition No. 1, the permittee or a representative shall contact, by telephone, the Division of Law Enforcement in New Paltz (914/255 -5453) 48 hours prior to the commencement of any portion of the project authorized herein. 2. The permittee shall require that any contractor, project l- engineer, or other person responsible for the overall supervision of this project reads and understands this permit and all special conditions. 3. A11 areas of soil disturbance resulting from this project z' shall be seeded with an appropriate perennial grass seed and mulched with hay or straw within one week of final grading. Mulch shall be maintained until a suitable vegetative cover is established. 4. All temporary fill associated with the well installation on _"lot #6 shall be removed immediately after completion of this work and the area seeded with a suitable vegetative cover. 5. For lots #6 and 7, the permittee shall place a deed ,,restriction for each property as written below: "For as. long as any portion of the property described . in this deed-is subject-to regulation-under-Article-24--(the Freshwater Wetlands Act) of the Environmental Conservation Law of the State of New York (ECL), there shall be no construction, grading, filling, excavating, clearing or other regulated activity as defined by Article 24 of the Environmental Conservation Law on this property within the wetland area or "limit buffer zone" as shown on the Final Subdivision Plat at any time without having first secured the necessary permission and permit required pursuant to the above noted Article 24. This restriction shall bind the Grantee's, their successors and assigns and shall be expressly set forth in all subsequent deed to this property" A copy of the deed of the first sale for each lot submitted to the Regional Permit Administrator in Palta Office by-the permittee within 45 days after of the deed. continued on next page tttt ttMA11� NI MgtN I AC'ILITY ID NUMBER PROGRAM NUMBER An MEW W shall be the New the. filing 3 of 4 i (7187) -25c NEW YORK STATE DEPARTMENT'OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS For Article 24 Freshwater Wetlands 1 SEQR NOTE: Under the'State Environmental Quality Review Act (SEQR), this project is classified as a Type II Action and therefore is not subject to the provisions of that law. DISTRIBUTION• i P. Keller Law Enforcement J. Steeley . �'. C b&rt.Lr_ QALDWI;u oc Co�wtCiwf { DEC PERMIT NUMBER 3- 3724 -31 -2 FACILITY ID NUMBER PROGRAM NUMBER Page 4 of 4 PETER C. ALEXANDERSON County Executive DEPARTMENT OF HEALTH Division Of Environmental Health Services 110 Old Route Six Center, Carmel, New York 10512 (914) 225-0310 Mr. John F. Eberle, P.E. Baldwin and Cornelius, P.C. RD #5, Route 22 Brewster, New York 10509 Re: Renewal Richard L. Rapp Construction Permit # P -12 -88 (T) Patterson TM # 15- 3 -4.6, Lot 6 Dear Mr. Eberle: JOHN KARELL Jr., P.E., M.S. Public Health Director Review of plans and other supporting documents submitted at this time relative to the above captioned project has been completed. Comments are offered as follows: One copy of the proposed site plan, showing the location of the existing well is requested for our file. Upon receipt of a submission, revised to reflect the above comments, this application will be considered further. Ver truly yours., Robert Morris Assistant Public Health Engineer RM:pt - .�,� •.. ;^ •^^ :- •..n:[v.— r•1 - '�•: -rnl : ^�.L;?;f+.�i':•s {r. :P ur'1Y:`'.�!!�CS ±±►�� J. 4+'.i _Yr ...__ -. :. - - — .. !•.s"�'t��_�,�:`.'._._..... Z.J:i: ��[�. E.ri..wE?^�!�` !a+iic <�c�.: }•r!•,,. ry1.�9 ,•,y,•;_ Ya'„q •.. !' DEPARTMENT OF HEALTH w . ' Division Of Environmental Health Services TWO COUNTY CENTER - CARMEL, N.Y.. 10512 (914) 225 -3641 APPLICATION TO ABANDON A.WATER WELL PLEASE PRINT OR TYPE S19W AUUHES7 (:.x Giilu NUMSO Y.lELL LOCATION East Branch Raad Patterson, New York WELL OWNER NAM:. Richard AOORESS. Rapp, Sr., Drewville- Road; Brewster, NY ® EBBLI�[ WELL TYPE DRILLED ❑ � DRIVEN � � t.—f DGG Cj GRaVEI ❑ OTH-,;2 DEPTH DATA WELL DEPTH ft. STATIC WATER LEVEL fd DATE MEASURED USE OF WELL ❑ RESIDENTIAL ❑ PUBLIC SUPPLY ❑ AIR /COND. /HEAT PUMP ❑ ABANDONED 1 - primary ❑ BUSINESS ❑ FARM • ❑ TEST /OBSERVATION ❑ OTHER (specify) 2 - secondary ❑ INDUSTRIAL ❑ INSTITUTIONAL ❑ aTAND -BY 1 WATER WELL Name: Address: CONTRACTOR: REASON FOR ABANDONMENT: Building New Residence - Adding*Septic System, New Well DESCRIPTION OF WORK The existing well will be filled in with either concrete TO BE PERFORMED: or clay. Baldwin & Cornelius; P.C., RD6,.RT.22, Brewst.0 , NY 10509 (date) , (signature) PERMIT This permit to- abandon one water well as set forth above is granted under.provisions of Subpart 5 -2 of Part 5 of the New "York State Sanitary Code and provided that: Within 30 days of the completion of the abandonment of the water well, the applicant shall submit to the Department a certified statement that the information delineated on the application for this permit has been completed. Date of Issue:2� Z � ::^ Pe�Is u ng Off cial 95.20-i•(9'86) -25c NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION '-tV PERMIT NUMBER fimm 3- 3724 -31 -2 p® FACILITY /PROGRAM NUMBER(s) — PERMIT Under the Environmental Conservation Law 3085 -0123 Article 15, Title 27: N —New, R— Renewal, M— Modification, Wild, Scenic and Recreational C— Construct ( *only), 0— Operate ( *only) Rivers EFFECTIVE DATE a /r p y- EXPIRATION DATE(s) December 31, 1989 Article 15, Title 3; 6NYCRR 327, ElArticle 328, 329: Aquatic Pesticides F7Article 15, Title 5: aArticle Protection of Water Article 15, Title 15: aArticle Water Supply F-1 Article 15, Title 15: DESCRIPTION OF AUTHORIZED ACTIVITY Carplete grading, construction and utility Water Transport plans prepared by Baldwin -and Cornelius, 15, Title 15: ElArticle Long Island Wells Article 15, Title 27: N —New, R— Renewal, M— Modification, Wild, Scenic and Recreational C— Construct ( *only), 0— Operate ( *only) Rivers EFFECTIVE DATE a /r p y- EXPIRATION DATE(s) December 31, 1989 6NYCRR 608: ElArticle Water Quality Certification F7Article 17, Titles 7, 8: OArticle SPDES 19: aArticle Air Pollution Control* F-1 Article 23, Title 27: DESCRIPTION OF AUTHORIZED ACTIVITY Carplete grading, construction and utility Mined Land Reclamation plans prepared by Baldwin -and Cornelius, Article 24: June 24, 1987 (lot #6) and November 19, Freshwater Wetlands Article 15, Title 27: N —New, R— Renewal, M— Modification, Wild, Scenic and Recreational C— Construct ( *only), 0— Operate ( *only) Rivers EFFECTIVE DATE a /r p y- EXPIRATION DATE(s) December 31, 1989 PERMIT ISSUED TO Richard Rapp, Sr: 25: ElArticle Tidal Wetlands F7Article 27, Title 7; 6NYCRR 360: TELEPHONE NUMBER 914/279 -7115 Solid Waste Management* Article 27, Title 9; 6NYCRR 373: COUNTY Putnam Hazardous Waste Management F-1 Article 34: DESCRIPTION OF AUTHORIZED ACTIVITY Carplete grading, construction and utility Coastal Erosion Management plans prepared by Baldwin -and Cornelius, Article 36: June 24, 1987 (lot #6) and November 19, Floodplain Management Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO Richard Rapp, Sr: ADDRESS OF PERMITTEE Drewville Road, Brewster, NY 10509 AGENT FOR PERMITTEE /CONTACT PERSON Baldwin & Cornelius, P.C. TELEPHONE NUMBER 914/279 -7115 NAME AND ADDRESS OF PROJECTIFACILITY (If different from Permittee) East Branch Woods Subdivision LOCATION OF PROJECT /FACILITY Doansburg Road COUNTY Putnam TOWN= Patterson UTM COORDINATES DESCRIPTION OF AUTHORIZED ACTIVITY Carplete grading, construction and utility work on lots 6 and 7 in accordance with plans prepared by Baldwin -and Cornelius, P..C. dated August 18 1986 — last revised June 24, 1987 (lot #6) and November 19, 1987 (lot #7). GENtRAL LUNUI I IUN.N By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compli- ance with the ECL, all applicable *regulations and the conditions specified herein or attached hereto. 1- The permittee shall file in the office of the appropriate regional permit administrator, or other office designated in the special conditions, a notice of intention to commence work at least 48 hours in advance of the time of commencement and shall also notify him/her promptly in writing of the completion of the work. 2. The permitted work shall be subject to inspection by an authorized representative of the Department of Environmental Conservation which may order the work suspended if the public interest so requires pursuant to ECL 171 -0301 and SAPA §401(3). 3. The permittee has accepted expressly, by the execution of the application, the full legal responsibility for all damages, direct or indirect, of whatever nature, and by whomever suffered, arising out of the project described herein and has agreed to indemnify and save harmless the State from suits, actions, damages and costs of every name and descrip- tion resulting from the said project. 4. The Department reserves the right to modify, suspend or revoke this permit at any time after due notice, and, if requested, hold a hearing when: a) the scope of the project is exceeded or a violation of any condition of the permit or provisions of the ECL and pertinent regulations are found; or b) the permit was obtained by misrepresentation or failure to disclose relevent facts; or c) newly discovered information or significant physical changes are discovered since the permit was issued. 5. The permittee is responsible for keeping the permit active by submitting a renewal application, including any forms, fees or supplemental information which may be required by the Department, no later than 30 days (180 days for SPDES or Solid or Hazarduous Waste Management permits) prior to the expiration date. 6. This permit shall not be construed as conveying to the applicant any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work or as authorizing the impairment of any rights, title or interest in real or personal property held or vested in a person not a party to the permit. 7. The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way which may be required for this project. 8. Issuance of this permit by the Department does not, unless expressly provided for, modify, supersede or rescind an order on consent or determination by the Commissioner issued heretofore by the Department or any of the terms, conditions, or requirements contained in such order or determination. 9. Any modification-of this permit granted by the Department must be in writing and attached hereto. PERMIT ISSUANCE DATE PERMIT ADMINISTRATOR ADDRESS 21 South Putt Corners Road oZ ZtEVf r . Alexander F. Ciesluk,GJr.. New Paltz, NY 12561 AUTHORIZED SIGNATURE FPage 1 . of 4 bl - zsc Freshwater Wetlands • ",NAL GENERAL CONDITIONS FOR ARTICLES 15 (Title 5), 24, 25, 34, 36 and 6 NYCRR Part 608 ( ) at if future operations -by the State of New York require an al- other environmentally deleterious materials associated with the oration in the position of the structure or work herein authorized, or project. if, in the opinion of the Department of Environmental Conservation 14. Any material dredged in the prosecution of the work herein permitted it shall cause unreasonable obstruction to the free navigation of said shall be removed evenly, without leaving large refuse piles, ridges across waters' or flood flows or endanger the health, safety or welfare of the bed of a waterway or floodplain or deep holes that may have a the people of the State, or cause loss or destruction of the natural tendency to cause damage to navigable channels or to the banks of resources of the State, the owner may be ordered by the Department to a waterway. remove or alter the structural work, obstructions, or hazards caused 15. There shall be no unreasonable interference with navigation by the work thereby without expense to the State, and if, upon the expiration or herein authorized. revocation of this permit, the structure, fill, excavation, or other 16. If upon the expiration or revocation of this permit, the project hereby modification of the watercourse hereby authorized shall not be com- authorized has not been completed, the applicant shall, without expense pleted, the owners, shall, without expense to the State, and to such to the State, and to such extent and in such time and manner as the extent and in such time and manrler as the Department of Environmental Department of Environmental Conservation may require, remove all or Conservation may require, remove all or any portion of the uncompleted any portion of the uncompleted structure or fill and restore the site structure or fill and restore to its former condition the navigable to its former condition. No claim shall be made against the State of and flood capacity of the watercourse. No claim shall be made against New York on account of any such removal or alteration, the State of New York on account of any such removal or alteration. 17. If granted under Article 36, this permit does not signify in any way 11. That the State of New York shall in no case be liable for any damage that the project will be free from flooding, or injury to the structure or work herein authorized which may be caused 18. If granted under 6 NYCRR Part 608, the NYS Department of Environ- by or result from future operations undertaken by the State for the mental Conservation hereby certifies that the subject project will not conservation or improvement of navigation, or for other purposes, and contravene effluent limitations or other limitations or standards under no claim or right to compensation shall accrue from any such damage. Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977 12. Granting of this permit does not relieve the applicant of the responsi- (PL 95 -217) provided that all of the conditions listed herein are met. bility of obtaining any other permission, consent or approval from 19. All activities authorized by this permit must be in strict conformance the U.S. Army Corps of Engineers, U.S. Coast Guard, New York State with the approved plans submitted by the applicant or his agent as part Office of General Services or local government which may be required. of the permit application. 13. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, Such approved plans were prepared by solvents, lubricants, epoxy coatings, paints, concrete, leachate or any on (7187) -25c NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION `r SPECIAL CONDITIONS For Article 24 ( Freshwater Wetlands 1 1. To satisfy the requirement of General Condition No. 1, the permittee or a representative shall contact, by telephone, the Division of Law Enforcement in New Paltz (914/255 -5453) 48 hours prior to the commencement of any portion of the project authorized herein. 2. The permittee shall require that any contractor, project engineer, or other person responsible for the overall supervision of this project reads and understands this permit and all special conditions. 3. All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass seed and mulched with hay or straw within one week of final grading. Mulch shall be maintained until a suitable vegetative cover is established. 4. All temporary fill associated with the well installation on lot #6 shall be removed immediately after completion of.this work and the area seeded with a suitable vegetative cover. 5. For lots Wand 7, the permittee shall place a deed restriction for each property as written below:, "For as long as any portion of the property described in this deed is subject -to regulation under Article 24 (the Freshwater Wetlands Act) of the Environmental Conservation Law of the State of New York (ECL), there shall be no construction, grading, filling, excavating, clearing or other regulated activity as defined by Article 24 of the Environmental Conservation Law on this property within the wetland area or "limit buffer zone" as shown on the Final subdivision Plat at any time without having first secured the necessary permission and permit required pursuant to the above noted Article 24. This restriction shall bind the Grantee's, their successors and assigns and shall be expressly set forth in all subsequent deed to this property" A copy of the deed of the first sale for each lot shall be submitted to the Regional Permit Administrator in the New Paltz Office by-the permittee within 45 days after the .filing of the deed. DEC PERMIT NUMBER 3- 3724 -31 -2 FACILITY ID NUMBER continued on next page PROGRAM NUMBER Page 3 of 4 ° (7187) -25c NEW YORK STATE DEPARTMENT, OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS For Article 24 Freshwater Wetlands 1 SEQR NOTE: Under the State Environmental Quality Review Act (SEAR), this project is classified as a Type II Action and therefore is not subject to the provisions of that law. DISTRIBUTION: P. Keller Law Enforcement z, J. Steeley �i. Cb4&Lt� 6A#-DVt%U Co"e,Lju.1' DEC PERMIT NUMBER 3- 3724 -31 -2 I FACILITY ID NUMBER I PROGRAM NUMBER I Page 4 of 4 TEST PIT DATA REQUIRED TO BE 'SU 3141 7'ED 111111 APPL•ICATIO11 DESCRIPTION OT' SOJLjl BJ- %'001J1'TE' -,FD IN 'T'ES'T' IIOLES I DEPTH 1101r. 140. 6 1101.,E 140. 10110 140. wr TOP SOIL 1211 1811 SANDY LOAM 21111 J r 36 11 11211 51111 GRAVELY 6011 SANDY 6611 LOAM 721.1 7811 NO ROCK ENCOUNTERED I IDICATE LEVEL AT 11111CII GROUND WATER IS ENCOUNTERED INDICATE LEVEL.'Tt0 1.1111011 WATER LEVEL RISES AFTER BEING ENCOUN'T'ERED TES'T'S 1•IADE -•-BY- TERRY SMITH Date-8/5/86 G Soil Rate Used - 9 D iVl "Drop: S.D. Usable Area Provided 5,000 s . f . 11o. of Bedrooms 3 Septic Tank Capacity 1000 Gals. 'Type Masonry Absorption Area—Pr o- e—Tc By 333 L.I'.x24" t U4he 11ame Baldwin & corneilus, e.u.r` 916 ''naLur - -:', ✓iF%jjoyrr Address RD 6 , Route 22 5, S CA L C,' ° ' Brewster, NY 10512 r ' THIS SPACE FOR USL LY 11=V11 DEPARTMENT ONLY. ,.�. •` ��• RoF NPR . E0 I Soil Rate Approved Sq. ft /Gal. Checko' by Date .DEPT11 G. L. 6"' 1211 loll 21111 7011 3611 11211 11811 51111 6C)" TEST PIT DATA REQUIRED TO BE 111TH APPL•ICATIO11 DESCRIPTION OP' SOILS E1100UI!'1'ERED II.1 TEST I1OLE3 1 . 1101E_ Hoi . 6 BOLE IrO.. 11DLE N0. TOP SOIL SANDY LOAM GRAVELY SANDY r• 6611 LOAM 7211 7811 NO ROCK ENCOUNTERED I11I)ICATE LEVEL AT WHICH GROUND WATER IS ENCOUNTERED IIIUICA`I'E LEVEL TO WILICH WATER LEVEL RISES AFTER BEING ENCOUNTERED TL;S'1'S mADE.13Y TERRY SMITH . - Date 8/5/86 — DESIGN Soil Rate Used • 9 MrVI "Drop: S.D. Usable Area Provided 5,000 s.f. 110. of Bedrooms 3 Septic Tank Capacity 1.000 Gals. 11'ype Masonry Absorption Area rov e—Tc By • 333 L.F'.x2411 X— ' —jdLh r- Jimpe Baldwin & Cornelius, P. Address RD 6, Route 22 Brewster, NY 1051 THIS SPACE FOR USE BY 11EAL'111 DEPARTMENT ONLY: ii.. Boil Rate Approved Sq. Ft/Gal. Checlod',by. V • J SEAL 1980 41 it 1 1 Q: ,0 a • 329 FESS10t40' Date ".10.7 (1111" NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION APPLICATION NUMBER .. , -s APPLICATION FOR PERMIT Read Instructions an back before completing this application. Please type or print clearly In Ink. Use separate addenda and eahibifs.lo;provtde all data and explanations for which space on this form Is Inadequate. ❑ ARTICLE iS, TITLE 3 (CONTROL OF AQUATIC INSECTS, WEEDS„ OR UNDESIRABLE FISH) ❑ ARTICLE 1S, TITLES (PROTECTION OF WATERS) } °ir i s: �i'Da �ti ErfOtjr^+ }} t� � •F. ,• ❑ For the construction, reconstruction, or repair of a DAM or other Impoundment structure. ❑ For the disturbance t f a STREAM BED or excavation in or fill of.navig'a6le waters.'s? ❑ ARTICLE iS, TITLE iS ❑ WATER SUPPLY ❑ LONG ISLAND WELL " ❑ ARTICLE 24 (FRESHWATER WETLANDS) Permit ❑ Lettec.of Permission ,<:',,; :, •.• l; h; 79Ti'NO ss.r•t'i; ❑ ARTICLE 2S (TIDAL WETLANDS) y' 1. NAME OF APPLICANT: Richard Ra Sr 2. APPLICANT 15 ALAN Individual ❑ Partnership ❑ Association ❑ Munici'. 7 ❑,,Governmental l.7 p Corporation' pality _�. _ Agency 3. NAME AND TITLE OF OFFICIAL SIGNING APPLICATION gE4):;}}279= 44.9..5. Richard Rapp, Sr. . STREET ADDRESS/POST OFFICE Drewville Road POST OFFICE " `' `STATE'} t11i..; t i:ZIP CODE Brewster NYt` "�E'`' ' 1'0509 . 4, NAME AND ADDRESS OF OWNER (If not applicant) PHONEil Vii'• '- ` ' i STREET ADDRESS /POST OFFICE ice° 54tst•+: } 'ds;i;i'.zc. POST OFFICE STATE 'ZIP CODE S. PROJECT LOCATION: NAME OF STREAM OR OTHER WATER BODY: 6. WILL PROJECT a) City or Village : If appropriate; If un- named, show on map —See UTILIZE STATE -OWNED Item Sb) .... *' ✓,. .. .. ^.•iii `!:- Wetland LAND? , }1;�R.: ?' •• - Yes! �..NO.. Town Patterson Great Swamp DP -22 County Putnam ' . iqi'" +t;; b) Specific project site or area is marked on U.S.C.S. or equivalent map, attached as Exhibit Number 7. PROPOSED USE: ® Private S. PROPOSED STARTING DATE. 9. APPROXIMATE COMPLETION DATE: 10 fEE 0� ❑Public ❑Commercial 1/87 1 �$$ , S`' "''� "�� 'Enclosed 11. PROJECT DESCRIPTION: ! . . . Feet of rip -rap new channel; cubic yards of material to be removed; draining, dredging, filling, and location of disposal sites; type of structure to be installed; height of dam; size of impoundent; capacities of propsed water sources; extent of distribution system; etc. Proposed installation of private well 12. TIIIS PROJECT WILL REQUIRE ADDITIONAL PERMITS, APPLICATIONS FOR WHICH ARE THE RESPONSIBILITY OF OTHERS:' ❑ Dam ❑ Excavation/Fill ❑ Stream Disturbance ❑ SPDES/NPDES ❑ Water Supply ❑ L.I. Wells ❑Freshwater Welland ❑ Tidal Wetlands 13. NAME AND ADDRESS OF OFFICIAL NEWSPAPER OF LOCALITY WHERE PROPOSED WORKS ARE LOCATED: s Putnam County Courier, Carmel, New York 10512 14. IS ANY PORTION OF TiiE ACTIVITY FOR WHICH A PERMIT IS SOUGHT NOW BEGUN OR COMPLETED? ❑ Yes R1 No If YES, explain In addenda, giving reasons and dates, and show existing work on drawings or map. 15. CERTIFICATION: I hereby affirm that under penality of perjury that Information provided on this form and all attachments submitted herewith Is true to the best of my knowledge and belief. raise statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the Penal Law. As a condition to the Issuance of a permit, lite applicant accepts full responsibility for all damage, direct or Indirect, of whatever nature, and by wh vets e7 d. arising out of the project described herein and agrees to indemnify and save harmless Ilse State from suits, a s, damages and costs of ev y na and scription resulting from said project. 17/7/R� .t I :: DEPTH G.L. 61'' 12" 1©" 21111 36" 1121 11f 511 60" TEST PIT DATA REQUIRED TO BE 13TH APPLICATION DESCRIPTION OT' SOIL:, B- 3-:00UPTERED I1.1 TE3T I10LE3 11012 1406 6 110LE NO. IUDLF IJO. TOP SOIL SANDY LOAM GRAVELY SANDY 66 LOAM 72'1 71311 ah" NO ROCK ENCOUNTERED INIDICATE LEVEL AT WHICH GROUND WATER IS ENCOUNTERED IIIUICATE LEVEL TO WIfIC11 WATER LEVEL RISES AFTER BEING ENCOUNTERED TESTS 1•I0E BY TERRY SMITH Wte 8/5/86 DESIGN Soil Rate Used - 9 hlira/1 "Drop: S.D. Usable Area Provided 51000 s.f. Ito. of Bedrooms 3 Septic Tank Capacity 1000 Gals. Type Mason Absorption Ar•ea�rovic�ec By Name Baldwin & Cornelius , lynx i Address RD 6, Route 22 Brewster, NY 10512 G• cs , 1980 THIS SPACE FOR USE BY 11EA111'11 DEPARTMENT ONLY: Soil Rate Approved Sq. Ft/Gal. Check'& ":by Date r BALDWIN & CORNELIUS, P.C. + CONSULTING ENGINEERS - LAND SURVEYORS RD 6 - ROUTE 22, BREWSTER, N.Y. 10509 (914) 279 -7115 December 2, 1986 Mr. William Hedges, Jr. Putnam County Department of Health Two County Center Carmel,.New York 10512 RE: EAST BRANCH WOODS - LOT NO. 6 Dear-Mr. Hedges: On behalf of our client, Richard Rapp, we request the approval of this resubmission. Our responses to comments made by the Health Department on November 20, 1986 are as follows: We .;have :;applied �f "or a�: DEC, permit 2. The water line is shown to be a minimum of 10' away from SSDS. 3. The house setbacks to the road and to,the control line are shown. Very truly yours, BALDWIN & CORNELIUS, P.C. William Hurley Design Engineer WH /b Enclosures - Three (3) sets of Plans One (1) copy of DEC Application DAVID 0. 'BRUEN County Executive DEPARTMENT OF HEALTH Division Of Environmental Health Services November 20, 1986 Baldwin & Cornelius RD #6, Route 22 Brewster, New York 10509 RE: Proposed SSDS Richard Rapp East Branch Woods Lot 6 (T) Southeast F— JOHN SIMMONS. M.D.. Deputy Commissioner Dear Mr. Hurley: Review of plans and other supporting documents submitted at this time relative to'the above- captioned:.project has been completed. Catments are offered as follows: 1. The-proposed well requires a DEC permit to be constructed within the controlled wetland area. .2. The water line must be shown a minimum of 10' away fran SDS area. 3. The house set back must be shown to insure adequate SSDS area is available, based on the limits of the wetland. Upon receipt of.a submissi6n' revised to reflect the above 6a menti, this application will be - considered further. Very truly yodrs, WH:mk William Hedges,.Jr. Public Health Technician TWO COUNTY CENTER - CARMEL, N.Y. 10512 (914) 225 -3641 PUTNAM COUNTY DEPARTMENT OF HEALTH - DIVISION OF ENVIRONMENTAL HEALTH SERVICES INDIVIUML WATER SUPPLY & SUBSURFACE SEWAGE DISPOSAL SYSTEMS REVIEW SHEET - CONSTRUCTION PERMIT DATE REVIEWED: (Name of Owner) '" (Street Location) CAS YES NO DOCUMENTS Permit Application Corporate Resolution Plans - Three sets Engineers Authorization Design Data Sheet (DDS) Deep Hole Log Consistent Perc Results (3) 30" Perc Hole Other House Plans - Two sets If PWS - Letter Variance Request REQUIRED DETAILS ON PLANS Sewage System Plan Sewage System Hydraulic Profile - Gravity Flow Fill Profile & Dimensions - Volume D or J Box;Trench /Gallery; Pump pit details Septic Tank - Size, Detail Well Detail, Service Line if over Construction Notes Design Data Two -Foot Contours Existing & Proposed Driveway & Slopes Cut Footing /Gutter Curtain Drains Perc & Deep Holes Located Representative of Sewage & Expansion Area Expansion Area;shown;gravity- flow,suff. size _._. If Pumpers Pit & D Box Shown & Detailed House - No. of Bedrooms Wells & SSDS's w /in 200 ft. of Property Located Property Metes & Bounds =.,•_ House Setback Necessary (Tight lot) House Sewer - 1 /4 "/f t. 4 "0; Type pipe No Bends; Max. Bends 45° w /cleanout SEPARATION DISTANCES SPECIFIED ON PLAN Fields 10' to P.L., Driveway, Large Trees 20' to Foundation Walls 100' to Well; 200' in D.L.O.D, 150' pits U - 100' to Stream, Watercourse, Lake Unc. expan) 15' to Drains- Curtain,Storm,Leader,Footing 25' to Catch Basin 10' to Water Line (pits -201) Septic Tanks 10' from Foundation 50' to Well 15' Well to PL GENERAL Legal Subdivision Subdivision Approval Checked SSDS Adj. Lots Checked etland (Town /DEC Permit R & D) I /II I Data On DDS Plans & Permit Same (� BALDWIN & CORNELIUS, P.C. CONSULTING ENGINEERS - LAND SURVEYORS RD 6 - ROUTE 22, BREWSTER, N.Y. 10509 (914) 279 -7115 Qctober 29, 1986 Mr. Michael Budzinski Putnam County Dept. of Health Division on Environmental Health Services Two County Center Carmel, New York 10512 RE: EAST BRANCH WOODS - Lot No. 6 Tax 18 - 1 - 18 Town of Patterson Dear Mr. Budzinski: On behalf of our client, Mr. Richard Rapp, Sr., we request approval of this SSDS- Design. Each design consists of two drawings. Drawing No. 1 is the plan and profile of the SSDS design. The perc hole and deep hole tests are also shown. Drawing No. 2 consists of our standard sheet for Putnam County details. All drawing are dated August 18, 1986 Please call me if you have any questions or comments about the design. - V'eiy truly yours, WH /b Encl /House Plans Engineer's Authorization DeepHole Tests Perc Hole Tests Permit Application Well Application BALDWIN & CORNELIUS, P.C. William Hurley Richard L. Rapp Drewville Road Brewster, New York 10509 Mr. Robert Morris Putnam County Health Department Old Route 6 Center Carmel, New York 10512 Dear Mr. Morris, The donditions at the sub - division site on East Branch Road, Patterson, are generally the same as they were when the sub- division was first approved. Sinceer " y, Richard L. R� New York State Department of Environmental Conservation Region 3 21 South Putt Corners Road___ _ New Paltz, NY 12561 -1696 914 - 255 -5453 /914- 255 -3121 Thomas C. Jorling Commissioner Re: Permit No. 3- 3 i o2 Y - 3 / — �- Town of �r.,,� , �'� County Dear PERMIT MODIFICATION APR 2 1990 Luri ; EMUS, P. C In accordance with your written request of Av-C14 ?, l?Fo the expiration date of the above permit is hereby extended to iJ", j,]L 31 9S All other terms and conditions remain as written in the original permit. Please attach this modification to the front of your permit. Very truly yours, Deputy Regional Permit Administrator Region 3 cc: R. Manna Law Enforcement d` stj 07