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HomeMy WebLinkAboutBP20-121EvArIA INS Gs ,.SAS ' OWNS J Z/rrrq w/ {inishec� 1�serr�„f asoo EST . �'rL .��'Jl/1iIlIIL+�/i'd • 21 I A► DATE • '' iNSP� N R- F---CaR� FOOTING t FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING Z RGH PLUMBING S OTHER APPROVALS ARB BOT PB ZBA OTHER Samoa AS-BUILTIfINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION FlNISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT \ Ise • pao 0 c/e,4r;ea./ eo4Sul4a4s GAS S SPRINKLER Vim„_,/ J r ELECTRIC �J LOW -VOLT 0 y I ALARM _ AS BUILT FINAL / �l�/���, 3Sou•,�l Home sa�v/cQs Cow!° CcLe*,c �,I D021 FILicol SWOONS e WIT THfS BUIIDfNG MUST 8E POSTED H A PERMANENT CONSTRUG710N TYPE IDENTIFICATION SIGN; V D PRIOR TO THE ISSUANCE OF A C/0, AS REQUIRED BY NY STATE UAW. BUILD - R ~ RTMENT ® v VILLr E OF RYE BROOK JAN 2 3 �G�3 938 KING T RYE BR()O}C�NY 10573 (914)93 , ia)939-5801 VILLAGE OF RYE BROOK wW BUILDING DEPARTMENT wwwwwssswwws+sswwsswssss***s*s**+ww**ss**sfss**w*rsslfs«srs•*wwss**sfsstssfwssss*sfs*ws*sss*wsss+swwrs*s+w+ FOR OFFICE USE ONLY: JUL 2 2 2020 Approval Date: it# I Application# Approval Signature: A7n ARCHITECTURAL REVIEW Disapproved: ; Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Application Fee: 75 Permit Fees: It 43 0 4" fsiff sr##ifiiirft*lfsf*f#s#Rffff#fttfi####*f*s#s##*f#ffr+Rf!##ff�##*!*rw*tr***rllfiw*rr#Rffrrlfft#rtrlffri*! EXTERIOR BUILDING PERMIT APPLICATION Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. 1obAddress: PP—)11q910&(e_ 10b73 `�-73 2. Parcel ID#: 25 — /— /• 8 ;� r Zone: 3. Proposed Improvement(Describe in detail): A,*VJ ('y^-1-_re to cWe^J-Sf/JI��L A i I A0kk() 774i�fGi L/�1 L-+1�/'1 Kf"LWEI) OAA,-Z Iitr AA1n l L 4. Property Owner: S C y�L ��PA2r AlkS 4/�— Adafm: ktA&Rrn Al"W f 5/tiJi{1iZAIM'/oNAc- I�d 1 Z &W?/� /,J V /0573 Phone# C11q Zzy-505& Cell# ZZ "SGZiiD c-mail�Dut�/ `lyA�.7flll?Gr�GY,[P. L'G'r�? List All Other Properties Owned in Rye Brook: Applicant: Address: Phone# Cell# e-mail Architect: Address: Phone# Cell# e-mail Engineer: Address: Phone# Cell# e-mail General Contractor: SC Rye Brook Partners LLC - Jeff DuBois Address: 5 International Drive Suite 114 Rye Brook, NY 1 Phone# Cell# 914-224-5056 e-mail (l) 3l«1l19 } KIN FIEL EVELOPMENT w 9 CL TER MITI A r E MOOAIIENT C 0 4s rRi:kcl-i<= 1 NTERNATIONAL DRIVE TYPE IDENTIFICATIO14 SIGN; RYE BROOK, NEW YORK V FILE COPY FR AS-BUILT/FINAL SURVEY PRIOR TO THE ISSUANCE OF A C/0, SC RYE BROOK PARTNERS, LLC REQUIRED PRIOR TO ,AS REQUIRED SY NY STATE LAIN. 5 International Drive, Suite 114 FINAL INSPECTION Rye Brook, NY 10573 . -- ....................... .. ........... ............................. .................. ------ ---.........-- ---.....--- --- ----- --------------------------------------------._.._..- - -..-......_..._...._...._.._ \ - NYS Uniform Fire Prevention & Uniform BuildingCode: _............... ..:.....---..._....-....--.....----.................--._....._....-.. -_ _ -......__-...... ._.....-._._........._..... -- ...........--- ------ .......... -- -- - ---------......---------------------------- -- ------ - 0/1 2015 International Building Code, 3rd printing ..-____...__.._.__ -'�, ,, ----------------------- ------- ----- - -_- -- ----------------------------------- ----------- 2015 International Residential Code,2nd printing - _-_-------._..... ...---.....--•--.._.------ --------__. ............... 2015 International Fire Code, 3rd printing I _ --- ------ --- - ��,- -------- 1__ I I ..........-::.: 2015 International Energy Conservation Code,2nd printing - 2015 International Plumbing Code, 3rd printing I - „. ...----........ ._........... - -..... ------...---_...----- -.-_.2015 International Mechanical Code, 3rd printing ..............-----....•.---..._............... _.....• _---.--.... - - -- — - - 2015 International Fuel Gas Code, 3rd printing -- 2014 National Electrical Code �-��� ' �••---•��I•-•-•-�- � � _� �, F= FM _- �- _--, -- - --- _---- - -i 3 R i 33 r __ -IF 2016 Uniform Code Supplemen1141 t -- b �- - --- v. 2016 Energy Conservation Code Supplement I .......... - - 2009 ICC 117.1 Accessible & Usable Building and Facilities ri I Project Criteria: 8 PRIMROSE LANE 10 PRIMROSE LANE 12 PRIMROSE LANE Use Group: R-2 Construction Type: 5B FINISHED BASEMENT NOT REVISED1111111111111111111111 Area: 10,274 sq.ft. APPROVED FOR USE AS AMAR.Volume: 90 141 cu.ft. SEPARATE APARTMENT OR ; P10DWELLING UNIT LANS11 DATED. 7 Thurston Avenue Structural Consultant PERMIT - Newport, RI 02840 Cameral O'neill Engineers V E 117 Black Point Lane SB'�-# � �' � VS7� L `' j � '.� '- CordtsenDesign.com 401.619.4689 Portsmouth, R GATE APPRO I 02871 L 2 2 1010 JAN 2 3 cG�� MEPAP Consultant • R.W.Sullivan Engineering �3UILDING iNSPEC R.V I o K 529 Main Street#203 � ����W VILLAGE OF RYE BROOK C O R D T S E N Boston, MA 02129 BUILDING DEPARTMENT r DESIGN ARCHITECTURE .77 A*_�`AL_KDf;F .7. S- _T AD I-/_=-AL=LA=--I-N(F/ A=+-NS —--------------- AL.-P\N7,0-f;Kr- A_ ................................— -'P�F< 12 12 P/:�Tte, 3 12 rz ........................................................... ...... 0, 'o ---- ........................................ z Zjam' 8 Lu uj 0 c 7 8 u _ \ / \ A3-1 N > ui =_T=_F=r=0 N/_`7 A-' 6 / 6" STY__ _ u 113.1 ----:4 .............. ....... 0 Lu AS"INO A A: 5/s Pv-1-";V, R F =L - _O__ 0 r 4 5 2, u u z ad —5-=PPED NIE7AL 4 J L .............. TO 5I:',=AA_'L ........................................... ................. D.S. :I':. ,� i___LIL.J.J-I I y � !jII I.,! I E� I __._�-_•:.-_-\-_..-i- ;- • D.S. _A5P"45 A-A-L ;:1 1 j...... f\l =' 11.....-1i �]' I R 0 0. ........................................... ....... .......................... ................... I\--E;z5=LTioN5> YP.) ............................ ...............ID:\O,5W ..................................... ........ ..... ............ ^H 1/7 ..................... A5.1 (Y S!D-INS.5Y4";Z=V=A-' __j in 12 r -L= 0 D-S- 101-7 Lei A5.1 qp ARO-i-SZ, x 12 ::;0 __Z5r_0 A\r� ................................. ems..-....... ------- -110 "F. . .................................................................................................. -.4 r D;S. T.O.SUBFLOOR R 4 71 5 A L 2 Q�T 0 2 AATEK'411T=;7_ E-A!:�=Rt5(TY=.) 10 ................. ...... ------ -EJ I FIF ........... ........ z ------ LLLI! lij _0 EF-0 1 4t-:i I En Ll I'el Smr4l,'A9,Z Dj r'_1 I > Cie LLJ W. JNT.O.SUBFLOOR I /*T.O.SUBFLOOR 01% (D 7% 1 I I `_1 - 1\,5-5R4DE I ; I =-LAP,= LEA:�EIR IN70 C,4 6LJE:=-7q\`---RA"- 2 ON SONC.5-'A-B A5.1 ClZAINASE =AV:EfP,-E;;,'lZAr,=_ 0/__pl ovr-R 0 Sim. -------------------------------7------I------ *------------------------------------------------- -------- L-------- ------------------r ---7-- II 0-4 > Lli ILLJ (D -+_ E FRONT ELEVATION_ REAR ELEVATION � 0 I SCALE:1/4"=1'-0' SC4,LE 1/4"=1*-0' 0 Z U T.O.SLAB I I I I i I 1 -0 T.O.SLAB ------------ ...... ___._.____.............------ r J. :------------------i_J L--------------------I B z Lli v) Q < Q -------------------- ------------------------- L .............. X LLJ uj C) __j Li uj col < C) < UNIT"A"5E_-YO1: 5-Ar-K ALO-'V 11 AP 0 L\ A5=LjA!_-'F,00 -HNIS-ET E3FZ--K v 25 f;z GENERAL NOTES I. SEE EXTERIOR ELEVATIONS&SECTIONS FOR ALL R.O.&TOP PLATE HEIGHTS,UNLESS ............................ 0 OTHERWISE NOTED. MEETAL 2. ALL WALL DIMENSIONS ARE TO FACE OF STUD/FRAMING,UNLESS OTHERWISE NOTED. to 1=LA5,4ilN'r7 AT 3. 2x6 NOM.EXTERIOR WALL FRAMING&2x4 NOM.INTERIOR WALL FRAMING.TYPICAL, R-00F............ (TI'P.) . ......... UNLESS OTHERWISE NOTED. .. to z "E-AL r-A=_H K:5 0- U— AL_ %4001,45 1 ................................................................................................................................ ........... LU o 0 .................................................................................................................................................................................11................................... ()o I WINDOW/DOOR NOTES: I. ALL WINDOWS/DOORS TO HAVE MUNTIN PATTERNS,AS SHOWN ON ELEVATIONS. L_ 2. REFER TO FLOOR PLANS TO CONFIRM WALL THICKNESS. 5/,-lei TRI- 3. PROVIDE CUSTOM SIZE WINDOWS AS REQUIPED. L.. PROVIDE SAFETY GLASS IN LOCATIONS AS REQUIRED BY CODE. :;OOR5 A\D Ce Ll 0-4 P, TP,t-1 t; LL. _L, (1) al E Av-5 DE-.:OFZA-k/E F EPD%-,PAN z P 12 2 T 0 SUBFLOOR -------------------------------------------------------------------------------------- ----- - 0 FT� F-1!FT E CL L LF LLJ l lt_�LL_L�l I T co o UJ Z "-7-�;LAFr_ 2 r 5'::L ARE 0--%/N A3_2 Y. 0-64. COVER 0/=-R *�TO SUBFLOOR 77 L----1%-J L-------J r A/_�UN-5 ON 3)=L-=--'T;Z t:,A- -EAk:�)EFZ INTO 6_-NC,.FIFAD N 5H 0FZA7/E 2 Z A NAG[ 1 5-R=F'-:; A3 1) C-O%4-".SLA3 C; S H E A E;;Z GATE 56'H. A30\/-=6'ZAD=_ 0 E:fRE-5 < r4 I'N'\D'o4c N CN 1 1: K=---vi 5TrP15 r) SIDE ELEVATION SCALE:1/4*=1'-0' jk T.0 SLAB 0 2 81 B _J L- ------------------ ------------------------------------------------------------------ ----------------------------------------------------------- 1/4*=I'-O* F BERSLA55/ L ASPHALT ROOF SH'1 METAL FLASHING AT THE HEAD OF ALL WINDOWS 4 DOORS(TYP) tY __ 12 Ix PVG TRIM• EAVES a RAKES(TYP, REVISE A31 -_ - _ � 8 ZZW �a �aao ff A3.1 c b""K STYLE t `♦� PLANSH > c o WHITE ALUM. `♦ %PVC TRIM HEAR c W V °C o a- rn- 6UTTERS w/2"x 5" ♦♦♦ AROUND 2021 cc a O W m t c 0 WHITE ALUM. .` DOORS AND DATED U = cLEADERS(TYP) ` WINDOWS(TYPE C� II-Q) b �Z o ♦♦♦ STEPPED METAL a U -__- ♦� FLASHING AT ALL ROOF TO 51DEWALL INTERSECTIONS(TYP) GEMENTBOARD C. t_ 510IN6,al'4"REVEAL 7 A3 1 _ 12 2 T 0 SUBFLOOR - __ N10 � �--- -------------- t2'SQUARE--- ------ --- -------------- -- b' 'K,.STYLE ------- Lp6JJ4 --- -- - WHITE ALUM. _ COVER OVER 6UT7BR9 w/2"x 5" HD.COLUMN -'A WHITE ALUM. - LEADERS(TYP) " CN L D.S = �_ 11_ r_�I o � N I T 0 Lu SUBFLOOR --- --------------- --------- - ----- -- " PVG _ _ 6U IL I) Z - -- �1 0 I 12" ARE ai COL a I > o EJ co OVER 70 N 2x4 P.T.II W AD. LUMN ! NAILERS RECESSED W .� INTO END OF GONG. H B N II TO SLAB O 2--- -- --------------------- -- --- -----11 -- Jill II N Z W F NIS Q UNIT'A'BEYOND, BLACK ALUM. X Ff GRADE D CAP O W UNIT"A"BEYOND ND IL-------------------------------------- J V l J -------------------- --------1I-------1I----- --------------- -- V l I �I FI136LA55/ N 5RICKJASPHALT ROOF N� U/ SHINCPLE VENEER, W Q oREAR ELEVATION w/ WALKOUT .. o SCALE:1/4'=1'-0' 3.2 - - - --- - --�4♦ r r t-t, i --� METAL CH MNEY FLASHING AT �L _ ROOF f`TYPJ 0 METAL FLA5HIN6 1' AT THE HEAD OF ALL w1NDow5 a - ^` - _.._ ._..--------- DOORS(TYP) --_ ------------------- ......_.........---....._...---------............................._ _........_.... _.........._..............•--------. _.... -......------..._.._..._............ %4 PVC TR M ......... _ - - - ......- AROUND _ _ _ _ _I O 1,- _.. ORS wINDoHSA(�TYP) _ - - _...... s _ 0 00 ......... _ _ ....................... ..:... z � m r- - 1 IxPVGTRM• I N EAVES a — _....... ....................................... _._..... �_ RAKES(TYPE - .._.............. _ .......... ..........-----._.........- - ....................._..-........_.....--• .. ------..............................._..._...................----•-.........................._........._... _T RAILING DECORATIVE N FLAT EPDM ! ROOF- I. - N ! , 12 0 2 T.O.SUBFLOOR = 1 �10 ------------ -----------t-- ----------------------------- 12'SQUARE COLUMN COVER OVER cn PC.COLUMN ----- -- -— - 5 0 %PVC TRIM CORNERS(TYP) O __ 12"SQUARE OE I - -- ---------- D.S. _ _ COLUMN 36"H.PVC COVER OVER CL GUARDRAIL --- T-----� I - - --- WD.COLUMN Co - - TO SUBFLOOR _ ---------_----- ---------------------------- -+-- i T -- f --- ------- �-GEMENTBOARD o SIDING,5Y4 REVEAL $ ii--- _I�_I����L --_--- ----- ---- ----- -- -- ------ I f-T -TT-T► t 1--��--lT--ter --------- 12"SOUARE ELECTRICAL -- --- ------ WATER METER CLOSET I I COLUMN rr T7--tt-mot-rr FINISH GRADE 2 A/G UNITS ON I54UESTONE TERRRG; COVER OVER I I I I I! I I !I METER LOCATION w/WEATHER STRIPPED I ° -1 t tt -� A3.1 �'� ION GONG.SLAB & PC.COLUMN I I !! I I I DOOR 4 HEATER I !I � LEADER INTO I i-------- D ------J 1 r - I I `2 II RAINAGE I r-----------------j � • STEPPED SYSTEM(TYP) i i i i i T i i FOUNDATION HALLCN I II I ! I 11 11 I I i I 2x4 P.T.HO.NAILERS•Ib"o.c. i RECESSED INTO GONG.FND.WALL ; o B TO.SLAB - ---------------- --- ------------------------------------------------------------------------------------------------II I I I I � E 2 SIDE ELEVATION w/ WALKOUT o ! I I I �J SCALE 1 4'-1'--0' 0 2' 4' 8' 1 rJ L-----------------------------------------------------------------------------------------------------------------------------------------------------J Ll I I I o as a o u REVISED PLANS ku �P. W�� ;� o _ �. H r ^j0� =C 0, G W U Q E o coATp MARz 2021U = ��D WP U Z o Q U - VILLAGE OF RYE B � ROOK BUILDING G DEPARTMENT J1 COO UP �.............,•�k I i I I � ". I �O O( 1 __ Tv BEDROOM TV I \)od z BASEMENT I / �� cb I TEL D► w be Z SE ` _-. Q O I CL CV / O o EF / Z II - w Z � \\`__ I O LU I �- cn c m Q F— Q 1 o N 0 JEP Z MP-CAN / e MAKE-UP AIR �-MP-TEL � CONTROL PANEL O� LL. O I w m t\ I UNFINISHED AHU � a N I UTILITY U UUNEXCAVATED _ > 1 1 N N C: z cn cN O ZD 0o UNEXCAVATED 1 UNIT"C2"BASEMENT PLAN W/WALKOUT E-1 SCALE:1/4"=1'-0" Nn It'GUI UW,F firm a>Re am- KIN F1 v RM NT wor Ir,acraur.� � WAA,o0aNL1ED ro)n)c E>ost� � to 16',N+IB'[D`•fi$f� t3 17 I14 0 �. _ iAShL I6' _P- ,� +,ps,Ns+ NITER W CLUSTER A•-23.25.27 LAVENDER ANE S PRI M ROS E LAN E - U N IT C tZ +I =- t •_14,16,1E LAVENDER AN[ -� CLUSTER b• 8,I011 LAVENDER W Q 1 �,y CLUSTER •-15.17.19 LAVENDER LANE D rn RYE BROOK N Y■ WATER SUPPLY 41 F'fu � CLUSTER• -9,11,13 LAVENDER LW 117 1� Its �.rr��u CLUSTER•G'-3,53 LAVENDER LANE STATIC PSI. SO PSI (7e �-I !`� � CLUSTER•I•-2,4,6 LAVEWR LANE RESID PSI: 40 PSI 125+2°i R v t 111 1 � ,'F T ''-2,4,6 ROSE LW m z FLOW. t050 GPM 1D.,� }�t1+'a �� �S a-4s.I-IL I ON CLUSTER V-10,12,14 ROSE LANE f n hi 1 I +'� �+7 �II -- CLUSTER�•-3.5,7 ROSE LANE 91 . V s 119 114 it15 �� - C.LUSTERY-16,18,20 ROSE LW: s .' 114 ,3 117 112 13 CLJSIER'1'-9,11.13 ROSE LANE 112:nl i. Ili CLUSTER 14•-21,23,25 HO MY 'KLE LANE � >1u 4 f, CLUSTER Y-15,17,19 I104`fSt,CKLE.LINE pp�� In a uaeaaAO u7Ex 91z 113,I N� oil CLUSTER rw ww CLUSTER Y-9,11,13 H0!rf`rSUGKLE LANE W \\\ \\\ III"(BY Or") i10 1n CLUSTER•GG'-3,5,7 PRWROSE LANE C NOO'1$CREN 918 1 1 906 . 1} 4 � +f2s 'CLUSTER 1-8,10,12 PRIMROSE.Ala \\\ \\\ 16 L. F 14 5 ,,t SAS-EB-K-•- K 11.13,15 PRIMROSE tAYt \\ \\ 12`�� f m�IN otr� rtmt CLUSTER'INN'-11,23.25 ASMINE ME 0 \\\ \\\ n fig CLUSTER '-13,15,17 ASWNE.ANE NFPA GENERAL NOTES \\\ \\\ Y�12 +' +';'1 In ,,,ZTER env-7,9,11 JASMINE I�WE �! \\\ \\\ AS IN[101 Is f �f' 1s - 4 M9J UUE a1Dr of r t aslTo tads s„ 1 CLUSTER'XX 2,,6 JAS E 10 SYSTEM DESIGN-RESIDENTIAL AREAS(WET SYSTEM) \\\ \\\ Is ^lu CLUSTER 11'-1.3.5 JASMINE A[ SPRINKLER SYSTEM IS A HYDRAULICALLY CALCULATED WET SYSTEM \\ \\ ,4.'f 1 ,IS,II +'D CLUSTER 7 -4.64 MULBERRY COURT OFFSET HAVGFR � PIPING HAS BEEN SIZED USING A 1104T HAZARD DENSITY Or OS(PM OVER MOST REMOTE 4 SPRIW,CQ$ �-3,5,7 MULBERRY f�IRT A\\\ OFFStI H44GER \\ ♦ f` / 3 N f5,} t 1� It I!� IN A COMPARTMENT JSNG RESIDENTIAL SPRINKLER HEADS. ��' I ~ f gt0 MAXIMUM SPRINKLER HEAD SPACING-324 sq.lt. •v�c+f TRUSS OR f)CAM-� r`\\\ MOOD SCREW tl18+1,f2'J \\\ ,. '.T�Y'J /r•}SYSTEM DESKIN PER N.F.P.A./13R;2010 EDITION) \\\ WOW TRUSS OR SCAN \\\ `•�+S n /•, 1�/ �,f} EWK IV m +S O PIPE MATERIALS �, � ALL PIPE AND FITTINGS ARE BUZEMASTER CPVC OFFSET HANGER DETAIL HALF STRAP HANGER DETA/L O ^+3 CONTRACT INFORMATION AET.S Mrs 14 , WORK UNDER THIS CONTRACT CONSISTS OF THE FOUOWNG: O DESIGN AND INSTALL A WORKING SPRINKLER SYSTEM PER N F P.A-13R 2010 EDITION - .� z1 O -DRAFT STOPPING SHALL BE PROVIDED BY THE OWNER N C.ACCORDANCE WITH THE I.B. 2003 EDITION --- _ KII 8�[tt9AeG uiER -BATHROOMS LESS THAN 55 SO.FT.SHAD BE N COMPLIANCE WITH THE REOUIREMENTS OF NFPA-13R 6.6. _z: 'I S/TE PLAN 1' *4to of g 06f� �ODS•6 IF ad at* ALL BATHROOMS ARE NONCOMBUSTIBLE SHEET ROCK WITH A 30 LAIN THERMAL BARRIER ( I N Ts,. -CLOSETS LESS THAN 24 SOFT SHALL BE IN COMPLUNCt WITH THE REOAREMENTS OF NFPA-13R 663 ,_ 414 I AE►F GtE Wulf IIDH ORB 8M- CLOSETS ARE CONSTRUCTED OF NONCOMBUSTIBLE SHEET ROCK WITH A 30 MN THERMAL BARRIER r n - -- •�' -EXTERIOR BALCONIES SPRINKLER PROTECTION IS PROVIDED ON ALL BALCONIES AND PATIOS OF DWELLING UNITS IN ACCORDANCE WITH THE tBC 2003 EDITION,SECTION 9033121 .ice r 11 -ATTICS ARE NOT USED FOR STORAGE AND DO NOT CONTAIN ANY FUEL FIRED EOUIPMENT C � v I n^ I - BEDROOM I I i I L F I E i 41101111 STA1�\_• NOTES TO THE OWNER ^ PER NFPA e S + ✓ I I t I 6 9'MAINTENANCE _ 0 I 6.9.1 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPRINKLER SYSTEM call e I I i /1 > sr� AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDMON. ;' Y� 6.9.2 SPRINKLER SYSTEMS SHALL BE INSPECTED TESTED AND MAINTAINED IN ACCORDANCE FINISHED " _ ur I I I I� WITH NFPA 25.STANDARD FOR THE INSPECTION TESTING AND MAINTENANCE OF I BASEMENT , L 0-• P I e �i♦ WATER-BASED FIRE PROTECTION SYSTEMS. r tl{ tr'? ) / { , z A.6.9 THE RESPONSIBILITY FOR PROPERLY MAINTAINING A SPRINKLER SYSTEM IS THAT OF THE OWNER OR MANAGER,WHO SHOULD UNDERSTAND THE SPRINKLER SYSTEM OPERATION [ RN lw /"_4 ROM 1 l 6 O 1 v FOR FURTHER INFORMATION SEE NFPA 25 STANDARD FOR THE INSPECTION TESTING AND MAINTENANCE ^ T I OF WATER-BASED FIRE PROTECTION SYSTEMS a-i ^. 4- I 1), I I - n , 01 ADDITIONALLY [[^ _- 1)YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO PREVENT THE WET SYSTEM FROM FREEZING. I'• �- , 2)YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO MAINTAIN I I t 1•'iA jl o, 1' THE SYSTEM. 3)IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY --- WALK-IN -' I c I s• 1 / r _ '\v, BAM ■ i I ! o• 1 Nf ttTaac m,72tr sGtrED TNTFfSNI ILLY nW RILL+A a,•RwwL 1A11{A sana+1. ..,�- I s.� (�, � °�•-_ \I I � r � »f IN1ALi KUL'247'GMI EW LDS OCOM 166 WIDI ID 'A•• I'' ,WE Iff M sew.0-IF�U.Q a r IM41111e,--._ r �� r t 2• r M Mn:'MaTOW MLR'txcx OETECO ASM011 IM I�j r - - 5D3WED g illiftT WILAS wl OWA F MMA Ulm 9rw 9 r - / , r nah toot:VaTW ARLE DIED(OEIECIDI AS$Etfl1 4 r i YSar[D dTIIRRT WOKS 11411 CDITM A NICRA71:11eTF StOdfs O 10 � ' 1i I I j / •t} � � cos 902 - o. ,o s boe UNEXCAVATED u 01 / i 1• I -I Or YEI7411c MM'M'SDM WITTtRtIAU Yuv[DWr WO A WEIM TAMPER S11IV ---- - _ tY YCtNUC RmG Iq'AOOf EIO[D 20At:Wiwa RS R WOULD e11H I' t'AAE tfK 101 SIOCK SUM PRESSURE FAIA:C a I'IE9,TWst WW1: I)f OUI ID StPRY SPI••1F1I5 UNFINISHED I �, �� w co Y FRE SOW DIER Rmy LNE UTILITY � mr - X10 > • T1j WCINAC rent 74r t7o0YE IrCit ttx CDtIRa R6ER WeOID tNN u _ i+ O � 0 tat 1TPE nn 5}'a•IRR WO I'TEsvteAA T7KN -- -- I mi- - -IX YCWU,KU-7N•KIM fi"fM VALVE Mt'OWAIN A A'i4A IWIR SIMOI - - --- �tl6 • "T1 r I 4 ' I 2'r Ur t'Ck1tc Ilm•50'070m KUQb-F[REWQP --- --. - 90J - I �- - - - - - 2'11�kW�aIDW Dd1B[04D DEWOR ASSE►HY VH -_-- - SOtEtiED e7R:Y VXVES DWa OD4IW A Nrlraw IAIa4H Si11M _ BASEMENT FLOOR I ` ELEV=0'-0" -- UNIT C2 _ _ r "� UNIT'A" f. UNEXCAVATEC (/l�l/T"L'/" �F NEW y0 �ut3E Z FLOOR ELEVATIONS yy 4 SPRINKLER SYSTEM RISER©ETA/L do aiRST�FLR 0 SECONOENT TO FIRST RFLR9=6,0'-�° BASEMENT FL OOR F/RE f p _ -- FIRE PROTECT/ON PLAN r Z N.T.S. SCALE:1/4".I V" �pR�s`O� m SYMBOL LEGEND � v SPRINKLER HEAD LEGEND �• :.All pips:location;:are;t0 b,fielo-tied 7,JIev pnjl Ic labn;atwn VvIlaiher or no:indica ma On 1!:e drawings life tollavving ilems afe:.,b<:provided: DWAWING*IT�E:BASEMENT FLOOR FIRE PROTECTION PLAN JOB INFORMATION SYMBOL DESCRIPTION SYMBOL DESCRIPTION PROJECT:KINGFIELD DEVELOPMENT � O and instalhtiori by the sprinkle wn vac Wr -bead Oablrn�t.spare heads;anc head evscn,:tT)ter NFPr'.13 � 'tYOTA,AlCRE�IENCEPOIF' �� ;EJ,3lETFt491'x567rtHLCOK6I.OFEbEAi�s/2'NPT Fy5�•ri<DeGi�9�r�;.12 5 REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE '2.All dimensions shrw.n a1c end to end -PTU'+isuins log flushing cur.naciions and draining of all pipeLn 1EYdTI0N6t30410-0:STEEL / CONTRACT*:GOOD ::•.High temperature:heads ale to�c th:lr.Installed where ract lred Inspector's test connection Shall he provided for each y^ten. I-ADDED PROTECTION 03112/21 CITY:RYE BROOK STATE:NY ZIP:I C573 4.All N rs and mangers. arc tc be installed.K f NFPA 1:, t [..} EL VATIOIIAR7EFLNSfE)Fxft Q E ;_ILL ChdsOTtu 5P016°cCAChI::PE'�rS'f9atFN�+T WJf€2XkGTEE SN4pAT S CLIENT:THE WARJAM GROUP PHONE:19141 761.250 ' f' -Hydr;+ulic i;ieniificatio:i•)tares 8 NFPA•. required;inns r• .5.Griuded wet systems shal:I'ruviV,i a reliel rah•., Ims m-0) ELEVARONOcTOPOF_�l CONSTRUCTION:WOOD LTD. R R ■ ■ Q per Nf PA t 3 6.All no,.-;I:iping is to be hycrostalicafty testes at net less:hall 1C17p�i It is the bolldirg Owners responsibility I,:.previce a�fs!,t.cttr ilea:for all drems it the O RWkSLEs RES,.RESMThLHCMDr;..'U.tALLWF 1a7L•7NFI Wil gI75DED?EE,SAtR,Sn ADORESS:5 INTERNATIONAL DRIVE•SUITE 114 for•2 hnurs,Or at 0PSi in eycess'et[hr rl:rrtrtmurn ress.lre 1•uilKlirl"Protected b t V I,sprinkler y ! •>, I;>> f COVP_TsG:-wA ED-v&:4 CITY:RYE BROOK STATE:NY ZIP:1 C573 N" p F y FI a'e T•7t., in�ler s Stern am:for all w;+tt.r tilfL,e s.,.L Iv i:,L ral�'(.� OCCUPANCY:NFPA 13R when the maximum prr:ssurr to be maintairec,s in evc.ess of 1')Cp-,i and Syi!0M nser;to dry yiie systems. - -�� 'p`[�-' a:K9["F Ri56 ARE$115:H�OIRn SDEK'�[•SR0+47L:7 iT E�6 g'nmc;B SIL-RAUB SYSTEM TYPE:WET 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 � ?.A quid:opening devic(-it,-eyuired when-!y system',olunie evreeds Air pressure shall!7e maintained on all dry type systen,�b�a:':)Paro>,•ed autrimatic ai• -4�� ;FTLRMMAN P:860.632.8053 F:860.632.8054 DATE:03,27/2017 FIRE SPRINKLER CONTRACTOR CON'AC' {!L-uallon;jjer[JFFA';3 compresswo!plantaifsys.temspegitically approver forincc,lpable:�fa)Lunlatlt311} �EI�lriRE • rCC1F1RESDFMI)c-FE°F}rtsla►x�t wlw�€:75}r�EslltY�A1TiWIffFNS• WWW.MACKFIRE�COM 0 7 OROLtiOCOL'hGStRr E��cs PORT CHESTER DESIGNER:CHRIS JUDD PHONE:t860)398.502.NFPA'3R apply a5 rr•ge,ire:d. maintaining the required air;pressure' 001 vELIAIN;IIDmllsralsTn[$ TOTAL TNIS SHCR:• TOTAL THIS Joe: AHJ:FIRE MARSHAL E-MAIL:CHRIS o@MACKFIRE.COM LICENSES CT FT•40291 MA:SC-'20494 R1:000347 7V!RAL CONWTOR TO ADEIAHTELY 11SULATED THE SECOND 12'DEEP E+A�k_T3;.30?lq'Es 9 16'OC ~LERPIPE kG M THE GF WE101NSl1RE THAT THE I N F1 V R M E NT S PR I M ROS E LAN E - U N IT C 2 „A -I \ BEDROOM rr: RYE B R O O K S NYE W SECOND F OOR ELEV=10-B DRY PfIOENI~LIP\11 DR lK)�1 I6'DEEP ENIXEIG FLOOR TRUSS 9 16'OC 7 RUN ALL PIPES ABOVE H GRACE CEII AS uD / t MIT AS POSSIBLE 10 NIM FOR LMI(IIIIY AREA OT OISUUTON FIRST FLOOP. ELEV=10-2 c:.AKA61. i WD.DECK OR BLUESTONE PAVER Unfinished '5% C— GRE Y EO DECKING 13asrntent .' CONCRLTE SUB ' 0 � ` -- z z RAGE SECT/ON N.T.S. Y ABOVE N - a , u_ / , _IVING �//r////rrirr///, � ROOM / - MASTER - � I ' BEDROOM or W IPoY M BAS[IUD It am UP TO THE SECOIA @i SPIEIADQt LINE \.._. I A wo 10(OP OF Out raw 14 EC(D 1 .- Or LP no tlf oPEt: C 9-6 or ; , I' (] 2'CONTROL VALVE AND ALL UNDERGROUND PIPPING I / 1a _ �\U IS BY OTHERS MACK FIRE PROTECTION'S CON'R0 ]• i 4BovE - - - �9'-D' : •-, HYDRAULIC ULS1G[V DINING i _' ti + r BEGINS AT 2'FIRE SERVICE WATER LINE LEFT INSIDE CAI(AKI'•• / CL r �" THE BASEMENT FIRST FLOOR ROOM OI�1\(.RCK)M 9._D. 1M• MIER HYDRAULIC DESIGN CRITERIA ! 4TH� -' 9A.AJ^oo + 4 7'u40MAO TV(SMU DIM u[o0d AID Igo K s hil me(a(O1T M) Densit O5 / " a I ) I i -o' T'flume MA ON WU&WEII SI1101 t y i IN 1•.9,-1' '-' I - VANEhK WER r;u s,1101 My OTH30 Spacing VARIES , - �-- 9'-0' W TD of _ , K Factor 4.9 SEIDkD nDOR -' - 0' t t 011110 AO FRI MW IGITER ENE UP o' Hose Allowance owonce - � e� CL RN uF.I!Y-1' `\ // '-s /'s'., '-+ - K10 arm EAEt05lAE(ar Di1[RS) This System is Designed to Discharge Sr ffw%M+U>dt rML at a Rate of_5 GPM per sq ft - of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water L � _ } •� j at the Rate of 34.7 GPM at 42.2 PSI f-t at the FP 115C11ARG[1DOE V _ S(, RA SNRITADI W N GkW j -D - ST i' KITCHEN pc,,�,• �AREA T09 TO THE Rmt AaE e ( / , ( B_D ( "�`D deg - a~v 2• L _ s =t p Its 1; *'ClIt L a 11 1 0y, ol oos- RK 51MtlEEp iETIGHT or 5! _ IE 9 7 AIIIClpAS fRt SEI oAID tm afN /e$• ^YP�ri s� AD KTO THE WJANT an(BF no, 1� $♦ � i O ////// // ///////////////////////// �• �'� •t�n� St + 9• YAATIYPEOIER F1Di tAtFER 56EW t r-+rr _ ' P$ i, w1 I (� b , (I)r O>� 0 a c p_o a -r ?4 s-r -♦ s - - r��• �„ LAUNDRY J. 0 P s r o r AIIrjax rK sEm u1D 3KE up I , ,. ( KID HEATED INUMA(Br OM Cl�i o-6 - Jo-i -+ - + o -7� -� +' + EUCTM BTII =�' k It(1P 1Ro11 TIE v 10• t g /` GARAGE I W c`` RUN y'ImW PEE r wart 0 0-6 b \ AREA Tun TO THE I1001 ABM : 1oe FOYER i to ,• I DEN A001`01/,BUT I&UTO rEID K Putt WM CHOU 99 -— ar!:k tzNlalcrDa 1a1E - — - - 1FE AREA DIRMY ARM AtD BnDot UCN " - UNIT'A" 9�+tEa AND sPm+nFR 1u0 tt51 tE B,iuAlASTt9 tPrc PtA9I sFwaltR P� �r LAv UNIT"C2" )1�nR,aul.fc nrsu�� m+rRa wltE�,n,KIER><u wsER�tla t / UN/T"C1" FtEt tROHH e61AAtO1501Ha 1[At try DE ROOM ` �, FIl'nRAU1AC DESIGN MCI CAR MWO AN ADEWIATE TEIfPERAIIIRE / /; !'-0' ( C%Lt ARIA A n• YAIE ITPC uTER flfll SRfICN(1f+ODES) QECIRI lIIl C�I.t 1KC.1 n. ARM THE PPE AID 9isL.(A - 1`1R.,r I-'1.(N)R FlRtil I I(lf)R GAKAGF 1'DDEIEADIND ERE SERYCE 110 LKE W J (,ARA(;F /7 aETaAN+auw Kswual _ - INTO HEATED ENIMM F(O ODES) 111FCTC�61E HYDRAULIC DESIGN CRITERIA HYDRAULIC DESIGN CRITERIA '�•T 3L 2'CONTROL VALVE AND ALL UNDERGROUND PIPPING i� Density os IS BY OTHERS MACK FIRE PROTECTION'S CONTRACT I Densityos Spacing VARIES BEGINS AT 2'FIRE SERVICE WATER LINE LEFT INSIDE Spacing VARIES -rt W aEKGFWAK K Factor 4.9 I THE BASEMENT K Factor 49 Hose Allowance Hose Allowance - "owl Cox FIRST FL OOR FIRE This System is Designed to Discharge This System is Designed to Discharge R[SEWK CDMEn°fw+�SPRNW at a Rate off GPM per sq It at a Rate of .05 GPM per sq It of Floor Area Over a Remote Area of of Floor Area Over a Remote Area of OF NEW YO 2 Sprinklers when Supplied with Water F/RE PROTECT/ON PLAN 2 Sprinklers when Supplied with Water ,<Fi�,VpENEp /NSULA T/ON DETA/L FOR ALL SPR/NKLER at the Rate of 38 GPM a,4z.7 PS - at the Rateof 26.3 GPM at 34.2 PSI • of the FP 06CMARG[N00E'S J SCALE.14"c 1=0' I of the rc DIXI E NMI'S' y y c+Lu /N OR ADJACENT TO UNHEA TED SPACES % Fop N.T.S. ROFES`-+�O SYMBOL LEGEND SPRINKLER MEAD LEGEND All pipe foca:i^r+!_arc t�,b<,field meas.Irec prtot t(fabrication Vvhelhe!or no:indicated o'Ent:dfawincls tile:folla:'t•in SYMBOL DESCRIPTION SYMBOL DESCRIPTION g ilems are Eu tx:provided DRAWING TITLE:FIRST FLOOR FIRE PROTECTION PLAN JOB INFORMATION r M anc Hns'allatton;,�the sprinkle:ron:rar.tor -Head%abinest�:•a•t:};?a.:;anc hex.,Ev+enrh per TJrPA.13 PROJECT:KINGFIELD DEVELOPMENT ;(yO;A;AcaE;t�E9a(aN• �:1 9EJ13:SFC/91'qEP]RLil00ACFA�f{�TSPq't113+'�2'NPT KyS.�'�D:inc�r�32'5 ?.All dimensions shover ere end to end -Provisions lot fit shiny cannaciitrns and draining o!all piper -a CONTRACT*:01300 REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE CITY:RYE BROOK STATE:NY ZIP:10573 C•J �rnalsso5r0'o-STEEt High Lein?pefa!U(C he-ACES are to the field installed Where required -Inspecto's test connection sl)aD he provideo for e acn syst.em (F.] iLry;,T10NA?�EftA6:E)F:00R Q: 5::H3lEChdii OIfCe43F016?Ct�CEAIaPE+EE!fS'ItIMBI (db�•7X},^rL�E SH�RA3:'S 4 all aiprs and hangers are to be installed per NFPA I; -Hydraulic i(ienliticalian,)sates 8 NFPA 13 re(luirad siuns CLIENT:THE WARJAM GROUP PHONE:(914)761.2500 5 Grikided v:et sysle-lls zihall provic.:a relies vah per NFPA 13 [+os :ro-o> 1_l'ATIOIICrr TOP CTS'EiiE CONSTRUCTION:WOOD LTD. R P R ■ ■ Q•o 6..411 ne:v loping is!c re hydrm latically lectee at nut ies,'han 2U)p,i 11 is the building owners tesponsibiliN to previae actequat(e neat for all area:In.the °® �� Re 1,3Et'RESL'�SOEATi;LFK�iQyr;�E,I�u5Pa1Ia9!7+Ft Fw.�.@1511C?E.Ski R41r ADDRESS: INTERNATIONAL DRIVE SUITE 1)4 to(2 hours,or at 50 St In evicess of the maYinium ressure. 1,01(llnnl rolec•ted by a vve:t• r" f - 'To';'`-� - OCCUPANCY:NFPA 13R 15 INDUSTRIAL PARK PLACE,MIOOLETOWN,CT 06457 a p p Type sp!:r.cler system an..IOI all water,titer.st,ppl�pi;�c.•ralti:t:s CITY:RYE BROOK STATE:NY 21P:10573 when tilt mayimum rnssure to b,maintairec ib In t�cess or 150 tst. art]s•siem r,Seis to d vpe systems. �-/� PF176E.: <" :1e9t s'a15o'otAG(RES�oFts:ROR¢pDA�EAaLSI�1/a]t 2�I rej Ox ms--i Stt.Yaa1:;5 SYSTEM TYPE:WET ?A quiC1'opening devict ts'equiled vylien cry sysem•,olcine exce<t<;s Air pressure Shall oe rnaintainqa on,all dry type sy'stenls by an apv)Toved ai,tonnatic ai' -0'/� PST fi6DOAN DATE:133427/2017 FIRE SPRINKLER CONTRACTOR CONTACT Pr860'632'8053 F.860'632'8054 oellans);ar NFPA'3. c,�mpres;)(apllmtairsyalemSt)CCIEIC'7R)atpr!)Ler for rinC capable!)(a.:E()n}<IJCNIfy �FWWd .4 Taw'flrRESDM.C�FEiDENT9W.ER K&�4•(5)EGRSESHs'?=NIN VERX DESIGNER:CHRIS JUDD PHONE:(660)39B-5024 WWW.MACKFIRE.G'OM a 8.NFPA'3R apply as required. inainlaining the reeuired air pressure. O -7�GROOE�OOT�hGStHrltiGS AHJ:PORT CHESTER © o+ -PS1RIQ N,JNE Ltmr.TAGS TOTAL Tmis SMECT:- TOTALTMHSJoe:• FIRE MARSHAL E-MAIL:CHRISQOMACKFIRE.COM LICENSES CT11.40291 MA:SC-'20494 R1:000347 IKIN F1 v PM NT 8 PRIMROSE LANE - UNIT C2 RYE BROOKS NY■ IiYDRAI LIC DFSiGN XLC AkFAa- Cf•C6ND rLUUR FII-DRtX)%t 1_ HYDRAULIC DESIGN CRITERIA HYDRAULIC DESIGN C%tC'kR1:e, tiL170%)1 L00R Density 05 "A%nit nrDRrx)m Spacing VARIES K Factor 4A HYDRAULIC DESIGN CRITERIA Hose Allowance - HYDRAULIC 13LSIGN Density .05 (%t%RI-C.w This System is Designed to Discharge Spacing VARIES v1\Lt UKD A UUK Asn K Ia,:uKUUN at a Rote of .05 GPM per sq It FELT RQ1QF 3E_OVI K Factor 4.9 of Floor Area Over 0 Remote Area of 2 Sprinklers when Supplied with Water ; Hose Allowance - HYDRAULIC DESIGN CRITERIA at the Rate of 32.2 GPM at 43.8 PSI _ J _ _ This System Is Designed to Discharge at the FP 06COM NW Y' at a Rote of .05 GPM per sq ft Density .05 of Floor Area Over a Remote Area of Spacing VARIES 2 Sprinklers when Supplied with Water K Factor 4.4.4.9 at the Rate of 26.3 GPM at 36.3 PSI Hose Allowance - ---"� at the FP ZOM M'S' This System is Designed to Discharge I at o Rate of .05 GPM per sq It - - - - - _ of Floor Area Over a Remote Area of © Sprinklers s when Supplied at theRateof 28.1 G l Water PM at3a 8 PSI ,I at the FP 06CINRGE NDDE S' C --- - -— BEDROOM 02 STAIR iiYDRAULIC DESIGN S 1-1(KtR ! i1i HAI I MA1 HYDRAULIC DESIGN CRITERIA 'to Density OS � �A�lk�F - Spacing VARIES �f tq WALK-IN i K Factor 4.9 I CL tP Hose Allowance t or _ o This System is Designed to Discharge �+ O , of o Rate of 05--GPM per sq ft _ of Floor Area Over o Remote Area of 2 Sprinklers when Supplied with Water I i of the Rate of 34.4 GPM at 45 1 PSI at the FP DScim W S' i HALLWAY v t IlL lee 4. �• / mil c � BATH �' ( '� -t - � ? 40 ' _� i r �► i / C i If WALK-IN i 3 C L / LINEN ? i � I B BEDROOM h3 i s=.o I -- —- - -- NO ALL SIDEWALL SPRINKLERS ON THE SECOND FLOOR SHALL BE LOCATED AT 0'-7*BELOW THE CEILING / UNIT„2" HYDRAULIC DESIGN rr �� C %Ri,a, UNIT,A„ %1 i OND I(x IR . UN/T C7 _ 11/111171 I)hDlt(M i%j Y_ HYDRAULIC DESIGN CRITERIA SECOND FL OOR FIRE Density AS Spacing VARIES F/RE PROTECT/ON PLAN _ K Factor 4.4 SCALE.'14"-IV- Hose Allowance - OF NE4V yo This System is Designed to Discharge of o Rate of .05 GPM per sq If �Q•y r of Floor Area Over o Remote Area of 02 2 Sprinklers when Supplied with Water r ? 2� 01 the Rote of 32.6 GPIA of 41.7 PSI of the FP 06CINR(tIDDE'S' `` 07874� y os`Oar SYMBOL LEGEND SPRINKLER MEAD LEGEND JOB INFORMATION '.:+Ill pipe IJCa'Icn•WL Eu be field nieaSJret'.pri0!If.,fabrication VvIle'h8;or CIO i,idica;R10 0:1 uii drawinus Ihti follavvina ilev'!s are;iv b,provida,d- SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:SECOND FLOOR FIRE PROTECTION PLAN anc ins:vIlatiori by the sprinkler con:tartar. Hear!Cabinet.spar(i he ads Zinc:held v"Iench pet NFPA 13 PROJECT:KINGFIELD DEVELOPMENT L.AI!+, v &IYUJJCIIEWTEPON' : iElt3:9FC/11'ILSD]lfl;L��CEAE�FEOB.Ts' I81'tIN'I.►4�.'fiEDG1 $I�rin72'S REVISIONS: DATE: imPn�;ions�hrnr1,are:end to end Provis- i xis for flushing cornaciic ns an„drainingr o•all pipe ADDRESS:INTERNATIONAL DRIVE C10-1 ELe�r;TI lia0iCt3;0:StM CONTRAC7#:0000 :i.High temperature heacs a!'e to h<field I:tstalled where re:;I.le:. -Iii%pec'of's test connection shrli he previ'lef!lix Cac1 ASS i?n; CITY:RYE BROOK STATU NY ZIP:10573 I,; 1•-6I E1ti;11011�i7EItJSFJF.7Y± iELt3:CS6o0UC<1ESP016ECCRCsI^P?DEYs�RMHi'7>�.<�it�7JC1CX0SNsp/gE CLIENT:THEWARJAMGROUP PHONE:(914)761.2500 4.All aipr�s and haryers are to be inslaU���i per tJ1=F�, Hyriraulic i;fentificatirin plates 8 NfG,:,;3 re7i:ired suns Gros m-o> EL-•v,itpNOtp�xS•� CONSTRUCTION:WOOD LTD. R P R ■ ■ Q 5.Griddi'd e.r:t sys'fenis shell ironic:a relief valve per NF"PA'3. d.All nt:•;piping is to t•e hydrestaticalN lestec at not less than<COpei II is ilia building owners responsibility t::,provice:ei!egi•aie nea!for M are:ls it ive (gEo evc.ifr,•r •!) ;EJa: RES1:CESMIRLNomor1.SWALtSPlala9.V7*I.1y4.§IA Wff.sati'War ADDRESS:5 INTERNATIONAL DRIVE•SUITE 114 for 2 hours Of al 50osi in eYc'es!:of the n a-tirnurn pressi)rC. F r p . i CC1T Bi cNEtU�)i iGE9 OCCUPANCY:NFPA 13R CITY:RYE BROOK STATE:NY ZIP:10573 1 5 INDUSTRIAL PARK PLACE.MIDDLETOWN,CT 06457 M t:•hen the rravimum prr:g,prr to be maintained is in rx::eas6 a1 1'"i0F•,i. art sysu:m:,sets to Cry::pe systems. �/-0' 'PEI35E�= ©- :E.13E`'�rSedulGcpEs'NISEIiDR¢ottttiSEEtiti:LSPrrl.a7t•';iiT►�.E.§�CEG;E_sN,:a:t:5; SYSTEM TYPE:WET � 7.A quick Opening devite is!eiuited v hen ciy system',Olurile excaaos Air pressure shall w iiaintainlio on all dry type SvsiPnin by an ap-proved aulon!atk.Hi• i9 1�Ib30'11I oaTE:03,27l2017 FIRE SPRINKLER CONTRACTOR CONTACT P:860.532'8053 F:860'632'8054 :,N)gallons u()rNFIDAn3. r:ornp•es�)ro Olt.;nl:.tirsymemspecifit•,Ilyapp:overicr'andcat><ibleof�,;r!Oniatlnal!y + • r+ Prlscarrv.c�PEnE►nsPn,i 'w-c.��1� ,a<E�E�^' titarr�ttrr�• WWW.MACKFIREXOM a wynx) W:GR E:C(X GSAlTM• S PORT CHESTER DESIGNER:CHRIS JUDD PHONE:(860)398.502 $.NFPA 1;3�appl;a�rrruireit. m.dnlaining the recuirt p air prenst,re' AMJ:FIRE MARSHAL E-MAIL:CHRISCMACKFIRE.COM LICENSES. CT:FI.40291 MA:SC-'20494 R1:000347°PELIW;IG.lIEl6RIGT;Gs TOTAL THIS SR[CT:• TOTAL THIS Joe:- FIELDWORK COMPLETED: June 10, 2021 D tUkHVV k Underground structures, if any exist, are not shown hereon, except as noted. The location of underground SEP - 1 2021 improvements or encroachments are not always known FILED MAP REFERENCE: and often must be estimated. If underground improvements, easements, or encroachments exist and Subdivision Map of "Kingfield" F.M. No. 29210 VILLAGE OF RYE B ROOK are neither visible during normal field survey operations filed August 30, 2018 BUILDING D LARTMENT nor described in instruments provided to this surveyor, they may not be shown on this map and are not Subject Lot: 73 certified. Known as 8 Primrose Lane ® This property may be affected by instruments which Town of Rye Tax ID: Section 129.25 Block 1 Lot 1.87 ® ® have not been provided to this surveyor. Users of this riff %e ane map should verify title with their attorney or o qualified SMH 5-4-2 tale examiner. CB A-5 Access, Water & Sewer Ease. � L099M?d Per F.M. 2921 O Only copies from the original of this survey marked 0 with the surveyor's embossed seal are genuine, true Stone Curb T and correct copies of the surveyor's original work and ©- Sewer Cleonout R 667. L-42.49 . . • = o0 opinion. A copy of this document without a proper CRW_ Concrete Retaining Wall Walk • application of the surveyor's embossed seal should be ® _ Curb Stop Water Service Pavers - assumed to be an unauthorized copy. ® Electric Box Walk Pavers Pavers L7 ®- Electric Manhole p Drive Walk Drive Drive - Gas Val ve C3 ptd, - -- Ligh t Pole Open © W/Rvof n o- Telecommunication Box - Transformer Pod WA00f O- Water Valve 'Q&-- Hy7dran t Q It o,0 75 74 Q o �►�,3 Z rt Area - 3 964 Sq, Ft. o Frame � � Buildingco To date, no rtle Report or Abstract of rtle has been m W .. provided. This survey is subject to a current, up to QQ date Title Report. rn Property corner monuments were not placed as part of this survey. This map may not be used in connection with a "Survey Affidavit" or similar document, statement or Pot10 Deck Deck I . As�BuiltSurveymechon�sm to obto�n tale insurance for ony subsequent I � or future grantees. I o Wood I � Deck Fence �_ 8 Pr/mrose Lane Unauthorized alteration or addition to a survey map bearing a Licensed Land Surveyor's seal is a violation , _ N86'13 39 W 50.07 Un!� 7� of Section 7209, sub division 2, of the New York State Wood Education Law. Fence \\ �'°St 8c R Common Area 1 for\� N'/Wir-e According to NYS�4PLS policy adopted January 23, 1993, NOT BUILDING LOTS' the alteration of survey maps by anyone other than the Sun Homes, Inc. original preparer is misleading, confusing and not in the general welfare and benefit of the public. Licensed Land Surveyors shall not alter survey maps, survey plans, or \\ survey plots prepared by others. Town of Rye Westchester County,f iV S T E Ne w York r ift ENGINEERING.,NEERING, SURVEYING 8c GRAPHIC SCALE Ir �' Data Am 17, 2021 LANDSCAPE ARCHITECTURE, P.C. 0' 20' 40' 3 Garrett P/ace • Cannel, New York 10512 JEFFREY B. DeROSA, LS Phone (845) 225-9690 • Fox (845) 225-9717 New York State License No. 050 749 www.insite-ong.com AS43UILT C ENT_ © 2021 /n si to En gin eerin g, Surveying & Landscape Architecture, P.C. Al/ Rights is Reserved. (IN FEET) DO1622 7.200 g 1 Inch = 20 ft. Lot Mops/Lot 73.d wg