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HomeMy WebLinkAboutBP20-050PERMIT # SECTION TYPE OF WORK JOB LOCATION OWNERaC CONTRACTUR. EST. ✓CO # TCO # DAA LOT_,: FEES` HIV �� DATE /O FEE DATE- INSPECTION RECO� l DA FOOTING FOUNDATION FRAMING RGH FRAMING 2R&E INSULATION PLUMBING Eidf RGH PLUMBING GAS V SPRINKLER ELECTRIC LOW -VOLT ALARM AS BUILT FINAL D � f1jr)ishPd &se& 26� ?7 1 21: 5GU LefXaoq 50560 R APPROVALS ARB BOT PB ZBA OTHER AS-gUiLTlFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION f'P '�mos3 ul �Qbra5K� AT ld17 a o5D/M C' �c�o�"�$. Gl��'rpr 15e �C�'rl GcLl (O-!!lo-c)83 Eo4qert7rlse Oec4-Y-ica) l �f�l 2�Z( ) /71rfaj Comk �?- cc Le Imo" MP�I o� FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT THIS BUILDING MUST EE POSTE7i W17H A I�ERMANENT CONSTRUCTION iYPE 1DEN'IIFlCAT101V St&i�i; F� PRIOR TOTHE ISSUANCEOVA CIMP AS REQUIRED BY NY STATE LAW. BUILDING DEPARTMENT PID VILLAGE OF RYE BROOK 938 KING Si-REE'r RYE BROOK,NY 10573 OCT 2 2 2019 (914)939-06 (914)939-5801 W ' 04'oLg VILLAGE OF RYE BROOK BUILDING DEPARTMENT tilt#tttkiti4it#itti#it#ik##iitt#k#ti##k##tttk##tktit#tkt#ittit#ilk#tit##itkkrttt#ti##rtk####kt#it##t##rt#i#rtt FOR OFFICE USE ONLY: Approval Date: MAR 2 5 201A Pe it --C60 Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case Chairnian: PB Approval Date: Case# ; Secretary: ZBA Approval Date: Case# Other: Application Fee: Permit Fees: Li's ss*rtssssss*sss»iks»ss**sss»s***s»*sss*ss»»#rts»»srtss»ss»tssss*ssi*»s»sssss*#sss#ssss#sss#tississss#s#ststssi EXTERIOR BUILDING PERMIT APPLICATION Application dated: n 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. JobAddress: �/L//Y/205� b4f J/L y�C �P1JG5irL- y /���3 U 2. Parcel ID#: g�' Zone: 3. Proposed Improvement(Describe in detail): C'CIJSrl %�U1I^S/�LfM rAm/`y p-1TACN4/:) I WO-4-1 .&j l yl-TG1 A-i j6 6 AAeA h4 4. Pro rt Owncr. .S C /I V14 AB aloe_ AdCd�ress:iVAe 7/ fii it al W S /A1' .C� .9"'OL'r ti V Phone# �P4 22q> -S& 1 Cell# '1/4 22q—5A54, e-mai1 813�1v/�,2,T/t/YIG/�G71�,CD/Yl List All Other Properties Owned in Rye Brook: ti14— 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 10573 Phone# Cell H 914224-5056 e-mail _21/19 This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. 4: i 4: *4:*4: +:4: $ r,.4, Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: 17F-JP^l S1-40 -1- L'U2i 044,--1 D 61��A " , e0A4 Subject Property: 7 Primrose Lane SBL: 129.25-1-1.86Zone: PUD Please take notice that the subject; E!(One or Two Family; ❑ Commercial, 2/New Structure O Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; &Truss Type Construction(TT) ( Prc—Engineered Wood Construction(PW) ❑ Timber Construction (TC) in the following location(s); ❑ Floor Framing, including Girders & Beams(F) ❑ Roof Framing(R) ❑'Floor Framing and Roof Framing (FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood,or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§iaGS for One&Two family Dwelli�,"�. Date Ix ot,al /01a 01 �� I Datc Pt, ner Datc �— Not Public TRISHA MARTINEZ NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-19-2023 ..- I I/�, �11 ��i� �• -r •;17' i i ]is 1 1'„. ► �: is �.. �... i, ••■ •• ij�/ ',�► Z ••`•\,"'A _..______ PAJ I 1--IV - a /I // ------•----- ----- ------ —� 1 r If / •� Arid AOWAOWAA& , 1 fll ► 11 ,� ///OW"�/////// , ..-. .. ■ I / .'SII/�///./��►���/./. / 11 I - / �' O / / . I 1 1 /i / / lip/ / /�%r`�s',�•A �.�.►�� ii.�riiiiii�rii//.// - - - --- . I_ 1 IMR Aar op 2, T LWI WK V�7.!C401XA�VAJ ',i-�i�i�Mrs�.IriIi i(fir'„ Ii�', �r� I� :T r'+ — �I■ �I 7 Ir ; I�/� I%III/I I /III /1/11111_J`I//�%Ii��� I /////////V MA4r'j - _I��7.���1 i ri��1�� �I`. �, �� III/ - ,! t �r_.al I I rip./ / =k ���i��/�V.Im:�ii� I ���f:�► ►' ���./►��1�� II�.,,�► I Ell o p E .: ����II►I� • ► I ///A I� //� � AdV .• :fit•�� ! .. � . _AW-Will ,Ao �o . F OFIAPAN" M FAOO m A W,m", PA Fmi ■ ///////////////////.'. �7 .1,PFA IMIA rim r. FAF r U, , PAP dFAMPA50A OF WA i&VA FA all ---- -- --�lll ribi.VAN - , I,/.//%%_74 i ` Ile WOO OA i ! all �.i..*► I��A��.�..i/�fir / r / .�.. �./Ad. 48 Al .• -.. _. - .. .- tom �. .�- :�• .�-�•- •; "' FIRE PROTECTION • • 1. • . • •.. .. . . . . .• ..• �• ■. ■ ► ■. . 1. - _1 1 KIN F1 D V PM NT 7 PRIMROSE LANE - UNIT C I RYE BROOKS NY. HYDRAULIC DESIGN CALL AREA 08 SECOND FLOOR • BEDROOM 12 HYDRAULIC DESIGN CRITERIA HYDRAULIC DESIGN au.c AREA 03 SECOND FLADOR Day .05 MASTER BE3)xooM VoCing VARIES tl K 4 4 HYDRAULIC DESIGN CRITERIA How Moworm - HYDRAULIC DESIGN Day .05 CAW AREA rt fhb Stem b OwiQfet!to Obdfage 9 VARIES SECOND FLOOR KASTM BUMOOM at o Rate of .os GPM per eq R FLAT ROOF BELOW K Factor 4.9 of Floor Am Ovw a Rom b Am of Haee Aloam 2 Spa iftfl df 94PI�wl%Wd f HYDRAULIC DESIGN CRITERIA at the Rate of 32.2(P11 at .s PSi 0 U L fhb S�m b Oes11¢10d t0 OS at tlfe R Y f Floor � O/Am Ow(e. �q R Arw of � VARIES 2 Sp"m dw&MAW tiff Wdw K Factar 4.4.4.9 at On Rob of 26.3 GPM of 36.3 FS HM AlOglpta 01 rl is PA at tlfe R l �w Y I'llS�stem b b FLAT ROOF BELOW FLAT ROOF BELOW at a Rate of GPM ©� of Floor km Ow o Remote Am of 2 SOrHden ldten S oft 1111dw at Bn Rats of 20.1 GPM at 39.8 P9 at tlfe IP®f111E 1111Z'Y BEDROOM R? • STAIR �. 000 000 t• tOF • • 00 HYDRAULIC DESIGN CALC AREA w000 SECOD ® S HALLWAAYY T HYDRAULIC DESIGN CRITERIA Dernity .05 5101:1119 VARIES WAIK iN K Factor 4.9 <I 00000 How Alotaoe - W� /♦♦ lhb S*m b Oedww to R at a Rate of-,QS—GPM per sq IN of Floor Arw Orer v Renab Arev of • 2 Sprf km Wm 94P W ttttttt dater • at tlfe Rate of 34.4 GPM at 45.1 PSI BATH • at On R tt11011111111 IImE Y "A" HALLWAY � o00, •• 0 .00 • , My a • T • ti 0.0 4 BATH 01 t. I000 t IPLAT ROOF _ ' BELOW 464TV fill / e OOOF / �.�00 j �►' WALK IN16 ' CL LINEN s t: //♦♦////// • L i L BEDROOM N3 O tt 000 00, 000 Na tL ZIMU ON X=0 Root:SIM EE uocauEn a o'-r Eaar TW COXOOU rr rr HYDRAULIC DESIGN rr " VN? C? AAA tUN?A UN?"Cf" { BEDROOM M2 `' �^a 4 >I S HYDRAULIC DESIGN CRITERIA SECOND FL OOR FIRE Dwtdty 08 VARIES F/REPROTECT/ONPLAN 4 � f 4/ K Factor 4.4 SCALE.-114"a I r-0" Hose Alovarfoe - of Floor Am tfw 9 inRenfo a Arm d U'�y„�,.G ✓'' e t>yQlbd111th watw •►.. at OW Rate of 32.6 GPM at 41.7 PSI at do R IItO� Y 1 All pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings the following items are to be provided L No BYMCOL DEl10RIRI0N sTNSOL DEYCRIPTION oRANINe TtTll:BECOND FLOOR FIRE PROTECTION PLAN JOB INFORMATION and installation by the sprinkler contractor Head Cab net spare heads and head wrench per NFPA 13 , I�E1i�LL,IF�airltilal�Rlili108lIQ1Ir4 �fflKilftatN PROJECT.KINGFIELD DEVELOPMENT 2 All dimensions shown are end to end Provisions for flushing connections and draining of all pipe REVISION& GATE: ADDRESS:INTERNATIONAL DRIVE Cq 3 High temperature heads are to be field nstalled where required -Inspectors test connection shall be provided for each system [rrry eEYglpllgip1lT01am CONTRACM:0000 CITY.RYE BROOK STATE:NY ZIP'10573 71-1 4 All pipes and hangers are to be installed per NFPA 13 Hydraulic dentficahon plates 8 NFPA 13 required signs C-3 ��� � � �� �tlKiRghS CLIENT:THE WARJAM GROUP PHONE:19141 761•Z80 L& 5 Gadded wet systems shall provide a relief valve per NFPA 13 Ai �1 BETAl101ffiQail� CONBTRUCTIONr W000 LTD. F I R E P R 0 T E C T 10 N O piping Y Y P 9 responsibility p R 10 IBIS.E41tiLL'i�ftiKIl�RK/09rN1>eNgBttQN�f.KKA �tII/Wafll 6 All news to be hydrostatically tested at not less than 200 s� It is the building owners res onsibilii to provide adequate heat for all areas n the AOORE88:S INTERNATIONAL DRIVE•SUITE 114 for 2 hours or at 50psr in excess of the maximum pressure budding protected by a wet type sprinkler system and for all water filled supply pipe valves OCC1IMNM NFPA 13R CITY:RYE BROOK STATE:NY ZIP:10573 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 In when the maximum pressure to be maintained is in excess of'50psi and system risers to dry type systems "EREV SYSTEM TYPE:WET 7 A quick opening device is required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by an approved automatic au limmmi im OATEN 03127/2017 FIRE SPRINKLER CONTRACTOR CONTACT P.860.632.8053 F:860-632.8054 500 gallons per NFPA 13. compressor or plant airs stems specifically approved for and capable of automatically NEI�ll/AE iTGOl� AOdl9�ITt1NeKaTIPf•I Oli1T� w11ERId1 DESIGNER.CHRI8 JUDO PHONE.1860)398•SOZ WWW MACKFIRE COM a. 9 P P P Y P Y PP P Y • � 8 NFPA 13R app y as required maintaining the required air pressure 1 MEMOl®CIIIIN�1IM11t� PORT CHESTER of t�E1NIINOUEI/IINTII. TOTAL TWO�"ller• TOTAL Ties Jm- t FIRE MARSHAL EMAIL'CHRI8®MACKFIRE.COM LICENSES: CT:FI.40291 MA:SC•120494 RI:000347 ■ ' �:.'I: :1 :I I ■ !■■■■■I■!■■■■�'■i■i■■■■■■I■I■ 1 1' 1 1 •� I I■■■ •111:1;I l III Flo LA L - • . •1 .illl.il W L •1• •1• L\ f:�,,,,,:�,�. .:� �;,.,: •� IIII I II.-- ---I ---- ----- .11 • ill_ //mac _- —M`,ldlllllllllI Mill - � ------ — -II I __ i - I ---- II------ __ �a■ ���: i��:� ..-���■ �I �: IJ, -WAWA r��'A i�iA7 1q----w- ��r 'I �' .••• _:� (I/� / r�r �,� / I it I II Imp i,JTJi II. I .ti .lv /I I �� / � rl •,1 I �7'r•1 1 ... r ■1 �■ �• �r I��rJI 1��1/ �;'JI IAV. � - � F �� I � � :r 1 •7• ► 7' 7 .1 • --•�. .III — —- ��-- ./. all IF Eop 01 IVA ,ZVU v PAO V IF PPA VA radr, ® �II'-1•� � 1 ,� I �`� �', r•r .fir � ��� � I , / �' 7 7 IVA �►'/� I '..��V/III , 01 RNA ®r �I/��VAI �► ., .�I �;�+ 1��I/M►r i�. Ali / .:r�s•�� rug Y"I I` l 105 ii=:!II1�� .�� I I t------ FAN ol 10. dr, � r OVA ..., •�I .ii�III . ,. , r �I i ice. II�.c�i►' � IIVAF ��///.� �/�� . - AWI PAP0. OF 0 , MAI ,Ar /. ��� I 0 4 !z-ZA ol 00 ►.ate ■ �r, : �.'WAm,ii__-�I1,1I,II� /00 /I 1 I r � ••� � I'fir •�i�Ill!% g��. IIJ TA f - - . _� Ap V/All F I •. .. ... FIRE PROTECTION r7 c��n • FIELDWORK COMPLETED: April 14, 2021 Underground structures, if any exist, are not shown hereon, except as noted. The location of underground improvements or encroachments are not always known and often must be estimated. If underground FILED MAP REFERE��; im improvements, easements., or encroach g Common Area 5 p encroachments exist and Subdivision Map of "Kingfield" F.M. No. 29210 are neither visible during normal field survey operations filed August 30 2018 NOT BUILDING LOTS' nor described in instruments provided to this surveyor, 9 � P they may not be shown on this map and are not Subject Lot: 70 N 8 7'4 6'18"E certified. Known as 7 Primrose Lane 43.9 4' This property may be affected b instruments ' Town of Rye Tax ID: Section 129.25 Block 1 Lot 1.86 0. Privacy P P Y Y y men is which 00 wall wood have not been provided to this surveyor. Users of this N CRW Fence map should verify title with their attorney or a qualified nj w Fence `.---—- title examiner. 00 —Patio Patio Patio Only copies from the original of this survey marked Legend ____ _ . CRw _. with the surveyor's embossed seal are enuine, true wlFence O.N. 0.H. r 0.H. , Y genuine, ©-- Sewer Cleanout and correct copies of the surveyors original work and .� opinion.•A copy of this document without a proper CRW- Concrete Retaining Wall "Tl application of the surveyor's embossed seal should be PP Y ® - Curb Stop Water Service Frome assumed to be an unauthorized copy. ®- Electric Box •` Building Q PY 0 - Electric tric Manhole Gas Valve w M -0�- Ligh t Pole o— Telecommunication Box 2 `� �-. ®— Transformer Pad ir)00 �7 66 Q— Water Valve N � Hydran t o pp �. �o�o �o0 Q� Area4,105 Sq. - Fte C* � w O Open Ar / / / / Porch O W/Roof ­0 oo' To date, no Title Report or Abstract of Title has been Z © � Pavers provided. This survey is subject to a current, up to Pavers Pavers Pavers * Drive date Title Report. Hydr. Drive Drive Walk Drive Walk �a Property corner monuments were not placed as part of this survey. R=633•010 L=53.17' This map may not be used in connection with a O Stone Curb (Typ.) "Survey Affidavit" or similar document, statement or mechanism to obtain title insurance for n b A —Built Survey o y su sequent r�mir��se ��e � or future grantees. Access, Water & Sewer Ease. Unauthorized alteration or addition to a survey map Per F.M. 29210 7 Primrose Lane As bearing a Licensed Land Surveyor's seal is a violation (Asphalt Pavement) of Section 7209 sub-division 2 of 0 Uni t 70 , the New York State Education Low. SMH S-4-2 CB A-5A rllllllllll`rww9d for According to NYSAPLS policy adopted January 23, 1993, the alteration of survey maps by anyone other than the un Homes original preparer is misleading, confusing and not in the S In c. general welfare and benefit of the public. Licensed Land Surveyors shall `��� h �fe y not alter survey maps, survey plans, or survey plots prepared by others. EDCOCUMENT] To wn of Rye /000OA0 N E Westchester Coun ty, Ne w York ENGINEERING, SURVEYING & GRAPHIC SCALE o Zo 40DOS' �# 14 2021 LANDSCAPE ARCHITECTURE, P.C. IFE 3 Garrett P/ace • Carmel, New York 10512 JEFFRE Y B. D eROSA, L S Phone (845) 225-9690 • Fax (845) 225-9 717 New York State License No. 050749 www.lnsite-eng.con, SEP 2 7 2021 It Q 2021 In si to En gin eerin g, Surveying & Landscape Architecture, P.C. All Rights Reserved. (IN FEET) 1622 7.200 1 Inch = 20 ft. VILLAGE OF RYE BROOD Lot Maps/Lot 70.dwg p