The URL can be used to link to this page

Home My WebLink About1000-135.-3-35.1 OFFICE LOCATION: ®� S®��®�® MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ® �� Telephone: 631 765-1938 COUNTY,N LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: July 11, 2023 Re: LWRP Coastal Consistency Review for JOSEPH KADILLAK SCTM# 1000-135-3-35.1 Steven Affelt on behalf of JOSEPH KADILLAK requests a Wetland Permit for the existing dwelling with a 1,126sq.ft. footprint; temporarily lift the dwelling, remove the existing crawlspace and partial basement and construct a new full basement constructed with new 1,126sq.ft. foundation walls and footings in-place and 12" above adjacent grade (8" higher than existing); construct a second story addition to dwelling; remove existing masonry front and rear stoops and construct new in-place, at a height of 12" above adjacent grade; remove and replace existing cellar entrance in-place; construct a 205sq.ft. second floor seaward balcony; remove and reconstruct existing 8.5'x4.5' outdoor shower; install gutters to leaders to drywells to contain roof runoff; and to replace the existing cesspool with a new I/A system landward of the dwelling. Located: 775 Mill Creek Drive, Southold. SCTM# 1000-135-3-35.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP the following is considered: 1. Minimize turf with the installation of a vegetated, non-turf buffer landward of the concrete wall to further Policy 6. 2. Preserve existing trees. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney . Town of Southold RECE-I . IED LWRP CONSISTENCY ASSESSMENT FORM JUL 0 7 2023 Southold Town A. INSTRUCTIONS Planning Board 1. All applicants for permits* including"Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in details listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION �\ SCTM# 135.00 -03.00 -035.100 PROJECT NAME Kadillak Residence The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ I. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan,subsidy) (c) Permit, approval, license,certification: Nature and extent of action: Update, expand dwelling and increase views. Construct 2nd floor addition (628 sqft) and interior alteration to existing single family dwelling. Lift dwelling and replace concrete block foundation. r" Location Of action: 775 Mill Creek Dr. Southold, NY 11939 — Site acreage: 0.25 Present land use: Suburban Single Family Dwelling Present zoning classification: Roo 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name Of applicant: Joe Kadillak— (b) Mailing address: 166-26 Powells Cove Blvd Whitestone, NY 11357 (c) Telephone number: (917)622-0717 Will the action be directly undertaken,require fielding, or approval by a state or federal agency? Yes ❑ No❑✓ If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion, DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the'Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies, Page 2 for evaluation criteria. a Yes ❑ No ❑ blot Applicable In an effort to comply with the LWRP and minimize the effects of construction and over development,we have proposed an addition to the existing dwelling that does not enlarged the footprint of the dwelling,nor does it encroach on the wetlands.This addition and interior alteration will update the property and compliment the developing aesthetic of the neighborhood.The owner is also pursuing a new I/A septic system with the county health department as a separate project. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LV*rRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable F There are no historical or archaeological resources on the property. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the 'Town of Southold. See LWRP Section III—Policies Pages 6 through'7 for evaluation criteria ✓❑ Yes ❑ No ❑ Not Applicable In an effort to comply with the LWRP and enhance the visual quality and protect scenic resources,we have proposed an addition to the existing dwelling that does not enlarged the footprint of the dwelling,nor does it encroach on the wetlands.This addition and interior alteration will update the property and compliment the developing aesthetic of the neighborhood. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWIZP Section III—Policies Pages S through 16 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable As part of this project we are no proposing and modifications or work in the wetlands area or to the concrete wall acting as a bulkhead. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III — Policies Pages 16 through 21 for evaluation criteria ❑✓ Yes ❑ No ❑Not Applicable The owner is also pursuing a new I/A septic system with the county health department as a separate project. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑✓ Yes ❑No ❑ Not Applicable i'`•e t The owner is also pursuing a new I/A septic system with the county health department as a separate project. As part of this project we are no proposing and modifications or work in the wetlands area or to the concrete wall acting as a bulkhead. Attach additional sheets if necessary Policy 7. Protect and improve air duality in the 'Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No 17 Not Applicable This project will have will have a new energy efficient HVAC system and will have a positive impact on the air quality. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in 'Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ✓❑ Yes ❑ No ❑ Not Applicable The owner is also pursuing a new I/A septic system with the county health department as a separate project. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the 'Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ✓❑ Ye❑ No❑ Not Applicable As part of this project we are no proposing and modifications or work in the wetlands area or to the concrete wall acting as a bulkhead. Therefore the access to the wetlands seaward of the bulkhead remains accessible. Attach additional sheets if necessary y 1 WO NG COAST POLICIES` Policy 10. Protect Southold`s water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies, Pages 47 through 56 for evaluation criteria. Yes ❑ No ✓❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ✓❑Yes ❑ No❑ Not Applicable As part of this project we are no proposing and modifications or work in the wetlands area or to the concrete wall acting as a bulkhead. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the 'Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No❑✓ Not Applicable No agriculture existing in the surrounding area to this property. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through`68 for evaluation criteria. ✓❑Yes ❑ No ❑ Not Applicable This project will have will have a new energy efficient HVAC system and higher insulation values therefore will have a lower energy impact than the existing dwelling. PREPARED BY Steven Affelt TITLE Agent for Owner DATE 06/08/23 LOT AREA = 11,060 SQ. FT. 0.254 acres MOQ�E PONS (MILL CREEK) NPMOS 45'27'42"E PRS26.14' S 41'54 15 E 55,22 1'E 49d.CJ6 a (tie distance) 24.29' S 5? n;eh b conc footing conc gral \ rocks conc wall X metal fence in conc. wall FC 0.7'W J � FC mu stoop O.5'W man ` Qr *\ r7 28.3' W outdoor t STY FR N (� shower DWELUNG 5.6 v to 8.5'x4.5' z Z Q LL1 5.6 V W io 0p 217' 28.3' oe 23.6' masonry Q) �- J stoop ^� W W W O � o o fr shed on N (ON L_ 0 conc. pad Nto -- o biu o z L z p / drive a ,U N - g 2023 R=75.00' 6�`g22 A0� L=53.54 —�5ouiho1 1'ou:m a Board of Trus'Oer s .0 a e DRIVE IVF pole tt TLE \x THE EXISTENCE Or RIGHT OF WAYS AND OR EASONEMs OF RECORD, IF ANY, Nar SHOM ARE NOT GUARANTEED. NF THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE.PROPERTY - UNES ARE FOR A SPECIFIC PURPOSE AND USE AND THS ARE NOTJOB No. 21-215 FILE No. 1062 F INTENDED To GUIDE THE ELECTION ION OF FENCES. RETAINING WALLS, POOLS. PATIOS. PLANTING AREAS.ADDITION To BUILDINGS OR ANY OTHER CONSTRUCTION. UNAUTHORIZED ALTERATION OR ADDITION TO THUS SURVEY IS A vVIOLATION OF stxTloN SURVEYED FOR JOSEPH KADILLAK 7209 OF THE NEW YORK STATE EDUCATION LAW. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BFNALF To THE TITLE ooMpANY, GOVERNMENUL SITUATED AT SOUTHOLD AGENCY AND LENDING INSTITUTION USIED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONSOR SUBSEQUENT OWNERS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR SCALE 1" = 30' DATE 10-11-2021 EMBOSSED SEAL SHALL NOT BE CONSIDERED To BE A VALID TRUE COPY. FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No. 1000-135-3-35.1 DISK 2021 JOSEPH KADILLAK FIDELITY NATIONAL TITLE INSURANCE COMPANY HAROLD F. TRANCHON JR. P.C. RoundPoint MORTGAGE SERVING CORPORATION LAND SURVEYOR ISAOA/ATIMA P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, Y. NEW YORK, 11792 HAIR LD F. TRANCHON JR. PENNL LIC. No. E 631-929-4695 L'•. HAMMAW AT RAFTIER 712 RQQlEBOARD affirl)ON ElEPER w. a Pam _ STEVE AFFECT ORECd11RED FOR ALL N81 C.OHSlTd1'iION AND/OR NBRADDITIONS/ LYRICAL RILLSE STRAP 115E 5PP6p1 1.516 NAILING�unr F4;RAM!NG!SIFAMIN6 Mal FASTENING REGOMMENVATIONS FOR SIDE-LOADED, TABLE 3. ALL STRAPPINS TO BE I-V4 W6 6PNZE STEEL OR SIMPSON' STPECTI.RAL RIO&E WE SIIPSON 1.561410 FULTIF'LE-PIECE M'1Eh4BER5 ECRVALB?-1.516(COILED STRAP)ALL COIL STRAPPINYx TO 'Dlir E)ILDING ELEMENTS •OF L0N4YAH NAILS •OF BOX NAILS NAIL SPACINS HHAVE A MNM,M OF 12'BFARIN60N WALL 5,UD5(ALL ML� ARCHITECT STRAFPIN6 SNALL BE INSTALLED AS PER MANF.SPCLSJ roM' FOR LAilEC/RAL LEWN6 AT 5LORN6 -- RAF76t5 OR RAFTER TO HEADER CONNECTION r-- �,� ALLSTRAPPING i0 6E•Ib'OL.ACL C.ON ECloWa 1N PROVIDE 9Mr SW L5912B 5LOFEABLE HANGER I ta '� s xx, i °` ��,, n• ROOF FRAt11N6 CONTACT vt/P/T MOOD 5NALL BE FINSNED p/'7M"POST rW Sure .r oG. r on RF&4!m- RAFTER 70 TOP RATE-TOE NAIL® SEE TABLE 3.4a SEE TABLE 3.4b PER RAFTER NOT-DIP 6ALVANI�OR STAINLESS STEL. IN ADDITION 7'O STRAPPING t RIGLE A7IUFrlsR Tn 710P RATE TO STI.O CONINWTION SFAN SELECTION r/SIO.FAILING AS NOTED IN NOTES 7h.8 Q6.JOIST TO TOP PLATE-TOE NAILED 5ff TABLE 3.4D SEE TABID:3.4w PER JOIST PHONE:(631)553-6333 51t•P50N'NRA 'snn L TOP Aro BOTTOM BONG WIU 5 EB 21 FROM®565 CLO.JOIST TO PARALLEL RAFTER-FACE NAILED SE TABLE 3.5D SEE TABLE 3.ao EACH LAP PO BOX 762 2 BOLT HOLES ARE 70 BE 1}E SME OIAHETER A5 TIE BOLT ANO' I BE LOCATED 2' a&..JOIST LAPS OVER PARTITION-FACE NAILED SEE TABLE 3.90 SEE TABLE 3.90 EACH LAP 6REAT RIVER,NEN YORK II73Y NoTrALL CLIPS 4 STRAPS CAN BE MCINTED FROM TLE TOP ANO OBE 6 TLE hBEEt EVB2Y BOLT MST FJD13D 7}HRLLSRH THE RAL PRESCRIPTIVE STRAFPIN5-I-W.20 6A 6ALV.TO BE THWESS OF THE hBEHR 156 WASFEiS UOB2 HEAD ANO W. COLLAR TIE 70 RAFTER-FACE WILED SEE TABLE 3b SEE TABLE 36 PER TIE NAILED AS PER TABLE 3.48 4 36A 006FJ FROM T A C ALL EXTERIOR OR ALL INTERIOR, 3.STAGGER FACiI TION OF FASTB85 BY IZ'. BUT NOT A COMBINATION OF BOTH. (AS PER TABLE 3.4(3) 4.FOR A ICC EE-PIECES SNa TIE SPEGFI®NAILING IS FROM EACHPP SIDE t'LGCECING TO RAFTER-TOE NAIL® 2,3d Z-Wd FACN BO ALL MAWACTLR®PREFORMED 6ALV.CONNECTORS TO BE re ME4+t3t5 SIELUD ONLY BE UStO NtBH LOADS ARE APPLIED 70 BOM SIDE OF INR RIM BOARD TO RAFTER-EO NAILED 2-16d 3-16d EACH BO CONSULTANT. NAILED IN STRICT ACCORDANCE ATH MAN.FALTIRBRS LeuL. 6.VALLECONNECTIONS 5 FOR NAILINS NECTION S MAY BE DOUBLED FOR W04.OR TRIPLED FOR 4.OL. HALL FRWNG INSTALLATION REWRE8N5 4 115TFWTIONS `" AmsA �, NAIL SPACNS. 57D.NAILING FOR 70P LQ 71PLE�1 E BEAMS• TOP HATE TO TOP PLATE-FACE NAILED 2- 2-1 FIR TWT AT STIb TO FLSs'R A55@BY TO mq Cns�:T�u 7.2 ROWS OF I6d C0N440N NAILS 2'OL FOR 12 OR TOP fl.AT6 AT INI@L'EGTICS-FKE NAIUO 4-Ibd 5-46d JOINTS-EACH 51DE (.1 AFPLIC.ABIJ=FOR 71,119-STORY'CON✓F76LRATION S1 bo/m 8.3 PONE OF 16d COMiON NAILS A2'OLJ FOR DE M5 OF 9;16'4 I6'. S71D 70 S74D-FACE NMC® 2-IGd 2-16d 24.OL. FOR STRAP- (4)8 D GO447N NAILS A7 1f EACH l30 OF STRAP HEADER i0 HEADER-FACE NAILED 16d 16d (6'OL.ALONG E#iE5 FOR ALTEPA41E 04)10 D COMMON NAILS FOR ® TOP FL OR BOTTOM PL.TO SAID-ENP MARLED SEE TABLE 35. SEE TABLE 35a PER SW STRAP CONFIGURATION- EAC1 STRAP ChD STRAP-TOTAU 'x•."-a+isas fir. .� BOTTOM PL.TO FLOOR JOIST BAND JOIST OR E3LCCK:S-FACE NAILED 2- 2-I PER FOOT FOR 2N7 FLOOR SEATING TO OVE RIAP FIRST Ip.,,re rm�vc..z¢ FLOOR FRAMING ADDITIONS- (4)b D C044ON NAILS AT xrvxWre'snv�rr AT 571D TO FLOM A55Bg_Y TO ELL R ATE CONNECTION attr a•s JOIST TO SILL,TOP PL.OR GRDER-TOE NAILED 4,bd 4-I0YI PER JOIST FOR STRAP- 5ECON0 HC7R d STLOS BY MIL 12' uu.A • • BRIDSINS TO JOIST-TOE NAILED 2-8d 2-I0d EACH END EACH EO OF STRAP YRAP &.CCYJNLS TO JOIST-TOE NAIL® 2,6d 2-I0d EAC44 ED STRAPPING LWE R SILL PLATE , AT SiI0 TO Ff OOR ASSEM Y 7D SILL RATE COffiC OII rrb srAssa� rwo uws P BILI'JC1N6 i0 SILL OR TOP RATE-TOE NAILED }16d 4-16d BION BLOCK n (SLAB ONGRADE Al0/CR GARAGE WALL APPLICAIKXS) r------- o o • • o • 0 0 0 0 o CHASER STRIP TO BEAM-FACE NAll1D 3-I6d 4-16d FAC1 JOIST FOR STRAP- (4)b D NAILS AT JOIST ON LES TO BEAM-TOE NAMED 3&d 340d PER JOIST EACHENO0 OF aF STRAP R1P NdRAP BRIO)CST 70 JOIST-END NAILED 3-I6d 4-16d PER JOIST PLOT PLAN STRAPPING UOEt SILL RATE "" 1. NAILPK REWRE ITS ARE BASED ON SfEA7WN5 NAILED 6'OC.A7 THE PANS IDLE IF HALL �� .y 5N FAWNS 15 NAILED 3'OL.AT TIE PANEL EP6E To OBTAIN NIGER SHEAR CAPACITIES NAILING BAND JOIST TO SILL OR TOP PLATE-706 MARLED 2- 3-16dF52 FOOT PRE56RIPTNE STRAPPING-14%.20 6A 6ALV.TO BE NAILED AS PER TABLE REWREhENTS FOR STFWRERAL MEMBERS SHALL BE DOUBLER,OR ALTERNATE CON ECTOR5,5LCRI AS ROOF SIEATHINS Ip 3.48 4 36A OI06FJ nAre SNEAR PLATES,SHW.L 13E 1.660 TO MAIMMN LOAD PAM STREC7RRAL PANELS bd IW Sff TABLE 3b ArGp wru 2. WEN WAL19ffATNN615 C.ONTINCV-ODER CONNECTED M82�Sa,THE TAWATED WEER OF ALL MANLFACTIR®TIRE-FOR6N.V.CON4-CTORS r0 BE NAILED IN STRICT NAILS 9HMJ_BE PERMITTED To BE RExw To 1-I6d NAIL PER FOOT DIAEONAL BOARD SFEAMLN6 ACCORDANCE WM MANUFACTURER$INSTALLATION REQ)IFE ENT5 4 IN5TRE10TION S, 3. CORROSION RESISTANT II 6AL5E ADORNS NAILS AIV 16 6ALZE STARES ARE PERMITTER,CHEY.K 1x6 OR Ie- 2,Bd 2-ION PER SLPFORr N IBC FOR ADDITIONAL RIS IRRIENT. NOTE, FOR ROOF 51EA MINS AT&ABLE AW RAKE OVEWMLS,PROVIDE NAILING•4'O.C. 110 OR WDE2 3-8d }lod PER SIPPORr rOWTIOR R3f3.y. ALA24Fx C3LJ1.5 EFA MIN9 NITOMATIG SPRIN16L5 51'STB•£t L/LT180N MONbXIl7E ALAYB•}' ,s I'C SYPSSLM WALLBOARD Sd COOLER$ Sd COOLERS 7'EDSE/l0'PIE LV l dLdl3fa Ig waeina HALL 51EATNNS NLsmNAatl swLLClsTmNOWrNL®w `rAre WOOD 5TFWTl)RAL PAX35 ad LOO SEE TAKE-3.11 .�wrt Irmo al,vo wsTHLm d,•ruimAwt.rtx>rzrrm riaecsr�raEAom ween .Ca 5TRZnRAL FIBERBOARD PANS roEWa•tlPnwerrvmvnoFNPAn arDArwt w.vr_ 12' 116A 6ALV ROOFING NAIL 3'ERASE/6'FlE.D wfewDKENN015Y5ieb WiI1LID pAYlLaYX2NIXNPA A TNi IbILf SYaENIRS W A ownwncpasba mraraAw,veeewlsrwTrpont�aswLmauo.aoermsraxd eAs,C�� - 251.iY 116A 6ALV ROOFINS NAIL 3'61.56/6'FlELD w�iepwo /s er rps Drxp wasp es+r Inv c al mlra ..�„ 6YPUM WJIBOARD 5d COOLERS 5d COOLE S 7E XE/W FIE D N.valvNa nrmbrtmwe nesnrertlrbraixsrmroA mTaN.surxx HARDBOARD 8d Bd SEE TABLE 3.11 NO.DATE DESCRIPTION ®RLEpfd9>r5srst NNua swi.ff WrNLmwnEMlw•61n-wilatl� LxvAcxsembuaad PARTICLEBOARD PANELS ad- bd SEE NLWIF. OI 0B2622 1551.87 FOR RH4BN s atua�.v.rw¢sTw•ri wsLanpwRoee�s�eos,vomi/reairwr PA60MAL BOARD 9FAMIN5 02 10/12!12 LS6LID FOR FILING wvmnraw_.mAouorvarAaeArrcswweLnos caweLpsurrslaw Ix6 OR lxb2-Ed 2-I0N p8291ppORT 03 02/0&23 f5%W FOR SCOH RUNS Filr( SMOwidIAY MHABdN MM ffT1EB111EID1VelrlEYli4ASbiE AWel esrALLma>�e wsR LLea swa sPd�ra+rleAn,a m+rlwellas ROGF&1EATHIN6 ATS WN1 511EATHIN6 ATTFY.I1MENf DIACORAMS 1x10 OR WIPER 3,Bd 3d0d PER SUPPORT rvavcm TNT T E LODt IF8 61 L�6 T Wx aE P11 sTOH®A1 TE Yrgt IAti pns van tae N..1a.•r1.1 cea.el pw rra.aaxr4+) FLOOR 9FA7NNS rrel wETxwcedGaNAaptl rEi1.a�rose WrNLmlmew,wwrrronL ueLa+swc+IE.VAa+zsresswLeepravor�rm MsulANweenwrle TAn P Pyin.V;T STPLCTIRN.PANES ALTNMILPOIENA1a4W1ALMAreN1 Q'TE0116tHMP6p11NrORRP14Wr. LIVERERL170 KILIPM CRANAT£MD VRJT PP2 ne,uALSIvwLearArar/Ineew,uLeur.Treasl av amLopxeLL+es ['OR LE55 bd ION 6'®Cf/12'FIELD 1rnt ILL pBemevxAsuam. plow vnwe 6REATI32 THAN 1' KAd 16d 6'E)EE/6'FIELD �pleanrriixxe wr aMmaDl.e�DElEALYbeNEFHe•11B)roll eniletr DIAGONAL BOARD SHEAMINB w81ATD pACCabNCENM56:TLN astlTa u Ld OR LRH 2-8d 2-1011 PER SLPPORT a4l�d9apretraamciaL nernar�rlGsc NAxtlawL maTre nea _ WO OR HOER 3-M 34Od PER SR.PBORT IRriW Y ip8t iRN m?BADd9 YL01b YIBI ACN IOIRb tl S.11D 1&M A[Ol tWJI15Ptt{OR.V:x1911! 81GTRYN rwDt Stln3rND11@IiR1WRYMHttlp�dPl®.SWLIC�rEfbHLiRlIABVIHf! SECTION Rill)1•EANS OF 66R�i6 1.emv e°i90VIDlr NOIrTWTALFlOIK.TIe SNTG OTm TNTTfGC Ffi]x®TW D•19A.LYYna.4: P"}'[✓F.�Ti2)IFLibl3CA`NNif• LH18Mi1®TO CE a1 AY a1Y1E HFLTNV111i6t5Y51Blat. wN NrBaxllNTaOHSO�Aa N.rHNria{aWYf OFtDOVNGY,Aialial LR f✓BA'.Vb1MAGLlDNYE' WICFAM1h• 6F}m.4®dATILGIa[�[OPUIMILMIpafi RpaPTS..d ORIWrtHd Met GR p]S R98 �7tN�IVRWAl169,r.1P/wtasVaTYNLYWM TESL.®11/IF HACVOHTETSAD NT ai liFiFD9e5ABa'FNGSOg 9W1Rwr BUILDING PLAN REVIEN NOTE: ERSIW e•avruDetPrse r�Art I»'.w+aw.srm sNaNnpwL�uxmatlxamwLleDixwilean¢paplArm7ooEGnr Aeon nE rzvw�e NT3NTatIXYb'EWO'APNGY,AnwMIW IlaK..TOt LlVllFfldT4®NMFOFNMOBAS� QMN91rro AiWIf 06TLT.YM0.2 TE106TF®ta'T[flltl(r.MVl7tM B09W122TMIDW9V1L T3dYNT'pA1FfH M5TOP YRiY BY IRBDpl naamw.s WARMS bJ.,GBR roAWLL SYVL INVEAY.�a`rb11891TW Wrffl!®1TepW.NDTexAW+Kt aC1�ND fNSA KMRE LWpxV1.55WL�IHPiR®iO�M6WP!®9IAIHFI.PoSTKT¢Nd r� - '^�•-.�. -�.-..�. • 2m:tPt OFAvnurz nFRw,i,SrMwe Fw�irbW9rNTbtl wa51w1 of AtLwm o.9t nElwETilEb. 6SLf�AT EAd BALd6 Gad4R1 T!r r� u4-- N/R6hreIDMrt®,RrCN¢'®m:AIA@1tl Le51®fOR9Ot15EMmNttnsoY.•w t1N��L' FP`fr F „ f IbVxeEAWaB aI•LL xAYE aSNCTYDriHBITNHdI91aW9TOR FgEGR GHtBJM MlNVI%655WL�a`aE GF TE MILHN9 RTE CR FPOV¢E HaNNBrt Ei>A ITdflR1tD AT FKN 0+138FM(aYUt£bXR.WflI A AI.V.IbMAIa! 66�� Aw+oaaswxAc uAza+vs s�rot.wLlN�re Aro anscewRE'tet�rw ucrEs,vowraE.rnalnrxa5r�ernEwrovAd gIQO RLY.R A7TAO/.HRT }'E1�� _ ALEN>TG'wIHLR pWL WKAfWEIaIIRBFi1'pa'ATIEbr4abENDA'Of4E Tp ixW 64H LbEALMAIWarp arVb rKibla' _?)I ( ' ��` }Vr lb B. REOA�FLR NLfEI1CQbTdGTKN NO YYQO flOCR ACpf1pFJ A,4i Wiat DRWlT STSIB£s• Lff K68L9rt CFNLOIIEitsY51BC N09WL fOhET TE1ClTH T)TE 1 ri R 1.1xA renE,atsEAiatTN+o-w.r/65wLrmmEAeRAv.•eFraLs9t�v.aA atmwSmBaTEt&AE nE N�1aKrYf Sea TM50L,a1 ZIP RwwRFs ly f zwL aen1YDMAaswLzcrw4 xM lrA.srm.atxvLYeearm:TVLsircarepa ne FN'fipL.VDAweaEAc�dawr prAL care praaRArep,I✓lSII�L'C a ran I�Rw R59te rv®Raxee'6 f.L.. t�Ta SYib15Nt1 AUl ABLYTOIbI®NDL•®IDfORYae wGTYG tlbti6 Wtetl 'tEKTdG dalllTalS PYde9wi MAiETPaTKptP TEPgieL iN9lriL�LBwal•IL CwOwERAATlPMi 4'b lYMroA{aB TNitl y- m TNX FSV IYAB edwrKDLLSi wObl a'TEW ilrlEr•.Mplbnlwm:WAWMAtlTE 9E W[f595HVLft{W wOEroA ITEt•»�TQt NLIBiadSTirGlxllAwAR IBI KOIIYlFi1 a� f/� J�i� w !ffialtd�llutYowta,wGi99wLL iaamtAre arnean9D5W nee.¢DW Eewei[SGT IMarwoe w.LOa ea55rwL.Wv2 A——o=oa Wit QCR mum®11NHt[la WAD F•D6i5J 5a wru•Rc..rat ALDITIaLLL rro3 TRK "UN 2023 1 { reomvrxpswL eexAllODAN2 Arm neWret iGi•®ts WrAllAMI piawmewsmcnaRr.rrawL�ww�roartarmdrmm�L s ' Lurs StwL reaONrz IOlIC6rWx5l{53pMY0•FGRMpEw 5FL77aN R31155TNRWAYS r-3 S-0•on `tRAr1�N NO wtm'1eAl WLTNIDwtVTOG•Yb Aw ro MMAMDICrrXRiap 8+ • pt 1 �rR®IslAR9 Aw�1®IA TD SRAYAw TIA%PTA@ R,�• NRl(Q*.al L a90e5 ra0ltuavD4 epwei[LGTrWOurxllbWLfEft�MxA•K4RKrOANR SfAJePs SARI �j�t �QfR� pM916'OG -______ _ �--� x>rff WDWmArrIE wernsmNlL� SrMnwnawL x>re:traTxw x IraE w aswrawATST,.rowrs�m+e nevea•il®nvmnn rear w®cwb 9L•u a wR.am nramRwAleoraemcnex p newn•e lcunaE: IHINLLIDItM NDaewlnelEa.•®rE.ttxarwMrt.xvaws.rwLwrr>mr rNaEmrtuwaaeTel smetrite L cwaevm�,la3oswlwuwbramlwe rrewbnra,m�/mAw NlDygl��TEONAEIHt a'TEEVWGT LIG 514.11 a'AS IPwL®eY TEaOTE STAWNYNOTEI••WaFA¢140MtF TESn.ONY ATNDeHwr m:IlVmA1.IHstr,d'llel•T MHOWevtl, gpyLa.R.p tpSMI Ot STKLi�511D.1A5raL06 �� QE✓b WreetL5nN9ND ne rwarbnaetl wsrNLAmxaeraerae •t11I.IDrtFIt'b mWA'e vbElaeEAxxvAa tletlrNLma cesaeNoa.aspDE GvoaALSNE •I «NL C 3tJa;'i1 Ci Tr SOH aTIN SPR> LL VdTY/ILYAl TEl7L1Y.NOpwAL[.x9v �t,♦��TUG1Ta10.GR• .10lCE lLKFNIDMTq WGTaLrgL NDVHP - �' _ -_-__ ___ __ - _ ---TO fL1MLTTELQ1Bt T)TE EgV16TOLT 5T51B15WLff LM1®T) YE1P �TlYafltW N.SrN5Nr55WLfP MAilLW1•NP MNRtlIA 12 ICtiPG10NLYKLOHNIL51blEtP�bbr@rOJLb MQ (Hbll4wrro Euam DtnT ND Sa41 a5LtlnD An LABSID pI!lGfdWGENixLL ]W _ y R51132HBAVFOM LY.(alAT9apALfYVOXg(aKPNIDV�Nb wdd]1rNYA®9b1A9 •..�' R"maa ENNLaT wGSwIVLftl061eG1®LFAMraWff Opp pOt INA RIfOMETN MKNIMMKRYM pALLPAaa a'TE STIBNYSWL NTff IrYa TNY6Y'1FArw®VBfrkAllY pGl [¢FjINVOb SYDll1 HIL0A 9PfA¢9MNY1fRRlA9Bpl1EOWLIbiLPAWiatl EVN16T L1Gi55V11 TESL.�flNIMAOG iIl I18ID NT%atIWllTE IiAA NFAO:a`TEINOM./MT6X 1 WfEVID 9•A�gtl®LAM 5T31BBAr TI r�MO B)RM6TENN nDrrPulacrmNd s�wew.5oae W rAsrtloEeEva NM+ereD pro ne aGv peaa�mA�oaetSiArt.awuwarlrtxvecwlrae¢x PLAN FRO.Fti NAME: TBAIDD STAR IIRPADG4f2KEL a KO'!N>J MLb.HTRwBaGTl VL10Aw pIOK®e15Awlitaila9. aur. KADI LLAK �ayl�mtt rlE MAxID1 Bt lFlall9{41ffb-V49YA0 m:W5at9NLL�16.91✓®VHRIUl1Y L09•ttp TElNIHaALiWlB 116ANILM9KeaWl.lbrRldaltrorol@Ti1e SM1w1E1'H Au roaL aNLL tEerea DveD irEuisTrsdAU IN1a4•LNNLPAl.1oll,ND OTetpmamE n+ratl aTY®4LF/OpGa�oP nE.wwmaiaD,os m:wEArarar WvaNlwAwaraTcr srlae SLUT.wraren Asmeasaa,.eens a Ld21ax7L.YLDaD lBi rQdt„Are wrLW;LtXEA,a aALTY1FKM aYA.Tntr QPLATaa AM'paR wi OEFLi TE S�H18TelrMETB(1D pfH a idTEr.�ptl Wa..El5Aw1i�,��,Ml,!'�,L 5•SO.x Ll6•rL�b �qf RO6 ADDITION TE WVW.IaHALM15WLL.ff 9TDdID BYTE A'AIxrNL p,ADW rtC�wE .gbh. r uuTrlaamrsAetaR.Aw.wtPAcnAmtS wraG/wrrraeeoKnauLLx/stArt wse sNuee raps »1.TEwRLp n�•aLxrmaNu eea erxz nEnsVaiawvwLee lEAvr� n waaraesLwa¢SaAnnssxrweLaealenamAr ncuea PW FF1:5111DA55[NI wICPN•LSWb�B![aR.RWYIFLi NI AYNB1L11H+W3raOI1R�S Alp All wDLMNLYtE1lErtlEV`RIIGLflNE40P MrwBYbT iRxlLTO.Y LPADJLBlr 116 ND ATAba1TNaPro / weL16•rTsa'AWML rnwe.iil.MTE L�I6GS6II6GlOO WAW NDDLW]IVan4IalH56tf00l.wPiE,6nW rLKiE a/P.Y,W L9rt 9l41ff FAtlJD Gr7TfA5t�Ai TE TBATSIF B8.TE6EATSi Tab[�t11NTutNTftL91TOF5W255WLwrE+®TE4VLf5ieY1O1E a�wvm.F bcrou Pwb r«xRAc srsnx Au raml�tN.eS'smrLve.aLasonea� nNxso pxwoeensasswLIN.EArowdTsbrawa=a vaxslr sraroAs,,a KAaeaTad�E raw+ ftBt'rrn wed oEao�rtaAB.re+avaTlacmtAro vsSrrltraAminrJ STREET ADDRESS: 775 MILL CREEK RIVE IdiaY®BYN.eBb pDaE WpfAbillHa RlABatro VHaYALL NIeBW PHDIB@TS pFlw INT 95N11 Ta�N@ETE TRIaS NE xKOa@L YOL6t TRF �SNVLIN14Ar0Wllrlffb[FPIMWb KJEATAW KIXr. PLATFORM ON TOYER, EASTMMION raPanrrrx�ttxraem7rexrs cwemGrGxcae NLmWroffLowTmSo,u rol•armrG�c pbvse trTGt,v^'rLreroesr.�rreavAn3rpNait nava Al nEuonrwL<LnE vwLwrexam nE awlc9rer ��•��, yygE„�gt 1 STATE, MIriV YORK Aw NLII WLrb ranDYoret vM ra.am•sRE mrrarQ SbWebasrElrntAUYIRtl wE mrx»abL rcxrwww.rwseay.Famze Mtp rHb&bv WKlrcxlLreM No eaTs(ITVE POSTAL CODE. IIY3r1 �t•tl�GMPANe W OMATIEATTEIPIDaGaXX W TE 1fEM 5W1 B?MJ ar.1TATNY 9tb •.4:. vrx A Imus rbrten mwv47rpenwrlaE nLw Wr vbE SLVL Mwaam orsrAwwTswxSaDares LOTS IOCq-135-03-35.1 372.2wA11 TO WdI ASSEMBLY, lleaEK6TNYsaT�iGp SxNL ImG�ire 0aL18TlvitlebeGnLp ar ll rWx as anlrflR®tTD / �• / `�' CQY�1¢ •RPSaT Wag 511E N1'BEt: WA SrWEAKLDdB TE MJ' KIIELft80f flLptSNO WOpA a�Bltl Lf NGM 9NLL wTEEJG�VJ YbI d STAYro SroRY Otrr L110W IiLMIPF9t5roaYAW1STD iO LaL9t SroaYWLL 5TD5V11lFd/[CLfbAVLE Mx �`�CE VHtNIL ORSOfID rA]IMIMBFd.¢GF TELG•DnGO;'E6rrE TE/DAaTR AT NI MbLPHT K'IE d //�LL��/J//��%%��j��11�//::rY•.��''''''��s�� PapA" aRP"Q(r1P5 a��I� 11Ea arRCPlA[Ie3.ar TtE50.NW8NS{RWLrnMT,ae50MBILRSt5rWY1N1LSTD$A/EMT I�RilEPASSIFB $�SALEi8M1®.NbV¢®TNTTEwHW3aTYE131TOb3rxE.pn ate• nr�•N^.//;,y ` ,-�'D- 1 SECTION .',>o4 GENERAL NOTES ILGAi®C(ELILYM0.EIwet STRYINLL SM.r1E STD55NVL�AnIw®roALafgllB�tMnEdCpt �fr�.[]ry• N89.YRRXIRIT W!lGilab wALYCWAYI'.IIM TATv 54. wsw 1101 WSLID Ap�Dtl� peETE �a�atlAa•pW� AND CODE 3017 WAI I TO WAI I ASF_FTs1l_Y, LOMM I LONION 2 LDGOION 3 4 LOgTION S I.� t T mla9drlera Mo baxre.FOIM.U. •ge.W1 - w90D ffll®IAOV[ert irEM'tl1bTYT®M 5TK6NMArorN ItmeQ 90 YGB W r�iraWWLL9�sw�GwL�®OTEMwATa�.pAT Wm waArzwA�Sw�NMn< 15•m1�5hwtId.blokFwp�S COMPLIANCE NOTES aMxmerrs of rAetE ss psGaEmE Sa1111aG rWsnD rorawArbLSunAre W mTarpwreAp:Pvwama rAae'AR CS riaLa arAPJ.AI•eD10'AIW'XRO 6ALEASm ASg woos 33 Si®.51PIP• g111rIDTOM r1EdW1@'A ftGbiWlNrneAT iM RAND eOTW6EYM STAWNY. O�y'�y'w'� NL 5r2NPMM AYaCREjigD Lp1G snDsdMcwDAwrrrM caex®uDINYEAB rDeule�vemmTrrrepcancTera.IDArxpND REDq PROJECT NR�82:2022QO21 vA� a+NeeobEprN reAMaoKLaaecrew+®Iac�nenwreNa NumpAaorawrclrw o�x! •(8 RC. Iemcpce azrzi+o r sa.rs'AwDSnv Pra.�n anTm�ntrsrz xixrN>t ix.sns 'T' m N . / w OaAWLNLxrotlwraTwa�Km:rWo'Av.nSrba alatraxA.t; i r 11�$A �5 y INITIATED DATE 03/0122 DRAM BY, SBA SraM@®L®dLRdMNY/DQIdtlRwtpYllRf BCYIL eNDAibE• aP wltirID e,LVAYtlfD LL9B STUNS p N16fl6�eW..bFWD�Aa%RCCB IDT 90d Or8t llC STIES 'V. �' OJ~y� Nret Plwi'.LIa{03IWIFMTidDiKM 6Nr W34S06NVNa1!OSIER ApMrr65rA.tl5xVl A'OT WL4wvatlYAl e6lEAT5tTaxargreEn®t � ^� �' � LS�cw1bERW��SaWRri Srb'NA9H6�•t'iW. �..•.••',••. :• I4 '4 � LFEGI:®BY• SBA ILLW Ia85W LV 4 ___ i rIElmMefE•ep LNOVD NIVINn e'IES nNx m?srNalKSanID.amr � � ,' a IgD[LiRtlfYa•F/21A115 ffiBD FIRWTBtAL®er 7/D"aA nr¢R.m vm e.•EQ9 * DRAWNK NA4BE2, WOW SVLL WV¢A 1Wlpoard'tl1LP 96 wAolEnraD x m:rnmcrrAlor TNLa 6 I/1.'MO CAIGPBG w/raMlAl L? G-001 -001 000 ilewarnoarsrreanE An woeDsa•srlaNTs vNu:sv®wsnentnNv cerxr 9T�OF NEY'Ey�� Lgt11ULp4e re16 wDwtrKbF9+aalrvarL PAGE, 20F9 WLDINO DEPARTMENT NOTES ' STEVE AFFELT ` IEE ArD aaPAJtr-SREte FAwtr RL3aD1'e - ITFE6Lae1ld6rlRl-Ve L N1NF�tSV1Lff WEiAS WtNrHR62WFi50fIHelE MI®. �. ALLN!®NGLVlFKE9TDem•A�Ks<RAr��G,r.N,NAq��mN DF Tmi.E WTOMPLAMrOrAADArMca#FL71Rdr ARCHITECT PIS-�rEsrANxva-IKeD FRNEccwraerKa tLww.zae FCR orE AIR TIn FAie.r orBLRns s sal.sroffTTs:errE irfwT®P.rJA'e sFa•�.r itASlm Nq"ieawe swan,Nwr�rrvme snJ.sFJfnlelATla1 (MYFtOR DGLTS)RPSiSTPXj LATI3trL AFD StEHt LOADS T F 95A TLA MD ldfTL�l ♦ TO sny ATER T F SAA of ni 5rafp ipppii yal sIs of SRL ro ff f9 nm;viFsz N nm•m rEtFA.RY ro HATH FLLRI lewrrs mom MEtY.1rG 51w6nAs MOM WW-EWM E G //1JFi71LRJr FLR WND ADS-F]AO9RF 6 fd-RFeuC6 PLR W►•D L AU NDIS• taRrNwM NMiE5OB1N0.race of rBt raac HATE a ArFusll mArrKS lsemsvmEFErAL S(TPYN'JaSrKA'>w38 atAsrtmr®Qaw, tE,D LOAD ASSAPraa Rar crus AaRxLr N,v� EUaT hYP S® .l q m DO W 11(✓Q CECGTD nmT NTa 8®Ono m ND No z AU IfJlSSLAu.caxrNq MAPPBNxJ Eeznrn wnDirr'ArR zmcnsog•oFM nozO s 1010.1.1 weIF IEALHYiAlo 1RD•e6 wavy Au uearxsgFuea RCRSI AIa NVls PHONE:(631)553$333 Rtx ane a'let roRx sure s. welt ALt JasISIi6Bt PARN18 vARnrne Po51S AIDBIIX nes. PPrrOI nAre ro llra s[aD aDr Nw r�P{l0 m of S FRE SiWVetiYX 5PAC25 N wJLS ALR PAR111ga AL nLRt LD.fl.LCSPn,NDAL.D.Rrt®SHrBealn'1a1 "¢`DLL* sFiYarn wAfAN ""°0.T mAern Rtl"'• snD sAaB NAL IBNIr NFAet a W Oa{eN win PO BOX 762 i. /CLG BR1LH6,ETG TOINVE I@Di.NLF Ni/n'ffMRn. LaflLKN R.31DM W PrJ Ql b D MY HLLn im e}ID W_a•ID faA•at Wl.m nD DG% xtrro E+e♦�era•satlr..tLrcR as ropraRAur. e. NrDw IEAGeR ro�aJ ixe•uiE�ollrEwaSE R>r®. yr rneR cam rD Iwe caercrYN Otn,,, Par Nrm Rnr�w �n��p W/ 6RE47 RIVER,NEW YORK 11739 4. ftA5TI6NAISUAL55K41aI TOra]OXJRI,¢@tnALCODEMP YMSTAM D. eFL1RL'.AL gSTALLATat SWtl reenrNSHM mX1 REOBtnA1 a3E OF N3i YO(S SiAIE 4 /11 YIJDDSWSA'OIa:ONtatfA6iHM MASaM'KQCAETE TOff RFJJFE iREA1®,Ka Hi STQ+C f/T AYAfit pLLrg W i i i 12 2 2 aaPres�-B. n. AU ExIS+YRs•EAnDn stau.IP NAum As rsl wenn saeue sasDursreAilcBe"vr TNcacU ONIL4L5 b. R11ELN9 NiiHlAMW•JULL(nRYNINM 3)Xt RF510BRIAL(LnE CF 181YCRx 5TAIEaN%BS NO Rar AN)nQ•COx atADt¢lgb ODHBrt lal®.SffFLARft/16 FLR MpfIKNV.NV(1N9 LR gR8El1r H A R ! i Z 2 _ xALLRn RevRBBRs HBI AFFLYJdSE Y y i i 20 2 9 COA6N-7ANT: i i 'r12 24 3 9 t fEfJlIIiLA1 SY51@£• wAYNM 1IE]OM RESDBIrW-CGDE OF N)i YRR STAI�LWPIHd LLItTN.UWFWOm OIHtµy E+(I@t10R IRO0Y6/LWRa. Due-i�� m i u ae FLaWKS,seewtr,roffcF SJr TIRaq�a AJo cr mxsRAt�wasnwz rBltaaRn snmlexo sum. M� m i 28 9 4 12-H. ,sunsrnlone1s D. AIL MMNC•' CaRYYNH MI0M BB26Y wF6NANJN rdalN.Glat CCOE[F IBVYORK STALE H EnE�CR 51EA11D8 ro1e(osEO NIH'rYVR'Iq£E NtAPnt APIROVID Ca W_ �iwSw it03 a 'JL 9 4 H. lia'X DRBNa2511D TWL5 ATHNF S/ERY NYAIP'AbAT U5FPoRr®4YE SFNU RExIetaR 5lEAMtm. 36 4 5 6ENER.AL NOTES, m. PRavn:e Yxxb av6Ra"rJasls snaz.ND RAFIIRSNB15PNbFYllm as Auo Ar LVsrr ew' il1lE M4 IRFT SIRM LQ#FLTNN f1FLIOMB-E]9O9 rg n rAstesr ert Y2 1 2 I. KnIERKroaMruim.ARRO.ID RNG AIE cerARm rvat MliAfDPnOBARRe.T. m. rGPrulEs rose wem AM I.1FTm Arectaet, IRQA'-TO WfL W!L 7O-WNI MD W I T bATL'M ^'�� 20 2 2 R. AFRYAIL aNawsA0 g1i5r.g55a@1E AZN�aARr. TAME NO R0617 S1'FJITrcx3 4:12 24 2 3 z rauNrwcreR swtle R�TaamLE FaeAmsxs laMNtns rB�®.wrss oneD�t s�csm.Au m. iRardsEAu wsrtn Fia SmµrvnAms:rmwDErMSALo wvLon mosaic Au.nnrwecss rD�sowxw'ea AD M pASBaCt.Y ATTK.FTBdF REA1dtB�.B•!f5 FLR IxteEErs Na aMIIIMG FT3tIAPOYs ATs ro sFffiDvlszff®. � �ai3 28 3 3 s. ratm.'erat 5lau.cer"w AU RH.fim ARRDVALS Pauars.cailDlrwialeroaLVAw�;uueeneN AJsr+uv�i>,w.rw.Au oa>�wmwEioff ann.ran®aAtrr%,ro ma seas r>sr mfos�Dsro NB WPD LOADSb 92 9 4 rvEROVAL erG FOR ILTK Faeaa®Nraf"sers,xwlln a.RF�lcral R AlWTwu•vARAua roaulS FR.ve wae.nmTAS lsirweseewLr.s�Awre moat msr Tre ilergcs . at wxro�wENYaPaairYNw RESmnw.wOVD acts,xrs z6n uaFnwcme silasetr. DF HALL AS>rE em Haat sKvt NVElt ovFEOAm•vAx rnAi®� Rar aAN ¢ r e r e r u 3 4 ALLWiV.CCR"-+.NO HVIaW.EtFGIRYIL LaS.LAigT®ftKN dt. AT ROC�IR801B"AdtVS£N1.AFAY/tIEWJIdn MD 51RV4Pn/e F82PKE C61-0-fd-2 QV ¢T7 ni�LKNf l,eO b1E[6lIGP +n+.NYC N'L BA'•tB 12 D. ONRRALTa2i0VH+PTALLDUBGarROCKrO5rNtlwfNarKalnPA6TORr0Ia11FYAeaq[Lr H' RlF �TT'SPFLIFPSFFE'FaxEPttE VA1 YMAt®IUEetNKCOraAKEN111APPALIZNeE Sl.VlrtDld/.iYNI a o01oW NRtDCy� I6 I 2 Drmalar eP lNYOrI.fOPAFYUS DPn.Illn AlDKR eurnxs LYCLRr FBD TRFAI®Nl1fBi Nnl eORetrw•lleure NtlCR sxvL eaxrAgmraFee rEYAa ¢ I I i 1 0. • a •o ai f ai 5:12 24 2 2 b. AtI.IMr60AI.5 TO MUS®m MS P T' MMTA N5r TCQFOWII1T Nqm Br RE1fAlED HdZDG,gWOn.m50NC0n WiU.IIENXn A�LF85 N)KTE N50.FCR wa�NVff IEID Nw P.T. Y I I i 2 9 NANFA6iLRE5 RrfaNBO®SKf.RiL111ae FLR R rA "LF IIMtiR[RGT. ttiEBLCCNfPkiLReTO NSTAIL K1rdJI1VIE lIMTm%F�BY P.I.1111®2MA4FALnlBt9G1 AS ILA'eH4 INR_5 Y L t f i13Lllmi miL nAE Y ni • I S CQ(IRALTCR•JNII HVMANLWERASErOR NI. SDBS,BAYDn.AlYARteclrS.ETG FatILGAiRAe 9rJ1 AS�LSY6t BOJRD,SILL RALE RYI'CneM.GTIRt ETGNtr >D I t f PEARAXLt'�Kr6 ElL�AS RF(i!I(d�BrlAH M0 e1•IIE fi I i i mi • ¢ • • I If �6 3 3 aN� R6£BY%TO CG AIE TO R&1I[Z P.L CR AGO • a f B. MCQIIRALTCRSlMLL RdYIDEALL•••`_.-'AS RFII_"_roPRECUDE PLR'fronFB6 ND Yt LK QMDNr®vBt�l W7®UDBgfE51111Ht GF MFAJMKn » t i• If .f • 16 2 2 PLOT PLAN COHIRAGiORS PEKLHH,NO roN10Rei GIREde AiMCa6lnnTKA1 YIE ALLVB LNQi JaSi Lg F6'FOLVf ;,�u.n�r.tlmwaim�r•u�ir.n+.wua� ¢ f a f ¢ f n 3 axrRAcras alvJ.FxtErcEE Faro JlxaBvrro tuwn�DAtwcs roADJva7R PRastr�AU ArPws PSL IPAttA"A shwa PD"enra . ,� ' �'�^'�'°'Re�•"�`% •• Y . ¢ . ¢ I , I m 6:12 24 2 2 N ovvcmlRE ro NN wsM6ncN swvLff RarorEorotleRORrow.wrnrlat eraNrtucrae A.¢E�s.iac,T msraJe vneAtLA.v Nrmlm Tae b. FATN iRALE au,FN1NAW1E rl@G9Vr5 NMrle NfeD6TIEE RMYa ND COa®gAiE lIE6t YLatK USE DEiaNI®ID�E at MAhID F,7YJ..NL TOff 06TANID AS iHtKWFAOnIBtyYalUi1[tm. L • ¢ • ¢ 32 2 3 NMOII�IPAD2a �. faR HSiIM11�AN3EORAr®SEWN.I1 SYSi@Imlrm.MLGMfULTR6AT1eDKNmD4SLr®Ml1EAFHYIbtE TAME 9mH2/fmlx A RAF� FiiAMN6 TO WALL C,ODIf•FGTILN u . a • n . 0. DeTMs,ralFS AM rAaFSMwenn wEwE veCtFm Mraanrt®wuLRe Fat MslEwnnrn GvtrKMRn RP ERI f5 PA2 Wf•D-P]A RPD awe eoxAL wtem 56 2 3 w1 u. xl.eMre+IALS AREroeE RsrAttmAz reR rMNPA61¢mn vPCRvwTatQutr�rm®olrewse. .1d 1� u P,gracoAeen areiRGTKn AILRDRSN oasrzt•ecxasasRas Nq rRATAZIwrwrEo tN rle `HON ileamtFvts swu sPEzmErtE rwtam somaEJ.IramFe as+AlEwaRuciexNrx ile •' • • f I2 I I FLVe,raCCMRACTCR SXNL 5TOP1nRCAta tanF'f raARGNIFLi UfmIA1e.Y.51giD N:FM TO Fff3CRA�' 151S1Bt a5 LA5 FH2 A•PIY.aHEDE'TAGS.hN4FALnFa3E WkY.Srl01£JASSBCL.N%wilY0.--I ' Owe CPYAL PA2 al { I f I I6 2 2 Front rNm FRcrazTe Aro ccNnNe NNMrSRcle swLl ANaElul RrSRaIBRItt Aro uAeum Lawrws ARe SrecwmarlE FawAraaFRmr FLLnR P1A18. • _• 7:12-12:12 S4 2 2 z., rauN!£ARPGAS FalOYFi I1YF PnrNS rotE BLwmsOLa mFam"ria+wuldiN 6D CRArt MwrtaNmt rlia sca.aar r..sim m ��^"°"' ARtslxsnEaaRtrL arae .i.r�..w,�r.:Bw..r 0. •A tBONNCP3N'Cr N.NSRPK 6r4Ur OAYO "": .n�.,a..^,.'`.,,�.r."�'..��""07 3L 2 3 ar HERE srnrE NN ra lm 0lAFETHi NYIRt tt1.ISN'tan Ew+ATEtort ecLr.o05Tba Nws.In•wnlrx•�IsxTs.xat NLNe sAcre RRr 9AN � m m.�".�Ae�'a91� N. aascauFex ARE RESPa£JelE FatALL PEPC611aQ N1ROVAL$[einFlGnaQ cetrPlGreOF FOWAMN NNISJFORAM'POSNn•aUWL.SIE RlN FGR RYLP037 REPFGPlAn(MMMA1 m'NaEe CaR5E50F Rt) lR) Lu B U I Lu I s U a,al m�.asrue.u,�ir�.�l. •,•�'"�"•'"�°° % 2 9 L Ta1.Nm Ba1CTw1 RYNDIBRe ftNl Y fr30$i®TO LE NL1Rm DY aYIPItGYCR CQPI£IIaIAN)VL APRaVAL 50La HtYJ:NA•aRY IBneED.PmIRK VOJU.�M.iNBi[atlM[R POSTPn BPARTCPMLOAD PAIN FGR IEE NA ¢ b � m ,� Ob tat NLWn Nr RtMfB NJr ILrR®NIRNnettra Nine DG1EA Nle C[W W. Q wN7r' IXlAYmNi HtI11BI DPBfi185F8+�E5L'LIDDPH[Yl6 •MWy N1.AY'JCR WKIRf N1ARKJlBR HE TOtg Nq STNOMID'JF.WWLfWmFWEtHM WIID VAIIE'.JI Y NI dJ NFDR®QAQ i T.,aWt9 RpeCdtGilRt IaO5.tlO1l Ad{DI61aIomNNTaRD m. LFANIYf Am SFEGDIGi1a6 A5 N51Rlet5 CF BtN'E ARE NDSWL RBMN LIE FRCFT3tIY CTM NYJWR0.1.15,UDH NIH TGPUT•51®.CCVrKa TO$AlRdNFIV.'EaRRAre D'WnNM b'RP-Et NfHty 9/.' b DO al S TKUAlm cararwt�eae Ats Nt'mpATODL UiIT I.tH Otl L A i5i Q M Par.MY LGD Ido Wtl.W R� ARGa1F6TNETFBt MPPQELt FORYFNAt rIEY APEt1ADE 8ElEARm CR IUr.rIEYAfE N)i TO tF IFAD IawETetB0.T5 MaGit lBRet InERVHtiKI1(FSS SEf b'DbTMY{UGH Y M rtf iM TACE 311 WALL�ATH� m ro � ♦TKU.Vm Oa1ELTg1 R'�p?B/Ia:Nt�[RA MRWC SIPR CN dlfi OM32 PPLtFL15 LRE%Iealari TO M5 PROFLT,Er�rBYA6E@BR N FRIIIKS A•a MN A rY A4SWWAtErM138tIKr1 TOra ARCHIFLT. 25. RsaBYB STAJOHaU5tOFCRracr_AatoF rAn FRANNSJw®IIICfI LF/J8Ll.VI FLf�.ai AN)PAPER ATTA(.MBJf 5 PLR ONII>OR'Ri£L iRPM BK.te,NLTiLYM i/atAim vAlef N. 51PLGRRN.Si®.iO WASM A%DET.VIm.FAHP.YAIED MD EaCLiED Pet A15L A�wAttN(',F/PN-N]"F iRMEGaLIN.GTKN IYNNL biGU-aE--FN Y0181MY •_��u�_ � fb Ww LO�f.' 6fgG111N-BWMm DYMM9GWAlE NLTiIat rGgV: oR PN6 SDrB .[CE CarGfSN 9ALf8 ¢ Y Bi L e NO.DATE DESCRIPTION x. ALL 5IRGMALNm zwu�I�r]'9vx iRGM aorB's .D.u�v r.,u^'°s""'�.,�A°"'t NLmm Wi l» Ib rnn un OI O8/26M 1551.E FOR REVIEW m we(E W ON flebR JJei5INa3t PARAIIB PARRIKN TIrY.1L .moi'w�'o..r aa°uaaosur.tl•Au,awv,.uam ne G r G r G r e r D MpI RL•rANLRm=WA NAiat?NY5 1is'dr>m N tACrI ISO R EIRP m 02 10A1l12 1'J.iJ®FOR FILR76 T. ALL WW.a iOalWtf lfEil FiKlI d1611fFt llVPm PACE• ��'<IYARLL SFLIOSOG MImt1V. a fiFASE IalE i1Ni 11BEFlA•£aME N01FLI®AEAABr AGi CF ITAi(AIrFN,NKN W55EYBEPBW.ISS, ss '�"'•r"um•O r'wjenr' HRL HAL!PARR raN.TIAIDMRLMn eATTM[9NMcamM2 MR1 TMefLM m. NITSrErxAvrx rnineR ort PERn PeETRAre at wleaaE NgsMnnRAL FRA•EIte1PaKE fPMEA%VO eR w."S,m""'•i��"mS.'m�."',n'm,`""'.. I snD mAcw Rine smv.ra,mlwLLL waenmmr Pa7>t� 03 02/08/13135W POR SCAN FILM OA571N MACE LONORETE bJPlBRTO LIE NfliYBIDYE AS RE(ari®TO HAMAN 51IdGMN.MIKWIYCF Itt1-n ftOOR-ETG a}u�iwiuw..�.m® ��'Q (NNp OLS C�� A Mot A LLUM R 6 11�N Lpl a'A PAZ nIF.P.M NM'Ei a'9 FROraE GST#P.KECnGEIE RYaIDIIn FOfeI1iS AID RFPFOwBaR,K>RFaDifarocaFlFTE siva®neemnr,v ¢ a f n • • ¢ � ��NekM mR CrMaLLMRN�Mi PYG®M Pr` q�M�w�.� 1'.•gL.pID NAEmI a`W[ON'N WL.N A erm L1R1P.al M NKmf O• ¢D WA NV.sNetlI CIOTMY41.'R TEI®ear CllmM la6ROnIICN' CN rIEGRAYRnS ND AS•%Ri®N3tBN f4Y.00t 6rL TL1E Y . ¢ a f m- 1 TMUIm NMmt T TAIMP W N2t WL4 N A srm 5rP/P. I. LCPFLYNMAG 9a,WrtfIUTY18 Fat STlanilR•N-COtYRETE FOR aADRYS:ExCBi A51nDP®IBENHalA RAe SMi 41U.LG A ASM.1•A »Sfa at 2 fROVaf Aw BRRtO®GCISI4lE CLlr1.Yg9YRHASM ON.FRtCQ7t11Ef•AE SIPF rl6'J£TASE R✓£91JPIT�F V rFSQ r F 317P%sABJ1T�AFD FBtPOIZATIDaEARWNl u • ¢ 14 a a R� 0,100 P50. KaZIP JUDO/.APAarY RE?�WrS D. fROV4RREYFCRTBBRRrn�SRattallEORvanS•Aw rarirwntASM as, b,cites CLASS Lr WTERW_ ILYP'DERw +re - ¢ • n • ¢ { a TAME 99A RAFf'Ht /LElR•YD ,bP4f- Paws FER cgLVE ram rtimtSR Tae Y . . n n n //A•t1=iTI0NREAUREMNrS DnEw.sE nolulta. eRYGrAt.ie mwm Ween .. aNar.a"re rarAce NAfLaaNYE NN KJ Soz WALL reJc+Tr y u ¢ . n . I ¢ LE•P IdD AzsrvrlcTm,Par mnB AffiA.r R.W w• s. PRo aE c6lerETe nMrmlaSeE Ae FREE rROrl Kaeraee Alaolletlax6Ts sB>ratrNn"Aro TaJe®I.wae .oa7 iii w� Isle .n„m,a,,,,,,.,,,,,aR CDRLIJ'D SNON LOAD-50 PS= a LFAeE suB SEP.vs llur,vE FrEe Faal tRaB.Fwt�n tti<am wA> ARNe{NgA v.RF,i�FvtE actor cRAps-Am/at rt+Avd. „�R�'�_ ••s rare+,.Lre laroe�rn ve•gloa NEN iFst®wgA as sIRNa116CE ( AV ep) '� D Dee him �„.."Y•'r as Par MTiJ t LRYJ3TE FGR 9.•Ba AID FGa iOff Aq BDRAV®.FOR COFFRIJVE SiRBn1165EE iANE R1032 6mv.FLTY M1eY< 5 fA. 12 iN • .sib usu�im�w 'wraema D. RACE MRE MsJICOiCtet'In roASMAmS(6a¢adOJ LAITm b'SaE Mp BIY$FLIR8Y R8JTaBIHt aJY SAL 5O.fSa A)MYC � iAtl W I uy TAel 9AD 2} 36 4 n.YE faIYfETE ONIHWnItPl95W-Nq1'RYda8 F61,OR alPALI®50R.NIN I'iiXWeF6L f61 n Yfl rDtl 9rAGW I FEStSE IR rT ANP IQ py�9e aAr.sv T cur.air Cur. Y ww ffr RA-1et RA-mt rttr{A®NAmNt a LO twat oR AT aR NVS °G�°5q"Ga EREWE`aEn"N„a D"°mS Ana AS w"AS BE (a m_ Lr'str"°�"Or � 'a R"f°�'�°a� 30 4° BUILDING PLAN REVIEW NOTE: FOOrw658W1 HSYEAlD9 W CP 3'a LWHt W' irL AtD Y NY 'Jur IraO`1RL'1IPA.PNaL TW a 101T01 R P W. Au FnR ffw f xrstl•ulurl�ErG To eE Fum saID Ntx xw„wuK armor, m a I Paw Rx saws rwr-12.14"Nt/mi m awD rwa xia xu.�tle wi.en Roman uAnaN IZ 6 II h II. Sm.tO 1NYE A53Rm ffARUYa TA•AarYRN aF1 F[ffroaBt CaoRiar uE EtYnHr6�. a NTEN WLTeSf NtC(trglRtm OY SWTM RW TW&Llmi0 aTb /mo RAx _ saran sew NAL vcNs a I6 S 15 22 eee+AL caTPAcrat ro srm Naa;Ara NmFrARairFir.Au.Founrrr ATEros1r ABDVE IMIet mne"i� rYAn"Y".�aTre`A"LLW_Mr 'M MELI-I w� 9'1� ly2 9 IS 27 rAaE o=NAlatmerasnem.srcPlatx ArowrDrARarlEcr. n �q-RAce sas nt1i1 AH,KLdVAAE sCp, yoPa 4 _ _ _ _ 24 II 22 16 u aTiraENaHTrsr"eatmtMir RlwmExleuatcFwFOFRafFanunroz•natvEFtwsx QI!'Y'OTNw15LWP`r/ LMUfTO GRtL'2frATTM µ A 1 3 36 24 12 - 6 II 17 5 M M ALONANE CeWZ6 OMAarY CULL W LCIHO@m sa"oe. DY A sols N4LTYaATYM RwvRra s•P.ere.w n• 6 % 2} 12 - 4:12 R _ TAd.E 3AA RAPfHt AFD/LR[FLN6 VAST To TLA { e Ib SYL FRl• BEft.YIDAWPeTFatDA1WIN415 NrtLL et T®iOF NM6'n ISgRKE A5 F9t soon ten®Acre 2 4 36 36 % 35 192 7 14 20 Rldlt NVa.CJ3EfV L/ir rS�l ±rb. PLATE LATERALU SHEAR//.NW1T M 24 9 fl 25 io M Resr a M ARamers IhI0rl8CC rNs en+zrwereN - � f7Jf5-FJA RP 6 9 36 - 12 4 7 10 ... .... .` 1 I' rh dam. igrs ATD EJYe95 M rOD Pct.AL IYliTrn No 1•PlAIRSC.'L _ - _ - s L RFatAR H4IBOARa PROVaE TYPE Ut 6PADER[LYStVa'MfY de�rAS NAY BESKalloneeig OX ss1e8 As ro I+$az Ew.®M aNM mDG# Cauat I 4 % 24 1'1. - 5:12 9y 5 11 11 14 1 �y1 F{! J raDRANtts, nPax scaP Nsr NN tF®¢.'10 rW m ro w a 36 36 '.✓0 28 I JUIN v1 ^ 1irARv NON NN9•c 3 24 Ik `-11'!•0.1(LANr1'.6w PESP 'DAYS Nlea R eo Ca/Aat NN9 o0.W *Pe.rn a PRJL mie z FUE-rEsnrArrNwSmAm.wavroE rnE ut sRA�Ex uAe I•sm•rwx PArret/caie,asr Nil Imtr D Dat was rmximJ Renes N Itrs w' s"aID'"a m 6 3'0 36 �6 28 12 5 I � �� f awn Tar sARb 1 9. YN1HtiiiGTNtiHVle0Ht0.iRWaEiMVIl6RALEN(RxAS RFaII®,aA`G3V1'TNCI(ET[1PrA5 taPwo vAIE vAte sAavz lW Cr7 rxN moria!AD/oR Ca.rG JMT 1 4 96 % 'ab 712 7 MAYS SNaN ORHUi9:at(RN0m5 RL-:aPat LKLOLAIYMS ATTKJ® RP1IR>ED PROVLm i0 ttP N.Ve lallLrwl•� .. asst eEADS RavIDe tEru AJnIE SNRS Nq rotas larlFss rxvllAla yr IVIDENa FaPers"r® TrtegY Evan L/-A*M* n-» . D t t s f 3 36 36 96 2 k S 2 24 5 10 15 _ s. nL NRC roIPFOWm,IA•8,1REMn Has NL aP�ae rosetS 0.w AU Oraita=s. RotDPst1 P ""w�.�n r b i a s s meat# eD c.nat I 4 36 28 20 12 912 16 9 5 S a �i xD NRN w.a.r 3 v 36 D6 192 3 6 9 _ b. bYr9l1YLW.BJNa5FlB5" BEOFATM£JAIrAIaDNiCdWIaIEIXOD,RtRDf3GOA1S ezretatwHLs R.rR•sU Rtis .�.NI ® saescr vvaQre 2k 4 8 II _ CIG(T.Ic;^ fte5 hWrG �Ra¢• 6 96 R Z0 36 L AU Pxlearn NWSAq rsRs swLa N3iAlEDwrxau Naa.PetAtlaL wwzeTR+o wso FON+enLAiatwt NaR twwB R.mWU R.sO coon raD tpwan 2 4 36 % 35 % 12 9 3 5 DIfeLL'RWlaA1KN NH15 Faf1e•®atsweEroas•�ntsRALew ercotrRAcratea oNErLGVEsaEn 91a W&L Fem NRLATRt1 R'4O1+7 R.to 3 'Vn 36 36 35 1212 PFrO-esi NAhF: Ie rAli3tiarro DJ.•ase FCWA1KN NAl n, aM PfRNlTat(i'd IA9R4 R�OQ,R✓J R.W 6 UA AND .Dw,Qgr3! 9 4 6 192 3 5 7 > `UVWLY"�"�mCU-59 ni MMFaLa ^"LL 24 9 6 9 KADILLAK -PR,V-FiAT(8 ALL INA6PaAs canerrn FNRTiAaTE vtPOR®wsc+wErolE rxwiD' 1vrD 99.10.0, scour ra DafYL rva. Nesta -B3'RdLG FOR VN2160 Ala GM3RAL(ASn1.6 N31At®roR-0CR f>mER l Sim f sTSN- LgDE ulrnmv uE• TmelrE rmP alaiAnaR 110.9' '� NrAN L a+amRC4Lia •JNL m P 16C�(f�im�TO M R61Y'm TBS r N49 NE -55'R HECK]!m'N4L LC1a1RIGKN 4FFLY A'OFEII/et DL15MATIrSYBIAI®1•R-0NeEISGr n>e3 T� DPI mT1Wn• aYL't( �. • [>9R1 PE3S® N1SYa rwe � i Iaii>lMre NALAL IEVAI.LR WKi DC.W Ra01d i0 lEN'T��A ,5•R Faiia NJBNaNESAat•R-0NBEt9PYaFDli2YwoREMdaGTS dp5 ADDITION -lB'Rv�'R FQt]1A'(A]d!A NOglR RWWGOFMSADr16 r91A1®..R-0FCR AAIETet»B b m 11a NO la D ®Ste Bd T D Nf /BL 0.9. 9U f.rAd Nlm¢mYTE M1aQ O•M WFfmimRtaam DY VQ¢ICA DIEMS NHFi Ai0 RJ3 Fat<9 BIaES N01NEl6t as FIRM t0 A WR(Mw NAL M TA•eA®rm JJrIT[Ri D. NSm11 N3tAMN 9RLY liGSNATKh JYLL�¢6AA1®roANM1116Rd.NL ORB!N.e15� IE NaTlA1®ro A Fw�meSANNL De�TO De PmiL79 PP[Pgtna4lLY TV TO Mi MR-0 NRDaSuvmES AHE N><ro IP1®MRHUe cR Weis. Ic`ne+gf RCE+tDE fEaJemefC3ERAROR TEVBIPJ FCR carAEle AZ oeea.m FCR MIGAMT.n vss eiJrrNAv6aFERDaa34 McRALECPIMSPRYW159LN1 LELET6B.m .Ii71P/A1Stf Ca ailam,v¢Rvalr®rut cetw+ter TO awn•wsr Lw STREET ADDRESS, T3 MLL GRfFK DRIVE �. am rlenlESlarraircPwmvSa Fn Aad7`1iMSt51B10R..s FTatMNCN.6516 e16'a b W.G 1236.16.M4WZ • T arm J;Nr ra.amN Rey�naem Na'rnux MAsrteeC� TOW. EAST MARION TffiR v M SSG A599.p.Y. I. MNALL cse.nswFABOCR wits aNncn Fn NnrAJrAR Kvclet•avA a M1Rozrins oslxlMrrsarst�et TaDrxa lwx DDrwrtawNsisPAmxu TlE aLuxrlatsYU FLL NMFavKrLnecaquAaNNIRMF..IF1lasmtFeorw®atFwv®Have STATE N3•l Yt7R1C PR.XAANMSE ne.a5TAM AM W W N5LV1ID Fal CMIML Q' G MJRx�r61K.SWLFLL NMSPA MMTA9Erorar,AlEMIBD FORPpOfeOlKN eSeaPnoK NEnBI11HE1a5D®1N$rDRYQ'11G,L aer9mAIEAN 1BdNE DNMff TAtLLATm Im Jx'If Gairbrwt RD9ra41rn.Y�nlG C81a JRTe LR POSTAL LODE, 1148 2 CAU ALL CPeMTi Na,Cnt@NIXI6YR IWLS NMI(BEYAI tga'(Cant�OP>FOI®/. gtpMRVIEArBnNaaRnn MIBeNO NfIN1Y5ETBY D. MaRMLIGIKN51W1 F01 NiN5PP/V6ratAHENMMNta.i®FR?IMBi9G WaJ®W➢63.Vf@ltlNL(N1 rDa EFtTJiEU1FfJNtYSWLff DETed.®alA 91ESTti1D RV•FN ��[Ori At �� 5 1000-135-03-35.1 e. RRr51rIles 5wLL�30TEAR ASHW.rAsw.-.�¢foNet lLWPKIYBt TO taE`JiLiY.11g4 AU�aANr9Nw Ytiat Raa]1A. STatMl nAz•JJ�,RO M TgyUm reL J.Ir taiecrtat PnnienRe 517E NR•Et82: WA .:r1F N'10Y. SML m NOCKa9 DY M reuewra rAaatn _.----- TABLE W1111 WTVbQRNE DEBRIS FROMOTWN a MOJRCRtla31a1 DItY9le rIfPBAn.E 9L4J-1g 5E1FL1®fAalMaVrrBQ'Rrua VN16 FCR IiNIel FRp1AR13OIXDOPMNISOMIKIW-NREPn iaOE DENAilaB FRpIMM8a1xD L ,�tA,YEN,NJ.�I�DIr,®,DR�TL6GrI.G „��I .1�>�tFJi ,�LDrMm.�Rna�aAl � / CODE REQUIREMENTS 2 VHZRYN16he1 WTA a1LRAI.ns PnBE 6ADFO�AIGY,RFfBvEaJRIiYAtplFRa1 PA�Q`KD Sc.FSl1E FOR WdA7 F. MJW�IGIIONSWLF9J.NnI5PNV6MTABIPMN M'8JOG DEi9rGlFbgtl•CEr90D®rAalr�lkN�C1J]l. IoYD�A' TER_PAI•B5ne nt tAmm m% n (V WOAM0 WMr MML N R*PM 4M5AND STRUCTURAL AR9{1FLrnTrAEetamero Rta�NS -.V u AaB a aR15D1O1KN9WL A A ' LV1aV.&W rIID MNATIaw. a R FgXRM1DLPIKNCP vT mawwrem _. rAaaes A EWAVAIENOINaDSL FOR NatK NOKAr®ON CRAfDt�h SroaPOE iLPALLOBUO®RW15rRSWn 1W4,�6tf6f1IXRNVArtD AFEW.fB'MOArl1$I COM W09tr6FrtlhE WDINDF9tl Ot OO6tRRO1WiVa M1P AP]R®BYMUHINIY,AS 1MYff.VeaED. � T T I/2 2 DRM1Eiar AN)BAL'in SUE SIDD54e ALL DCAVAnD IM1@LN.r• rARmet®� N NACCnOAfYENIN$IgI R3A2lL FOal9l RiDr9'JL R3Tsi9J Na RfaiDaLNBE RHEftV LEBVANSRRYWIn'/L DMaEE iRa1MSR615 OP YP DNfCn,MLd�IGlg1• FOLq I� 1.5 4. t�tAIDFAS,Nf¢r�RLNA,�r.,L.�mIER�ffN�,RffR»AID�.� rAf,>fatT,1E PAa.,PR, .�ar<P,ra •N�r<P..� ,�PART�M,AnEN,R„3•.aRMait�I�,ILNSINLL�LNMPARr�MT•�eN,N,� V. L" STANDARDS 1 t11Jr 9R1 S.R•nr ®XI S D RtBT MA180N.TINTn YeirIHE1Ar1¢ACKgJ.11Ai@dN-9WLIYR@i'1Y19 Fga151iC � T I. MJRrlAGMN 9WL FLL NMS PIRrLFMiA9LNMralOD YEAR RENe1F6UCO AN FR�Yr N.FJ(DP OAYSIFA]N FISIR RI�971 at igalMIW YPMtW{HZBID VAIIEW MRAIILWJ. I i 112 !. PROtfiCIOBSNNNf9aPF@TR MenDIn. 15 QiM W MTA FB119t DATA TMW'M Rt39NRMt M"0a 3-7 I/lo 111 �REp� PROJECT N*� 2122212021 r IAD ntvr r� r r a Mawverv.N sac lTrJ.wng PASTOF MrASFNIN rartNiANT+`L IBrHMruEFRarMxA119a1 aaacnc DATA mtlet mor"rAae'rw FR�mEnmtuAtERmta�s¢rr y( cy INTIATED DATE: 03/01/72 I K NAaaWNYE NM sisnaaatuJx Nes M3snLOrN.Nsluar v-DAu ecvFaRwaslRtwLONMBErotitDerolRrs+ARw woz�u+�rs MaFOSDeIwtvWLFatw �O��4EN B.•90.;12/1�t LxtAltJ eY, 5flA nrs PAR w TANS NM rt3.onearEMJraAacrcN SaL W"mw TMPMTC MTA y a c1 0ECKEDBY. SBA L DRAINS N.FBEI;� neap act SiFf.B10 RFIiQBeli9OIIHCP.E MJJZffALig19W1 NaW1E Iaq M$PA1a CPratIHE * •4 N NAOCaaNYe Nq il9lE Qa.1InJ M JRF�IO1gI WCL T MNRO NbBEtai3DSNNT IaM OrK3N19:MAi IM VADR MW W MS PAM MASE Vuo0i////�� f0oK Matar09p110M5 roWlt$NGEIS*M MDGON SSNLOAOB� AXF5 ATECABt N R61FER .2N TCR SM AT 8EVATM W M WO FLET.SRB ArS A11DFi AQTE WvFEET 9 03760 (/�p� SWlL INYE neRfiRal09CNlaWIOE�rNa1MIWi®V.WEBI"115PFOR EYHtY l00 FffTNHANlY11A8T.E lOW FgT. FOF NE`I'l y' PAGE, 30FN STEVE AFFELT ARCHITECT COMACTOR TO unug 'ALV SIMPSON sTRON'TIE PHONE:(631)553-6333 COW�,TORs OR PO BOX 762 APPROVED B aIAL GREAT RIVER,NEW YORK 11739 A34 CA9W5LTANr. LSTA21 LSTA24 H8 • H8 H8 H8 0 .C6 oa UPLIFT ANLFIORS NOT H 8 'a NEEDED IN MIS AREA 0 H8 aDZEPr SILL ANLMOR5) 0 — _ PLOT PLAN A34 1 __ o •HH4 HH4 00MTS30 p SINGLE-STRAP cN I APPLICATION 00 I MKA nY�J I I LSTHD8hl I ' HTT6 REQUIRED CRIPPLE STUD STRAPPING REQUIRED STRAPPING AT RAFTER SILL NO.DATE DE91-RIPf1GN AT FRAMED OPENING PLATE 01 OBa6M 1551ID FOR REVIEW 02 10/12!12 ISSUED FOR FIUMs 03 02/00/23 ISSUED FOR 5COM FICIN' SP4 FRAMED OPENING REQUIRED STRAPPING DETAIL WITHOUT CRIPPLE STUDS BUILDING PLAN REVIEW NOTE: p. E u P V E a `app 4( II 6' J IN ® 9 2023 TABLE 1-1264 TRU95 IDENTIFICATION 56N LOCATION5 SapIooat4n 54,plaemeat t SpC ii.!d IOVdil f Ederbr to1WYh&MNr AUQ&ed to ft dom m atta W to q =Dufu CI e;"JSt�ES davn,exterlm edt m the fou of the tNWtey rot mere fhon I dLsringe doors, Wlies f305=, tl t�•t�o w) flan the latch sloe -- -- od extertar roof aces of the dam JaW,.0rot less 0-42 When ROMAN A1PKANJMM dans to a Ma" 0067.0--than 60 When 0524,a'V DE516flATION OF drove the .djo"walkh9 sofas CONSTRUCTION TYPE EdcPor bNding o 6v At MW of eooh end of the row of doss ad EA_-EO ON SECTION 602 PRD.FL7 NAME, doors,aQaW cXM at a mmM1nm hm[mnNl dbt—of 12 Feet OF TIC BUILDIN'CODE OF d�, ��„,� NEN MRK 5TATE KADILLAK ord eutaf aces Wr a 0067t7=0:60 0524 . E dome to a eta" Ot>OVC the adfalnYl)HOIkWj SN'fae. �•y FMe OepmtrneM toss Attahtd to No f—of the LNIdr4 rot more RGL.ECTIVE M TIE ADDITION cornectbrs thn 12 Wins(303 rtrtJ lrrtrmtally Fran the center•the of fhe fte depmhnent hose —Um ad rot less thou 42 W1ns(1067 STREET ADDRESS: 775 MILL CREEK ORNE mol na••more thn 60 WMn 0524 mW ab—V. TOM. EAST MARION mJohhg walthg sufoce. STATE, Hag YORK POSTAL CODE: 11934 LOTS I000-135-03-351 F' FLOM FRAM(W F SITE lt#- 2: WA ItG AMBEAMS HURRICANE STRAPPING R ROOFFRM9N6 S'NRELdRIDFOR DETAILS AND SIGNAGE 'FR• FLOOR uo ROOF FRAME DT�.uNG M 1714 FRM9N5 61RDER5$BEAMS IN FLOOr2ro AW CEILINGS ENGINEERED WOOD TRUSS IDENTIFICATION SIGN ED COMPLIANCE WITH 19 NYCRR PART 1264 ' � v4 o�y��EN B ,� 'wnp ATMD P3 /01/12 sTROf� r 1� ¢F DRAW BY. SBA DE51'NATION FOR Q' y G CHECKED BY. 58A STRWTURAL COMPOMENM _ THAT ARE OF TRb5 * l * DRAWtK N.P®HL wtsTlaenoN EKAK-LE5I'NSWM ABOVE qr 037611 0� G-003.00 FOFN PAGE40F9 a'-4 n• 17 ---'-5•--- ------- _-- --'�-=--- � STEVE AFFECT CONSTRUCTION NOTES ----- - r-------------------------------------} --------- ------� I ARCHITECT ------------------------ I �-___------- l l Cl ee®zn1-RErovEEwsTINeFIws�a.aOamerrsra5ran.INsr�crSl�Laxt I I 1 I REPLACE ANY DAKA SE7 PANELS.NEN WOOD FLOOR NfRE INDICATED. I I EF51 POGRED "S".01ELLIN6 IS TO I I C2 6EWIZAL-KITCWq AND BATHROOMS ARE TO RECEIVE CERAMIC FLOOR TILE/ I I NaaNcoNCRR rN1 coNCRETE ° C CRAW SPACE BE LIFTED AND EXISTIN6 rngw wArE I I CEMENT BOARD BA5E.COLOR Alan TrM TO BE SELECTED BY OWeZ I I RAr SLAB OVER - PHONE:(63U 553-6333 I I CMl FOUNDATION WALLS - 1 I C3 6fWI;AL-BATHROOMS ARE TO RECEIVE MOISTLRE RESISTANT 6YP BO IN ALL I I RAT SLHYLL#10 MILS N m I I PO BOX 762 I I A O FovnN6 ARE To BE I I OTWR AREAS.PROVIDE TILE LIP a'4.ON ALL OTWR WALLS H NN BATIROOME,W I l. I I _ GREAT RIVER,NEN YORK 11739 I I REMOVED T� I I BASE TILE AND CAP TILE. I I 2 I I r I I ___ __ __________________I I C4 KITCHEN CABIWTRY AV CZWMR ARE TO BE SELECTED BY OMER PLWIBER 15 TO I r—1 E-----------------------------------� r MWEFINAL CONWTIONSAIV PROVIDE ALL FAucEm„sln�s,sr�TRIM ETC.ALL I I —-—- I 1 I j r0 BE SELELTED BY aW R KITG�I 15 r0 RECEIVE aACK5PLA H TILE SELECTED I —-I -—-—-—- I I cOW%LTANT I T----------------------------------�� I I Brow�zArDn+sTALL®BrcoNwacTM I I LIJ L J I I --------------------- I ------I C5 6ENERAL-ALL EXISTINIS By Y81LL SWATHIN615 TO REMAIN Uw-E55 DAHA6ED Cb M BCH ROOM 15 r0 BE IIR FIRE RATED CEILNS AND WAu.S.WOR5 ARE TO BE 45KN I I I n RATED. I a, IIII ' IIII c7 REMOVAL ALL REMIN6N 9 6YP WALL Bo.HEN CLEAR CEDAR PANELINS THRLISHLVT I I NEN ErLAVATED E asnN6 2XB I —- I I I I I I LLT-----1 V f LIN16 UOX FILL EXTERIOR WALL CAVITIES W SPRAY FOAM IW-M.EQVIV r0 I a 2 1— TIN a 10 Ex snNs DWELLINs Is To RX OR 6REATER I I III I BE LIFTED AIDEXI5mi6 I I r---1 I I I STOR46Ea O.C. III r', cru FOUMDATION WALLS r1 I I I I I I I I I RECREATION SPACE L J I L J AND FOOTINS ARE TO eE NON NABIrAe 1 11 I �`'ED" " SYMBOL LEGEND IIII N I I I I I I I NeN PARTITION O%LWI6rm M, -_ __-- cs NOTE rA6 I I , I IIII ' L _ I I I I I I I IIII f - J I I IIIIIIIIIIIIII IIIIIIIIIIIIIIII r,'I 1J Cizew- 11II1IIIIII1IIIfII1IIII-jIIIIII__ -=I'-•�/IjIII1IIIIIIIIIIII IIII IIII IIIII NEW RATED PARTITION ON �Q- ROOM TAB IIII II --}cR•EreT—Ele 3 MSTIN6PARTITION TO PARTITION TYPE rah___ _r--_-, RECEIVE N5,1 61P BOARD EX15TIN5 PARTITION TO RELOCATED 3,500 PSI II— ' 1Iu----_- REMAIN COWRETE iIII -° �T PLAN rl ca L__J CEILING WI&Hr WA #4 VERTICALEX5TIN6 DOOR TO PATH BMS o 3YAOL REMAIN HwzOAERs a1Qg2Tf 2X8 FJ5 9 BE REMOVED I 04. SECTION OL XMARER I I I rI I I N I 111 I i N i BOILER ROOM iIII (5E 5CH I j ��I _COL IIII EXISTIN9 DWELLINGS IS To r 1 I i I I I I (SEE SCHEDLLF) a s-i INDICATOR I I LNBN 3-V2"b 5R LALLY L44444 J BE LIFTED AID EXISTING ' I U-_-__-i I I 3$LLO P51 20'X8' STC.BASE lblmCryFOUIDAITON WALLS yI - S SMOKE DETECTOR 3 c�N CRETE FOOnNG ATOP 5/6TH Bk6' IIII AND FOOIT.ARE TO BE III E asw DNLLINS I I ri------ I W 2•X8•KEY AND.4 STEEL BAS TO NEW aDOo 1 IIII PLATE REMOVED 7T6za�r ONr I H I Is rO BB LIFTED AND I I I I-------- I I BMs a e ol. I PSI C14C FOOTINS WV2• 3 I g m IIII IIII Ew5nN6 CMu 11-t T T 711-1—r p I ' DIA.X IB'LONS NEW 04 I Q I III F I I FcwAND DAnoN WALLS {/ 1 1 1 1 1 1 1 ` 1 BARS a W OC.EACH WAY » IIII I j l l ro Re4o�vm /� 1 1 1 1 1 1 1 1 m I 1 i4's L`1'�1/4 I I I nlROV&m I I I I I I I I I ----------- -- I ----------- ------ L IIII 11111JJ_L� I I r I 1 L----------- ------------ ---------J FI-------- L ------------------------------------ J NO.DATE IDE56RIPTION IL--- J -- - OI 05/2v22 ISSL®FOR1243'-4 112' REVIEW 02 1011222 ISSI.ED FOR FILIN5 03 02/0623 ISSIED FOR SCM FICINS EXISTING CELLAR PLAN r,-� PROPOSED CELLAR PLAN SCALE v SCALE = 1/4"=1'-0" I EXIST EXIST EXIST EXIST J EXIST II R Y a _ I TTP REMX7VE EwsnNes KNE wall '^ HW�� !J 30'KWE WALL SCEP FLOOR CLEAR 3O•KNEE KALL it ��A� CEILINKS BUILDING PLAN REV_IEN-NOTE: I 92 PB19VE EASnN6 PARTITION a 3'-I-1 U2' 7'-2' 6 6'-10 3/4' b 12' 7 2 2 1 a T- - k WALL,TrP FOR SYMBOL i NEW 2°X - `-1 W.W2WADER- w2w2WADEz- i�s1-4a s, �� , .” ��l+i ! fe} ��REMOVE Ewsn a6 Dc OR rrn J 64.0 METAL SPIRAL W R311..7IO TO CON PLY 4� U N 9 i FOR SrMBOL W 2311.7101 _ - 2023 L I I I I � - rEr1 STACKED sror� 1I I ":a -- I GiIMNEY FACE W KVnLELTLBL LMNSRCYN/ 5!-ir, LMWROOM es _. — --____—�I R W = STONEFLOOR,CLEM LINE OFE ovE w6 - CEDAR WALLS AND n6LLmPm ;o C S eEallefi Wvts ob ——— — M4EATE12 VEIR (21 z z (21 2x1z Nei 4°X Ba T pa — U2 i'`. • - HEADER WADER RRO.EfiT NAME: BEDROOM ' i GED KADILLAK GYP SO '� � DRYER f I� I 1 - i ! 1 ADDITION TILE FLOOR � 1 0 o CO S a GYP BD ' I STREET ADDRE55: 775 MILL CREEK DRIVE YIN.LS I TOM, EASE YORK STATE - ®T ------ J POSTAL CODE: 11x3`1 LOTS 1000-135-03-35.1 SITE N1NBEt: WA REMOVE Ew5TlN6 ,�— Y-- REMOVE EwsnN6 �sn MOOD FLOOR MILLWORK I FLIMBINLS a SYP BD WALL5 �._ FIXn1RED REMOVAL PLANS TE - AND NOTES EXIST FAST N J PRO.ECTWI55',2022-0021 / Qb'-4 I2' W r5'-B' Sgt�N 8 C/yA� INITIATED DATE: 03/0122 k34-0 1/2• ��OyA�.1 ��G�a GEGKED BY: SBA n FIRST FLOOR REMOVAL PLAN 2 4 B' PROPOSED FIRST FLOOR PLAN ` �NUMBER � SCALE = 1/4..=1,_0:. 1/4"= t'-°" SCALE = 1/4 1•-0�� 9p Oare+a pQ• A-1 00.00 �OFNE`T'Tj PAGE: 00F7 CONSTRUCTION NOTES &A-%tAUHRAI`ISTEVE AFFECT SYSTEM.COORDINATE ATH ow�R Cl 6EMERAL-REMOVE EgSTINS FINIS'®FLOOR N5 THROLGI'Li r INSPECT a6FLOOR, REPLACE ANY DAMAGED PANES.MEN YL'+OD FLOOR P9/BRE INDICATID. ARCHITECT C,2 6ENERAL-p7LHEN AND BATHROOMS ARE TO RECEIVE CERAMIC,FLOOR TILE t FLAT DECK EDPM CB�Nf BOARD BASE.COLOR AND TYPE 70 BE 55-FETED BY OTTER. YlATERPROOFIN&MEMBRANE w C,3 GENERAL-BATHROOMS ARE TO RECEIVE MOISTURE RE51STAK GYP ED IN ALL - PEDESTAL PAVER SYSTEM OTHER AREAS.PROVIDE TILE LF 4'-O.ON ALL OTHER COALS wTHIN BAnIROOMs w " PHONE:(631)553-6333 MSE TILE ALD CAP TILE -T— PO BOX 762 C4 KITCHEN CABINETRY AND CW4TEc ARE TO BE SELECTED BY OWER PL"ER Is To I GREAT RIVER,NEW YORK 11739 MAKE FINAL COIAELTIONS AND PROVIDE ALL FALGET5,SINKS,$HOMER TRIM ETC.ALL 70 BE SELECTED BY afgR.rJTCHEN 15 TO RECEIVE BALKSPLA H TILE,5E.ECTEV BY ONP✓82 AND INSTALLED BY CONIRALTORYONY � CS 6ENE RA.-AL EY45TINC EXTERIOR MALL SIEATNIN5 IS 70 REMAIN UNLESS DAMAGED 5TAJR61-0'0 METAL CO' BRIDGE AI 36'HIGH SiARLASE TO LOM>PI-Y COML'LLiANT: 3'-6' METAL RAILINrTO SIDE !b MffCFI ROOM 15 TO BE IHR FIRE RATED GEILIMYa AND WNLS.DOORS ARE TO BE 45MIN w 8311.7.10.1 M1OWNiED 70 BRIDGE. RATED. C7 REMOVAL ALL REMAINING GYP HAL ED PEW CLEAR CEDAR LAP BOARD WALLS AND "- CEILING TNWLGHOUr OPELLIN6 U.O.N.FILL EXTERIOR WALL CAVITIES w SPRAY BALCO-pCCE55 FOAM WVL_5XIV 70 R20 OR 6REATE R BRIDGE w 36'HIGH ME3N 57A442D TO FETAL RACING SIDE 117N b.-b I CHIKEY FACE w MY.INTEJ TO BRIDGE. I OPEN TO BELOW m I MANTLE SYMBOL LEGEND I BARCEDAR CEILI-AP m I BOARD CEILING I MEW PARTITION CS NOTE 7A6 NEN 2X10 0 NEN 2X10 (FILL� ) K�YUJ.L � RR516-OC. I 1 �� RR5 I6'O.L. NEW RATED PARTITION Q ROOM TAO _ EXISTIIK PARTITION TO "'I' O $ I BE 5TINs cHlruEr 7O RECEIVE LEN GYP BOARD O-' PARTITION TYPE 7A6 i I BE EXTENDED TO EXISTING PARTITION TO R RELOCATED III COMELY WITN 81003.9 REMAIN C �X X CEILIN5 HEIGHT +i 5-V4'X 5-V4'6LULAM ✓� EXISTING DOOR TO Y I MEW 2X10® I REMA, T DATUM `� C� $ '� RR516.OC. I K1N6 TRIFfi,TYP OF(4) PLOT RAN SELTION P✓BN 2X10 C P _ EXISTING Dg7WPW_L 70 A-7 MARK III' BE REMYJVED �16.OL.� =®C (S POOR ELEVATION (Sm 5LIIHME) 4 31 INDICATOR CLEPOOD FLOOR AR Q SMOKE DETECTOR CEDAR 4 BOARD LEILILAP NS EASE 4 ILIJI P r I FA.YE TILE BA77FL+DM1 FLOOR _ M!a'VELUM VLE 2230 fd.2£C SKYLIGHT -- - rbOD I M�r FLOORI I` 9' I 9'-II 1/4' NO.DATE DESCRIPTION 51 5/6' 3'-0 V2' I, OI 02 10/12/110/0.222 1�FOR REVIEW 2 155LW FOR FILING 128'_7• 03 02/08/23 1SSW FOR SCM FILING n PROPOSED SECOND FLOOR PLAN SCALE = 1/4"=1'-0" r----------------------------------------- r-------------------------------------� I 1 I r--E45 W ROOF OVER PORCN 5 APPLY GRACE ICE AID I , TO BE RE-BUILT ATH NEW WATER DAM AS 1 I , ROOF RAFTERS WRTOSTING BUILDING PLAN REVIEW NOTE: I I 1 1 I 1 I ALUM FLASHING AT ---------- -- - - �' _ _ _ VALLEYS,RAKES.t - --� _ ^Y.�-_.�•-._---.>_, -------- -- - _ _ I DO-eLE LIME INDICATES WALL BEOM -�,_, _ _^ _ -`- Imo• ---�. _ _ f _ _- r _ G, r - -_ F - v U IV 2023 111111 Y IS TO REMAIN =�I - �_ -� _ -{ i r -�-r - y�j - 30zfG Of T.T17 CPS I I 1 ♦\ i 1 i- - ��_� a - - - ��- rte`-L. -�__i-�� _,,� l ^ • PRO.>ECTNAME. - x \\ �� JJ-' Ja_ — ' ,- I: :__� — :` KADILLAK r, _ (2)oEr1 VELLUX WE 2246 -L-J--,�I-_, _r_F. �. F Me two®® r, , '` M�T2Xoo j- -, _ 1 1 I SKYLIGHTSRR ,�c ADDITION / ♦ I LI-' r, _ "F- -J r P 5TRE_T ADVRE9. 715 MILL CREEK DRIVE I / ♦ J �i�J�� iJ ^~ ~ter �'-r- �- t row+: EAST MARION / ♦ I EXI571TK ROOF OVER r3-0 J -'- i, l -' STATE: NEW YORK / \ OlTDQOR STORAGE 15 TO _L�.��`�� Z} r":� _ _IJP J L� -�, P05TAL CODE: 11939 REMAIN LI �Vr t i L jr _^J F �rLt .F LOTS fOOO-I3so3 3s.1 L =J--' -� --L• Y�- SITE Nktoz WA NEW VELLUX WE 2230 .' CONSTRUCTION PLANS e\ I RAFTERS�TO BE R�erovm. 1 1 , �SECONDFLOORAD — _� P_�: AND NOTES 1/ ♦ 1 I INSTALLED RvoF TO BE i)< -----------------------------------Y - r.=,zr —_--__-�� --=-,ter `.� i -- -CONT wc�SE VENT w -~ t�µEo gR FROXrT NITER:2022-0021 y �y� INTIATEJ DATE: 6J/0I122 rsEcr BuaRD 4 �O`y1E''B DRAM BY: SBA Cf ECKED BY: SBA FIRST FLOOR ROOF REMOVAL PLAN 2 PROPOSED SECOND FLOOR ROOF PLAN 2' 4 OPMNO MR-TER, SCALE = 1/4"=1'-0" SCALE = 1/4"=1'-0" 1/4•- T'-0" 91, oa760 o� A-101•00 ��F N£T'1 y' PA65 *OFT STEVE AFFELT IXIS71N6 LNIMNEY 70 = - -- - "- --_-_--- - __- _-- - EXI5TIN5 CHIMNEY TO ARCHITECT BE EXTENDED TO - - --- ISE EXTENDED TO CIDI'mr WTFI w003.9 - - - - - - - -_ - - - -- COMPLY WTH wO03.9 PHONE:(631)553-6333 12 - - - - -- --- _ - --- - - GLASS l ALUM RAILING PO BOX 762 - - Q 12 - _- _- - - _ - -- - = STH owCOORDINATE GREAT RIVER,NEW YORK 11739 - - -- - -- - BD.2DRMRMIFAD - -- --- -- -— - - -- - - BD.9ORMOQIIFM ■ ■ - - - - -___ __ _ ____--_ _ ___ __ _-__ - - __ -_ FLAT PECK EDPM ,•�pm - --- ----_ -- _ y XATERPROOF INS Cep F MEMBRANE W F PEDESTAL PAVER TT8046 Th6046 SYSTEM FINBIiD YY.gD ft[LR FPt51®YLGM iLOLR PP EX1571N6 BO SID R MRIs IFi10 BD.MJ R MRYIIFM ■ I[i❑ �Ih IXIS71N5 EXISTING �� EXISTING PLOT PLAN TRN3D46 TR�6 P Faa�J®FILVR HEYA EXISTING FPY�FILVR 9EVA j N I I J I I l • I r----I I I I s.' ----1 I I I ---- - - sees I =Q- --------------J L-----------------� -------- ----------- ------------- peeve seem ®® WALL CONSTR IXTION ALMININ LEADERS AID WrIERS 5/4'X 6'WDOD FASCIA WRAPPED IN ALL. NO.DATE DESCRIPTION �1 PROPOSED FRONT ELEVATION n SIDE (SOUTH) ELEVATION VENTED TtSBEADBOARD SOFFITS °' 06126122159 FD FOR REV EW OVERHANG(SEE COLOR 02 10/12/22 159ED FOR FILING SELECTED T D B COLOR Alm STYLE i0 BE 03 OWO&1?3 155W FOR 5CDH FILING ROOF colssTaenoN Se-ELT®e�"OPa�z IB ARCHITECTURAL ROOFING R3 RrID INEL ATION NB'I 30a FELT PAPER AIR BARRIER NEN 2k10'ROOF RAFTERS 6 I6'Da. EXISTING J'STRAND OSB PLYI,"O NEW 2'X12'w06E SHEATHING NEW 4X6 COLLAR TIES 0 64.O.L. N54 2'Xb'WLL 5RVS 0 IWOL.W R23 NEW 2'XIO•CEILIN6 JOISTS O I6'Dc. ROCK WOOL HELL,y 6(P BD NBN CONT.RIDGE VENTS EXISTIN5 21X4'STIRS®16104.W EXISTING EXTEND ICE SIOLD 24'HORIZ DIM FROM IWIL EGWV 1 IR'6TPSM BOARD ALL EAVES,VALLEYS t JWTIONS EXISTING WALLS t LLC VLE55 NOTED W BATT IWkL ELUIV TO R49 OR 6RE.AT9R ANDERSEN WINDOAS"ITE) BETPEEJ CJ5 TD. iD EUILDINO PLAN REVIEW NOTE: EX15T1N5 CHIMNEY TO BE EXTENDED 70 ' coN,PLr rurH w°D3.9 CUiTOM arTOM 61A55t ALUM RAILIRS f p� Af P LU570M� �LUSTOM SYSTB4.COORDINATE "-_-__—__—__ f ,U N - S 2023 12 GLASS<ALCM RAIL(N5 NTH CRIER _ _ __ _ _ ' SY51Bd.LLIORDINATE - - NTH OMER --_-_---- _ FHBWDS FPYBWS FYd{31685 FPWWAR �.�IORwrc�N ono FLAT DECK EDPM B WATERPROOFINGa- �� I»el3RAleWPEDESTAL PAVER RAr DECK EDFM .q$ SYSTEM _ -- Board of Tinis:1"C$KATERPROOFI MEMBRANEFING n ~r`1 PEDESTAL PAVER SYSTEM HNs®•F.GCfD Furca Fans®srsoro na'a PROJECT NAPE. BO.]lORMCOH IFAD Bo.�RM�HD KADILLAK ,n�� ADDITION �, II I • L13 � 5TRlETADDRC55: Tis MILL CREEK DRIVE EXISTING IXISNNG EXI511N6 EXISTING FJ05TIN5 ,p 'o TOWN: EAST MARION LII �� STATE: N64 YORK uu U POSTAL LODE, 11419 Farm Fuca—A �y®�gEVA LOTS 1000-135-03-35.1 o FY'FBP6BAFLR SITE ftf, - WA BUILDING ELEVATIONS I I I I I I I I I I I I I I I I O\�,k, ED �ylr INITIATED DPAM 2003/1/12-0021 I__-- I I --------------------------- I a�gtie ��o DRAM ', SBA ---------------------------------- ----------------- ---------------------------- �1 CHECKEDECKEDBY: SBA ,k . * DRAWN6 NR�ER, �1 REAR ELEVATION SIDE (NORTH) ELEVATION 03761 A-200.00 a SCALE: 1 4" = 1'-0" v SCALE: 1/4" = 1'-0" SITE y0. OP N PACE, =3 7 STEVE AFFELT R��D T° 7O ARCHITECT PHONE:(630 553-6333 (2)NEW VEIJtt O BOX 762 aING Tmr�4 6uH n f ° I' I. aNG TR15s PGREAT RIVER,NEW YORK 11739 t p 5-114'X 5-1/4.61UAM VLE2246 yy CLEAR CEDM LAP '" SKYLIGHT AIR GAP BEHIND IIEU.AnON r"T® BOARDS ON WALLS R30(I-V4'n)ROCK WOOL MECLATION Alm CEILLINSSBALC A�� N i" BRIDGE w 36'HIGH NE`W YELUX ® N METAL RAILING SIDE CONwLTANT, �yIN VCE2230 MICIAITID 70 BRIIX'E SKYLIGHT L B°.m R wtOC111EAD B°.2O R w1[gl1EA0 CABLE RAILM6 SYSTEM �\ BEDROOM �\ @EPRIX CLEAR CEDAR LAP PEDESTAL PAVER n E BOARDS ON KALLS AND SYSTEM OVER WPM CEEUN&S FLAT ROOF SY5TEM rnuy®ysao aaxt Fms012.1 n.au .�I I��I�11��!!�1�1� NEIN a NEW 2X10 FJ5 0 NEVI 2X10 FJ5 o NEW 2X6 RR'S 0 16,OL. I6'OL. 16'°L. en.a°RwNxw�An O I STAIRCASE To COMPLY • •D W/R311.7JOJ - q® @ Q KITCHEN _ ® Lluf/kS PORIAI PLOT PLAN REAR P lLl� xNx XNX� E22tf SE � W� WN FxFJ®FILCRL FW FI°GRfl A N fl,as a FA5T 2X6 FJ5 0 EXIST 2X6 FJ5 o EXIST2X6 FJ5 0 - r, _ 16'OL. 16'0,C. I6'OL. T— NE34 3$0.0 P51 EXCAVATED - 1 NE3N 3500 PSI EXCAVATED CONCRETE OVATION P CONCRETE e'TH Bd5f2+ +1 p _ 4 fir c°NCRE7E rourmAnoN - KALLCa4CTE FcwmAnoN m - _ Y WALL w•4 Vamcu WALL NV W VERTICAL 1•x-13-V2'm LALLY - } 4 BARS 0 32.OL.1 a4 COL"W 24X24'12' _ BARS 0 32'04.0•4 ,T - fYOWZONFAL BARS o 16- P . FOOTIN6,TYP HORIZONTAL BARS 0 Ib' O.C. - OL. R T7-7'7''771 --I I — — —I a" _ ll�.s TTT ItI.�yT�DI.I� ll1n,I I.,-. — — — — q NO.DATE DESCRIPTION TT` — OI 06/26/22 ISSIJEO FOR REVIB4 0ONCR TE PSI FOOTINX6' WN 3 00 F5i 20'X8' 02 10/12/22 155UED FOR FILING LONCRE7E FOOTING CONCRETE FOOnNS 03 02/06/23 ISSLED FOR SCDH PILINS W/2'X4'KEY AND i4 W 2'X4' AND KEY AR4 BARS o 8'OL. BARS o b'O.C. PROPOSED SECTION THROU H BEDROOMSPROPOSED SECTION THROUGH LIVING ROOM SCALE = 1/4"=1'-0" v SCALE = 1/4"=1'-0" JCRTO.RUME 2X14 RIDGE BO BOARD 9 BUILDINO PLAN REVIEW NOTE: 5- X /4.6111 AMl KIM T14,55 .I ! SEAL GYP BD TO END I I { k W/ r I I j 1' P tii I� l 57UD5 CAULK,TYP I �L,.. �T AIR G mINSLLAnoN ! i' n-11'TW ROCK HOOL I AAATION ! I; TAPE ALL DRYWALL INSULATED I % j �y 5EAM5 GEILNY/ATTIC !'l A �!� AIR END M ru PEAL W CAbLroTY u 1 � ,I'� 5E4L PErrrErRAnors SEAL GYP BD TO TOP rJ(l C`� AIR TIGH(FOAM PLATE W/CAULK TYP LIUi J \ A SEAL GYP BD TO I NS BALCONY ACCE55 /\\\ / I BOTTOM PLATE W/ THROUGH TOP PLATE Y1/ BRIWE W/36'111614 CALLK TYP AIR n6FT FOAM .�OUt1 iCl�IC�'vd�1 1 METAL RAILIN6 SIDE y ! MOIMIED TO 88105E \\\ �/ / F car!of T+steel --_ -- g CLEAR CEDARLAP ew M ROOM BOARDS ON WALLS Arm WTC4kiALLSr17 ON INTERIOR CEILLIN55 tw.aaN.wrrvNlew EXTERIOR WALL �I�NOT REWIRE PROJECT RAW. 6`RC ETO<OP- KADILLAK STaR°ASET°°DMP-Y 3 TYP END WALL SEALING W/8311.7.10.1 REM PORCN SCALE = 3/4"=1'-0" k •"90 OUREr50NINTERIOR ADDITION WALLS DO NOT REXRE 5EALIN& 57REET ADDRESS, 775 MILL CREEK DRIVE RAL[>EPIN 06L ATIoN OJBt IC RATED AIRMT16K TOPA EAST MARION acax ae'A LIGHT FIXNRE LI6K FIX71�CAN STATE NEX YORK NRf16M N4RE CONELTION ASTM E-20 POSTAL CODE: 11939 EXIST 2X8 FJ5 o EXIST 2X6 FJ5 o EX15T 2X6 FJ5 0 E21cE FROM AIRT16 rCnaN BOX TESTED) �� ON LOTS ICOO-135-0335.1 Ib'OL. Ib'OL. Ib'O.C. — LOT NAmBi: WA INTERIOR WALL5 DO -I rNEN 3,50DPSI EXCAVATED -� NOT REQUIRE5EAL1N6 BUILDING SECTIONS CONCRETE 6'iH 4 BMS®32�OLAA� COLI M4YU212' � O KALL N&13V2m LALLLY _ .0 SM CAP AND DETAILS - — HDWZONTAL BARS o Ib' PL.FW71NFi,TYP � DRYKALL A V CAN INTERIOR WALL IlEEN INFERIOR 16HTS DO NOT REo I METH A GASKET IF µED PROJECT NI BER,2022-0O2f REW'ARBD BY MtAr� SEALING N07 REQUIRE �� ARC _ FOR �g N e. y� INITIATED DATE: 03/OIQ2 �C9 W 'T � DRl4'dT BY, SBA CFECIEP BY, SBA 2 PROPOSED SECTION THROUGH LIVING ROOM FAIR CEILING AT RECESSED LIGHTS n TYP INTERIOR WALL SEALING ORMN&WIM'o3j 2SCALE = 1/4"=1'-0" -'r SCALE = 1-1/2"=1'-0" v SCALE = 3/4"=1'-0" y2, 011 p� "A'-300.00 EDF NE`T'1-1 RASE, 90F7 STEVE AFFELT PLM DRIP ED6E OVER 9EAWNS,PAD RDOE BEHIND MOULDING ARCHITECT SINSL�TO Mnru ROOFING 2 i cERraNIEm PVC MOlwlrtG 51PF50N HE RR1CAE STRAPPING _ 2�a a.aKlrre AP16TS FROM O•TO U2'Fat Fr.OF SLOPE COMPENSATION. cormraa5 RIDGE vEirt PHONE:(631)553-6333 WITH PRE5CRIBm NAILS BHTHOT INSECT SCREEI 3 X 3'CERTAIN(EED PVC,FASCIA BD ROTATE� BOTH SIDES ASPHALT ROOF SNIHJFiLE6 PO BOX 762 OVER EwsnNG BO+H Far EPEE RAFTER GREAT RIVER,NEW YORK 11734 OSB ND SHED PAFaR. STRAND 5FEA1HIN6 CERTAINIEED SIDING OVER AIR FINGER r BAR.RIE2 LOH5U.TANT� a e RAKE FASICA DETAIL SCALE = 1'=1'-0" �TJ.TION pb pIR SPP �LAry�,AIR6 9 9 P M m RQ� a e m �'�AE,�� I!1'�FT MAPLE HANDRAIL,SANDED Alm CLEAR IAB(5) . COATED YU POLY URETHAN POINT BOTH FINGER TABS Dowl HILL ROTATE DISCS IN RELATION TO EACH OTPER FOR MAXIMM SLOPE COFIPET6ATION. TO COMPENSATE FOR AN APPROXIMATE RANGE(0-430 OF SLOPE OAK WOOD NYEL P067 SANDED 6 PLOT PLAN PAINTED MITE VB LEVELING BASES FUNCTION AS TWO L04 LEVELING 01505 WORKIN6 706ETHER AND ATTACH 7O THE BOTTOM OF ALTERNATE SIPF50N HURRICANE PEDESTALS.2 LD4K s MAY BE STACKED BELHE OW TVB LEVa1N5 BASE IN ORDER TO COPFEN9ATE FOR p ALT SRNTOR5 AT EACH RAFTER AN ADDITIONAL.O'TO 1AP PER FOOT(0-030,PROVIDING A R XIM,M OF P PER FOOT(W SLOPE COMPENSATION. RIDGE BOARD AS PER PLAN N RE-INSERT REMOVED TAB5 RIDGE VENT DETAIL DRILL 51DE HOLE,INSTALL WASHER AND AVERSE PAVERS TO MAINTAIN PLACE 811 FLEXIBLE Po1BBEt SHIMS,WiOLE 7 AND HIT TO SECURE NEWEL POST TO PAVEW5 SPACING 6 YP)SEE NOTE 4. OR M SE6hHtTS,INVER THE PEDrSTAl IN FLOOR PLUS,HOLE I•L/WOOD 70 VER55AI2JJ5T PEDESTAL& TOP OF NEW DECK A STAIR STEP FASHION 70 60413ISATE SCALE = 3"=1'-0" MATCH ROOFING OR WATERFROOFIKS TDP OF PEDESTAL FOR SLOPING SUBSTRATES USE NO MORE PRE-DRILL NEhEJ.P057 IN CENTER MEM3R/VE —� DAVDV HEIGHT THAN 2 SHIMS,AID ADHERE TIgM TO EACH FROM BOTTOM FOR LAO BOLT MAX SAP US,•wDTN OTHER wrH CONSTFWTION ADHESIVE VB SLOPE LOPiF815AVON AT PERIPETER(EYP) ADHERE SHIM M WOOD FLOOR E06E STRIP TYPICAL 40 P51 BEARINS SURFACE VER5ADJIST PEDESTAL PLACE wTIl SLOPE TO DRAIN 115ULATION PLACED UP51DE-DOM POLYURETHANE DO NOT ADHERE TO SUBSTRATE ROOF DECK W TABS REMOVED C015TFXTION RADIANT H SATIN,6ROovED ADHERE M,LTIPLE SHIMS ADHESIVE PLYWOOD SUBFLOR TOSETFEt HIDER PEDESTAL 01 DATE 15 DESCRIPTION PERIMETER PLACEMENT W/CANT STRIP Bl is UNDER VERSADJUST OI OBR6/22 155Um FOR REVIEW 02 10/J2(22 15WM POR FILING ® ADHERE wn+Q O3 OZOei23 ISSUED FOR SCION FILIN5 'm LAS BOLI WITH THREADED END PO-Y�coNS_� 1 WOOD FATION SCIA TRIM PANTED Y&II1E BII PLACED SHIMS MAY ADHESIVE NB4 LAP 51DIN6W AIR BII FLEXIBLE Ia,BB$2 SHIPS MAY BE EE PLACED ON TOP OF PLACE ON TOP OF EACH PEDESTAL r0 PEDE5TAL5 FOR MINOR B^RRIH2 OVER EJc15T NEW(B)7X10 FLUSH HEADER W/ DAMPEN THE SCLPD OF FOOT TRAFFIC. MAY BE CVT1� LEVELS&OF PAVERS PITH SHEATHIG ON WALL STUDS w RI9 INSULATION SIMP50N JOIST HANGER 8115 MAY BE Ism MOLE OR CUT INTO INTO THICKNESS VARIATIONS. 2 cs SOFFIT BRACLN6®IS, SEGNENrs FOR swrwlNG. SEGr e+rG ISE sHlrs MORE THAN z O.C.W/VENTED VINYL 5OFFr - LIN OF CEILING BEYOND NEW S,YP BD BELOW BRIDGE JOISTS HEADER AS PER PLAIN B11 DETAIL BI Is ON TOP OF VERSADJUST AZEK TRIM OR EOTIIV ALUM DRIP EDGE ,� INTERIOR RAILING DETAIL PROOF DECK PEDISTAL DETAILS BUILDING PLAN REVIEW NOTE: WM INEATPER PROOFING _ F6RAPPm AROUND KWOW SCALE = 3"=1'-0" ANDERSEN KNPOW P ;.—' _ e" k. ,_ f_-:-_•__ 1 , STYROFOAM AIRFLOW BAFFLE PAVER NEW ASPHALT ROOF SHIN&LE5 W/ BOTTOM OF METAL CONTAINMENT 3W FLET PAPER OVER EXIST V2' MAY BE BENT OR CUT ABOVE FASTENERS PLACED AT 4'' A JUN cJ 202" H 058 STRAND PLYYYX)D 5057PATE TO ALLOW WATER TO JOINTS BETWEEN PAVERS .. '0. a• a A �J U 1: �v WINDOW HEAD DETAIL �THINr ESCAPE•METAL CONTAINMENT MIST 1 FULLY CONTAIN PAVERS,AND KST SCALE = 3"=1'-0" TIE BACK IN TO A BUILDING WALL LE06ER BOARD SEAMIF55 OR PARAPET. _ srA1NLEss AIMS METALIECE EDGE p STEEL OR .4'4UiiIViO 2C�4'Fi ArroERBNwNmOw 226A6ALV.OR DECKING ---_•_.-- PRE-FINI5PER METAL -p - FOAM D MNOIN6 INSUL BOARD FASCIA FOAM ARCND wHDOW BOARD NRAFP® IN ALM PROJECT NAME: AZEK STOOL I VENTED VINYL SOFFIT KADI LLA K APRON TRIM OR EdUN PROVIDE CONT.BEAD N 51 LAP 5119/116 W AIR BARRIER ADDITION OF SEALANT AT OVER g ose sHFArww ON WALL 6U TER BLOCYJNG AND GYP STUDS r R3 R161D BEI.LATION BUTYL FEATHER BOARD A6AIN5r SILL STREET ADORE 5, TI5 MILL CREEK DRIVE RRO7FIN6PLATE TOM. EAST MARION WQAPPED ARORD STATE: NEW YORK wNDOW POSTAL CODE, IIY:fI LOTS 1000-05-0"5; RI61D BOARD SITE HLPEER, WA ISAATIOR MIN R-3 VIEWLAP SIDING W, BUILDING AIR BARRIER OVER CONSTRUCTION J'056 SHEATHING APPLY CAULK A6AI15T PLATES TO ON WALL ST DS W SEAL GYP ED TO WALL TO CREATE AIR DETAILS SPRAY FOAM INSLL BARRIER.RE E R TO AIR BARRIER DETAILS ON FN-002 Ep ARC PROJECT N P15m 2022-0021 �O�y��1fST B. INITIATED DATE, 03101122 DRAM E 0 fA n� CFECKm BY, SBA WINDOW SILL DETAIL ROOF EAVE DETAIL PROOF DECK EDGE DETAIL * °�" �" �' SCALE = 3"=1'-0" i SCALE = T-1/2"=1'-0" SCALE = 3"=1'-0" '9�. 037B1A O� A-5��•�� FOF NE`T'I-1 ., IO OF7 ORAROOF PRIME MASONRY STEVE A F F E LT INSULATIONTION RUBEROW/6AFGLAS FA5TENER5 APPROX.24"(610 mrcJ O.G. M ARCHITECT SEALANT-CONTINUOUS BEAD R0H2O1D s 1272 MODIFIED BITUMEN FLASHIN6 MEMBRANE FASTENERS MAXIMUM W(203 mm)O.G.FOR MINIMUM WOOS wd LENGTH5 UP TO 12"(305 mm)AND 4"(102 mm)O.G. PHONE:(631)553-6333 BASFJPLY SHSHEET(S) FOR LENGTHS ABOVE 12"(305 mm) PO BOX 762 ENERGY(FUARD CANT STRIP-SET IN BITUMEN ,� GREAT RIVER,NEW YORK 11739 (2)J•m A325&ALv sn ' •^',; NAIL 3'(Ib rrrn)O.G.sTAGGERED ®6i BOL7S W I-112'NA%E 5 A`V T5 PRIME BOTH SIDES OF FLANGE AND SET IT IN ROOF o _ 2°(51 mm)WIDE CLIP-APPROX 3O°1762 mm)O.G. c 0 2X6 MV COLLAR TIES CONSVLTANT� ;y GEMENT ON MOP MB,COLD MB,SA FID,OR BUR SET RUBEROID /6AFGLAS BASE FLASHING PRIMED FLANGE IN HEAT-SOFTENED MEMBRANE ON TORCH AFP AID HEAT-HELD 565 SYSTEMS. _ RUBEROID /6AFGLAS MEMBRANE w:. `:..:•.. . -- - BASE/PLY SHEETS 92 _ MIN. ENER6Y6UARD ROOF INSULATION :.... (U 5-V4')5-V4'6UJ AM COLV TIES CONTRACTOR 70 VARNISH TES PAINT " DECK _ n e PLOT PLAN GUTTER FASTENED TO WOOD SLOGKINB WOOD BLOCKING I.WHEN PARAPET WALL EXCEEDS 24'(610 mm)IN HEIGHT,REFER TO DETAIL MB/BUR 6,"HIGH PARAPET HALL.' 2.MA50NRY WALLS TO SE PRIMED PRIOR TO FLA5HIN6. WOOD WALL5 REQUIRE BASE SHEET NAILED TO WALL 5.(203 Tm)O.G. N ALONG TOP AND LAPS AND 6'(203 mrt)O.G.THROUSHOUT THE FIELD OF THE BASE SHEET ON THE WALL. NOTE` 3.BASE FLASHING ON ALL 15-$20-YEAR EVARANTEE SYSTEMS MUST HAVE A BASE PLY. REFER TO FLA5HIN6 L BA5FJR_(5HEE7(5)TURNED OVER EDGE A MINIM)M OF I V2'(36 f a)OR THICKNE55 OF NAILER,WHICHEVER 15 6REATER M R-ORANE APPLICATION AND FLA51ING SPECIFICATION PLATE5. 4.SEALANT AT TOP OF SURFACE-MOUNTED COWERFIA5HIN39 IS A MAINTENANCE ITEM Alm MUST BE MAINTAINED THROL6 M THE LIFE 2.FOR DRAINAGE OVER EDGE,USE METAL WITHOUT GRAVEL STOP LIP. OF THE ROOF TO ENSURE A WATERTI6HT SEAL. �1 FLAT ROOF GUTTER DETAIL FLAT ROOF EDGE DETAIL �_ KING TRUSS COLLAR TIE CONNECTION, TYP SCALE = 3"=1'-0" C2 SCALE = 3"=1'-0" V SCALE = 3"=1'-0" NO.DATE DESCRIPTION OI 06126/22 1S5/ID FOR REVIEW 02 10/1212 155UED FOR FILIN5 _ HP'RDNI"FLOOR t 03 PLYW7<OD 02/06/23 155,ED FOR SCDN FILING SUB FLOOR - BEAK SEE PLAN -- _F.15,SEE PLAN 6'X6°)0 'TH 57EEL FLATS — 3V210 5m COL,5/16'TH (U 5 1/05 1/4'6LIAAM COLLAR 3/6' TEE,CONTRAC R TO VARNISH BUILDING PLAN REVIEW NOTE: 00 NOT PAINT 3112'0 STL COL,5/16'TH (2)JV A325&ALV Sn THREADED 2•s^+ E~ �_ � L, _�' ^,.,r. -•y I BOLTS W I-V2'WASHERS AID BOL75 f' i -`� •� i I"' i V W4'THICK STEEL BASE NEN HNDOW(BEYOND) PLATE W V2'DIA z 12'LANG 3V2'm 5TL COI.,5/16'TH 3/6• A1Y:NOR BOLT A7 EA LOR1l82 DOUBLE RAFTER AT ; EACH COLLAR TIE,TYP f t- -•�7 "U J rI/3 i II liz ° o e I I II d e 9 ; --- Gii(%Sav c,-,Ti r>FJN w BARS a 6• 'L¢. OT EAG1 WAY r IgW In•m ANGFIOR � .. BOLTS _ _ - _ ..Jn ;.--'_::--1COO P. COMPACT 3/4'8125701E PRO.Etr NAME, 6RAVEL BASE TO 95% KA D I L LA K NBN FOCnNS ADDITION d d EXI57EARTH STREET ADDRESS: T75 MILL GREEK DRIVE iA. 4 Q Tom. EAST MARION 1 ° STATE: mw YORK _ _. .. - ...__. .__ - _._- POSTAL CODE, II°Ei9 --.—__-.- ___—..._ __- _____— _-___ _—_ _ -- - __—____ 3/6' Lo75 1000-13543351 SITE ftf,5E2, WA BUILDING ° d4 CONSTRUCTION \ / L'J DETAILS d d d TyEp,q PRO,FOr NRtBHt 2022-0021 kCy� INITIATED DATE: 0310M v to B'4A,p •� DRAM BY, SBA CHECKED BY, SBA n KING TRUSS ELEVATION n LALLY COLUMN DETAIL OR Mir, -'r SCALE = 1"=1'-0" SCALE = 1-1/2 1'-0'• 9p�037615 .4 A-5��•�� pP NE)'I/ PA6E: II OF 7 STEVE AFFELT �� C•° NEST R�IJ CT i®�N ®O °lJ 1V1�E�N TSS ,-� S E� ®I•N®�=r ST®'Rl� �D� �} ;I�T�I'®�N� � � * - �` ARCHITECT N =. ' #Yt i f �'4 r 5 a 7R' s - .�..... - P40NE.(630 SSD D:!E ISI Y• �R , •O I� Y{ � t- :nae,.'• ate_- >�+. >� �7- �'',':'�--•�. ;it/' � �§ %icy (� .�r :�. ¢f PC t3CX 762 tt-0° Y ' - 4Y2 /:fv....-SCT- .1.X�''.'} ,' n.S+, •T`Y��w�. - - �h i. RAT RIVER,NENYORK-' a `-S: .. � "".L 'SCS v - +' �'� :FSE'd' s.r;'�'.'-s .v p. �! ��r ,in ... _ `t ' tn� +'�:^' `ice ,x: :EAS T4A � l.� 9=39 - vY L�.�.,^ - '•c .®'4 :=:�' .sz':r�a .�.'- '.g•�,i:Y..:.,-- `•a -"oF', '"'•>„'-�> >�T'vy ri}t v'-�- ..£ :aeF-- a'n .�".' s'x-. :.�..-. 4 -5yY .,�. 'aj,•..t;;:r'r'^Yts �' .�^ .`f`... <v� moi.` .t'+'- �"'Ys• - ,GDNy,LrAllr: DRAWING INDEX SCOPE OF WORK: DESIGN CRITERIA DwG.NO DRAWNG TITLE NITE WL ISSUANCE RtSION NO.&DATE PROPOSED SECOND FLOOR ADDITION ATOP FOOTPRINT OF EXISTING FIRST FLOOR(1)NISH BATHROOM(0)ADDITIONAL B-[DRCOP5 TOTAL OF(3)5-_-D� BUILDING PLANNING-DESIGN CRMIA(TABLE 301.2.11 IN.UNIFORMLY DIST.LIVE LOADS LIVELOAD 1-001.00 11ILEPAGE.DRAWING INDEX PLAN '0/1y72 04/24/23 LPON COMPLETION. 60 REPVLE EXISTRIG G`91 FLWDATION.Af9 FU]11NG fX1E TO FIELD COOIDITIGNS DISCOVERED LT,RING HIS START OF CO157RLGTI'JN. 6ROlO SNOW LOAD, 45 PS EX7ERIDR BW.CONIES (Nl G-0Ol.f!0 GENERAL NOTES AND CODE COMPLIANCE NOTES !0/1]/12 I 04/]4/]3 FLOOR DEAD LOAD: 10 P5F = 40 G-0UY.OD CODE REQUIREMENTS AND STRUCTURAL STANDARDS ;0/1y22 I 04/24/23 ZONING ANALYSIS FIRST FLOOR LSE LOAD, ^�P' PA%EN6B2 MB410LE GARAGE SD SECOND FLOOR LIVE LOAD: 30 P5F ATTICS HITHOUr 5TORA&E 10 6-00300 -URRICANE STRAPPING AND SIGNAGE ENGINEERED WOOD !0/12/22 I 04/24/23 ROOF DEAD LOAD: 10 PSF ATTICS WITH STORAGE 20 ADDRESS 7 BOROUGH: 775 MILL CREEK OR EAST MARION,NY 11 m ROOF•SNOH LOAD 30 ROOFS OTHER THAN SLEEPINS, 40 ARCHITECTURAL BLOCK/LOT: !WW35004I3W4Q5100 BA516 HIND SPEED, 130 MPH ROOMS SLE-PIN&ROOM5 30 A-100.CO -OUNDATON PLAN 8 FIRST=LOOR PLANS !0/12/22 I 01/24/23 ZORNG DISTRICT: R40 CATEGORY'' B SrAIR5 40 A.101,00 SECOND FLOOR.ROOF CLANS&DETAILS !0/12(]2 I 04/24/27 SEATHE DE51CATEFARY' B GUARDRAIL P78 HANDRAIL 200 iONwG MAP: EAST MARION 5SWC DE516HAREA, SEVERE A-200.00 ELEVATIONS OF EXTERIOR !0/1y22 I N/24/23PROPER„D=SCRIPTION: ONE FAMILY RESIDENCE FROST LINE DEPBL 3'-0' A-3D0.00 ELI DING SECTION AND DETAILS 10/12/22 1 04/24/27 NUMBER OF SSORFS EXISTING I STORY.PROPOSED STORY TERMITE PfODERATE TO HEAVY DECAY AREA: SL16HT TO MODERATE AI t(XVAw F LAiT Fr.TIMI A.SOOD] BURDNG CONSTRUCTION DETAILS !0/1y22 1 0'/24/27 WINTH2 DESIGN TBL°ERA7I,RE: II RAFTS Al SLOPE GREATER THAN 3/12 MTH NO FINISH®CEILD49 —- L/IBO— CONSTRUCTION CLASS: TYPE V-WOOD FRAME A.50'.CO 3LIUNG CONSTRUCTION UETAILS '0/12/22 I U/2./MICE SHIELD REOUIRFD INT HALLS I PARTITIONS Mao PLOTPLAN FLOOR HAZARD: YES'N"Do"ZONE FLOORS I PLA5TERED CE1065 L(360 LOTTYPE: PfERIOR LOT AIR FREEZING INDEX: "'R ALL OTHER ST%T.MEMEER25 L/240 f'FAN AIINIAL TEMPERATURE: 50 LOT AREA: 1!.105(JD%1471 NY5 CLIMATE ZONE: 4 EXT'HALLS W FLASHER LOAD OR BRITTL H960 DESCRIPTION REQUIRED EXISTING =ROPOSED COMPLIANCE FEMA FLOOR ZONE: WA �'HALLS.WIND LOADS H7 FLEXIBLE FINN HE1S5 L/240 EXT WAILS WIM1m LOADS W RE)DBLE FINISHES L/120 GENERAL REOUIREMEITS N PERMITTED USED(280.124) VARIES ONE FAMILY DWELLING ONE FAMILY DWELLING YES GROSSFLOORAREA LOTSUPTO20.000 2.TC0-1385112.551-2.23851.097 1.725 SF YES STRUCTURAL CALCULATIONS LOT COVERAGE(280,124; 20%=1.221 1.09719.8%I 1.097(9.8%) YES YARD REQUIREME415 LOT EXIST NON-COMPLY SITE PLAN 1 /16" 1 '-0" LOT DEP H 75-0 7 1042' � 'NO CHANGE CHANGE EXIST NONCOMPLY RHVIRED ANSP L22'7E 326/ FLOOR H"SIVIDS T$dYT FACTOR-I LLPM�-Dglr RR KI U#-BER-SAHN 2X10 F15 0 16'OL. REQUIRED=RONT YARD 35-0- 5T-7 52'9J/4- YES HNP FACTOR-OB7 MAIC HALL HEI&HT-5'-0' REGUFJ D SPAN-17-7 REQUIRED SIDE YARD(280161 10 MN,25 TOTAL 21'-9^,45'-4-TOTAL 124'.9-.57-S-TOTAL YES SLOPED ROOD A015THENT-I USE 2X6 5ND 0 Ib'O.C_OK THELE 314-MRL PANEL THICKNESS-7p6' (MILL CREEK) LUFEBt-SAWN 2XIORRS0161 HAIL xenRuc REQUIRED REAR YARD(280-T61 35-1 36'1-1/4' 36'1-1/P NO CHANGE YES MIND LOAD SPAN-1258 X B7 X 1=__..OK MIN HEIGHT REQUIREMENTS SHOH LOAD SPAN-1255 X I=_OK SHEAR WALL MIN PAMI THICKNE55=7/16'MN. OauE P�Nfl SHEAR HALL5 A5 PER PFCM 3.4.42 I A AND SHEAR.,,uT OfS MAX.ALLOWABLE HEIGHT(280 61 35-0'.2-1/2 STORIES 16'-11'ONE STORY 26'-I:'.2 STORIES YES WLLg�Af£a-TARE 324 A5 PER HFCM 32 NO.DAT DESCRIPTION LPLIFT LONELTQS rh O872br2 ISSUED FOR RE AEW PRSHPN oM S 45"2 7'42 E f OOD ZONE TONE AE(d 61 WA-DKf A CONTK11� �� R50 0 OF BD COMMON NAILS M EACH 50 02;07.'2722 15'9,ED FOR FILING S 41.54'15"E STRAP=6 A 2 6.14' ALL GENERAL CONSTRUCTION WORK SHOWED WITHIN THESE PLANS IS TO CONFORM TO THE 2020 RESIDENTIAL CODE OF NYS.ALL ELECTRI FCS 0 OF BD COM10N NAILS IN EACH RAFTER JOIST TO TOP !2-102(013/23 1SaE9 FOR SCDH FILING T�g6 24.29' MECHANICAL,AND PLUMBING WORK IS TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NYS ALL WORK IS TO CONFORM TO-HE 2020 mel ThkWr•54 I!1'MK PLATE CONNECTION=4 04 C6/15r3 REVISED FOR TRUSTFS F:LINS E%ISTIVG AND NEW 2i1� •7 e (tie distance ECCC OF NYS. ` IBIEIf OWNER SHALL NOTIFY THE TOWN AT LEAST 24 HOURS BJT NO MORE THAN a8 HOURS PRIOR TO THE START OF DEMOLITION N0, P`�XIXJ for 97 C —WTI, 0 OF BD COMMON RAILS IN EACH FOUNDATIONS E 55'2 'de tlTl N.ocelpn E6•{e Fled FOOTING TO BE 5? h � 4'Pu.Edge Zara b 5 6 ��1 V4'X 20 ISA.STRAP=3 1.126 SOFT S hS9 __ ZiC footing Interb(Z— 6 12 OVSLrtIRNIlG R13.-HOLD DOWFi WALL cone Won Gable CTtl Pbll Rake 4 4 106ffi-6' Wall (A ITM A -T F IB HIf87 4,360 L65. SEISMC 2,400 LBS. Conc REQUIRED•PAN-I2'-7LWE)ER- rocks DOW,FIR 12 USE 2X66 16'OL._..OK metal fence in FC �N - NEW MASONRY STOP � cOFlc. wOII TO BE CONSTRUCTED ^ 0.7'W -_ AT 12"ABOVE\FC n N ADJACENT GRADE (� Td0 °.5'W masonry PLUMBING RISER DIAGRAM SKYPLANE DIAGRAM 1 " = 10'-0" F9LDII`IC �LANRE�/IENNO+E: n/ stoop Cf AREA OF 2013 SOFT 2N0 STORY f•7 24'-41/2' 28,3' BALCONY 0 1,126 SOFT EXISTING - �7'-/3j_, FOOTPRINT CF OUtd00! LL t� 't-- _Q DWELLING h 5. -- AREA OF shower M J V) 8.5'x4.5' - 2ND STORY O UO ADDITION TEMP REMOVE AND Fp rte' /• \ - 'I !1 i� P zLTJSHOWOUTDOOR 6- yl l LLJ ER V JUN 2 0 J 2023 Of 8'0 X 4M-0'DEEP ce Q STORMWATER DR•'WELL 21.7— 2'3.6' Ya2aD Firm I ,A ; Q CONNECTED TO 1E'-4 3/4% 1 3zLd%2" TEMP REMOVE CUTTERS be LEADER• 1 _ �!{ T7.OF(2) - 'nstoop 1 \�� 0 CEDAR-BUILD r 7 r a _ ..... ..__. J �T m l`� 1 ^� ENTRANCE r� - 14� - �� Southold)0.arl L W , ` / / 1y Ft�YL IR' W p !">rLL DRYW�L ^ �4n1EmLL > u1.x24 2e'-u Ln• - DRY (� 4O vOf FRr I .j PRO,IEGT NAME r shed on m 1 ( U_ ,�� Conc. pod ry ; � t P NEwI/A SEPTIC KADILLAK SYSTEM --s—,m o 8 /LP/ / o — ----- ADDITION z 11 f�T/ smar ADDPE=.S T75 MILL CREEK CRWE Q bluestond CESSPOOL TO BE ` z ? REMOVED _- - _ \ STAT EA NEHI YORK / drive sTA�: NEW MASONRY STOP 3 �- / - - - - `\ POSTAL CODE: 143. TO BE CONSTRUCTED 'T - - LOTS 1000-BS-03-351 A V 75.00' 5:TE NIR"BER: WA AT 12 80 E R L 6 ADJACENT GRAD_ � � O - .S4 6• x_53 m 2 - _ TITLE PAGE, Pole Oe �� DRQ \x / DWG IPLAN & SITE - �� OWL 101o / V - ° FROSGT NJMB'R:2022-0021 �t troy Q �O ISN B. /)• INITIATEDDATE: 03/01/7-2 MET BA 9 PE1 F Y S CHECK 6 CHECKED BY: SBA :9 OW-HIND HUGER: 1/16'6 _ 1• -- '//1)A - 03765A y0�/ T-001.00 V�/f SOF NEVV.' FACE: 1 OF. Rev6bm S - OUNOSEG.No, m lSAN DLONG 70 \ \` 43 2B \ NORTH OAI1NIOlIMON < Y•i•, u \ m IcaeuaxN N � 1 � 0 ] V\G" ra f CO 2'L M f`- NO.If5011N P Ahq� , \\ SOIDI zsotn • a" Omimn oYe�,a1t � l'l SA 92A Ye/ O d6' r Pi nsY� / •\ \\ �Y _-^ __ __..-�– Hssherm•0uch Pond Az, �. 46 as DR. pNe. a 1661 OR � 4 023 Tj,' J1 OG1C 1'�6V 5 s I/ b u im n a 381 - `M�pOw<a - rt y ------ NOTICE C a t,� COUNTY OF SUFFOLK © E of SOl1THOL0 SECTION NO Real PYcperty Tax Service Agency v co 1ss unrycenmrWnTeaa,NYtfvot M 135 ry` rm'a1 Yyalvmu u.. —_— ue�.. --.-- o.mu.--..r-- +ar `S'.gym✓' axa A .1 rmcr xo P 1000 PRO PERTY MAP