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HomeMy WebLinkAbout49219-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE " « � , SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49219 Date: 5/9/2023 Permission is hereby granted to: QJSG Properties LLC 333 Central Park W Apt 106 New York, NY 10025 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 38015 Route 25 Orient SCTM #473889 Sec/Block/Lot# 15.-2-15.7 Pursuant to application dated 3/29/2023 and approved by the Building Inspector. To expire on 11/7/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,056.00 CO-ADDITION TO DWELLING $50.00 Tidal: $1,106.00 Building Inspector � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 41 Telephone (631) 765-1802 Fax (631) 765-9502 htt s://www.southoldtownn .)ov Date Received APPLICATION FOR BUILDING PERMIT p 1. For Office Use Only PERMIT NO. Building IrYgpdc'tpr. � a f Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,anb'"/ Owner's Authorization form(Page 2)shall be completed. Date:03/21/2023 OWNER(S)OF PROPERTY: Name:QJSG Properties LLC, Chad Gallant scTM # 1000-15-02-15.7 Project Address:38015 Main Road, Orient NY 11957 Phone#:646-734-3579 Email: Mailing Address:333 Central Park W, Apt 106, New York, NY 10025 CONTACT PERSON: Name:Gary Steinfeld/West Creek Builders Mailing Address: PO BOX 256, New Suffolk, NY 11956 Phone#:631-334-9205 Email:gary@westcreekbuilders.com DESIGN PROFESSIONAL INFORMATION: Name:Condon Engineering, P.C. Mailing Address: 1755 Sigsbee Road, Mattituck, NY 11952 Phone#:631-298-1986 Email: CONTRACTOR INFORMATION: Name:West Creek Builders Mailing Address: PO BOX 256, New Suffolk, NY 11956 Phone#:631-334-9205 Email:gary@westcreekbuilders.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $150,000 Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? Eyes RNo 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R80 this property? ❑Yes ®No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Gary Steinfeld, West Creek Builders BAuthorized Agent ❑Owner Signature of Applicant: Date: 3/z y/O-Z STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is they ! (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of hi " know and belief;and that the work will be performed in the manner set forth in the application file that uvi Sworn before me this day of 20 Notary Public Richard m.Noncarrow Notary Public,State of New II Rol-')IIC g ry OWNI1E]R Au rHORIZA rigim No.01 N06 4106 ounr (Where the applicant is not the owner) tin r�issieon i�pi es Jur 2 2C Chad Gallant, QJSG Properties LLC 38015 Main Road, Orient NY, 11957 I, ,residing at do hereby authorize Gary Steinfeld, West Creek Builders to apply on my behalf t he Touu of bout d Building Department for approval as described herein. 3 Owner's Signature ate Chad Gallant, QJSG Properties LLC Print Owner's Name L, 2 Scott A. Russell STORIMMA\'7[']EIK SUPERVISOR NIA NAGIEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - -- - - - - — - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Gary Steinfeld/West Creek Buicilders, Agent Date: ,rpus�lt"'� �, 04/03/23 Contact Information: gary )+l, st reekbui@ders.com IE-Mail&Telephone Numhei9 631-334-9205 Property Address / Location of Construction Site: 38015 Main Road, Orient NY 11957 S.C.T.M. #: 1000 District 15 02 15.7 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required! - Project does Not Discharge to Waters of the State. No.13RD.E.S. Permit is Required! Area of Disturbance is Greater than 1 Acre&Storm water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a B ildin Permit. Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold D Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town�Enineerin Department Prior to Issuance of a Build in Permit, L/ Reviewed By: Date: / Fnpm * CM('P-T0q nrtnhPr?n i n J W-3 i� � �' E'iVCd / ACOI�O" CERTIFICATE OF LIABILITY INSURANCE 07� /E2 °°"""'' 02.2 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Nicholas Zulkofske Brookhaven Agency,Inc. PHONE 631' 941-4113FF— Ax 61 941-4405 100 Oakland Ave,Ste 1 E-MAIL certificates brookhavena enc .com IN URER S AFFORDING COVE AIC Port Jefferson,NY 11777 IN • Southwest Marine&General Ins Co INSURED West Creek Builders,LLC INSURER C PO Box 256 INSURER New Suffolk NY 11956 8. 9R_9 IN§URERF COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDLSUBR,' POLICY EFF POLICY EXIP LIMITS INSR TYPE OF INSURANCE '.IC'Y NUMBER GENERAL LIABILITY EACH OCCURR NC 1 O00 000 A x MCLAIMS-MADEGENERAL X OCCLIABILITY UR X X GL2022LHB00168 05/09/2022 05/09/2023 MED EXP A n son 100 000 OAMAGE TO RENTED 5,000 PERSONAL&ADV INJURY..... $1,00 000 GENERALAGGREGATE _§_21000,00 EN"L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGO $2,000,000 XPOLI YPRO. LOC $ 1 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE 1.0001000 AEXCESS LIAB CLAIMS-MADE X EX2022LHB00045 05/0912022 05/09/2023. AGGREGATE $1,000,000 RDEQ I I RETENTIONS WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETDRfPARTNEFV'EXECUTIV YIN E L EACH ACCIDENT $ OFFIC!ERJMEM'SER EXCLUDED N/A See NYSIF certificate (Mandatory in NH) E L DISEASE EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OREOMQNS b low E ...DISEASE-POLICY LIMIT $. DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION ***PROOF OF COVERAGE*** SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD /Vak\ NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE IT ^^^^^^ 205334771 BROOKHAVEN AGENCY INC 100 OAKLAND AVE STE 1Iffil N-05 PORT JEFFERSON NY 11777 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER WEST CREEK BUILDERS, LLC TOWN OF SOUTHOLD PO BOX 256 53095 ROUTE 25 NEW SUFFOLK NY 11956 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12403219-5 100242 05/12/2022 TO 05/12/2023 7/21/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2403 219-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND 4 �/ DIRECTOR„INSURANCE FUND UNDERWRITING VALIDATION NUMBER:617550544 I I_7R'2 'e Suffolk Court- Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 8/27/2007 No. 41503-H SUFFOLK COUNTY - Home .improvement Contractor License This is to certifv that GARY M STEINFELD doing business as WEST CREEK BUILDERS LLC having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules � and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRS ID CARD Director I Town Hall Annex n` Telephone(631)765-1802 54375 Main Road U. Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 nTr s k y I0 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: 03/21/2023 Owner: QJSG Properties LLC, Chad Gallant Location of Property: 38015 Main Road, Orient NY 11957 Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): -X_ Truss type construction (TT) X ........_._... Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature; '' � Name (person submitting this form): Ga rY Steinfeld, West Creek Builders � Capacity (check applicable line): Owner X Owner representative TrussRegl5.docx Effective 1/1/2015 SITE DATA PROJEGT DESGRIETION & NOTESSo 5GTM# 1000-15.-02-15.7 -NEW q'-6" X 15' KITCHEN ADDITION PROPERTY. 38015 ROUTE 25 NEW 61 X 42 COVERED PORCH AT NORTH ELEVATION , §� Q NY 11 q57 -NEW g-3 X q-6 KITCHEN ENTRY PORCH � � q , � r � g� ORIENT, OWNER: OJ56 PROPERTIES LLG -NEW WINDOWS, EXTERIOR DOORS & SIDING A5 PER PLAN ZONING: R80 -REPLACE HALF HIP ROOF SECTIONS WITH GABLE INFILLS - " �) 4i 'X -REPLACE EXISTING 7-PITCH ROOF AT WE5T PORCH W/ FLAT ROOF l ,r r. SURVEYOR -REVISED INTERIOR LAYOUT A5 PER PLAN . ::,.. 51TE PLAN BASED ON SURVEY BY; -NEW LOFT AREA AT EXISTING ATTICtZ YOUNG ASSOCIATES, HOWARD W. YOUNG LAND SURVEYOR -3' X 10' EXTERIOR BALCONY AT LOFT AREA W/ SPIRAL STAIR TO GRADE 400 05TRANPER AVENUE, RIVERHEAD NY 11 g01 -FINISHED BASEMENT A5 PER PLAN DATED JUNE q, 2020 502005'25"E 3 3 3 3 114.99 LOCATION M A P � � � � � ,' � 16 LOT GOVERA E 113.61 104.86 105.02 9673 N.T.S. LOT AREA 94.84 104.32 10.00 TOTAL LOT AREA 855,746 5F 1 q.645 AG NO2°05'25"W LOT COVERAGE AFTER ADDITIONS EXISTING FRAME RESIDENCE 1,064 5F o o EROSION & SEDIMENT CONTROLnFTAri KITCHEN ADDITION 143 5F � , rj0 Right of NOT TO SCALE M COVERED WOOD PORCH 424 5F K) � �� SUPptNtT$TAf(E$i 0 KITCHEN ENTRY PORCH 88 5F Z �`� TENNIS COURT 7,1 q4 5F ��0000NITINUOMYAGAIINST SUPPORT SPAQsk D°WNSLOPE WE OF (��tnAx.SPAGUKa) FILTER FASM FENCE 8►ym TOTAL LOT COVERAGE M13 5F 1.04% z ,/- FILL Ftl,;'f'ER FAORIC FENCE Y UJ Q COMAACTED7 SLOPE BAilBltVt�NG BACWILL F m o Q Q FL m � Zo i =i .EXIST11 GROUND 0. F Z Q" a w O ~ `«d arn SETx'Tx40"(t WOOD tit r ~ A B D^U S H/ C-WWALENT STM(U OR 1)STWES m ,,AA + coo z � WOODS If In f1 W O M CA r + N N M 111 Q ov�r 0 10 z m N In � ,--i N ON \� P �OOZ N 1 � N + °ZN I N N w w v � LL') Ln + 3 o � p J J O z N O z N N Q� (WY LU Z + + co °' 120.1 ri GONSTRUGTION STORM HATER CONTROL N �� " + + 00 +� M M Ury + + TENNIS COURT CONSTRUCTION ACTIVITIES: + + Ln 1) INSTALLATION OF TEMPORARY EER05ION CONTROL MEASURE5 2) EXGAVATION FOR NEW FOUNDATION TO +/- V BELOW FINISHED GRADE N M N 3) CONSTRUCTION OF NEW FOUNDATION & PIERS " °° + � CD�r o rn CL �o Ln '-' + + rn -4F 4) RELOCATION OF BASEMENT ACCESS 5TAIR5 N Ln H M + -� 5) CONSTRUCTION OF NEW COVERED PORCH & KITCHEN ENTRY PORCH + + + a° W Cn + � N N 6) CONSTRUCTION OF NEW KITCHEN ADDITION °' °° F 7) INSTALLATION OF NEW LANDSCAPING PLANTS AND LAWNS A5 REQUIRED + M 8) REMOVAL OF TEMPORARY EROSION CONTROL MEA5URE5 k +rn + � Hm STORM WATER AND POLLUTION CONTROL MEASURES: +00 + �� WESTCREEK POLLUTION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE o+ N Q WITH THE PROV1510N5 OF THE TOWN OF SOUTHOLD, CHAPTER 236, + + o PLAN I DESIGN ( BUILD STORM WATER MANAGEMENT AND ER05ION AND SEDIMENT N N BRUSH/ CONTROL MEASURES. N+ o + WOODS PRF M DESIGN DRAWINGS WEST CREEK 1) PROTECT EXISTING VEGETATION TO REMAIN. 1.13 N PO BOX 256 2) MINIMIZE THE LENGTH AND TIME AREAS ARE EXP05ED DUE TO 22 f + z pRF CT; N W Z) _a NEW SUFFOLK, NY 11g56 CLEARING AND GRADING. STABILIZE ALL AREAS THAT ARE GRADED AND �, N 24 + a ° a N DRF w Z STRIPPED WITH TEMPORARY SEEDING. +� � `° 119.93 = N 1 cLF FRAME ENGINEER N ON ri � � N � 3) DIVERT RUNOFF WATER FROM CLEARED 5LOPE5 AND MINIMIZE LENGTH LO N % 125.21 wD N + + 2A �o F SHED w GONDON ENGINEERING, P.G. AND STEEPNESS. N+ + °� 0 22 vc w F w o� o� 1755 SIG5BEE ROAD 4) INSTALL ER0510N AND SEDIMENT GONTROL MEA5URE5 AT PERIMETER N N+ 20 230 Pn _ +� 20 z � r 1.0 `FRAM LOt 2$ MATTITUGK, NY 11g52 OF DISTURBANCE AREA PRIOR TO START OF CONSTRUCTION AND - Q MAINTAIN THROUGH PROJECT COMPLETION. N 8 39 �'N06°47'05((W w� m; V L`" SHED tot 27 Subdivision - 9 o v ISSUE/REVISIONS 5) MAINTAIN STABILIZED CONSTRUCTION ENTRANCE. of 26 Subdivision - "Green Acres at PRICING SET 03.21.23 6) RETAIN ALL RUNOFF ON 51TE ACCORDING TO LOCAL REGULATIONS. (n L " 24 Lot 25 subdivision - "Green AcreS at Orient" 7) CONTROL DUST FROM CONSTRUCTION ACTIVITIES. Lot _ subd Orient ile No• 8) CONTRACTOR 15 RESPONSIBLE FOR REGULAR MAINTENANCE AND Lot 23 subdivision subdivision „Green Acres at Ors su f f. Co. F INSPECTION OF ALL CONTROL MEA5URE5 TO MAINTAIN PROPER n _ s es at " en Acres at Orient" 5uff• Co. File No. 3540 PROJECT PERFORMANCE. _ subdivision "Green Acres Green _}�� Qr1e BEGKER/ GALLANT .-•� _ ��., �F40 GUEST HOUSE q) DISPOSE OF ALL 50LID WATTE AND DEBRIS ACCORDING A5 WELL A5 38015 MAIN ROAD TOXIC AND HAZARDOUS WASTE ACCORDING TO LOCAL REGULATIONS. 10) MAINTAIN TEMPORARY"FENGING WHERE REQUIRED FOR SAFETY AND ORIENT, NY DEBRIS CONTROL. �E 0 F NE yy 11) CONTRACTOR TO REPORT ANY MODIFIGATION5 DETAILED CONTROL o�� 3 �op�,� DRAWING ITE PLAN SITE PLAN MEASURES. SCALE: 1" 40' NOTES & DETAILS 84 �� IC!j \ 51 WIND LOAD PATH CONNECTIONS GENERAL NOTES DESIGN CRITERIA PLUMBING RISER_ DIAGRAM NOT TO SCALE 51MP50N L5TA20 GAUGE RIDGE STRAP 1 . THE INFORMATION WITHIN TH15 SET OF CONSTRUCTION SQUARE FOOTAGE: 2350 5F AT ALL ROOF RAFTERS DOCUMENTS 15 RELATED TO BASK DESIGN INTENT AND FRAMING 4"ROOF VENT DETAILS. THEY ARE INTENDED A5 A CONSTRUCTION AID, NOT A TYPE OF SUBSTITUTE FOR GENERALLY AGCGEPTED BUILDING PRACTICE AND 3" ICE AND WATER SHIELD UNDERLAYMENT COMPLIANCE WITH CURRENT NEW PORK STATE BUILDING CODES. CONSTRUCTION: SINGLE FAMILY 24"FROM ROOF EDGE CONVENTIONAL LIGHT FRAME 51MP50N H3 HURRICANE AS ALTERNATE 2. THE CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ALL EXISTING BATH 51MPSON H2 HURICANE CLIP NAILED TO H2 AT INTERIOR WORK, MATERIAL, AND EQUIPMENT COMPLIES WITH CURRENT WOOD CONSTRUCTION FROM RAFTER TO STUD AT ALL RAFTERS FEDERAL, STATE, COUNTY, AND LOCAL CODES, ORDINANCE5 AND RELOCATED w/5-bd NAILS EACH END DESIGN CRITERIA: KITCHEN SINK 1 1/2" 1 1/2" PROVIDE SD COMMON NAILS @4"O.C. REGULATIONS INCLUDING BUT NOT LIMITED TO THE NEW YORK 1 1/2" 1 1/2" ATEDGE50F ALL SHEATHING NY5 2020 RESIDENTIAL GODS R301 .2.1.1 AND UTILIZED METHODS AND PROCEDURES KITCH.SINK W.C. LAV. 2X6@ 16"O.G.5TUD5 STATE UNIFORM BUILDING GODS AND THE NEW PORK STATE STIPULATED IN CHAPTER 2 ENGINEERED DESIGN AND CHAPTER 3 PRESCRIPTIVE DESIGN IN THE SHOWER OR BATH FIRST FLOOR OVERLAP BOX BEAM WI PLYWOOD ENERGY CONSERVATION GODS. 2018 AMERIGAN WOOD COUNCIL (AWG) WOOD FRAME CONSTRUCTION MANUAL (2018 WFGM) 1 1/2" SHEATHING AT TOP&BOTTOM 3. DESIGNER AND ENGINEER ARE NOT RESPONSIBLE FOR 3„ 2„ 3 1 1/2 C.O. 5UPERV15ION OR INSPECTION OF THIS CONSTRUCTION PROJECT. FOR ONE AND TWO FAMILY DWELLING UNITS AND ASGE 7. 3" -1-1/2"WIDE/20 GAUGE METAL STRAP @ 48"O.G. s" 4. DIMEN51ON5 SHALL TAKE PRECEDENT OVER SCALED DRANIN65 - METAL STRAP WRAPPED DOUBLE TOP PLATE GROUND SNON LOAD: 20 P5F NEW BASEMENT 1 1/2" TO EXISTING HOUSE AROUND 51LL PLATE DO NOT SCALE DRANING5. ROOF & ATTIC: 20 P5F L.L. WASHER&SINK SANITARY SYSTEM -� �1-1/2"WIDE/20 GAUGE METAL STRAP @ 45"O.C. 5. ALL CONCRETE SHALL BE STONE AGGREGATE KITH A MINIMUM OF SINK 15 P5F D.L. GRINDER WM NAIL SHEATHING TO SILL PLATE 28 DAY STRENGTH OF 3000 P51. 15T & 2ND LIVING LEVELS: 40 P5F L.L. PUMP BASEMENT 2X6 AGQ TREATED SILL PLATES 6. DO NOT BAGKFILL AGAINST FOUNDATION WALLS UNTILL FLOOR 15 P5F D.L. SYSTEM INSTALLATION 15 COMPLETE. NINO SPEED: 130 MPH ASGE-1 MNFR5-METHOD 2 5/8"X 12"ANCHOR BOLT @ 36"o.c.W/ 1. ALL PENETRATIONS BETNEEN LEVELS SHALL BE FIRE STOPPED. • WASHER&3X3 BEARING PLATES 5E15MIG DESIGN CATEGORY: B • AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE NEATHERING: SEVERE PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, FR05T LINE DEPTH: 36" EXTERIOR DOORS, NINDON5, DECKS, AND NHERE REQUIRED. TERMITE: MODERATE TO HEAVY b. NOTIFY ENGINEER IN NRITING OF ALL GHANGE5 PRIOR TO AND DECAY: SLIGHT DURING CONSTRUCTION. ICE SHIELD UNDERLAYMENT REQUIRED: YES, VALLEYS & PERIMETER q. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NAILING SCHEDUL NECESSARY TO PROTECT DESIGNER, ENGINEER, AND ONNER. 5UFFOLK COUNTY, NEN YORK 10. CARBON MONOXIDE ALARMS SHALL BE PROVIDED ON EACH LEVEL 2018 AMERIGAN HOOD COUNCIL (ANC) HOOD FRAME CONSTRUCTION MANUAL (2018 NFGM) AND IN BASEMENT NHEN APPLICABLE. SMOKE DETECTORS ARE 51ZED FOR COMMON NAILS REQUIRED IN EACH BEDROOM AND EACH LEVEL OF DWELLING RAFTER/TOP PLATE 3-5d (TOE NAILED) ACCORDING TO NEN YORK STATE BUILDING CODE. CEILING J015T/TOP PLATE 3-bd (TOE NAILED) CEILING J015T/PARALLEL RAFTER 1-16d (FACE NAILED) CEILING J015T LAPS OVER PARTITION 1-16d (FACED NAILED) COLLAR TIE/RAFTER 2-bd (EA. END 1-1/4" STRAP) BLOCKING/RAFTER 2-bd (TOE NAILED) RIM BOARWRAFTER 2-16d (END NAILED) TOP P PLATE 2-16d (FACE NAILED) TOP PLATE AT NTER5EGTION5 4-16d (FACED NAILED) WIND- BORN DEBRIS P ROTE_CTI O_N ENERGY COMPLIANCE STUD/STUD 2-16d (FACE NAILED) HEADER/HEADER 16d (FACE NAILED) TOP OR BOTTOM PLATE/STUD 2-16d (END NAILED) BOTTOM PLATE/FLOOR J015T 2-16d (FACE NAILED) GLAZED OPENINGS TO BE PROTECTED IN ACCORDANCE KITH J015T/5ILL, TOP PALTE OR GIRDER 4-bd (TOE NAILED) ASTM E1gg6 AND A5TEM E1886 LARGE M1551LE TEST. Generated by REScheck-Web Software BRIDGING/J015T 2-bd (TOE NAILED) STRUCTURAL PANELS TO BE PRE-GUT, LABELED, AND BLOGKING/JO15T 2-bd (TOENAILED) Compliance Certificate BLOCKING/SILL OR TOP PLATE 3-16d (TOE NAILED) MAINTAINED ON SITE. LEDGER STRIP/BEAM 3-16d (FACE NAILED) J015T ON LEDGER/BEAM 3-SD (TOE NAILED) PANELS SPANS < 4'0 HIDE BAND J0I5T/JO15T 3-16d (END NAILED) Project 38015 Main Road BAND J0I5T/51LL OR TOP PLATE 2-16d (TOE NAILED) 3/4" (23/32") APA 45/24 SPAN RATED PLYNOOD SHEATHING ECC PLYNOOD ROOF DECKING 5d 4" O.G. EDGE5, 8" O.G. FIELD Energy Code: Southold, @ @ FASTEN STRUCTURAL PANEL TO BUILDING N/ #10X3" GALY11 OR Construction Type: Single-familyt ew York STRIP SHEATHING bd (ONE/RAFTER) PLYNOOD NALL SHEATHING 5d @ 4" O.G. EDGE5, @ 8" O.G. FIELD 55 SCREWS N/ WASHERS AT 16 O.G. OVERLAP OPENING 4 yp Project Type: Addition PLYNOOD 5UBFLOOR DEGKING SD @ 6" O.G. EDGE5, @ 12" O.G. FIELD Climate zone: 4 (5572 HDD) 0 0 0 0 Permit Date: -- - - - - - - - - - - Permit Number: I I Construction Site: Owner/Agent: Designer/Contractor: WEST CKELEKJ 38015 Main Road I I Orient, NY 11957 PLAN ( D SIGN BUILD 777 71 .8 i ,.,,ya:.. i.w•... .,.?Y1...jzh ;:A . .x .;33 il.t: "J�h "t��. S FRAMING NOTES77 I I .,,. .` 1 . ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH I I Compliance: 21.5%Better Than Code MaximumUA: 135 YourUA:r 106 MaximumSHGC: 0.{40 YourSHGC: 0.16 DESIGN DRANING5 STRUCTURAL GRADE #2 OR BETTER. I I The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. WEST CREEK L- - - - - _ _ _ - _ J It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 2. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND 0 0 0 ° Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade PO BOX 256 FLOOR OPENINGS OR AS NOTED. NOT roSCALE assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. NEW SUFFOLK, NY 11g56 3. DOUBLE FRAMING UNDER P05TS AND PARALLEL PARTITIONS OR A5 . i ,Envelope Assemblies NOTED ON DRANING5. PANELS SPANS 4'0 OR WIDER ENGINEER 4. PROVIDE SOLID BLOCKING FOR ALL JOISTS AND FLOOR BEAMS AT 3/4" (23/32") APA 48I24 SPAN RATED PLYNOOD SHEATHING N/ 2X4 �? GONDOLA ENGINEERING, P.G. MAXIMUM 8.0 FT ON CENTER. 1755 51G5BEE ROAD STRONG-BACKS @ 24" O.G. SIZE TO OVERLAP OPENINGS 4" AND Coiling: Flat: Flat Ceiling or Scissor Truss 150 38.0 0.0 0.030 0.026 5 4 5. SUPPORT ALL HEADERS 6.0 FT AND OVER WITH DOUBLE UPRIGHTS. FASTEN PLYNOOD TO 2X4 BRACING N/ #10X3" GALY. OR 55 5GREN5 Ceiling: Cathedral: Cathedral Ceiling 402 30.0 14.2 0.023 0.026 9 10 MATTITUGK, NY 11 q52 SUPPORT ALL HEADERS q.0 FT AND OVER KITH TRIPLE UPRIGHTS. N1 NA5HER5 AT 12" O.G. FASTEN STRUCTURAL PANEL TO Wall: Wood Frame, 16"o.c. 285 21.0 0.0 0.057 0.060 10 10 ALL HEADERS SHALL BE SIZED A5 NOTED OR MINIMUM OF 2-2X8. BUILDING W/ #10X3" GALY. OR 55 5GREN5 W/ WASHERS AT 16" O.G. Door: :Glass Door(over50%glazing) 22 0.290 0.320 6 7 ISSUE/REVISIONS 0.19 6. ALL PENETRATIONS BETNEEN LEVELS SHALL BE FIRE STOPPED. Window: wood Frame 96 0.310 0.320 30 31 PRICING SET 03.27.23 AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE SHGC: 0.15 Basement Wall - Finished Basement: Solid Concrete PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, 1.1 1.1 ° 1 1.1 ° or Masonry 11 11 I I 11 I I 2X4 STIFFENERS Wall height: 1,144 15.0 10.0 0.035 0.059 39 66 EXTERIOR DOORS, NINDON5, DECKS, AND NHERE REQUIRED. grade: I I I I I I I I I I Depth below grade: 7.0' Insulation depth: 8.0' PROJECT 1. NAILING 5CHEDULE TO COMPLY KITH N.Y.5. ALL EXTERIOR NAIL5 11 I I I I I I I I°I I°I I° I I°I I°I Door; Solid Door(under 50%glazing) 20 0.320 0.320 6 6 BEGKER / GALLANT TO BE GALVANIZED. I I I I I I I I I I Window: Wood Frame 4 0.320 0.320 1 1 SHGC: 0.15 GUEST HOUSE 8. FASTEN ALL FLUSH HOOD CONNECTIONS KITH RATED GALVANIZED I I I I I I I ► 1 I A55EMBLE MULTIPLE SECTIONS Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other 38015 MAIN ROAD METAL CONNECTORS BY 51MP50N OR APPROVED EQUAL. I I I I I calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in N/ 1/4 THICK BOLTS @ 2 O.G. REScheck Version : REScheck-Web and to comply with the ndato requirements listed in the REScheck Inspection Checklist. ORIENT, NY I°I I°I I I I°I I°I p Y rY q p C1. NAIL PLYNOOD SHEATHING KITH bd @ 4" O.G. AT EDGES AND 6d @ I I I I I I I I I I r (--' I I I I I I I I I I a 4 00 - 12" O.G. IN FIELD ��P �o yp� DRANING II II I I II II Name-Title igna rE Dat �� �{� 10. ATTACH ALL ROOF RAFTERS TO PLATE AND STUD KITH GALY. I°I I°I I° I Iol Ioi �o�' �n-• N°o� � NOTES & DETAILS NOT T0SCALE HURRICANE TYPE CONNECTORS. _ .'.' Project Title: 38015 Main Road Report date: 03/27/23 ct 11. MULTIPLE LVL MEMBERS SHALL BE COMBINED A5 PER Data filename: Page 1 of10 -" MANUFACTURES RECOMMENDATIONS. ALL JOISTS, GIRDERS, AND HEADERS TO HAVE BEARING 5TIFFENER5 AS PER MANUFACTURER. r_ S10�1A�-�`. 52 7 SQUARE FOOTAGE - ADDITIONS KITCHEN ADDITION 145 SF - — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --/ TOTAL INTERIOR ADDITIONS 143 5F KEY NORTH COVERED PORCH 6--5­0 254 5F CONVERT EXISTING I I KITCHEN ENTRY PORCH 81 SE PITCH PORCH ROOF TOTAL EXTERIOR ADDITIONS 341 5F TO FLAT EFDM ROOF DEMOLISH WALL ONE C BEDROOM #2 REMOVE PORCH RAILINGS LIVING ROOM iv 1 WALL SQUARE FOOTAGE - TOTAL EXISTINC & REPLACE V400D COLUMNS IN/5115TEEL AS PER PLAN I (CATHEDRAL BEAMED CEILING) JJ MAIN FLOOR 1201 5F 5-0 1/4"-7 LOFT (HABITABLE) 273 5F LAUNDRY FINISHED BASEMEN 801 SE T_ 1/4"- 7 TOTAL INTERIOR 23505F REMOVE& INFILL REMOVE& INFILL HALF HIP ROOF SECTION HALF HIP ROOF SECTION COVERED PORCH 424 5F - — — — — — — — — — — — KITCHEN PORCH 87 SF PORCH / TOTAL EXTERIOR 511 5F nLo,;FT DOOR REMOVE DOOR & INFILL WALL Ny REMOVE&INFILL 7., EX15TIN6 BASEMENT ACCE55 REMOVE WINDOW (RELOCATE AS PER PLAN) & I NF ILL WALL BEDROOM #1 i CV DINING ARE REMOVE&REPLACE A 1 KITCHEN 5TAI R5 AS P E R PROP05EDPLAN V-4" 12' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 41 1-b" 5"DIA. PAINTED 101-3 iffill 101-3 iffill v 101-3 11811. STEEL COLUMN(TYP.) ........... ..FLUSH HEADER ............................. �:. ........... -1 tu NEW 5'.DIA.PAINTED EXISTING FLOOR PLAN & DEMOLITION PLAN > D ............ ..........................- ............... ...................................................... . ....................... FEEL ST UP SCALE: 1/4" V-011 W .................. . .......................... ........ ............ ............. T_ ----=................ ......................... ...... ................................................... ............ ........ zz �j NEN SLIVIN&DOOR ...................................... {WOOD........ .................... .......... ...........­...._­­ I- ­..._..­5­ 1_17 ,,, ,,",," ","""""­­­ * *­­*,­­­­***­**­*­­ ­* ",,"'"-, ,* = =S0 OF A132ST�l.-.'...'.'.'..'.'.....'.....-'.�............................. NEW STEPS PANEL ......... (EXPANDED NIDTH). (EX15TIN6 OPENING ............. u— ..........44 Xb5 FIXED PANEL 88X85 SLIDING DOOR CA2539 85X55 SLIDING DOOR EXISTIN6 =J - �­­ ��� . ll--/ (2) 11-1/5"LVL HOR .......................- Er-7RE55 COMPLIANT 0 SPIRAL STAIR TO /1 1-1/4" L\/L BALCONY ABOVE )z @16' O. C.J./R.R. uj NEY4 WALL LIVING ROOM OWE Ln EXISTING CATHEDRAL BEDROOM#9 ........................ ........................ aw c o BEAMED CEILING o tu EORE55 COMPLIANT ABOVE BATH UP EXISTING WALL L SPIRAL STAIR EN 5TEF5-- 5-0 1/4"- TO GRADE NEW CANTILEVERED 2x8 @ le O.G. ........... CLOSET T LOFT LANDING ABOVE TR. NO.J015T5 iv m3'-1 1/4" CD NEW ENTRY 000 AND STEPS KNEE INALL----� 0 ................................ 28X50 DBL 25X8 32X55 6 1w (2)2X1 0 HEADER TYP.) U- . I(2)1-1/4"LVL 2-6"-7/ CANTILEVERED BEAM NEN 5TAIR5 DONN NEW HALL In ----- --- �n UP FRAMING MEMBER5 CEILING BEAM i�=REQ I... I — TO BASEMENT W-B..CEILING) ?o Cl'FOR BALCONY ABOVE COLUMNS K 5"DIA.PAINTED (2)2Xb HOR q ------ REPLACE EXISTING PORCH O'T I __rT-------TT--------n--------F­__ __TT _n_Tr ILI STEEL COLUMNS(TYF.) ROOF ABOVE- �17_ 32"o ................ 101-111 2X6 TR. VqD. 31-b 1/2" WEST CREEK ETLIN INF=-o' RAILING RELOCATE LEDGER BOARD in CL05ET r-A R PLAN DESIGN BUILD 5TAIR NEW CODE COMPLIANT Ir- - h in NALL IN-FILL LL (WOOD FLOOR) LINE OF BALC NY LANDING PANELED OPEN TO BELON LOFT LADDER AT EXISTING NINDOY) 7m (1'-6"CULIN6) UP WALL ABOVE UP e�. 5"DIA.PAINTED STEEL 71�1 . 121-11, X --.w-RAILING 41 COLUMN SUPPORT TO GRADE FROM BALCONY ABOV (TYP.) -Z) 1/2" S) DINING AREA m Q. ul CEILING BREAK LINE BEDROOM#1 > DESIGN DRAWINGS NEW WI OW g= I tn -------i-I--------u--------LL--------L--------u_iu -------- kNE5T CREEK CEILING BEAM I:__ __ ii- I RELOCATE OPENING lu ;t ----------------------------------------------------------------- co Ln (n TO KITCHEN *DENOTES PO E30X 256 ZZ EORE55 WINDOW NEW 5UFFOLK, NY 1 lq5b KNEE WALL 16 HANDRAIL . [[ z — (3)'l-1/4"LVL FLU 5H HOR ENGINEER DH3055 DH3055*: VH3055 P05 TO 5TRUCTURAL CONDON ENGINEERING, P.C. REP ACE EXISTING PORCH REFRIGERATOR RIDGE ABOVE COL�JMN5 NI 5"DI N.PAINTED 1155 5165BEE ROAD lu oe, 5 L COLUMNS(TYP.) tcREW 0 vb6p MATTITUCK, NY 11 c152 03 0 > Lp > > 0 0 Up 0 rn G 0 lz (eH i : i PROPOSED LOFT PLAN RE LOCATED rn I CAT 6 m ISSUE/REVISIONS m z BASEMENT —2X+e-@14e.6. R- PRICING 5ET 03.21.23 SCALE: 1/4" V-0 A ACCESS cn M H PROJECT BECKER GALLANT IVL HDIR CA3331 0 CA3331 0 CA3331 0 CA33310 GUE5T HOUBE 12r)BT Tn 5TRI I TI IIRAl q1_3 1/21, 131-b 1/21, RIDGE ABOVE 1:1 35015 MAIN ROAD OF Nt4l NEW cl'-6"X 1 ORIENT, NY LKITCHEN ADDITION 'A C 2X6 EXT. WALLS 0 44 DRAWING FLOOR PLANS PROPOSED FIRST FLOOR PLAN 5168,1 SCALE: 1/4" = V-01' Al ABOVE o V4�-1 1 F LCL,895ET 3._l 1/4." 28X 0 1,13L 25X80 4 77 \ 7, THE 44'-10" 6-6 1/2" 36'-3 1/2" r� EPDM }a v zt - m FLAT ROOF �r. v ry � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- 12 bo II STANDING SEAMLu Ua REMOVE & INFILL METAL ROOF REMOVE & INFILL J' HALF HIP ROOF HALF HIP ROOF SECTION v SECTION 7-1/4"LVL @16' O.G. G.J./R.R. 10'-3 1/8" 10'-3 1/8" 10'-3 1/8" 10'-3 1/8" 2'-q" EPDM I �� I I - - - - - _ NEkN_(3)-.2= - - - - - - - - - - - - - - - - - - FLAT ROOF I ` _ _ II — — � - - - _- - - - - - - _ - - - _- - - -_ - - TR.WD. BEAM - — — v v NEW 8" DIA.X 3' DEEP I i p NEW 2X10 TR. ND. LEDGER BOARD p I I O - O CONCRETE PIERS ON I - v T 12 HANG DECK JOISTS FROM '( STANDING SEAM Ia I II Ca) LEDGER#LU5210Z (TYP.) �jlca 2a" DIA. FOOTING (TYP.) I I I METAL ROOF `j I 5'-4" � K 38' � � I "' _z p I I 12 EPDM I I 10(— X I I `o (2)2X10 r - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - J_ FLAT ROOF I I w c- BEAM - - - - - - - - - - - - - - - - - -I I X II cV 10'-1 1/8" 20' FINI5HED EXTERIOR WALLS SANIT RY PIPING TANK I I m in 1-1/2"RIGID OAM AT FOUNDATION WALL K, 5'-q 1/2" 2X4 FRAMIN I I I I FLUSDC H HEADER RIDGE POSTWN TO R15 STONE OOL INSULATION = WATER I 2'-10 1/4" 5/5"DRYWALL HTR. I I I L- - - - - - - - - - -_ —_ —_ —_ _ _ _ _ — _ - -_ - - -� FINISHED FLOOR I I L- — — — — o PROVIDE REQUIRE 1-1/2"RIGID FOAM � J ry d zo VENTILATION AND RTIFIGIAL 3/4"PLYWOOD 5UBFLOOR I I STANDING SEAM [a w FINISHED FLOORING I STANDING SEAM METAL ROOF METAL ROOF m I�, m TOOL & STORAGE LIGHTING A5 REQUIRED 0 (j ROOM MECf�. I I I I 12 ; I 12 z I� FOOD/PANTRY 5HELVE5 EQUIPMENT o I b'-q 3/4" NEW 8" DIA.X 3' DEEP I I 6 6 X EXISTING(3)q-1/2 w I I ONGRETE PIERS ON I I E w I LVL FLUSH HDR. v EXISTING(3)q-1/2 REF. m I I 28" DIA. FOOTING(TYP.) I I coI EXISTING EXISTING o m PIER(TYP.) — LVL BEAM — COLUMN(TYP.) — — — — HVAG I I L I NEW NEW �I d I I 2X10 @16 O.G. R.R. I 2X10 @16 O.G. R.R. lz EXIS ING(3)g1/2 I I I I= - - - - -_ —_ — — — — — — J� 18"DEEP OPEN SHELVES cy REF. 3'-1 LVL L EAM `�? zz 6'-6 1/2" 13'-7 1/2" �' T-8 3/4" T-8 3/4" �' q'-2 1/2" NEW 8" DIA.X 3' DEEP 5HELVE5 ABOVE 4' 1" RIDGE P05T DOWN TO r CONCRETE PIERS ON — — — -— — — — WA5HER DRYERti i- I FLUSH HEADER 28" DIA. FOOTING(TYP.) _ - OPEN SHELVES I ,_q 3/4" _ I I ROOF PLAN LAUNDRY - I I SCALE: 1/4" = 1'-0" EXISTING (3)q 1/2 FINISHED iv CONCR TE INFILL W/WINDOW �t &STORAGE 9-4 ROOM � LVL FLU5H HDR. BASEMENT n, (L I AT EXIS ING ACCESS I (CEIL.HT.�'b") t7 `p m� I OPENIN in EWE S T:C:lyix) EEK 10'-1 1/8" 8'-11 1/8" 4'-1 1/4" 5'-2" 7'-4" 1 5HELVE5 ABOVE I( I PLAN DESIGN BUILD o ENTRA EP J \2 — — VAC I 1<Lt15 I YX16" POURED CONC. FOOTING r- - - - - - - - �1�- 13'-S 1/2" I I w I SET ON UND15TURBED 501L W/(2)#5 — — — — — — — — 5AW GUT NEW 5'WIDE 2X10 TR. WD. '1 I OPENING IN EXISTING LEDGER BOARD X I CONTINUOUS REBAR KEY I r NE B SE E T 1' I FOUNDATION WALL I 81 I DESIGN DRAWINGS AC(.E55 s AI s q-1/2"TJI 230 2X10 @ 16"O.G. A I 8' HIGH X Y THK. POURED GONG. WE5T CREEK — — — - II(l--,EAfI5 OF EGRESS) — x @16' O.G. F.J. I TR. D.J0151 d' FOUNDATION WALL W/#5 REBAR tf) m l7 P BOX 256 _ _ _ _ _ _ _ _ : - I— A 1 I @36" O.G. EACH WAY W/36" SPLICE A I W/LIQUID APPLIED DAMPROOFING NEW SUFFOLK, NY 11 q56 �- — — EXI5TING FOUNDATION WALL I ''~ I m — — — — — — — — 3'-D 5/8" q'-10 3/8" I A I ENGINEER (2)#5 CONTINUOUS REBAR 5'-3 1/2" A _J TOP OF WALL CONDON ENGINEERING, P.G. 4" T14K. POURED CONCRETE 8" DIA. X 3' DEEP CONCRETE 1155 5IC75BEE ROAD NEW POURED CONCRETE FOUNDATION 5 AB W/6X6, #10/#10 WWM PIER ON 28" DIA. FOOTING 5/8" X 12" ANCHOR BOLTS @ 25" O.G. MATTITUCK, NY 11952 AT 8' END ZONES AND 2q" O.G. AT 8'-4" 15' q'-3 1/2" INTERIOR ZONES W/ 3X3X3/16" ISSUE/REVISIONS METAL WASHER FOUNDATION WALL INFILL 12" FROM EACH CORNER PRICING SET 03.21.23 PROJECT BECKER/ GALLANT NEW INTERIOR NALL GUE5T HOUSE 35015 MAIN ROAD ENT, NY FOUNDATION & BASEMENT PLAN . . SCALE: 1/4" = 1'-0" �'��� , 0 DRAWING ¢rt �'` * FLOOR PLANS 684 N.a��, A2 REMOVE & INFILL REMOVE & INFILL HALF HIP ROOF REMOVE & INFILL REMOVE & INFILL HALF HIP ROOF SECTIONS HALF HIP ROOF HALF HIP ROOF SECTIONS SECTIONS SECTIONS NEW 5TANDIN6 NEW 5TANDIN6 SEAM METAL ROOFING SEAM METAL ROOF NEW BALCONY RELAGE EXISTING NEW BALCONY & DOOR RELAGE EXISTING 1 PITCH PORCH ROOF 6 PITCH 90OF & DOOR 7 PITCH PORCH ROOF W1 FLAT EPDM ROOF 01 NEt FLJ RO F W/ FLAT EPDM ROOF m cv 5" DIA. PAINTED 5" DIA. PAINTED ,, -5TEEL COLUMN (TYP.) STEEL COLUMN (TYP.) < > EXISTING PORCH EGRESS COMPLIANT SPIRAL STAIR ' EXPANDED PORCH EGRESS COMPLIANT TO BALCONY ABOVE STEPS SPIRAL STAIR TO BALCONY ABOVE NEW SIDING NEW COVERED PORCH NEW 5101NG RELOCATED BASEMENT NEW q'-b"X 15' NEW KITCHEN VERTICAL 1X6 T&G AYG IPE DECKING VERTICAL 1Xb T&G AYC ACCESS KITCHEN ADDITION ENTRY PORCH IPE DECKING ELEVATION - NORTH ELEVATION - SOUTH SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" REMOVE & INFILL NEW 5TANDING REMOVE & INFILL NEW 5TANDING HALF HIP ROOF SEAM METAL ROOF HALF HIP ROOF SEAM METAL ROOF SECTION SECTION WESEST: CREEK NEW BALCONY PLAN ) DESIGN C BUILD & DOOR b PITCH ROOF NEW 5101NG b PITCH ROOF VERTICAL 1X6 T&G AYC I F FLAT EPDM ROOF FLAT EPDM ROOF DESIGN DRAWINGS WEST CREEK PO BOX 256 NEW SUFFOLK, NY 1195b NEW q'-6"X 15' 5" DIA. PAINTED KITCHEN ADDITION STEEL COLUMN (TYP.) 5" DIA. PAINTED STEEL COLUMN (TYP.) ENGINEER NEW SIDING _ v NEW X"q'-6 15' GONDOLA ENGIN RING P.C. VERTICAL 1X6 G AYG m KITCHEN ADDITION NEW KITCHEN 1755 5165BEE ROAD I NEW COVERED PORCH NEW COVERED PORCH ENTRY PORCH MATTITUCK, NY 11952 IPE DECKING i IPE DECKING IPE DECKING RELOCATED BASEMENT ISSUE/REVISIONS ACCESS PRICING SET 03.21.23 NEW WINDOW NEW ENTRY DOOR E6RE55 COMPLIANT SPIRAL STAIR NEW 5TEP5 REPLACE EXISTING PORCH EXISTING PORCH PROJECT & STEPS TO BALCONY ABOVE COLUMNS K 5"DIA. PAINTED STEEL COLUMNS(TYP.) BECKER/ GALLANT ELEVATION - EAST ELEVATION - W EST GUEST HOUSE SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 35015 MAIN ROAD 4F NF/yr ORIENT, NY J. coy DRAWING raj ELEVATIONS 4 .Cam REMOVE & INFILL HALF HIP ROOF SECTIONS NEW STANDING SEAM METAL ROOF 5T NOIN 6 SE M M TAL ROOFING 5 GIF D U DE AY ENT (3) 1-7/ LVL 3/4" :LYNOOD DEG ING 5T UGT RAL RID — — — _ _ _ _ TOP RIQGE4\ I 4" 5 RAP ING NEW BALCONY b PITCH ROOF X10 16' OOF RAF ER5 6 ITCH ROO & DOOR FLAT EPDM ROOFING d PITCHED 3/4" PLYWOOD DECKING TOP LOFT FL ATE -1-1/4" LVL @16' ROOF RAFTER5 � — TOP FLR.PLATE _ —TOP FLAT ROOF FRAMING _ �QP-15T FLR•PLATE -r i 5" DIA. PAINTED `! STEEL COLUMN (TYP.) KITCHEN % ADDITION EGRESS COMPLIANT COVEREDLLI r; SPIRAL STAIR PORCH `p TO BALCONY ABOVE ADDITION — TOP 1ST FAR_ - IPE DECKING LL _ TOE F UN AT�N m — — — (1)2X6 TR. D.51LL _ _ GRADE (3)2X10 TR. WD. — TOP PORCH DECKING - W/TERMITE:SHIELD o IPE DECKING ON b" THK. POURED GONG. o TJI FLOORFRAME(SEE PLANS 2X10 TR. W0. I m _ — GRADE J L EXISTING 2X10 TR. NO. Ebb SEMENT FOR SIZE 5PACING)W/R- 0 FRAMING rr NEW 2X10 TR. NO. FOUNDATION WAL�W/#5 REBAR A � TAIRS '�'� L� @36" O.G. EACH WAY W/36" SPLICEINSULATION — PORCH FRAMING (MEANS 55) PORCH FRAMING W/LIQUID APPLIED AMPROOFINGMENT BA5E 8"DIA.X 3'DEEP 0 CONCRETE PIER ON o 2b"DIA.FOOTING(TYP.) (2)#5 CON TI UOUS REBAR OP OF WALL — — — — TOP FOOTING 5/3" X 12"ANCHOR BOLT5 @ 25" O.G. — — — — — — — 4 S"X16" POURED GONG. FOOTING THK. POURED CONCRETE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - -� AT VEND ZONES AND 29" O.G. AT SLAB W/6X6, #10/#10 WWM SET ON UNDISTURBED SOIL W/(2)#5 INTERIOR ZONES W/3X3X3/16" CONTINUOUS REBAR METAL WASHER 12" FROM EACH CORNER SECTION A - KITCHEN ADDITION SECTION B - COVERED PORCH SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" WEST CREEKI. 6 PITCH ROOF PLAN I DESIGN I BUILD Lc EXI5TING 2X10 R.R. 2Xb @ 16"O.G. RAISED RAFTER TIE DESIGN DRAWINGS WE5T GREEK NEW CODE PO BOX 256 LADDER COMPLIANT LOFT DDER 2X6 KNEE WALL � 2X6 KNEE WALL NEW SUFFOLK, NY 11956 NEW CANTILEVEREDLc LOFT LANDING ABOVE KITCHEN r COVERED SHELVING LIVING DINING KITCHEN ADDITION HAL PORCH ROOM - AREA ENTRY I ENGINEER CONDON ENGINEERING, P.G. 1155 5165BEE ROAD I MATTITUGK, NY 11952 ISSUE/REVISIONS PRICING SET 03.27.23 PROJECT ELEVATION - LOFT SECTION C - LOFT BECKER/ GALLANT SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" GUEST HOUSE 315015 MAIN ROAD ORIENT, NY Gf i co DRAWING 5EGTIONS A4 S�SsY ZIT1� PROJECT DESCRIPTION & NOTES DRAINAGE SYSTEM SGTM# 1000-15.-02-15.7 -NEW q'-b" X 15' KITCHEN ADDITION & 5-2" X 11'-4" BASEMENT 5TAIR E B S IO - REZEWAY & ANNEX CUL C E S SYSTEM CALCULATIONS a PROPERTY: 38015 ROUTE 25 -NEW 6 X 44 WOOD DECK AT NORTH ELEVATION DRAINAGE �.° .a, � � :. "° C- �;• ROOF ARE, 1,425 5F '\ b ORIENT, NY 11 g5l .' NEW q-3 X g 6 KITCHEN ENTRY PORCH � 1 1 1 ,425 5F X = � � ....- -NEW 3 X 6 ANNEX ENTRY PORCH W/ CANOPY 0.17 242 GF � , _w . OWNER: QJSG PROPERTIES LL 1 242/42.2 = 5.12 VERTICAL FT. OF 8 DIA LEACHING POOL REQUIRED ZONING: R50 -NEW WINDOWS, EXTERIOR DOORS & 51DING A5 PER PLAN , ,..-.M -REPLACE HALF HIP ROOF SECTIONS WITH GABLE IN-FILLS PROVIDE MIN. (2) 8' DIA. X 3' DEEP DRYWELL5 FOR ROOF RUN-OFF SURVEYOR -REPLACE EXISTING 7-PITCH ROOF AT WEST PORCH W/ FLAT ROOF ea' t'A L p �•" �.e fir.. . t`....... \j...» .;.. -REVISED INTERIOR LAYOUT A5 PER PLAN KITCHEN ADDITION TIED INTO EXISTING DRYWELLG. ��'' SITE PLAN BASED ON SURVEY BY; E V,, YOUNG ASSOCIATES, HOWARD W. YOUNG LAND SURVEYOR -NEW BREEZEWAY AND ANNEX ADDITIONS s ? fir. n ° 400 05TRANDER AVENUE, RIVERHEAD NY 11 q01 -NEW 'BILCO' BASEMENT AGGE55 AT ANNEX . ' ' DATED JUNE q 2020 -NEW STONE PATIOS -NEW WOOD SHADE 5TRUCTURE5 AS PER PLAN ' LOCATION MAP LOT OVERAGE N.T.S. C LOT AREA TOTAL LOT AREA 855,746 5F 1 q.645 AG 502005' 25"E , 114.99 LOT COVERAGE AFTER ADDITIONS 113.61 104.86 105.02 96.73 1 EXISTING FRAME RESIDENCE 1 ,064 5F 94.84 104.32 1 EROSION & SEDIMENT CONTROL DETAILS S NOT TO SCALE EXISTING COVERED PORCH 110 5F 10.00 N02005'25"W 1 KITCHEN ADDITION W/ STAIR 201 5F ® SUPPORTSTA4me WOOD DECK 265 5F (1PHRBAL STRAW SALES SUPPORT STAKES* CONTINUOUSLY ACAOIST (6 V MAX.SPAOM) KITCHEN ENTRY PORGH 88 5F LLu I- FILTmF°PE> � BREEZEWAY 32q 5F � «0 50' Right of �� � � MM FABRIC FENCE W FILL ANNEX 10% 5F Lid N QY O� COMPACTED SLOPE lu ANNEX ENTRY PORGH 18 5F Z W < �`� oyLa'N� ILL STONE PATIOS 833 5F m m , TENN15 GOURT 7,1g4 5F N w F «USE YxTx4&'(ttMM WOOD OR --�o MU PALENT STEEL(U OR Ty STAKES TOTAL LOT COVERAGE 11,256 5F 1 .32% ry Q w w (Y a z 'U4 Q wa /o ! ° o. za W ry d W = r X o U y a BRUSH/ m w WOODS CO Ln H z u ! LL x O � Ln N N -I Ln X U LU C) Ln +Lr) N ri w V ~ o . CO O Z N N 1"'n + N '-� •01- N ONSTRUGTION STORM NATER CONTROL o o + m < G v CONSTRUCTION ACTIVITIES: �N 66 o N a `� °` LL"a H � Q H Z CD m +-+ CO I- 1) INSTALLATION OF TEMPORARY ERO51ON CONTROL MEASURES w g + 2) EXCAVATION FOR NEW FOUNDATIONS TO +/- 8' BELOW FINISHED GRADE co + 120.1 '3) GON5TRUGTION OF NEW FOUNDATIONS & PIERS / Ln M °° 4) RELOCATION OF BASEMENT AGGE55 5TAIR5 ti`1' + �+ + + LO TENNIS COURT '5) CONSTRUCTION OF NEW WOOD DECK & ENTRY PORCHES Ln .6) G0N5TRUGTION OF NEW KITCHEN ADDITION, BREEZEWAY, & ANNEX 1) INSTALLATION OF NEW STONE PATIOS M 0O .-i ,--1 O CL 8) INSTALLATION OF NEW LANDSCAPING PLANTS AND LAWN5 A5 REQUIRED iO F Ln '-'+ n q) REMOVAL OF TEMPORARY ER05ION CONTROL MEASURES + + Ho v w + WESTCREEK OL STORM WATER AND POLLUTION CONTROL MEASURES: + r, POLLUTION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE M PLAN ( DESIGN ( BUILD WITH THE PROVISIONS OF THE TOWN OF SOUTHOLD, CHAPTER 236, CA + c6 c6 m STORM WATER MANAGEMENT AND ER05ION AND SEDIMENT ,~ N + + a� DESIGN-DRAWINGS CONTROL MEASURES. N P+ N 00 oil CD WEST GREEK + + + CD PO BOX 256 1) PROTECT EXISTING VEGETATION TO REMAIN. N ,� BRUSH/ NEW SUFFOLK, NY 11g56 2) MINIMIZE THE LENGTH AND TIME AREAS ARE EXP05ED DUE TO N+ + WOODS CLEARING AND GRADING. STABILIZE ALL AREAS THAT ARE GRADED AND PRF M ENGINEER N STRIPPED WITH TEMPORARY 5EEDING. 20 '� N GONDOLA ENGINEERING, P.G. 3) DIVERT RUNOFF WATER FROM CLEARED 5LOPE5 AND MINIMIZE LENGTH PRF 22 � + L„ _ 1155 5165BEE ROAD AND STEEPNESS. + +�, Ln N 24 + a o = a N N pRF Lli a MATTITUGK, NY 11 q52 4) INSTALL ER05ION AND SEDIMENT CONTROL MEASURES AT PERIMETER CDco kD V_ 119.93 OF DISTURBANCE AREA PRIOR TO START OF CONSTRUCTION AND N N � � N+ 21 CLF FRAME Ln M `� + 2`j�� 125. F SHEp ,. ;:-'r �.,r; t: i MAINTAIN THROUGH PROJECT COMPLETION. N + 2��; L�SUE/REVISIONS w 03.21.23 N N+ + � � LL Z Z Z � 5) MAINTAIN STABILIZED CONSTRUCTION ENTRANCE. + N N+ 2�_+ 3 PVC 3 = F w o p 28 6 RETAIN ALL RUNOFF ON SITE ACCORDING TO LOCAL REGULATIONS. 230.20 N F �r � M Lot , �, REVISED 07.11.23 Z g FRAMLU �� 2 2023 1) CONTROL DUST FROM GON5TRJGTION ACTIVITIES. N 39 Z L" 06°4�10511W Wp U_ M_ U LU Uj SHED 7- ELot 27 Subdivision S CONTRACTOR 15 RESPONSIBLE FOR REGULAR MAINTENANCE AND 98. LL �> ,. PROJECT LL Lot 26 Subdivision ��Green Acres a < �,� ;,, : BEGKER/ GALLANT INSPECTION OF ALL CONTROL MEASURES TO MAINTAIN PROPER at u PERFORMANCE. �' t 24 Lot 25 subdivision - ��Green Acres Orient GUEST HOUSE � � Lot _ Ju ►� 38015 MAIN ROAD g) DISPOSE OF ALL 50LID WATTE ,LAND DEBRIS ACCORDING A5 WELL A5 23 j$IOn - Subdivision n Acres at Orient Suff• Co. Fide N TOXIC AND HAZARDOUS WA5TE ACCORDING TO LOCAL REGULATIONS. �-Ot _ subdivision " Acres at "Green �� ile No. ORIENT, NY A t-ro.S at GroP_n A rlriO.nt Suff• Co• F 3540 10) MAINTAIN TEMPORARY FENCING WHERE REQUIRED FOR SAFETY AND DRAWING DEBRIS CONTROL. 11) CONTRACTOR TO REPORT ANY MODIFIGATION5 DETAILED CONTROL o�� CoNo O SITE PLAN NOTES & DETAILS MEASURES. SITE PLAN SCALE: 1 = 40' ' AND LOAD PATH CONNECTIONS GENERAL NOTES DESIGN CRITERIA PLUMBING RISER_ DIAGRAM NOT TO SCALE 51MPBON L5rA20 GAUGE RIDGE 5TRAP 1 . THE INFORMATION WITHIN TH15 SET OF CONSTRUCTION SQUARE FOOTAGE: 2632 5F AT ALL ROOF RAFTERS DOCUMENTS 15 RELATED TO BA51C DESIGN INTENT AND FRAMING 4"ROOF VENT 4"ROOF VENT DETAILS. THEY ARE INTENDED A5 A CONSTRUCTION AID, NOT A 3" COTTAGE TYPE OF � 3" ICE AND WATER SHIELD UNDERLAYMENT SUBSTITUTE FOR GENERALLY ACCCEPTED BUILDING PRACTICE AND CONSTRUCTION: SINGLE FAMILY EXISTING 24"FROM ROOF EDGE COMPLIANCE WITH CURRENT NEW YORK STATE BUILDING CODES. BATH NEW BATH CONVENTIONAL LIGHT FRAME 51MP50N H3 HURRICANE A5 ALTERNATE 2. THE CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ALL WOOD CONSTRUCTION KITCHOENSINK 11/2" ,1/2" WORK, MATERIAL, AND EQUIPMENT COMPLIES WITH CURRENT � �,/2" 11/2' 51MP50N H2 HURIGANE CLIP NAILED TO H2 AT INTERIOR KITCH.SINK 1 1/2 W.C. 1 1/2 1 /2" FROM RAFTER TO STUD AT ALL RAFTERS ARLAV IAV. W C' FEDERAL, STATE, COUNTY, AND LOCAL CODES, ORDINANCES AND SHOWER OR BATH FIRST FLOOR W/5-6d NAILS EACH END DESIGN CRITERIA: 1 112^ FIRST FLOOR SHOW ER ORBATH " PROVIDE aD COMMON NAIL5 @ 4"O.C. REGULATIONS INCLUDING BUT NOT LIMITED TO THE NEW YORK T3" 1 1/2AT EDGE5 OF ALL 5HEATHING NY5 2020 RESIDENTIAL CODE R301.2.1.1 AND UTILIZED METHODS AND PROCEDURES 3" 2" Ic.°. col 11'2" 3" z 2X6 @ 16"O.G.STUDS STATE UNIFORM BUILDING GORE AND THE NEW PORK STATE 5TIPULATED IN CHAPTER 2 ENGINEERED DE51ON AND CHAPTER 3 PRESCRIPTIVE DESIGN IN THE 3 3 3„ 3" OVERLAP BOX BEAM W/PLYWOOD ENERGY CONSERVATION CODE. NEW BASEMENT 1 1/2" TO EXISTING HOUSE TO EXISTING HOUSE 5HEATHING AT TOP&BOTTOM 2018 AMERIGAN WOOD COUNCIL (AWC) WOOD FRAME CONSTRUCTION MANUAL (2018 WFGM) WASHER&SINK SANITARY SYSTEM TRAP IN COTTAGE 3. DESIGNER AND ENGINEER ARE NOT RESPONSIBLE FOR FOR ONE AND TWO FAMILY DWELLING UNITS AND ASGE 7. SINK BASEMENT GRINDER WM 1-1/2"WIDE/20 GAUGE METAL STRAP @ 48"O.G. SUPERVISION OR INSPECTION OF TH15 CONSTRUCTION PROJECT. PUMP BASEMENT METAL 5TRAP WRAPPED DOUBLE TOP PLATE 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRANINC75 - GROUND SNOW LOAD: 20 P5F AROUND BILL PLATE DO NOT SCALE DRAWING5. 1-1/2"WIDE/20 GAUGE METAL 5TRAP @ 46"O.C. ROOF & ATTIC: 20 P5F L.L. 5. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM OF 15 P5F D.L. NAIL 5HEATHING TO BILL PLATE 2b DAY STRENGTH OF 3000 PSI. 15T & 2ND LIVING LEVELS: 40 P5F L.L. 2X6 AGQ TREATED SILL PLATES 6. DO NOT BAGKFILL AGAIN5T FOUNDATION WALL5 UNTILL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 15 PSF D.L. x 12"ANCHOR BOLT @ 36"O.C.W/ WIND SPEED: 130 MPH A5CE-7 MWFR5-METHOD 2 WA5HER&3X3 BEARING PLATES 7. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. 5EI5MIC DE51GN CATEGORY: B AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE WEATHERING: SEVERE PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, FR05T LINE DEPTH: 36" ,., EXTERIOR DOORS, WINDOW5, DECKS, AND WHERE REQUIRED. TERMITE: MODERATE TO HEAVY 6. NOTIFY ENGINEER IN WRITING OF ALL CHANGES PRIOR TO AND DECAY: SLIGHT DURING CONSTRUCTION. ICE SHIELD UNDERLAYMENT REQUIRED: YES, VALLEYS & PERIMETER q. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECE55ARY TO PROTECT DESIGNER, ENGINEER, AND OWNER. NAILING SCHEDULE 5UFFOLK COUNTY, NEW YORK 10. CARBON MONOXIDE ALARMS SHALL BE PROVIDED ON EACH LEVEL 2015 AMERIGAN WOOD COUNCIL (AWC) WOOD FRAME CONSTRUCTION MANUAL (2015 WFGM) AND IN BASEMENT WHEN APPLICABLE. SMOKE DETECTORS ARE . .:; ;. SIZED FOR COMMON NAILS REQUIRED IN EACH BEDROOM AND EACH LEVEL OF DWELLING ;1 I I' RAFTER/TOP PLATE 3-bd (TOE NAILED) ACCORDING TO NEW YORK STATE BUILDING GODS. CEILING J015T/TOP PLATE 3-bd (TOE NAILED) CEILING J015T/PARALLEL RAFTER 7-16d (FACE NAILED) CEILING J015T LAPS OVER PARTITION 7-16d (PAGED NAILED) COLLAR TIE/RAFTER 2-bd (EA. END 1-1/4" STRAP) BLOCKING/RAFTER 2-bd (TOE NAILED) RIM BOARD/RAFTER 2-16d (END NAILED) TOP PLATE/TOP PLATE 2-16d (FACE NAILED) TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) WIND- BORN DEBRIS P ROTE CTI O N ENERGY C O M P LIA N C E STUD/STUD 2-16d (FACE NAILED) HEADER/HEADER 16d (FACE NAILED) TOP OR BOTTOM PLATE/5TUD 2-16d (END NAILED) BOTTOM PLATE/FLOOR J015T 2-16d (FACE NAILED) GLAZED OPENINC75 TO BE PROTECTED IN ACCORDANCE WITH J015T/51LL, TOP PALTE OR GIRDER 4-bd (TOE NAILED) A5TM Elgqb AND A5TEM Elbb6 LARGE M1551LE TEST. Generated by REScheck-Web Software BRIDGING/J015T 2-5d (TOE NAILED) STRUCTURAL PANELS TO BE PRE-GUT, LABELED, AND Compliance Certificate BLOCKING/J015T 2-5d (TOE NAILED) BLOCKING/51LL OR TOP PLATE 3-16d (TOE NAILED) MAINTAINED ON SITE. LEDGER STRIP/BEAM 3-16d (FACE NAILED) J015T ON LEDGER/BEAM 3-SD (TOE NAILED) BAND J015T/JOI5T 3-16d (END NAILED) PANELS SPANS < 4'0 WIDE Project 38015 Main Road BAND J015T/51LL OR TOP PLATE 2-16d (TOE NAILED) 3/4" (23/32") APA 48/24 SPAN RATED PLYWOOD SHEATHING IECC PLYWOOD ROOF DECKING bd @ 4" O.G. EDGE5, @ 8" O.G. FIELD Energy Code: Southold, old, FASTEN STRUCTURAL PANEL TO BUILDING NI #10X3" GALY. OR Location: Southold,New York STRIP 5HEATHING bd (ONE/RAFTER) „ " Construction T PLYWOOD WALL SHEATHING bd @ 4" O.G. EDGE5, @ 8" O.G. FIELD 55 SCREWS W/ WASHERS AT 16 O.G. OVERLAP OPENING 4 Type: Single-family Project Type: Addition PLYWOOD 5UBFLOOR DECKING SD @ 6" O.G. EDGE5, @ 12" O.G. FIELD Climate Zone: 4 (5572 HOD) 0 0 o 0 Permit Date: r- - - - - - - - - - � Permit Number: I I Construction Site: Owner/Agent: Designer/Contractor: WEST CREEK 0 1 1 0 38015 Main Road I I Orient,NY 11957 I ALA DES IGN� BUILD I NOT ES G U RAM NG .. . Via• 1 . ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH I I Compliance: 2.5%Better Than code Maximum UA: 514 Your UA 501 Maximum SHGC: 0.40 Your SHGC: 0.30 DESIGN DRAWINGS . STRUCTURAL GRADE #2 OR BETTER. I I The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. WEST CREEK L- - _ _ _ _ _ _ - - J It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 2. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND 0 0 0 o Slab-on-grade tradeoffs are no longer considered in the ILIA or performance compliance path in REScheck.Each slab-on-grade PO BOX 256 assembly in the specified climate zone must meet the minimum energy code insulation R.-value and depth requirements. FLOOR OPENINGS OR A5 NOTED. NOTT05GALE NEW SUFFOLK, NY 11g56 3. DOUBLE FRAMING UNDER POSTS AND PARALLEL PARTITIONS OR A5 NOTED ON DRAWINGS. Envelope Assemblies PANELS SPANS 4'0 OR WIDER ENGINEER 4. PROVIDE 50LID BLOCKING FOR ALL JOISTS AND FLOOR BEAMS AT „ 3/4" (23/32 ) APA 48/24 SPAN RATED PLYWOOD SHEATHING W/2X4 ' GONDOLA ENGINEERING, P.G. MAXIMUM 8.0 FT ON CENTER. Ceiling:Breezeway: Flat Ceiling or Scissor Truss 329 38.0 0.0 0.030 5TRONG-BACKS @ 24" O.G. 51ZE TO OVERLAP OPENINC75 4" AND 0.026 10 9 1755 SIGSBEE ROAD 5. SUPPORT ALL HEADERS 6.0 FT AND OVER WITH DOUBLE UPRIGHTS. FASTEN PLYWOOD TO 2X4 BRACING W/#10X3" GALY. OR 55 SCREWS Ceiling:Annex: Flat Ceiling or Scissor Truss 1,096 56.0 0.0 0.024 0.026 26 28 MATTITUGK, NY 1 1952 SUPPORT ALL HEADERS q.0 FT AND OVER WITH TRIPLE UPRIGHTS. JN/ WASHERS AT 12" O.G. FASTEN STRUCTURAL PANEL TO Ceiling: Kitchen Addition:Cathedral Ceiling 162 44.0 0.0 0.024 0.026 4 4 '`. ALL HEADERS SHALL BE 51ZED A5 NOTED OR MINIMUM OF 2-2X8. Wall:Wood Frame, 16"o.c. 2,414 23.0 0.0 0.055 0.060 76 83 ISSUE/REVISIONS BUILDING W/ #10X3" GALY. OR 55 SCREW5 W/WA5HER5 AT 16" O.G. 6. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. Door:Glass Door(over s°%glazing) 42 0.260 0.320 1 I 13 SHGC:0.24 03.21.23 AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE Door 2:Glass Door(over50%glazing) 710 0.340 0.320 241 227 REVISED 01.11 .23 SHGC:0.30 PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, 5KYLIGHT5, o 0 0 o Window:Wood Frame 90 0.260 0.320 23 29 I I I I I I I I I I SHGC:0.34 +•; :.. EXTERIOR DOORS, WINDOWS, DECKS, AND WHERE REQUIRED. 2X4 STIFFENERS I I I I I 1 I I I I Window 2:Metal Frame w/Thermal Break PROJ EGT 7. NAILING SCHEDULE TO COMPLY WITH N.Y.5. ALL EXTERIOR NAILS I I I I I I I I SHGC:o.2s 197 0.350 0.320 69 63 l01 Iol I I l01 l01 Floor:All-Wood joist/Truss 1,239 30.0 0.0 0.033 0.047 41 58 BEGKER I GALLANT TO BE GALVANIZED. I I I I I I I I I I GUEST HOUSE I I I I I I I I I I Floor: Breezeway:Slab-On-Grade (Heated) b. FASTEN ALL FLUSH WOOD CONNECTIONS WITH RATED GALVANIZED I I I I I I I I I I A55EMBLE MULTIPLE 5ECTION5 Insulation depth: 76 19.5 0.691 0.645 0 0 Insulation position:Vertical Insulation 38015 MAIN ROAD METAL CONNECTORS BY 5IMP50N OR APPROVED EQUAL. 101 101 Ic 1 101 I0I W/ 1/4" THICK BOLTS @ 2' O.G. ORIENT, NY „ Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other �F �� 9. NAIL PLYWOOD SHEATHING WITH bd @ 4 O.G. AT EDGES AND bd @ I I I I I I I I I I calculations submitted with the permit application.The proposed building has been designed to meetthe 20I8 IECC requirements in Q�F- W�'O jam( .� p �€ Web and to comply with the mandatory requirements listed in the.I ,C&Inspection Checklist �. C0 'p 12" O.G. IN FIELD 1 1 I I I I I I I I T `' o�� H�a DRAWING 10. ATTACH ALL ROOF RAFTERS TO PLATE AND STUD WITH GALY. ICI ICI !or!1 I0I I01 HURRICANE TYPE CONNECTORS. NOT TO SCALE Name-Title '- igiature Date '- NOTES & DETAILS ut7 Project Title: 38015 Main Road Report date: 08/17/23 11. MULTIPLE LVL MEMBERS SHALL BE COMBINED A5 PER Data filename: Page I of I MANUFACTURES RECOMMENDATIONS. ALL JOISTS, GIRDER5, AND { HEADERS TO HAVE BEARING STIFFENER5 A5 PER MANUFACTURER. o�4�hpti (2) 14" LVL FLUSH HERDER 6„ 51DING OVER VENTED RAIN5CREEN CAVITY - O PROVIDE POCKETS I IN FOUNDATION F0 64 1/2" 17'-1 1/2" 16" TJI/560 HEA ER a q 1/2" 51MP50N TOP I r MOUNT HANGER 1/8 I WATER I, I I HVAC HTR. M CHANIGAL E UIPMENT In a cn I I I I I — — 16"TJI/560 @1 ' O.G. F.J. — 1 1 I DROPPED FLOOR 5Y5TEM' I "' DROPPED FLOOR SYSTEM BASEMENT BULKHEAD STAIR I I JOISTS HUNG FROM BILL PLATE I �; N.T.S. N.T.S. I I W/51MP50N TOP MOUNT HA GER • I (T(P.)SEE DETAIL .' 6-4 1/2" A' PHA5EI PHA5EII DRAIN MIPE PROVIDE VENTILATION TIED INTO EX15T NG ►I 2X8 16"O.G. I I A5 REQUIRED ARTIFICIALAND LIGHTING HOUSE T P TR.ND.JOISTS UNFINISHED I 10'-10 301 10'-10 31b" 10'-10 3/8" 10'-10 3/8" BASEMENT 5" DIA. X 3' DEEP CONCRETE I I1 '� I 4"THICK POURED — —_- - — — — — — — — — — — — — — - - - - - - Rf_W{3)-2X19_ - - - - - - - _- - - -_ - - - -_— - - -- - - -_ - - - _ - - - _- - - PIER ON 25" FOOTING I I �, CONCRETE SLAB f� TR.M. BEAM '� I I I X I1 I I"I/6X6,#10/#10 wWM �1 J015T HUNG FROM I NEW 8" DIA.X 3 DEEP _ rn -llI ILL PLATE W/ I p 1 I 51MP504 bF MOUNT I ;:V p N NEW 2X10 TR. WD. LEDGER BOARD p CONCRETE PIERS ON �y `s? I �n io i VERIFY FINAL DIMEN51ON5 o H GER(TYP.) - HANG DECK J015T5 FROM 2F DIA. FOOTING(TYP.) 1 I II :: i �`� I ry • KEY 1 I (c3j IQ � (3j IQ 16„TJI/56o @16 O.G. F.J - AND ELEVATIONS IN FIELD I o in LEDGER#LU5210Z (TYP.) in - - I X x 4'-10 1/4 tx -L� - - - �- - - - - - - - ' " 17'-3 3/4" uoi I PROVIDE GKET5IN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - XS TR. ND. I I �Q BEAM LED ER BOARD I FOUN TION FOR I I - - - - - - - - - - - - - - - - - - - - - - - = = _ _ _ _ = = = = = = I ' �1 <IIII TREADER EX15TINO FOUNDATION WALL I r — — — — — — & _ _ _ _ 25' Y.I.F.DI1�1EN510N5 �I I I I 1 {''I in I I I EXISTING WELL III I I i 16"TJI/560 _(` — 16"TJI/5b0 @16"O C. F.J. TANK III I il— -I 4' kNALL I 16"O.G. F. SANITARY PIPING F � j..j KNEEWALL BELOW � in I I &HOUSE TRAP III II I YIATER III III l. I II II _ i FLOOR JOISTS EXISTING EXTERIOR 3'-6" HIGH �LL I I NEW POURED CONCRETE FOUNDATION I I HTR. III I I� — AG GONDEN5ER CRAWL OPEN TO BASI}tENT 1 5'-q1/2" BASEMENT — — - - - - - - - - - - - - - - ' I I /UNFIN154-IED SPACE) III I --J � _ r - - _ I „ I DRAIN PIPE TO - - I r SX P 16 OUR I I , .. - - ED GONG. FOOTING ® I NEWADDITION 5 T— — — — — — E ON UNDISTURBED 501L W/(2)#5 CONTINUOUS REBAR - - - - - - - - - - - - -I - - - - - - - - - - - —I :t — — — — — — — — - - - FOUNDATION WALL INFILL UNDER-SLAB I I 14"TJI/560 BELOW WALL ABOVE tu I I I II DRAIN PIPE b"THK. POURED GONG. IZI I ° I I I I II Tv v I I — — _16"TJI/560 @16"O.G. F.J. ®'fit` — — o o I I EXISTING(3)q-1/2 FOUNDATION WALL W/#5 REBAR NEW INTERIOR WALL EXISTING I I d b"THICK�OURED I JOISTS H NG FROM SILL PLATE @36" O.G. EACH WAY W/36" SPLICE r' EXISTING I I LVL GIRDER m i'- - - -COLUMN(TYP.) 6 3 3 10 � — � � GONGREE SLAB � W/51MP5 N TOP MOUNT HANGER I ',��. I W/LIQUID APPLIED DAMPROOFING 1 PIER(TYP.)I — — — — — — — — — — — — — — — — — — — — — — — — - - - — — — — - - - - - - - - - 3- - - - - II m W/6Xb,#1q/#10WWM I I (TYP.)5E DETAIL 2"UNDERSEA INSULATION 't;'x''•'", ' I 3"INSULATON AT IN51 E FOUNDATION WALL v 4"THICK POURED (2)#5 CONTINUOUS REBAR ,. NEW b" DIA.X 3' DEEP i I I - I I ` _ I I CONCRETE SLAB I I TOP OF WALL SLAB PROVIDES FLOOR FOR ABOVE v W/6X6,#10/#10 WWM CONCRETE PIERS ON 1 1 I I 2F DIA. FOOTING (TYP.) I I : I 50'X 12"ANCHOR BOLTS @ 25" O.G. = �- I I- - - - - - - - - - - - - - - - - - - - - - - I I I ATS' ENDZONE5 AND 2q" O.G.AT P I I I I „ l INTERIOR IORZ E O N 5 W X X WEST GDEVE.EK I I I INSTALLATION OF OWNER I I—_ `—_ _—_ —_ —_ —_ - - - - - - - - - - - - - - - - - - I _ _ _ METAL WASHER 1 5UPPLIED WA5HER& DRYER 22'-2° ` I INCL. PLUMBING&ELEGTRIG I, ( I — — — — — — — — — I m I L — — J I 12° FROM EACH CORNER PLAN I DESIGN I BUILD I I 10'-1° I I I I - - - - - - - - - - - - - -- - - - - - - I REMOVE&1NFIILL I '• (:..'. ;` ;. I 2X4 WALL TO HO 5E m EXISTING BA�5HMENT ACCESS I I I ELECTRIC&FLU BING FOR ]jK (RELOCATE IA5IPER PLAN) 1 I DRYER NABHER WA5HER&DRYE I I I I l�RYERVENTING I I _ _ G CRETE.INFILL- - .J I B I DESIGN DRAWINGS TO EXTERIOR T 1'-b" 5' ENTRA I OP N NG�AcZE5� J NEST CREEK 1 Ell I PO BOX 256 — - - - - — —,g-1� - - - - - - - - � — J 25' 23'-6�� -I --I :,; r _ — — — — — — — — --� ,-;;' r— — — — — — — — b"X16" POURED GONG. FOOTING I NEW SUFFOLK, NY 11g56 I I E B 5E E T I o cv SAW OUT NEW 5'WIDE I I v SET ON UNDISTURBED 501E W/(2)#5 = - 5 — — — 9k?E.AlJl�54N-EXIB�Nrr " I N CONTINUOUS REBAR C P N BO E DRAIN = FOUNDATION WALL 2X10 TR. WD. x BNGINEER in I I ( ) I I o I o f I I CONDON ENGINEERING, P.G. ':A4 + _ _ q-1/2"TJI 230 _ _ I I LEDGER BOARD b'HIGH X b"THK% . POURED GONG. @16' O.G. F.J. J- 2X10 @ 16'.O.G. d °J '° FOUNDATION WALL W/#5 REBARLL— 1755 51G5BEE ROAD — — — — — — — — — —� :' ( I :' I TR.wD. J015T5 �_I I @36" O.G. EAGH WAY W136" SPLICE A MATTITUCK, NY 11 q52 RAILING AT TOP W!LIQUID APPLIED DAMPROOFING OF STEM WALL �I I 13 8 I ISSUE/REVISIONS L- - - - - - - - - - - - -� I I (2)#5CONTIN0005REBAR 03.27.23 ' TOP OF WALL REVISED 07.11.23 5" DIA. X 3' DEEP CONCRETE PIER ON 28" DIA. FOOTING I 51V X 12"ANCHOR BOLT5 @ 25" O.C. PROJECT '-4 1/2" AT 8' END ZONES AND 2q" O.G. AT BECKER/ GALLANT 6' 11'-4" 15' q'-3 1/2" - ► INTERIOR ZONES W/3X3X3/16" PHASE I PHASE II METAL WASHER GUEST HOUSE 12" FROM EACH CORNER 35015 MAIN ROAD --'� ORIENT NY /y. N J. C t:.. * SON 0 .. �)IAA ' FOUNDATOIN PLAN =' � p • f FOUNDATION PLAN SCALE. 1/4" = 1'-0" PROJECT NORTH Al �\ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- CONVERT EXISTING I PITCH PORCH ROOF{ TO FLAT EPOM ROOF I DEMOL15H NALL 15'-11" ONE 'v 0 REMOVE PORCH RAILINGS I LIVING ROOM BEDROOM #2 I EXISTING WALL &REPLACE WOOD COLUMNS- NI 5"STEEL A5 PER PLAN I (CATHEDRAL BEAMED CEILING) PROPOSED FLOOR Ell A N 3' 0 1/4" SCALE: 1/4" = V-0" ] \ LAUNDRY 4'-11 1/4" / REMOVE& INFILL I I \ / I REMOVE& INFILL HALF HIP ROOF SECTION I \\ I HALF HIP ROOF SECTION O 1 ry >- - - - - - - - - - - - - - - - -`" - - - - - _ - I I / \ �,O,VRED 1T-1 1/2" / 94'718"INX 64 1/4"H I 94 7/5"W X 64 1/4"H Pad I � / � \ ( HORIZONTAL SLIDER OX' I HORIZONTAL SLIDER OX' CLOSET REMOVE DOOR / ry & INFILL WALL \ I IIIII If II 11 II If II 11.11 I II If I (2) 11-1/8"LVL W(1) 1"X11" TL. PL. FLUS HDR. REMOVE& INFILL I III I II I I I I II 11 11 11 III 11 III Q EXISTING BASEMENT ACCESS Irrll II II I1 rr 11 II II 11 I II III 15'-10 3/4" % REMOVE WINDOW \ _ (RELOCATE A5 PER PLAN) I I II I [I II I 111 if if l I'I I I 'o I & INFILL WALL I III�LII-lF u LLIL1111 LLr I_x°1 1 - - - - -� 1 '-1 /4„ I� flilf 11 it it fI-11 II II II >s I o1 b 1 IIIII If II If II 11 11 Ir11 �II on1 a� BEDROOM #1 � QI 16" PEN WEB TRUSS @116"O.G. C.J./R.R.�.K11� , 'REMOVE 00' Ilill II it 11 II I VE& REPLACE DINING AREA - — — — KITCHEN o u��i IIIII II II If II II II II II 1 it -11 m STAIRS A5 PER I I w _ I ' T; IIIFFII�IFFTIH: FflFT -QI iv PROP05ED PLAN I I X d cn 11111 11 11 IF II If II I1 11 1 FF { �' I allrl 11 II lrlrn II II rr 1 II ryl BEDROOM #5 `T pill 11 11,11 11 11 11 1 111 1 I illll II II If II II II fill 12I 41I�I1-41.0 I4-1WI-W 14.r-1-_�I } -DENOTE m t I / IIIII II II II II II IF FF 11 'r 11 I EGRES WINDOW HYAG - 16'-4 1/2" `o CONDENSERS 1C- - - - - - - - - - - - - - - - - - - - - - - - - - - - —\-y \ 11111 11 11 If I fillIII II III I I - - - - - - - - - - - - - - - - - - - - - IIIIIIIIIIIIIIfII11' 4'-1° 11'-10° III I I i l I II II If Il If If 11 [I'11 I 11 11 I ;o cV EXISTING FLOOR PLAN, & DEMOLITION PLAN BUILT-IN RD OBE GABI ETRY SCALE: 1/4" = V-0" _ p 2X6 WALL , CLOSET e1 m HED LAPIN T SHELF NICHE 44'-11/2" ANNL-X `r BENCH 36X90 V-1 1/2" 12' z W NEW 5TEP5 PREFAB. ENTRY 30X90 z _ r _ Zw COTTAGE CANOPY ABOVE �' � cr c z� D UP PHASE I PHASE II _ °- - UPPER LEVEL I o I f- �- -� v CEILING HEIGHT 9 � r x w ILI tu o to rn f w f o ,o ft- aw I44"HIGHER THAN LONER LEYEL - O , C(1 , " .. ... ..... .. ..._.............____......................... ... ..... .. .......... ............. ....._..._..__..........._...._._......._.._........_._..._........................................ ..................................... ....._ ................. ......_......._._........._......................... ......__...._......................._........_................._..... ........._.. ..... .. m K .? - - - 1 11 '1/8 11 8 3/4 1 /4 _ 5T rC, HALL Lu P5 r{ L - NEW ...:..... ....: NEW UP _ �� 16"O B 55 16"O.G. C.I./R.R.Oj I E _. ....... ... _...._._._.............. _.....__......_......._............ -._::_ .__..... I — — W ....................... 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A DI -n o I _...._.. . _......... ...... __........._..._.._......._. ... ........._........._..-._._. .._. — ct .� IT! Ul to STEEL COLUMN(TYP.) DE -..... 3 ""' 133"W X 84"H 3-PANEL SLIDING ODOR'" 89 1/2"PN X 84"H 2-PANEL SLIDING DOOR 295/8"X295/8"AWNING I rn , m 10' 5 1/2" o EXI TING .... . . \ - (2) 11-7/8"LVL HDR - PO CH O 11-1/8"LVL W(1)5/8"X11"5TL. PL. HDR. P (2)2x10 STUDY , o `? _... ..._......._.....__._....................._._...._._..... I x 14 .................................. 5Ln St I :::.......... 7-1/41 LVL _: ::::: _ O PATIO 1@16 O: G.J./R.R. 16 d, . . ..... STAIRS - . _ I ON EADE O 3 RISE BILGO DOOR f- HONE REPLACE EXISTING PO GH I I X 254' _ �oACCESS STAIRS EXISTIN o BEDROOM #2 O BUILT-IN N GOLUMN5 W/5"DIA. PAINTED _..........m_ 2"19"W X 114"H -7-PANEL FOLDING DOOR CLOSET CV - -x d) STEEL COLUMNS( P.) w _- ._..__.. . a BATH O m O _...__...... r 0 5 0 1/4 (3)9 1/2"LVL W(2) 1'X ' 5TL. PL. FLUSH HD . iy -........_f I .. .. . 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O - - w _ x n GONDITIO ED SPACE'.. .. z o - ,� - NEW STAIRS DOWN NEW HALL = °:� UP can � m �xo r 2 I ( 3 GEILIN ) - — — — — — G _ T B - - x O BASEMENT a' " G w N I N 3'-5 3/4" (2)2X8 HDR m LL m I I iv o I m C.x w r LIVING ROOM I _ ( .T ......... r-..;....x x - x ...... ....................4„ABOVE 20" BE c K _ , lit 32X84 30X50 —3 GOT GE FLOORN ryn CEILING NG HEIGHT 10'-2" Ln C4DESIGN DRANING5 .... v v z 14"LOWER THAN UPPER LEVEL 2 D I- : N WALL IN-FILL--2/4 N-FILL _ ,-U WE5T CREEK : m OL05 ET cv HANDRAIL I ::ROOF 114BOVE ..._ I I : : PO BOX 256 : : _. _...._ _..... WALL IN � RE-WORK STEPS - CATHEDRAL AT EXISTING WIND (3)9 172'LVL W(2) 1 X '"5TL"FL.*FLUSH HD 6- NEW 5UFFOLK NY 11956 . ., _. . .. � BEAMED CEILING TO LINE UP WITH o ABOVE 8' S" 12' 1" I I MED GEIL �_ . .,' NEW COLUMNS _.... 22'-7„ 2 .. . c .o.,, _ _' .. ... .. .zm,.W X 114"H "f-PA EL FOLDING DOOR....._.... .. ...................... ................ ..... E N G I N E E R m d ............. Ax BEDROOM #1 m ...........:..W� _...... ........ .. ._ ..... _ 23,4,,:-. ......., ..... ........._ . �, CONDON ENGINEERING P.G. U. _ ENTRY FOYER ALL ?IS"LVL 1) 1"X11 WALL IN FI INET (2) 11- W( 5TL. PL. FLU H HDR. _ I_... . I' _ 1155 5165BEE ROAD _ — — 6, 5„ ° NEW WINDOW X _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ LL G B m y''',•• n RELOCATE OPENING w a — ISTONEaATIO — — _ _ 264 3/4"W X 119 1/2"H BIPARTING SLIDING DOOR — — — MATTITUGK NY 11 q52 TO - o .D r - - - - - - - - - - - - - - - - - - - - - - -71/ LVL - - - - - - - - - - - - - - - - - - - - - - - - , . m - - - - ENOTES x - - - - - - - - - -_- - - - - - - - - - - - :;. n ..............._..... - ;Ff?#1R1PA ►A - - - - - - - - - - @G.J./R.R. - - - - - - - - - - - - ____._......_._.......- � EGRE55WINDOW - - - - - - � - - - - - -11-- - - - - - - - - - - - - - - =7+ - - - - - --1L- r - ...... �. - - - -�- - -- --.-.-- IL - - - -. - - - - - - - 16 z r- �- - - - _ fir - - =1L - - _- -_ r; I ISSUE/REVISIONS , HANDRAIL _..........._.......... _..... - - +L- - _ - 03.21.23 - - -----.-.-_ ___ _-- - - - ii- - - - - - _ _ zz m (3) 1/4"LVL FLUjHH R - - - - - - - - - - - - - - - - - - - - - - I _ _ _ REVI5ED07.11.23 It--- _ T - - , D 36 X b " H 3 "X 5' P05 TO STR GTU RAL DH 36 X 65 I , I ...................... — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — REPL EEXISTING REFRIGERATOR - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - RIDG ABOVE ........................... .... _......._._.. PORCH COLUMNS 48 IPROJECT I G 5"DIA. PAINTED - v > _ .......... : I�LI �itl v 4 x to o € ` Ij ; , B GK I � _ � � , : � : : E ER / GALLANT I STEEL COLUMNS( P.) Q a s I a m I I © 0 — > �_ _ NEW 6� ,w o Q LLL_ I LLO = iv o x ENTRY!P2RGH U P CATHEDRA CEILING O " i _...... . iV ........ EXISTING WALL D �- ROAD _ I wm 1 �— RAILING AT TOP _ in A 38015 MAIN _ 2X10 @1d O.G. R.R. ry I . ' :I s ,�pF NEWy ORIENT, NY RELOCATED OF STEM WALL l \� 0 x x I 0H �: „ -1_ . C O 1 1 1 O BASEMENT— ......„ 4 � is 0 4� d� 1 _1 I : I I ; iI � I � I Ii > y NEW WALL ACCESS STAIRS wm DW wm ; I I i .3: 1RAVSINCz KITCHEN ADDITIO - LVL HD ' — — I �: ✓ ' FLOOR PLAN5 q'-6" X 15' 142.5 5 F ELGA L ELGA 5 ELGA 5 ELGA R .,, ,.tat✓ Z 36"X 46" 40 1/2"X 46" 40 1/2"X 46" 36"X 46' f� 05 4 t�V 6'-2" 13'-b 1/2" P05T TO STRUCTURAL 15' q'-3 1/2" 25' 23'-6" PROJECT NORTH RIDGE ABOVE NEW 9'-6"X 15' � � _ �� - KITCHEN ADDITION 2X6 EXT. WALL5 PHASE I PHASE 11 V-4 1/2" 1 T-6 1/4" 16"OPEN WEB TRU55 @16"O.G. G.J./R.R. 1 5GUPPER + COLLECTOR BOX zt I - LINE OF 5HADE + LEADER TO GRADE u� m m 5TRUGTURE 'n 1 m 1 1 1 APPROXIMATE LOCATION OF PLUMBING VENT ----\ 6-4 1/2" 164 3/4" 5GUPPER + COLLECTOR BOX + LEADER TO GRADE 16"OPEN WEB TRU55 @16"O.G. G.J./R.R.of ql,4 00, PHA5E1 PHA5EII v- 6'-1" 35'-3 1/2" 14" HIGH PARAPET 2X6 FRAMING to Lo GUTTER GUTTER FF--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� ANNEX NOTE: -STRIP EXISTING CEDAR ROOFING 11 UPPER FLAT ROOF -IN5TALL HUBER ZIP 5Y5TEM I 1 cv EPDM f_____ ROOF 5HEATHIN6 W/TAPED 5EAM5 I I cTn 102q 5F PITCH TO GUTTER5 I 1 _NEW STANDING SEAM ROOF tL� I I m _ TAPERED v m GUTTER INSULATION BOARD 12 z I ry PITCHED TO 5CUPPER5 101 ''. 1-1/4" LVL I I STANDING SEAM tu (3j @16' O.G. G.J./R.R. I REMOVE & INFILL METAL ROOF REMOVE & INFILL I ORANGERIE d HALF HIP ROOF HALF HIP ROOF 5EGTION SECTION LOWER FLAT ROOF FLAT ROOF EPDM PITCH TO GUTTER5 22'-q 1/4" EPDM I I COTTAGE I _ w ------------ ----� ------ --------------338 SF------------ ----------------------------- Ln �o I TAPERED _ PITCH TO GUTTER5 TAPERED I I i INSULATION BOARD 5GUPPER -' 5GUPPER PITCHED TO GUTTER5 INSULATION BOARD , j + COLLECTOR BOX + COLLECTOR BOX PITCHED TO GUTTER5 ,' `� I � I + LEADER TO LOWER OOF + LEADER TO GRADE ATA5 DRIP EDGE FA5GIA 5TANDING SEAM 0L W/CLEAT 8 I I METAL ROOF `j 1 SPLICE PLATES 1 I 12 V_ O I WESTCl\.I:i 10I— X GUTTER o I I PLAN I DESIGN I BUILD II I RE c II II II PITCH TO 6UTTER5 I I 14, 24'-q 5/5" 23'-10 3/4" RIDGE P05T WN TO I I 1 I DESIGN DRAWINGS FLUSH HEADER 11 I ( WE5T CREEK II- - - - - - - - - - - - - - - - - - - - - - - -� I I I PO BOX256 11 GUTTER I NEW 5UFFOLK, NY 11956 GUTTER GUTTER LINE OF 5HADE 5TRUGTURE 1 I I STANDING5EAM Q STANDING5EAM 1 1 L - - - - - - - - - - - - - - � - - - - - - - - - - -1 METAL ROOF n, I METAL ROOF I I 12 � I 12 1 I ENGINEER arc GONDON ENGINEERING, P.G. 1755 51G5BEE ROAD A l l m I I I MATTITUCK, NY 11 q52 . II II NEW NEW ICI 1 2X10 @16" O.G. R.R. I 2X10 @16" O.G. R.R. 1 I ISSUE/REVISIONS L� - - - - - -_ - - - - - - -J� 03.21.23 REVI5ED 01.11.23 6'-1" 13'-7 1/2' �' 7'-5 3/4" T-5 3/4" �' q'-2 1/2" RIDGE P05T DOWN TO FLUSH HEADER PHASE I PHASE II PROJECT BECKER / GALLANT GUE5T HOUSE 36015 MAIN ROAD CF;;�/„ .ORIENT, NY * , ;fix: �1)f DRAWING PROPOSED ROOF PLANSCALE: 1/4" = V-0" ROOF PLAN 05 t $ - PROJECT NORTH A3 ,.a COTTAGE REMOVE & INFILL HALF HIP ROOF 5EGTIONS REMOVE & INFILL NEW 5TANDING HALF HIP ROOF SEAM METAL ROOFING SECTIONS NEW 510ING @ GUE5T HOUSE FLAT EPDM ROOF WOOD 5HADE W/ PERIMETER ALUMINUM ANNE STRUCTURE VERTICAL 1X6 T&G GM AY 14" PARAPET COPING FLAT EPDM ROOF CEDAR OVER RAIN5GREEN RELAGE EXISTING ` ALUMINUM DRIP EDGE -1 PITCH PORCH ROOF ' PAINTED FASCIA VERTICAL 1X6 T&G GM ENTRY CANOPY BRE31 EZEWAY BOARDS W/ FLAT EPDM ROOF AY CEDAR SIDING ' - - PAINTED FASCIA BOARDS OVER RAIN5CREEN (TYP.) q4 1/8"W X 64 1/4"H q4 i/8"IN 64 1/4"H HORIZONTAL SLIDER OX HORIZONTAL SLIDER OX milli PORCH CEILING ' PAINTED BEADBOARD . 21q"W X 114"H I-PANEL FOLDING DOOR STACKED 4 RIGHT/3 LEFT 1 to < ll > 5" VIA. PAINTED MNE A NNTRY 5TEEL COLUMN TYP.) 5T c PAINTED FASCIA NEW WOOD DECK PAINTED BOARDS CEDAR DECKING R15ER5 NORTH ELEVATION SCALE: 1/4" = 1'-0" COTTAGE REMOVE & INFILL REMOVE & INFILL HALF HIP ROOF HALF HIP ROOF SECTIONS 5ECTION5 NEW 5TANDING yL�. SEAM METAL ROOF WESTCREEK RELAGE EXISTING PITCH PORCH ROOF FLAT EPDM ROOF PLAN ( DESIGN � BUILD W/FLAT EPDM ROOF NE 51D1 G ALUMINUM COPING ANNEX W/PERIMETER CURB VER ICAL 1X6 &G A YC — WOOD 5HADE OVER RAI 5G EEN FLAT EPDM ROOF ry WO PAINTED BREEZENAY 5TRUCTURE DESIGN DRAWINGS FA5GIA BOARD5 WEST CREEK PORCH CEILING NEW 5UFFOLK, NY 11g56 PAINTED BEADBOARD 21q"W X 114"H ?-PANEL FOLDING DOOR 264 3/4"W X 11q 1/2"H BIPARTING SLIDING DOOR cl EISTACKED 4 LEFT/3 RIGHT E N G I N E E R m m CONDON ENGINEERING, P.G. Ln 1755 5165BEE ROAD 5" DIA. PAINTED LLI MATTITUGK, NY 11 q52 STEEL COLUMN (TYP.) , , BA5E MENT AGGE55 5TEP51-7 EXPANDED PORCH TO BA5 BILL DOOR ISSUE/REVISIONS 5TEP5 03.27.23 REVISED 01.11.23 RELOCATED BASEMENT NEW q'—b"X 15' NEW KITCHEN PAINTED FASCIA AGGE55 KITCHEN ADDITION ENTRY PORCH BOARDS CEDAR DECKING PROJECT BEGKER / GALLANT GUEST HOUSE 38015 MAIN ROAD SOUTH ELEVATION ORIENT, NY SCALE: 1/4" = 1'-0" �E OF N�y 4 DJ. oti oG�� DRY ELEVATIONS 051, A4 -s lo-'� i COTTAGE REMOVE & INFILL NEVI STANDING HALF HIP RO SEAM METAL ROOF i OF SECTION 'AINTED FASCIA 30ARD5 KITCHEN ADDITION 6 PITCH ROOF WOOD SHADE STRUCTURE FLAT EPDM ROOF -- ANNEX IN/ PERIMETER CURB ALUMINUM COPING 45"W X 58-1/4"H 1x10 PAINTED CA5EMENT LEFT HINGED FASCIA BOARDS TEMPERED-FR05TED Hill 88 1/2"W X 64 1/4"H 42"W X"IS 1/4"H HORIZONTAL SLIDER XO in NEW 9'-6"X 15' FIXED KITCHEN ADDITION �O CV NEW KITCHEN VERTICAL 1X6 I ENTRY PORCH 44 3/4"W X 64 1/4"H T&G GM AY CEDAR 0 FIXED TO MATCH SLIDER BIDING OVER CEDAR DECKING RAIN5GREEN (TYP.) 00 1 � ww � U � o PAINTED RISERS 5 PORCH HVAC BASEMENT AGGE55 ::7 CONDEN5ER5 BILGO DOOR FAST E LEVATI O N SCALE: 1/4" = V-0" ':. COTTAGE REMOVE& INFILL NEW STANDING HALF HIP ROOF SEAM METAL ROOF SECTION 1x10 PAINTED 1x10 PAINTED FASCIA BOARDS FASCIA BOARDS h- VERTICAL 1X6 T&G GM FLAT EPDM ROOF � 6'V �►J .1 ��� AY CEDAR SIDING FLAT EPDM ROOF ANNEX ALUMINUM DRIP EDGE 6 PITCH ROOF OVER RAIN50REEN (TYP.) W/PERIMETER CURB ALUMINUM COPING PLAN I DESIGN I BUILD WOOD SHADE STRUCTURE F 1x10 PAINTED DESIGN DRAWINGS FASCIA BOARDS WEST CREEK 42"W X 20"H TRANSOM/ PO BOX 256 42"W X 86 1/4"HNEW 5UFFOLK, NY 11956 GLA55 ENTRY DOOR LH in r 42"W X 20"H TRAN50M/ �y 42"W X 86 1/4"H NEW LT-6"X 15' < GLA55 ENTRY DOOR LH ` KITCHEN ADDITION ENGINEER CONDON ENGINEERING, P.G. 1155 5165BEE ROAD E I RELOCATED BASEMENT MATTITUGK, NY 11952 AGGE55 STONE ISSUE/REVISIONS PORCH 03.27.23 REPLACE EXI5TING PORCH PAINTED RE-SIZED STEPS PAINTED FASCIA COLUMNS W/5" VIA. PAINTED RISERS REVISED 0-1.11 .23 BOARDS STEEL COLUMNS(TYP.) PROJECT BECKER / GALLANT GUE5T HOUSE WEST ELEVATION 3015 MAIN ROAD SCALE: 1/4" _ 1�-011 � r ; -� ORIENT, NY S NN J. COy Oy. N �,�, UC. � ' DRAWING ELEVATIONS SSIOt� A5 EPDM ROOFING OVER TAPERED INSULATION BOARD 1-1/8" ROOF SHEATHING 16" OPEN WEB CEILING JOIST/ROOF FRAMING 14" HIGH PARAPET _- TOP OF PARAPET - _ - _ _ ZOP OF PARAPET - - TOE OF P T -_ TOP nF-ROQF - - - - - - - - TOP OF 890F `- EPDM ROOFING OVER to r _ TAPERED INSULATION BOARD TOP OF ROOF 1-115"ROOF SHEATHING - - - INTELLO PLUS 3 1/2" BLOWN-IN CELLULOSE INE ULATION 9-1l2"TJI 230 CEILING J015T/ROOF FRAMING 5 P C - 5 FM+MINERAL SMART VAPOR SERVICE CAVITY VAPOR MEMBRANE AlCEILING J I N TYP.) O N ULATION RETARDER d3 _ O dJ s- W I S 2 Ul tu I � Lu Lu fREEZ w U ( ITIONED 5 E lu o • w 1 _ STONE FLOOR OVER TOP OF UPPER LEVEL FLOOR _-_ TOP OF UPPER LEVEL FLOOR '� b"REINFORCED CONCRETE SLAB TOP OF LO_IEVEL FLOOR QQ TOP OF FOUNDATION cnN _ - TOP OF FL R - I T TOP OF FOUNDATION ` b .POURED CONCRETE 16"TJI/560'DROPPED'FLOOR FRA E "THK 's cn JOISTS HUNG FROM SILL PLATE SLAB W/6X6,#10/#10 WWM VAPOR BARRIER •' .!`,.`'; 0 51MP50N TOP MOUNT HANGERS PROVIDE CONTROL JOINTS ' 2"UNDERSLAB RIDGID FOAM INSULATION R-30 MINERAL WOOL INSULATIONLn •� ';:;:,',. CRAWL AREA �+ COMPACTED FILL 3"YERT GAL RIDGID FOAM INSULATION AT WALL • 1 4'HIGH X 8"THK. POURED GONG. o BASEMENT n FOUNDATION WALL W/#5 REBAR • ;, � @36"O.G. EACH WAYW/36"SPLICE _ W LIQUID APPLIED DAMPROOFINGPOF 4� THK. POUREDCONCRETE ` (2)#5 CONTINUOUS REBAR TOP OF WALL - - - - - - - - - - - - - - TOP OF FOOTI 6- - - I ' SLAB W/6X6, #10/#10WWM - - - - - - - - - - .x • .. . r; ,,:• - - O FO - 501E O 5 „ TOP F OTIN�_ FOOTING ' 12"FROM EACH CORNER SET ON UNDISTURBED W/2 # - - - - - - - - W/3X3X3/1b" METAL WASHER CONTINUOUS REBAR 8"X1b" POURED GONG. FOOTING SET ON UNDISTURBED 501L W/(2)#5 CONTINUOUS REBAR(TYP.) 8"THK. POURED GONG. 515"X 12" ANCHOR BOLTS @ 25" O.G. FOUNDATION WALL W/#5 REBAR AT 8' END ZONES AND 29" O.G. AT @36" O.G. EACH WAY W/36" SPLICE INTERIOR ZONES W/3X3X3/16" SECTION A — ANNEX W/LIQUID APPLIED DAMPROOFING METAL WASHER SECTION B — BREEZEWAY SCALE' 1/4" - 1'-0" (2)#5 CONTINUOUS REBAR 12" FROM EACH CORNER / - SCALE: 1/4" = 1'-0" TOP OF WALL REMOVE & INFILL HALF HIP ROOF REMOVE & INFILL NEW STANDING SECTIONS HALF HIP ROOF SEAM METAL ROOF 5EGTION NEW STANDING 1x10 PAINTED 5T NDI 5E M METAL ROO INC SEAM METAL ROOF FASCIA BOARDS 5 CIF D U DE AY ENT (3) 1-7/ LVL 3/4" LY 00 DECING 5T UGT RAL RID - - _ TOP RIDGE NEW 510ING . — — b PITCH ROOF • 4" 5 RAP ING VERTICAL 1X6 T&G AYG X10 16' OOF RAF ER5 b ITCH ROO OVER RAINSGREEN - FLA I EPOM ROOFIN WEST CREEK PITCHED 3,141 TOP 15T FLR PLATE 7-1/4 L @16 F RAF ERB _ PLAN DESIGN BUILD ,.,:.�,I.'-`.' �,• -'�• .. _ OF FLAT ROOF FRAMING T TOP 15T FLR. AT DESIGN DRAWINGS WE5T CREEK EXISTING KITCHEN a� r PO BOX 256 PORCH ADDITION ;' . '•; NEW FLAT =Lj Fia 21 NEW 5UFFOLK, NY 11956 ROOF ` CEDAR DEGKI TO 15T FLR. ttttt _ _ _ _ _TOP FOUNDATION "' ENGINEER (3)2X10 TR. NO. TOP PORCH DECKING GONDON ENGINEERING P.G. RAILING AT T P (1)2X6 TR. D.SILL - GRA ry OF STEM WALL mr-l""m UPNE BASEMENT W/TERMIT SHIELD 0 1755 51G5BEE ROAD NOSING(TYP.) ACCESS STAIRS i IPE DECKING ON I I I _ _ GRADE _ 8" THK. POURED CgNC. (MEANS OF EGRE55) TJI FLOOR FRAME(E EE PLANS 2X10 TR. WD. I m EXI5TING 2X10 TR. NO. MATTITUCK, NY 11 q52 FOR 51ZE&5PACIN )MR-30 J L I NEW 2X10 TR. WD. MIN I I NEWI9'-6"X 15' FOUNDATION WALL W/#5 REAR EXTERIOR FRAMING INSULATION PORCH FRAMING PORCHFRA G @36" O.G. EACH WAYW/36" 5F1 16 REBAR DOOR W/LIQUID APPLIED DAMPROO ING 36°WIDE 8"DIA.X 3'DEEP I I I I KITG I EN ADDITION ISSUE/REVISIONS LANDING 03.21.23 BAGKFILL CONCRETE PIER ON 28"DIA.FOOTING(TYPJ (2)#5 CONTINUOUS RE AR I I I I RE1/15ED 0111.23 TOP OF LU - - - - TOP FOOTING • — L_ — L — — — PROJECT 5/8"X12"ANCHOR BOLTS @25" O.C• DRAIN TO 8"X1b" POUREDCONC. FOOTING L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ] EXIST.DRYWELL 4 THK. POURED CONCRETE - - - - - - - - - BECKER/ GALLANT AT VEND ZONES AND 29" O.G. AT SLAB W/6X6, #10/#10 WWM 5ET ON UND15TURBED SOIL W/(2)#5 GUEST HOUSE INTERIOR ZONES W/3X3X3/16" CONTINUOUS REBAR METAL WA5HER 8015 MAIN ROAD 12" FROM EACH CORNER .�c��r" t,���, ORIENT, NY ay SECTION C — BREEZEWAY SECTION D — FRONT ENTRY PORCH * ar, p `'"`I"G SCALE: 1/4" - 1'-0" SCALE: 1/4" - 1'-0" - ' ' SEGTION5 �0 16 z. A6