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HomeMy WebLinkAbout52397-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 52397 Date: 10/24/2025 Permission is hereby granted to: Edgar R Castaneda Garcia 4050 Delmar Dr Laurel, NY 11948 To: finish a basement and legalize an "as built" bathroom to an existing single-family dwelling as applied for. Additional certification may be required. Premises Located at: 4050 Delmar Dr, Laurel, NY 11948 SCTIVI# 125.4-20 Pursuant to application dated 09/19/2025 and approved by the Building Inspector„ To expire on 10/24/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $830.00 As Built Alteration $50.00 CO-RESIDENTIAL $100.00 Total S980.00 Building Inspector �� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt s://www.southoldtownny.go Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E I V E PERMIT NO� 17� Building Inspector; 41- Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an RuItcOng Departmert Owner's Authorization form(Page 2)shall be completed. Town.Qf Southold Date: �o OWNER(S)OF PRgpfqT : {4L Name: SCTM# 1000- 12� o 4- V( n Project Address: Phone#: C-, Email: � .` Mailing Address: /I D e5L-1- AP— CONTACT PERSON: Name: = C.- 1 P Mailing Address: 12 a -s Phone#: s Email:6 Z �1��<✓D� - 1 � DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: �'2aC `try U 9 PC> .d-0 � Phone#: (p40 Email, Z �c� COLO �f CONTRACTOR INFORMATION: Name: . Mailing Address: Phone#: ]Eail: DESCRIPTION OF PROPOSED CONSTRUCTION $� Project: ❑New Structure ❑Addition ❑A4eratira dRe air4 emoliti�on Estim ed Cost of � ler� Will the lot be re-graded? ❑Yes lHq-o--- Will excess fill be removed from premises? ❑Yes NAP 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenaWO d restrictions with respect to this property? ❑Yes 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): 64 P&I Li Authorized Agent Downer Signature of Applicant Date: D.13UNCH �� ANNIE Notary Public„ ate of New York STATE OF NEW YORK) No.01BU618505+ SS: Qualified In COMMis^sion ExpiresAprilolk 14n ty COUNTY OF8 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, gent, orporate Officer, etc.) of said owner or owners, and is duly authorized top m 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 his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this d'ay of - , 20�6 1 6 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) ,(4 1 4 Ul residing at f t do hereby authorize 61 O /� to apply on my behalf to the Town of Southold Building Department for approval as described herein, Owner's Signature bate Print Owner's Name 2 /'4'slQ-S�0' LOCATION MAP: SCALE:NTSGS r ( ',i� DESIGN 9 , P N ARCHITEC11 T OF RECORD e F ANN GIANNLLILI DESIGN LLC • FRANK ARCHITECTURE QO NYSARCHITECTURE GS 24471-01 ADDRESS:12004-2489 RD !IA+ ORIENT,NY 11957 PHON53� EMAIL:RGIANNELLI9 EMAIL:FRGIANNELLI(JYAHOO.COM COVER PROJECT SCOPE: � gFm w•b��µ���; LEGALIZE AND REFINISH EXISTING BASEMENT v WAM DRNEIOIY WITH PAVER BOW= i SON 00. PROJECT DATA: - POST TAX MAP 0 1000-125.4-20"' L,•, { ZONING DISTRICT R-40 �' � u9•, x S t� \ � LOTAREA 0.56ACRES II N�'��,•y� Q j` PAGE KEY Sheet Number Sheet Name urGeneral cool mvmsxFfT um wavtr ASPFULT DlCrktifAY GRAVEL FPAE SHED G� GENEx4 NG E r �, LT O C{A Q ARM .011 mmxc a4scut3maro riasT noon nax h ao2 aaow5m e41untxr nooaww CONSULTANTS: 4103 DROWSED BA1r m-ELERNGLGxo LIGmING VNN Q 450o PLuxOmG RISEx oiaGxa>t e3uo wEa�4xiUt0EDaEs LAND SURVEYOR:AJC LAND SURVEYING PLLC LU O ADDRESS:153 WADING RIVER MANOR RD, 0 U') MRORVILLE NY,11949 E 3&4 PHONE:6311419973 > �M EMAIL:INFO@AJCLANDSURVEYING.COM Vq G CLIENT. A r✓s 1p ANDDRE S:4 0 DELMAR DR, LAUREL NY,11948 N G PHONE:631-887.9433 wr N I CONTRACTOR: 0 TBD .�y�T m 39a7r293 PROJECT NUMBER 1001 DATE 9/8/2025 CHECKED BY FRANKGIANNELLI rCGy'j1 REVISIONS: I N No. Description Date lj I o I a N 4 A CARS a� eAs� O i p PROJECT4050 DELMAR DR, Z I LAUREL NY I ION DRAWING TITLE' 146.94 N69°55'59"W vow COVER SHEET AND 0�31 SURVEY f� SHEET: Surve `0 0 SCALE: AS INDICATED V NOTES&SPECIFICATIONS:BASED ON THE 2020 NYS RESIDENTIAL BUILDING CODE CARPENTRY MECHANICAL CONNECTIONS 1.ALL LUMBER SHALL BE DOUGLAS FIR LARCH#2&BETTER(Fb=875)UNLESS OTHERWISE NOTED. 1.ALL MECHANICAL CONNECTIONS SPECIFIED AS-SIMPSON"MAY BE ALL MECHANICAL CONNECTIONS SPECIFIED AS-SIMPSON" AND 2020 NYS ENERGY CODE 2.ALL LUMBER IN CRAWL SPACES TO BE 18"ABOVE SCRATCH COAT.MAINTAIN 8"MIN.FOUNDATION EXPOSURE. MAY BE SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT 3.SILLSTOBEP.T.AND SECURELY FLASHED WITH A TERMITE SHIELD,ALSO PROVIDE SILL SEAL/INSULATION.SIZE OF SILL TOBE 2.THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED THE SUBSTITUTION SHALL MEETALL OF THE (2)2"x6"UNLESS(1)2W IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. MINIMUM CRITERIA SPECIFIED BY"SIMPSON'MANUFACTURER. BINDED TOGETHER AT ALL TIMES.IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO 4.AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY"TECO"OR EQUAL. 3.ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR 5.MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS,ROOFS,AND WALLS. EXCEED VALUES MATCH EXACTLY OR EXCEED VALUES INDICATED IN"SIMPSON"PRODUCT LITERATURE.THERE MAY BE SEVERAL READ ALL NOTES,SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO 6,DOUBLE ALLJOISTS UN DER PARALLEL PARTITIONS,POSTS,AND BATH TUBS,U.O.N. LOADING VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY GS WORK. 7.ALL BEAMS,GIRDERS,ETC.TO HAVE MIN.OF 3-1/2"BEARING "SIMPSON" D I ^ fV= 8.MIN.HEADER TO BE(2)2'xlO-UNLESS OTHERWISE NOTED. 4.ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GENERAL 9.ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE P.T. GALVANIZED 1.NO WORKTO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE APPLICABLE BUILDING DEPARTMENT. 10.ALL EXTERIOR SHEATHING SHALL BE NAILEDAS PER FASTENING SCHEDULE ON PAGE 0-003.GENERALLY,SHEATHING IS OF 1/2" 5.INSTALLATION PROCEDURES SHALLALWAYS BE CARRIED OUTAS PER INSTALLATION PROCEDURES SHALLALWAYS BE P.ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER.ALL DIMENSIONS,CONDITIONS,AND APPLICABLE THICKNESS ON WALLS AND ROOF AND IS OF COX GRADE,UNLESS OTHERWISE NOTED,SEE FLOOR PLANS FOR ADDITIONAL CARRIED OUT AS PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. INFORMATION OF EXISTING STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APPLICABLE. 6.ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER ALL FASTENING CRITERIA SHALL BE CARRIED OUT 3.ALL WORK SHALL CONFORM TO NATIONAL,STATE,AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION, 11.SUB FLOORING,GENERALLY,TO BE OF 3/4"THICKNESS AND OF COX GRADE.NAILING AS PER FASTENING SCHEDULE ON PAGE AS PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED ARCHITECT OF RECORD: 4.ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER/BUILDER G-003 AND GLUED,U.O.N. 7.VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE 5.ANV OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER 12,EXTERIOR SHEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR APPROVED EQUAL. APPROVED BY ARCHITECT GIANNELLI SULLIVAN DESIGN LLC BEFORE PROCEEDING WITH THE WORK. 13.BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. 8.ALL CONNECTORS SPECIFIED ASA'SIMPSON"TOP MOUNTED BEAMALL CONNECTORS SPECIFIED ASA"SIMPSON"TOP FRANK GIANNELLI 6.NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE 14.PROVIDE'X'CROSS BRACING AT JOISTS,STUDS,AND RAFTERS WHEN SPANS EXCEED 8'-0-AND AT EVERY 8'-0". MOUNTED BEAM HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH NYS ARCHITECTURE LIC#:24471-01 ARCHITECT/ENGINEER. 1S.TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE ALSO PAGE G-004. SPECIFICATIONS LISTED ABOVE. ADDRESS:1200 YOUNGS RD 7.CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS BEFORE THE START OF FRAMING 16.APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. ORIENT,NY 11957 8.DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. IT PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. PHONE:(646)404-2489 18.AT"WET WALL"PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE.GENERALLY,SEPARATE DOUBLE JOIST THE PLUMBING 9..ONOTSCALEDRAWINGS,WRITTEN DIMENSIONSTAKEPRECEDENCE 1.CONTRACTOR SHALL INSTALL WATER SUPPLY, AND VENT SYSTEMS TO NYS PLUMBING CODE AND NYS EMAIL FRGIANNELLI@YAHOO.COM 10 OWNER/N A D Ul.A RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS,CERTIFICATES,CERT.OF OCCUPANCY OR THICKNESS OF WALL ABOVE,SUB FLOOR SHALL NEVER EXCEED A 16'SPAN. Y S-Wje-�M COMPLETION AND U.L.APPROVAL 19,AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS PER PAGE G-003, DEC REGULATIONS. 11.THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA AND SHALL NOT BE ALTERED OR BE REPRODUCED 20."P.T."SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ACCORDANCE wlAWPAC22;WHERE DRILLING AND/OR 2.PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. CUTTING OCCURS,FIELD TREAT LUMBER W COPPER NAPTHENATE WHICH SHALL CONTAIN 2%COPPER METAL BY REPEATED 3.ALL WATER PIPING TO HAVE CLEAN OUTS AT ALL CHANGES IN DIRECTION AND AT BASE OF VERTICAL WASTE PIPES. BRUSHING,DIPPING,OR SOAKING UNTIL THE WOOD ABSORBS NO MORE.ALSO,FOR HARDWARE USED WITH P.T.LUMBER, 4.USE 4"CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 118"PER FOOT. 12.THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS RESPONSIBLE FOR DESIGN INTENT ONLY, S.GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: s` �"-"`•'Ty`I 13.THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T.LUMBER MANUFACTURER SUCH AS:HANGERS,NAILS, C!A^ SCREWS,FLASHING,ANCHOR BOLTS,ETC.FOR LOCATIONS SUCH AS:LEDGER BD.,SILL PLATE,DECK CONSTRUCTION,ETC.ANY -DISH WASHER:2" _ ;;S GO��i;0 14.THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES.AT THE COMPLETION OF WORK,THE �'`.v,•. w@ �,/"1.`�"' -KITCHEN SINK 2" CONTRACTOR SHALL REMOVE ALL RUBBISH,WASTE MATERIALS,TOOLS,ETC.CLEAN GLASS AND LEAVE WORK BROOM CLEAN. REFERENCES TO CCA ARE TO REPLACED WITH P.T. i'{L p":�.:j C ,•.f' !' 1�1 21.LVL LAMINATED VENEER LUMBER DENOTES EITHER OF THE FOLLOWING: A.WEYERHAEUSER TRUSS JOIST 2.OE -LAVATORY:S yfF �l V5TrHTAT AND SA AND WOINANCS COMPENSATION AND GENERAL LIABILITY INSURANCE.ALL SHALL COMPLY ( ) �1r,,,. J;., WITH STATE AND LOCAL CODES AND ORDINANCES. MICROLLN 2.OE ARA B.ALL TO BE INSTALLED ASP LAM PSL(PARALLEL STRAND LUMBER) A.TRUSS JOIST -SHOWERrtUB:2" }, MCMILLIAN 2.0E PARALLAM ALL TO BE INSTALLED AS PER MANU.SPEC.'S -TOILET:Y: 1' 1fi.THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORKAND THE WORK OF THE SUB-CONTRACTORS FORA PERIOD OF AT -LAUNDRY:2" is !e LEAST ONE YEAR AFTER COMPLETION OF PROJECT. 22.-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD FRAMING MATERIAL STANDARDS SECTION,THE - 17.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER,ARCHITECT/ENGINEER,AND THEIR AGENTS AND GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION -FLOOR GRAIN:3" EMPLOYEES FROM AND AGAINST ALL CLAIMS.DAMAGES,LOSSES AND EXPENSES,INCLUDING ATTORNEYS FEES ARISING OUT OF REPORT. 6.ALL SYSTEMS TO HAVE ONE WMAIN VENT STACK AND INCREASED TO 4"THROUGH ROOF. 23.NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL NOT BE CUT IN THE MIDDLE ONE- OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE,LOSS OR EXPENSE(A)IS THIRD OF THE 7.PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN&DRAIN COCKS AS REQ'D.HOSE BIBS SHALL BE ATTRIBUTABLE TO BODILY INJURY,SICKNESS,DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY RAFTER SPAN.NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SXTH OF THE ACTUAL RAFTER DEPTH. PROVIDED WITH BACKFLOW PROTECTION. (OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM).(B)IS CAUSED IN WHOLE OR IN PART BY WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH.BORED HOLES &WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED WITH BACK FLOW PROTECTION.9.THE WATER I ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR,ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY EMPLOYED ARE LIMITED IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 2 SUPPLYANDSANITARY SYSTEM SHALL COMPLY WITH LOCAL HEALTH DEPARTMENT STANDARDS AND REGULATIONS. ` BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED INCHES TO THE TOP OR BOTTOM EDGES. 10.APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR TO CONCEALMENT OF PLUMBING. IN PART BY A PARTY INDEMNIFIED HEREUNDER. 24.NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OFTHE STUD LENGTH.NOTCHES IN 11.NOTCHINGAND BORING OF STUDS,JOISTS,RAFTERS AS PER BUILDING CODE.NO NOTCHING AND BORING OF STRUCTURAL THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED 25%OF THE ACTUAL DEPTH.BORED HOLES SHALL NOT EXCEED MEMBERS SHALL BE PERMITTED NOR ANY POTENTIAL DAMAGE THEREOF. s� -- /�.s'$.. 18.ALL MATERIALS,ASSEMBLIES,AND METHOD OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK, � `.�J-I ry•� f 40%OF THE ACTUAL STUD DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8"TO THE EDGE OF THE STUD. FRAMING,NAILING,PLACING OF CONCRETE,ETC.ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY N�� 'vol ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS,APPLICABLE CODES AND GOOD PRACTICE.DEVIATIONS FROM THE NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. GLASS WINDOWS AND DOORS DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE ARCHITECT/ENGINEER. 25.FOR NEW WALLS,A PERFORATED SHEARWALL SYSTEM IS USED.THE CONTRACTORS ATTENTION IS DIRECTED TO THE 1.ALL GLASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. `��� 19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED,UNLESS OTHERWISE SPECIFIED.ALL APPLICABLE DETAILS,NOTES,AND TABLES ON PAGE G-003&G-004.THE FASTENING SCHEDULE SPECIFIES THE REQ'D NAILING 2.GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CLEARANCES ARE PROVIDED. DIMENSIONSANDCONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. FOR THE SHEATHING(ANY NAILING SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SCHEDULE). 3.ALL SLIDING GLASS DOORS,SKYLIGHTS.AND ANY GLASS UNIT INSTALLED WITHIN 18"OF FINISHED FLOOR SHALL BE OF 20.CONTRACTOR TO REMOVE&RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED SHEARWALL SYSTEM(INSTALL AS PER APPLICABLE DETAILS& INSULATED TEMPERED GLASS,UNLESS OTHERWISE NOTED. A WORKMAN LIKE MANNER. MANU.SPEC.'S).HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 4.ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 21.ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS,UNLESS NOTED OTHERWISE. 26.COLUMN BEARING AS FOLLOWS:WOOD POSTING TO BE BLOCKED SOLID TO FOUND.WALL w/END GRAIN,TREATED WOOD& 5.ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. 22.PROVIDE FIREBLOCKINGASPER NEWYORK ACCESSIBILITY STANDARDS. FLASHING.STEEL COLUMNS ARE TO BEAR UPON FOUND.WALL./STEEL SHIMS&AMIN.3/4"OF NON-SHRINK GROUT.SECURE w/ 6.PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS,WINDOWS.ORANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 23.PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY UNAUTHORIZED USE UNDER FEDERAL LAW BY THE (2)1/2"ANCHOR BOLTS(4"LONG EXPANSION BOLTS @EXIST.WALLS&12"LONG HOOKED BOLTS @ NEW FOUND.WALLS).FOR ANY 6"OF AN EXTERIOR SURFACE. ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990(AWCPA),WHICH HAS SEVERE PENALTIES. POSTING @ C.M.U.WALL SEE PLAN FOR REQUIRED REINFORCING(@ MIN.16"WIDE 3 COURSES OF SOLID BRICK MASONRY 7,ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR CENTERED @ POSTING,U.O.N.).HOWEVER,WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE IN A SHEARWALL, PROPER FUNCTION OF SUCH UNITS. CODES AND REFERENCE STANDARD ALL ANCHORS MAKING AN ATTACHMENTARE TO BE w/STANDARD SHEARWALL HARDWARE(w/NOTED VALUES)&ANCHOR BOLTS, 8.ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS.GLASS SHOULD BE GUARANTEED BY THE MANUFACTURER 1.ALLNEWWORK PERFORMED SHALL CONFORM TO THE 2020 NEWYORK STATE BUILDING CODE,2020 NEW YORK STATE U.O.N.WITH TOP CAPS@ STEEL COLUMNS TO BE MIN. BENT PLATE 8-LONG 14"BENT PLATER"LONG./6"RISE&w/(2)"BOLTS FOR A PERIOD OF 5 YEARS. RESIDENTIAL CODE,2020 NEWYORK STATE PROPERTY MAINTENANCE CODE,AND 2020 NEWYORK STATE ENERGY THROUGH CENTER LINE OF VERTICAL LEGS 34"BOLTS THROUGH CENTER LINE OF VERTICAL LEGSSET 6"DIST.U.O.N.- 9.ALL WINDOWS TO BE ANDERSEN.IF CONTRACTOR IS TO SUBSTITUTE WITH ANDERSEN.IF CONTRACTOR IS TO SUBSTITUTE CONSERVATION CONSTRUCTION CODE. ADDITIONAL INFO.IS FOUND ON PAGE G-003. WITH.IF CONTRACTOR IS TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER,IT IS THE RESPONSIBILITY OF THE CONSULTANTS: 2.REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF WOOD FRAMING,AND CONNECTION TO CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN LAND SURVEYOR:AJC LAND SURVEYING PLLC FOUNDATION-2018 WOOD FRAME CONSTRUCTION MANUAL BY THE AMERICAN FOREST&PAPER ASSOCIATION(AF&PA) WOOD FRAMING MATERIAL STANDARDS WINDOW SPECIFIED.THE ANDERSEN WINDOW SPECIFIED.THE WINDOW SPECIFIED.THE CHARACTERISTICS AREAS ADDRESS:153 WADING RIVER MANOR RD, AMERICAN WOOD COUNCIL(AWC). THE PROVISIONS OF THIS STANDARDARE NOT INTENDED TO PREVENT THE USE OFANY MATERIAL OR METHOD OF FOLLOWS,BUT NOT LIMITED TO:DESIGN PRESSURE,ROUGH OPENING,U-FACTOR,LIGHT AREA,VENTAREA,AND EGRESS M3 WADING NY, MAN 1949 3.ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE PLUMBING CODE. CONSTRUCTION NOT SPECIFICALLY PRESCRIBED HEREIN.WHEN IT CAN BE SHOWN,AND THE AUTHORITY HAVING JURISDICTION REQUIREMENTS. PHONE:631-846-9973 4.ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEWYORK STATE MECHANICAL CODE AND 2020 NEWYORK STATE FUEL FINDS BY EXPERIENCE,MODELING.OR TESTING BY AN APPROVED AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES 10.WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE TEMPERED GLASS. EMAIL:INFO@AJCLINDSURVEYING.COM GAS CODE. EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE SHALL BE DEEMED TO 11.EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS.GLAZED OPENING PROTECTION SHALL MEET THE &ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC CODE,NFPA 70 AND 2020 NEWYORK STATE ENERGY CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT(THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND ASTM E1886 AS MODIFIED BY 2020 NYS BC SECTION CONSERVATION CONSTRUCTION CODE. WOOD COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT,AS APPLICABLE AS A DERIVED WORK). 301.2.1.2.1.GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT- 1.IDENTIFICATION:ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER,PREFABRICATED WOOD IJOISTS,STRUCTURAL RESISTANT STANDARD OR ANSI/DASMA 115E CLIENT: COMPOSITE LUMBER,PREFABRICATED WOOD TRUSSES,GYPSUM,HARDBOARD,AND STRUCTURAL PANELS,SHALL CONFORM TO 12,ASAN ALTERNATIVE TO NOTE#11 ABOVE,WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN"ANDA NAME:THELMA MOLINA GENERAL WIND PROTECTION CONNECTION NOTES THE APPLICABLE STANDARDS OR GRADING RULES SPECIFIED IN 1.1 THROUGH 1.8. SPAN OF NOT MORE THAN V SHALL 71V AND A SPAN OF NOT MORE THAN 8'SHALL BE PERMITTED AS GLAZING PROTECTION. ADDRESS:4050 DELMAR DR, ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION;SSTD 10-99 AND 2018 SBC HIGH WIND 1.1.LUMBER:ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES,INCLUDING ENDJOINTED AND EDGE-GLUED PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING.PANELS SHALL BE PREDRILLED AND LAUREL NY,11948 EDITION WOOD FRAME CONSTRUCTION LUMBER,SHALL BE IDENTIFIED BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY WHICH PARTICIPATES SECURED WITH THE ATTACHMENT HARDWARE PROVIDEDAS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH PHONE:631-887-9433 1.ACONTIN000S LOAD PATH BETWEEN FOOTINGS,FOUNDATION WALLS,A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, IN AN ACCREDITATION PROGRAM,SUCH AS THE AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT.THE TABLER301.2.1.2.ATTACHMENT HARDWARE SHALL BE PERMANENT CORROSION-RESISTANT AND THE ANCHORS SHALL BE FOUNDATION WALLS,FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES PERMANENTLY INSTALLED ON THE BUILDING. 2.APPROVED CONNECTORS,ANCHORS AND OTHER FASTENING DEVICES NOT APPROVED CONNECTORS,ANCHORS AND OTHER WITH THE REQUIREMENTS OF U.S.DEPARTMENT OF COMMERCE PS20-99. CONTRACTOR' FASTENING DEVICES NOT INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2306 OF IBC SHALL BE USED IN ACCORDANCE 1.2.GLUED LAMINATED TIMBERS:GLUED LAMINATED TIMBERS SHALL MEET THE PROVISIONS OF ANSI/ALTC A 1 90.1 WITH MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL GLUED LAMINATED TIMBERS. TBD 3.METAL PLATES,CONNECTORS,SCREWS,BOLTS AND NAILS EXPOSED METAL PLATES,CONNECTORS,SCREWS,BOLTS AND 1.3.PREFABRICATED WOOD I-JOISTS:ASSEMBLIES USING PREFABRICATED WOOD(JOISTS SHALL MEET THE PROVISIONS FOUNDATION.CONCRETE.AND MASONRY NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL AREAS SHALL BE STAINLESS STEEL OF ASTM D5055 STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING STRUCTURAL CAPACITIES OF 1.CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED OR HOT DIPPED GALVANIZED, PREFABRICATED WOOD WOISTS,THIS DOCUMENT,THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AND SHALL COORDINATE THE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THATTHE CONDITIONS OF THE FIRST AND 4.WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WHERE WINDOWS AND DOORS INTERRUPT WOOD AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. SECOND FLOORS ARE TAKEN INTO ACCOUNT. STRUCTURAL PANEL SHEATHING AND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL BE PROVIDED AT THE TOP AND 1.4E STRUCTURAL COMPOSITE LUMBER:SINGLE MEMBERS OR ASSEMBLIES USING STRUCTURAL COMPOSITE LUMBER SHALL 2,ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL BOTTOM OF CRIPPLE STUDS,HEADER STUDS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. MEET THE PROVISIONS OF ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF STRUCTURAL COMPOSITE LUMBER 3.SOIL TO HAVE MIN.BEARING CAPACITY OF(1)TOWSQ.FT.,U.O.N. 5.RIDGE STRAPS SHALL BEATTACHED TO EACH PAIR OF OPPOSING RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF PRODUCTS,THIS DOCUMEN,THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS ASSET FORTH IN THE 4.FOOTINGS TO REST A MIN.OF 4'-0"BELOW GRADE,UNLESS OTHERWISE NOTED OPPOSING RAFTERS EXCEPT WHERE COLLAR TIES OF 1'k6"OR Z"W LUMBER IS LOCATED IN UPPER THIRD OF ATTIC SPACE AND MANUFACTURER'S CODE EVALUATION REPORT. 5.WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. PROJECT NUMBER 1001 ATTACH TO EACH PAIR OF RAFTERS. 1.5.PREFABRICATED WOOD TRUSSES:ASSEMBLIES USING PREFABRICATED WOOD TRUSSES SHALL MEET THE PROVISIONS 6.NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL 1 TIER OF FRAMING IS IN PLACE.ST TIER OF FRAMING 6.UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING.UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH IS IN PLACE. DATE OF THIS DOCUMENT,THE GOVERNING BUILDING COON,AND ANY ADDITIONAL REQUIREMENTS ASSET FORTH ANSUTPI 7,FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 9/8/2025 RAFTER BEARING. NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION,THE TRUSS DESIGN 7.FLOOR TO FLOOR HOLD-GOWNS TO BE PROVIDED EVERY 48"AND EVERY FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED DRAWINGS,OR THE MANUFACTURER'S CODE EVALUATION REPORT. 8.ALL OPENINGS FOR BEAM POCKETS,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. CHECKED BV FRANK GIANNELLI EVERY 48"AND EVERY 16"WITHIN 4'OF EXTERIOR CORNERS. 1.6.GYPSUM:GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS OF ASTM C36 9.ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. 8.SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SILL PLATE TO FOUNDATION ANCHORAGE;SILL SPECIFICATION FOR GYPSUM WALLBOARD,ASTM C37 SPECIFICATION FOR GYPSUM LATH,OR ASTM C79 SPECIFICATION FOR 10.ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4.000 P.S.I.,U.O.N. PLATE SHALL BEANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN.BOLT DIAMETER OF"AND WxWx" GYPSUM SHEATHING BOARD. 11.CONC.SLABS TO REST ON MIN.OF 6"FINE GRAVEL OR SAND WITH 6 MIL.POLYETHYLENE VAPOR BARRIER UNDER REVISIONS: WASHERS.A MINI MUM OF ONE ANCHOR BOLT SHALL BE 58"AND T.Y3K"WASHERS.A MINIMUM OF ONE ANCHOR BOLT SHALL BE 1.7.HARDBOARD:HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS OF ANSI/AHA Al 35.4 12.COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 18"WASHERS.A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. BASIC HARDBOARD OF ANSVAHAAL35.6 HARDBOARD SIDING. 13.BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES-(1)WALL TIE PER(3)SQ.FT. No. Description Date ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7"IN CONCRETE/MASONRY FOUNDATIONS.ANCHOR BOLTS SHALL BE 1.8 STRUCTURAL PANELS: 14.FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES,MAX.32--0"O.C.,TO DIRECT ANY CONDENSATION TO THE LOCATED WITHIN 12"OR CORNERS AND AT SPACING NOT EXCEEDING 4-ON CENTER. 1.6.1.PLYWOOD:PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF U.S.DEPARTMENT EXTERIOR.15.APPLY(1)COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND.FROM FOOTING TO T'ABOVE FINISH OF COMMERCE VOLUNTARY PRODUCT STANDARD I(PS 1)CONSTRUCTION AND INDUSTRIAL PLYWOOD,U.S. GRADE, ELECTRICAL DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 2(PS2)PERFORMANCE STANDARD FOR WOOD-BASED 16.NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES OF 40°F AND FALLING,UNLESS APPROVED BY 1.ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO 2017 NATIONAL ELECTRIC CODE,NFPA 70 AND STRUCTURAL-USE PANELS,APPLICABLE CODE EVALUATION REPORTS. ARCHITECT/ENGINEER.NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. 1.8.2.ORIENTED-STRAND BOARD(OSB),WAFERBOARD ORIENTED-STRAND BOARD OR WAFERBOARD USED IN 17.NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ENGINEER. 2,CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION OF WORK STRUCTURAL IONS SHALL MEET THE PROVISIONS OF U.S.DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT 18.PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. 3.SMOKE DETECTORS,IN CONFORMANCE WITH NFPA 72: STANDARD 2(PS2)PERFORMANCE VOLUNTARY PRODUCT STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS 19.UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BEA MIN.10"DEEP PROJECTING 6"ON EACH SIDE OF -GENERALLY,VERIFY OR PROVIDE HARD WIRED SMOKE DETECTORS w/BATTERY BACK- UP IN: OR APPLICABLE CODE EVALUATION REPORTS. THE FOUNDATION WALL PROVIDE TWO#4 DEFORMED BARS CONTINUOUS IN THE FOOTING.ALL 4"THICK CONCRETE SLABS TO A. EACH SLEEPING ROOM 1.8.3.PARTICLE BOARD:PARTICLE BOARD USED IN STRUCTURAL APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND HAVE 6x610110 WELDED WIRE REINFORCING. PROJECT: B. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS(GENERALLY THE ANY REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 20.FOR SECOND STORY ADDITIONS,EXIST.FOUNDATIONS ARE TO BE VERIFIED AS IN SOLID&SOUND CONDITION WITH AN ,1 HALLWAY) 1.8.4.FIBERBOARD:FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF ANSI/AHA EXIST.FOOTING OF MIN.16"WIDE x 8"DEEP&T-O"BELOW GRADE. 4050 DELMAR DR, C. EVERY LEVEL OF DWELLING(BASEMENT,FIRST FLOOR,&SECOND FLOOR,ETC.) A194.1 CELLULOSIC FIBERBOARD OR ASTM C208 STANDARD SPECIFICATION FOR CELLULOSIC FIBER INSULATING LAUREL NY MECHANICAL,FUEL GAS BOARD, 1.MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY W/THE NYS MECHANICAL CODE AND FUEL GAS CODE 1.8.5.STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN STRUCTURAL APPLICATIONS SHALL MEET THE EMERGENCY ESCAPES AND RESCUE OPENINGS REQUIREMENTS OF U.S.DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I(PS-1),THE GOVERNING 1.MINIMUM OPENING AREA.EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS INSULATION BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REPORTS. THAN 5.7 SQUARE FEET(0.53O M2). 1.ALL EXTERIOR WALLS ANDROOFS SHALL BE INSULATED WITH FOIL FACED FIBERGLASS BATT INSULATION BY JOHN MANVILLE 22.FASTENERS AND CONNECTORS:ALL FASTENERS AND CONNECTORS SHALL CONFORM TO THE STANDARDS SPECIFIED 2.MINIMUM OPENING AREA.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS OR APPROVED EQUAL.FOIL TO BE PLACED TOWARD WARM SIDE. IN M 2.2.1 THROUGH M 2.2.7E 2.2.1E BOLTS:BOLTS SHALL COMPLY WITH AN51/ASME B 18.2.1 SQUARE AND HE%BOLTS AND THAN 5.7 SQUARE FEET(0.530 M2). DRAWING TITLE: 2.PROVIDE 2"R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM 6"BELOW GRADE TO 24"BELOW GRADE IF 3.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. DESIRED BY CONTRACTOR OR OWNER.CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. SORE SC S(NCH SERILAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ASME B18.2.1 SQUARE AND HEX BOLTS THE NETCLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE 3.GENERALLY,UNLESS NOTED OTHERWISE.INSULATE AS FOLLOWS' AND SCREWS(INCH SERIES). EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT OF THE OPENING SHALL BE NOT LESS GENERAL NOTES -9"R-30 FOR FLAT CEILINGS TRUSS METAL CONNECTOR PLATES:TRUSS METAL CONNECTOR PLATES SHALL MEET THE REQUIREMENTS OF THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 201NCHES. -8.25"R-30C FOR VAULTED AND CATHEDRAL CEILINGS 2.2.3E 2.2.& R Pl 1 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION,THE 4,WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED .3.5"R-13 FOR 2"x4"WALL CONSTRUCTION ANSIGOVERNING BUILDING COON,AND ANY ADDITIONAL REQUIREMENTS ASSET FORTH IN THE MANUFACTURER'S CODE LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION.LADDERS OR STEPS REQUIRED BY THIS SECTION -5.25"R-21 FOR 2'),6"WALL CONSTRUCTION EVALUATION REPORTS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT LESS -5.25"R-21 FOR FLOORS . THAN 12 INCHES,SHALL PROJECT NOT LESS THAN 3INCHES FROM THE WALLAND SHALL BE SPACED NOT MORE THAN 18 2.2.4.METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND GAGE ARE SPECIFIED,MINIMUM ASTM INCHES ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. SHEET: A653,STRUCTURAL QUALITY,GRADE 33 STEEL SHALL BE USED.OTHER METAL CONNECTORS SHALL MEET THE GYPSUM WALL BOARD D WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCU BOPENING,E SHALL BE A SIDE-HINGED REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS ASSET FORTH IN THE 1.GYPSUM WALL BOARD SYSTEMS SHALL BE OF TAPE JOINT AND JOINT COMPOUND METHOD. DOOR ORA SLIDER.WHERE THE OPENING IS BELOW THE ADJACENT GRADE,IT SHALL BE PROVIDED WITH AN AREA WELL /�O O/� 2.ALL GYPSUM BOARD SHALL BE 1/2"ON WALLS AND CEILING,UNLESS OTHERWISE NOTED.WATER RESISTANT(W.RJ AT MANUFACTURER'S CODE EVALUATION REPORTS. /V' L/�j BATHROOMS AND WHERE DEEMED APPLICABLE. SPIKES, NAILS:NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SPECIFICATION FOR DRIVEN FASTENERS:NAILS, 3.516',ONE HOUR RATED,TYPE'X'GYPSUM BOARD ON CEILING AND WALLS(WHERE APPLICABLE)AT HEAT PRODUCING SPIKES,AND STAPLES. 2.2.6E PNEUMATIC NAILS AND STAPLES:PNEUMATIC NAILS AND STAPLES SHALL MEET THE REQUIREMENTS'S THE „ EQUIPMENT TO EXTEND THREE FEET IN EACH DIRECTION BEYOND THE UPANE. OF 5/8-HEAT PRODUCING EQUIPMENT, GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS ASSET FORTH IN THE MANUFACTURER'S CODE CONCRETE FLOOR OR IF PLACED ON WOOD FRAME,INSTALL CONCRETE PANELS OF 5/e"THICKNESS MINIMUM, EVALUATION REPORTS. 4.FINISH JOINTS,J-BEADS,NAIL DIMPLES,CORNERS,AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT 2.2.7.SCREWS:SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 WOODSCREWS(INCH SERIES). COMPOUND.ALLOW 24 HOURS TO DRY BETWEEN COATS.FINAL COAT TO BE SANDED SMOOTH. 5.METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. 6.FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. S LE: AS INDICATED GS DESIGN EXISTING MECHANICAL ROOM E)KISTINGAPPLIANCESTO EXISTING 8"THK CONC. 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LAUREL NY,11948 PROPOSEDEXISTING FINISHED PHONE:631-887_9433 BATHROOM TO REMAIN EXISTING EJECTOR PUMP To REMAIN { CONTRACTOR 1 1 QQlpjlNG BASEMENT FLOOR PLANfMl TBO C 6'-Il 2 W PROIECTNUMBER 1001 DATE 918/2025 EXTERIOR EXTFROM1 BASEMENTCHECKED BY FRANKGIANNELLI EXISTING DOOR FROM KITCHEN REVISIONS No, Description Date EXISTING BASEMENT NTR PROJECT EXISTING 4050 DELMAR DR, LAUREL NY DRAWING TITLE EXISTING BASEMENT AND FIRST FLOOR PLAN SHEET 2 EXISTING FIRST FLOOR PLAN Al 01 114 —SCALE' AS INDICATED] GS DESIGN ARCHITECT OF RECORD: GIANNELLI SULLIVAN DESIGN LLC FRANK GIANNELLI EXISTING PLUMBING LINE TO BE RE-ROUTED ABOVE THE • NY S ARCHITECTURE LIC#:24471411 NEW EGRESS DOOR.SANITARY LINE TO HAVE EXTERIOR ADDRESS:1200 YOUNGS RD VENT ORIENT,NY 11957 PHONE:(646)404-2489 EMAIL:FRGLANNELLIQYAHOO.COM PROPOSED LOCATION FOR NEW NEW METAL STUD 2X4 WALL WITH ALL EXISTING WALLS,CEILINGS AND OPEN PENETRATIONS ENERGY RECOVERY VENTILATOR FIRE RATED INSULATION(TYP) TO BE SEALED WITH FIRE RATED INSULATION AND 2HR EXISTINGWINDOWTOBEREPLACED EXISTING B"THKCOME.WALL PROPOSEDCONC. 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NEW 2HR FIRE RATED GYP. - II:. FLOOR DRAIN TO BOARD PROPOSED EXERCISE ARE/ DRVWELL W STAIR CORE II WALLS AND EXISTING BASEMENT TO BE REFINISHED WITH PTD. CONSULTANTS: CEILINGS TO BE DRYWALL AND VINYL FLOORING NEW FIRE RATED DOOR I LAND SURVEYOR:AJC LAND SURVEYING PLLC ADDRESS:153 WADING RIVER MANOR RD, REFINISHED WITH MANORVILLE NY,11949 2HR FIRE RATED II PHONE:631-846-9973 GYP.BOARD E o I '• EMAIL: NFO@AJCLANDSURVEYING COM 1 ( I j o Z I ) '_ CLIENT' J ¢ 4wo — w PROPOSED RECESSED F II ANAMEDDRESS: MOLINA OS LIGHTS(TYP) I ADDRESS:4050 OEIMAR DR, EXISTING WINDOW TO I LAUREL NY,11948 EXISTING TILE LANDING TO BE REFINISHED REMAIN PHONES 631-887-9433 AND FEATHERED OUT TO MEET EXISTING I CONC GRADE ------ 1 I CONTRACTOR: ------- ___ TED I PROJECT NUMBER 1001 EXISTING CLOS. EXISTING FINISHED BATHROOM EXISTING EJECTOR I� PROPOSEDCONC. DATE 9/0/2025 TO REMAIN PUMPTO REMAIN II _________________ FOOTING TTVPI CHECKED BY FRANKGIANNELLI REVISIONS------------ I No. Description Date SOFFIT ABOVE PROJECT: 11EROPOSE—BASEMENT FLOOR PLAN 4050 DELMAR DR, t i2"=1 0' LAUREL NY DRAWING TITLE: PROPOSED BASEMENT FLOOR PLAN SHEET A102 SCALE: AS INDICATED LEGEND NOTES: GS 2 EXISTING SWITCH D E S I G N 1 1-9 EXISTING SWITCHRECESSEDUGHr -ALL ELECTRICAL TO COMPLY WITH NYS TT--tt RESIDENTIAL CODE E3901 ARCHITECT OF RECORD: O PULL CHAIN SURFACE MOUNT LIGHT GIANNEL'SULLIVAN DESIGN LLC (D EXHAUSTVENTFAN FRANKGHITECTU NVS ARCHITECTURE LICB:24471-01 ADORES S:1200 YOUNGS RD cH ORIENT.NY 11957 GFI OUTLET PHONE:(646)404-2469 EMAIL FRGIANNELLI@VAHOO.COM CEILING UGHT aSCONCE s' s6nnLrsIGNA°[HRE�; )� j a(7�r / �` - . . __________ '.-. A A II 0 II SUMPS, PUMR' PUMP/ SUMP`to u W II P II II __ _--__ t UMP/ I OIL TANK 'Pump /o u II n u I . o CONSULTANTS: m t'141ATER' , , Fi LAND SURVEYOR:AJC LAND SURVEYING PLLC L___ CHEATER/I f' ADDRESS:153 WADING RIVER MANOR RD. -- I I MA LE NY,11949 PHONE:631-846-99736-9973 EMAIL:INFO@AJCLANDSURVEYING.COM CLIENT' ` NAME:THELMA DOLMA 1 �r, ADDRESS:4050 DELMAR DR, LAUREL NY,11948 1 ,f PHONE:631-887-9433 O O O _ CONTRACTOR: TBD I / ------ --------- PROJECTNUMBER 1001 DATE 9/8/2025 / CHECKED BY FRANKGIANNELLI PROPOSED RECE55ED -------- -------- UGHTS(TVP) ----- ________ .- REVISIONS: ' No. Description Date 3 -------- -I•: 26— 26- _ EXISTING EJECTOR ------------`- PRGJE4050 DELMAR DR, . E PUMP TO REMAIN _______________ _ LAUREL El I.IV O !f I i _________ _ m m DRAWING TITLE: PROPOSED BASEMENT ELECTRICAL AND LIGHTING PLAN SHEET: i PROPOSED BASEMENT LIGHTING PLAN Al 03 SCALE: AS INDICATED EXISTING OOD BEAM,. ...... .. FIRESTOP • SEALANT PROPOSE (3) GS LAYER 5/8" D 'V J E C I G ^' 2HR FIRE I_ �J HATED GYP. BOARD SANITARY RISER DIAGRAM ARCHITECT OF RECORD : EXISTING e" GIANNELLI SULLIVAN DESIGN LLC FRANK GIANNELLI THK NYS ARCHITECTURE LIC#:24471.01 FOUNDATION ADDRESS:1200 YOUNGS RD WALL ORIENT,NY 11957 PHONE:(646)404-2489 EMAIL:FRGIANNELLI�yi'?HOO.COM.='+.•` PROPOSED 5/8"2HR FIRE RATED GYP. FRESH AIR VENT THROUGH 1 SEMI` FOUNDATION WALL BOARD `• � BATHROOM 1 BASEMENTSPACE MECHANICAL ROOM �'f.• �. ._ .. /../. z C lAv uv t li I—ER STAIR WALL SECTION ' SUMPPUMP SUMPPUMP CLEAN OUT AS REQUIRED SEWAGE ELECTOR PUMP EXISTING B'THK Y`. .. FOUNDATION CONC. DRAIN TO SEPTIC SYSTEM WALL —I I=III—I NEW METAL STUD FRAME WALL ti �II�II�III NEW PROPOSED PROPOSED 5/8'2HR CONE.STAIRS FIRE RATED GYP. CONSULTANTS: BOARD LAND SURVEYOR:AJC LAND SURVEYING PLLC FOUNDATIOf� ADDRESS:153 WADING RIVER MANOR RD. CONC WALL — MANORVILLE NY,11949 .... — `:-"'': PHONE:631-B46-9973 EMAIL:INFOQAICLANDSURVEYING.COM —III—III—III L CLIENT: PLUMBING RISER DIAGRAM —III—III—III NAME:THELMAMOLINA —� ADDRESS:4050 DELMAR DR, LAUREL NY,11948 PHONE:631-887-9433 NOTE:ASPERTHEPLUMBINGCODE,ALL SHOWERHEADS,PRIVATE LAVATORY FAUCENTS AND WATER-CLOSETS SHALL MEET THE LEGENDFIRE RATED FLIXIBLE SPECIFICATIONS REQUIRED FOR THE WATER SENSE PROGRAM LABEL AND SHALL BEAR SUCH LABEL,OR SHALL BE APPROVED IN ACCORDANCE I—III—III= III—III—III—III—III—III=III -"� CONTRACTOR: WITHCODE. ------- COLD WATER SUPPLYIII=III=III=III=III=III=III= SEALANT ------------- HOT WATER SUPPLY I—1 I I—! TOO ALL HOTAND COLDWATER LINES TO BE INSULATED AFTER INSPECTION. PROPOSED CONC;— ,"'. ,,; :`_—III—III—III=III—III FooTINGI ��':. : IIIII�IIIII�IIIIIiIIIII�IIIrII�:'^:•i: .;:•: NO PLUMBING WORK SHALL TAKE PLACE BEYOND THE SCOPE OF WORK OUTLINED IN THE PLANS. ' MAXIMUM FLOW RATE OR QUANTITY: 21 NEW PROPOSED STAIR SECTION CUT FROIECTNUMBER 1001 LAVATORY,PRIVATE-1.5 GPM AT60 PSI 1"=1'-0" ATE 9/8R025 HAND-HELDSHOWER HEAD-2.0GPM AT80P51SINK FAUCET-2.2 GPM AT 60 PSI A� \'G,��j�uj HECKED BY FRANKGIANNELLI WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE OR EQUIVALENT DUAL FLUSH Frigate ERV 80 PRODUCT SPECIFICATIONS ENERGY RECOVER/VENTILATION REVISIONS: PROVIDE INTERIOR FREEZE BATHROOM BASEMENTSPACE MECHANICALROOM o No. Description Date PROOF SHUT OFF VALVE -------- T--- -CW_------------------------------CW------------------------------------------ _____� 94111 R li li li li � l i LAV l i l i IAV l i I I I C� _ PROJECT: I I I I© — 3 EXISTING HOT 4050 DELMAR DR, O WATER HEATER 411id. 1 1C gTl,s ^ 9/16 2r�s airs LAUREL NY SHOWER f O wrt F;v..crae- aow,N arrow DRAWING TITLE: PLUMBING RISER °" =► DIAGRAM AND MECHANICAL DETAILS _ EAInMat aA �OvPPb+J7 SHEET' A500 SCALE: AS INDICATED sfs�rs s�3 LOCATION MAP: 1OZ5 MEN MEN SCALE:NTS GS DESIGN 93 * N ` ARCHITECT OF RECORD: p, ( LI BULL IANNELLIAN DESIGN LLC FRANK G NYS ARCHITECTURE UCA:244]1-01 `�� OO •,r'-1 ADDRESS:1200 YOUNGS RD ORIENT,NV 11957 )404- PHONE:RGI NNELLI O 2489 EMAIL:FRGIANNELU@YAHOO.COM r. SEALISIGNATURE: PROJECT SCOPE: Ja LEGALIZE AND REFINISH EXISTING BASEMENT V M PAVER OWN151 PROJECT DATA: � J P06f fj� TAxMAPa 1000-125..a.20 ZONING DISTRICT R-4D 0' LOT AREA 056 ACRES PlA7FDRY PAGE KEY 29ASheet Number Sheet Name I( MIX) ASPIYLT gtMEMNY GRAVEL iRAIE 9lFD B • cm ^ CONSULTANTS: `•' Q LAND SURVEYOR:AJC LAND SURVEYING PLLC ADDRESS:153 WADING RIVER MANOR RD, PROPOSED PORCH PHONE:631-R46-99]31LLE NV,11949 > li t� AND DECK LOCATION "FG@A.JCLANDSURVEYING.cGM Y LIEN I � 9 1 5 gig ADO RES5:4M0MOUAR DR, r I � NAME:THELMA MOLINA LAU (/�• PHONE:631-66]R-9d 3EL Y,11948 EAY CONTRACTOR' M _—_____U O TBD w 1 39.7' PROJECT NUMBER 1001 11I1���••l��t�y1111111}I}I DATE 10F202025 CHECKED BY FRANK GIANNELLI REVISIONS' I � No. Description Date W 1 NEW PORCH AND DECK SR12026 ADDITION _ N If O �WI '�' LOT 3CATCH0 ? • O it O PROJECT: Oo I 4050 DELMAR DR, Z I a +�,/n !i LAUREL NY - ION Lff I x � r i DRAWING TITLE: 146.94 N69°55'59"W a MAY 202c COVER SHEET AND U SURVEY OLT31 rn SHEET' I 1 r G001 Surve r=w-D• SCAL: AS INDICATED EXISTING MECHANICAL ROOM EX15TING APPLIANCES TO F-EXISTING 8'THK CONC. RE AIN WALL GS D E S I G N EL (STING SUMP Pum PUM SUMP ARCHITECT OF RECORD Pump GIANNELLI SULLIVAN DESIGN LLQ FR ANK I NYS ARCHITECTURE LIC#:2"1-01 'w I ADDRESS 1200 YOUNGS RD ORIENT,NY 11957 ERH (STING WOODEN N PHO E:(60)400.2489 E EMAIL:FRGIMNELLt@YAHOO.COM EDESTA SEAL)SiGNATURE -- ---------------- EXISTING 4'Dl M.5TEEL A C -------- EXISTING BASEMENT OLUMNS(TYP LEGEND F.-- ------ -- 3)EXISTING 2X8 WOOD EXiSTiMGSWITCH - ------ EAMS TO REMAIN EXISTING RECESSED LIGHT M O PULL CHAIN SURFACE MOUNT LIGHT BASEMENT STAIRSTO FIRST FLOOR EXHAUSTVENTFAN -- --------- GII C)-UET ------------ CEILING LIGHT SCONCE ILEyLI CONSULTANTS' NDIN LAND SURVEYOR:AJC LAND SURVEYING PLLC ADDRESS:153 WADING RIVER MANOR RD. ,JMANORVILLE NY,11949 PHONE: -146-973 EMAIL:INFO@AJCLANDSURVEYING.COM RCPOSED EXISTING FINISHED ti. 1 EXIS (STING EJECTOR TING BASEMENT FLOOR PLAN ATH ROOM TO REMAIN CLIENT _W UMPTOREMAI NAME:THELMA MOLINA ADDRESS:4050 DELMAR DR, LAUREL NY,11948 PHONE:631-887-9433 CONTRACTOR TBD PROJECT NUMBER 1001 =NEW DECK-- -NEW EXTERIOR DATE 10/=025 CONCRETE LANDING AND ------ _PORCH. FRANK GLANNELLI STEPS TO BE DEMOLISHED ------ ING9 WIND WTO CHECKED BY EXISTING EXTERIOR _ BE REMOVED REVISIONS: EN TRANCE TO REMAIN No. Description Date I NEW PORCH ANDD 5=26 ADDITION EXISTINGKITCHE EXISTINGI)INING ROOM PROJECT' 4050 DELMAR DR, LAUREL NY EXISTING TO ACCESSORY EXISTING TO SINGLE FAMILY APARTMENT TO REMAIN DWELLING DRAWING TITLE, EXISTING BASEMENT AND FIRST FLOOR PLAN SHEET Al 01 2!FIRS�T�L OR PLAN INDICATED:�A�N. GS DESIGN ARCHITECT OF RECORD GIANNELLI SULLIVAN DESIGN LLC FRANKGIA NEW NVSARCHITECTHITECTURE 24471-01 ADDRESS:1200 YOUNGSGS RO ORIENT,NV 11957 ' ® PHONE: -2489 404 - IL EMAIL:FRGIANNEU-I ®VAHOO.COM SEAUSIGNATURE: �,{ytiCCIAPrp r---------------------------------------------------------------------- ,- LEGEND I _ - ®IXISTING TO REMAIN ----TO SE DEMOUSHEO —--- i CONSULTANTS: LAND SURVEYOR:NO LAND SURVEYING PLLC ADDRESS:153 WOOING RIVER 1949 RD, NEW DECK NEW EXTERIOR I MANORVILLE NY,11949 PORCH PHOIL:INF-646-99]3 CONCRETE LANDING ANO I EMAIL:INFO®AICIANDSURVEYING.COM STEPS TO BE DEMOLISHED I I ____ ___ _ IXISTING BAY WINDOW TO BE REMOVED CLIENT: I -- NAME:THELMA MOUNA IXISTING EXTERIOR I I I ADDRESS:4050 DE MAR OR, ENTRANCE TO REMAIN I _ DBSTINGBASEBOARD LAUREL NY,119Z HEATING TO BE RELOCATED PHONE:631-S87-9433 v ^ 1 xxxx TB ` Q V R �StiyC ISTING NITCHEN EXISTING DINING 'vX' ,ty" PROJECT NUMBER 100, ROOM c Y� DATE 70202025 [[••,�(( A v V I x CHECKED BY FRANK GIANNELLI p•,.�• REVISIONS' v a \ No. Description Date _T 1 NEW PORCH AND DECK 522028 O •O � 4' ADDITION EXISTING TO ACCESSORY 1jI �; y APARTMENT TO R 9 '' EXISTING TO SINGLE FAMILY EMAIN c DWELLING PROJECT. 4050 DELMAR DR, ,.. .. LAUREL NY DRAWING TITLE: PROPOSED PORCH AND DECK PLAN ?Y Al 04 2 PROPOSED NEW DECK AND EXTERIOR PORCH 3 8'=i'-0' SCALE: ASINOICATED GS DESIGN ARCHITECT OF RECORD: CEDAR OE KFINISH TO _ GESPECIFIE1 BYOWNER PROPOSED 2X8 P.T STAIR STRINGER _ GIANNELLI SULUVAN DESIGN LLC IOISTS @ 16" — D.C.(TYP) ° _�xS FRANK GIANNELLI ARCHITECTURE E 24 4]1-0 1 __ ____ ADO NGSRD 12'- ORIENT NV 11957 PDECK GIRDER(TYP) HONE: EMAILFRGIANELLI VAHOO.COM __ ___ -___ --�_ ----- PROPOSED(2)2X10 P.T DECK BOARD,SELECTED BY OWNER DECK GIRDER(TYP) z SEAUSIGNATURE: FIRS FLO FT-ID O 41 I' PROPOSED 2X8 P.T D.C.(TOECK :t JOISTS@i6" YP I f STRINGEfl52%B P.T WOOD @ 16"O.0,I II �I II III m 6X6 P.T WOOD POST II I I II III n MIN 1/2-MAMGALVANIZEO :^ T I STEEL MIN THROUGH-BOLTS Vim+ ANDWASHERS(TYP) _ — — E DECK STAIR DETAIL CONSULTANTS: S PROPCSED PORCH AND DECK DETAIL FRAMING PLAN 2 112°=1'-0' LAND SURVEYOR:AJC LAND SURVEYING PLLC ADDRESS:163 WADING RIVER MANOR RD, MANORVILLE NY,11949 PHONE: -99]3 EMAIL:INFO@AFO@A6-997JCLANDSURVEYING.COM 6X6 P.T W000 POST rAD.RE...�()�. T:SIMPSON COLUMN SASE :THELMA BELMA: 0UN.DR,LAURELNY11948E:61-88]-9433 12"DIAM SONOTUBE FILLED W/ I NEW 36"W X 60"H POURED CONCRETE I CONTRACTOR: WINDOWS(TYP) TBD ED ED 11" ED ED it" - T 30 fPROJECT NUMBER 1001 '® 9 �g DATE 10202025 CHECKED BY FRANKGIANNELLI - REVISIONS: __ u ________ 3� No. Description Date PROPOSED E%TERIOR FA 1 NEW PORCH AND DECK 5l12026 6 TVPICALCONCRETE FOOTING DETAIL ADDITION - 1 12°=1'-0' 0 _ n INTERIOR FLOORING T FINISH AS SPECIFIED BY OWNER PROJECT GALVANIZED STEELSIMPSON OR 4050 DELMAR DR, I EQUIVALENT JOIST HANGER WATERPROOF FLASHING LAUREL NY _ ___________ W FIRST FLOOR D 0 (2)2%tO P.T W000 LEDGER BOARD 8"INSLIDING ODOR DRAWING TITLE' _— EXSRINGMASONRY PROPOSED PORCH 2X10 P.T WOOD GIRDER FOUNDATION WALL AND DECK PLANS 1 PROPOSED EXTERIOR PORCH AND DECK PLAN-DETAIL SHEET 106TS FASTENED W/(2)HEAVY DUTY - WLVANIZEO IAG BOLTS@16'O.0 /� w O r 4 WALL LEDGER DETAIL H I v^ 1'-0' SCALE: ASINDICATED 41 BAY WINDOW TO BE CONCRETE LANDING AND GS DESIGN REMOVED STEPS TO BE REMOVED ARCHITECT OF RECORD: GIANNELLI SULLIVAN DESIGN LLC FRANK GIANNELLI NYS ARCHITECTURE LIC#:24471-01 ADDRESS:1200 YOUNGS RD ORIENT.NY 11967 PHONE:(646)4042489 I __, _ I EMAIL:FRGIANNEW(ajYAH00.COM I I ----_ ROOF SEAVSIGNATURE' FE o o ® ® pig( llFIRST FLOOR '� 1 `- .. HIM �• n L------------- �3vE I I � 1 I I I I BASEMENT 11 FJOSTING EAST ELEVATION 1'-0' CONSULTANTS: LAND SURVEYOR:AJC LAND SURVEYING PLLC ADDRESS:153 WADING RIVER MANOR'RD. MANORVILLE NY,11949 PHONE:631-846-9973 EMAIL:INFC@AJCLANDSURVEYING.COM CLIENT: NAME:THELMA MOLINA ADDRESS:4050 DELMAR DR, LAUREL NY,11948 PHONE:631-887-9433 CONTRACTOR: TED NEW BASEMENT ENTRYWAY AND PROPOSED EXTERIOR PORCH EXISTING BASEMENT WINDOW TO REMAIN FOUNDATION WALL PROJECTNUMBER 1001 NEW 36"W X 60°H DATE 10IZOrz025 WINDOWS (TYP) CHECKED BY FRANK GIANNELLI ® —_—_ -—-900 REVISIo s � No. Description Date ' EE PH LMix I 11 1 PH F—T-1 1 NEWPORCHANDDECK 59=26 ADDITION EXISTING WINDOWS AND DOORS TO i REMAIN PROJECT: 4050 DELMAR DR, LAUREL NY - _———_GRADE �. I HORIZONTAL ARCHITECTURAL PRAMNG TITLE: I I PROPOSED PORCH SKIRTING AND DECK EAST ELEVATION SHEET: 2 PROPOSED EAST ELEVATION Al 0 6 318•=1'-0' SCgIE: AS INDICATED GS DESIGN ARCHITECT OF RECORD: Qi GIANNELLI SULLIVAN DESIGN LLC FRANKGIANNELLI NY S ARCHITECTURE LICR:244]1-01 ADDRESS:120D YOUNGS RD ORIENT,NY 11957 PHONE:(6,16)404-2489 EMAIL FRGIANNELLI@YAHOO.COM 1 SEALISIGNATURE, �pppy RIDGE BEAM ROOF VENT SIMPSON CONNECTOR HURRICANE NEW2x12 P.T.RIDGE BOARD sus 2 STRONG-TIE(OR EQUIVALENT), CEILING FINISH TO BE BEADED WHITE MOF PANELS °I` C�yp zkgp a ARCHITECTURAL ASPHALT ROOFING �q �;,+"�'+.'y ,60 2X6P.T000ARTIE5 4 WITH MI5 FELT MOISTURE BARRIER O SIMPSON HURRICANE 2y¢P�t1�' C NEW 2X4 P.T.TOP PIATES ITYPI CONNECTOR EQUIVALENT.(TYP) 6 INTERIOR WALL FINISH TO BE - �i BE11 ADED WHITE MDF PANELS I CONSULTANTS' :ry ADDRESS:153 ORVILLEADING NY.1 MANOR RD. I \ I MA ORVILLE NY,11949 NEW 36 X60 WINDOWS(WP)- .TTT�TT��"11 f I PHONE 631-846-99]3 EMAIL INFO(�AJCLANDSURVEYING.COM I � y 555222 '� I I YM1 �, yI 1 CLIENT: J ` ILU— �J I -- R C NAME SS LMA4050 MOLINA DELMA ADDRESS:4050 EL NY.1 DR, T LAUREL NY,11948 PHONE:631-887-9433 L � CONTRACTOR' TBD 2X6P.T5TUDEXTERICR 5/B"CDXPLYWOOO SHEATHING I--LI I- WALLS@16"OC INTERIORFLOORINGMATERIAL TO BE 1Xfi DECK BOARD.SELECTED i I I SPECIFIED BY OWNER BY OWNER I i II I 3/4'THK OSB SU..LOOR DATE 1 10 ILJI. U,;'ul I I FIRST FL00_R_,y� 020202525 CEC E H K DBY FRANK GIANNELLI flCHITE(TIIRAL HORIZONTAL SKIRTING.:•'6X6 P.TWOOD POSTS(TYPE.- ,:`... 2X10 P.T BEAMS IWPI .-, :.::,7X8 P.T JOISTS@16"O.C.(TYPI r D "(212%10 P.T BEAMS IWPI'=F..�-":��; REVISIONS: GRaoe o. Description Date 16 DIAM.SONOTUBE FILLED W/POURED':::-�.:_....,:-..:L....11.�.,1 � .,.�.. ..:.�..:..� ,.:.. �'::11:.::'..:,'_.: •:':."':::':�;.;,': .._:':-;:::,(1..::'.. :'..:_'�:_:.;..:::_".. ,,:.�.`;.,.. t.. ,��.'. �..'': ., 1 NEW PORCH AND DECK 622026 .: CONCRETE(1YP),36 MIN BELOW FROSTDNE— �• E II,'•lt/2"THK P,T- -, I ADDITION I 4 t I .. SIMPSON COLUMN BASE PROJECT' 1 PROPOSED PORCH ANDOECKSECTIONCUT 4050 DELMAR DR, 3/4"=,•-D' LAUREL NY DRAWING TITLE: PROPOSED PORCH AND DECK SECTION SHEET: Al 07 SCALE. AS INDICATED