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HomeMy WebLinkAbout51260-Z Of SOUT Town of Southold * * P.O. Box 1179 io 53095 Main Rd o�4-COUNT'l.�' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45705 Date: 10/26/2024 THIS CERTIFIES that the building AS BUILT"DECK Location of Property: 1050 Pine Ave Southold,NY 11971 Sec/Block/Lot: 77.-3-2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/20/2024 Pursuant to which Building Permit No. 51260 and dated: 10/08/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built" deck addition to existing single-family dwelling as applied for. The certificate is issued to: Stroh Joan M Protection Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: Authorizu Signature ��OFSOO,yo 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#: 51260 Date: 10/08/2024 Permission is hereby granted to: 1 Stroh Joan M Protection Trt 219 W Belle Terre Ave Lindenhurst, NY 11757 To: legalize"as built"deck addition to existing single,-family dwelling as applied for. Additional certification may be required. Premises Located at: 1050 Pine Ave, Southold, NY 11971 SCTM#77.-3-2 Pursuant to application dated 08/20/2024 and approved by the Building Inspector. To expire on 10/09/2026. Contractors: Required Inspections: Fees: As Built Addition/Alteration $535.00 CO-RESIDENTIAL $100.00 Total 635.00 Building Inspector how,*pF SOUTyO� �. /a� # * -TOWN OF SOUTHOLD BUILDING DEPT. UM� 631-765-1802 IN"SPECTION [ ] FOUNDATION .1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ WFINAL Odax- [ ] FIREPLACE &'-CHIMNEY [- ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: GAS- hvi# l 7v DATE ANSPECTOR STROH ENGINEERING SERVICES, P. C . 84 West Hoffman Avenue, Lindenhurst, NY 1 1757, U.S.A. Phone: 631-669-7531 Fax: 631-669-6369 E-mail: info@strohengineering.com October 25, 2024 Nancy Meyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold, New York 11971 Re: Permit#51260 1050 Pine Avenue, Southold, NY 11971 Inspection Certification for Existing Deck Legalization 1 Dear Inspector Meyer: This letter is to certify that the existing deck was constructed as shown on the approved plans T-01.00 and A-01.00 prepared by Stroh Engineering Services, P.C. Please contact me with any questions or comments. Thank you. Very truly yours, 0 NE CIO !:s O Peter J. Stroh, P.E. r a: President Stroh Engineering Services, P.C. 2��. 072116a �pAaFESS10N��' o D 0 C T 2024 BUILDING DEPT. TOWN OF SOUTHOLD MELD INSPECTION REPORT DATE COMMENTS .d rn FOUNDATION (1ST) - --- -- O ----------------------------------- FOUNDATION (2ND) q) z o O Cn d ROUGH FRAMING& PLUMBING V W Iv CS r INSULATION PER N.Y. "3 STATE ENERGY CODE 0 ,a Me 2 C�,2�i' ConS�lZv��J Qs cf2 /ac`►s jaz�o✓ids 7`?e4, /o.�S OK- d� C•O. FINAL U ADDITIONAL COMMENTS C d S o z _O a s lb x v b �o\PS�FFQut�oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall.Annex 54375 Main Road P. O. Box 1179 Southold,NY 1 1 97 1-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny_gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only .M PERMIT NO. v Building Inspector: RUG' 2 0 2024` _ Applications and forms must be filled outJn their entirety.Incomplete "applications will not be accepted. Where the Applicant is not the,owner,an Building Department-, Owner's Authorization form(Page 2)shall be completed. Town of-Southold- Date: OWNER(S)OF PROPERTY: , I Name:Joan M Stroh Protection Trust SCTM#1000-77-3-2 Project Address:1050 Pine Avenue Phone#:631-220-2127 Email:mks0213@outlook.cOm MailingAddress:76 Parkwood Road, West Islip,_NY 11795 CONTACT PERSON: Name:_William A. Stroh, Trustee Mailing Address:76 Parkwood Road West_Islip,_NY 11795` Phone#:631-220-2127 Email:mkS0213�outlook.com 'DESIGN>PROFESSIONAL INFORMATION: . Name:Peter J. Stroh P.E. Mailing Address:84 West Hoffman Avenue,- Lindenhurst, NY 11757 Pnone#:631-553-0077 Email peter@strohengineeringcom _ CONTRACTOR INFORMATION: Name:N/A Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: EOther Existing Rear Deck Legalization $N/A Will the lot be re-graded? Dyes ©No Will excess fill be removed from premises? Dyes ®No 1 PROPERTY INFORMATION Existing use of property:Single Family_ Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. W 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 15 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):William A. Stroh, Trustee ❑Authorized Agent BOwner Signature of Applicant: �/�,� �. �j Date: STATE OF NEW YORK) SS: COUNTY OF ) William A. Stroh, Trustee being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Trustee of the the Joan M Stroh Protection Trust (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 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 day of Notary Public DOMNA GIFAMPIE`1'1`10 : NOTARY PLR31-1C, State of New York No 24-4955265 PROPERTY OWNER AUTHORIZATION CWiflad in.Su;ioik CoLmly (Where the applicant is not the owner) cowwq ba Evka,A1.+pust2i�go 25{ I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 ncl� �� YJAA G 0 u J r J\ co V\--- alk --s�3 - 17 1 Cif e,( Vi V�� Lgj ov\- a aA -ce, ©�� . tod GENERAL NOTES DRAWING INDEX ,________ T-01.00 TITLE SHEET DIVISION 1 - GENERAL REQUIREMENTS 2. Other species may be used provided substituted species shall meet or exceed requirements noted above. c. Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of all roof trusses. Three rows A-01.00 EXISTING FOUNDATION PUN, FIRST FLOOR PLAN AND TYPICAL DECK DETAIL `1-1- - 1. Work performed shall comply with the following: 3. Moisture content: All lumber 4 and deeper shall have moisture content not greater than 19 %, air dried lumber is minimum are required located at the 1/4 points of the truss span. Securely nail these braces to all members that it a. These general notes unless otherwise noted on plans or specifications. desired but not necessary. Lumber may be kiln dried, however drying process must be slow and regulated to cause a crosses. b. Building Code as specified to the architectural drawings. minimum amount of checking, comparable with air dried stock. S. Wood Floor Trusses: STR O H 4. All exterior lumber and lumber in contact with masonry or concrete shall be pressure preservative treated in 1. Floor trusses to be manufactured and installed in strict accordance with manufacturers recommendations. All c. All applicable local and state codes, ordinances and regulations. accordance with AF&PA standards and stomped "Ground Contact 0.40 Ibs/cubic foot". spans, joist depth and spacing to be verified by manufacturer's. Shop drawings indicating calculations, loading, load d. In areas where the drawings do not address methodically, the contractor shall be bound to perform in strict 5. Grade stamps shall appear on all lumber. test data and an other information required shall be sealed b a professional engineer registered in the jurisdiction ENGINEERING compliance with manufacturer's specifications and/or recommendations. P pP Y q Y P 9 9 g 6. Store all lumber above grade and protect from exposure to weather. where construction is taking place. Truss manufacturer shall verify all spans, dimensions, bearing points spacing, etc. RV I C E S P. C . 2. On-site verification of all dimensions and conditions shall be the responsibilityof the general contractor and B. Flitch Beams: Fabricator must submit two sets of complete shop drawings and truss layout plan, each sealed by a professional ES DATE• .p� � COMPLY WITH ALL CO his subcontractors 1. Flitch beams shall have a minimum fb = 15000. E=11.4 with 1/2" bolts located not closer than 2" from the top and engineer registered in the jurisdiction where the construction is taking place, to Architect prior to fabrication, one for - 8 v J C�34,[WEST HOFFMAN AVENUE 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should FEE BY; 1 DENHURST, NY 11757 bottom edge unless otherwise noted. There shall be a bolt top and bottom 2" from each end (see typical flitch plate Architects records and one to be returned to contractor after review. AS REQUIRED AND CONDI 10'� consult Architect in case of question. NOTIFY BUILDING DEPARTMENTAT 4. The general notes and typical details apply throughout the job unless otherwise noted or shown. bolt pattern detail). 2. Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent 5. Discrepancies: The contractor shall compare and coordinate all drawings; when in the opinion of the C. Joist Hangers: exposure to the elements. Always store upright, especially if stacking. 1. _ 501 I ° (631)U.S.A. 31 contractor, a discrepancy exists he shall promptly notify the Architect, in writing, before proceeding with the 1. All purlins, joists and beams not framed over supporting members shall be supported DIVISION 7 - THERMAL AND MOISTURE PROTECTION FOLLOWING INSPECTIONS: -_T SO�0 TOWN U.S.A. work or he shall be responsible for the same and any indirect results of his action. 2. Joist hangers shall be prime quality steel which conforms to ASTM A525, min. 22 gouge. Products acceptable 1. FOUNDATION-TWO REQUIRED +�I,II^'ro^�,^n 6. Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the shall be Simpson, Kant-Sag, or equivalent. A. Roofing: OR - SO LDTO��JN� r ;�':� D. Bolts in Wood Framing: �f IE�NT: work. In the event that certain features of the construction are not fully shown on the drawings, current g 1. Fiberglass Shingles: THIRTY (30) year self sealing shingles over 1 layer of 30# asphalt saturated felt underlayment 2. ROUGH-FRAMING&PLUMBING ,Y DEC national, state and local codes, ordinances, regulations or agreements as well as current acceptable building 1. All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate unless otherwise noted. Install according to manufacturer's instructions. practices shall govern, and their construction shall be of the same character as for similar conditions that are washers. 3. INSULATION J OA N M . STR O H shown or noted. 2. Steel plate washer sizes shall be as follows: 2. Cedar Shakes: #2 grade red-label cedar shakes (18" 1 x .45"T) over one layer 30# a.s.f. underlayment. Install with 4 FINALHOLD HPC s The Architect will not be responsible for and will not have control over construction means, methods, a. 1/2" and 5/8" Diam. bolts - 2-1/4" sq. x 5/16" 1/2" weather exposure. Apply an 18" wide strip of 30# a.s.f. over each course of shakes, 9" from bottom edge of shake Q�iiu TRRROTUST CTI O N techniques, sequences or procedures, or for safety precautions and programs in connection with the work, and b. 3/4 Dia. bolts-2-5/8" sq. x 5/16". extending over top of shake and onto sheathing. BE COMPLETE FOR C.O. TRUST q q p y P P 9 3. Eave Flashing: See note B-4, below. ALL CONSTRUCTION SHALL MEET THE will not be responsible for the failure of the Client or his contractors, subcontractors, or anyone performing 3. Each bolt hole in wood shall be drilled 1/16" larger than diameter of bolt. P P g 4. For sill anchors, see typical details on architectural drawings. B. Flashing_ 76 PARKWOOD ROAD any of the work, to carry out the work in accordance with the approved contract documents. E. Loa Bolts: 1. All flashing, counter flashing, and coping when of metal shall be of not less than no. 26 U.S. gauge corrosion-resistant YORK STATE. NOT RESPONSIBLE FOR WEST ISLIP NY 1 1795 8. Any and all drawings and specifications for sitework, plumbing supply or waste, electrical circuitry, and metal. heating, ventilating, fabricated trusses, and air conditioningsystems are not a art of the professional services 1. Shall be of structural grade steel. DESIGN OR CONSTRUCTON ERRORS ' P P 2. Washers shall be laced under the head of la bolts bearing on wood. Length of la bolts shall be minimum 2 3 2• Flash all exterior openings and all building corners with approved material to extend at least 4" behind wall covering. ,® (631) 553-0077 provided to the Client by the Architect unless included under their agreement. Any discrepancies with these P 9 g g g / Cover all exposed plywood at building corners with waterproof building paper. G - v r ,�` c depth of members being bolted together. `' documents by any of the above listed services as shown in documents prepared by others should be indicated Altering e 9 3. Step flash at all roof to wall conditions. Flash and caulk wood beams and other projections through exterior walls or USE IS UNLAWFUL in writing to the Architect immediately. F. ostructural Structural Members: roof surfaces. AWFUL 9. Prior to application for building permits, the Contractor will furnish the Architect with two sets of ,shop 1. No structural member shall be omitted, notched, cut, blocked out or relocated without prior approval by the PP g P P Architect. Do not alter sizes of members noted without a royal of Architect. 4. Eave flashing shall consist of two layers of 15# a.s.f. cemented together in addition to required nailing from the edge NO. REVISIONS drawings of all prefabricated components, one set to be retained by Architect, the other set to be returned to pp of the eave up the roof to overlay a point 24 inches inside the interior wall line of the building. contractor after review. Items requiring shop drawings include but are not limited to roof trusses, floor G. Built-up Beams: ACIC�1Ilo11al I (j� �"Id-��,�' q 9 P 9 C. Attic Ventilation: trusses, stairs, cabinets, vanities, etc. Should the design or configurations of any prefabricated component be 1• Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: 1. Enclosed attic truss spaces and enclosed roof rafters shall have cross ventilation for separate space with screened Certification �/ modified during construction from previously approved shop drawings, the Architect shall be furnished, prior a. Members 9 1/4 and less in depth: glue and internail w/2 rows 16D nails at 12 o.c. staggered. p g incorporating P n latest ventilating ion (sgappl applicable) all against the andalo alocod codes ordinand nces. See detailson architectural aplans CforS YRequired.to fabrication, with revised sho drawin s incor orotin the revision. If the Architect is not rovided with the b. Members greater than 9-1/4" in depth or multiple 3 x members through bolt with 1/2 diameter machine bolts at Mg $(; above information, the client shall defend, indemnify, and hold harmless the Architect from any claim or suite 24 o.c. staggered. locations and details. whatsoever, including but not limited to, all payments, expenses or costs included, arising or alleged to have H. Cutting of Beams. Joist and Rafters: arisen from prefabricated items. 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of DIVISION 8 - DOORS AND WINDOWS 10. The conditions and assumptions stated in these specifications shall be verified by the contractor for the member and shall not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shall not P exceed 1/4 the depth of the member. Holes bored or out into joist shall not be closer than 2 inches to the tip or bottom 1. General - conformance to local codes and conditions. In the event of o discrepancybetween these specifications and local codes or conditions, the contractor shall notifythe Architect in writing of the discrepancy and special 1. Windows in buildings located in wind-borne debris regions openings mph wind zone or with-in PLOT PLAN - SCALE: '-2O' 9 P Y P of the joists and the diameter of the hole shall not exceed 1/3 the depth of the joist. The tension side of beams, joists engineering requirements shall be applied to insure the building's structural integrity. and rafters of 4 inches or greater nominal thickness shall not be notched, except at ends of members. one mile of the ocean. bay and sound) shall have glazed openings protected from wind-borne 11. These requirements may be superseded b more stringent information contained within debris ti the building shall k designed as a partially enclosed building in accordance with the q Y P Y 9 I. Pipes in Stud bearing Nails or Shear Nails: Residential Code of New York State. Glazed opening protection for wind-borne debris shall meet the drawings. The more stringent shall be followed. 1. Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. 12. Soil conditions shall conform to or exceed the following conditions: J. Bridging and Blocking: the requirements of the Large Missile Test ofASTM E 1996 and of ASTM E 1886 Bearing Capacity. Min. 2000 psf. field verified under all footings and reinforced slabs. 1. There shall be not less than one line of bridging in every eight feet of span in floor, attic and roof framing. The Exception: Water Table: Min. 2-0 below bottom of all concrete slabs and footings. Footings, foundations, walls, and bridging shall consist of not less than one by three inch lumber double nailed at each end or of equivalent metal Wood structural panels with a minimum thickness of 7/16 inch (11.1 min) and a maximum span slabs shall not be placed on or in Marine Clay, Peat and other organic materials. bracing of equal rigidity. Midspon bridging is not required for attic or roof framing where joist depth does not of 8 feet (2438 mm) shall be permitted for opening protection in one- and two-story 13. Live Loads: Roof- 30psf. Floor: 40psf (except sleeping rooms: 30psf). Exterior Balconies: 60psf. exceed twelve inches nominal. Block solid at all bearing supports where adequate lateral support is not otherwise buildings. Panels shall be precut to cover the glazed openings with attachment hardware Stair Landings: provided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. provided. Attachments shall be provided in accordance with Table R302.2.1.2 or shall be 40psf. Wind Load: 15psf. Garage: 50psf. Maximum foundation lateral pressure: 40psf. Dead Loads: 1Opsf. Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturer's printed designed to resist the components and cladding loads determined in accordance with the Decks: 40psf. Attics without storage 10psf. Attics with storage 20psf. Guardrails & Handrails 200psf. instructions. provisions of the Building Code of New York State. 14. Bottom of footings shall extend below frost line of the locality and minimum 3'-0" below existing grade to 2. All windows shall have insulating glass, or single glass with storm windows or equal. Sizes undisturbed soil or soil compacte% *y98ensity having a load carrying capacity as specified in Note 12, K. Lintel Schedule: indicated on plans are nominal only. Builder to consult with window manufacturer to determine S72025'30"E 125.00' as verified by a soils engineer licensed in the locality where project is being built. 1. Unless otherwise shown, provide 1 lintel with 6" minimum bearing for each 4" of wall thickness. exact sizes, rough opening, etc. At least one window from each bedroom area shall have a net - 15. All foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed soil 2. Lintel Schedule: clear opening area of 5.7 Sq. Ft. (grade floor 5.0 Sq. Ft.) with a net clear height of 24", a C C exceeds 16 but less than 4'-0", shall consist of clean, porous, soil compacted in 6" layers to 95% dry density Span: Size of Member net clear opening width of 20", and a sill height of 44" or less above the floor for egress 0 °' p or provide #4 rebar at 2'-0" o.c., 1'-0" beyond edge of undisturbed soil and 1'-O" into foundation wall. Up to 4'-0" 3 1/2 x 3 1/2 x 1/2 or 2-2x6 purposes. Glazing in doors and fixed glazed panels immediately adjacent to doors or within 18" - C » �o EXIST. FRAME � 16. Free draining granular backfill (SM or better) shall be used against foundation walls consistent with the 4-1 to 5-0 4 x 3 1/2 x 5/16 or 2-2xB of the floor, which may be subject to frequent and recurrent accidental human impact shall be GARAGE architectural plans and related details. Equivalent fluid pressure of backfill not to exceed 40pcf (pounds per 5'-1" to 6'-0" 5 x 3 1/2 x 5/16 or 2-200 tempered as per WFCW and RCNYS and state and local codes and ordinances. w EXIST. COV. cubic foot). If backfill pressures exceed 40pcf, then walls must be designed for actual pressures by a V-1" to 8'-0" 6 x 3 1/2 x 3/8 or 2-202 DIVISION 9 - FINISHES PORCH registered Professional Engineer licensed in the locality where project is being built 17. Unbalanced fill not to exceed 7'-O" unless otherwise noted and substantiated by engineering calculations. L. Plywood: A. General Backfill shall not be placed against walls until slabs-on-grade and framed floors are in place and have reached 1. All plywood shall be Doug fir or equal. It shall be manufactured and graded in accordance with 1. All gypsum wallboard shall be installed in accordance with the provisions of the WFCM, RCNYS and state and local I their design strength. Proper precautions shall be taken to brace foundation walls when backfilling. Where U.S. ProducLStandard PS 1-83 for Construction and Industrial Plywood codes and ordinances (as applicable). z EXIST. WOOD DECK backfill is required on both sides, backfill both sides simultaneously. 2. Each plywood sheet shall bear the "APA" trademark. 2. Gypsum wallboard shall not be installed until weather protection for the installation is provided. Storage should be in EXISTING AND STEPS TO 3. All end joints shall be staggered and shall butt along the center lines of framing members. accordance with manufacturer's instructions. W I 1-1�2 STORY BE LEGALIZED DIVISION 3 - CONCRETE 4. The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. 3. All edges and ends of gypsum wallboard shall occur on the framing members except those edges which ore FRAME DWELLING A. General: 5. Nails shall be placed 3/8" minimum from the edge of the sheets. The minimum nail penetration into framing perpendicular to the framing members. All edges of gypsum wallboard shall be in moderate contact except in concealed > W #1050 1. The concrete properties shall be as follows: members shall be 1 1/2" for 8d nails and 1 3/8 for 10d nails. spaces where fire resistive construction is not required. C 35.9 58la- ,$' 3 Item Min. Comp. Strength Min. Aggregate size Slump6. All floors shall be nailed as per nailing schedule. 4. The sizes and spacing of fasteners shall comply with WFCM, RCNYS and state and local codes and ordinances (as Q M VP o 28 Days (PSI) applicable). It A M Footings 3,000 1/2"-1" 4"f1 M. Corner Brocin" gL 5. Provide moisture resistant drywall cement board at tubs and showers as shown on details in architectural drawings. M ^ M Slab-on-Grade 2,500 1/2�1w 4"f1/2� 1. Unless otherwise noted, brace exterior corners of building with 1 x 4 diagonals, let into studs, or with 4 x 8 6. Fire-resistive construction: Garage ceilings and walls when adjacent to a dwelling unit shall be of rated construction I` N Walls 3,000 1/2 -1 4"t1i(2 plywood sheet of thickness to match that of sheathing, or with metal strop devices installed in accordance with according to the UL Design specified on the drawings when units are designed under WFCM, and RCNYS standards as Z v- PROJECT: manufacturers instructions 16 Go. compression tension or w structural grade thermo- I indicated on the drawings. 7 11 Garage Slabs & exterior slabs 3,500 1/2"-1" 4"t1 w/ 5% P 9 P Y' L - - air entrainment 2. Lap plates at all corners. 2. Concrete work shall conform to all requirements of ACI-318 specifications for structural concrete for buildings. N. Nailing: N72'25'30"W 125.00' 3. All reinforcement, anchor bolts, pipe sleeves and other inserts shall be positively secured in place and 1. All nailing shall comply with nailing schedules in WFCM, and RCNYS (as applicable), latest edition and DIVISION 15 - MECHANICAL STROH RESIDENCE located according to the appropriate architectural drawings and details all state and local building codes, or moufacturer s recommendations. A. Heating Ventilation and Air Conditioning_ 1 B. Reinforcing Sq teel: 0. Fire Stopping_ 1. All work shall be in full accordance with all current codes and regulations of the governing agencies. NOTE: SOU PINE AVENUE 1. Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM & 1. Fire stopping shall be provided to cut off all concealed draft openings (both vertical and horizontal) with 2" 2. Mechanical subcontractor to submit shop drawings indicating duct layouts, condenser location, duct sizes, etc. to THIS RESIDENCE IS "LOCATED WITHIN ONE MILE OUTHOLD, NY 11971 615. Welded wire fabric shall conform to ASTM A-185. See architectural drawings for sizes and locations. nominal lumber or 2 thicknesses of 1 nominal lumber with broken lap joints or other approved material. Architect prior to installation. Mechanical subcontractor to review structural shop drawings and notify the Architect of on} OF THE COAST AND THEREFORE IT IS WITHIN 2. Detailing, fabricating and placing of reinforcement shall be in accordance with ACI-315 Manuel of P. Alignment: mechanical and structural and design intent conflicts prior to construction. THE WIND BORNE DEBRIS REGION". Standard Practice for Detailing Reinforced Concrete Structures 1. All rafters and joists framing from opposite sides shall lap at least six (6) inches and be nailed together with 3. All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work EXISTING DECK min. (3) 10d face nails. performed by others. LEGALIZATION 3. All reinforcing bars which intercept perpendicular elements shall terminate in hooks, placed two (2) inches 2. When framing end to end joists shall be secured together by metal straps. B. Plumbing_ clear from outer face of elernent. Q. Partitions: 1. All work shall be in full accordance with all current codes and regulations of governing agencies. 4. The contractor shall notify the building official at least forty-eight (48) hours prior to each concrete pour. 1. General: 2. All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work No concrete shall be poured 'into footings containing standing water or mud. Footings shall be dewatered a. Provide solid blocking at 4'-0" o.c. between the joist and first interior parallel joist. performed by others. .,.- prior to placement of concrete. No concrete shall be placed until all reinforcing has been installed by the b. Splices of the top and bottom portion of double top plates must be staggered a minimum of 4-0". 3. Plumbing subcontractor to review structural and mechanical drawings and notify the Architect of any plumbing, TITLE: contractor and inspected by the building official or county approved licensed inspector. c. Splices shall occur only directly over studs. HVAC, structural and design intent conflicts prior to construction. - 5. Minimum protective cover -for reinforcing steel shall be as follows: d. Structural variations are allowed if substantiated by engineering calculations. Stomped by professional engineer DIVISION 16 - ELECTRICAL a. Footings: 3" licensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to b. Beams and columns: 2" Architect for approval prior to construction. 1. All work shall be in full accordance with all HICKORY AVENUE c. Slab: 3/4" (Wire mesh to be placed at mid-depth of slob) e. Lap top plates at corners and intersections. current codes and shall comply with the d. Walls - 1 1/4" at interior face: 3" at exterior face. 2. Bearing Walls supporting one floor or more: requirements of the serving C. Foundation: a. Partitions must be constructed of minimum 2 x 4 studs spaced 16" o.c. of type lumber specified. power and telephone companies. I TITLE SHEET 1. Footing depths are shown on the architectural drawings. Footings shall bear a minimum of 1"-O" into b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used, floor joists shall be 2. All work shall be done in a neat and original undisturbed soil and °a minimum of S-0" below finished grade. Where required, step footings to ratio centered directly over and below bearing wall studs with a tolerance of no more than 1" unless substantiated by workmanlike manner and so as to not needlessly of 2 horizontal to 1 vertical. engineering calculations. hamper that portion of the work 2. Where conditions develop requiring changes in excavations, such changes shall be made as directed by the c. Bearing stud walls must be sheathed with a minimum 1/2" gypsum board fastened according to drywall performed by others. Architect. manufacturer recommendation. 3. Installation: SITE DATA LOCATION MAP 3. All footing excavations shall be inspected by the building official or county approved inspector prior to the R. Wood Roof Trusses: a. All equipment installed outdoor and exposed to placing of any concrete. Some shall be given forty-eight (48) hours notice for this observation. 1. Timber trusses shall be designed in accordance with accepted engineering practices. Calculations, joint strength information weather shall be weatherproof. 4. Soil investigation and report: All earth work, compaction and supervisions shall be done according to the (allowable load per square inch or per nail, allowable edge distance, allowable end distances) load test data and other b. Bottom, of receptacles and switches shall be recommendations of the soil investigation report prepared by a licensed geotechnical engineer. Concrete slab information as necessary shall be submitted to local authorities for approval prior to fabrication. Each truss shall be located 5 above counter top unless otherwise _: SEAL: and footing calculations are based on a 2,000 psf value. If on-site test boring indicate lesser values, notify secured at bearing with one "rafter tie" metal type anchor at each end. noted on drawings. 11'"'1 ' - Architect, in writing, so that necessary structural modifications con be made. 2. Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to desi n loads and to include this c. Rece tacles shall be installed verticoll at 12" V 0 C �'°'� J 9 P Y � . to - yes. '�R .--_ 5. Slab-on-grade hall be 4" thick reinforced with 6 x 6 W1.4 x W1.4 WWF and shall be placed on 6 mil. information with shop drawings. Each truss to be secured at one end with a metal "rafter tie" type anchor and a above finish floor and 12'-0" o.c. horizontally. All 1`e, •° a:;' - t- vapor barrier on 4 crushed stone. *Simpson" '° o� E�i� „ scissors truss connector, Simpson or approved equal, at the other end to tie down the truss while permitting the receptacles within y 7_1111►�;q - +a ,`f�, �• 6. Slob-on-grade at porches shall be 4 thick unless otherwise noted. truss to move outward without deflectin the wall. 6'-0" horizontallyof a sink lavatoryor tub shall 'I e I1 tp-- 1.00mi FfIFS 0, 7. Install anchor straps as per mfg. recommendations: 12 from corners and intervals of not more that 4-0 . 3. Truss diagrams and truss layout plan show design intent only. Truss manufacturer shall verify all spans, �''�ie I 1 R� �T �'e� Minimum embedment for anchors shall be a minimum of 7" into concrete. g yo P 9 Y Y P be wired to a ground fault interrupted circuit. SITE INFORMATION o dimensions, heel heights, pitches, etc. Fabricator must submit two sets of component shop drawings and truss layout d. Wall switches to be 48 above floor. R I 90 8. Beam pockets shall be formed into concrete walls to provide a continuous level flat solid bearing surface Ian, each sealed b o professional engineer registered in the jurisdiction where the construction is taking lace, to REQ'D PROWD 4i . P Y P 9� 9 1N 9 P e. All smoke detectors to be wired in a manner � ckey Craeik� � for all beams. Architect prior to fabrication, one for Architect's records and one to be returned to contractor after review. such that the activation of one b means of _ '' �' 1) w DIVISION 6 WOOD 4. Truss shop drawings indicating calculations, loading, toad test data, horizontal thrust and any other information metal hangers.will activate all. SETBACK 58.2 a6 : +•,, � �) ,, . _ A. Lumber Grade: required shall be sealed by a professional engineer registered in the jurisdiction where construction is taking place and -__--- - _ � __ L 1. All lumber shall be, unless otherwise noted, No. 2 grade. Douglas Fir-Larch with the following minimum be submitted to building officials prior to fabrication. R.Y. SETBACK - 58.8 ,�irFt��.'� 01 ` ,. " _ `rFp ��21aA ��' 9 9 9 9 P _ .c 1 _ structural values. 5. Store trusses above rode on wood sticking in such a way to prevent bending, warping or deflection of trusses. r--Custer-Pve + (�sachecs"s r;- �° A� ` 9 9 Y P g. P g S.Y. SETBACK - 12.7 ::za' c� i '�OFESStO� Grading shall comply with PS 20-70 American Softwood Lumber Standard and applicable Western Wood Products 6. Roof Truss Bracing: Install permanent bracing for all wood roof trusses as specified below. Follow all ,;.� , - rryfy�,_ ;` -; ;, j�itq�i . Association standards. recommendations specified in Bracing Wood Trusses: Commentary and Recommendations BWT-76 published by the TOTAL SIDES - 48.0 "' f I - ��, - '..-_I! _ I -� - a. Extreme fiber bending stress: Truss Plate Institute, Inc. i - -An '' 1,,'I Size Repetitive Member a. Top Chord Plane: Properly installed plywood sheathing with staggered joints and correct nailing should MAX HEIGHT - 14'-3" r `.. �1pr. ��.. ;,' 2 x 12 1005 PSI adequately brace the top chord plan. However, when gable end trusses are used, continuous 2 x 4 braces should be �� • 'i - - rl - 4 ii =•i L. , - - _ , 9 g P 9 P LOT SIZE - 7 500 - S.F. ,•.96n 4,_ .1 lip -TI""I '' ' ,' a '= DATE: 08/1 6/24 2 x 10 1105 PSI installed at a 45" angle to the truss framing. These braces should occur at 3 points on each able end: mids an + +I shw.. i 2 x 8 1210 PSI between roof center-line and wall on each side of center-line and at center line of roof. _ r',' ;. _'A� 2 x 6 1310 PSI b. Web Member Plane: Provide continuous 2 x 4 braces at 45de angle from the bottom chord of the truss. This brace EXISTING 1st FLOOR - 732 S.F. 0 AS,it " , 11' b. Horizontal Shear: Fv = 7Pi PSI should cross at least 4 adjacent trusses and terminate at the truss edge. Securely nail this brace to all members itI. rq ,a. ° l 'r JDB#' 24 -7 1 7 c. Compression perpendicular 'to rain: FcL = 405 PSI crosses. Install this bracing at all able or end wall conditions and at 14 foot minimum intervals throughout the truss EXISTING COV. PORCH - 156 S.F. - s li I P P P 9 9 9 9 d. Compression parallel to grain: Fc = 875 PSI system. - . Yvl�4v = -- __ = 1 600000 PSI 331 S.F. o. ,� I t° Rd /;H.$a °0P'r'Rd DRAWN BY: K.K. e. Modulus of elasticity. E EXISTING DET. GARAGE % a - f. Moisture content: 19% maximum. - '° 5�* "Bay ` ''` ``_ 'I TOTAL 1,219 S.F.Sr -ts' - °' Rd'- - =_-- ._` .' - CHECKED BY: P.J.S. TOTAL LOT OCCUPIED - 16.3% l , �� - _ � DWG�E: = - _ T-01 . 00 "I, $ V �' - = II "P•��, 'S: :- ere. r� d ;. , SHEET/f: 1 O f 2 ,;' ', re 4 i EXISTING ' COVERED PORCH STRO H EXISTING ENGINEERING SERVICES , P. C . 84 WEST HOFFMAN AVENUE + z _ LINDENHURST, NY 11757 N (631) 669-7531 DESIGN LIVE LOAD: x U.S.A. W DECKS: 40 PSF z EXISTING CLIENT: DINING J OA N M . STR O H j x AREA W EXISTING 4"x4" P.T. WOOD POST EXISTING PROTECTION EXISTING ON 12"0 POURED CONC. PIER TRUST BASEMENT MIN. 3'-0" BELOW GRADE (TYP.). DOOR EXISTING PROVIDE POST-TO-PIER METAL EXISTING EXISTING 2" X 4" MAHOGANY DECKING & 76 PARKWOOD ROAD BASEMENT CONNECTOR BY "SIMPSON" ABA44Z (TYP.). BASEMENT STEPS AS PER N.Y.S. CODE (MAX. 8 1/4" RISER) WEST ISLIP, NY 11795 ENTRANCE " ENTRANCE (631) 553-0077 UP 4 -0 DOWN 6" 6" C:DEXISTING EXISTING ` I I I NO. REVISIONS BASEMENT DECK TO BE I I I DOWN o LEGALIZED I I I EXISTING EXISTING d I 1 1 I I REAR ENTRY/ EXISTING KITCHEN DECK TO BE I I I i L J LAUNDRY LEGALIZED I z z EXISTING 00 N W BASEMENT ' 6" 00 WO s'-0" EXISTING z EXISTING 2"x6" BATHROOM 7EXISTING 3'-0" HIGH RAILING AS PER N.Y.S. P.T. JOIST AT 16" O.C. CODE. MAXIMUM 4" CLEAR SPACING. I w EXISTING (2) 2"X8" • P.T. GIRDER EXISTING EXISTING EXISTING FOUNDATION WALL EXISTING FOUNDATION PLAN - DECK LEGALIZATION EXISTING FIRST FLOOR PLAN - DECK LEGALIZATION SCALE: 0 2' 4' 8' SCALE: 0 2' 4' 8' "X6" WOOD 10P RAIL PROJECT: C"X4" UNDER RAIL STROH RESIDENCE 1050 PINE AVENUE SOUTHOLD, NY 11971 "X2" BALASTERS ® 4" O.C. EXISTING DECK "X4" WOOD POST LEGALIZATION "X4" BOTTON RAIL USE SIMPSON DTT2 CANIQ POST CONNECT- TITLE: W/ Ys" DIA. BOLTS SEE FRAMING PLAN FOR CANTALEVER DIMENSION SEE FLOECKINGOMATERIAL dRPLAN b—i" EXISTING FOUNDATION (SIZE AND TYPE) PLAN, FIRST FLOOR P.T. FLOOR JCIST SEE FRAMING PLAN FOR SIZE PLAN AND TYPICAL USE SIMPSON DJTDECK POST—TO— GIRDER = (2) 2"X P.T. GIRDER BOLTED AIL CONNECTOR TO P.T. WOOD POST WITH (1) ON EA. SIDE ( V T RU BOLTS WITHWASHERS P.T. WOOD POST SEE FRAMING PLAN FOR SIZE SEAL: SIMPSON ABAZ POST—TO—BASE ANCHOR, SET WITH MIN. X-0 ANCHOR BLTS SEE OR CROSS-SECTION FORMING SIZE PLAN �Q ��' �p it a °rl��- tiQ�F � o d d d POURED CONCRETE FOOTING PIER 0721 ✓� g MIN. 12"0 AND 36" BELOW GRADE ,Q a. ' e DATE: 08/ 16/24 Qa' ' a d JOB#: 2 4—717 DRAWN BY: K.K. CHECKED BY: P.J.S. EXISTING TYPICAL DECK DETAIL - DECK LEGALIZATION DWG#: N.T.S. A--01 . 0 0 SHEET#: 2 OF 2