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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#: 51616 Date: 02/07/2025 Permission is hereby granted to: KP Realty of Greenport Corp 1359 Hewlett Ln Hewlett Harbor, NY 11557 To: Construct a roofed over structure to include outdoor kitchen,gas fireplace and basement storage accessory to an existing single-family dwelling as applied for per Trustees and DEC approvals. Must maintain minimum side and rear setbacks of 15 feet. Premises Located at: 2006 Gull Pond Ln, Greenport, NY 11944 SCTM# 35.-3-12.11 Pursuant to application dated 12/10/2024 and approved by the Building Inspector. To expire on 02/07/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $548.00 CO Accessory Structure $100.00 Total $648.00 Building Inspector N' srla 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 l tt s://www.sot,tlioldt y:own . �o� Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only )d>2� R PERMIT NO. / w Building Inspector: � P i.._ Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. OWNER(S)OF PROPERTY: Name:KP REALITY OF GREENPORT CORP. =CTM 1000-35-3-12.11 Project Address:2006 GULL POND LANE, GREENPORT, NY 11944 Phone#:(917) 797-6253 Email:KARENADLER814@GMAIL.COM Mailing Address:1359 HEWLETT LANE, HEWLETT, NY 11557 CONTACT PERSON: Name:KAREN ADLER (PRESIDENT); PASQUALE VARDARO (VICE PRESIDENT) Mailing Address:1359 HEWLETT LANE, HEWLETT, NY 11557 Phone#:(917) 797-6253 Email:KARENADLER814@GMAIL.COM DESIGN PROFESSIONAL INFORMATION: Name:THOMAS PETER DOMANICO ARCHITECT Mailing Address: 108 MERRICK ROAD, LYNBROOK, NY 11563 Phone#:(516) 887-7147 Email:THOMASDOMANICO@AOL.COM CONTRACTOR INFORMATION: Name:PLATINUM SITE DEVELOPMENT, INC Mailing Address:286 ROUTE 109, FARMINGDALE, NY 11735 Phone#:(516) 681-0090 Email:BRUPNARINE@PLATINUMSDGROUP.COM DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: OOther AUXILLARY STRUCTURE W/FIREPLACE AND OUTDOOR KITCHEN Will the lot be re-graded? *Yes ❑No Will excess fill be removed from premises? ❑Yes ❑No MINOR REGRADING PROPERTY INFORMATION Existing use of property: RESIDENTIAL Intended use of property:RESIDENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 I this property? E]Yes ANo 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): k.-t— A Ae-, ❑Authorized Agent E Owner Signature of A lica� _ Date: (L—1 G^2..'7 g p �. . STATE OF NEW YORK) SS: COUNTY OF Z4,4eo� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 there w" Vim., " Vt)c tk Sworn before me this NOT,4F"pU'B iDLIf�IC,State of N o No. 5087 06 day of , ,»_ _ 20 2 7 died in Nassau Coln (y commiwmI1 C PROPERTY NE AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby a ize to apply on my behalf to the Town of Southold Building Depa f'It for a val as described herein. Owner's Signature Owner's Name BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 n � n%f arnesh southoldtownl ov - seand soutoldtornn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: GJS Electric LLC Electrician's Name: Gary Salice License No.: ME-4839 Elec. email:Gary@NFAV.com Elec. Phone No: 631-298-4545 El request an email copy of Certificate of Compliance Elec. Address.: 6615 Main Rd, Mattituck NY 11952 JOB SITE INFORMATION (All Information Required) Name: KP REALITY OF GREENPORT CORP. Address: 2006 GULL POND LANE, GREENPORT, NY 11944 Cross Street: MAIN ROAD Phone No.: (917)797-6253 Bldg.Permit#: 5 I(v 1 email: KARENADLER814@GMAIL.COM Tax Map District: 1000 Section: 35 Block: 3 Lot: 12.11 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ELECTRICAL WIRING TO POOL EQUIPMENT, GFCI OUTLETS FOR OUTDOOR KITCHEN, OUTDOOR FIREPLACE& TO THE AUXILIARY STRUCTURE Square Footage: Is job ready for inspection?: YES []NO F]Rough In F] Final Do you need a Temp Certificate?: F] YES EJ NO Issued On Temp Information: (All information required) Service Size[11 Ph 03 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underg round❑Overhead # Underground Laterals 1 M2 H Frame Pole Work done on Service? Y EIN Additional Information: PAYMENT DUE WITH APPLICATION Steven Affelt, AIA PO Box 762 Architecture Great River,NY 11739 Intelligent Design (631) 553-6333 Sustainable Building January 13,2022 TOWN OF SOUTHOLD Department of Buildings 54375 NY Route-25 Southold,NY 11971 Regarding: 2006 Gull Pond Ln Greenpoint,NY 11944 Section 35,Block 3,Lot 12.11 To Whom It May Concern, This letter is written to certify that the storm water drainage for the proposed swimming pool,spa,and auxiliary structure installation has been reviewed and designed to retain a storm of up to 2"of rain. The existing system shall be modified as specified in the site drainage plan and supplemented as depicted.It is my professional opinion and with a reasonable degree of scientific certainty that the newly supplemented storm water drainage system will prevent from up to a 2" storm from running into the wetlands on and adjacent to the subject property. Respectfully, � F—D * «t 73'7S1" ( �F N Steven Affelt,AIA Great River,NY 11739 PO Box 762 Tele:(631)553-6333 steve.affelt@ginail,com Steven Affelt, AIA PO Box 762 Architecture Great River,NY 11739 Intelligent Design (631) 553-6333 Sustainable Building January 13,2022 TOWN OF SOUTHOLD Department of Buildings 54375 NY Route-25 Southold,NY 11971 Regarding: 2006 Gull Pond Ln Greenpoint,NY 11944 Section 35,Block 3,Lot 12.11 To Whom It May Concern, This letter is written to certify that the storm water drainage for the proposed swimming pool,spa,and auxiliary structure installation has been reviewed and designed to retain a storm of up to 2"of rain. The existing system shall be modified as specified in the site drainage plan and supplemented as depicted. It is my professional opinion and with a reasonable degree of scientific certainty that the newly supplemented storm water drainage system will prevent from up to a 2" storm from running into the wetlands on and adjacent to the subject property. Respectfully, f�S,P,ED A� ' t DEC 1 2'0' 7A� OF NS r Steven Affelt,AIA Great River,NY 11739 PO Box 762 Tele:(631)553-6333 steve.affelt@gmail.com Town Hall Annex µ ��' �Q� Telephone(631)765-1802 631 54375 Main Road � ^� µ, Fax( )765-9502 P. O. Box 1179 � Southold, NY 11971-0959 � d BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION RE-ENGINEI RED WOOD CONSTRUCTION AND/OR TIMBER CONSTRICTION Date: .........Owner: KAREN ADLERPRESIDENT).. . .(PRESIDENT); PASQUALE VARDARO (VICE MmN Location of Property: 2006 GULL~POND LANE, GREENPORT, NY 11944 „ - .. Please take notice that the (check applicable line): X New commercial or residential structure 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) w......._....µµ_ M Pre-engineered wood construction (PW) w 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 (FIR) Signature: .- ..- w._ . ..._.. __.... ._...... .ww_..._.................._.......����....... ........__.�...._........ ., .�............_......._ .._.__......u.....w. ... _ Name (person submitting this form): Capacity check applicable line P Y( PP :) X Owner _...... Owner representative TrussReg15.docx Effective 1/1/2015 v� arm �+'rXn dNYNn/<1p 1rr,:YMrkri�#'Fi�ai�'k11ii17J"'T",�i"ll N7Y�1'r�;.(tER'MW7Y 9k�lbtl lPV rN"91S IrrWN 1i1K1.Lfr dl�rvUfiJllf'.WT .. .., ..„, .,. __, �m BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 10685 DATE: OCTOIIER 16 2024 ` ! ISSUED TO: KP REALTY OF GREENPORT CORP. I. PROPERTY ADDRESS: 2006 GULL POND LANE GREENPORT �h SCTM# 1000-35-3-1.2.1.1 r, y r AUTHORIZATION I accordance wait the Resolution of the Itcaar4i of Trustees adopted Code of the Town of Southold and in to the provisions of Chapter 275 of the To at ti�te meetiltg held oil Novembr lKI and in consideration of application fee in the surtt of' LLVOQ,ltaicl by: L L y"C) tK C NPQRR 1,mm4m BE and subJect to the 1 enns and Conditions as Mated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: N 4 Wetland Permit for removing 1,108sq.1t. of existing grade-level masonry patio and ° 17sq.ft. area of landscape retaining walls; construct 736 sf of"upper" masonry patio, 18.5' x 46' swimming pool with 50 sf hot tub,410 sf of"lower" grade-level masonry ° pool patio, and associated steps and planters; construct 18' x 23.5' roofed-over open accessory structure, consisting of unenclosed, covered patio (to remain unenclosed), stone wall for outdoor fireplace, outdoor kitchen, and 16.33' x 21.84' subfloor/basement for pool equipment/storage; remove 34 if of existing stone retaining wall and construct +31.51f of new +2.7-ft high stone retaining wall; and to establish and perpetually maintain a 50-foot wide non-disturbance/non-fertilization buffer adjacent to wetlands boundary, replacing approximately 3,850 sf of existing lawn with native plantings and oar allowing for 4-foot wide cleared access path; all as depicted on the site plan prepared by Thomas Peter Domanico Architect, received on October 16, 2024, and stamped approved on October 16, 2024. / IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. af FO —...n_ ..... 14 4yy, "r k":r,n9l.Yrd,a�an..auw°✓,r,r,i ,efK�,k'rvil//4 14M1 � I„"r'r /�� ''ba ha,kl/��i;-m„�r,,,, la/rrr; i 4 w'r'!r , i aN ;„a, ~�., �"" '��° Fr r» .�, W,"'" ��m"''�' �,�/ y�,6"�f, �� �h ,.,,.,„a;�',^W~ ,�wv✓ w µr;..w �'rn .7' nlpl „I {drv ���,rw 'TkW'm,�"��5 ''* ��"^,�" ,", k, ,,«,ry;. qry h ,r WI „ .,^ ��,,,, �rH r `�, r `m � Rr ^ � w r✓,n„ v g rq, C kn i y";`d ro � �G»�,,,„� RF»w•. ,.. vM r�rr, ,.,,.,,. ,; rIa ,6' aw '� ,.., ,�,�, .m»gar, W V"�„ra;rl. •-' �„�r..a ;re,M ;, ,�� ;laa�.p��"�'��s�..C'ww «,^-a ;..F 'W r .�� � ac ar,. ,^wy,�«,,,a�Xp� �"��6,,. o,i,�, f a W'Msm�� ,� g'.w•aVW', g °�,F„,,:,~', Bmnv�,., S,W�rna�";;a" ",�, ;„ "°., ,wow �M"Wa,���;�'� """r' ""aarr•,Y„k',qn mµVa�� Iar�/ r;d'a win/ wow.,,✓'»� �' F/ .� a�,;r:�r ly,,�M.+f�w F�w�� �W � urr fiurau;�,� �ct�"�,„y.W,r TERMS AND CONDITIONS The Permittee KP REALTY O CRE NORTCl 006 Gull P n a t,5rq !1Rp m y ______..................................................................... York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the T own of Southold are released 15rom any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. T That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. M That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. I L No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. NEW,'YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook.50 Circle Road.Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov July 5t", 2022 Karen Adler Adler Property 2006 Gull Pond Lane Greenport, NY 11801 Re: NYSDEC# 1-4738-04088/00004 Adler Property: 2006 Gull Pond Lane, Greenport, NY 11944 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address.This permit must always be kept available on the premises of the facility. Also enclosed please find a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Torey K. Kouril Environmental Analyst Enclosures TKK/file cc: NYSDEC-BMHP KP Realty of Greenport i<WVDRK De artmentof . A, Environmental Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC To 1-4738-04088 PERMIT Under the Environmental Conservation Law. 1� :!=�) Permittee and Facility Information Permit Issued To: Facility: KAREN ADLER ADLER PROPERTY 2006 GULL POND LN 2006 GULL POND LN11000-35-3-12.11 GREENPORT,NY 11944 GREENPORT,NY 11944 Facility Location: in SOUTHOLD in SUF717OLK.COUNTY Village: Greenport Facility principal Reference Point: NYTM-[-',: 722.328 NYTM-N: 4554.716 Latitude: 41*06'47.9" Longitude: 72'21'07,3" Project Location: 2006 Gull Pond Lane, Greenport,NY 11944 Authorized Activity: Construct a new 18 foot by 46 foot swimming pool with a surrounding patio and associated accessory structures including a 8 foot by 8 foot pool spa, planters, and various steps. All work shall be done in strict conformance with the attached plans prepared by Platinum Site Development Inc., last revised 06/01/2022,and stamped "NYSDEC Approved" on 07/05/2022. Note. Based on the information you submitted,the New York State Department of Environmental o-n-s—ervation has determined that the work shown on the above refrenced approved plans, is located more than 100 feet from DEC regulated f�resliwater,wetlatids.,rherefot-c, no Freshwater Wetlands permit is required pursuant to the Freshwater Wetlands Act(Article 24) and its' implementing regulations (6NYCRR Part 663)to carry out this project. Permit Authorizations .......... µ.�.. .�..�...�.�.....�_.. Tidal Wetlands-Under Article 25 Permit ID 1-4738-04088/00004 New Permit Effective Date: 7/5/2022 Expiration Date: 7/4/2027 NYSDEC Approval By acceptance of this permit,the perinittee agrees that the permit is contingent uPoll strict compliance with the ECL,all applicable regulations, and all conditions included as part of this permit. Permit Administrator:KEVIN A KISPERT, Deputy Permit Administrator Address: NYSDEC Region I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 4 7 Date Authorized Signature: . ....... Page 1 of 6 NEWYORK Department of 4 STATE OF OPPORTUNITY.. Environmentat Conservation NOTICE i i Iment of Environmental Conservation (DEC) has issued irsuant to the Environmental Conservation Law for work being at this site. For further information regarding the nature and ork approved and any Departmental conditions on it, contact it Permit Administrator listed below. Please refer to the permit )wn when contacting the DEC. Regionai Permit Administrator SUSAN ACKERMAN s 1 a NOTE: This notice is NOT a permit A-�-,�ssops GENERAL CONSTRUCTION NOTES r of e c 12. Provide clearance in form face of concrete as follows: MAP OF •FORDHAM ACRES - SECTION ONE PR6POSED I. All work shall be performed in accordance with all state, Slabs 5/4" #3519 DRAWING / N D E X municipal and local zoning and building codes and ordinances Beams 1-112 POOL, PATIO AND have jurisdiction and best standards of construction practice. Footings 3" LOT 1 Sheet Description All concrete Surfaces ROOFE D OVER PATIO 2. The builder shall verify all conditions and dimensions on which are to be exposed to � A-i PLOT PLAN, GENERAL NOTES, ZONING DATA these plans with those at the 51te. Any d►screpancies must be weather 2" 2 0 0 6 GULL POND ROAD A-2 DEMCLITICN PLAN brought to the attention of the Architect prior to the 13. All principle footings shall bear on ground having minimum A-3 PARTIAL SITE PLAN commencement of construction. The contractor shall be allowable bearing capacity of 2 tons per 5q. ft. Elevations of GREENPOPT responsible for corrections not reported once he, has Started bottoms of footings shown on plan are for estimate purposes and O A-4 BASEMENT,GRCUND FL. 4 RCCF PLANS work, except for hidden job conditions where applicable. Shall be, adjusted to the required bearing strata as found upon a NEWYORK, ��944 A-5 ELEvATICN5 14. Shop connection to be 3/4" diameter machine bolts. Field 3. The builder shall guarantee oil materials and workmanship connections to be 5/4" diameter A30.7 bolts, unless otherwise SCTM#1000-35-3-12. 11. A-6 SECTIONS 4 DETAILS on the job for a period of one year from the date of completion. noted. All columns connections shall be, made with minimum 5/4" OR40HA-, NAILING SCHEDULE 4 DETAILS diameter height strength bolts, unless otherwise noted or shown. 10 4. Plot Plan data is as Indicated on survey provided by owner 15. Slabs shall be cast monolithically, and Shall be finished as o 10'TRAFFIC 61-A6 and shall prevail. Plot Plan by Architect Is merely schematic. per specifications. 16. Exposed edges of concrete to have chamfer. 9� Lip cc /���r�� 5. New construction is to be staked out and all required set JE 'Yr ?4.Asabacks are to be field checked and approved by a licensed <. 1000NC surveyor prior:to commencement of construction. MECHAN.IGAL/ELEGTRICAL NOTESI. Heating shall be, designed to provide 70 degrees F with6. Provide .25 aluminum termite shield at all perimeter sills qn outdoor conditions of 0 degrees,F and a 15 MPH wind. °� ®®® ®concrete foundation. 2. Air conditioning unit to be self contained and be designed as ®®® ®-7. All wood framing resting on steel Shall be connected with follows: ®®® ®G.I. anchors each one. A) Out door design temperatures shalI be based on current 12®®®A.5.H.R.A.E. temperatures at 2 1/2% frequency WM. ®®®® cl. All framing lumber 5ha11 be Douglas Fir No. 1 d 2 B) Indoor deli n shall be based on 70 D.B. and 5090 R.H. for PLAN OF construction grade Flo = 825 p.S.t. minimum and E = 1,400,000 summer and -73gfor winter. �� m _�'- �'-4' �r1_ ORS U44TLR STORM DRAIN WELL-(A) T T; Rev. Date Description minimum. Unless otherwise specified by Architect. 3. All electrical work to be, in accordance with the N.Y.B.F.U. Gin ELEVATION O1' STORM DRAIN RING 1 11/13/23 UPDATE BUFFER N^TE NOTE: rules and regulations and a N.Y.B.F.U. certificate is to be o STORM DRAIN WELL-(A) nr� rC�riitYBsuBsrrn�r�n 10. Double joist under all partitions parallel to framing. NOTE: Provide double header joists at all o enln s. presented to the owner at the completion of the job. �� �_� � TOP ELEVATION VARIES VERIFY WITH PLANS 2 1/21/24 REDUCE ROOFED OVER PATIO p g UNDERGROUND II. Rafter heel cuts shall not exceed 4". Where oats are 4. All bathrooms Shown without windows to be mechanically 10 o UTILITIES C j ll ��, REQUIRED VOLUME ACCESSORY STRUCTURE 3 CE3/O2/24 REDUCE ROOFED OVER PATI.. notched to headers, as to reduce the depth of beam, only bridle ventilated as per N.Y.S. Code. - cp O o 5. Fire laces to have fresh air Intake and tempered lass door �,� OQ RUN OF DRAIN WELL 4 1071/24 REDUCE PCCL irons or metal connectors are to be, used. P P 9 D.W.No AREA RAINFALL AREA FACTOR REQUIRED DIM:DIAxHIGH �QUANTITY PROVIDED as per N.Y.S. Code. 5 1C/14/24 ADD NOTES PER TRUSTEES 12. All joists shall have a I" x 4" wood cross bridging B'-D" on 3/12 center maximum or solid bridging. IMPORTANT NOTES 1 423 SF 1•0 i0& CF �ING: 61-01IX51-0 o „ I. The builder iS responsible for all construction means Q� 25 �- �>>•�� CF = 111.(05 CF - _ - e All exterior walls to be 2 x 4 or 2 x 6 studs at 16 o.c. methods techniques, sequences of procedure and for all safety except as noted. precautions 4 programs in connection with the work on this job. ' 14. All wall and roof sheathing shall be 1/2 GDX plywood unless 2. The builder 4/or owner agrees to assume 8 does hear by LAND N/F N otherwise noted. assume all liability for and shall and does here by agree to �\� OF !I Ld m a 15. Sub-flooring shall be, 3/4" "GDX" plywood sheathing. indemnify and save harmless the Architect against J 00 Finish flooring shall be any and all loss cost, charge, or damage arising from Injuries P�\ Z WILLIAM S. CLAUDIO JR. W o,� 0 0 either the or carpet or as specified on plans U.O.N. sustained by mechanics, laborers, workmen, or by any persons gyp\`\ OF `�Q �[ z �, PILING 16. Gypsum board on walls and ceilings to be U.5. gypsum 1/2" what so ever whether employed In and about the Said work or S O ,[ N 0 41 0 otherwise reasons or an accidents damages or in urfes APPROXIMATELY 3�350 SQ FT OF ►� with all joints taped and Spackle, 3 coat job. M.R. a baths. y g j P EXISTING LAWN TO BE PLANTED i z torts or trespassers happening In and about or In any way p\ Q0 C) v .. � WITH NATIVE NEGATION 1 �0 1 1'I. New construction to comply with NY5 Energy Cons. Gode incident to or by reason of the doing off sold work Including - N 15. Provide G" R-30 fill thick insulation in all exposed floor cost, counselors and all expenses of defense. ��( � ' � I This Site plan is in no way �' PROJECT 3. The builder shall carry Workmen's Compensation, �, - �,/ intended to establish, change or �q PROPOSED // Mo otherwise address the permit D IQ. Insulation In roof Shall be 10" thick R-30 or as noted: in Disability and Public Liability Insurance. rn / ;; 0.5' �10 p W POOL PATIO AND walls 5-1/2" R-21 or 3-1/2 R-15 and in floors 2" thick rigid j/ -' ;�% .Fr'� Status of the existing dock Or any Insulation. All insulation except rigid Insulation shall be 0 3$ ( ✓ ;� ji other existing structures unrelated o ROOFED OVER PATIO foil faced bait Insulation, add or reinsvlate exposed existing �j FENCE /, / 71 71 p g ,��• U, ENc�oS�RE z' , t / to the proposed structures areas as required to match new protection, unless otherwise -I� "- ----- _-___-_-_- �!G� oo� \ %/ "� depicted hereon. 20o6 GULL POND ROAD 20. All windows and doors shall have Insulatin lass and ���� P �S $ r3' DIA x 4' DEE \ �' GREENPORT screens,tem ered Insulatin lass in all sliding doors, tempered FG J DRY WELL FOR ' 6' CATYdALK 4' RAMP 6' FLOATING DOCK areas U.O.N. g g \��� W fn N i �� POOL & SPA o NEW YORK, 11944 o / FIRM ZONE X � . I 1� ' lass In all shower doors and all fixed lass adjacent to > D 9 9 j CD m N /,� SCTM # 1000-35-3-12.11. openings or to floor level, in accordance with NY5 Code. 0� 0.7'N ,d �_�� '4•0• �i a i j�'-r //, c 21. All habitable spore, to have 8% floor area in lass area, and /2.3'N 4% of floor area as operable sash as per Code m S.T. N : �?`` :` :T / x o' 0 noted. O O �r.'10.0'......... a:•::•::: :.;:•:::;:;•:•:•:... 20'-s• z /; i , ................ 22. A single 5tatton smoke detector alarm device shall be x- �, m 4.9;:•;:;::;;:•:;:•::•::;; ;?;:>;;: :: o Low ,� o / ' d"r'/t" / Uj Teo MAS m'.N < �roN STONE PAT c,� �, ` - , ; ; o fl, - EXISTING VEGETATION TO REM IN cent to the 5leeain 5oace5 in o. E to Installed on the ceilin adjacent - Qw ;; O ? x �j.o � w g j � g � 1 U COLUMN .... .7 � a GRADE ;. 1 � / `' , accordance with Code,. ;g' ' V O m LP a1.4 o �.E''S� F ' cr /ia r"'.' /' . z 9 L , N PETER W R �3 O / i a W 0 splash o , r a utters to d r wells or la rs and :� :<?�:'�'�23. All storm water leaders •••••••••••• g y p x )<LJ // .- ;;r v w TIDAL WETLANDS BOUNDARY ,ri.' QW N i r - l� U Q r D o MAN 2 '- i CO 0 cp , r a-- I Q ...............::::::::.:::::.:::::.::::•. .......................: � I N � a x /,�.'.//'. �"./ : ?� � ALONG TOE OF STONE ARMOR N RI::::: :•:.'•:•::::`:::•:::::::•:•::::•:: ::is :::..:::�:':'::::�::i 3 EXISTING PERMEABLE :::::� R 24. Provide 16 oz. Copper or Aluminum flashing where required at � � W�. J o � w, /�r '„ , ./ . AS DETERMINED BY EN-CONSULTANTS Pp 9 q / 5 0 J /In - W , ' z ,GRAVE ��5•••••••°•�:i , z L D �,� RIVEW Y A k windows, doors, roofs, chimne s, etc. / :::::::: ...........4.0' _ / r I�': ARCHITECT y U ::......:....:.:.....:•c> _ w t o I Q o/o //� SEPT. 7 2022 FE. 2.4'E J o e_ i� /i ;� ;"ti I .... ............ 25. Provide positive ventilation of all roof and attic area MON. \, } m SUER �....;;:..': 2:S1Y FRAME.'>': ': '"o` � - Q o �;> , LATE :::::: ::::::.:;: / m z 10 ,w /f , / LIMIT OF PROPOSED 50 WIDE 108 MERRICK ROAD whether specifically Indicated on the Architect's drawings or \, z � ..;,.•..,. ,...,;.:,,....��VELLING ::;?::;': ` :' N�/ o ,� I Q, a �,-u ;� i` /,. f/: � o LL.W l /. 1' /, not specifically indicated. b STO E® ROOF 5:5'•;::;;::.:::::: :y:::::::::FFL ..... .:.....::::;:::::;:::.: .:,:. NON-DISTURBANCE NONFERTILIZATION BUFFER LYNBROOK N.Y. 11563 � P y - o COL MN CRA 5..:......................:.0 0 e' :-a � /- e , ;, O / � � OVER>TANG WL / 1 ,/ r. 26. All wood �ru5ses shall be, installed as per manufacturers PHONE 516 887 7147 6' 1,� EL : ': ::.:.N Q o (PROPOSED EDGE OF LAWN) s eciffcation5 orid instructions. "v::::::?::' '; t:i:2::: i:::':•'•?:.:::?: ?:::i::::.:... N /-sa c�i 1 / 9.s' o W c„ CLIENT �blocKs. A �� FIRM ONE X �y;:• : :•:;::•::::;•::;•::•:::;:::;:•:::;•::;:;::•:;::;::::---------- W W I o o I -j 2-1. All micro=-iam beams shall be installed as er manufacturer's ` '� .... Z o c �� o � o W cn � � � f� w L0 io W ,r , FI M Z it•. � ONE 0 '��??'�-•v::• o a / / 0 X 2� � \ CHA CE ANNUAL o �.. ' W > � � , w •�:� e- I � I � TIDAL WETL ANDS LANDS ns. = N BOUNDARY specifications and Instructions. o • / .23:.: :.. : Ld :. cn cn or cn a z CD / ,,� Q N•:: ::....::•:.;::;•::;•:•:::::::•:•:;:::;: ;;:•:•: rL►- a� •. a z /� '/,I AS DELINEATED BY EN-CONSULTANTS 28. Architect has not been retained to su ervise this HY ;::•::o'::::;•;::;::::::.:.:...............................:: 7. ..;:::.:: :.:::.::.:::::::•::::.:::::....::.::::::::::•. w LU aM _ /- w p '.:::i::;•:i...........:::::::::.^ :::::::.:;;::.i::::::•:.r: a o W O r. x / SEPT. FoN W /�1 z 7, 2022 construction :N::• :.....::::::::•;:::::•:•:::::::•:::::•::•::•::`:".:;`:::;:':':;` APP a� i �q/Aut �. , � 0':•:::::...:::•::::::•:•::::..•:::•• E:•::;::::;•::•:•::::::::•:::;•::;:::..::::::::: :::::•:::.:AREA OF SLA a aQ 73 3S�, � /_ a /; N 2cl. Do not scale the drawn 5. '� :::;,2..::::::::::.:::::,;,,,•:.• pG • :::::::::::::•::::::::,:•::.::::•:.::::: TE EL 15l33 /, ,� +. 2006 GULL POND ROAD 9 _ .........GPR . ... .LANDSCAPER - .o / :::;•::: ::?:::::::: ``.:::........... 4';:;`. : :?:..:....:`. ::::::•:: ET. yy ...... :.:... t. a_ / /. 30. The builder is res onsible, to locate all utilities prior ::::.:::.:::•::;:•;:•:::::::::::::::::: ::::::;•;:•::::::•::•::•;:• ::;:::::::::.:::::::::::.Tg...BE :...ALES:.:::.. - - / N //• ',I GREENPORT :::• ................:.......::GF.::::::::::::::::::::•::.::::::.::::•;::::::;:;':.:::::: MOVED ....:.:::::::::::•::•::•:: ,; p p ��FIRM a / /� / i, � to commencement of work. ONE .:.::..::::�: / NE o::::::::.:::: ::: :::::;:•;;:;::;:;::.;:•::;::;•::::::.:::::::::::. :::..: :.::•::•::::::.:::......:•::::;:::.:::.:::::::::•:::::::.;: W YORK 11 LAND N F I�IDARY LINE o, : : . . .�::: ....................9.....:•::::::::::::::::::::::::::.�:: :: __ � �• 51. All micro-lam beams shall be instal led ce er manufacturer 5 / FE.1.2 E :•:::::.....:::::::::::::::::::::::::::::::::::::•::; ::::::::::::.::.::::.::::::::.::. ti•:• -�� 1 ` p STONE -. ./, r 5pecificatton5 and instructions. OF MOH. :�2.0 ...:....o,:_:.........,.,....:..•.:•: K �W P - o o 5 / / �^ SCTM # 1000-35-3-12.11. 0.1'W 1� �:::....: Qa�C VN1ZS GEM• U I s R s E 16.0 '� ro'-o- STEEL/CONCRETE NOTES FYNE INSTRUMENT CORP. ,� - �; 5 4' a ,; ; I. Assumed 5otl bearing capacity, 1.5 ton per square foot subject Co�CP j _ pp�� o z to inspection and verification. Shoo `- TW 1D.0 MON \_ L '�tA01 p 1� .�e---- NOTES, PLOT PLAN 2. All footings to be carried down to undisturbed Soil, no FIRM ZO �( - • r ', r /'� ; EXISTING EDGE OF LAWN TO 8E LOCATED ZONING DATA.TW 1 o.O -✓� /, / �1' A 0 0.2% E-DANCE q --� � : r/� ' footing shall be height or lower than a 30 degree angle form �''�L00 - JI taw 6.8 ® /�/ -'/^ /i ; %a LANDWARD OF 50' BUFFER �_ L WALL / %' / / FENCE & TABLES any other footing. Step footings a maximum of 30 degrees. ` �O �' 3 0 3NSE :-;� 0.2'P��' Footing to be 3'-0" minimum below adjacent grade. � � '��v ' , j � U�- 1700 "� O O �� CHAIN LINK FENC -- _ ON 3. All concrete to be a 1:2:4:mix 3500 lb. concrete unless ,� /" �� PROPOSED 1 B x23.5 ROOFED OVER otherwise noted. Foundation wall shall extend a minimum of 6" O FE.0.5 N OPEN PATIO ACCESSORY STRUCTURE FOUNDATION 6 x 5 MEP 1 �:7. Q4 o.5'E/ 5O WITH STONE WALL FOR OUTDOOR WALL D Y WELL FOR above finished grade. All work to be, done in accordance with 10 A.G.I. standards. FIREPLACE AND 16.33'x 21 .84' A CESSORY `� Tv 10.3 s ` SUBFLOOR / BASEMENT FOR POOL S UCTURE % FIRM ZONE 4. Anchor bolts to be 5/8 dia. x 18 long with hooked ends, MOH. W 9.8 EQUIPMENT / STORAGE BOUNDARY LINE LOT PLAN " " 1.5'N LAND N F FIRM ZONE X with maximum spacing 3'-0" o.c. doubled at corners. OF / TO REMAIN UNENCLOSED 0.2% CHANCE ANNUAL FEMA AP#36103C0176H EFF. 09/25/2009 A-1 5CALE: 111=201-0"I 5. All steel columns to have top and base plates and be set with PATRICIA F. & THOMAS E. KRAUS FLOOD 41 ,000 S.F. OR 0.94 ACRES high strength grout for leveling purposes. AREA OF LOT PROJECT LIMITING FENCE 9,728 SF 6. All columns (unless otherwise noted or shown) shall be NYSDEC LOT COVERAGE ZONING DATA R - 80 furnished with two 514" anchor bolt settings. CUT AND FILL, CALCULATIONS ADJACENT AREA (WITHIN 300' OF WETLANDS BOUNDARM: 37,397 S.F. or 0.86 ACRES ITI'm REQUIRED EXISTING PROPOSED -i. All reinforcing bars shall be deformed bars of new billet LOT SIZE 41,C00 5C.F.T NC CHANGE Steel conforming to ASTM A615 grade 60. [TEnI Ai\IOUNT [T'E�t EXISTING PlzoPOSI�D Pro: Arch,; T Chk'd by: TP USE NE FAMILY RESIDENCE ONE FAMILY RESIDENCE NO CHANGE Date: .21.23 Drawn by: JDM C[T'I' LOWER PATIO 11C CUBIC FT LOT SIZE 41,OCO SCF.T NO CHANGE &. The builder shall verify dimensions and location of all ADJACENT AREA 31,391 SF HEIGHT ACCESSORY 22 FT. 18 FT. openings, pipe sleeves, anchor bolts, etc. as required by all Scale: 5 N TED p 4194 SF. EXIST. DWELLING 41e4 SF. LOT COVERAGE MAX. 2C'ro DWELLING 4,194 SF. trades before all concrete is poured. I'[Ll., UPPER PATIO 345 CUBIC FT EX15T. DWELLING = 4194 5P. LOT COVERAGE DWELLING CF ROOF OVER PCRCHS = 119 S.F. Project P 2�L2 -21 OWER PATIO 310 CUBIC FT ROOF OVER PORCH5 = lie 5F. EXIST. ROCF OVER PCRCHS = � XIST. RCCF OVER PCRCH5 = 119 SP. q. Concrete work shall conform to the Building Code, 119 SP. BUILDABLE LAND SECOND STY BALG. = 228 S.F.5 RETAINING WALL 200 CUBIC FT SECOND STY BALC. = 228 S.F. EXIST. SECOND STY BALCCidY= 228 5F. EXIST. SECOND STY BALCCNY= 228 5P. requirements for reinforced concrete of the American Concrete 38,124 5F PRCPCSED POOL = 821 S.F. TOTAL 855 CUBIC FT PATIO = 1,iC'8 S.F. PROPOSED POOL = 821 SF. 1,1448 5F. PR^PCSED HOT TUB - 5C S.F. i' f''`r t..,. .;;.>. Institute (AGI 318). latest edition. PROPOSED HCT•TUB = 50 S.F. �"�. ,- ..,-.- ACC1sSSnRY BLDG 1��O CUBIC FT PRCPCSED UPPER PATIO - 136 SF. PRCPC5ED RCCF OVER PATIC= 423 S.F. ;U, 10. The builder Shall install (and give other trades ample FXCAVATION PRCPCSED LOWER PATIC5 410 5F. PROPOSED UPPER PATIO = 136 S.F. ''%� / 1: opportunity to Install) all anchors, bolts, plates, nailers, PRCPCSED ROOFED OVER PATIO = 423 S.F. :^A` {J � � A- 1 slots, chases, pipe sleeves, etc, as required by other trades. Pnnl 14O CUBIC FT TOTAL = 5�01 SP. OR 9a13.43 1 TOTAL 1641 SP. GR 2�.45�o TOTAL = 1231.0 SF. OR 1863% O C� ;4-I I.XCANIAT[()N TOTAL - 6,30S SF. OR 16.299e i .;": i 11. The builder shall verify ail dimensions before setting ACCI?SSORY STRUCTUtzls TRUCKED ee5 CUBIC FEET OR 185 CUBIC YARD I screen and forms. Reinforcing Shall be securely tied in its - _�-�^��•'�'��%�'',`,,� � proper place before and during casting ope.ratfon, using ()tIII SITE SIDE YARD S.B. 15 FT. 15.15 FT approved chairs and spacers as required. ACCESSORY STRUCTURE 15 FT _ REAR YARD S.B. 84.0 FT. 2 I I I I . I I I I PATIO COVERED PATIO PATIO I I I I I I PROJECTION OF2nd. STY. DECK ------------------------------------------------------------------------------------------------------- 2 Rev. Date Description Qi 062.24 PROJECT ROOFED STRUCTURE 196 GLEN POND ROAD NEW YORK, 11944 T OMAC LEGEND D OMAN C O 0 REMCVE EXIST. RETAINING WALLS ARCHITECT © REMcVE EXIST. STEPS 108 MIE]fRR)1CK ROAD ® REMCVE EXIST. PATIO ]LYNBROOK, N.Y. 11563 )PHONE S516) 887-7147 thomasoananicora®aol.coan CLIENT DEMO SITE PLAN VARDAR O RESIDENCE SCALE: 1%'=1'-C' 196o GULL POND ROAD GREENPORT NEW YORK, 11944 DEMOLITION PLAN Proj. Arch TD Chk'd by. TD Date: 12.14.20 Drawn by: JDM Scale: 5 NCTED Project: �020-21 Sheet No. fill -2 I /1 I i I 1 I I ' lie N tr I %P lY 41 N 41 I I 4 � 1 N I I � y I I an I I N 41 40 �- Ir 12, „ I , I � � I � I I 1 1 I 23'-C' I I y I I y I �'-1 1/2" 4(o'-ool ' I I � I I � I I I1 Rev. Date Description O 00.02.24 REDUCE STRUCTURE T.O.W. I EL 12.2' I � PROJECT 1 ROOFED STRUCTURE I I NEW 12' RE INF-' RCED 1 RETAINING WA 96o GULL POND ROAD GREENPORT NEW YORK, 11944 I I � I T.o.w IEL 122' I � I T. O M.A.S s, I I DOML NICO m. I I ARCHITECT I 108 ME RRICK ROAD LYNBROO E{, N.Y. 11563 DRONE (516) 887-7947 thomasdomanicora@aol.coxn � I I ( CLIENT I PARTIAL SITE PLAN UARDARO RESIDENCE I 9 SCALE: 1/4"=1'-0' 1 6o GULL POND ROAD I , GREENPORT NEW YORK, 11944 I I I PARTIAL SITE PLAN I I . Pro. Arch: Thk'� I / C d by. TD Date: 12.14. 0 Drawn by: JDM I Scale: AS N TE Project:: 2020- 1 Sheet No. ' M I Y FINISHED i i (/ GRADE EL. 1133 i i i I i i 1 I EL. 1133 I I I 1 1 1 1 I TCW EL. 1�S' TCW EL. 15.6' 1 ' 1 1 1 �I I DN 1R �8 5EFCRE CCNC SEFCRE ccF IN 1 1 I 1 QC EL. 16.C' STAIR -- i TCW EL. 15.ro' r-- --'- -' 5EFCRE CCPING I I 1 — I TCW EL. 11.15' I ---J 36" HIGH GGUARD RAI SEFCRE CCPINCx ( 3�8' 1----- 1 _-------_ 1 PLANTER tfJ , ' 1 EL. 1.16�� 1 , EL. 1.16\ ' ' I ! `9 STRLNG-TIE 5THD14 �\ 1 �\ /i PF:CJ. CF RCCF C.H. II -- - -� _ - -=-----------------------------� -------------- 10' WIDE G.M.U. I 1 u1 I 1 11 EL. 16.0 / J. FCUNDATICN WALL 1 �-----_____W x18 ' _L_ ------ DATICN WALL TCW EL. 15.5' I I 1 -—-—-—-—-—-—--- —-—- -—- p \ / F——lDT2x27o _- -= =_ ----� I TCW EL. 15.5' ; 1"1 fC 61" EL. 1.5oil- I o0x i Rev. Date Description I I I i EL. 1333 I 1 ------ — W12x2(o - I 1'-8" WIDE x 1'-C' DEEP i \ /' 01 00.22.24 REDUCE STRUCTURE I 1 ---- --- I P.C. FCCTING I W/. 3-05 CCNTINUCS BARS 1 I 3'CCVERAGE MIN, I �a�. I t) 2'x6' TAIL,., 2'xB' R-R. 2'x&' R.R. 'x6' TAIL 3 A=3 A=3 i S' 6-r. " I (a 1816' C.C. a 16" C.G. 61/v' C.C. I r' C.C. PROJECT I I 2 x Cx 1(o C.C. 2'x6" C 'LL R JST sI& .C. 2"x6' CEILII`�lCx JST 016" C.C. I -- --- --�- I j U1 - - - - - - R FED STRUCTURE I I I �� GAS N N �, ' (' 196o GULL POND ROAD (1 FIREPLACE X I GREENPORT X C��m I I �I 0 r ol ► NEW YORK 11 01 . m I u.-1 r D �� 944 W12x26 a- I (YI NQ / Ef T 3 1 -b I I \o/ THOMAS , I w ' / \ PETER 1 ZA I I CCL ECUIPTMENT j A 1P> C x Z I . A- I I tll ( Ag 3 A I dJ ' I _� / x \ _ DOMANTCO tL A / ' I JJ7—=—_----�x26 - -_——__J I —i- W Sx18 1"(C A63 1 I I ----- --- - ----- - -- / \ \ A�C ITE C T L_ __ LYNBROOK, N.Y. 11563 1 PRCJ. CF RCCF C. . th NESa omanico7-7147 ra@aol.com , I I 1 U 6 CLIENT ZD;D WARDAR O RESIDENCE 1960 GULL POND ROAD GREENPORT NEW YORK, 11944 I I BASEMENT, GROUND FL. ' ROOF PLAN & ROOF PLANS SCALE: 114"=1'-c' I I I I IProj. Arch: TD Chk'd by: TD Date: jll 14.20 Drawn by: JDM Scale: 46 CTED ' BASEMENT PLAN GROUND FL. PLAN Project: 2 -21 SCALE: 1%'= SCALE: '%a'=1'-O" Sheet No. 1 'k i I Q6 oe-4... .... . ... N I I I I I f I I I I I 1 1 1 1 EL. 16.0 1 EL. 1(o o EL. Wo.0 a• _ I I i-----------I I 1 1- EL. 1333 ------------�� r I f n i ------------ 01 LOWER i GRA t I I I I I i {---------------- -i i 1 DI; €L. -5�-3�. I I 3 I 1 1 i--------------------1 � EL. 1133 I —I r------------------------ BASEMENT j�—(o'-5 1/2' 9'-�' (o'-5 1/2' �Y 23'-(o' BOTTOAf OF - I STAIRS TO �•� , I _i L BSMT - -—-—-—- -—- ------------------------ I J L� 1-- - -—-—- -—-—-—-—- --------I EL. 1.1ro 1 I I I I L-------------------------------------------------------------------------------f L__-------------------_---------------------------------------------------------J NORTH ELEVATION SCALE: 1/4'=1'-C' SOUTH ELEVATION SCALE: 1/4'=1'-C' Rev. Date Description 0 05,02.24 REDUCE STRUCTURE I PROJECT I ROOFED STRUCTURE 196o GULL POND ROAD GREENPORT i TCP CF RIDGE i NEW YORK, 11944 I 12- Q 6' 61 12' ro i i T H 0 MA S Xs DETER DOMA,..NIQ0 1-41 ARCHITECT I � f 108 M ERMCIK ROAD N.Y. PRONE ((516 887 77 6 ,t thornasdoxnanico>ra®aol.coxxi in CLIENT --------------------- --- - ARDARO RESIDE NCE 111 ________________-------------- --------------------- -----------------1fill - ---------------- ------------------------------ Ak POOL GRADE L----------------1 1 196o GULL POND ROAD �------ r-_j GREENPORT __________ ----------------I r--' NEW YORK, 11944 LOIPF•,'R GRtI_D_h'_ I I 1 I 1 ♦ I I I i i EL. 1133' 1 1-L--L ---------------L-j� ELEVATIONS --1-------------------------------------1. 1 A; I III I I 1 I I I 1 I I �—------u1 I — r---F=___--4-1 1 I I I i i r1----------- -I -I rJ L-I -------- I I I I I I I I----------------------------L----------------I L---------------I----------------------J----J ------------- I 1 ----------- I f WEST ELEVATION EAST ELEVATION `------- " SCALE: 1/4'=I'-C' Proj. Arch: kD Chkd by: TD Date: 12J,4,20 Drawn by: JDM Scale: AS k CT ) Project.- 2q2 -2 Sheet No. Ik - Ii SIMPSCN RIDGE STRAP RIDGE VENT •�16' GC W/ BAFFELS ASPHACLTNSHINUG•sLES N I 6 NAILS PER SHINGLE 3011 SAT FELT 2'xlo' ICE4 WATER SHELDiv RIDGE BEAM LCW END CF RCCFS TICE RIDGE Vxro' CCLLAR TIE 2 C(:�FMG RS a32 C.C. 1 ICE 4 WATER SHIELD I 12' 6 2'-01 I 12' --- ------ ;,'' Q 31/2 1 ,_J 1 PLATE LEVEL I------------- 1_ \ " T.L. +25.0' -- ------------- 1 1 m 4 I 1'x8' AZAK TRIM I 5' BAKED ENAMEL y GUTTER 4 LEADER SYSTEM 2'x12•' CLG. JST. ,Slro' C.G. R-30 INSULATICN I 1/2" GYPSUM BCARD I VINYL CLAD SIMPSCN H2B R VENTED SOFFITHURRICANE TIES 1 6 :1 CC R . ------------ --------- 2 4 C2) 2 x4 tCP PLATE . ` . . „ ' . WALL CCNSTRUCTICN CHANGING ROOM _� , SIDING MATCH EXISTING I I I ; 1/4 RiGID INSULATICN 5, . T� R �g7�NT - I '-------------------i s rSul"I IRJJA,L�SBGARD � I I I MCARD (THER) (MAX) 4' I =---------------------i-- TYVEC HCUSE WRAP ASE RDING I I i L----------------------------� ! i I I I r--------------------------- 5/8' 'CDX' EXTERICR PLYWCCD NCN-SLIP 2'x6' WCCD STUDS 616'0.C. R-15 INSULATION PORCELAIN FL. TILE _ EXTRA STRONG ------------------------------'---� i EXTERICR GYPSUM BCARD 05 Is 12, cc ; I STEEL PIPE CCL i -----------_-________- I I (T45 FINISH) 4x4/W2.3xW2.S WWF ---------a I I 23 1 6' �-----J SIMPSCN FCUNDATICN STRAP— 6' CONC. DECK 1 616' cc _ 2' CCM CSIT CK: 1 P pp I I FIRSTFL. LEVEL SEE DETAIL �GNEA-4 I ----J -- TCP CF SLAB 16.0' 1 -- W^CD SILL PLATE j I rY CONC.DECK BOTTOPr1 LEVEL • . I I 1 EL. -15.5' '------------- 4' POURED CCNCRETE FLCCR 2'x4' ACC SILL PLATES WITH TERMITE 1 SLAB W/ 6x6-1.4x1.4 WWF SHIELD AND SILL GASKET 5 L------- ' C RC BARRIER ETHYLENE RE INFCRCEMENT: FDTN. WALL/DECK 5/5' ANCHCR BCLTS 646' CC 05 IV 24'O.C. S 6 24'C.C. SECTION A-A SECTION 13-13 Rev. Date Description GRADE LEVEL @ 00.02.24 REDUCE STRUCTURE EL. -ro'-11" POOL EUIPMENT/ IC' G.M.U. BLOCK -75% SCLID DUR-WALL STORAGE 4 DUR-WALL TRIRCD TRUSS CR BASEMENT LADDER TYPE REINFORCING W/INSUL. GRIP HEAVY D1UTY3/1IIIGIITUUDINALL FILL CELL SCLID PROJECT 4 g-GAUGE CRC65 WIRE 1 ' CN CENTER (TYP.) ' POURED CCNCRETE FLCCR MASTIC DAMPRC.CFING SLAB W/ 6x6-1.4xIA WU� ROOFED STRUCTURE CR ECUAI OVER 6 MIL. PcLYETHYLENE 1g6o GULL POND ROAD BASEMENT LEVEL VAPOR BARRIER EL- 15' IV GREENPORT NEW YORK, 11944 1'-10' WIDE x 1'-V DEEP ° P.C. FCCTING 1 W/. 3-05 CCNTINUCS BARS ° PRE-MCLDED d; 3'CCVERAGE MIN. EXPANSICN JCINT ®�/` /` N I 1!'1 t�.. 4 CRUSHED STCNE I PETER SET cN CCMPACT FILL CCMPACTED TC g5% D O MANI C O WALL SECTION (TYP-) RRR A C ��T� C'�2 4 /2 2 SCALE: _ -C I 108 MERRICK ROAD 1/2 LYNBROOK, N.Y. 11563 PHONE (516) 887-7147 i thomasdomanicoraftol coan J' ; I 1/2R CLIENT i I VA.RDAR O RESIDENCE i #5 BARS a 12" CC I I I 3/4' A3c6 BELT I 196o GULL POND ROAD 1 i ; I 3/4" 1" I GREENPORT I NEW YORK, 11944 4CC'C PSI CCNCRETE I I 8' 4— , 1 R :• x4/2.3x2.9 WWF 'Q LL� I I I 'L `q � •,. .w' • • :e • ,' : '. •• SECTIONS & DETAILS .P SLAB DEPTH i : •2' 16 -G,4UGT= '•: CCMPCSITE DECK '"LSJt D TYP. I i i i I �4 _ O; O 5 STUD PER BEAM i i SCUT BLUE STCNE DURc WALL EVERY CTHER - - - a 2' 4 1/2" 2' Hi I -y CCURSE a ax . e I x \ .. e' 05 BARS 24' CC :a i a e • . . d.; o L N I\A 2 COMPOSITE DECK Proj. Arch: , TD Chk'd by: TD �-6 SCALE: /4'=1'-C' Date: 12.14.20 Drawn by: JDM 3 WOOD COLUMN 3 STEEL PLATE & COLUMN Scale: S N^TED A- Project: CC-SCALE: 3/4'=1'-O' A- SCALE: 3/4'=I1-CR �,r "� Sheet No. SHEAR WALL NCHCR BCLT W/. LBP (2020 NYS RESIDENTIAL CODE ) MINIMUN UNIFORMLY DISTRIBUTED LIVE DC?UBLE 2X STUD 4T_C"CC TABLE R3O1.5 LOADS IN POUNDS SQ.FT. WOOD FRAME CONSTRUCTION MANUAL 2018 HIGH WIND EDITION HOLD-DOWNS ) 0 TO p 51MPSCN HDU BP BEARiNCx USE LIVE LOAD ( D M I N U 1•I N MANUAL) RA S Eft AN��Oft CEId IN �IQUI ENTiENTS�EX TEU LA7FgRAL 2018 HIGH WIND EDITION WFCM TABLE 3. A FIEAR NNEC71 R S RE SCALE: N.T.S 7 UNINHABITABLE ATTICS WITHOUT STORAGE 1p OOF HOCKED ANCHCiR B T �'PLATE BCLT ° UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 12 24 AN 36 700-YR. WIND SPEED 3-SECOND GUST (MPH) 115 120 130 140 MIN. 12' PENETRATION DIAMETER (1� HABITABLE ATTICS AND ATTICS SERVED WITH A FIXED STAIR 30 1 UV 1 Lo 1 4 B 2N PER E L J I RAFTER/CEILING JOIST "UMOX NAILS 70ENAILED REQUIRED IN EA. INTC FCUNDATICN -( 1' r1 BALCONIES (EXTERIOR) AND DECKS 40 SPACING (IN) WALL HEIGHT (FT) RAFTER AND OR CEILING JOIST • �� °° + T 12 3 6 9 1a,3 &' MINIMUM '' ` ! . ~� 2' 0 FIRE ESCAPES 40 3:12 16 4 II 12 8 2 2 2 3 EMBEDMENT • • • GUARDS & HANDRAILS 200 24 6 12 18 10 2 2 2 3 o' S 10 14 12 v' O GUARD IN-FILL COMPONENTS 50 12 3 5 7 77 i3 ... .` 2 2 3 311177 PASSENGER VEHICLE GARAGES 5p 4:12 1 g 2 4 7 11 �`�10 `; ;: II ° o ROOMS OTHER THAN SLEEPING ROOMS 40 24 5 9 13 24 8 3 3 4 5 I, ' DETAIL O F SLEEPING ROOMS 30 5.12 16 3 5 10 3 3 4 5 e 11 �' STAIRS 40 19.2 3 g 9 2. WHEN CEILNG JOISTS ARE INSTALLED PARALLEL TO RAFTERS THE SUM OF THE iI •' N C H O R BOLT 24 4 7 11 TOENAILS IN THE RAFTER & CEILING JOIST SHALL EQUAL OFF EXCEED THE TABULATED SCALE: N.T.S TABLE R3O1.7 (2020 NYS RESIDENTIAL CODE 12 3 3 4 3. TO AVOIDNUMBER OF NAILS SPLITTING, NO MORETHAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 9. 3 4 5 OF A RAFTER OR CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS II 7:12 1is 11 • ' �a. . ; . STRUCTURAL MEMBERS ALLOWABLE 3 4 6 4. WHERE TOP PLATE-TO-RIDGE IN EACH SIDE WHEN DHE HEIGHTS EXCEED TO A 2x5 TOP PLATE OTHEY SHALL BE ADJUSTED AS II .d 24 3 5 II 2 DEFLECTION I ' S 1 M PS O N S 1 M PSO N RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH 12 3 3 3 FOLLOWS: Ii '' • ' S I'`"'■ SON O N G FINISHED CEILING NOT ATTACHED TO RAFTERS L/18o 9:12 16 3 3 4 WALL HEIGHT (FT) 8' 10' �' ••' . 92 d°'D ,•'a.• '• �� T I E B P T I E B P T R O N G-TIE T R O N G-TIE R R INTERIOR WALLS & PARTITIONS H/180 124 3 4 6 TOP I&&T IDGE ADJUSTMENT FACTOR TYPICAL IN ALLATICN WITH SCALE: N.T.S SCALE: N.T.S LUS2S SCALE: N.T.S FLOORS L/360 12 3 3 3 1 1. 1.00 L/360 12:12 16 3 3 3 15, 1.15 1.25 MUDSILL ANCHCR BOLT SCALE: N.T.S AT EACH RAFTER CEILINGS WITH BRITTLE FINISHES 19. 3 3 5 20' 1.40 1.50 LSTAIO FIGURE 3.2f CEILINGS WITH FLEXIBLE FINISHES L/240 WFCM TABLE 3.10 (WOOD FRAME CONSTRUCTION MANUAL) _ • �N. _ M �N. ALL OTHER STRUCTURAL MEMBERS L 240 1• HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 2001 HIGH WIND_ EDITION c 16 PANEL ATTACHMENT ' 8 M ' S M / p T 8Y A RING WALL, HEADER OR RIDGE BEAM DESIGN - NAIL SPACING '1 INTERMEDIATE 2 2 p E I ;� 5 700-YR. WIND SPEED A EXTERIOR WALLS WIND LOADS WITH PLASTER OR STUCCO FINISH H 360 2. ii N RAAEDiA P " OF THE RAFTER IS PROVIDED BY VERTICAL 3 SECOND GUST WIND SPEED MPH 115 120 130 140 MTSiro FR MINCE 12'C.C. SHEATHINCx EDCxE BCTTC<M PLATE / (SINGLE RCW E DOUBLE RCW CF FASTENERS) EXTERIOR WALLS- WIND LOADS WITH OTHER BRITTLE FINISHES L 240 STRUTS OR PURLINS TO A LOADBEARING WALL, THE TABULATED / HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED STRUCTURAL SHEATHING d ° TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN. EXTERIOR WALLS- WIND LOADS WITH FLEXIBLE FINISHES L/120 3. EEQUIVALENT CONNECTIONg qRE REQUIRED FOR CEILING JOIST E F E F E F E F LINTLES SUPPORTING MASONRY VENEER WALLS L 600 TO CEILING JOIST LAP SPLICES I I / 7 B �p, �� EE py SHEATHING LOCATION( RA E /TRUSS AXIMU NAIL SPACING F0 8D Cp ° • 4. TREUAD�FITIONALLYV It�INi� S� NVffT�Q,jJLiREQU���MM�N�Fg DO NOT INCLUDE SPACI G INCHES O.0 0P 10D BOX NAILS INCHES,O% iii Vr ti NG ASSE SLY. kF1 •' R6O2.36 WFCM TABLE 3.1 (WOOD FRAME CONSTRUCTION MANUAL) 2018 HIGH WIND EDITION 5. Z Bl ��C 10 ENS S C J STS12 6 12 6 12 6 12 6 12 NALING SCHEDULE )( IIIIyy��� pppp���jj � �qq��j � 16 5 12 5 12 6 12 5STRUCTURAL MEMBERS N0. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING R QUIR M N SMALLS � CREASED Y�HUE FOLLOVdING FACTORS oN0.49 19 2 6 12 6 12 6 12 6 12 24 5 12 6 12 6 12 6 12HEEL JOINT CONNECTIONINTERIOR ZONEROOF FRAMING _ - 12 5 12 6 12 5 12 6 12RAFTER TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4A) (SEE TABLE 3.4A) PER RAFTER ADJUSTMENT FACTORS 0.42 15 5 12 6 12 6 12 6 " 12 ° 1/2 2.00 19.2 5 12 6 12 6 12 6 12 °, 3 " CEILING JOIST TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4A) (SEE TABLE 3.4A) PER JOIST 1/3 1.50 4 5 12 5 12 6 12 6 12 ejcjP ° I I /8 STRUCTURAL CEILING JOIST TO PARALLEL RAFTER (TOE-NAILED 12 5 12 6 12 6 12 6 12 SHEATHING . ) (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP 1/4 1.33 0.4� 16 5 12 6 12 6 12 5 12 BOTH SIDES CEILING JOIST LAPS OVER PARTITION (FACE-NAILS (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP 1 5 1 25 PERIMETER 19.2 5 12 6 12 6 12 6 6 COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3.6A) (SEE TABLE 3.6A) PER TIE / EDGE ZONE 24 6 12 6 6 6 6 6 6 ' S5P U I I I 1/6 1.20 12 6 12 6 12 6 12 6 6 �+ BLOCKING TO RAFTER (TOE-NAILED 2-8d 2-10d EACH END o'42 16 5 12 5 12 6 6 5 •., 6 H LD- OWNS Q o RIM BOARD TO RAFTER END-NAILED 2-16d 3-16d EACH END 1/10 1.11 2 6 6 6 6 6 6 6 6 24 5 6 6 6 6 6 4 F U N DATI o o e o WALL FRAMING WFCM TABLE 3.6 ABLE ENDWALL 0.49 - 6 6 6 6 6 6 6 6 ALTERNATE DESIGN -� E VEftHA 042 6 6 6 6 4 4 SCALE: N.T.S I I------_SPACING I I ° 2015 HIGH WIND EDITION T AK WO RP�K Consult with I I � - I I TOP PLATE TO TOP PLACE (FACE-NAILED) 2-16d1 2-15d1 PER FOOT RIDGE CONNECTION R�QSUIfEMENTS FOR WIND 5TA12 dais net riot to Z ---�-- --------------------�J -EXP U E BOARD SHEATHING g p TOP PLATES AT INTERSECTIONS FACE-NAILED 4-16d 5-16d JOISTS - EACH SIDE DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY D =10 sf 700-YR. WIND SPEED SHEATHING SIZE RAFTER RUSS MINIMUM NUMBER OF 8d COMMON ��14 lC 16 similar) drilling through STUD TO STUD (FACE-NAILED) 2-16d 2-16d 24"O.C. 3-SECOND GUST (MPH 115 120 130 140 SPACING(INCHES) NAILS PER SUPPORT simil F. o Nails the beam l_'3 , HEADER TO HEADER (FACE-NAILED) 16d 16d 6"O.C. ALONG EDGES ROOF SPAN R UI A I RIDGE x6 OR 1x8 SHEATHING 12-19.2 2 2 2 2 Require HTT1 w/BP N PANEL EDGE-7 ROOF PITCH EQ RED C Cry �. CI 11 j (FT) CONNECTION?LF)1 4 LARGER SHEATHING HTT2 similar) SINGLE ROW OF FASTENERS TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD x10 OR EftRp CGAl12-19.2 3 3 3 3 (� 12 1 105 182 159 F: NAIL SPACING 7 PN M IA U PORTS IN THE PANEL FIELD (IN) e BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16d1.2 2-16d1.2 PER FOOT 15 1 141 135 226 AIL A IN A L I rt O I MTSiro -r ENDJOIST OR BLOCKING FACE-NAILED 1 FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE 0 F INCLUDING 20 152 176 227 2II2 (LTS HTS J 4 FEET ON EACH SIDE OF THE ROOF PEAK THE 4 FOOT PERIMETER EDGE ZONE o o e e . /1�600 PCUND . 3 CCC PCUND • 3:12 24 182 211 272 339 ATTACHMENT REQUIREMENTS SHALL BE USEd. i ° lfA ACITY FAP ACITY FLOOR FRAMING 28 212 245 318 395 2FOR WIND SPEEDS GREATER THAN 130 MPH, BLOCKING I REQUIRED WHICH TRANSFERS Min similar l-IC�pCI.UNS . HC?LDCsWNS JOIST TO SILL, TOP PLATE OR GIRDER TOE-NAILS 4-IId 4-10d PER JOIST 32 243 281 363 452 SHEAR LOAD TO TWO ADDITIONAL JOISTS (3 JOISTS TOTAL) NaGils ° 3/g' BRIDGING TO JOIST TOE-NAILED 2-8d 2-10d EACH END 1 11 139 STRUCTURAL BLOCKING TO JOIST TOE-NAILED 2-8d 2-10d EACH END 16 102 118 150 186 . . w 20 12II 147 1°° 232 WFCM TABLE 3.11 ( �#7 i ' ) ace Nails II � SHEATHING BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d 4-16d EACH BLOCK 4:12 24 153 176 226 27S WALL SHEATHING & CLADDING ATTACHMENT REE FOft l% LOADS-EXPOSURE B B 16 e RUC e e e BCTH SIDES i� LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST 28 179 206 253 325 � JOIST ON LEDGER TO BEAM (TOE-NAILED 3-8d 3-10d PER JOIST 32 204 235 301 372 THREE SECOND GUST WIND SPEED(MPH) BAND JOIST TO JOIST END-NAILED 3-16d 4-16d PER JOIST 12 60 69 88 418 109 700-YR. WIND SPEED 3-SECOND GUST (MPH) 110 120 130 140 ' BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d1 3-16d PER FOOT 16 80 92 1 7 145.} 1 100 115 147 182 STRUCTURAL SHEATHING BP5 P�j,2� {� • • • 5:12 24 119 138 177 219 E F E F E F E F 'j'p a hl f�,Il 01 2 N CR N CR ROOF SHEATHING 28 139 161 206 255 1 AXIMUM NAIL JPACING F0 ppd CCOM h(jldw n �aCj (Fj218, PS41 B LT B LT SHEATHING LOCATION INCHES,O.0 OR 10d BOX NAIL S INCHES,O.0 � throu h bearin �f e WOOD STRUCTURAL PANELS Bd 10d (SEE TABLE 3.8) 32 159 184 236 292 the ate, a laTg er HST2, H5T5 T O $PAGINGs DIAGONAL BOARD SHEATHING 36 179 207 265 328 12 5 12 6 12 6 12 6 12 8 Fate, }tee us d similar) x • ° 1"x6" OR 1"x8" 2-8d 2-10d PER SUPPORT 16 74 85 1108 133 INTERIOR ZONE 16 6 12 6 12 6 12 6 .;12 Irt Com Ination • 0 0 o e o o _ 1 24 6 12 6 12 6 12 6 12 ss with a BP5/5 ° ° •SPAGItdCz 1"x10" OR WIDER 3-8d 3-10d PER SUPPORT 20 92 127 162 199 NAIL SPACING a TCP 4 BOTTOM 6:12 24 111 127 162 199 12 6 12 6 12 6 12 6 12 CF PANEL PER TABLE 3.4.B PANEL EDGE DOUBLE ROW OF FASTENERS 32 148 169 15 232 PERIMETER EDGE ZONE 16 6 12 5 12 6 12 5 12 �+ CEILING SHEATHING 32 14II 169 215 265 24 6 12 6 12 6 12 6 12 SINGLE-STY. ALTERNATE LOWER OF TWO-STY. GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ 10" FIELD 12 55 62 76 94 H HIN LA SIDING HOLD-DOWNS BEAMS HURRICANE ANCHORS (s EACH STUD, MIN. 16'C.C) BRACE WALL METHOD ALTERNATE 16 73 82 102 125 RAFT R/TRUSS MINIMUM �JA%SPACING FOR 8d COMMON SHEATHING SIZE fv U SCALE: N.T.S MANUFACTURED BY BRACE WALL METHOD WALL SHEATHING 20 92 103 127 156 SPACING I CHES O.0 OR 1 d OX NAILS PER SUPPORT 51MP5CN S_TRON T6F �CN CTCRS MODEL No. H2.�J'A WOOD STRUCTURAL PANELS 8d 10d (SEE TABLE 3.11) 7:12 - 12:12 24 110 123 153 187 tx6 OR 1x8 SHEATHING 12_24 2 2 2 2 (ALTERNATE CCNNECTC:R) C; A R::V Dt11.CCVNh9C ,: N AT E1/EE Y 2II 129 144 17II 21II x10 OR LARGER SHEATHIN 12-24 3 3 3 3 51MP5CN STRC:NC -TI CC:NNECTC: RAFT RTC A IC;N BC.'1� SIDES WHE WALL STUD STRUCTURAL FIBERBOARD PANELS " 32 147 164 204 250 E R RAFTERS DO NOT ALIGN WITyy STUDS 1 2 11 GA. GALV. ROOFING NAIL - 3" EDGE/ 6 FIELD 35 165 185 229 281 E NAIL g ACCINGG AT P�R�^ G $�I 1 ' BCTTC:M PLATE / F: NAIL SPACING A IN M IA U PORTS IN THE PANEL FIELD (IN) MDL.*HlZ TC BE USED WHEN 4- ad NAILS END CF 1/4' x20 GA STRA 0.120"x1 1 2"LONGx7 16"HEAD 1.TABULATED CONNECTION REQUIREMENTS $HALL BE PERMITTED TO BE MULTIPLIED RAFTER ALIGNS WITH STUD ANCHCR BOLT 25/32" 11 GA. GALV. ROOFING NAIL - 3" EDGE/ 6" FIELD BY 0.70 FOR FRAMING NOT LOCATED W/IN 8 FT. OF BUILDING CORNERS. 1•FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE 0.11 GA. 3/4"LOOOFI 8"HEAD 2. TTTABEEUftLLAOoTOoED pCgONN�EBC�TIIODNF�gREQUIRDEMEENTSS ARE BASEDBASED ON 70TLA UPLIFT MINUS ATTACHMENT REQUIREMENTS SHALL BE USED. LBP AT 4'-t2" C.G GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ 10" FIELD 3. TABULATED CONNECTION R�QUIIREMENTS ARE q$6 10g�FA--6P�F CH RIDGE 2,TABULATED 1z INCH O.C.NAIIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING CONNECTION SPACING FOR DIFFERENT RIDGE CONNECTION SPACING, MULTIPLY / CCR JC 16T THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: MEMBERS W .0.42<G¢0.49. USE A MINIMUN CF TWC 8d HARDBOARD IId 8d (SEE TABLE 3.11) SINGLE PCUR NAILS THIS SIDE WITH A RIM JC15T PARTICLEBOARD PANELS IId IId (SEE MANUFACTURER) RIDGE CONNECTION SPACING (IN.) 12 16 19.2 24 48 3.SUB EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE TOTAL CF FOUR INTO RAFTER INSTALLATICN DIAGONAL BOARD SHEATHING MULTIPLIER 1.00 1.33 1.60 2.00 4.00 SUBSTITUTED FOR COMMON (NAILS. 2 1"x5" OR 1"x8" 2-IId 2-10d PER SUPPORT FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE WOOD FRAME CONSTRUCTION MANUAL 1"x10" OR WIDER 3-8d 3-10d PER SUPPORT THE JACK RAFTER LENGTH. THE JACK RAFTER LENGTH INCLUDES THE OVEHAN W TABWALL L .4 ( 2015 HIGH WIND SUCTIO AD DI71 IN ) RCCF °v LENGTH & THE JACK SPAN. EA RAFTERS I ' . 700-YR. WIND SPEED 115 120 130 140 FLOOR SHEATHING SECOND GUST MPH DUAL SLOPE ROOF TWO ad NAILS 51LL PLATE NAILED WOOD STRUCTURAL PANELS SHEATHING LOCATION SUCTION PRESSURE PSF INTC PLATES \ PCRTICN 1" OR LESS 8d 10d 6 EDGE/ 12" FIELD ZONE 1 14.7 15.0 18.7 21.7 ZONE 2 24.6 26.8 31.5 36.5 STEEL ST�P LAPPED o GREATER THAN 1" 10d 16d 6 EDGE/ 6" FIELD UNDER SILL FLA E " o DIAGONAL BOARD SHEATHING ZONE 3 37.0 40.3 47.3 54.9 DOUBLE TCP PLAT 6 EACH STUD, MIN. 16 C.C. . ° ZONE 3 OVERHANG 45.0 50.1 58.8 68.2 I4- ad NAILS e EA. END CF •° 1"x6" OR 1"x8" 2-Sd 2-10d PER SUPPORT •:.,., .r ' 15.9 17.3 20.3 23.6 1/� x2O GA STRAP o' :. m m ONE 5 19.5 21.4 25.1 29.1 i . 1"x10" OR WIDER 3-8d 3-10d PER SUPPORT ® 1THE DIMENSION, A, IS MEASURE AS 10% OF THE MINIMUM BUILDING DIMENSION, BUT ° 1.NAILING rx,� ® yA NOT LESS THAN 3 FEET. BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FOR EXAMPLE, IF WALL SHEATHING Is NAILED 3 INCHES O.C. 0 THE PANEL EDGE TO ® ® ® 2TA13ULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B WITH A MEIN 13 1/2' �0 OBTAIN HIGHS SHEAR CAP�4CEIE8, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS ROOF HEIGHT OF 33 FEET. FOR BUILDINGS LOCATED IN OTHER EXPOSURES THE HALL BE USED 0 MAINTAIN IH L AD PATH. TABULATED VALUES SHALL BE MULTIPLIED BY THE APPROPIATE ADJUSTMENT FACTOR STUDS I1 16'C:.C. o' SEE OTE I 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED IN SECTION 2.1.3.1. • F�NONS j TO TO 1 CONNECTORS6D NAIL PER FOOT. PER FOOT. Y�c �' � y NOTE: 'A' IS MEASURED AS A HORIZONTAL PROJECTION EIGHT STUDS NAILS ON THE BUILDING ROOF & WALLS Rev. Date Description INTC STUDS � P STUD PLATE TIES MANUFACTURED BY SIMPSCN d %/ ✓/ INSTRUCTIONS FOR THE INSTALLER STRCNG-TIE CCNNECTCRS MODEL No. RSP4 A. A L SPECIE( D A TEN MusT -INSTALLED ACCORDING HE INs I N iN H RESIDENTIAL CODE OF NEW YORK STATE " MIN. SIMPSON WOOD CONSTRUCTION CATALOG - C-2003 . INCORRECT FASTENER QUALITY SIZE CR APPRCVED ECxUIVALENT AT EVERY STUD v. 12 . TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL 16D SINKERS AREA R301.1 APPLICATION: TC PLATE CONNECTION WHEN RAFTERS DC NCT a. �� TABLE R3O1.2(1) COMMON NAILS (8 GA x 3 1/2-) AND CANNOT BE REPLACED WITH 16D SINKERS ALIGN WITH STUDS SEE ALTERNATE DESIGN DWG A-1 a ����ERa B. BOLTAHOLES SHALL BE OTHERWISE T E ISE SPECIIUMDOF 1 32" AND NO MORE THAN A MAXIMUM OF BUILDINGS AND STRUCTURES, AND ALL PARTS OF THEREOF, SHALL BE CONSTRUCTED TO / SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOR 4- ad NAILS 6 EA, END CF 11/4' x20 GA STRAP ° � 1/16" LARGER THAN THE BOLT DIAMETER (PER THE 1997 NDS, SECTION 6.12. 1.) LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CLIENT Ground Snow 0 PSI C. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. CONSTRUCTION OF BUILDINGS AND STRUCTURES SHALL RESULT IN A SYSTEM THAT PROVIDES WALL TO RAFTER CONNECTION SILL PLATE ANCHORAGE D. USE PROPER SAFETY EQUIPMENT. A COMPLETE LOAD PATH CAPABLE OF TRANSFERRING ALL LOADS FROM THEIR POINT OF z E. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES; FOLLOW PROPER WELDING w ORIGINTHROUGH H LOAD RESISTING ELEMENTS TO THE FOUNDATION. @ EACH STUD 16110.C. TO CO N C. FOUNDATION WALL S I M PSO N PROCEDURES AND SAFETY PRECAUTIONS. WELDING SHOULD BE IN ACCORDANCE WITH A.W.S R301.2.1.1 WIND DESIGN CRITERIA: SCALE: N.T.S STRONG-TIE ST H D"I 4 Peed MPH (d) i`140 Ult STANDARDS. CONSTRUCTION IN REGIONS WHERE WIND DESIGN IS REQUIRED IN ACCORDANCE WITH FIGURES VARDARO RESIDENCE w z Topographic ** F. PNEUMATIC OR POWDER-ACTUATED FASTERS �IAY DgrffC AN? INJURF�J(iF OPERATOR R301.2(4)B, THE DESIGN OF BUILDINGS FOR WIND LOADS SHALL BE IN ACCORDANCE WITH SCALE: N.T.S SCALE. N c� Effects (k) OR OTHERS. NAIL 70 LS MAY B USED 0 INSI�ALL C t TOR , PROVI tt�o HE CORRECT ONW OR MORE OF THE FOLLOWING METHODS: 1 6o GULL POND ROAD W QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES. TOOLS WITH 9 I o Special Wind No NAIL HOLE-LOCATING MECHANISMS SHOULD BE USED. FOLLOW THE MANUFACTURER'S 1) AMERICAN FOREST AND PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION GREENPORT rn INSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT. MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WFCM) NEW YORK, 11944 INTRNATIONAL RESIDENTIAL CODE 2015 W/ NYS PROVISIONS RS05.2.5 FASTENERS: R311.7 -STAIRWAYS: o Region (,> SHALL BE DESIGNED IN ACCORDANCE WITH: x z G. IST SHA�L BEAR CQMPLET�LY ON TH�C�NNECTOR EAT AqND THE ,GAP PROPOSED PROJECT SHALL COMPLY WITH THE FOLLOWING: SECTION R5O9.6: FASTENERS FOR ASPHALT SHINGLES SHALL BE R311.7.1 -WIDTH: or Ind-Boma 1 mile from coast EEN HE JOIST tND AN THE HEA E SHALL N T EXCEED 1 fII PER ASTM 2) IOC STANDARD FOR RESIDENTIAL CONSTRUCTIONIN HIGH-WIND REGIONS (ICC 600). GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR a Debris Zone (m TEST STANDARDS 3 ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURE (ASCE 7) WIND-BORNE DEBRIS Tz > NAILING �T((''��TABLE R602.3.(1): OR COPPER ROOFNG NAILS, MIN, 12 GAGE SHANK WIDTH AT ALL POINTS A80VE THE PERMITTED HANDRAIL HEIGHT W H. TFOR HO7LyD�OWNyS� ANCHOR y BOLT NUTS SHOULD BEEyFINGER-TIGHT PLUS 1/3 TO 1/2 4 AISI FOR COLD-FORMEN STEEL FRAMMING t1�L�1V t.T SCHEDULE FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS R310.2.1 MINIMUM OPENING WIDTH: W/ A MIN. 3/8" HEAD ASTMF 1657, OF LENGTH TO i= Seismic Des* n SHRIN!IIGE CAR ESIIOULDITgEC?ANKS�INE20ATIi0N G,(VER-TORQUE I HL N�URE WOOD ) SECTION R406 AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS TY B 8 G 07 V 5) INTRENATIONAL BUILDING CODE THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. PENETRATE THROUGH THE ROOFING MATERIAL & A U Z Category (f & D E T� L TABLE R301.2.(1): SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER A MIN. OF 3/4- INTO THE ROOF SHEATHING. WHERE OF THE STAIRWAY; MINIMUM CLEAR WIDTH OF THE STAIRWAY z� e- Weathering (a) Severe R403.1.6 FOUNDATION ANCHORAGE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA R310.1.1 OPERATIONAL CONSTRAINTS: SECTION R406.3.2: THE ROOF SHEATHING IS LESS THAN 3/4" THICK, AT & BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS & 0 � u' THE WOOD SOLE PLATE AT EXTERIOR WALLS ON MONOHOLITHIC SLABS AND WOOD SILL PLATE TABLE R301.5: EMERGENCY ESCAPE & RESCUE OPENINGS SHALL BE VAPOR BARRIER THE FASTENERS SHALL PENETRATE THROUGH THE W w �� Frost n MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS OPERATIONAL FROM THE INSIDE OF THE ROOM W OUT THE USE LANDINGS, SHALL NOT 8E LESS THAN 31.5 INCHES WHERE o o Depth (b) 36 inch SHALL BE ANCHORED TO THE FOUNDATION WiTH ANCHOR BOLTS SPACED A MAXIMUM OF Pro. Arch: TD Chk'd b T / SECTION R408-3: SHEATHING. FASTENERS SHALL COMPLY W/ ASTM F 1667. A HANDRAIL IS INSTALLED ON ONE SIDE & 27 INCHES o a 5'-0' O.0 . A NUT AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. y: PD OF KEYS OR TOOLS. o TABLE R505.2.5: CRAWL SPACE ACCESS WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. Termite (c) Moderate to Heavy R905.2.6 ATTACHMENT: z -" R502.9: FASTENING: Date: 11/2�/24 Drawn by: TCP FAS7EiJER, FIRE BLOCKING: SECTION N1101.2.1: o- < Winter Das* n SECTION 1 301.1.1: FIRE BLOCKING SHALL 6E PROVIDED TO CUT OFF ALL CONCEALED PROFESSIONAL SEAL ASPHALT ROOF SHINGLES SHALL HAVE A MIN. FASTENERS REQUIRED R311.7.2 -HEADROOM: z Temp (e} 11 degrees WHERE POST OR BEAM OR GIRDER CONSTRUCTION IS USED TO SUPPORT FLOOR FRAMING, DESIGN N dT[ER A CONSTRUCTION DESIGNED IN ACCORDANCE 4iITH BY THE MANUFACTURE, BUT NOT LESS THAN 4 FASTENERS PER STRIP THE MINIMUM HEADROOM IN STAIRWAY SHALL BE NOT LESS 0 W POSITIVE CONNECTIONS SHALL BE PROVIDED TO ENSURE AGAINST UPLIFT AND LATERAL r� DRAFT OPENINGS (BOTH VERTICAL & HORIZONTAL) & TO FORM SECTION R308-GLAZING: SHINGLE. WHERE ROOF SLOPE EXCEEDS 21 UNITS VERTICAL IN 12 UNITS BE LESS THAN 6 FT., 8 INCHES MEASURED VERTICALLY FROM w Si Ice Barrier DEISPLACEMENT. Scale: 5 NuTED AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) WOOD FRAME AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, & BETWEEN A HORIZONTAL 21:12)SHINGLES SHALL BE INSTALLED AS REQUIRED THE SLOPED LINE ADJOINING THE TREAD NOISING OR FROM THE a Underlaym nt Yes CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (WFCM). TOP STORY & THE ROOF SPACE. REFER TO SECTION R502.8 OF R308.1 -IDENTIFICATION ( WALL REQUIREMENTS: 6Y THE MANUFACTURE. FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTIO Required e(h) Project., 2C2C-21 THE ICC RES1aENTWL CODE. ..EA. PANEL OF GLAZING INSTALLED IN HAZARDOUS U WALL ONR3CONSTRUCTION SHALL BE CAPABLE OF SUPPORTING ALL LOADS IMPOSED ACCORDING SMOKE DETECTORS: R905.1.1 UNDERLAYMENT APPLICATION: OF THE STAIRWAY. w v (9) E - 9 TO SECTION R301 AND OF TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING a ' SECTi0N R301.2 LOCATIONS AS DEFINED IN SECTION R308.4 SHALL BE o- - Flood Hazards SMOKE DETECTORS SHALL BE INSTALLED AS PER THE ICC PROVIDED W/ A MANUFACTURER'S OR INSTALLERS FOR ROOF SLOPES FROM TWO UNITS VERTICAL R311.7.5 -TREAD & RISERS: a STRUCTURAL ELEMENTS ;;r,; ^ J: SHEAR WALLS � � s� f.,, �;, '�. Sheet No. RESIDENTIAL CODE SECTION 314. LABEL, DESIGNATING THE TYPE & THICKNESS OF GLASS IN 12 UNITS HORIZ. (2:12) THE MAXIMUM RISER HEIGHT SHALL BE 7 3 4 INCHES o Air Freez)''ng Index 618 R602.6: DRILLING AND NOTCHING - STUDS: /f ` - �` : . • SECTION 303.1; UP TO FOUR UNITS VERT. IN 12 UNITS HORIZ. / " T� iu li) �;C� BEARING: LIGHT, VENTILATION & HEATING & THE SAFETY GLAZING STANDARDS W/ WHICH IT (4.12), UNDERLAYMENT SHALL BE TWO LAYERS. & THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. SEE FIGURE R502.6 1 AND R602.6 2 A. ALL ENDS OF EA. JOIST, BEAM OR GIRDER, FLOOR SYSTEMS & COMPLIES, WHICH IS VISIBLE IN THE FINAL INSTALLATION. NOSING NOT LESS THAN 3/4" AND NOT MORE THAN Mean Ann al 'r' JOIST FRAMING SHALL COMPLY WITH SECTION R502.5 OF THE SECTION R318.3: THE LABEL SHALL BE ACID ETCHED, SANDBLASTED, Temp. 52.1 degrees RS05.1.2 ICE BARRIERS: 1�" SHALL BE PROVIDED. THE WALKING SURFACE OF i' U� R€301.2 REQUIREMENTS: (ROOF-CEILING) _ ` •- '; IOC RESIDENTIAL CODE. TERMITE SHIELD CERAMIC-FIRED EMBOSSED MARK, OR SHALL BE OF ROOF AND CEILING CONSTRUCTION SHALL BE CAPABLE OF SUPPORTING ALL "�5- " 3 1 A TYPE WHICH ONCE APPLIED CANNOT BE REMOVED BE PROVIDED TREADS & LANDINGS OF A STAIRWAY SHALL BE �* r..• EGRESS WINDOWS: SECTION R312-GUARDS: W/ ICE BARRIER MEMBRANE FROM SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN LOADS IMPOSED ACCORDING TO SECTION R301 AND OF TRANSMITTING THE {I W/OUT BEING DESTROYED. RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. ( t R310.2.1 MINIMUM OPENING AREA R312.1.1-GUARDS REQUIRED EDGE TO 24" PAST INSIDE WALL. 48 UNITS HORIZONTAL. ' r• R30a.4 - HAZARDOUS LOCATIONS R802.11: ROOF TIE DOWN: / ALL EMERGENCY ESCAPE & RESCUE OPENINGS SHALL HAVE A R311.7.8.2 -CONTINUITY R311.7.8 -HANDRAILS: MINIMUM NET CLEAR OPENING OF 5.7 SQ.FT. EXCEPTION, GRADE ••RAISED FLOOR SURFACES...SHALL HAVE GUARDS NOT GLAZING IN WALLS, ENCLOSURES OR FENCES....FOR 802.1 1.1: UPLIFT ITANCE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING LESS THAN 35 INCHES IN HEIGHT. H07 TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, HANDRAILS SHALL BE CONTINUOUS FQR THE FULL LENGTH OF THE FLIGHT, FROM R311.7.13.1 -HEIGHT: ROOF ASSEMBLIES SHALL HAVE UPLIFT RESISTANCE IN ACCORDANCE WITH SECTIONS �"'; .,,--:; -�-�_�:^}y ',✓,r* BATHTUBS & SHOWERS. AND INDOOR OR OUT DOOR A POINT DIRECTLY A80VE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY HANDRAILS HALL OVIDED ON E9 LEAST ONE SIDE OF FA STAIRWAY W/. R802.11.1.1 AND R802.11.1.2. ° A- .. , .• •,!,:' TTTTTTS OF 5.0 SQ.FT. ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL FOUR OR MORE RISERS. HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD ;� "e T- 1'•.:-a. ,."SECTION GUARDS ON GUARD OPENING LIMITATIONS SWIMMING POOLS WHERE THE BOTTOM EXPOSED BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS NOSINGS, SHALL BE NOT LESS THAN 34 INCHES & NOT MORE THAN 38 INCHES. R310.2.1 MINIMUM OPENING AREA: REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED EDGE OF GLAZING LESS THAN 60 INCHES `""•<`:::',':�-�--'" 7 THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. FLOOR AREAS....SHALL HAVE INTERMEDIATE RAILS...THAT DO MEASURED VERTICALLY ABOVE THE STANDING OR OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES OR MORE WALKING SURFACE SHALL BE CONSIDERED TO BE HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES IN DIAMETER. A HAZARDOUS LOCATION. BETWEEN THE WALL AND THE HANDRAILS.