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Home My WebLink About49062-Z TOWN OF SOUTHOLD ,r BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY o ti, 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 #: 49062 Date: 3/29/2023 Permission is hereby granted to: Pe not Point LLC 246 Eden Rd Palm Beach, FL 33480 To: construct accessory garage as applied for per SCHD & ZBA approvals. At premises located at: E End Rd., Fishers Island SCTM # 473889 Sec/Block/Lot# 5.-2-10.12 Pursuant to application dated 9/14/2022 and approved by the Building Inspector, To expire on 9/27/2024. Fees: ACCESSORY $842.80 CO -ACCESSORY BUILDING $50.00 Total: $892.80 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htq)s://www.southoldtoNvnn.y.gQ Date Received APPLICATION FOR BUILDING PERIVII Ir Office Use only PERMIT N Building Inspector- l:o 2 P021 ` mm, 0� wm mm h Date:April 5, 2021 IBM MIMM; Name:Erik Waldin SCTM# 1000 1 0.12 Project Address 2875 Castle ROad Fmshers Island Phone#:561 .309.6292 Email Mailing Address 2875 Castle Road,r Fishers Island -_ nm 'CiF .:_rssx a.«a�"Pi Name:Bruce Kinlin Martin Address:330 West 38th Street #1006 New York NY 10018 Phone#:212.695.2988 Email bruoe"inllnrutherfurd oom Name: Bruce Kinlin Mailing Address 330 West 38th Street, ,#1006 Chew York NY 10018 Phone#:212.695.2988 Email bruce�klnlrnrutherfurd cora a .a C Name: Mailing Address: Phone#: Email: ED New Structure4&4&oV ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other (2(c-\i nrnae LA&Ii,oao,000 Will the lot be re-graded? Yes o Will excess fill be removed from premises? ❑Yes RNo i m 9 s? a ��? 7,, Existing use of property:singie Fa�111I ...R � Intended use of property SIl FaClll " Rem Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ii No IF YES, PROVIDE A COPY. A, A r J Application Submitted 13y(print name):Bruce Kinlin ®Auth iced gent ❑Owner Signature of Applicant Date STATE OF NEW YORK) SS: COUNTYOF SUFFOLK Bruce Kinlin being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent / Architect (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 YA MING ZHAO Q'day of ►I , 20_ZL )UtorrA'AY PUBLIC-STATE OF NEW YORK Notary PubA0—01ZH6343420 Oualif ed In New York County My Commission Expires 06-13-2024 PROPERTY OWNERAUTHORIZATION (Where the applicant is not the owner) I, Erik Waldin residing at 2875 Castle Rd Fishers Island do hereby authorize Bruce Kinlin to apply on m alf o e To o So llold leu Idi g Dep rt ent for approval as described hfrein, , Owner's Signature ate Erik Waldin Print Owner's Name 2 jjf g .,, fF,1g /_ mWVtO 6 LESLIE ## i z0 I 1 #{ ATN 1 1 SIAICIE FAWLYMInLY p* MATO CE - OitlIR==wA aCMWU r SIZE PLW sm."C SYSTEM \ ` z"- PREPARED F➢R Y/ a- S > &` rwXrQ § { # N• ERIK WAIDIN 2675 CA ROAD 8 Arow3e N wi: Mrrar 1 0 FlSNEW YOHM RK O UX'AIM W SOCE 1a40W 1 lO Ytti F .fiti.X fifty x:$ 63t i ' a f/�%'� 4b " — � - w �q&GG gT t�'•¢ � r ,, f� z x I :nrss+re �m # I� �aiwio ra n"wmm" n Xa m io raam°n�..w'rlw _- � �:. $ Xos d � j t( u�')i�c"rs'µ"ao""urn�oueenaxma''A"irm®wo amePO�im m X r € '= r u�w vwrzwr w- CLENN Q NARGNEY - E �; I ,w,wDw€. t N Deas 4 rw 9.asr uwwm W,M m[wm vzrAiwrn %ia Mrlw wv Ax wow.nwawm w rw aAL ue,xE mG..:..» =e - € r rv� v'awW.riwwiawnwA"msrA a wr Exu r us mAsr Axo®ma -gra srszz�r ., f/I w •_ € € � .� A�s�' w wa w w,�w,ww s w.rXma mwD ff wam�A rA.w., RAM ray.)) rok.M;..x�mwn17.x— �«Dar„rao�....zYxa ��«.�;.w.� , � �• issw��t T'>�# ..€ $t ,r / w yOJ _� �sc�rw - SILT FENCE I r wY� I/xAaYz a MWEP j �� _ x��Wim. 1 �. r f : 7 O ewEcrm Ww asum rum,mnx uevAnw w � f I t�e/ vet Pwrm. E°woman tg ocrK1 m mwwrwm a b _ 1 `` �{ �4 E"�WE ' ` '` i• t f'f €tam- u ann w>rwa` ELM' _ 5 mMsrWtt Iwazwur war n w>,Iawmx Xnmaacra nou nrv,art _— s y _ _. nmNoe PXcus. �A raa ® tux,a x%ear,Ax4 ar r�ASEr�I �iim 9 _ w I szavair ro rux Posrs wm - °e .+ �A.a .�a�a swa vrbrs�a s,m nrl.n r w v me .a' ma v � z maP m,x m w:rAsra®svui"zr m wmx ww;,cxa x,x "� '�-r. w�®aw�w � rEv�A®Ewnr z.-Xr nv uw us xrnw ax¢wrt a .-� - �raau € sio,c wwL � � E w=imw�Y � :wx.w:asnyAXXm era.wars.xo rwnm.nurn aow � Bh1F� - _ y ��Onew rtrw K uw.n iooK nrnulxX nKK w/sv"aHD € •...� gvs oM 4 x=6mt3 wBx.B `- 2a x e r m a€: ®110YX Imlf 4 P16�rm wls 91.a w:¢vld.wwi6w¢.w A>rPam =.� � � � xoa: AL IXaT A€D y ft�g s wnEi fO1€F/lM taE uuxaA.x�sw.w:wawum u r®m uo x.aw.L SHEET 1 OF 1 wm rww aK�r rcwLw w�av nwa-. a A__. BOARD MEMBERS :M r Southold Town Hall Leslie Kanes Weisman,Chairperson f 53095 Main Road•P.O. Box 1179 n°'k Southold,NY 11971-0959 Patricia Acampora "' Office, Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. rr�� 54375 Main Road (at Youngs Avenue) Nicholas Planamento f,(, otm. i9i Southold,NY 11971 : . http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD November 2, 2022 Tel.(631) 765-1809 Bruce D. Kinlin, AIA KinlinRutherfurd Architects 330 West 381h Street, Suite 1006 New York, NY 10018 Re: De Minimus Request, File#7616 Pequot Point, LLC, 2875 Castle Road, Fishers Island SCTM No. 1000-5-2-10.12 Dear Mr. Kinlin; We are in receipt of your correspondence received October 28, 2022 requesting approval for a de minimus change related to ZBA determination#7616, dated May 19, 2022, in which your client was granted an area variance to construct a new accessory garage partially located in a side yard. In your letter, you explain that the applicant is requesting to shift the proposed position of the accessary garage in order to protect and maintain an existing tree and the more elevated.existing,grade around the tree in the front yard_. Additionally, you are requesting to remove an existing in-ground pool and locate a new, in-ground pool Ota 11°ae Property in a position that is a greater distance la-orn the top of the bluff. The existing tvaasonry pool surround would also be removed and the area replaced with lawn to 1-hatch adjacent area. The new pool will be located 75 feet, 4 inches from the top of the bluff. I have reviewed your amended site plan revised October 19, 2022, and have determined that your proposed changes are de minimus in nature, as well as less nonconforming. Be advised that all other conditions will still apply. Please contact our office if you have any further questions or concerns. �itat tcl'y;' p oull e�lte atncs eisrnaat Chairperson cc: Building Department Kifi ` By email to kimfsou_tb0ldt9wn_ny_.9_0y Chairperson Leslie Kanes Weisman Board of Appeals Town of Southold P.O. Box 1179 Southold, NY 11971 Re:Ap, lic tion sofPeguot PointITL(.0No. 7616, Dear Chairperson Weisman: This past May,the Board of Appeals rendered a decision in connection with the referenced application granting relief to construct additions and alterations to an existing single family dwelling and to construct a new accessory garage where the dwelling is located less than the code required 100 feet from the top of the bluff, and a new garage located in other than code permitted rear yard. The applicant is requesting to shift the proposed position of the garage in order to protect and maintain an existing tree and the more elevated existing grade around that tree in the front yard.The applicant is also proposing to remove an existing in-ground pool and locate a new in-ground pool on the property in a position that is a greater distance from the top of bluff.The existing in-ground pool,which is currently located 32'-5" from the top of bluff, would be removed and filled.The existing masonry pool surround would also be removed and the area replaced with lawn to match adjacent areas.The new pool would be located 75'-4'from the top of the bluff.The new pool location and the adjusted position of the garage will result in a landscape that is more sensitive to the existing natural surroundings, and would reduce the degree of non-conformity on the property. Based on the suggestion of Amanda Nunemaker of the Town Building Department, I am writing to request if you can advise the Town of Southold Building Department(i)that the adjustment in placement of the new garage and the relocation of the pool would not constitute a deviation from the relief granted in Application No. 7616 or, (ii) alternatively,that the location of the accessory garage and the location of a pool further from the top of bluff is de minimis in nature and does not increase the degree of nonconformity of the building and pool on the property.The applicant's site plan that was previously approved by the Board of Appeals and the modified proposed site plan are attached to this email,as well as the existing site plan. Thank you for your consideration of this matter. Very truly yours, Bruce D. Kinlin, AIA BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora 4 ,fI xrJ.r Office Location: Eric Dantes `r� l Z:ar ,Y, Town Annex/First Floor, Robert Lehnert,Jr. a " �� 4 w r its 5� �1 54375 Main Road (at Youngs Avenue) "c s V Southold, NY 11971 IE http://southoldtownny.gov RECEIVED BP 1 4 2022 ZONING BOARD OF APPEALS J , TOWN OF SOUTHOLD2 3 2022 BUILDING ¢ lam Tel.(631) 765-1809•Fax (631) 765-9064 TORN tll+ IT StI"IIO:L:III `° ��l � l XO-44 Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 19, 2022 ZBA FILE: # 7616 NAME OF APPLICANT: Pequot Point LLC PROPERTY LOCATION: East End Road/2875 Castle Road, Fisher's Island,NY SCTM # 1000-5-2-10.12 SEQRA_D,ETE _INATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK K COUNTY ADM�PNIST fIV C111111ODE This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 21, 2021 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. IW T.; ' _IVIIN�"�";IIC,��'N: This application was referred for review under Chapter 268, Waterfront �� E'11 1, Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April 18, 2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTYROPCIPROPERTYCI �"17�",SCI _.. _ _IP 1 1_OThe subject property is a conforming 173,804 sq. ft. (4 acre) wmm_ waterfront parcel located in an R-120 Zoning District. The parcel runs 558.39 feet along Block Island Sound, runs 248.42 feet along Castle Hill Road, runs 407.88 feet on the West side and 396.96 feet on the East side. The parcel is improved with a residence, patio, pool house, and decks. All is shown on a survey prepared by Craig P. Bigger, L.S., dated January 29, 2018. BASIS OF gPPLICA,TION; Request for Variances from Article III, Section 280-15; Article XXII, Section 280-116A(1); and Building Inspector's October 15, 2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and to construct a new accessory garage, at; 1) dwelling is located less than the code required 100 feet frorn the top of the bluff, 2) garage is located in other than the code permitted rear yard; located at East End Road/2875 Castle Road, (Adj. to Block Island Sound) Fishers Island, NY. SCTM No. 1000-5-2-10.12) Page 2, May 19,2022 97616 Pequot Point SCTM No. 1000-5-2-10.12 RLQ 11.._E..RI, ;��F��'�: The applicant requests a variance to construct a new accessory garage that is partially located in a side yard where Town Code requires that accessory structures be located in a rear yard . The second variance is for a terrace located 75' 4" from the top of the bluff where Town Code requires all building improvements to be a minimum of 100 feet from the top of the bluff. ADD„ITIONAL INFORMATION: The notice of disapproval cites the garage as being partially located in a side yard. The architectural plans show that the area located partially in the side yard is called an"exercise room” on page A-103. Please note that exercise rooms are not a permitted use in accessory structures pursuant to the Southold Town Code. FINDINGS OF FACT/ REASONS FOR 130AR.D ACTION The Zoning Board of Appeals held a public hearing on this application on May 5, 2021 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law X267-bQjJb(I . Grant of the variances for the non-conforming bluff setback will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of older single-family homes. The terrace is existing and will stay at the existing location. The proposed modifications will not change the non-conforming setback or the character- of the neighborhood. The accessory garage is permitted in the front yard. The section of the garage that is partially located in a side yard is for an "exercise room." Although only a small portion of the proposed garage is located in the non-conforming side yard where it has the least visual impact, the proposed use as an exercise room is not a permitted use in an accessory structure and will be detrimental to the character of the neighborhood, as would a conforming front yard location, which is also not in character with the neighborhood. 2. Town Law '267-b b . The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. All conforming rear yard locations are within the 100-foot code required bluff.setback and accessory garages in a conforming front yard on this waterfront parcel is not in keeping with this neighborhood's character. 3. Town Law §267-b(j)_(12The variance granted herein for the non-conforming bluff setback is mathematically substantial, representing 24.6% relief from the code. The variance for the non-conforming garage partially located in the side yard represents 100% relief from the code. However, the terrace is existing and the proposed modifications will not change the bluff setback and the partial side yard location for the proposed accessory garage is the most practical and function location on this large irregularly shaped property and will result in only 6% total lot coverage. 4. Town 1,wv '267-b3 b 4 .No evidence has been submitted to suggest that a variance in this residential Community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water-Management Code. 5. Town .„awwYX67 1a ?r b . The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time Of purchase. Page 3, May 19,2022 #7616 Pequot Point SCTM No. 1000.5.2-10.12 6. Town Law X267-b. Grant of the requested relief for the non-conforming bluff setback and proposed accessory garage location is the minimum action necessary and to enable the applicant to enjoy the benefit of a renovated terrace and new accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF, THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes, seconded by Member Planamento, and duly carried, to GRANT the variances as applied for as shown on the Architectural plans by Kinlin Rutherfurd, Architects labeled A-001; A-020; A-021; A-031-32; A-101-102; A-201.1-201.2; A-202.1-202.2; A-211-212 dated December 13, 2021 and survey prepared by CME Associates dated January 29, 2018. SI B I ;,CT TO THE FOLLOWING CONDITIONS: 1. The proposed roofed terrace shall remain unenclosed and non-habitable space. 2. The new accessory garage may only be used as unheated and unconditioned storage and may not be used as an exercise room. 3. The second story storage area of the accessory garage must remain unfinished with open studs and rafters only. 4. The applicant shall provide REVISED Architectural Plans showing the removal of the proposed exercise room before the issuance of a building permit. This approval shall not be deemed effective until the required conditions have been met. At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substit„to a similar design that is de minimbs in nature for an alteration ®.__ that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Page 4, May 19, 2022 #7616 Pequot Point SCTM No. 1000-5-2-10.12 Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Acampora, and Planamento. This Resolution was duly adopted (4-0) (Member- Lehnert absent). r` eslie Kanes WeismanChairperson ."° , on Approved for filing �5/ /2022 REFERENCE IS MADE TO DRAWINGS AND INFORMATION UPON WHICH BUILDING DESIGN LOADS GNCB CONSULTING ENGINEERS, P.C. LIVE LOADS WINGS ARE BASED RESIDENTIAL DWELLING HABITABLE AREAS: 40 PSF WOOD PLACE ANCHOR BOLT ARCHITECTURAL DRAWINGS BY: 5/8" DIA.ANCHOR AT CENTERLINE OF PLATE KINLIN RUTHERFURD ARCHITECTS, PLLC BOLT WITH 59 EAST 54th STREET, SUITE 92 SNOW LOADS T'0"x.229" NEW YORK, NEW YORK 10022 GROUND SNOW LOAD, Pg =20 PSF 1. ALL FRAMING LUMBER SHALL BE DRY(19% MAXIMUM MOISTURE CONTENT) PLATE WASHERS DOUGLAS-FIR#2 OR BETTER, WITH THE FOLLOWING ALLOWABLE UNIT U.N.O. [FORMERLY FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps=20 PSF WEST 38TH STREET STRESSES: [NEW YORK, NEW YORK WIND LOADS BENDING, REPETITIVE USE Fb = 1, 035 psi i �p�' _,G WIND EXPOSURE CATEGORY: D BENDING, SINGLE USE Fb = 900 �� SQQ�C' FOR WALSLAND, NY HOUSE GARAGE ISLAND,SL ULTIMATE WIND SPEED VELOCITY= 130 MPH TENSION PARALLEL TO GRAIN Ft = 575 RISK CATEGORY II COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1, 350 SHEAR PARALLEL TO GRAIN Fv = 180 GENERAL COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 MODULUS OF ELASTICITY E= 1,600,000 �0" 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2018 INTERNATIONAL RESIDENTIAL CODE PORTION OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND 2 . WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. PER MANUFACTURER'S RECOMMENDATIONS. 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS.. 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE MINIMUM OF 2 BOLTS PER 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF AT EDGES, 4"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN OTHERWISE. REFER TO SHEAR WALL NOTES. PLATE ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING UNLESS OTHERWISE NOTED: AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO LAMINATED VENEER LUMBER(LVL) METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. MODULUS OF ELASTICITY, MIN. E = 2,000,000 psi TYPICAL ANCHOR BOLT DETAIL 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, BENDING, SINGLE USE Fb = 2,600 NOTES: WIND AND OTHER LATERAL FORCES. COMPRESSIONAL PARALLEL TO GRAIN Fc(Par) = 2,510 HORIZONTAL SHEAR Fv = 285 1. PROVIDE MINIMUM 12"EMBEDMENT. COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 2. MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 11/16". FOUNDATIONS PARALLEL TO GLUE LINE ENSION STRESS Ft= 1,555 3. SINGLE SPLICE PLATE TIED WITH SIMPSON ST6224 STRAP. 1. THE WOOD FRAME BUILDING IS TO BE SUPPORTED ON A CONCRETE 6. BUILT-UP LVL's TO BE CONSTRUCTED PER TYPICAL DETAILS. 4. ANCHOR BOLT TO BE PLACED WITHIN MIDDLE THIRD OF PLATE. FOUNDATION WALL BEARING ON A CONTINUOUS CONCRETE FOOTING. 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE 2. ALL EXTERIOR STRIP AND SPREAD FOOTINGS SHALL BEAR ON NATURAL STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC 8. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, FOUNDATION - ANCHOR BOLTS MATERIALS, OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM OR OTHER FINISH APPROVED BY ENGINEER. ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. 9. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. 3. OPTION: FOUNDATION WALL MAY BE CONSTRUCTED OF CONCRETE MASONRY 10.ANY WOOD I-JOIST SERIES TO BE TRUS JOIST ENGINEERED WOOD PRODUCTS BY WEYERHAUSER.. UNITS. 4. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. 5. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE T-0"BELOW EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD CONDITIONS ENCOUNTERED. 6. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. NAILING SCHEDULE 16 DIA. 16 DIA. 7. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. • 8. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. CONNECTION NAILING a . JOIST TO SILL OR GIRDER, TOE NAIL 3-8d . , Q BRIDGING TO JOIST, TOE NAIL EACH END 2-8d 8 REINFORCED CONCRETE SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES TOP PLATE TO STUD, END NAIL 2-16d p a SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. STUD TO SOLE PLATE,TOE NAIL 4-8d $ p 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE HOOK ALL HORIZ. NORMAL WEIGHT,AIR ENTRAINED (5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH DOUBLED STUDS, FACE NAIL 16d AT 24"oc ° AS FOLLOWS: DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc REINFORCEMENT WALLS AND FOUNDATIONS 3,000 PSI TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d AS SHOWN OR Q•> ' PROVIDE HOOKED CONTINUOUS HEADER, TWO PIECES 16d AT 16"oc SPLICE BARS (TYP) 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS, ASTM A 615 ALONG EACH EDGE WALL INTERSECTIONS 4� `WALL CORNERS GRADE 60. CONTRACTOR TO SUBMIT REBAR DATA TO ENGINEER FOR REVIEW CEILING JOISTS TO PLATE, TOE NAIL 3-8d PRIOR TO PLACEMENT IN FORM WORK. CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d G CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d HORIZ. REINFORCEMENT 5.5. DETAIL ALL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL. RAFTER TO PLATE, TOE NAIL 3-8d CONT.THROUGH JOINT ~ o ON THE PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR BUILT-UP CORNER STUDS 16d AT 24"oc SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN BUILT-UP GIRDER AND BEAMS (U.O.N.) 20d AT 32"oc AT TOP T/3 T/3 POSITIONS INDICATED. 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE AND BOTTOM AND STAGGERED d t� INDICATED SHALL BE: 2-20d AT ENDS AND AT O CONCRETE POURED AGAINST EARTH 3 PLYWOOD: UNLESS OTHERWISE EACH SPLICE Eo Q WALD I N GARAGE CONCRETE POURED IN FORMS, BUT NOTED CONSTRUCTION JOINT FISHERS ISLAND,NY EXPOSED TO EARTH OR WEATHER: wPLYWOOD FLOOR a. BARS#5 AND SMALLER 1-1/2" SHEATHING TYPICAL CONCRETE WALL REINFORCING o b. BARS LARGER THAN#5 2" 3/4"TONGUE AND GROOVE 8d DETAILS ;:;`• POST OFFICE BOX 802 g 7. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. ROOF SHEATHING 5/8" 8dGNU �,'0 OLD SAYBROOK 8. CONTRACTOR TO SUBMIT CONCRETE DESIGN MIX FROM THE SUPPLIER FOR WALL SHEATHING-PER SHEARWALL NOTES CONPHONEC8 O 388 TICUT 6224 475 ENGINEERS REVIEW PRIOR TO SCHEDULED DELIVERY AND PLACEMENT OF CONCRETE. 9. CONTRACTOR TO SUBMIT CONCRETE BATCH TICKETS TO ENGINEER WHEN Consulting Engineers, P.C. GNCBENGINEERS.COM CONCRETE IS DELIVERED AND PLACED. NOTES: SCHEDULE BASED UPON COMMON WIRE NAILS. LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS., . STEEL SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. QF NEyy SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED WELDED WIRE SAW CUT ��. ��URT1��9oQ� i 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. FABRIC CONTROL JOINT AS y NOTED OTHERWISE ON THE DRAWINGS: REINFORCEMENT SOON AS a ROLLED WIDE FLANGE SECTIONS ASTM A992 Fy 50 ksi COMMON WIRE NAIL DIAMETERS 1 1/2"CLEAR ON CONCRETE WILL ¢ ... v 6d 0.113" BRICK OR BLOCK NOT RAVEL(24 HRS - HOLLOW STRUCTURAL STEEL SECTIONASTM A500 Fy 46 ksi e SUPPORTS MAX p s g ANCHOR RODS 8d 0.131 ) zt ASTM F1554, GRADE 55 10d 0.148" p OFESS\ NP MISC. PLATES AND 12d 0.148" K CONNECTION MATERIALS ASTM A36 Fy 36 ksi 16d 0.162" < ° 0 20d 0.192" 2. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED I - [CINLIN RUTHERFORD ARCHITECTS, PLLC IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS,ASD OR LRFD AND THE AISC CODE OF STANDARD x33oWEST 3sTHSTREET,SUITE 1006 TEL:(212)695-2988 w PRACTICE. VAPOR RETARDER 8 GRAVEL NEW YORK,NEW YORK 10018 FAX:(775)582-1736 3. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE PER ARCHITECT AMERICAN WELDING SOCIETY(AWS) STRUCTURAL WELDING CODE- - STEEL D1.1. LATEST EDITION. USE E70XX ELECTRODES UNLESS SLAB ON GRADE BEARING SURFACE: CONSTRUCTION PHASE NOTED OTHERWISE. I _ DATE: SEPTEMBER 13, 2022 WITHIN THE BUILDING AREA = I ( (- I - 4. PROVIDE ALL PLATES, CLIP ANGLES, CLOSURE PIECES, STRAP ANCHORS, REMOVE ALL TOPSOIL, MAN-PLACED FILL, - - - SUBSOIL AND ANY OTHER UNSUITABLE MISC. PIECES,AND HOLES REQUIRED TO COMPLETE THE STRUCTURE. MATERIAL TO EXPOSE NATURALLY DEPOSITED-- 0 5. ALL STEEL EXPOSED TO WEATHER, INCLUDING LINTELS IN EXTERIOR INORGANIC SAND/GRAVEL, OR REPLACE WALLS, SHALL BE HOT DIP GALVANIZED, ONO. UNSUITABLE MATERIAL WITH COMPACTED STRUCTURAL FILL c 6. ALL STRUCTURAL STEEL AND BOLTS TO BE GALVANIZED. SEE ARCHITECTURAL DRAWINGS G FOR ANY INSULATION REQUIREMENTS v v TYPICAL SLAB ON GRADE DETAIL GENERAL NOTES & U a TYPICAL DETAILS v S100v PROJ ECT:21076.01 CONSTRUCTION PHASE EXTERIOR PLYWOOD LEGEND: WOOD SHEAR WALLS WALL SHEATHING PER SHEAR WALL 5" HOLDOWN HARDWARE 5, MIN. FROM END OF NOTES ANCHOR BOLT N, SHEAR WALL PANEL 29'-0 1/2" FOUNDATION WALL 2x6 WOOD BELOW x STUD WALL U) PER PLAN 22'-5 3/4" U.N.O. 3 1/2" 3 1/ " MIN. WOOD FRAMING c) NO OPENINGS MEMBER THICKNESS N SHEAR WALL PANEL FOR SHEAR WALL REQUIREMENTS T-6" 4'-8 5/8" 6-0 1/2" 4'-8 5/8" T-6" SHEAR WALL SHEAR WALL INDICATES WOOD SHEAR WALL: WITH HOLDOWN HARDWARE AT EACH END OF SOLID WALL - - - - - - - - - - - - - - - - - - 5 S x5 1/4" PSL (NO OPENINGS) - - - - - - - - - - - - - - - - - POST rF 3 1/2"x5 1/4"PSL � „ HOEDOWN(H/D) MODEL SEE SHEAR WALL NOTES 5 1/4 x5 1/4 PSL POSTS I 5 1/2 SIMPSON HDU8-SDS2.5 I POST I 2x6 WOOD STUD WALL, TYP EXTERIOR PLYWOOD 31/2"x5 1/4"PSL 4"CONC SLAB I I WALL SHEATHING I POST TOP OF SLAB EL 0'-6" PER SHEAR WALL WALL OR DOOR I SEE TYP DETAILS NOTES 5�� HOEDOWN HARDWARE OPENING HOEDOWN HARDWARE 5" I I CONTROL JOINTS I I ANCHOR BOLT ANCHOR BOLT CUT INTO SLAB - _ 3 1/2"x5 1/4"PSL --- - - - - co FOUNDATION WALL 2x6 WOOD I I I I POST PER PLAN BELOWx STUD WALL u —--`-- - F. I 3 1/2"x5 1/4"PSL �c) MIN. WOOD FRAMING I POST U.N.O. 3 1/2" N 131/: MEMBER THICKNESS dw PERFORATED SHEAR WALL FOR SHEAR WALL REQUIREMENTS i 1 2'-0' 1 CONC FTG I I INDICATES WOOD SHEAR WALL: 3-3 3/8 10„I CONC WALL 5 1/4"x 5 1/4"PSL 1 3'-3 3/8” WITH HOLDOWN HARDWARE I POST UP 1 AT EACH END S3.1 I I TO RIDGE i 5 1/4"PSL TOW 6" POST HOLDOWN (H/D) MODEL L- - - - - - - - - - - - - - - - - -� HDU8-SDS2.5 - - - o 0 � N � 4 SHEAR WALL LEGEND 2x6 WALL - 1/2 1 0 5 1/4 SQ INTERIOR PERFORATED 5 1/4 SQ 1 PSL POST SHEAR WALL PSL POST FIRST FLOOR I4"CONC SLAB ON GRADE WALLS FOR I Q POST 5 1/4 PSL REFERENCE 1 W II w = INTERIOR PERFORATED SHEAR WALL 5 1/4"SQ SHEAR WALL NOTES -� TOW 6" - - - - - - - - - PSL PSL POST _ _ _ _ _ _ _ _ POST 1. SHEAR WALL HOLDOWN HARDWARE AND LOCATIONS ARE NOTED v _ _ _ _ _ _ _ � _ _ o , ON SHEAR WALL PLAN AND SHEAR WALL DIAGRAM. `V - - t - fi -_-_-_- _-_- - - -3 1/2"x5 1/4" PSL - - - - - - � 2. SIMPSON HOLDOWNS AT EACH END OF PERFORATED SHEAR WALL o POST CONC WALL - - HSS3-1/2X3-1/2X3/8 /41 _ _ _ A36 STEEL BASE PLATE OR SHEAR WALL PANEL PER PLAN. 04 I I ON FTG TOW T-6" 3. SIMPSON SET EPDXY TIE ADHESIVE FOR HOLDOWN 3/4"x11"x0'-11" ANCHORS EMBEDDED INTO FOUNDATION. 1i1� TOP OF WALL ON 3/4" LAYER NON SHRINK GROUT 4. EMBED 7/8"DIA ANCHOR 15"MIN. INTO FOUNDATION. BELOW SLAB Q (4)5/8" DIA ANCHOR BOLTS 5. NOTE MINIMUM WOOD MEMBER THICKNESS (CHORD)AT SHEAR I 1 EL 8'-5 1/4",TYP I I EMBEDDED INTO FOOTING WALL PANEL ENDS. USE SOLID WOOD 6x6 POST AT EACH SHEAR 1 ; C) WALL 1 WELD BASE OF COLUMN WALL PANEL END. SEE SHEAR WALL PLAN. 1 „ TO BASE PLATE 6. PLYWOOD SHEATHING 15/32"(1/2") I I \ POST 5 1/4"PSL I NAILED WITH 1Od (COMMON WIRE NAIL SIZE) 1 1 11 HSS5X5X3/8 AT 4"oc AT PANEL EDGES AND 4"oc AT FIELD NAILING SQUARE COLUMN TO INTERMEDIATE STUDS. L - - - - - - SEE SLAB BLOCK OUT 7. NO HORIZONTAL JOINT IN SHEATHING FOR A MINIMUM 31/2"x5 1/4"PSL i b DETAIL OF 1 FT ABOVE AND BELOW RIM BOARD. I POST 8. SOLID BLOCK AT ALL PANEL EDGES WITH DIMENSIONAL SIZE TO - - 7 -j v 3-0 I HSS5X5X3/8 J MATCH FRAMING, J`• HSS5X5X3/8 a o CONCRETE FOOTING 9. WHERE SHEATHING IS INSTALLED ON BOTH SIDES _ _-__-__-__-__-__-__-__-__-__-_ r �-'I_ _ ° � OF SHEAR WALL, OFFSET VERTICAL PANEL EDGES 3 1/2"x5 1/4" PSL 1 TO FALL ON DIFFERENT FRAMING MEMBERS. I POST _ I - FTG PROJ 7 7" _ w L _j4"CONC SLAB TYP I 10.INSTALL HARDWARE PER MANUFACTURER'S I U) c� RECOMMENDATIONS. I SEE TYP DETAILS �, o 1 ► I WALD I N GARAGE II I O FISHERS ISLAND,NY COLUMN BASE PLATE DETAIL I 31/2"x51/4" PSL � 2 1/2" = 1'-0" o POST I I I wa x I I 1 ':;:% POST OFFICE BOX 802 OLD SAYBROOK 3 1/2"x5 1/4" PSL SEE I 25 1/ " . CONNECTICUT 06475 POST ENLARGE2x6 WOOD STUD WALL : 860 388 1224 ENLARGEMENT S1.1 I Consulting Engineers, P.C. GNOCBENG NEERS.COM o , DIMENSION MAYBE "I'A** BLOCK OUT SLAB ON TOW 6 1/8" r 1 10" ADJUSTED TO GRADE AROUND HSS5X5X3/8 1 1 CONC FTG - ACCOMODATE FIELD COLUMNS 3 1/2"x5 1/4"PSL I HSS5X5X3/8- COLUMN G REQUIREMENTS. POST L — — J 14'-6 1/4" Itis�S+vtlRTtsB�Q,Q'J+ U 101 I CONC WALL - q ® 1 1 PITCH SLAB TOP OF CONC 2'-0" CONC FTG TO GRADE I SLAB EL 0'-6" S2.1 i AT HIGH END CONTROL JOINTS I { 1 OFFSS�ONP CONTROL JOINT I SEE TYP DETAIL 3 1/2"x5 1/4" PSL PLAN I I POST KINLIN RUTHERFURD ARCHITECTS, PLLC 3 1/2"x5 1/4"PSL 1 I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 FULL DEPTH POST INEW YORK,NEW YORK 10018 FAX:(775)582-1736 PRE-FORMED _j I I a TOW 6" 5 1/4"x5 1/4" a ISOLATION JOINT ° x •� PSL POSTS 1 ' L - -5 1/4"SQ PSL- - - - - UP - TOW T-66" - - - -5 1/4"SQ PSL CONSTRUCTION PHASE TOC EL a SEE PLAN DATE: SEPTEMBER 13, 2022 X—x—x—x- -xX—x—x- w = a ° ° o ° — — o �r+ N i o BOF EL 09L 3 1/2"x5 1/4" PSL 3 1/2"x5 1/4" PSI. SEE PLAN INDICATES POSTS29'-0 1/2" POSTS SHEAR WALL SEE SHEAR WALL PERFORATED SHEAR WALL G ELEVATION NOTES GRADE IS SEE SHEAR WALL HIGH AT THIS LEGEND CORNER 0 FOUNDATION PLAN a° PROJECT TYPICAL SLAB ON GRADE BLOCK OUT AT n FOUNDATION PLAN NORTH COLUMN 1/411 = 1'-0" v Simi PROJECT:21076.01 (CONSTRUCTION PHASE PROVIDE 1 1/4"x 18 GA 5/8" PLYWOOD ROOF SHEATHING, TYP. METAL STRAP WITH UNLESS NOTED OTHERWISE 8-11/2"x10d NAILS PER SIDE EACH BEVELED RAFTER BLOCKING AT (16 NAILS PER STRAP) EACH RAFTER FASTEN STRAPS DIRECTLY TO RAFTERS RIDGE BEAM. SEE PLAN FOR SIZE. SLOPED SEAT RAFTER HANGER RAFTERS. SEE PLAN FOR SIZE. EACH RAFTER POST 2x6 WOOD STUD WALL BLW POST LRU POST SIZE PER PLAN. BELOW (2)2x8 HEADER BELOW POST CAP AT POST 1� BELOW BEAM/POST 'O 2x12's AT 16"oc O RIDGE BEAM - RAFTERS POSTS F �`QP� POSTS BELOW (3)2x12 BEAM BELOW ROOF RIDGE BEAM DETAILS (2)2x8 HEADER (2)2x8 HEADER 2x12 CEILING JOISTS AT 16"oc, TYP POSTS POSTS BELOW BELOW POSTS ROOF RAFTERS BELOW PER PLAN 1 POST S3.1 5 1/4"x5 1/4"PSL POST BELOW POST UP AND BELOW POST BELOW III II II II II II II _ SIMPSON H2A IIII I 11 I I I I 1 (2) 1 3/4"x 9 1/4" HURRICANE CLIP LVL HEADER+ EACH RAFTER TO III I I I I I I 11 I I I POSTS BELOW WALL STUD(ALIGN) POST O BELOW OPEN TO STAIR OPENING w III I I f I i t i t 11 1 1 ATTACH CLIP RAFTER TO WALL CONNECTION BELOW m AT OUTSIDE FACE TYP. DETAIL OF WALL " CONT RIM BOARD 1 3/4"LVL RAFTER TO WALL CONNECTION 2x4 WOOD STUD POST BEARING WALL BELOW PSL POST III I I 1 1 1 I I f BELOW UP _i_ I I I _I I_ I I I I PSL POST BELOW 17 7Iii S3-1- 2X3�i/2xxF8 _Fr -7 I T 1-1 -11- ITI I I I I IIpil I III III II II II II II If II II II II II II II II II IJI III II m II II IIIIII II II II II I I I II I II II II II II II Ii III II M w I 00 II I III I I I 11117/8"TJI 560 FLOOR JOISTS I I I I I I I I I I �I III I I ATI II I I IIII I I I I I I t I I I I 1 1 I I I I I I I I I I I I I I ISI III I I J I M (2) 1 3/4"x 9 1/4" I I I I I I I I I I I I I I I I I I I I I I i t I I I I I I I I I I I I +-I III I I LVL HEADER+ I DORMER WALLS ., POSTS BELOW II II SII I II II II II II II II II II II II II II II li it I� III II 31/2"x51/4" I I I I I i l l I I I I I I i t I I I I 11 I I I I I I I I I I I I IIIIII I I POST II I II I (3)1 3/4"x16"LVL BEAM I I I I 5 1/4"x5 1/4"1 I 11 I I I I IIIIII SOLID BLOCK AT BELOW 2-SPAN CONT _ I I I PSL POST UIP I I I I I I I I I I I I I PANEL EDGES I I I IIIIII I I I (FLUSH FRAME) o z HSSCc )III IIIIII I II II � II HSS COLUMN HSS COLUMN 8 9 � 1J1J_ L IL ji _L1 L� BELOW,L ,_LL 1L 1L BELOW a POSTEr T 7TTTT �T IT -7 —IT _T TF Tr �T TI— 7T Tr BELOW II I I I I I I I I I I I I I I I I I I I I I I I I I IIIIII I LAP PLYWOOD PANEL 1-'0"MIN CONT RIM I � WALD I N GARAGE ABOVE&BELOW BOARD (2) 1 3/4x 9 1/4 1 2x4 � 1 1 I I LVL HEADER+ IFISHERS ISLAND,NYFLOOR Z� w 117/8"TJI 560 FLOOR JOISTS WOOD STUD AT 16"oc+ HANGERSI I I I I 11 I I I I ( I I I I�o 11 POSTS BELOW FLUSH FRAME WITH DORMER WALL LVL BEAM, TYP o z III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ X UPPER LEVEL WALLS II 111111 II II II II II II II II II II II II II II II III IIS II �:% SHOWN FOR REFERENCE POST OFFICE BOX 802 OLD SOLID BLOCK III I I IIIIII I I 1 1 1 (3)1 3/4"x16" LVL BEAM I 5 1/4"x5 1/4"1 1 1 1 11 11 1 1 1 1 1 11tit ;' CONNECTICUT ROO; G AT PANEL EDGES POST 0 2-SPAN CONT PSL POST UP PHONE: 860 388 1224 0 BELOW III I I III I (FLUSH FRAME) I I I I I I I I i I I I I 11 15 1/4"1 11 Consulting Engineers, P.C. 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MAX. co 1 1 �7J I I I 1 I l l I I 1 1 1 11 I I I I I 1 1 1 1 I 11 1 1 c I I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 ( I 1 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 POST _ _ _ I I I`(� I I I ► I 11 I I I I 11 I I I I 11 I I 11 I I 1 I 1 I I I 11 I 1 I r 1 I x 1/2: DIA � o IBELOW POST BELOW I I 5 1/4 x5 1/4PL POSTS Om I I I I I I POSTS I BI ELOIII I I BOLTS UP & BELOWI I I I I I I I I I IIII I I CONSTRUCTION PHASE — - - — —3 N Q — iv DATE: SEPTEMBER 13,2022 LVL'S — r 0 6" 1'-0" 2'-0" 5 1/4"x 5 1/4" (2) 1 3/4"x 7 1/4" (2) 1 3/4"x 7 1/4" (2) 1 3/4"x 7 1/4" 5 1/4"x 5 1/4" PSL POST LVL HEADER BELOW LVL HEADER BELOW LVL HEADER BELOW PSL POST BELOW 3 1/2"x 5 1/4" BELOW MIN END DISTANCE 6" PSL POSTS 2x6 WOOD STUD CD WALL / rr MULTI MEMBER LVL CONNECTION v / UPPER LEVEL FRAMING 1 UPPER LEVEL FLOOR FRAMING PLAN PLAN G 1/4 1-011 v v O S1 I PROJECT:21076.01 CONSTRUCTION PHASE � II II II II 11 11 II II II II II 11 II / . ji l —41 — II— d �� II II II 1j II II II II II II II _� _ — � � II II II II 11 II II II 11 II 11 � _--________-- __2x10 ROOF RAFTERS —_ —_ _5/8" PLYWOOD_ @ 16"oc ROOF SHEATHING _ = a = T — _ _ =W T = =_ _ _=_=_=_ — — — — — — 2x6 WOOD STUD_ —_ 5 1/4"SQ_ _ IIII _ $ _ — I— _ = STUD WALL SHOWN = — _ 5/8"PLYWOOD ROOF GABLE END WALL PSL POST III' IT FOR REFERENCE UP TO I — _ SHEATHING — — — — — — — — — — — — -RIDGE BM I� _ _ I_I - - - - - - - - - - - - fi11111 LONG RAFTER— — — — — — — I x10 _AT 16"oc - - - - - SII - - - - - I� - - - - - - - - - - _ - - - - - - - - - - - AT 16"oc _ _ _ _ _ _ _ � =1 I I I Ililll I I - -_ =CAP RAFTERS7 = -' IIILAP SHED DORMER RAFTERS I I APRON_ _ SII I — SHED- I = _ RAFTERS = — DORMER — — — — — = X = _ - _ = _ I M — ROOF __ SHED DORMER RAFTERS _I = III I I2x1 p APRON AT 16=oc _ —I I RAFTERS — _ AT 16 oc= m x8 III _I b —5 1/4"SQ= _ _ �IIf��== _ —PSL POST UP o — — — — -DOUBLE UP RAFTERS- —TO RIDGE BM— >_ — — 2 _ I -4TDORMERWALLS _ _ _ _ _ _ _ w = 1 = — = = = = = =AT 16"oc = _ _ _ _ X— 0_ _ - _ = IIIII M - - h I� =1 =�� 1�11/ALDI N GARAGE o — = = r �, , p - - O LU — I _ > u — 2x8 = _ — _ — — II I I I I 1 = _ — — _ _ _I __w FISHERS ISLAND,NY — — i Iif� =m� = SHED= �II� wI _ M DORMER JII� — IY I c� —I =C�= POST OFFICE BOX 802 _ —_ _ ROOF_ _ I r, _ _ _ �— — — — — — — O �� — Z- C - ? � OLO► SAYBROOK b Q � = t1111� I ❑ "' w_I __� CONNECTICUT 06475 m= I = _ — II.v= — PSL POST UP = _ _ _ 0 ❑ I w ./ _ C�- w PHONE: 860 388 1224 IT w 11 w Consulting Engineers, P.C. 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N G v v / GARAGE SECTION U a DETAILS v S2m2 v V N a / PROJECT:21076.01 CONSTRUCTION PHASE 2x12 RIDGE BOARD 5/8" PLYWOOD ROOF SHEATHING X00 'cT BUILD UP OVER ROOF RAFTER FRAMING TO CREATE UPSWEPT CURVATURE PLYWOOD FLOOR SHEATHING SHAPE PER ARCHITECT SH 2x12 CEILING JOISTS LAP RAFTER (2)2x8 HEADER G 2x6 WOOD STUD v WALL 0 16"oc 0 v C WALDIN GARAGE FISHERS ISLAND,NY a SEE TYP DETAIL ANCHOR BOLT& PT SILL PLATEAfth POST OFFICE BOX 802 SEE TYP DETAIL � CONN C ICUROO 5 CONCRETE FOUNDATION 4 CONC SLAB ON GRADE PHONE: 860 388 1224 WALL REINFORCED WITH GNCBENGINEERS.COM #5 BAR VERTICAL+ TOP OF SLAB Consulting Engineers, P.C. o — - - — - — - - — - - — - - - STD HOOK AT CENTERLINE x—x—x—x—x _x�Xa dx—,P —K=x �xTx�b x —xTx Tx=X a - x9 X X X- x— x—x_-x.=x— ^xX�x-�x=ax TXT —x.—X—x—x x"=X a.X-�x 6 -OF WALL _+- - - - - v► - - - - - - - TOP & BOTTOM OF WALL GRADE y: OF NEW y/+ v b 2x4 CONT KEY y TYP. 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GNCBENGINEERS.COM o ; NEW 01 :_-- - OFESSIdNP o, :r i KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 wiNEW YORK,NEW YORK 10018 FAX:(775)582-1736 0 CONSTRUCTION PHASE 3 DATE: SEPTEMBER 13, 2022 0 r- 0 N 'o a 0 i H v G v V v O F. 3D VIEWs r, 1 3D VIEW 1 v G v r� v .o a S4mO PROJECT:21076.01 CONSTRUCTION PHASE U J� U a a A, F- WUW x Q �C Ao*'6A R G E I K h5h' I mm" E 1 E b A W "A' L"U"' I 51\0 " "m Ao* U IM L; W H TAX MAP NO . 1000, SECTION 5 , BLOCK 2, LOT 10 . 12 2875 CASTLE ROAD x FISHERS ISLAND, NEW YORK 06390 0 N DISTRICT R- 120 ARCHITECTURAL DRAWINGS: A-001.00 TITLE SHEET A-002.00 GENERAL NOTES & LEGENDS A-020.00 EXISTING - SITE PLAN A-021.00 PROPOSED - SITE PLAN A-101.00 GARAGE - CONSTRUCTION PLANS A-201.00 GARAGE - EXTERIOR ELEVATIONS A-401.00 CONSTRUCTION DETAILS A-501.00 WINDOW SCHEDULE A-502.00 EXTERIOR DOOR SCHEDULE E-101.00 GARAGE ELECTRICAL PLANS P-101.00 PLUMBING RISER DIAGRAM REVISED PERMIT SET 11.22.22 PERMIT SET 09.07.22 WALDI N PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 ,t i i `t KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL;(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 QED ARC, M T�OF N!Ey N N TITLE SHEET W W x 0 /4-001..00 PROJECT: 338 GENERAL NOTES CODE ANALYSIS a 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. USE/OCUPANCY: R3 (SINGLE FAMILY) TABLE 301 .2(1 ) ZONING: R-120 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA v 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING CODE OF TYPE OF CONSTRUCTION: TYPE V SUBJECT TO DAMAGE FROM NEW YORK STATE. DESIGN CRITERIA: PRESCRIPTIVE GROUND SNOW WIND SPEED SEISMIC WINTER ICE BARRIER FLOOD x FRAMING MATERIAL: DOUGLAS FIR #2 LOAD (MPH) DESIGN WEATHERING FROST LINE TERMITE DESIGN TEMP. UNDERLAY HAZARD C4 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING CODE OF CATEGORY ¢ NEW YORK STATE. THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK. THE WOOD DEPTH FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) HIGH 25 140 B SEVERE 40" MIN. MODERATE / 15 YES NO ZONE X � 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILITY INSURANCE POLICY, IN THE AMOUNT OF $2,000,000, AND WIND ADDITION FOR 130 MPH WIND SPEED CATEGORY. HEAVY ( ) WORKMEN'S COMP. AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND SUBCONTRACTORS. SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R314 5. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. LATERAL FRAMING AND SHEAR CONNECTIONS: ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE WITH TABLE 3.1 OF THE 6. ALL REQUIRED PERMITS SHALL BE OBTAINED, AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED W.F.C.M. THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES INCLUDED. TABLE 402.1 .2 4 INSPECTIONS AND SIGN OFFS. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT N UPLIFT CONNECTIONS: N 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT AND SHALL ALL ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE REQUIREMENTS FROM TABLE 3.313 OR GLAZED WD. FRAME BASEMENT SLAB CRAWL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. 3.3 IN THE W.F.C.M. CLIMATE FENESTRAT. SKYLIGHT CEILING MASS WALL FLOOR 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS SPECIFIED IN TABLE 3.3. ZONE FENESTRAT. WALL WALL (R-VALUE SPACE WALL 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN ENGINEERED CONNECTOR, (U-FACTOR) (U-FACTOR) (SHGC) (R-VALUE) (R-VALUE) (R-VALUE) (R-VALUE) (R-VALUE) & DEPTH) (R-VALUE) MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. CONSTRUCTION NOTES 4 0.32 0.55 0.40 49 20 or RAFTER/TOP PLATE CONNECTORS: 13+5ci 8/13 19 10/13 10, 2FT 10/13 1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF CONSTRUCTION SHALL SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, ANY FIRE DEPARTMENT CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BE REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACITY AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING AGENCIES. RIDGE STRAPS: CONNECTOR SPECIFICATION: RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE REQUIREMENTS GIVEN IN 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION SHOWN ON THE TABLE 3.4 OF THE W.F.C.M. DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER RIDGE FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S OVERTURNING RESISTANCE: SIMPSON LSTA 24 16 O.C. BEHALF FOR ANY ADDITIONAL EXPENSES WHICH ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS. FORESEEN BY PRIOR INSPECTION OF EXISTING CONDITIONS. A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. HIP RAFTER SIMPSON LSTA 24 16 O.C. HOLDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE CONTRACTOR SHALL FASTENERS TO EACH POST. RAFTER TO STUD/TOP PLATES HTS 28 @ 16 O.C. VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT AND OWNER BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS © 6" O.C. MIN. U.O.N. FOR RESOLUTION. INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE U.O.N. RAFTER TO HEADER HTS 28 @ 16 O.C. 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS NOT USUALLY PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL BE MEASURED FROM TOP OF FDN. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WITH COUPLER NUT AND THREADED ROD AS REQUIRED. LSAT 18 - 2.5 FT WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. ROOF SHEATHING: LSAT 30 - 3 FT IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, 8D COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL EDGES AND 12" AT HEADER TO JACK STUD 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER QUANTITY, THAT ITEMS INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, 8D COMMON NAILS SHALL BE SPACED IN THE SAME MANNER: 6" ARE 'DEFECT FREE, AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION, WHICH MAY INCLUDE BLOCKING, SPACING AT PANEL EDGES AND 12" SPACING AT INTERMEDIATE SUPPORTS. THESE PATTERNS MEET THE REQUIREMENTS OF THE 130 MILE MSTI 48 - 10 FT SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS PER HOUR WIND SPEEDS ON TABLE 3.8 OF THE W.F.C.M. AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE IN ACCORDANCE WITH THE SPEC. HEREIN. MSTI 72 - 16 FT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS AND FINISHES WALL SHEATHING: SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 16 O.C. WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY CONTRACTOR'S OPERATIONS. EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 2k" LONG MIN. 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT PANEL EDGES AND 8" STUD TO SILL SIMPSON LSTA 36 ® 16 O.C. NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. PERFORMANCE OF THE WORK. ALL WORK SHALL BE PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING PANELS CAN BE APPLIED AND LOCAL GOVERNMENTS FOR EACH APPLICABLE TRADE, , WHO SHALL AR ETC, ELECTRICAL,PLUMBINGRANGE FOR AND OBTAIN IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. ( ) PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. REQUIRED INSPECTIONS AND SIGN OFFS. HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, VENDORS AND MATERIAL SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO E:AVE. SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING THEIR WORK AND SHALL BE RESPONSIBLE FOR FLOOR JOIST BRIDGING: NAILING SCHEDULE: (FROM WFCM) ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE INFORMATION OCCURS ON THE DRAWINGS, BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR FLOOR DIAPHRAGM BRACING: OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH THE WORK OF OTHERS, AND BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4' O.C.. JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING REVISED PERMIT SET 11.22.22 PRIOR TO COMMENCING THEIR WORK. PERMIT SET 09.07.22 11, CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND EQUIPMENT, AND WOOD STUDS:ALL WOOD FRAMING IS DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4" INCH PLYWOOD. INTERIOR WALLS, UNLESS RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER FOR ALL HANGING FIXTURES, BLINDS, ETC. NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS, A MINIMUM OF THREE STUDS SHALL BE USED IN ALL WALLS. 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND/OR CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST RECOMMENDATIONS. TOP PLATES: WALDIN DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. THE DOUBLE PLATES SHALL CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP PEQUOT POINT 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, INCLUDING STREETS OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS. 2ITLEROAD FISOVERLAP HERSHERSISLAND,NEW YORK 06390 AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR THEIR WORK. 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND DISPOSE OF ANY COLLAR TIE TO RAFTER (FACE-NAILED) 8-8d PER TIE RESULTING TRASH. BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL MATERIALS AND COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY AND COMPLETE DATA ON ANY RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. 16. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD GUARANTIES AND TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. COORDINATE WITH OWNER. LEGEND 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING ALL PRODUCT STUD TO STUD (FACE-NAILED) 3-16d 24" O.C. GUARANTEES AND WARRANTIES TO THE CLIENT. PROPERTY LINE 1 PARTITION TYPE HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES 19. CONTRACTOR TO PROVIDE A TELEPHONE AND PRINTER ON SITE FROM THE FIRST DAY OF CONSTRUCTION UNTIL COMPLETION, A JOB FOREMAN OR PERSON IN CHARGE MUST BE ASSIGNED AND THE APPROPRIATE CONTACT INFORMATION GIVEN TO KINLIN RUTHERFURD 3-16d PER 2 X 4 STUD ARCHITECTS PLLC. - - CENTER LINE 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING OR TOP OR BOTTOM PLATE TO STUD (END-NAILED) 5-16d PER 2 X 6 STUD KINLIN RUTHERFURD ARCHITECTS, PLLC MANLFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS ARE NECESSARY FOR T HIDDEN, FUTURE, OR EXISTING CONSTRUCTION 01 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DELIVERED TO THE SITE AND INCLUDES BUT IS NOT LIMITED TO CABINETS, DETAIL REFERENCE 6-16d PER 2 X 8 STUD NEWYORK,NEWYORK 10022 FAX:(775)582-1736 WINDDWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, HVAC DUCTWORK ECT. A401 BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR 3-16d (1,2) PER FOOT 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST 1 02 EXTERIOR DOOR TAG BLOCKING (FACE-NAILED) BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST tiQED ARC y� 22. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST 01 SECTION REFERENCE Cs �� BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. A211 eq,. BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END t .,,. err WINDOW TAG 23. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST 1 02 EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END M TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW. ELEVATION TAG %4To�029 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK 4.1 tSE�� 24. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK BEING DONE. 02 INTERIOR DOOR TAG ._,, , N N w 25. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. 01/A-201 LEDGER STRIP TO BEAM (FACE-NAILED) 5-16d EACH JOIST GENERAL NOTES & IN EXTERIOR ELEVATION w JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST LEGENDS x REVISION CLOUD a 01 RIM JOIST TO JOIST (TOE-NAILED) 5-16d PER JOIST RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d (1) PER FOOT ®® . 04 SHEET 02 INTERIOR ELEVATIONS 00 NOTES: PROJECT: 338 - FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING 03 U a � u N 324. 91 x E 1 157.47 x MERESTONE / (FOUND) U/F N I ' EDWARD & LESLIE i O STONE WALL-�'" MCELWEATH O � � oP MERESTONE (FOUND) FENCE ALONG BOUNDARY LINE 2,730'± TO BURIED EAST MAIN ROAD I � //O��L S/�� \ � PR❑PANE I Yq� �� -FENCE GARDEN ' MERESTONE - P / — yP�p FENCE N 229. 90 E 975. 69 STONE WALLI'IIII ;I;;, " Q / �S. ''III' ' `� / 10. POOL EQUIPMENT Cd EXISTING .'Ii"I '� / EXISTING / f ESIDENCEI / O !III / bl l ow DECK O ;k I�II' ''lil` ,, Ii �11 / EXISTENG!! / IIII,RESID NC po �� IG;' FENCE �0� / \ 1-110, N/Fkp \ HILLARY SCHAFER // -FENCE '°o• `O/ O�j REVISED PERMIT SET 11.22.22 PERMITSET 09.07.22 WALDIN PEQUOT POINT 2875 CASTLE ROAD cO FISHERS ISLAND,NEW YORK 06390 APPROXIMATE O HIGH WATER Q� / \ 4' os �o / \ ' KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 N / OF NcN'- N I / EXISTING - w SITE PLAN ' N A-®20.00 0 1 EXISTING - SITE PLAN PROJECT: 338 1/32"=1'-0" CONSTRUCTION LEGEND CONSTRUCTION NOTES U 1. REFER TO SHEET A-002 0. ,. �\\ EXISTING WALLS TO REMAIN 2. REFER TO WINDOW & DOOR SCHEDULES (A-500 SERIES) 0. FOR SIZING & STYLE H U NEW CONSTRUCTION W 17- u U Q W x H x N N O N 03 A-201 SLIGHT CURVATURE IN ROOF SLOPE TO MIMIC MAIN HOUSE. COORDINATE WITH 23'—Oy4" ARCHITECT 26'-63/4 21'-6y4 3'-63/4 4" 4" 3'-63/4" 104 105 105 1'-10}Y4" (EXERCISE OVERHANG) A 1030 �/ \� X106 STORA GE 10241 io 1 I z ¢ z of z w o / \ M o 26'-3y" 1z IO� 15-OY4" >O i v 101 108 18'-9y4" 6'-4y" r a -, � � � � - _ 103 17 104 ; 3'-8" 15 0 W 1" 51 G -!- up'. 6R 36"' I 2 ro 1ST 0 w "N SIN i 18'-9 M 8'-7, iv I - I N Ya 1 1 1 1 I4 2'-0" (SIDE OVERHANG) 1 R® 1 i rr rq - F l-r I 1 1 1 1 I'R k70 `\ ENTRY _ __ 115 - - I r_w OPEN TO AV-6' [ I. { 0 \ 113 ' ` ' 0-n BELOW l 1 1_� I i II ; 11 I_- �MIN. 3'-0" RAILING I-1 I , , i 1 Ij _- J - - 102t - { ; 1 I REVISED PERMIT SET 11.22.22 z8-3eo 6" (OVERHANG)I � � i � i I � �n I � Y 3 PERMIT SET 09.07.22 _ --• r i r r I r I j I`� -rr I I ID i7 t 4'-1Yq" {- vj 103 ca } - } t O ' ] - - - �- - - iI - - - - - - - „o WALDIN IOVERHANG) CENTER WINDOW ON GARAGE 20� - I STORAGE 4 - - - - - PEQUOTPOINT 1 1 ; 6" ( u' DOORS BELOW 203 i I FISHERS ISLAND,NEW YORK 06390 � 2875 CASTLE ROAD t 11r r n��r' 2._4. c 3 j} 11/1vv t9'('7/4" _j-I-'. -a_� - j- 205 I �o 6" OVERHANG 1r \ uo 04 02 -1 -{ N A201 = A201 J Clr 1 II I GARAGE U 7 r '� ( i 102 116 I I !t I I I 00 r I I , t 1 los 4 1 w I� { '--I- I ',,,-- -- -`-� -F ;-'--I I ? ;- ,,, i I -J, I 20 - - - - - - - - - - - L - - - - - - - - - - - - „1 '� ! 'r_ ,_ t_; 1 ' T-0 FROM BELOW 11'-1 FROM BELOW Z l j - 4 2 " 0 71 - -} t {-; a_I I - 1 CENTER WIND i Y" ( ) Y" ( ) Y , OW ON GARAGE— 0 I ' �a DOORS BELOW M o I I O t-- 14'-0" (EQ) I 14'-0" (EQ) 111 I rl t9' 73/4" li _'' l 6" (OVERHANG)I r } { } _ _ t I I { { \ - 1 } CENTER WINDOW O I � � I I i 101 f { r -1 I KINLIN RUTHERFORD ARCHITECTS, PLLC 20 < { , 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 4 10 O t -,, t_i {- i_-. { i I ¢ _ -I -1I --- , - ( -' !I f I a c� .-I � r j� J 1. fi io ? I I I r1 J I o I o _id - 14' Oy4" I 2 ¢ n -a ]F{ { I J I M 3'-OY2" 21'-11" N-0/" I I , _ 3 209 I= 2'-0" SIDE OVERHANG 3 6 " 4' 7 3'-B ( ) y4 /4" O 4'-5" y4" z 2'-0" (SIDE OVERHANG) y R � " - 16'-7" (E -7" (EQ) ¢ <. 0)291 z i j ` OF No 33'-2• \ 4'-1y4" 15'-2y4" 4'-1y4" I o N 23'-5" I GARAGE — V-6- ARAGE — w Al M W 1,-6" 115 CONSTRUCTION PLANS 11,_1. _,'-6" x Ol A 201 3'-OY" 23'-1" 3'-Oy2" W29,_2" A-101,00 03 ROOF — PLAN ®2 2ND FLOOR / STORAGE — PLAN 01 GROUND FLOOR — PLAN PROJECT: 338 3/16"=1'-0" 3/16"=1'-0" N 3/16"=1'-0" U a a a E� U W H _ x U Q Q w w a N N O N 0 T.O. RIDGE - -- - -- -- ELEV. 22 _0__ 0 Lr i J J 1 ! ',I I , / -� - ,-I_ 1 _� I ' � ❑ I _ . ;- I I._i 1 � � 1 _ A 1 1._ T �1 I- -I 7;_ Ill, i,,, J Lli I 1 ,1_ -'7,1 r T_ , J 1 11 l i., l Li:.J L i i 1 l 1,11 _ -i,lD J -1, I -,J 1_I _ _ Z 1. �' 1 1 _�r_ -l,'r, L: _ '�- r I. T , •I- II _ I I I I -I-:- 1 1 I . 1 .1 �I I I- -i • I'IT r , , r' I _ r i I _ ,I_ -i- "i -J i , li -I '' 1 i LJ L �i _ _ i'. .I, - ,T I-,I-.-"-7 -__ J ---1, , I 7' .� - , .I ,.•,I�,..:r,, I.1,! 1,--J_,_�'T F' J , .-__ li .;-,7I 1 - -•,'_L irlr-_,_I _i , _L- _ ,II - I 'i' •I I: MD POINT OF TALL ROOF __ - - - - -- - - - - ------ I ----- - -- ----- - - -"- - - - -- ---- -- -- - - - 1_ ❑ _L I e 11� T .i T J `1 . _ r I �r .-7 I- ELEV. 15 -8 '1 r : , ,,, 1 T J �i ` l ,- - .r 'I-'' 2 3 I IIT 2 2 'I' I 2 1 :I lI / I: .I J-, ,r -I L 1I,. -,� .i_rr :I� - _ _L_Il,;_ ., i ,J.I_,.L- -'rJ--, _III L 1 i T ',1- I, 1�; r I" i' -- ❑ " r' Iii _r� `T 7 ❑ I _ - -i I : � ,, ,I - i I , -', T. ` -, r' .. _. -i._.i• ,:. � ,�,'� , il 'r I I, I ,-, 1 _ � I •'--'-' -'•-- I I ,-I T.. : , L '� I I I• - - - _ . . 7rr ITII ' : ; , I ! - T 11 _r -_,- i- -:] I' �� . ' i I_i 1 , _ .I _-: -J -- _ .. L.--_ _L, .I -.. J._:_L_, 1_, 1.. _J :-_1 _I- rr 1 _J _ .I ffi ❑ i- .,J. - -J. _1 J 7' yi _ _ i I I: .T, it ,i _ _ 1�` 1 J, I I _ _ L� ,, i I` � `I� 1T- - ? . '. f T I 1 I r I , I �I T� '-i I� j L I ? - T� 1 i I ( I i I i ;_ _ 1 i �f I � / - ,_ _ t I I -I - j' ,-, �, , - - _. � : I I., I ; I ..- ., T I �i-�, i- i- rt L �-� -I � 1-- L. 'I _1, r r ,I: ,I� I T f `,' f' ( 't -1' I i • I I l , 1 I ' ' ? � - ' :� i :- 1 1 Jr L . -.: 1 i� �1 I_ I i- .L ,i- ,- _, , T r `r - > r l -` I 1 � i, '; ( I i 7 11'T I r T`� I- 1 i T f �T' I `i I'I-. I I I `r- ND FLOOR STORAGE i- 1 11 T ELEV. 10 -4 : 'I r..., '? • ': ',:', _•-`I I ,i-; !_ -i• - �, I - '; •'I- II I I I I I I I II. ; r- I I' I � � I• 11 I I I � I Ii I ❑I-I❑ IIr', ❑_❑❑❑ ❑_❑❑❑ I ❑❑❑❑ ❑❑❑❑ ❑❑❑I—J ❑❑❑❑ I )1 -iL II d :,)-- �J''. ❑ ❑ ; ' ❑❑❑❑ ❑❑❑❑ ❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑ 4 ❑ I` b , �- • Iii I I I L 11 I _ IL it I I - :ill ! 1 !1 IL r -- 'J-i JL MID-POINT GRADE 1 '' f'' ELl Id j LEV. 1'-7 " (VARIES) i,J Ii� l 1, 1i-1 li; L �I Iyi1 -- I l'- + v tl - 1 ST FLOOR ELEV. 0'-6" - - - - - ---- .. - -- - - I , I I I I I „ I I I /hN GRADE EL O—0" VARIES 043/16'11 NORTH ELEVATION 033/16"=V-10" EAST ELEVATION —0 REVISED PERMIT SET 11.22.22 PERMIT SET 09.07.22 WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 MA)IIII HEIGHT AT RIDGE BASED ON GRADE AT DRIVEWAY T.O. RIDGE - ---- - -- --- - -- ----- --- ELEV. 22 _C).. 0 �, ,I ' � ' 1 - i, • I--' .I' 1rIJt• ',,,`.r.I - II r J IL ', : I .I ori 'I I I ,1, I I -1 L'I I , I I TII r r- IL-!-_ - -I I- - r ArI, : IlI 1 r' r r l r l 1 1 ) 1_r l� 11 I_L I l I I I I t, 1 III 1 I I I L ,- �-I'-I ,.-. 'I.1-'I I-:-�'I:_ • _' , l '',I _ 'I- ;..L _ _ -I'�' I r ' - , - I - -1-;-'_ - ' - - I'.- ' I-!1 I-�1-�_l,! �''' 1 J .I ❑_ �I .� �l __Illy I' :i. - _'-� I ,I-.I ..I_._ i 'I I _ ,_L 1.1 ❑ : MID-POINT OF TALL ROOF - - -I - LIT II -- - -- - -- - ------ - - --- - - --- ---- - - ---- - - ----- - -- -- -- - -- --- -- � i I -"r IIT -�-I: I T. t. -- I - +l - ELEV. 15 8 '-, ,I-, I' I I L-I !`I I I_I I' L I -' ' Jr' 'r 1, , r_I_J.. I I: I I '. I I I I I I' i i I I 2 8 2 7 2 6 2 4 I i I i I i� I ,_I I 'i_1 J I II -1 11_ 1 �I -i I I 1 -' -'- --(- 'I -1 -'' - 1 � I - r I f1 _ 1; r r r-r�• I NL F I� I I I 1 1 1 r KI IN RUTHER URD ARCHITECTS, PLLC - 1 IJ, , u- - - ,' i- i ,II ''r' ,' 7 ; , ; I I l r I ,' I �'rl., I i 1 I a L 1 I 1 I i. - r -t T, `I' `r `r' i I i '1 i' `1 I I I ,, 9 EAST 54TH STREET SUITE 2 _ I, i 5 9 TEL: 212 695-2988 I , _ _ '' 1,�. I I I I ,.I-1 _i i 'I .J 'i I, I � J II I .. _., -. - ,.- ,, .:-� ' - - ,- I- NEWY RK NE Y RK1 I , , _ r,- - r '- '-, -T-. T ,I. I , , j I 0 W 0 0022 FAX:(775)582-1736 r , r , , , i - 7 r 11 `-r' I', r - - -� -=J ' -rl - - - -` - r 1" T T i _ T"'-I' i' i' ! •I' -- - III -T -`-1-` 'rh- T ' l l I _.. _.1..-L .-,_: :- . 1 1 ;- '� J_ 1 _�I- I- T 'i` 1 r 1 1 `i i I I it 'I'i I 1� L a I- 'I I , , I i 1 I� I 1 - - - - : i `I' 1 i 2ND FLOOR STORAGE i' L i--i.I J i L, : ------ ----- -- -- ---- ---- +- - , —r- rt � � � rT -t-F=r-•---�-' 'fir {-f--�r---,--, � rt 1 .. ELEV. 1 —4 � -_, ,_. .;,!,._.- ` r I r','- -1- _:,, 'I '' I , I I-L I I I �is�,I_ I !_' _, �� APO - ❑ I I_ �t C✓T f/" - b I� I' 'I — 'I-, II , Ii .I i I I I I I I i I G � I I i I 1_ _ II II t. .;-IJ -' ,--.I, '� / _._�.i1 ,:_i-'_ ._-'� _1- '-1 I -1'' - I -. - ll- I� I' r/ - - --- - � Iil' � 'i 'I I A V � L � is I LII L -: -i1 I i I I I -,'I -I - _ 1y. II , I - i L �. I it - f , I' II -, •-- : I I i-i' I. L '1 L 1 1 I! 0 I112i�L I i i' I II I i I I - _ I a I I I I I I I I I- I' I I �I I I `I` ; I `I I I - ,7 I �J- i. 1� 1 I I I I i ; Ii Q i I i 29 I I I I�" � - d I li I i it I I' i� I II I I I I; I 'I I II i, _I- _�- L i' ,Li) ti_ , '-I'�_- '�_:�. _J' I , I i I i I I I 'I �i , - !I I� I L- F �t ID PRINT GRADE I I I I I i I II I I' M _;_i111_11-i1 l _ I J. i I '�_ I J, 1. J. - ._JI I yi I III 1, I I ' L•, , ,I n F`1`1 M " - � ELEV. 1'-7�' (VARIES) I I I :I I I' , I ,• I I : . J I , I i -- --------- --- � ---- -- FLOOR cNv 1ST - - - ------ -- Q) - - - - - - - -- - -- - -- -- - - -- - - - ---- -- - ------- - ------ - -- - - --- - - -- - - ELEV. 0 -6 -- - -- -- -- - - - - -- - - - ---- - -- -- - - -- - — - -- - -- - -- --- - I-= '- - - -` GARAGE 1 , I II I 0 GRADE : I - -C I l�II , 1 W HEGHT OF FOOTINGS&C C ,E��; EXTERIOR ELEVATIONS GRADE AT REAR VARKS,COORDINATE W/GRADE Fw F� T TL NL Q A-201,00 10 02 SOUTH ELEVATION 01 WEST ELEVATION PROJECT: 338 3/16"=1'-0" 3/16"=1'-0" U 16"O.C. TYP a a E~ WU H u TOP PLATE, COORDINATE WITH STRUCTURAL x x N HEADER, COORDINATE WITH cn © STRUCTURAL Q J a_ W W O O 0 Z_ WINDOW R.O. (SEE PLANS) 2X STUDS, COORDINATE WITH STRUCTURAL 02 TYP. WINDOW FRAMING NTS REVISED PERMIT SET 11.22.22 PERMIT SET 09.07.22 PARTITION TYPES WALDI N PEQUOT POINT - SINGLE LAYER 5/8" GYP. BD., EACH SIDE 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 16" O.C. I, - 2x4 WD STUDS 16" O.C. W/ BATT INSUL. PARTITION 1 - PANELS SCREW ATTACHED - --- - JOINTS FINISHED SCALE: 1 1/2"=1'-0" 1 - PERIMETER CAULKED a PARTITION TYPE 1 IS TYP. - ALL UNTAGGED WALLS IN PLAN TO BE TYPE 1 - SINGLE LAYER 5/8" GYP. BD., EACH SIDE 16" O.C. - 2x6 WD STUDS 16" O.C. W/ BATT INSUL. PARTITION 2 — PANELS SCREW ATTACHED - JOINTS FINISHED SCALE: 1 1/2"=1'-0" 2 - PERIMETER CAULKED NOTES: KINLIN RUTHERFURD ARCHITECTS, PLLC 1. PROVIDE MOISTURE RESISTANT GYP. BD. IN ALL AREAS CONSIDERED WET (KITCHENS, BATHROOMS, LAUNDRY, ETC.) 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 2. PROVIDE APPROPRIATE SUB-SURFACE AT ALL TILED SURFACES. NEWYORK,NEWYORK 10022 FAX:(775)582-1736 3. PROVIDE APPROPRIATE SUB-SURFACE AT ALL SURFACES TO RECEIVE PANELING, COORDINATE W/ MILLWORKER & ARCHITECT. D Pity t i CIA ",,OF N " N CONSTRUCTION DETAILS W x cn a z /� 4 ° 01INTERIOR WALL PARTITIONS PROJECT: 338 lJ 1-1/2"=1'-0" WINDOW SCHEDULE GARAGE -GROUND FLOOR U WINDOW# ROOM NAME WINDOW TYPE MANU. PRODUCT# WIDTH (R.O.) HEIGHT(R.O.) JAMB DEPTH CASING TYPE DIVIDED LIGHT SCREEN HARDWARE EXTERIOR CLADDING REMARKS (2) OPERABLE CASMENT WINDOWS PER ROUGH OPENING. (1 V 101 STORAGE- 114 E MARVIN ULTIMATE CASEMENT-CN2478 4'-1" 6-5-5/8" - TYP. WOOD SDL Y - ALUMINUM SWING LEFT/1 SWING RIGHT) MATCH SUNROOM AT MAINHOUSE Q (2) OPERABLE CASMENT WINDOWS PER ROUGH OPENING. (1 102 STORAGE- 114 E MARVIN ULTIMATE CASEMENT-CN2478 4'-1" 6'-5-5/8" TYP. WOOD SDL Y - ALUMINUM SWING LEFT/ 1 SWING RIGHT) MATCH SUNROOM AT MAINHOUSE (2) OPERABLE CASMENT WINDOWS PER ROUGH OPENING. (1 103 STORAGE- 114 E MARVIN ULTIMATE CASEMENT-CN2478 4'-1" 6-5-5/8" - TYP. WOOD SDL Y - ALUMINUM SWING LEFT/ 1 SWING RIGHT) MATCH SUNROOM AT MAINHOUSE (2) OPERABLE CASMENT WINDOWS PER ROUGH OPENING. (1 104 STORAGE- 114 E MARVIN ULTIMATE CASEMENT-CN2478 4'-1" 6-5-5/8" - TYP. WOOD SDL Y - ALUMINUM SWING LEFT/ 1 SWING RIGHT) MATCH SUNROOM AT N MAINHOUSE N N (2) OPERABLE CASMENT WINDOWS PER ROUGH OPENING. (1 © 105 STORAGE- 114 E MARVIN ULTIMATE CASEMENT-CN2478 4'-1" 6-5-5/8" - TYP. WOOD SDL Y - ALUMINUM SWING LEFT/1 SWING RIGHT) MATCH SUNROOM AT MAINHOUSE (2) OPERABLE CASMENT WINDOWS PER ROUGH OPENING. (1 106 STORAGE- 114 E MARVIN ULTIMATE CASEMENT-CN2478 4'-1" 6-5-5/8" - TYP. WOOD SDL Y - ALUMINUM SWING LEFT/ 1 SWING RIGHT) MATCH SUNROOM AT MAINHOUSE (2) OPERABLE CASMENT WINDOWS PER ROUGH OPENING. (1 107 STORAGE- 114 E MARVIN ULTIMATE CASEMENT-CN2478 4'-1" 6-5-5/8" - TYP. WOOD SDL Y - ALUMINUM SWING LEFT/ 1 SWING RIGHT) MATCH SUNROOM AT MAINHOUSE (2) OPERABLE CASMENT WINDOWS PER ROUGH OPENING. (1 108 STORAGE- 114 E MARVIN ULTIMATE CASEMENT-CN2478 4'-1" 6-5-5/8" - TYP. WOOD SDL Y - ALUMINUM SWING LEFT 11 SWING RIGHT) MATCH SUNROOM AT MAINHOUSE 109 GARAGE - 116 A MARVIN ULTIMATE CASEMENT- UCA3060 E 2'-7" 4'-11-5/8" - TYP. WOOD SDL Y - ALUMINUM - 110 GARAGE- 116 B MARVIN ULTIMATE CASEMENT- UCA3048 E 2'-7" 3'-11-5/8" - TYP. WOOD SDL Y - ALUMINUM - 111 GARAGE- 116 B MARVIN ULTIMATE CASEMENT- UCA3048 E 2'-7" 3'-11-5/8" - TYP. WOOD SDL Y - ALUMINUM - 112 GARAGE- 116 B MARVIN ULTIMATE CASEMENT- UCA3048 E 2'-7" 3'-11-5/8" - TYP. WOOD SDL Y - ALUMINUM - 113 GARAGE- 116 F MARVIN ULTIMATE- UGL4630 4'-6-1/2" 3'-0" - TYP. WOOD SDL Y - ALUMINUM - 114 GARAGE- 116 F MARVIN ULTIMATE-UGL4630 4'-6-1/2" 3'-0" - TYP. WOOD SDL Y - ALUMINUM - 115 GARAGE- 116 F MARVIN ULTIMATE- UGL4630 4'-6-1/2" 3'-0" - TYP. WOOD SDL Y - ALUMINUM - 116 GARAGE- 116 F MARVIN ULTIMATE- UGL4630 4'-6-1/2" 3'-0" - TYP. WOOD SDL Y - ALUMINUM - GARAGE -2ND FLOOR-STORAGE WINDOW# ROOM NAME WINDOW TYPE MANU. PRODUCT# WIDTH (R.O.) HEIGHT(R.O.) JAMB DEPTH CASING TYPE DIVIDED LIGHT SCREEN HARDWARE EXTERIOR CLADDING REMARKS 201 STORAGE-203 C MARVIN ULTIMATE CASEMENT- UCA3036 E 2'-7" 2'-11-5/8" - TYP. WOOD SDL Y - ALUMINUM - 202 STORAGE-203 C MARVIN ULTIMATE CASEMENT- UCA3036 E 2'-7" 2'-11-5/8" - TYP. WOOD SDL Y - ALUMINUM - 203 STORAGE -203 C MARVIN ULTIMATE CASEMENT- UCA3036 E 2'-7" 2'-11-5/8" - TYP. WOOD SDL Y - ALUMINUM - 204 STORAGE-204 B MARVIN ULTIMATE CASEMENT- UCA3048 E 2'-7" 3'-11-5/8" - TYP. WOOD SDL Y - ALUMINUM - 205 STORAGE-204 B MARVIN ULTIMATE CASEMENT- UCA3048 E 2'-7" 3'-11-5/8" - TYP. WOOD SDL Y - ALUMINUM - 206 STORAGE-204 B MARVIN ULTIMATE CASEMENT- UCA3048 E 2'-7" 3'-11-5/8" - TYP. WOOD SDL Y - ALUMINUM - 207 STORAGE-204 B MARVIN ULTIMATE CASEMENT- UCA3048 E 2'-7" T-11-5/8" - TYP. WOOD SDL Y - ALUMINUM - 208 STORAGE -204 B MARVIN ULTIMATE CASEMENT- UCA3048 E 2'-7" 3'-11-5/8" - TYP. WOOD SDL Y - ALUMINUM - 209 STORAGE-204 D MARVIN ULTIMATE- UDGRT5628 4'-9" 2'-4-1/2" - TYP.WOOD SDL N - ALUMINUM - NOTES: REVISED PERMIT SET 11.22.22 1. GC TO VERIFY ROUGH OPENING DIMENSIONS WITH CONSTRUCTION PLAN PERMITSET 09.07.22 2. ALL WINDOWS TO BE "MARVIN ULTIMATE COASTAL SERIES" - IMPACT ZONE 3 / HURRICANE CERTIFIED - UNLESS OTHERWISE NOTED 3. REFER TO SHEET A.501 FOR WINDOW TYPES 4. REFER TO EXTERIOR ELEVATIONS FOR SWING DIRECTION WALDIN PEQUOT POINT REFER TO 75 ATL A � WINDOW SCHEDULE FISHERS ISLAND,NEW YORK 06390 1/2 R.O. 1/2 R.O. I REFER TO / \ j LIJ WINDOW SCHEDULE w ! REFER TO EQ EQ cy WINDOW SCHEDULE REFER TO o EQ EQ w WINDOW SCHEDULE _ REFER TO WINDOW SCHEDULE REFER TO _ _ J oWINDOW SCHEDULE J = Or w z w EQ I / EQ c� U J W N / W OO -�-- r--- ------ - ----- l EQ I EQ � � �-- --------- __ _ _ ----- -- 11 cn / ------ - -_-_ W W W �, � j w � / ( KINLIN RUTHERFURD ARCHITECTS, PLLC Or :D EQ J.11 EQ cy \ c� ---—__ EXT. DOOR SCHEDULE U a GARAGE -GROUND FLOOR a U EXT. DOOR# ROOM NAME EXT. DOOR TYPE MANU. PRODUCT# WIDTH (R.O.) HEIGHT(R.O.) JAMB DEPTH CASING TYPE DIVIDED LIGHT SCREEN HARDWARE EXTERIOR CLADDING REMARKS H 101 GARAGE- 116 C - CUSTOM 9'-0" 8'-0" - TYP. WOOD SDL N - - HINGED OR LIFTED TRACK-TBD u102 GARAGE- 116 C - CUSTOM 9'-0" 8'-0" - TYP. WOOD SDL N - - HINGED OR LIFTED TRACK-TBD ¢ 103 GARAGE- 116 C - CUSTOM 9'-0" 8'-0" - TYP. WOOD SDL N HINGED OR LIFTED TRACK-TBD 104 ENTRY- 113 A MARVIN ULTIMATE- FRENCH 3'-0" 8'-0" - TYP. WOOD SDL Y - SWINGING DOOR 105 STORAGE - 114 B MARVIN ULTIMATE- FRENCH 5'-10" 8'4" - TYP. WOOD SDL Y - - - SWINGING DOOR a NOTES: 1. GC TO VERIFY ROUGH OPENING DIMENSIONS WITH CONSTRUCTION PLAN © 2. ALL EXT. DOORS TO BE IMPACT ZONE 3 / HURRICANE CERTIFIED - UNLESS OTHERWISE NOTED 3. REFER TO SHEET A.502 FOR EXT. DOOR TYPES REFER TO EXT. DOOR SCHEDULE REFER TO EXT. DOOR SCHEDULE REFEEQ EQ EQ EQ EXT. DOORRSTOEDULE REVISED PERMIT SET 11.22.22 PERMIT SET 09.07.22 it I � I / WALDIN EQ EQ EQ EQ E E c� EQ EQ W PEQUOT POINT I / Q Q w 2875 CASTLE ROAD i FISHERS ISLAND,NEW YORK 06390 z CN � i/ / LLJ LLJ Ww --- -- ---� -- -- w ------ - - 0 0Lli � � i o Lli U U / V) cn W V) / ct I cif OO -- --- ---—---- --- ---- L—- - O OO -- -- —---- ---------- O X X O X W w W w O O O ---- -- r -------- - --- - -- - X W Of / W KINLIN RUTHERFURD ARCHITECTS, PLLC \ 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 ��D ARCyi n o29n v1 o �C QF NC141 , N w EXTERIOR w - DOUBLE 8 PANE (TOPGGLAZESS DOOR DOUBLE -PER SIDE) 12PANE (PER SIDE) SINGLE 6 HINGED GLASS R PANE (TOPGLAZ ) DOOR SCHEDULE w x +n a NOTES: A-502 ,00 EXT. DOOR TYPES PROJECT: 338 1. REFER TO A.502 EXT. DOOR SCHEDULES FOR DIMENSIONS AND OTHER RELEVANT INFORMATION O 3/4'=I'-o' ELECTRICAL LEGEND ELECTRICAL LEGEND CONT'D ELECTRICAL NOTES 10. GC TO FURNISH AND INSTALL ALL LIGHT FIXTURES AS PER U 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. ARCHITECTS SPECIFICATIONS. `4 ANY 3-WAY SWITCHES TO BE SMARTLY DIMMED SO THAT ALL 11. ALL EXTERIOR LIGHTING AND POWER TO BE WEATHERPROOF. A''� \\\\\� \ \ \ EXISTING WALLS TO REMAIN �wP WATERPROOF DUPLEX RECEPTACLE SWITCHES ARE DIMMABLE. , SWITCHED DUPLEX RECEPTACLE U � NEW CONSTRUCTION OUTLET, ONE SIDE ONLY 2. ALL RECEPTACLES ARE TO BE "DECORA" STYLE, AND ALL DIMMER ��. GROUNDED FAULT RECEPTACLE OUTLET SWITCHES ARE TO BE 'DIVA" SWITCHES WITH NO NIGHTLIGHT. ENERGY ANALYSIS (R404.1 2020-NYECC� b WALL MOUNTED LIGHT FIXTURE S NOT LESS THAN 90% OF THE PERMANENTLY INSTALLED LIGHTING u QUADRUPLEX RECEPTACLE 3. OTHERWISE NOTED.ALL LIGHT FIXTURES TO BE HIGH EFFICACY UNLESFIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS ♦ RECESSED LIGHT FIXTURE ® WATERPROOF RECESSED LIGHT FIXTURE FLOOR RECEPTACLE 4. ARC-FAULT TYPE OUTLETS ARE REQUIRED UNLESS + SURFACE MOUNTED LIGHT FIXTURE b TELEPHONE/DATA NOTED AS GFI. UNDER CABINET STRIP LIGHT TELEVISION 5. ALL DETECTORS TO BE COMBINATION SMOKE/CARBON MONOXIDE. ALL DETECTORS SHALL BE HARDWIRED WITH INTERCOM ® EXHAUST FAN BATTERY BACK UP & INTERCONNECTED. REVIEW ALL $ SWITCH THERMOSTAT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION $ DIMMER SWITCH $} SMOKE/CARBON MONOXIDE DETECTOR 7. ELECTRICAL INSTALLATION TO BE DESIGN-BUILD BY A LICENSED 3-WAY SWITCH CONTRACTOR. $,p 3-WAY DIMMER SWITCH DOORBELL 8. NEW FRAMING WITH THIS LAYOUT. ANY CONFLICTS IN LAYOUT $-. DOOR OPERATED SWITCH HE FIXTURE FITTED WITH A SHOULD BE IDENTIFIED TO THE ARCHITECT FOR RESOLUTION o HIGH-EFFICACY LAMP PRIOR TO COMPLETION OF FRAMING. © DUPLEX RECEPTACLE 9. EXISTING ELECTRICAL PANEL LOCATED AT MAIN HOUSE, ALL NEW ELECTRICAL WORK TO RUN BACK TO THIS PANEL D 3D I STORAGE ROOM I I I 3D I cF L PR N� \ ENTRY — HI--- NI--- NI--- � N�-- NI--- � NI---- 3D 3D REVISED PERMIT SET 11.22.22 PERMIT SET 09.07.22 I I WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 o El I I STORAGE GARAGE I 13 I I I I I I I I KINLIN RUTHERFURD ARCHITECTS, PLLC 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 NEW YORK,NEW YORK 10022 FAX:(775)582-1736 I D APO, I °2q �1yoti N N wri GARAGE - N �~ ELECTRICAL PLANS W 04E-1.01.,0 0 ° 022ND FLOOR / STORAGE - PLAN 0 1 GROUND FLOOR - PLAN PROJECT: 338 3/16"=1'-0" N I 3/16"=1'-0" a LEGEND (PLUMBING & GAS) a a 0 0 H U o W TUB / SHOWER REFRIGERATOR TOILET H LAVATORY DISH WASHER N N O N WASHING MACHINE SINK WASTE LINE DRYER ----- SUPPLY LINE JL VENT RANGE INLET VALVE NOTES 1. DO NOT SCALE FROM THIS DRAWING. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF THE TOWN OF SOUTHHOLD. 3. ALL CERTIFICATES, PERMITS OR OTHER REQUIREMENTS SHALL BE PAID FOR AND OBTAINED. 4. VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. 5. DELIVER CERTIFICATES OF FINAL INSPECTION TO THE OWNER BEFORE APPLYING FOR FINAL PAYMENT. 6. HORIZONTAL DRAIN PITCH TO BE BETWEEN J" & A" PER FOOT. 7. SPACING BETWEEN CLEANOUTS SHALL NOT EXCEED 50'. 8. WORK TO BE GUARANTEED FOR A PERIOD OF (1) YEAR AFTER SUBSTANTIAL COMPLETION. 9. ALL HOT AND COLD WATER LINES TO HAVE SHUT OFF VALVES. REVISED PERMIT SET 11.22.22 PERMIT SET 09.07.22 WALDIN PEQUOT POINT 2875 CASTLE ROAD FISHERS ISLAND,NEW YORK 06390 i #1 ROOF II4" V.T.R I I L2_ __ KINLIN RUTHERFURD ARCHITECTS, PLLC _1 59 EAST 54TH STREET,SUITE 92 TEL:(212)695-2988 I NEW YORK,NEW YORK 10022 FAX:(775)582-1736 1 ,i 2" A f? . r Cli l POWDER rc, FIRST FLOOR GARAGE �r :z M `\ N W PLUMBING N 4 EX. SEPTIC F RISER DIAGRAM a ¢ P-101,00 O 1 PLUMBING RISER DIAGRAM N.T.S. PROJECT: 338