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HomeMy WebLinkAbout51754-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51754 Date: 03/18/2025 Permission is hereby granted to: Zoo 538 LLC c/o Nathalie Y George West Palm Bch, FL 33407 To: Construct additions and alterations to an existing-single family dwelling as applied for to include third story sprinkler system, new window and door replacements, interior alterations and deck and porch additions. Premises Located at: 396 Upper Shingle Hill Rd, Fishers Island, NY 06390 SCTIVI#9.-1-17 Pursuant to application dated 12/23/2024 and approved by the Building Inspector. To expire on 03/18/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $2,170.50 CO Single Family Dwelling-Addition /Alteration $100.00 Total $2,270.50 Building Inspector TOWN OF SOUTfrIOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1 ]79 Southold NY 1 1971 0959 Telephone (631) 765-1$02 Fax (631) 765-950"7 Iri'.1�. ,r � � a r�taarNfY i' Date Received r APPLICATION I I PERMIT For Office Use Only � w PERMIT NO. Building Ins ector, , �°a� �p p _.... Il.. 024 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. Date:12.16.2024 „4 `I C tR(S)'OF P'ROPERTY.- Narne:ZOO 538 LLO, Ouintin & Natalie George SCTM# 1000-9-1-17 Project Address: Southold, NY 396 Ups g P _. 9176819519 Err�ai�:Quiritin.George@asr-group.com Shingle Hill Rd, Fishers Island, Phone#: Errrail: °irttin.Ceorge asr-greuwcom Mailing Address. CONTACT PERSON � .Name:Jared Sedam ..w... ...�._..... ..........�.�� �� .�-..��.., .�, ,�� Mailing Address:2917 Valley Forge Street, Sarasota, FL 34231 _Phone 4:2032330131 Emaillared@jaredsedam.com FORMATIONS - DESIGN PROFESSIONAL IN� � ' Name:Jared Sedam Mailing Address:2917 Valley Forge Street, Sarasota, FL 34231 Phone#: Email.j...-.,..,...,,.�..j..w,,.,.. .�._..�...���m_2032330.1.31...�. ...�._....,_...�W�....._.�._,.�......,�� ... ..._.._. aredC� aredsesedam com. ..�_�.�� ...�..M.�. ..�m���� ...�. CONTRACTOR INFORMATION Name:H P Broom Housewright Inc --------------- Mailing Address:162 Ferry Road, PO Box 70, Hadlyme, CT 06439 Phone#:8605264369 Email:-,;,kip@hobroom.com DESCRIPTION OF PROPOSED CONSTRUCTION UIVew Structure INAddition WAlteration ISRepair ❑Deanohifcf., Estimated Cost of Project: i ❑Other ��-. - --- -Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes KNo .................. ki rr 1 PROPERTY INFORMATION Existing use of property:Singie Family Intended use of property:single Family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 Non Conforming this property? ❑Yes ONO IF YES, PROVIDE A COPY. X Check Box After Reading The owner/contractor/design professional is responsible for a6 dralrrage 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 thae Buildlhg 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,bulldinicodle,, housing code and regulations and to admit authorized Inspectors on premises andin 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)Jared Sedar Authorized Agent ❑Owner Signature of Applicant: Quintin George Date:202ig fly f i t , -e5,oe g pp g Date:zal� r_.I -as,00, Date: 12.16.2024 F:ior*,ad(a) STATE OF e` ) DARRIEL BROOKINS SS: Notary Public State of Florida COUNTY OF S(11QSy+G ) Comm#MM612908 Expires 11/16/2023 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Dom..:. _. 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 le day of jj�1� 20_)�- Notary Public P R OZE R Y f; i E R .y U..i.., 0 R!Z 10 (Where the applicant is not the owner) Quintin George residing at 3200 N Flagler Dr, West Palm Beach, I, FL 33407 Jared Sedam do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. :o , 2i2 : oQuintin George zoa .,6133a w t oo 12.16.2024 Owner's Signature Date Quintin George Print Owner's Name 2 a 1=er, Trace W From: DwCe ""� y� — LxlTl Sent: Frid 28, 025 11:0 AMTo: 'JarSubject: RE: � �dlli9 of Jared, � oi �. I am struggling with this application because it does not show proper egress from the attic floor, nor is there a fire alarm or sprinkler system required in a third story. Also,the reconstruction of the from porch exceeds the allowable 30 sq ft. dimension to be exempt from the required front yard setback. Can you reduce the porches size or file for the front porch later as an amendment this way the permit will not be held up for the variance process.Another possible answer is if it complies with the average front yard setback of the parcels within 300 feet both ways of the property line.To accomplish that you would have to submit each survey showing the current front yard setback. If you have questions, I would suggest you call Mike since he is more familiar with the property and not just seeing on paper. Thank you, Tracey From:Jared Sedam <jared@jaredsedam.com> Sent:Wednesday, February 26,2025 2:14 PM To: Dwyer,Tracey<tracey.dwyer@town.southold.ny.us> Subject: 1000-9-1-17 Hi Tracey, I hope you are well. Any updated on permit for the property at 396 Upper Shingle Hill Road, Fishers Island? Tax map 1000-9-1-17. The owner is getting restless and wants to get a big chunk of the re-framing done before the hammer ban noise ordinance from June to Sept. Jared Sedam Phone: 203-233-0131 Email: Web: jaredsedam.com The contents of this email may be protected by copyright law.Any unauthorized use or disclosure of its contents is strictly prohibited. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 i a Suffolk County Dept.of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name HARRY P BROOM Y' Business Name HP BROOM HOUSEWRIGHT INC This t rUfle khaa5 the beater m dWy lrawise 1 License Number H-13061 by the County of sAAit k Issued: 11101l1986 je*M 4f�C4k +r ° Expires: 11/0112025 Commissioner AC RiY CERTIFICATE OF LIABILITY INSURANCE DATE2/16/2024 Y) �- 12/16/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the poticy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER N'AM oNf°c" Ann Archer AssuredPartners Northeast LLC DBA Thompson and Peck PHONE (203)389-2156 (475)234-6921 p BAR wwwww Itic N s: w 1412 Whalley Ave. ADDRESS: aa'Cher@thompsonandpeck com INSURER S)AFFORDING COVERAGE NAIC# New Haven CT 06515 INsuRERA: Republic Franklin Insurance Co 12475 ._._.... ._.........._...-.........._............................._w-.....................................................................� _� INSURED INsuRER 8: Admiral Insurance Company 24856 H P Broom Housewright Inc INSURER C: Utica Mutual Insurance Co 25976 162 Ferry Road INSURERD: Hartford Fire Insurance Company 19682 P 0 BOX 70 INSURER E: Hadlyme CT 06439-0070 INSURER F COVERAGES CERTIFICATE NUMBER: CL2461789708 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS I..LT „.„.„.. R TYPE OF INSURANCE LIMITS POLICY NUMBER MMtDOn`Y MMlDDIYYYY COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE $ _ff , CLAIMS-MADE ❑OCCUR A A 000 PRFMISFS(Fa occurrence ,,,,, $ 100_ MED FXP(An one person) .$ 5,000 A 4559787 06/16/2024 06/16/2025 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: _GENERAL AGGREGATE $ 2,000,000 POLICY 0 JIiF:P"COT ElLOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY O.OMBMED SINGLE LIMN $ 1.000,000 ANYAUTO BODILY INJURY(Per person) $ Meµµ ...........�. p OWNED SCHEDULED 4546432 06/16/2024 06/16/2025 BODILY INJURY(Peraccident) $ AUTOS ONLY AUTOS , HIRED NON-OWNED 1ROP@„;R 4'C7'A,M:FMGBw $ AUTOS ONLY AUTOS ONLY Per AUTOS UMBRELLA LIAB OCCUR WWW WW WW ....................._..._..„„....„„,.....„..W____..._......_.�..� WW.WW.IT. .._._ EACH OCCUFtRFNCE $ 5,000,000 B 5 EXCESS LIAB CLAIMS-MADE BEX0960158009 �06116/2024 06/16/2025 AGGREGATE $ 5,000,000 DED RETENTION$ WORKERS COMPENSATION PEW O'p"9M „......__ AND EMPLOYERS'LIABILITY STAFLITE .R YIN 500.000 ANY POtOPR0.R"I"4'�6tPART"Fp1L1"MXECUTIVE �� E,L.EACHACCIDENT $ C OFf 4L"ERSMEMBM R G7(CLVOED? L_N NIA 4444698 06116/2024 06I16I2025 (MandwulorykrNH) F.L,.DISEAS -FA EMPLOYEE $ 500,000 If yes,describe under M 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ NY Disability&Paid Family Leave Act D Coverage DBL5520995 05/10/2024 05/10/2025 Statutory Coverage DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Project location:Residence of Quinton and Natalie George,396 Upper Shingle Hill Rd,Fishers Island,NY. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold,Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 PO BOX 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 p ` Rr— O 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD S �� S 1 '7 5 - {�ssesso� (2)Egress Casements in Each Attic Bedroom t 1 Vi! I Typical North,West and South Elevations ;�7 7­ (2)Egress Casements in Each Attic Bedroom I 7Z7 (2)Egress Casements in Each Attic Bedroom Typical North,West and South Elevations Typical North,West and South Elevations L [ ,I ti: N It il Li if 4 "x IT Rev1 2.12.25 Pri ingRevisions 0 ' li'Y IT 4 �T, IT 7 f tJ Rev#TDate Description L i�l` i- TI J% , T. T, _4 il;­ It TI -T,•--'T Ij A I Irt 717,711,Ki HT eorge -ji Iti. T� Residence 7i it e'1'FIIif 1 1,4 396 Upper Shingle Hill Rd gTi f V, Fishers Island i''T j401 J g,lqk. U. L I L Southold, NY 06390 i; I If fit I _777�v i �1,1,'1", ­1.7 ­-_ - �1�;1 T I Ytif rP61 �M A. 7 ­4 y, IT _5i I Architect: Jared Se darn J a T_ Urbanism /Architecture/ Interiors p 7 TZIT Ar IT Ik YJ ' ., :A'4'$ '«Ir wld",r!I -t,' ::"I \./ - �.rr- - _ - ;; ;II Irl; _Jti i; d^''Jw'� :r Sarasota, FL J 7 .......... ........... Uil J email:il: fared@jaredsedam.com 31 MAR 1 0 2025 !1' Seal: > 7777777=, P7 7477 �13 C? Noted Changes per reviewers comments: ��,D A&C D LaundrZ 1-011 LINOLEYNI 1 . Front Porch Stoop reduced to 30 sq ft (7 X 41-411) 2`4 1/4" 1 2'-53f_J'. 7'-10111" 9 L J Powder 2. Two egress casement windows added to each of 3 Attic bedrooms WOOD FL007� W 103 3. Propose adding 21 head sprinkler / fire suppression system to cover * i ,` ;0 C 102 f.? 318" ce) 1. 1— entire Attic Floor and also stairs and hallways composing egress to front door. •XC 1 V-2 _7" q 04510 3. A, Foyer LID OF N WOOD FLOORS 314 6 T-6" 8'-61 18' panelled wall Cl ------ - Structural Engineer: WINDOW SCHEDULE lkl�JR G�D �nt\ pantry MORRISSEY p /P�/\\ LIC frz I D # Frame Size Bottom of Rough Op'g Manf Model # Type Lite Layout Mat'l Color Ext Color Int Hrdwr NOTES ENGINEERING, LLC Width Height Header ASF Color 58 Essex Street, Deep River, CT 06417 Cl) A 2 1 1_9114-1 3-_1 11/2-- match existing 1 1-1 0I/4.IX4'-0" Marvin UDHG2 1620 double hung 2w2h 11 clad evergreen white antq brass ph: 860 532 0312 ih B 1 X-5114' 3'-11112" match existing 3'-61/41IX4'-O' Marvin UDHG2 3620 double hung 3w2h If I clad evergreen white antq brass C 1 1 4'-11 1121, 5'-11 112- match existing 5-1 12llX6'-0" Marvin (2)UDHG2 2432 double hung 2w2h/I clad evergreen white antq brass MEP Engineer: D 1 1 7'-1 13141, 5-11 1/2- match existing 8 3141IX6'-O" Marvin (3)UDHG2 2632 El double hung 2w2h/1 clad evergreen white antq brass E 2 5'-71/2,, 51_1 11121, match existing 5'-81/21IX6'-O' Marvin (2)UDHG2 2832 E2 double hung 2w2h/1 clad evergreen white antq brass F 1 4'-11 1121, 3'-11 1/21, match existing 5"/21IX4'-O" Marvin (2)UDHG2 2420 double hung 2w2h/1 clad evergreen white antq brass First Floor Plan - G 1 2 1_51/41, 31_1 11/21, match existing 7-6 1141IX4'-O" Marvin UDHG2 2420 double hung 2w2h/1 clad evergreen white antq brass SCALE: 1/4" 1'-0" Size of Stoop Porch reduced to T-0"wide x 4'-4" to meet the 30 sf max size. H 1 Z-51/4" X-711121- match existing Z-6 1/41IX4'-O" Marvin UDHG2 3620 double hung 2w2h 11 clad evergreen white antq brass 1 1 1 3'-11/4" 4'-11 1121. match existing T-2 114-x5i'-O" Marvin UDHG2 3226 Ell double hung 3w2h/1 clad evergreen white antq brass EGRESS K 5 T-11/4" 4'-11 1121, match existing Z-2114-X51-011 Marvin UDHG2 2026 double hung 2w2h/1 clad evergreen white antq brass L 4 T-51/4" 4--1 11/2'. match existing 3'-61 14"X51-011 Marvin UDHG2 3626 El double hung 3w2h/1 clad evergreen white antq brass EGRESS Interior Design: M 2 2W V41 4'-11 10- match existing 2'-81/4'x5'-0" Marvin UDHG2 2826 double hung 2w2h/1 clad evergreen white antq brass N 2- _4'_11 1/2,, 4'-11 1121. match existing 5,112IlX5'-0" Marvin (2)UDHG2 2426 double hung 2w2h/1 clad evergreen white antq brass 0 1 4'-8" 3'-31/8' match existing 4'-9'x3'-3 5J8-1 Marvin (2)UCA2840 casement 2w2h clad evergreen white antq brass (2)Egress Casements in Each Attic Bedroom P 1 2'-11'4" X-11 1121, match existing 2'-2 114-x4'-O" Marvin UDHG2 2020 double hung 2w2h 1 clad evergreen white antq brass /—Typical North,West and South Elevations - J/ G R,, 6 2'-4- match existing 2'-5"x3'-11518" Marvin UCA2848 E casement 2w2h 1 clad evergreen white antq brass EGRESS,simulated double hung LI I Repair Existing Fascia,Soffit,Rake -L___L i L __T I as needed. L-7-IT -------- t _(2)Egress Casements in Each Attic Bedroom Typical North,West and South Elevations AL- L Issuance: I --i--t'L -L-L---I I -I i J_-I, i_-1-it.- T_�A --l- it 1, 7�_ 1 1 i, ' I Permit Set 12.01 .2024 L_-1- 1 1-1- L _i Alli oust et .27.2025 -A 1_ A_ J L i L 11 1 ii 1 1771 .... .... _[_L-L -17 L ESTIMATE 'I-_L L , L 1 1 -L 11 L.-J i 1 1 � 1 -1 Pete's Heating&Plumbing pete mrowka@yahoo.com F I A 1 L R R I i --1 95 Meetinghouse Lane 860.287.3782 L Ledyard,CT 06339 Repair Existing Fascia,Soffit,Rake IT as needed. L L-1 i _J j L i L L i 1 1 L L__j t L7­4 I i 1-- 1 T A- Bill to Ship to A Ji.. Broom Broom i-J H.P.Broom-Ho usewrig ht H.P.Broom-Housewright i L 162 Ferry Road 162 Ferry Road -A -T POI Box 70 PO Box 70 Hadlyme,CT 06439-0070 Hadlyme,CT 06439-0070 Repair Existing Fascia,Soffit,Rake _T_ T i J I George i L L_ as needed. Permit Comment 1_r_ --1- -1 J I A L - J ll i J_I J --L nP I__L_L_J -1 L A I L EGRESS I I _t !I- III EGRESS L E _LC j Response _L_ A=1 t-------------- Cedar D7 3 Estimate details Shingle Roof 1 12 1A I I L Estimate no.:1056 Li Painted Trim 4 Al- _L 1; Estimate date:02/17/2025 L -L-i L I L L I— I L-A---L-1 1 _L___ LL Date: 3 25 -IT T Bracket k i # Date Product or service Description Qty Rate Amount __1 T _T F= Scale: as noted 1. Labor Supply and install 21 head Viessmann 1 $5,500.00 $5,500.00 H7Painted Trim F7 T fire sprinkler/protection system in 3rd Wrapped D6 floor and exit pathway Columns 0 2 A3.3 L__ -A Railing I L 1 1 E L _T T _17 I 2. Materials Materials 1 $5,000.00 $5,000.00 Cedar Shakes 1 J L L-I L_L-L J-1 J_ 1 LP I I I it I- ---L- i L i L 1 :1_. 1 . 1 Post 3. Tax Materials only 5000 $0.08625 $431.25 .2 11-T 1, F Deck L I L-1 1 -1- 1 1 1 1 Deck $10,931.25 PCR1 . 1 7' Total E 61 -0- I-0 E Step 11 -L--t I A --j- _6 L -1 st Alt� I I -IT Finish F166r -D�t,f pic 0orstairs D A E >/ Accepted date Accepted by al Av '0 he Architect retains a common law,statutory and other PROPOSED NORTH ELEVATION 11 copyrights,com r2 3� Sprinkler System to be Installed 'eserved rights for all drawings,specifications and other documents "umished by the Architect for this project. These drawings, d j>aredse 04 5pecifications and other documents,when released by the Architect, SCALE: 1/4" V-10" `L—Size of Stoop Porch reduced to T-0"wide x 4'-4" to meet the 30 sf max size. SCALE: 1:1.13 0 3re for use solely with respect to this project. They are not to be used :)y the Owner,by the Contractor,by material or equipment suppliers, y any other person or entity on other projects or for additions to his project,without the specific written permission of the Architect. 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L $,-J Wit' �- �• ,,. _' + t.. , I, .'„ � �, I� I ��; Geor e Residence �� r I' J t� ��`�. r N. '•e I. 11 g 6 {II "t 1 s'jjff a+ F 7 I (Y I. I I 1' � 1 I P p 1 )-F. , j rr f 4 ''tt d 1 't. t I I' il'r- @' y't '1 I•' .:I i�.a t � 1 is I '�� -4 ��' ".� @".� t•:1..1 I I I I� I � i.� r: t',.3 i� I tl ''r. I i�p 1 � I� , '.. I (' I ,N R , - I '1 �.� II � �I" _ 396 Upper Shingle Hill R I'.' I`- !",•+ ''. t 'i ,I•'"�� rrsz•• ia.a _ k t4 {Iz "! - ry I i I' J, h I, 4 ¢r fi: rl �. : i.'..t t�I t , p II p5 I sry I , II: { "V`€. �`,,, FI„ , t ,'. t 0. Tt , r i 1!. 1..�,. I , I 11 'I Fish!I ,: �. � ers Island !. II' I,l I ,• ,4' t I �' I+ i ,,,.,..! ,I •x',','' ,: :Y, ..f: . � .. .. � , ,. • - .., M �+..F I l S� ut"ti,. !� A I, :I II' I -4._r-. iy.+ I ._..ae, - ,-L�Y,,.1 ..U..•::.:__ ,..s. !L - vD Ir', 'o 1 1 - =-- So 90 Mz ,. �III�'�� t�,I � ;�� M." - Southold, NY 063 ,.,.. .. ..._---.�.- ..-.--, -----" ^`-. _ ,,s, .." t'r 1 .i `I' I 7 :' I'I , t".li I J;-•I >k 1" - - ....... - v..u,.,e�.•M+ rnrsmtb t t I' I � 1 [[ t �` t � Is , i r r r 1 r ., ,,f ..: r r r. .:, 4" [ z_,'�, •. ;it �!« tlf I':�!-.- �'-- tl = -1 �� .1 yr•, -'4+` `.r » �f e> .. ,. � 5 " r• '•.-,. -@.'9 ---�--._ $` t.r :Zrt r I. S t..� j v i t y .,Yy „!�'$ �•,.,�~ .}a; 7a ..t "v la:= Architect: �� j/ i �`• ! ".fit .7 ! , :s.• 't .:�'. �..--.,"- I _ i�`+t's'M _ - �. t .� 'I-� Jared Sedam ,., `.,wx,i, c 't ,Isi' +,e •1 .r. . ,.. ._ Ir: -,•. I r �' 7 4 .:l -'v '}t, ,,, .-a'''' .. ` 'I u�.nn r , •'� Urbanism /Arch}tecture/ Interiors I Mzw,.,._I•rlt: Sa rasota, FL 7yi ,11, email: jared@jaredsedam.com ph: 203.233.0131 Seal: tE.D ARC L . . ��5 pANIE�S � 1 "% g 396 U 1P.10) per I I Rd '� l a�, A" left- %0) 0 6 3 9 0d'�.T 04510Ai z's h Irlips I s I a outho ' J FOF NEW Map 1000, Section 9, Block 1 , Lot 17 Structural Engineer: MORRISSEY ENGINEERING, LLC 58 Essex Street, Deep River, CT 06417 PROJECT DATA: ph:860 532 0312 AWE MEP E See Design Criteria on Structural Sheets C1 .0 Survey M Engineer: 1 s<. C1 .1 Site Plan & Sky Plane Diagram Fishers island A1 .0 Floor Plans • Existing Village Market SCOPE OF WORK: A1 .1 Floor Plans • Proposed InteriorDesi n: ` toy,AVE 9 Renovation of Home after significant water damage. No added square footage. New side entry A1 .2 Floor Plans Proposed covered porch. New rear covered porch. Rebuild smaller side deck. New windows and doors. A1 .3 Schedules t n"q yr Wand Poc?pWs A2.1 North and West Elevations ' MAoett`' tFtr,(atet(d°ek �achj ■ CODE CRITERIA: A2.2 South and East Elevations Issuance. ��ytRh Permit Set 12.01 .2024 o�Fa qrs All construction will be compliant with adopted state codes including: A3.1 Wall Sections and Details 2020 Fire Code of NYS A3.2 Wall Sections and Details 2020 Residential Code of NYS 2020 Mechanical Code of NYS k'ESTBT OTheBeathPium 2020 Electrical Code of NYS 2020 PlumbingCode of NYS. A3.3 Exterior Details a YQPPara H, t,:- a �ka Cream �• 4 > p Food Arta Cats Ttm pequot Mn A4.1 Interior Elevations Q fin Q r Building Footprint A4.2 Interior Elevations f i w pb 1962.87 sq ft A4.3 Interior Elevations Conditioned / Habitable Space A4.4 Interior Elevations First Floor House 1249.82 sq ft A4.5 Interior Elevations ;OVER SHEET Second Floor House 1115.95 sq ft y iHaYHarborClut, , Attu 779.79 s ft A4.6 Interior Elevations ° W" °CEAN Y54'� _ ��. - - - Total 3145.56 sq ft �aa°°'0. 1'� ^ a�gtoFishen Total Under Roof S0.1 Structural Notes Screen Shot 2024-09-05 at 2.21.46 PM First Floor House, including porches 1644.87 sq ft S 1 .1 Framing Plans 4 SCALE: 1:1.80 Second Floor House 1115.95 sq ft Attic 779.79 sq ft Date: 12/16/24 Total 3540.61 sq ft E1 . 1 Electrical Plans Scale: as noted P1 .1 Plumbing Isometric U L Q E N C tC t -e D E m 'o r� m he Architect retains all copyrights,common law,statutory and other eserved rights for all drawings,specifications and other documents umished by the Architect for this project. These drawings, opecifications and other documents,when released by the Architect, N re for use solely with respect to this project, They are not to be used L y the Owner,by the Contractor,by material or equipment suppliers, r by any other person or entity on other projects or for additions to his project,without the speck written permission of the Architect. CL 0 U Drawing Copyright©2015 HAY HARBOR C-4 E-t u 33 Wilbur Cross Way,Mansfield,CT 06268 If- Pp �ZN 101 East River Drive,1 st Floor P O o East Hartford,CT 06108 860-885-1055 1 www.chacompanies.com P o1W 5 o/W 0 w o/W \ o 0 6" w � SITE 01//V w VENU `sy//V C� \\ �'\� SURVEY AND TOPOGRAPHIC z MAP w a 5 PREPARED FOR: CQNCR`�F S �300. \w �� H.P. BROOM x ( vyEST MoNT HOUSEWRIGHT, INC. 3 � a � S0. f � W��.,\ �\� STREET = AVK O,qO w W 162 FERRY ROAD e�oo, 4 j \�\w �\�` coHADLYME, CT 06439 Do LOCATION MAP SCALE 1 =400 o o (STONES ri i --PORCH z / MAP REFERENCES o i ELECTRIC GRAVEL 1.) PLAN OF MANSION HOUSE COTTAGE SITES FISHERS ISLAND, N.Y. c� 1 METER r PARKING CHANDLER & PALMER ENGINEERS NORWICH, CONN. SCALE:1" _ 40 FT. JAN. 1949 r r � 2.) SURVEY MAP PROPERTY TO BE CONVEYED TO JOSHUA A. Ir `8ULKHEgD /��� LEUCHTENBURG, 244 UPPER SHINGLE HILL ROAD, FISHERS ISLAND, 1 "7 NEW YORK, SCALE: 1" 20', DATE: 03/26/2014, SHEET 1 OF 1, CME ASSOCIATES. r \ I STEPS 11 'r \ 1 \ EXISTING —86" NOTES \ S/OF70" r RESIDENCE \ y 1 r 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE q RO rr 1 INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE \ \ 1 PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR \ \ \ DECK � FF / EXCEEDS THE SCOPE OF THE ENGAGEMENT. \ \ \ \ \ \\ ELEV.=88.15 88.60 1 r r I 1 � 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY \\ \\ \ 60 \\ i Ir\ tk� PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE 1 Q: 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL LiAN / SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ENGINEER ARCHITECT:LANDSCAPE ARCHITECT OR LAND r > SURVEYOR TO ALTER AN ITEM IN Y WAY.IF AN ITEM BEARING THE / / ARE THE PRODUCT OF THE LAND SURVEYOR. STAMP OF A LICENSED PROFESSIONAL IS ALTERED,THE ALTERING ENGINEER ARCHITECT,LANDSCAPE ARCHITECT OR LAND \ \ / SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE \ \ 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND NOTATION'ALTERED BY FOLLOWED BY THEIR SIGNATURE,THE \ \\ \ \\ \ \ \ S R� EL rr GEODETIC SURVEY TRIANGULATION STATION "PROS" DATE OF Si1p1 ALTERATION,AL�nON aFTc DESCRIPTION \ \ \ \ \ AV _ \ STEPS '1 // / MAP 1000, ECTISITE IS IN ONT9.0, BLOCK 1, OT OWN OF SOUHOLD, COUNTY OF SUFFOLK TAX 17. 6.) TOTAL AREA = 0.29 f ACRES 12,697t SF + ) NIF \W0p0 TIE RETq/NI \_ �G WgLL_' / S�aF» / 1�"�. 7.) SITE IS LOCATED IN R-40 ZONE. ZOO1\5 L 80 // qRp 8.) ELEVATIONS ARE BASED ON NAVD88. PROJECT LOCATION: \\ \\ \ \\ \ \ \\ BUSH'S // GEORGE HOUSE C.) 396 UPPER SHINGLE HILL ROAD FISHERS ISLAND, NEW YORK \ 0 4 6A \ \\ \, \ TRIP \ \ \ O\ \ \ TREE \ \66 \\ \\ \6O\ \ \ No. Submittal/Revision App'd By Date \\ \ \\ \ \ 0 Issued For Review XXX XXX 00/00/2018 \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ �B4OC\ \\ \ \1:�' ROCKS \ / \ LEGEND \\ \\ \ \// \ PROPERTY LINE \ ABUTTERS LINE —— EDGE OF PAVEMENT tii/i EDGE OF GRAVEL ------------------- \ EXISTING CONTOUR ——— 70 ——— O \\ F ti/� qo 900• \ RETAINING WALL ^ EXISTING CONDITIONS w \ HEDGE \ Q \ OVERHEAD WIRES 0/w NOW OR FORMERLY N/F \ N 3376. 18 UTILITY POLE\ -e- w 2677.54 BOUNDARY POINT ® Designed By: Drawn By: Checked By:.__\ \ IRON MONUMENT ® CB CB \ WATER VALVE Issue Date: Project No: Scale: 10/25/2023 1 084754 1 1"= 10' Drawing No.: \ 10 5 0 10 I.ROD \ SHEET 1 OF 1 (FOUND) �� GRAPHIC SCALE IN FEET 1 l I I I Mo I Idwne 1 \ - CI33dS 1 \\ \ 3 I 1 •� ' ` I Zoning: Zone R-40 Non Conforming Lot Required I Existing Proposed ; \\ \\ \£9t I Rev# Date Description EXISTING I \ \ ` Lot Area 40,000 sf 12,697sf No change I 3 to PARKING \ \ M;o�.90 I ,! Lot Width 150' 87' No change , ^ AREA \ '8Z Lot Depth 175' 163.86' No change I CO Front Yard 35' 25.3' No change I I \ �(P , 1 08VA 1NO8_4 o � I George Residence Side Yard 10 min 12.5 / 17.7 15.8 / 15.0 �- \ �� Side Yard Re 'd Sum 25' 30.2' 30.8' 1 �£ 1 �. I 396 Upper Shingle Hill Rd Rear Yard 35 72.7 No change I P POSiD �� \ , , pp g 0 0 0 ENT' Y \ \ /J\ I Fishers Island Building Coverage 20 /0 9.8 /0 15.4 /o I 1 PORCH DNVH�3AO \ \ \ Height 35725 26.6' No change I i f I ----- ------------- \ \\ I / ` - , ` / N Southold, NY 06390 - / / I __ _ m� _ / �� ,� �„ Architect: 25 Jared Sedam � .3' r I � I I � •• ,, Urbanism /Architecture/ Interiors / I J Sarasota, FL I I / / NIbM /a � \ M M z 313aDNoo F/// — / Q W / /w o l l l / /> .� � \ / / I � REBt11L EXISTING 2 1/2 STORY /V w 3 U /o / email: jar ed@jaredsedam.com a d aredsedam.com z EN Y'ST00� SINGLE FAMILY RESIDENCE / ' ' / / I J @J i / � I /� � � ►. � / / ph: 203.233.0131 w /0/ o Q I W /� ��- Seal: w CO Cyi 4/0 �pp,NIE�sF T� Q I I >IIVM 313�10 0� PROPOSED DECK f I / // / co/ / I IL EXISTING DECK � �' l l / / / l / C&yS (Vb3� FOF NEv`I�O� TO BE REMOVED 44J Mod 300 �a�' / / / / / ' / / / / / / / Structural Engineer: -z oo/ l / / �� >2 / / MORRISSEY / �7 nn /,I ENGINEERING, LLC / I 1` � / / / / / _ / / ~� / / LC/ I 58 Essex Street, Deep River, CT 06417 / I Jy` ` / / / O I ph: 860 532 0312 MEP Engineer: o Interior Design: Z I I 1 SITE PLAN I C1.1 SCALE: 1" = 10' I I Issuance: Permit Set 12.01 .2024 I 1 I I I I I I T ®® 4 _ J h i1- fJtz ,j_z��r 1--T Ii I - r. I S L, - SITE PLAN / r_ L� _ ZONING Upper Shingle Hill Rd 1.J" partial encroachment +; on deeded parcel "`+F,-v�l'>:�.'�XS'" :;`:,-r+.�;':.a',r...y.y?-,rv",• :f�• ,�; ,`f- �,'r,'ZG`h` ,!'fir.:, `^{:.).F,Yl:•'i'`S`+C.".,;]tr" '� %S„, ' -i_��^'-; = '- k_.'——fit '"`f °Se�oo :y`sr'.. ' •: X''' ,;r, •<X..K:.. .) ,.,t, :+r n'J }` , X /l + "'t,x•k, �,,``' '. fix'..S {"' ..r 'x. , :.. .x 4,,, y '>`; ,lS;'.,. .++h>`.,>F '.So:' Date: 12/16/24 r. ''�`'t. >„;-< -y;: .t. ,. r,,,,,. •fir.,>x f ? . �r y�•�'� y ;;,�. :�, � r..• M.. '.t:'�`"ram,-,rX.'.vT ,R.w .:'>: ,C-:LK;%: '>: '- ,,/,c 'r:,x' .:<,<:.''?''Ky'.: ,x�. )r , .�-r, ; <;�;U,»',,.� r V t k Scale. as noted ?h,: Zi/ yy ,Y' ,t. t. ':r�. fir.y,: < ..?�+ tx,•.•'�. �r, .?'.` ',, '> n•1` ,:7:\�,a c .,'.'. ``� M .K k z '`?;:1�,,"�,",r' .�., s >)s•.k`v4 >Kzr,,�k5,3:5,�'t-h „..o>,,.� ...I. '?,,� .� t �,. t I f iJ'• .y. p fi n � 'k r k +5, •� inn" �, '/'.,,< x •, z � I � 'ti,aye ^F 5 r .�:.': l W s 5. Y T"'], Y v; .elks. '`4 a 'xO• , 2 l U .:a z. Y C ram. w x• ,ys{'J' 't"'X .'lei G,.. .•-,X (.. a �s cA c �• "Y `5 j,t f„ a a.> o i c x , c 5 2 7 4. � Lower Shingle Hill Rd co F' e .k 3 r4+ y ••.T s:ry ' �J t.. x x l� S•' kr. L�^:. .cry` •,k '� '' �` •six k'.X � » •t.,k• .\. ate' '�. t .s `fir. .r Xk^ •Y �h' t ` fi ] fn ti: , , , m he Architect retains all copyrights,common law,statutory and other eserved rights for all drawings,specifications and other documents ' umished by the Architect for this project. These drawings, 2 SKY PLANE DIAGRAM o pecifications and other documents,when released by the Architect, C) re for use solely with respect to this project. They are not to be used C 1.1 SCALE: 1" = 1�' y the owner,by the Contractor,by material or equipment suppliers, rn r by any other person or entity on other projects or for additions to T his project,without the specific written permission of the Architect. a 0 U NOTE: ALL MEASUREMENTS TAKEN FROM THE STUDS. Rev# Date Description 0 to _' 0 LAUNDRY m 0 UPLl - _ SUNRCCM George Residence 11. I -- BATH-1 l l l l l l III 396 Upper Shingle Hill Rd I I I I I I I I I I I i I I I I I I I I I I CLO. I Z11 Fishers Island I I I ` DI 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 Southold NY 06390 I I I I I I I I I I I --- -- ICI _ i Architect: Jared Sedam PORCH UP ���� i Urbanism /Architecture/ Interiors KITCHEN � I o HALL BEDROOM-1 Sarasota, FL z FP. BEDROOM-4 i� email: jared@jaredsedam.com ❑ p : 203.233.0131 j CHMNY. Seal: FP. BRED A/Zc LIVINGROOM EO BATH-2 Op,NIEt S,ti1�� Q�' � DINING Ex�e ❑ BEDROOM-3 BEDROOM-2 S T 0451 A OQ`� O F NEON Structural Engineer: MORRISSEY DN ENGINEERING, LLC - --- - — 58 Essex Street, Deep River, CT 06417 ph:860 532 0312 MEP Engineer: DN 2 2ND FLOOR PLAN 1/4 = 1 -0 I I I I I I 0 I — — — — Interior Design: DECK - - Issuance: Permit Set 12.01 .2024 BATH-3 1 ST FLOOR PLAN LIGHT __ ___ CLO. CLO. I LIGHT I LIGHT - - - - - - - - - - - - - -- --- L� - - - - - - - - - - - - - - - - - - - - - - - DN FLOOR PLANS BEDROOM-7 z HALL BEDROOM-5 -----J EXISTING CHMNY. SKY SKY —I Date: 12/16/24 I I LIGHT CLO. LIGHT ( BEDROOM-6 IL Scale: as noted I I N I I ' I SKY ILIGHT 2 A1 . 0 a I N I Ico E m CD U) m m rhe Architect retains all copyrights,common law,statutory and other 7 -eserved rights for all drawings,specifications and other documents umished by the Architect for this project. These drawings, 'IT pecifications and other documents,when released by the Architect, FLOOR PLAN N re for use solely with respect to this project. They are not to be used y the Owner,by the Contractor,by material or equipment suppliers, 03RD r by any other person or entity on other projects or for additions to 1/4" = 1�-0" his project,without the specific written permission of the Architect. T a 0 U Rev# Date Description George Residence 14'-3'/5• 9'-6314- 5.-81e 9'-6,/r 396 Upper Shingle Hill Rd .-4'-0" 10'-4" N 7-71/8• 81r 9'-61/T> 3'-101rz q._3" Q Fishers Island Southold, NY 06390 Existing Bulkhead ❑ --s�a'in7ess-------I gas fireplace --- ; Architect: Jared Sedam counter I Urbanism /Architecture/ Interiors I a M N 9'-41/2* it °' Q • • I I ON Mu droorn I �IIII U III N Sarasota, FL A � Study 4'_2va- N Laund taito 13 se en p 34 _10a I nq . r f�F10 17 ------ Powder W Tv l l - j email: jared@jaredsedam.com I 103 I I ph: 203.233.0131 E 1I I v i? 1 1 1 Y UP I 102 Seal: 41-510 g,_23re 1'-7" I v 11'-2" i i 3'-0" 1 4'-t03/r 41%63/4• 30 30 I I I 1 1 I A.3 A.3 O i Foyer II II SERE p Rc 314' T-5" 8,.61/5Opp.NIEC Sy�T� anelled wall i i I Dining N O � � �% w Bo I 101 I � N i p$ntl�``\ ref N pantry UC frz b 3.1 19 EXISTING BASEMENT NO CHANGE Cl) Livini�toom I I - t------' stool overhang --- -----------wood boor -------------- I o ---------------------- j sT r p 51 � off' ---- --- --; I I stainless OF NEWS� ��v; I i \\� c I I I I counter E ;i�\` I ���` 3 o Li t 1 in o u/ °° Kitchen coi i i i i Structural Engineer: Flm I I I I I 1 � stainless cou r I I I I I I MORRIS SEY I I I I 1 nte I I I I t ENGINEERING, LLC in I I 1 ip in ------ .', \\_/, , I I i j 58 Essex Street, Deep River, CT 06417 ph: 860 532 0312 N C' I I I 1 t----- � MEP Engineer: F E E 1'-81151 p-258 5'-11510' 6'S" m 3'-113re " 41_3118- 4'-5314• 5 3.a• 81-10112' 5„ `r o 2'_103a^ 12'-45re• 1 ,rz 9,_6112- td to I (V ( j Interior Design: 24 j o 26'-6" 8._9 3 I I I 7.518• 1,-4, 7_518• 1,-4" 7.5r5• 1,4» Issuance: Permit Set 12.01 .2024 2 Basement Plan 1 First Floor Plan A1.1 SCALE: 3/16" = V-0" A1.1 SCALE: 3/16" = V-0" Prescriptive Insulation Specs: Floors over Unconditioned R30 = 10" Fiberglass Batt Floors over Conditioned R21 = 51/2" Fiberglass Batt Walls R30 = 2" of Rigid Spray Foam Insulation + 31/2" Fiberglass Batt Roof over Conditioned space R60 = 9" of Rigid Spray Foam Insulation Windows SHGC = .27 Doors SHGC = .22 FLOOR PLANS • PROPOSED Date: 12/16/24 Scale: as noted U Q A1 . 1 E Mn C R7 E t0 U) d m The Architect retains all copyrights,common law,statutory and other eserved rights for all drawings,specifications and other documents ' .mished by the Architect for this project. These drawings, N 3pecifications and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be used t y the Owner,by the Contractor,by material or equipment suppliers, r by any other person or entity on other projects or for additions to T his project,without the specific written permission of the Architect. a 0 U Q N Q N g'-1" 11112 1 t I Lv - n a — � 1-�a _L K K u K I J o Q Q Q _ I lam_: d QK K _ _ ledge w/ N N< EGRESS s i a; stora e Rev# Date Description N I l l t l l l l l l l I I — / I I I I I I I I I t l o I I I I I I I I I I o ED ZI I I I I I I I iy �I I l l l i i i i i I ; Attic Bath t I I I I I I I I I low shlvs to toile I Master p. J e b us t a top shlvs to clos Bath 42^Wall w/ _________________ Glass Above Bedroom#1 3 2 I g'-2^ 512 g'-„^ eorge Residence I 30 i Master N \nl 30 �6 linen 396 Upper Shingle Hill Rd VVV Fishers Island Closet A.3 clos _. it i l l 1 _21w• N I Hall 1 valves ran ------------------------------ ` ------ ------------------------------ — 1 q,_ 4,_,,, o ------------- a Southold, NY 06390 2 0 e Rgof m o_ ® Hall a Architect: Jared Sedam o° M r-s^ r-to^ s^ desk h 1 Bedroom#5 o Bedroom#3 �° M Urbanism /Architecture/ Interiors N N M Bath#1 Bath#2 ; N - ., Q s 3. : M M clos s� ----------- - --- -----------________------------------ rota, FL `� o Sarasota, it ® 206 O Cl) r> 1 _____________________ q�ys4 1'g^ c c 208 j------I � I CIOS I i I 2'-0" s� i 1 9 t i 302 i fight sky k I 1 5'_2'a• 3uz g,rz 3'a 5_gva^ 4�_ga14• m 31n• 3'_2" 5,_0^ 1'_0^ vz _ I LL' I I I I N i _O_ __________I I I J�/(l�T..1 W I I I j l � � 1 S /(& ; ' N email: jared jaredsedam.com M Master q Sitting 1 Bedroom � � Room w 1 ph: 203.233.0131 I L4 ',"""" Bedroom#2 � Seal: 14'-319' v 3'n• 4'_8— 31n g,_2„ 5vrBedroo D ARC ---------------------------------- ---- o1B Note: All smoke detectors will be combination smoke and carbon monoxide detectors and will be installed * ' and located per the 2020 Residential Code of NYS. 41 va• ax Note: All smoke detectors will be combination smoke and carbon monoxide detectors and will be installed �'9T o4 01 O and located per the 2020 Residential Code of NYS. F 4 NOA 2 Attic Floor Plan �AD` SCALE: 3/16" - V-0" Structural Engineer: Prescriptive Insulation Specs: MORRISSEY Floors over Unconditioned R30 = 10" Fiberglass Batt ENGINEERING, LLC Floors over Conditioned R21 = 51/2" Fiberglass Batt 58 Essex Street, Deep River, CT 06417 1 Second Floor Plan Walls R30 = 2" of Rigid Spray Foam Insulation + 31/2" Fiberglass Batt ph:860 532 0312 A1.2 SCALE: 3/16" = V-0" Roof over Conditioned space R60 = 9" of Rigid Spray Foam Insulation MEP Engineer: Prescriptive Insulation Specs: Windows SHGC = .27 Floors over Unconditioned R30 = 10" Fiberglass Batt Doors SHGC = .22 Floors over Conditioned R21 = 51/2" Fiberglass Batt Walls R30 = 2" of Rigid Spray Foam Insulation + 31/2" Fiberglass Batt Roof over Conditioned space R60 = 9" of Rigid Spray Foam Insulation Windows SHGC = .27 Interior Design: Doors SHGC = .22 Q N 1 J Fit • = t Issuance: -� Permit Set 12.01 .2024 T- �� a� iiii w 30 A.3 lbed o FLOOR PLANS • 31 PROPOSED I 111' 11 '14� lilt lilt [ Ill Date: 12/16/24 Scale: as noted N O .{ >� U j ¢ A 1 . 2 I , N I D i I I I U) The Architect retains all copyrights,common law,statutory and other eserved rights for all drawings,specifications and other documents 3 Roof Plan urnished by the Architect for this project. These drawings, N pecifications and other documents,when released by the Architect, A1.2 SCALE: 3/16" N re for use solely with respect to this project. They are not to be used _ �-O�� r y the Owner,by the Contractor,by material or equipment suppliers, m r by any other person or entity on other projects or for additions to his project,without the specific written permission of the Architect. a 0 U WINDOW SCHEDULE Frame Size Bottom of ID # Heattom of Rough Op'g Man Hrdwr f Model # Type Lite Layout Mat'I Color Ext Color Int Color NOTES Width Height A 2 1'-91/4" 3'-111/2" match existing 11-101/41Ix4'-O" Marvin UDHG2 1620 double hung 2w2h/1 clad evergreen white antq brass B 1 3'-51/4" 3'-11112" match existing 3'-6114"x4'-O" Marvin UDHG2 3620 double hung 3w2h/1 clad evergreen white antq brass C 1 4'-111/2" 5'-11112" match existing 5'1/21Ix6'-0" Marvin (2)UDHG2 2432 double hung 2w2h/1 clad evergreen white antq brass D 1 7'-113/4" 5'-111/2" match existing 8'3/41,x6'-0" Marvin (3)UDHG2 2632 E1 double hung 2w2h/1 clad evergreen white antq brass E 2 5'-7112" 5'-11112" match existing 5'-81/2"x6'-O" Marvin (2)UDHG2 2832 E2 double hung 2w2h/1 clad evergreen white antq brass Rev# Date Description F 1 4'-111/2" 3'-11112" match existing 5"/21Ix4'-0" Marvin (2)UDHG2 2420 double hung 2w2h/1 clad evergreen white antq brass G 1 2'-5114" 3'-111/2" match existing 2'-6114"x4'-O" Marvin UDHG2 2420 double hung 2w2h/1 clad evergreen white antq brass H 1 2'-5114" 3'-11112" match existing 2'-61/4"x4'-O" Marvin UDHG2 3620 double hung 2w2h/1 clad evergreen white antq brass J 1 3'-1 1/4" 4'-111/2" match existing 3'-21/411x5'-0" Marvin UDHG2 3226 E1 double hung 3w2h 11 clad evergreen white antq brass EGRESS K 5 2'-1 1/4,, 4'-11112" match existing 2'-21/4"x5'-0" Marvin UDHG2 2026 double hung 2w2h/1 clad evergreen white antq brass L 4 3'-51/4" 4'-111/2" match existing 3'-61/4-x5'-0" Marvin UDHG2 3626 E1 double hung 3w2h/1 clad evergreen white antq brass EGRESS M 1 5'-7 1/2" 4'-111/2" match existing 5'-81/2"x5'-0" Marvin (2)UDHG2 2826 double hung 2w2h/1 clad evergreen white antq brass N 2 4'-111/2" 4'-111/2" match existing 5'1/2"x5'-O" Marvin (2)UDHG2 2426 double hung 2w2h 11 clad evergreen white antq brass George Residence O 1 4'-8" 3'-31/8" match existing 4'-9"x3'-31i8" Marvin (2)UCA2840 casement 2w2h clad evergreen white antq brass 396 Upper Shingle Hill Rd P 1 2'-11/4" 3'-111/2" match existing 2'-21141,x4'-O" Marvin UDHG2 2020 double hung 2w2h/1 clad evergreen white antq brass Q 11 2'-1114" X-111/2" match existing 2'-21/4"x4'-0" Marvin UDHG2 2020 double hung 2w2h/1 clad evergreen white antq brass Fishers Island Note: All replacement window and door sizes should be confirmed on site before ordering, Southold, NY 06390 Notes: Architect: Jared Sedam 1.ALL MODEL NUMBERS REFER TO MARVIN SIGNATURE ULTIMATE SERIES WINDOWS AND DOORS. Urbanism /Architecture/ Interiors 2.REFER TO EXTERIOR ELEVATION FOR OPERATIONAL DIRECTION. Sarasota, FL 3.ALL GLASS TO BE STORM PLUS/LOW E2/w/ARGON. 4.MUNTINS TO BE 7/8"SDL w/SPACER BAR. 5.ARCHITECT TO REVIEW SHOP DRAWINGS/ORDER INFO FOR APPROVAL BEFORE ORDERING. 6.ALL CASEMENT,AWNING,AND FIXED WINDOWS TO HAVE LARGER BOTTOM RAIL. 7.CONTRACTOR TO VERIFY ALL ROUGH OPENINGS. 8.SILLS LOWER THAN 24"ABOVE FINISH FLOOR WITH 6'-0"+TO EXTERIOR FINISH GRADE TO HAVE OPENING LIMITER PER CODE. DOOR AND FRAME SCHEDULE email: jared@jaredsedam.com ph: 203.233.0131 ID Size Rough Op'g Manf Model # Type Mat'I Pane Layout Color Ext Color Int Hrdwr Color NOTES Width Height Seal: 1 3'-0" 7'-0" 3'-2 1/2"X 7'-2 1/2" Marvin UIFD2.25 G2 XL 1 Panel Inswing Clad 2w4h(8 lite) Evergreen White Antq Brass 3-Ox7-0 2 2'-8" 7'-0" 2'-10 1/2"X 7'-2 1/2" Marvin UIFD2.2 8x7 025 G2 XR 1 Panel Inswing Clad 2w4h(8 lite) Evergreen White Antq Brass E ARCy 3 6'-0" 7'-0" 6'-1 5/8"X 7'-2 1/2" Marvin UIFD6 Ox7-0 XXR 2 Panel Inswing Clad 2w4h(8 lite) Evergreen White Antq Brass �G��OOANIE�sCt`/T�� UIFD2.25 G2 XXR QQ' O9� 'A 4 6'0" 7'-0" 6'-1 5/8"X 7'-2 1/2" Marvin 6-Ox7-0 2 Panel Inswing Clad 2w4h(8 lite) Evergreen White Antq Brass y 101 3'-6" 7'-0" Cased Op'g -- -- Painted Painted --- k 102 2'-4" 7'-0" 2'-6 1/2"x T-2 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel , , 103 2'-4" 7'-0" 2'-6 1/2"x 7'-2 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel 104 4'-0" T-0" 105 5'-0" 7'-0" Brosco or Sim Pocket Pair Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel 106 4'-8" 7'-O" Brosco or Sim Pocket Pair Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel T 1, 0 510A OQ�' 107 2'-4" 7'-0" 2'-6 1/2"x 7'-2 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel FOF NE�� 201 2'-6" 6'-8" 2'-8 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel 202 2'-0" 5'-5 1/2" 2'-6 1/2"x 6-10 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel 203 2'-4" 6'-8" 2'-6 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel 204 2'-6" 6'-8" 2'-8 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel Structural Engineer: 205 2'-4" 6'-8" 2'-6 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel 206 2'-4" 6'-8" 2'-6 1/2"x 6-10 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel MORRISSEY 207 2'-8" 6'-8" 2'-10 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel ENGINEERING, LLC 208 5'-0" 6'-9" Cased Op'g --- --- Painted Painted --- 209 10'-0" 6'-9" Cased Op'g -- -- I Painted Painted --- 58 Essex Street, Deep River, CT 06417 210 2'-6" 6'-8" 2'-8 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel ph:860 532 0312 211 2'-4" 6'-8" 2'-6 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel 301 2'-6" 6'-8" 2'-8 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel MEP Engineer: 302 2'-6" 6'-8" 2'-8 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel 303 4'-0" 6'-8" 4'-2 1/2"x Custom Brosco or Sim Interior Swing Pair Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel 304 2'-6" 6'-8" 2'-8 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel 305 2'-6" 6'-8" 2'-8 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel 306 2'-6" 6'-8" 2'-8 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Solid Wood n/a Painted Painted Antq Brass 5 Stacked Panel Interior Design: Issuance: Permit Set 12.01 .2024 0 0 0 0 0 0 L -1 Marvin Single Inswing Marvin Double Inswing Interior 5 Panel Interior Double 5 Panel SCHEDULES Date: 12/16/24 Scale: as noted 0 0 'C N C N 7 U A1 . 3 E M r- cu a D E co a) v m The Architect retains all copyrights,common law,statutory and other - eserved rights for all drawings,specifications and other documents ' urnished by the Architect for this project. These drawings, 04 pecifications and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be used, = y the Owner,by the Contractor,by material or equipment suppliers, p1 r by any other person or entity on other projects or for additions to T his project,without the specific written permission of the Architect. a 0 U I `-r _ I - -1 J - .: -�i .tea- i L - li,__=1 --L--rl T 3 3/4" /� ,ILaT i1 li'1 _lii 1= 1i ' L 1_ i i I � i I � I I � I ':_1 � �___ Rev# Date Description l - ® ® - '- O / Illy' Q \ I -111 [ .--1 1 L J L �.._ 1� L L �_ 1 � G 1 L _ -1 - - � 1 r _ 1_L��L { L LLl�t L I Q Q , '� � I I I� !L I _l l I _. I L_.:.=1 � I _i-L 1__1. I �-- L- _1 1 L -{ I_ 7�1; 1_ -L I_�_J 1 1 1 L L � _'I 1 1- 1 I � IJ � I I George Residence 7 314 / " % �. L 1i `LL L1 11_'_:I'it .l ' J1 - 1�' �11 -1 �11i LILi1 -I 1 `-=I -1-1 396 Upper Shingle Hill Rd =-11--_-I- 1 I I I I i I 1 ' --- - _ L� t � J_IL_ 1 I. 1 �_ _ L-L-1 I -1 ` - - - 11Southold, NY 06390 L , L 1.1 11 L -J - L -L ' I- i I 1 I LIB 1. 1 J _i_ I _=1 L T_- 1 L-i-_Z l i l ! 1 L L I 1 1 I \ \ \ LI � O O O __1_L�-1_11 - I' -I _I.il 11 I. l ' 1 1?I_ J I I-I ' J '_! _ I Arcnitect: Jared Sedam J \ I -1 - -I-I--' -1 - - - - ��\vJ \ \� \ _f_'- II--L'J -L_ L_ `:1 ! -'' ]11: �- 1 L 1' - i- Urbanism /Architecture/ Interiors ao Q Q _ L ..Jl= -IJ - : - ; I1' ' L . l i l I I_! I � ' 1 I P I I I I G�� G�� 1 EGRESS I, 1 EGRESS Sarasota, FL L_ ' �-------------- -� I I I L l D7 I I_ I ._lam �---� 1 : -J_11 L i_T1- 1---t- Cedar i 1.`-_1 _i_-."I-LL11 -L -- J__L -L-1�--' -I-L 1.._ Lr Tnm 1 L_ 1�1 __-1 1_1.__1 1 1_- A3.3 ` ""-L r -1 4- Painted - -1- Shingle1 I I I -r 1 4 1 i�� 1 �I� 1_11L_! '-- -- -L I 1 - -J r' 1 - I -.- 1 _,1 1 1 .l _L _ L_ -1 I , 1._C - I _1 L L__1 f ; L Jl , 7 3/4' i - I i jared@jaredsedam.com _ 11 BracketI IL 1 i _I 1111LL - ` III J1 -i - J Seal: i G PaintedFT Wrapped -1 l l'�l J Columns I l i I -I -L 1 I1 i J T 1 D6 I L_ .L 1 L_.1-__ 1__� 1_ I \ I 1 I L_I-t © A3.3 FLED AR tc\� �fQ I 2 1 -11 L�1I _ __I 1_..;I �_! -1- '(� G' ' I _1_.1 L y I J.11 L,i __LJ _L �1__Il_u 1 1fL I 1_l l Railing \5 QANIEt y��' Cedar Shakes I -� I i I 1 1 1 t 1 ` Z 1 I 1J l L L L T i 1_.1_ I 1 - dip Deck , L 1 I 1 A3.2 1 1 ,I: .1 i i 1_ , 1 ,�, �1=�! 111 I1 1 I,_1 I Step 1 - I L1.1-1111 l 1 -I 1L j IJ IJd _ 0-5lod I 1 finish F 6 r - r :..1✓� orc oor - Ir C oor Sta's O O O O O O O O O O O O O O O O G O O O O O G U O 0 0000000000 00000000000000 0°0°0°00°00 0 000 TF�F NE�N�O o00 0000000000 o 0 0 00°0°0°0 0°0°0°0°0°0°0000 t\ I Structural Engineer: AB MORRISSEY ENGINEERING, LLC 58 Essex Street, Deep River, CT 06417 1 EXISTING NORTH ELEVATION 2 PROPOSED NORTH ELEVATION ph: 860 532 0312 A2.1 SCALE: 1' = 1'-011 A2.1 SCALE: 1/4" = V-0" MEP Engineer: 1'i - - 1- - --- _ -- , 1 L -'-- -1--. -1'-11 1-,1_, 1-._�� 1 __l 1 _ _ i' 1 L -I- �,..1._i I. �-"__-I._,- - -- I 1 '1r-L--�J .11--L II IL- 1 - - ` -Lt '1- - L L- 11 - t - h t-'1 1't -I-I= 11 _- Interior Design: ® \ L'.T_ t _' : ..,_,-, _-L L_ __-- --- _�__.,l_ t_1_._.J._. _ ,_ 1 _ _I I J �L 11 _� .1I �L `_, l_ _ -L I _. - 1' L 1 I J �- 11 �1_TE. _ - - L L_1 : L L 1 ._ t 1 1 1- L,_ I__L-1 _?..` �_.- t --1- -- r -� -r i , A-L 11 t L 1I L L 1-- - -. �" 1 � _ 1 1 J r- yy -�11 L -I Q Q Q -L_` i L L .1--.: .. 1 ---L_1--1--1J- L---- _1_yy ..l IL-L_.I._i__ .l 11 1-I_ - - --r- - - - -L L I 1 -=1 L r ;-L Permit Set 12.01 .2024 1 J--. \\\ I - - �_ . r t J- L i-L--'-- --- L 1 1 I_-.-' J TIT L,-r=-- L t 1 1L-L- I`..: .11-- I \\ l- I I_ I 1 -L LJ Z.- - L-1 _ --I 1 - r i y L 1 L IL� 1 L 1 - \ I � : I f 1 1 I I I I �r i I L._L I_ L I I I I I I I 1- - T - L_ 1 L C I I I 1' \ � 1 1--L - 1 � L1 �_-1 1 I-LL1-" I -11 I _[ 1.: 11 L_ri J L11 0 JLl 1�-- / 6, J ' i--- J- � L 1 1-1 r _L___ --I__1__-- 1 I 1 � -- i1 I C I 1 I J 11-1L A3 3 j j 11 t --, L-_ - 1 �-_1 1 1 - - 1 - - ____J__J_-_..__�__1____._-i_._ _ ---------- -----------------� , --------- -- -- � - - --- J--L- '--- --I--1_.�.__- . ..I.�. ._1- - l-I L. 1 1- - - '' - -, ., ... __ ` - - -. ; _ ..1 � � Cedar �� - ._1 1 l i L-LL 1 -- L JL LJ-1_, J � 1.' - Cedar � - L---L�-'� L I - - � Shingle Roof Shingle Roof gin I _ XTERIOR Painted , 1 I L' I I 1 I I � Painted -I- -J---I L L-L IT-II 1 1C_.L_i L -{ _L; I p of Column I tI , III , I I - Bracket 1 I- I ' ' i - 1- I Painted Trim 1� 1- I. L I it4 - 1 Columns ----- ----- ----- ----� _ D5 D6 I Date: 12/16/24 VE EXISTING DECK I � I � i 1 LL i , � , E 1 ;.. ,II _ A3.3 A3.3 I L I !_ , J_. ! _.i 1. _J I I I I I i I I J II � I I _1 I i.l_._ ; 0 O � L --I -I Scale. as noted EXISTING STAIRS I h t' i - 1 -0-5 _ Porch lo0 1st Finis- Floor „ 1 - ec oor G I l �i �� - Deck 00000000000000o OOOOOUJUOOOOOOOOOOOGO000 000000000 00o I �l � _ __.1 = 00000000000000 00 00000000 000000000000000000000000 00 � � � ---JL_-_-.. -- �_=;C --1�L-. - . _ _ _ -- --- --- - O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O _.j --_, - -I _.._�C_ 1 ;__--'t -T::- (: I i_h ❑ ❑❑❑❑❑❑❑ ❑❑❑❑o❑ 1 `-" f 1 I L_ i' L___- I ;', ❑ ❑❑❑❑❑❑❑ ❑❑❑❑❑❑ 1-1--' � 1T 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � I' L-, J ,J ��- I- � I,. ❑ ❑❑no❑❑❑ ❑o❑❑❑❑ 1 r 000000000000000 000000000000c00000000000000 000000000 000 r i _, _ �___ __. . . 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -;��,- i -- Stairs U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,_-__ .r_ _ ;/ _ ❑ ❑❑❑❑❑❑❑ ❑❑❑❑❑❑ T J i:7: 00000000000000 000000 00000000 000000000000000000000000 00 ITTT� Ir I I �� �II�,`- -1-,�-❑ ❑❑❑❑❑❑❑ ❑❑❑❑❑❑ r _..L__7 _C1 _ n 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O .- a 1'- -!�- ,_,(��' I, �1T`:L❑ ❑❑❑❑❑❑❑ ❑❑❑oo❑ _I"1_ _ _ I A2 . 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They are not to be used A2.1 SCALE: 1' = 1'-0" '�'1 SCALE: 1/4" = 1'-0" y the owner,by the Contractor,by material or equipment suppliers, rn r by any other person or entity on other projects or for additions to T his project,without the specific written permission of the Architect. a 0 U LI I T ' ' I ---.- ---!_ �-.L- / � L _. r.. 1 1- L- L 1 L �_i / II -- - J 1� i I / \\ \�\\ (. -' -JL- -11 ['--t -1-!---i.l 1i-1,-:i_ .�If .•-l. ---I_'.L I L I Rev# Date Description 1 I 1 Q eGQ�QG \ _ ' i LLL 1 1` ! L T - - 1 1-�L Lr:.. . . - - -1- I- _ 1 L J - I i T L-L 1 i - 1 - --1I �T L�1 IL r1 11• -�..II--ice L 1_._J_L �-L- i � i� j i i = - L George Residence 1 -� ' r1 - --- L- _ lL I'=-1 LL'1 �_ - ;_�� Lr I iI J 396 U er Shin le Hill R i LJ J -- - -' T ill 1 L. t I -- ! - -1-I •1- -J - --- ', 1- i I I I i 1__ JJ_ 1 , I _ _._ �-� I l Fishers Island i - �1 I _L 1 -I I I � ' I -' ! 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L I a0o.❑o0❑ 00000❑❑ 000❑o000 ❑❑❑00000 ❑00000❑ °00000°° ? ❑❑00000❑ °❑oaoo❑ ❑o❑ap000 T,1 - 1 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o L-I ❑00000°° ❑00000° ouLju ❑ 0op.000. °00000❑ 00000❑❑❑ T L pa....00 oaoo... ..rip❑o.❑ L 0 00000000 000000000000000000000 0000000000000000a0000 0000000000o r O O O O O O O O O I -, f oaoo❑ono❑ 00000co .❑❑00000 L, -_- ❑n000000 °oao®®❑ ❑❑000aoo I ❑0000000 00000on0 °❑°00000 ri- O O O O O O O O O 1 II-i--L 0001300in 0❑00°0° ❑❑00000° �L_*_-rf oaoo❑a❑❑ ❑o°❑°ono °on°o°000 rLrr-- ❑°°❑❑❑❑° L1313o❑° L110 ❑p000❑0 0 ❑°00000❑ ❑00000° ao❑❑oao° ❑oao❑a❑❑ ❑00000❑ ❑00000❑❑ oo❑° 0000°❑❑ononon000non 00000❑❑ ❑oo❑..00 rT 00000❑❑❑ oaoo❑❑❑ °❑❑00000 1..1. ❑❑❑00000 ❑❑❑ 000❑❑❑ Lj_ Structural En Ineer: ❑°°❑ono❑ °00000❑ ❑00000°❑ ❑np.a... ... .0000g❑°000 ❑00000❑ 00000.❑❑ T' ❑00000❑❑ ❑00000❑ ❑°00000° o°❑o..❑...❑ oo...oa oo❑❑oo.o ❑❑❑00000 ❑00000❑ ❑❑00000❑ oo❑ ...moo 1- T 1 MORRISSEY ❑0❑❑❑ ❑oo❑0000 aaaa❑❑0. ❑00000❑ oao.°.❑❑ ❑00000.❑ ... 00000❑ -f I-1 I L l- Lai -11 :-277 C/h�+/ l�c } ENGINEERING, LLC 58 Essex Street, Deep River, CT 06417 1 George - Existing Conditions 3 PROPOSED SOUTH ELEVATION ph:860 532 0312 A2.2 SCALE: 1' = 1'-0" A2.2 - SCALE: 1/4" - 1'-0" MEP Engineer: 1-Al 1__ ,L L 1__. 1 L.JL:-1�L.�i.._ L y, _ `_i_ -'' -I _,l t ,` 1 -___ 1- �l l ' , ` _ ] r '-_' �_ L Interior Design: _ I I i -� T - g 1 I 1 : I ._ I I _ --I-- *' T---- - l .i_ � _1..._ , - -T,--L -1'-1- I� J L.',Y- - 1L 1 -- -I. i - ]i_i �-.1_L --i- •'L I- 1 1_.. _1 r , - __ l -- _. I 7 _ - ' L lLtr ' L 1 1 I ' L L- --1 .u- -L : __L. - .. '- -1 1 - T, -' - - i 1 - L: : 1 -- _y. i L ' -I r LII _ �♦P �QS t -I - I I 1 11_._: i_: -- L _i e- -- - - `i Issuance. _I - -1 - - - - _ - .I _i.J _ - , __ : -_L-_ ' -- - -'----1 .I_ - Q - Q --- Q _ ' I I_t- 11-' -'. 1 - L-: I:LL,, `- - 11 I 1 Permit Set 12 01 2024 J_ , P --L I _ i_ - L -- - -- ' ' L_ - ? I 1 I 1 L L _ ..f ."I _ `I --I -1 ' - �_' _ - t- I -----�- 1 ---- ---7-- -• - L -- `� : '-�-- - - L - - -L 1 1_� -_t 1 _ - ' I I 1, - � - I I IL_'_11 _L_L_I y . 1 . 1s ,1 1 ILI LJ N r Y T - -- - _ 1 J LIL LI-L_ 1 1 L L- j1- I' O CtiJ k' 11 , !1 :L-_ L_1 I.1_ -� � �f-1 I , 1--• 1 .- ,1 i1. 1 1, I f_1�_ � 1 J_._._ L � . I 1 1.f- 3 I_��.L O Ok♦ G G � i I L,_.i�1. 1 I-l�I r1 I i I II ! 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I Shakes I I - 1 1 ' Scale: as noted 1 11- l I I I ,-'I I �� �I4-' 1--'.__1 1 �.L- 1-�--' 1--I,-1-1-'-�,�J�1--�--=1 ;---.1 i I A 3 'I ' ' � I--J--lj i_._1.L� I--I--�•--'-1--1�-1---i - Railing ---- - - - - Deck Floor I I I I I I I I-000000 0o.n.on 00000° L 00000° 00000 ❑a❑ (' r ._ 000000000000000�0000 v000v0000000000000000 0000 1 i °°° ❑00000❑©o I T - - }I - --- 000000000a0000a0000 0000000000000000000 000o I _f;_L L � 00000❑ ..00000 .00000 -I .aria❑❑ oaoo. ©°a°.. ,__IT ®®oaoo.©© 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ( I °O°°°° °°O°°.❑ ❑00000 I�.,7-�-1 00000° ...am a❑❑❑❑. - � 00000❑.00 -"- O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 1 L -'L__ °oaoo❑ ❑00000❑ .00000 T moo000 .on0m© ❑00000 _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ❑°°00000°- r , O O O O O O O O O O O O O O O O O O O O O O O O O I 1 1 oaoo❑❑ ❑❑°oaoo .00000 L_l '.. 0aaaa0 ❑ono.. 00000o 1 7 ❑0om00oo v O O O O O O O O O O O O O O O O O O O O O OO O O O O O O O O O O O O O O O Column LTL� oaoo°° oaoo❑ 0❑n000n OOOO T- �--- ©00 T 0000000000oom°° OO O o O0 O0 O0 0000o Ii _L'_ II-_ . T ❑pogo❑ ❑00000❑ ❑00000 ❑°moos 00000 00000❑ ❑00000❑ ❑oaoo❑ o® ❑❑®oa 0 ❑oaoo❑ ❑00000❑ ❑noon❑ e. o 0 ;L 000❑oaoo❑ ❑00000❑ ❑00000 A2 . 2 T,:t, ❑ 0000 -r-- °00000 ❑00000❑ ❑oaoo❑ Mn 00000❑ ❑00000❑ p.0. c 13000130 ❑°00000 00000❑ 130000 .e 00000 o❑ m 0 !ll Cn m `m he Architect retains all copyrights,common law,statutory and other -' eserved rights for all drawings,specifications and other documents 2 George - Existing Conditions 4 PROPOSED EAST ELEVATION umishedbytheArchitectforthisproject. These drawings, c� specifications and other documents,when released by the Architect, A2.2 , - , „ A2 2 N re for use solely with respect to this project. They are not to be used SCALE: 1 - 1 -0 SCALE: 1/4" = V-0" Dy the owner,by the Contractor,by material or equipment suppliers, m r by any other person or entity on other projects or for additions to his project,without the speck written permission of the Architect. n. 0 U I i�. I Rev# Date I Description I I = I George Residence 396 Upper Shingle Hill Rd Fishers Island Cedar Shingles - Cedar Shingles Installed per Man'f Spec Installed per Man'f Spec Southold, NY 06390 Over Self Draining Matt 12 - 12 —Over Self Draining Matt Over Ice and Water Shield Over Ice and WaterMeld S Over 5/8"Sheathing 4� -- Hardwood Floor Hardwood Floor �\ �3 �,------------------------.\ Over 5/8"Sheathing Architect: Jared Sedam e - --- mr \� 2X ; I Urbanism /Architecture/ Interiors ------------------ --------------�' ' 3/4"Subfloor 3/4"Subfloor \\ 10 j Sarasota, FL Metal Flashing j --------1 2 X 8 I I 1/2"Gyp Board 1/2"Gyp Boar 8.83' 1 I Top of Post email: jared@jaredsedam.com OIL 8.50' I --- Top of Beam I ph: 203.233.0131 I \ 1 x T&G 5/4 x 10 Notched_ Spray Foam Icynene I i 8.00' Seal: Trim Assembly,See Details I I to receive siding _ Insulation in Cavities l I I Top of Post 1 10" i 1 x 4 T&G V Joint down I 7„ 3.3 I I I 17318.1 I �!RED/q/�G,y L 'k, -------- _ ____ I y —-———— --— — -- --- ---- Q- �i \ — j Trim Assembly,See Details � II I Double Hung - Blocking as Req'd 1 I i 1 I 510 04 1 �- � Q'- 1 OF NEW Trim Wrapped Structural Column 00 I I I M Structural Engineer: MORMSSEY I I ENGINEERING, LLC I I 3/4"T&G Wood Deckin 1 I l � , _ ,� 58 Essex Street, Deep River, CT 06417 I i I I 2.s2' ph: 860 532 0312 I I Historic Wood Sill 1 I Top of Newel2W - I 1 0 i I To of Bailin p 2 Railing MEP Engineer: 1 1 I j I Top of Railing I I • 3.3 � � I . I i I I I I I I I--- IWO, 11' 11" I i I Hardwood Floor Hardwood Floor 1 Interior Design: l 1 i 3/4"Subfloor 3/4"Subfloor I /4"T&G V'�oo Dec ng _ l 1 , I < I 0.00' I 1 1 ( 11 J, j First Floor I d ? F 4 r, 1 1 x l ` R `' 1, x a x ,1 tn^ °' r 1 `n 1 I I j , 7 � o '0.42 �\, �` l l ',i ', I` !'\l / , '� i \/ ��/' % `� '`1!�,/ , \ i �� l\/ \ I a• I I I Top of Po h I I 1 t Y Y. ,A / i `i ); i `( ` `( ,' 'i C I " x ti A 1C `/ I 0.42' Flashing 1 I Top of Porch INV I Flashin I 2 x 8 1 Flashing 1 g 1 Joist Hanger a Top of Concrete Joist H nger 1 'D• 1.31'� Issuance: � ~ � •• Joist Hanger �� � Top of Pier Permit Set 12.01 .2024 i• 1 -1.87' ---- D i Top of Pier I • Lattice Panel - - - D D • See Structural Plans for D Rebar Layout o ALL SECTIONS Face of Brick 10 14, 8" 0" D D Date: 12/16/24 Scale: as noted D777 1 77 c � ZIA N LA3 . 1 i 0. 3' op f o g m V D 11000 E 0 Olt'17g `m rhe Architect retains all copyrights,common law,statutory and other eseived rights for all drawings,specifications and other documents 2 SECTION THRU SIDE PORCH 1 SECTION THRU BACK PORCH v urnishedonsando by the herdocumect for this documect.nts, Teleasehese byhdrawings, c� pecifications and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be used ' SCALE: 3/4" = 1'-0" A3.1 SCALE: 3/4" = 1'-0" = y the Owner,by the Contractor,by material or equipment suppliers, rn r by any other person or entity on other projects or for additions to 'T his project,without the specific written permission of the Architect. a 0 0 i l Rev# Date Description George Residence 396 Upper Shingle Hill Rd Fishers Island Southold, NY 06390 Architect: - ,- Jared Sedam Roof Rafter @ 16"o.c. Urbanism /Architecture/ Interiors Cedar Shingles Sarasota, FL Installed per Man'f Spec Cedar Shingles Over Self Draining Matt 9 Over Ice and Water Shield Installed per Man'f Spec Over 5/8"Sheathing Ci it Back Cedar Kick out 8 ver Self Draining Matt ,_-----__ Only if necessary 12 Over Ice and Water Shield ` Over 5/8"Sheathing Metal F4shing �- ----------------- - �4 h 10.60' Hardwood Floor .� Top of Ridge I --- - ---- — - - - -- -_- _-- - _ -- _— email: Jared@jaredsedam.Com ph: 203.233.0131 I I 6 2 Metal Flashing I / 3/4"Subfloor 2X k6 I = I Seal: — I 3.3 2 x 6 i al �FtED ARC I 8.92, 8.92' 1 I Top of Post Top of Beam 1/2"Gyp Board �O �Q ks 1 8.08'jk OIL 8.08' f 7__� �/ „ Top of Post Top of Post I I I �\` ---i 7" I I I Trim As;emt S I , e Details ' Y I 51-0" ' i rFOF NE�N� Trim Assembly,See Details \�._•_ Blocking as eq'd io Custom Bracket, Structural Engineer: -v See Detail MORRISSEY ENGINEERING, LLC 58 Essex Street, Deep River, CT 06417 E Painted Bracket ph: 860 532 0312 60 MEP Engineer: Interior Design: Hardwood Floor Issuance: 5/4 x 4 T&G Ipe,Natural 3/4"SubfloorOIL Permit Set 12.01 2024 0.00' 3/4"T&G W od D c ' g . First Floor Wood ter ble&Apron ti 0.42' OIL-0.42' `n 1 ) r, f i F I l' Top of Porch Top of Porch v Flashing `"' Flashing - Joist Hanger Top of Concrete -1 25' Joist Hanger 0 6766t' op Pier D D o 06. � . D n et otb r ALL SECTIONS tto 0 o ti g t I elolw 1 isK rad ° Date: 12/16/24 ° Scale: as noted D ;n . . . D. U Q A3 . 2 I_ M E U) The Architect retains all copyrights,common law,statutory and other eserved rights for all drawings,specifications and other documents 2 CROSS SECTION THRU ENTRY STOOP 1 SECTION THRU ENTRY STOOP umished by the Architect for this project. These drawings, A3.2 C14pecifications and other documents,when released by the Architect, SCALE: 3/4" = 1'-0" A3.2 , N re for use solely with respect to this project. They are not to be used SCALE: 3/4„ = 1 -0„ t y the Owner,by the Contractor,by material or equipment suppliers, r by any other person or entity on other projects or for additions to T his project,without the specific written permission of the Architect. a 0 U Solid Cedar Shingles Cedar Shingles _ w/Co Bevelled ve beneathap,rated Gold Installed per Man'f Spec Installed per Man'f Spec __ N Over Self Draining Matt Over Self Draining Matt Over Ice and Water Shield Over Ice and Water Shield - J Over 5/8"Sheathing Over 5/8"Sheathing � tv Flashing/Drip Edge Flashing/Drip Edg - 04 1 r2' bi 51/2" 3/4"Cove,Painted _ 1 1 N 1 1/2"Round Powder Coated - _ - N Aluminum Tube Rail M 2 x 4 Solid Gold Rail w/ N Bevelled Top,Painted Rev# Date Description 1 x 6"Solid Gold,Painted 1 x 6"Solid Gold,Painted _ 2 x 2 Bevelled Baluster Cleat - - -- — 1 x Solid Gold,Painted 1 x Solid Gold,Painted I - iv 1 1/4"Square Baluster,Painted 1 x 4 T&G 2 5/8"Bed moulding 2 5/8"Bed moulding -- Bed moulding V_2" & a, \ �� x 4 PT Post 1 x 10 Solid Gold,Painted 1 x 10 Solid Gold,Painted 2 5/8"Bed moulding Blocking Blocking 5 1/2"Thick Wood Bracket, 30 M _ George Residence Painted,See Detail.(2 Places) ��-�`� ��- - CD 396 Upper Shingle Hill Rd t - 1 x 6 Solid Gold Post Wrap,Painted 5 „2 Fishers Island 1 112. i i 7 k1 hz. 3/4"Cove 3/4"Cove 1 1 x Solid Gold,Painted 1 x Solid Gold,Painted � I I Southold, NY 06390 � I I I I ns I I I na gee Oge I 7" I 1 x 12 Solid Gold Base w/ Architect: I I I I '8 2 x 2 Bevelled Baluster Cleat Jared Sedam I I Base Cap,Painted Urbanism /Architecture/ Interiors 5/4 Solid Gold,Painted 5/4 Solid Gold,Painted— I I r 2 x 4 Solid Gold Rail w/ I I x 4 PT Post 4 x 4 PT Post I i t a Sarasota, FL locking/Shim Space Blocking/Shim SpaceBevelled Top,Painted N I I /4 x 4 T&G Ipe Deck Boards,Natural 5/4 x 4 T&G Ipe Deck Boards,Natural I I I I I I Flashing Flashing ri_N� Eave Detail Back Porch 3 Eave Detail Side Porch 514 x 6 Solid Gold,Painted 5/4 x 6 Solid Gold,Painted email: jared@jaredsedam.com A3.3 SCALE: 11/2"= 1'-0" A3.3 SCALE: 11/2"= 1'-0" locking 1 Blocking ph: 203.233.0131 I 1 x 8 Solid Gold,Painted , 1 x 8 Solid Gold,Painted Seal: 2 x 8"Bevelled Cap,Solid Gold 7" w/Cove beneath,Painted l i ED A . N I Concrete Column Faced with I Concrete Column Faced with '(�GR RCy -- Brick Veneer / i Brick Veneer ��`�O DANIE(S,�1/1 N �� �� O C 1 1/2"Round Powder Coated I I * r N Aluminum Tube Rail 1 x 8 Solid Gold Base w/ M 2 x 4 Solid Gold Rail w/ Base Cap,Painted I / I Bevelled Top,Painted I / 5/4 x 4 T&G Ipe Deck Boards,Naturalj I S �- I 4 10 � { i Co rete umn ace ith I / Co ete um ace ith �TFOF 2 x 2 Bevelled Baluster Cleat 5/4 x Ipe Treads,Natural,ty -- D j' rick! neer / rick .enee I I / I 1 1/4"Square Baluster,Painted r x 4 PT Post 5/4 x Ipe Risers,Natural,ty 3 H of e Ffinistfgrad . n "be tin! gr . . � Bot m of� otin o be In. Structural Engineer: ---Column Beyond j \ j % MORRISSEY ENGINEERING, LLC o Flashin 58 Essex Street, Deep River, CT 06417 2'4� 2'4"I ph: 860 532 0312 (3)2 x 12 PT Stringers I �, Ito r ------------------ r-- ------- -- MEP Engineer: 2 x 2 Bevelled Baluster Cleat N 2 x 4 Solid Gold Rail w/ Bevelled Top,Painted D f /4 x 4 T&G Ipe Deck Boards,Natural S Newel Detail Side Deck and Back Porch 6 Railing Detail Side Deck and Back Porch Interior Design: M A3.3 SCALE: 1 1/2"= 1'-0" A3.3 SCALE: 1 1/2"= 1'-0" Flashing D /4 x 6 Solid Gold,Painted LO Blocking 1 x 8 Solid Gold,Painted Issuance: —Brick/Concrete Pier Below Permit Set 1 2.01 .2024 -77/-7777 2 Railing Detail @ Back Porch 4 Steps @ Side Porch A3.3 SCALE: 11/2"= 1'-0" A3.3 SCALE: 11/2"= 1'-0" Cedar Shingles Installed per Man'f Spec Over Self Draining Matt N N Over Ice and Water Shield Over 5/8"Sheathing Flashing and Drip Edg �J`�R 6" 4" + � TERI R DETAILS R 10" 1 x 6 Rake,Solid Gold,Painte ,`�� `/ J `t 112" Cedar Shingles " ' I utouts ifbesired t` 7 Installed per Man'f Spec 1 x 6 Rake,Solid Gold,Painte;— Over Self Draining Matt Over Ice and Water Shield R 2'-10" 2 5/8"Bed Moulding,Painted Over 5/8"Sheathing 1 x 6 Rake,Solid Gold,Painted _ N Date: 12/16/24 1/2"Plywood - R 4" 4" 1 x 10 T&G Solid Gold,Painted Flashing and Drip Edg �\ + f/l Scale: as noted _ R 2'-10" LO 1 x 6 Rake,Solid Gold,Painted _ g, R 7" + Blocking Both Sides of Beam 114 N C 1 x_Solid Gold,Painted 1 x 6 Rake,Solid Gold,Painted i4 4314' 314^ 1 x 4 T&G,Painted R 7" 2 5/8"Bed Moulding,Painted— t5 6" 2 5/8"Bed Moulding,Painte L A3 . Blocking Both Sides of Beam l + <V3 1 x-Solid Gold,Painted �� E j 7" 7„ 112" 1 1/7m 1 x 6 Solid Gold,Painted6" I 7 1/4" 1 x 6 Solid Gold,PaintedI �"z" z 1'-10't° 3a• 9sia 1� E 3 V- 10a 3 1/2"Thick Bracket,See Detail ; i 4'-8" rn `m he Architect retains all copyrights,common law,statutory and other eserved rights for all drawings,specifications and other documents ' urnished by the Architect for this project. These drawings, opecifications and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be used 7 Rake Detail Front Ent Stoop 8 Eave Detail Front Ent Stoop 9 Ent Stoop Bracket 2 10 Side Porch Bracket 2 ythe Owner,by the Contractor,by material or equipment suppliers, rn r by any other person or entity on other projects or for additions to A3.3 SCALE: 11/2"= 1'-0" A3.3 SCALE: 11/2"= 1'-0" 3' SCALE: 1" = 1'-0" �J.3 SCALE: 11/2"= 1'-0" T his project,without the specific written permission of the Architect. a 0 U GENERAL STRUCTURAL NOTES MA50NRY CODES AND STANDARDS I. ALL MA50NRY SHALL DEVELOP 2000 P51 ULTIMATE COMPRESSIVE STRENGTH(F'M) IN 28 DAYS. ; I. 2020 BUILDING CODE OF NEW YORK STATE INCLUDING REFERENCED APPLICABLE IGG CODES 4 AMENDMENTS. 2. ALL MORTAR SHALL BE TYPE 5. 2. AMERICAN SOCIETY OF CIVIL ENGINEERS "MINIMUM DEVON LOADS AND A550CIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES" - A50E 1-I6 WITH 3. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH GROUT FOR A DISTANCE OF 24"BENEATH AND 12"EACH SIDE OF ALL BEAM REACTIONS OR OTHER SUPPLEMENT I (A56E) CONCENTRATED LOADS. MORRISSEY 3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATIONS FOR 5TRUCTURAL STEEL BUILDINGS" - A150 360-I6 (AI56) 4. ALL REINFORCING BARS SHALL CONFORM TO A5TM A615,GRADE 60. ENGINEERING, LLC 4. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR 5TRUGTURAL CONCRETE" -AGI 318-I01 (AGI) 5. ALL REINFORCING IN MASONRY SHALL BE FULLY GROUTED IN PLACE USING HIGH LIFT(OR LOW LIFT) GROUTING TECHNIQUES. SEE SPECIFICATIONS FOR DETAILS. 01 EANOUT5 SHALL BE PROVIDED FOR ALL GROUT PODS OVER 5 FEET IN HEIGHT AND SHALL BE PROVIDED AT THE BOTTOM OF ALL VERTICAL 5. THE MASONRY SOCIETY "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" - TMS 402-I6 (TMS) CELLS CONTAINING REINFORCING. r, 6. AMERICAN IRON AND STEEL INSTITUTE "NORTH AMERICAN SPECIFICATION FOR DESIGN OF GOLD-FORMED STEEL STRUCTURAL MEMBERS" - A151 5100-16 WITH 6. NO SPLICES IN REINFORCING BARS SHALL BE MADE EXCEPT AS DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. WHERE PERMITTED,ALL SPLICES ` L SUPPLEMENT 2 (AI51) SHALL BE LAPPED A5 FOLLOWS 7. AMERICAN WOOD COUNCIL "NATIONAL DE51ON SPECIFICATION (NDS) FOR WOOD CONSTRUCTION" - ND5-I5 WITH 2O16 SUPPLEMENT(NOS) #3 BAR5 - I'-b" #4 BARS - 2'-0" 58 Essex Street 8. AMERICAN WOOD COUNCIL "SPECIAL DE51ON PROV1510N5 FOR WIND AND SEISMIC" - 5DPW5-21 (50PW5) #5 BARS - 2'-b" Deep River, CT 06417 #6 5AR5 - 3'-0" (8 60) 5 3 2-0312 GENERAL #1 BAR5 - 3'-b" I. THE C.ONTRAGTOR SHALL PROVIDE ALL NECESSARY SHORING AND BR4GING TO MAINTAIN THE STABILITY,SAFETY,AND LATERAL LOAD RESISTANCE OF THE 1. VERTICAL REINFORCING EARS SHALL BE PLACED USING GALVANIZED OR PLASTIC BAR 1705ITIONER5. BUILDING AND ITS INDIVIDUAL COMPONENTS THROUGHOUT CONSTRUCTION. 8. HORIZONTAL REINFORCING SHALL BE q GAGE WIRE CONFORMING TO A5TM A82 AND SHALL BE PLACED EVERY OTHER COURSE U.N.O. 2. DIMEN51ON5 AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS. q. ALL MASONRY SHALL BE PLACED IN RUNNING BOND U.N.O. 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE 51ZE AND LOCATION OF ALL OPENIN65, 5LEEVE5 AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES.OPENINGS NOT SPECIFICALLY 5HOWN SHALL BE APPROVED BY THE ARCHITECT AND ENGINEER. P05T-IN5TALLED FASTENERS AND ANCHORS 4. DIMENSIONS SHOWN ON THE STRUCTURAL DRANINC5 ARE GENERALLY OBTAINED FROM THE ARCHITECT AND ARE INCLUDED AS INFORMATION I. ALL HOLES INTO MA50NRY OR CONCRETE WALLS FOR PROPRIETARY ANCHORING SYSTEMS SHALL BE DRILLED AND GLEANED IN STRICT ACCORDANCE WITH COMPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. LAYOUT OF BUILDING FOUNDATIONS OR OTHER ITEMS MAY BY MADE U51N6 THE DIMENSIONS 5HOWN ON THE STRUCTURAL PRAWINC75 ONLY IF THE CONTRACTOR HAS COMPARED THESE DRAWIN65 WITH THE ARCHITECTURAL ORAWIN6 AND HAS RECEIVED THE MANUFACTURER'S RECOMMENDATIONS. CLARIFICATION,FROM THE ARCHITECT,REGARDING ANY ERRORS, INCONSISTENCIES,OR OMISSIONS. 2. ALL PROPRIETARY ANCHORING SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND USING ALL 5. DO NOT 50ALE PRANIN65 TO OBTAIN INFORMATION. RECOMMENDED ACCESSORIES AND SUPPLEMENTAL COMPONENTS SUCH A5 SCREEN TUBES,WASHERS,ETC. 3. ALL HOLE5 IN HOLLOW MA50NRY SHALL BE DRILLED WITH ROTARY DRILLS.HAMMER DRILLS ARE NOT PERMITTED. BUILDING DESIGN LOADS 4. ALL EPDXY ADHESIVE SHALL BE HILTI RE-500,51MP50N ET OR APPROVED EQUAL. U.N.O. I. DESIGN LIVE LOADS FIRST FLOOR: 40 PSF 5. ALL ACRYLIC ADHESIVE SHALL BE HILTI HIT(HY200 OR HY10),SIMPSON AT OR APPROVED EQUAL. U.N.O. SECOND FLOOR: 30P5F BALCONIES AND PORCHES: 60P5F 6. ALL GONGRETE/MA50NRY 5GREW ANCHORS SHALL BE HILTI HU5-H,51MP50N TITEN, ITW TAP-CON OR APPROVED EQUAL.U.N.o. LU 2. SNOW LOADS 7. ALL EXPANSION ANCHORS SHALL BE HILTI KWIK-BOLT 3,51MPWN WEDGE-ALL OR APPROVED EQUAL. U.N.O. FLAT ROOF 5NOW LOAD: PF = 30 P5F II ' 'I 3. WIND LOADS WOOD Lu BASIC WIND SPEED: 130 MPH (ULT) I. ALL FRAMING LUMBER SHALL BE DRY 001% MAXIMUM MOISTURE CONTENT) DOUG-FIR. PRE55URE TREATED SOUTHERN PINE SHALL BE USED FOR GROUND CONTACT,SILL PLATES,OR EXTERIOR USE. WIND EXPOSURE CATEGORY: G "V f1,Jl < INTERNAL PRESSURE GOEFF.: GGpl=+0.18 2. CHECKED WARPED OR OTHERWISE DAMAGED OR DEFECTIVE LUMBER SHALL NOT BE USED. .II-I-_II -Il FOUNDATIONS 3. STUDS SHALL BE STUD GRADE OR BETTER �n I. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE PRESUMPTIVE VALUES SET FORTH IN THE STATE BUILDING CODE, 4. ALL OTHER MEMBERS SHALL BE NO. 2 OR BETTER. LU c� 2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED,NATURAL MATERIAL OR CONTROLLED STRUCTURAL FILL HAVING AN ALLOWABLE BEARING VALUE OF 1.5 TONS 5. FOR EXP05ED FRAMING SEE ARCHITECTURAL DRAWIN65 FOR ADDITIONAL REQUIREMENTS. PER SQUARE FOOT. Lu 6. ALL MATERIAL LABELLED %VL" SHALL LAMINATED VENEER LUMBER WITH THE FOLLOWING PROPERTIES: 3. ALL FOOTINGS SHALL BEAR AT LEAST 3'-b" BELOW FINISH GRADE. E = I,01000,000 P51 FB = 2,600 P51 Lu 4. IF FOOTING ELEVATION 15 To BE LOWERED MORE THAN 1.00' FROM WHAT 15 SHOWN ON PLAN (TO MAINTAIN FR05T DEPTH OR TO BEAR ON SUITABLE MATERIAL),NOTIFY ENGINEER PRIOR TO CONSTRUCTION. 7. ALL MATERIAL LABELLED "LSL" BE LAMINATED STRAND LUMBER WITH THE FOLLOWING PROPERTIES: E = I,550p00 PSI 5. EXISTING UN-COMPACTED FILLS WITHIN THE BUILDING FOOTPRINT SHALL BE REMEDIATED EITHER BY REMOVAL AND REPLACEMENT,OR GROUND FB = 2,525 PSI IMPROVEMENT DESIGNED TO ACHIEVE 1.5 TONS PER SQUARE FOOT BEARING CAPACITY. 8. PROVIDE IX4 CRO55-BRIDGIN6 FOR ALL WOOD JOISTS® 5'-0" OC. MAX SPAGIN6 AND 2X 50LID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND 6. FOR SLAB ON GRADE AREAS WITHIN BUILDING PERIMETER,REMOVE ALL SURFACE TOPSOIL,PAVEMENT,AND OTHER UNSUITABLE MATERIALS. REPLACE WITH PARTITIONS. COMPACTED GRANULAR FILL. q, WHERE FRAMING GLIP5 OR JOISTS HANGERS ARE U5EO,NAILING SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. ?. EXCEPT AS NOTED,FOUNDATION WALLS ARE GENERALLY NOT DESIGNED A5 FREESTANDING RETAINING WALLS. A5 SUCH THEY MUST BE BACKFILLED ON 10.ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. BOTH SIDES EQUALLY OR TEMPORARILY BRACED UNTIL OTHER STRUCTURAL ELEMENTS WHICH BRACE THESE WALLS ARE IN PLACE. 8. PIPES AND OTHER M.E.P.ELEMENTS SHALL PASS THROUGH FOUNDATION WALL,NOT UNDER FOOTINGS. STEP FOOTIN65 AS REQUIRED TO PA55 UNDER THESE II. NAILING SHALL COMPLY WITH TABLE 2304A.1 OF THE STATE BUILDING CODE EXCEPT A5 NOTED ON THESE ORAWIN65. SEE SECTIONS AND DETAILS FOR 5Y5TEM5. PROVIDE 5LEEVE5 FOR ALL PENETRATIONS IN FOUNDATION WALL. ADDITIONAL INFORMATION. 12.METAL CONNECTOR HARDWARE SHOWN ON PLANS AND DETAILS ARE 51MPWN 5TRONG-TIE CONNECTORS AND ARE SELECTED FOR LOAD REQUIREMENTS. REINFORCED CONCRETE SUBSTITUTION 15 PERMITTED IF LOAD CAPACITIES OF ALTERNATE ARE OF EQUAL OR GREATER CAPACITY THAN COMPARABLE 51MP50N CONNECTOR. FASTENING SHALL BE PER MANUFAGTURER'5 REQUIREMENTS FOR MAX CAPACITY. I. ALL CONCRETE SHALL COMPLY WITH REQUIREMENTS OF CHAPTER 4 IN AGI 318 AND BE NORMAL WEIGHT WITH A 28 DAY COMPRE551VE STRENGTH OF 4000P51 AND MAX W/C RATIO 0.50 z O 2. ALL CONCRETE EXPOSED TO FREEZE-THAW CYGLE5 SHALL BE AIR ENTRAINED. STANDARD STRUCTURAL ABBREVIATIONS E-f 3. ALL REINFORCING BAR5 SHALL BE HIGH STRENGTH DEFORMED BARS CONFORMING TO A5TM A 615 -GRADE 60. AAC AUTOCLAVE AERATED GONG ELEV ELEVATOR PLF POUNDS PER LINEAR FOOT a w AFF ABOVE FIN15H FLOOR EX15T EXISTING PLYWD PLYWOOD GY ALT ALTERNATE EJ EXPANSION JOINT PEN PENETRATION fu } 4. ALL REINFORGIN6 BAR5 FOR WELDING TO STRUCTURAL STEEL SHALL CONFORM TO A5TM A't06 WELDABLE REINFORCING. ALUM ALUMINUM EXT EXTERIOR P05 PIECES ANGH ANCHOR F.D. FLOOR DRAIN E OR PL PLATE W 5. ALL REINFORCING BARS SHALL BE DETAILED IN ACCORDANCE WITH "AGI DETAILING MANUAL."SHOW THE NUMBER AND LOCATION OF ALL BAR 5UPPORT5 AND APPR APPROVED FF FAR FACE PMF PREMOLDED FILLER Q ACCE55ORIE5 NECE55ARY TO SUPPORT REINFORCEMENT IN P051TION5 INDICATED ON THE PLACING DRAWING5. APPROX APPROXIMATE FT FEET FOOT PROJ PROJECTION IL ARCH ARCHITECT/ARCHITECTURAL FP FIREPROOFING PT P5LRE TREATED L FOUND 6. MINIMUM CLEAR COVER FOR REINFORCEMENT WHEN NOT OTHERWISE INDICATED SHALL BE: A5PH ASPHALT FIN FINISH BF POUNDS PER SQUARE FOOT AT(SPAGIN6) F.F. FINISH FLOOR P51 POUNDS PER SQUARE INCH W d- AVG AVERAGE FTG FOOTING E-a CONCRETE CAST AGAINST EARTH 3" PGF POUNDS PER GUBIG FOOT � B5MT BASEMENT FND FOUNDATION PAF POWER ACTUATED FASTENER CS CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH OF W BM BEAM FRMG FRAMING EATHER: BRG BEARING FR GAGE P/C PRECAST Q i A. BARS #5 AND SMALLER I Y" BTWN BETWEEN GALV GALVANIZED PDF POWER DRIVEN FASTENER B. BARS LARGER THAN #5 2" BLK BLOCKING GG GENERAL CONTRACTOR PREFAB PREFABRICATED CONCRETE SLABS,WALLS NOT EXP05ED TO EARTH OR WEATHER !/4" BOTT BOTTOM 6LU LAM GLUE LAMINATED P5L PARALLEL STRAND LUMBER ED CONCRETE BEAMS, COLUMNS NOT EXP05ED TO EARTH OR V,EATHER 12 BOF BOTTOM OF FOOTING 6R GRADE P POST TENONED BIT BITUMINOUS GR BM GRADE BEAM PL PROPERTY LINE - ?. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. DEVELOPMENT/SPLICE LENGTH BLDG BUILDING GYP GYPSUM SHALL BE AS SHOWN ON THE TABLE IN THE TYPICAL DETAILS UNLESS OTHERWISE NOTED.VALUES SHOWN ARE IN INCHES. MAKE ALL BARS CONTINUOUS GAP CAPACITY HAS HEADED ANCHOR STUD R OTY QRADIUSTM � GIP CAST IN PLACE HK HOOK REBAR REINFORCING BAR AROUND CORNERS. CLG CEILING HORIZ HORIZONTAL REINF REINFORCING GEM CEMENT H55 HOLLOW STRUCTURAL SECTION READ REQUIRED 8. SLABS,BEAMS AND WALLS SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE.ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SPAN OR AT CTR CENTER IN INCH SECT SECTION CENTER OF SUPPORT WITH VERTICAL BULKHEADS,HORIZONTAL KEYS AND REINFORCING CONTINUING THROUGH. ALL CONSTRUCTION JOINTS SHALL BE AS q CENTER LINE INGL INCLUDE SPEC SPECIFICATION DETAILED OR AS APPROVED BY THE STRUCTURAL ENGINEER. G TO G CENTER TO CENTER ID INSIDE DIAMETER 5LV SHORT LEG VERTICAL GLR CLEAR INT INTERIOR 506 SLAB ON GRADE q. WIRE MESH REINFORCEMENT MUST LAP ONE FULL MESH AT 51DE AND END LAPS, AND SHALL BE WIRED TOGETHER. PROVIDE ADEQUATE SUPPORTS FOR MESH GHAM CHAMFER IF INSIDE FACE 50 SQUARE TO ENSURE ITS LOCATION AS SHOWN ON DRAWIN65. GTRD CENTERED INY, INVERT 51M SIMILAR COL COLUMN JT JOINT 5F 5QUARE FOOT,FEET GONG CONCRETE KD KILN DRIED 5TL STEEL GMU CONCRETE MA50NRY UNIT LT WT LIGHT WEIGHT 57D STANDARD CONN CONNECTION LL LIVE LOAD STIFF STIFFENER CON5T CONSTRUCTION LF LINEAR FEET 5TIRR STIRRUP CON5T JT CONSTRUCTION JOINT LSL LAMINATED STRAND LUMBER 5TR141 STRUCTURAL GJ CONTROL JOINT LLH LONG LE6 HORIZONTAL SYMM SYMMETRICAL CONTR CONTRACTOR LLV LONG LEG VERTICAL TSB TOP AND BOTTOM DATE: 1-19-24 COW CONTINUOUS LVL LAMINATED VENEER LUMBER TEMP TEMPORARY COV COVER MANUF MANUFACTURER T46 TONGUE AND GROOVE SCALE: 3/16" = 1'-O" OF CUBIC FOOT,FEET MA5 MA50NRY THK THICK,THICKNESS JOB N0: 23083 GY CUBIC,YARD(5) MATL MATERIAL TOG TOP OF CONCRETE MAX MAXIMUM TOL TOP OF LEDGE DAB DEFORMED ANGH BAR MEGH MECHANICAL TOF TOP OF FOOTING DRAWN BY: DJM DL DEAD LOAD �, METAL TOS TOP OF STEEL DE DEFLECTION MIN MINIMUM TOW TOP OF WALL FRAMING PLANS DEGG DEGREE MI56. M15CELLANEOUS THRU THROUGH DEL DETAIL MTD MOUNTED TOPG TOPPING DEAR DEPREN NF NEAR FACE TYP TYPICAL DIAL DIAGONAAL NORM HT NORMAL WEIGHT T5 TUBE STEEL DIA DIAMETER NIG NOT IN CONTRACT UNO UNLE55 NOTED OTHERWISE DIM DIMENSION NO OR# NUMBER VERT VERTICAL 00 DITTO OHL DOWEL NTS NOT TO SCALE WPRF WATERPROOF ON DOWN OG ON CENTER NO WOOD DWG DRAWING OPN6 OPENING HP WORKING POINT EA EACH OPP OFF051TE HT WEIGHT sool EF EACH FACE OF OUTSIDE FACE K/ WITH EN EACH WAY O.D. OUTSIDE DIAMETER WWF WELDED WIRE FABRIC EL ELEVATION 05B ORIENTED STRAND BOARD W/O WITHOUT FOS EDGE OF SLAB PERP PERPENDICULAR YO YARD MORR.ISSEY ENGINEERING, LLC I ' I II II I - I II I ' I I ' I NOTES 58 Essex Street ! ------ -- --------- - - Deep River, CT 06417 A NOTED. ! (860) 532-0312 2. TYPIC FLO OR FRAMINGNO EXCEPT CONSTRUCTION 15 3//4" TONGUE AND GROOVE SPAN - -- --SIMPSON HU5 SERIES - - - RATED SHEATHING SUPPORTED ON WOOD FRAMING AS 5HOWN. ! -----HANGER SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.115 X ! EACH JOIST -� 2.515 NAILS @ 6 oc. SUPPORTED ON WOOD FRAMING AS SHOWN. SHEATHING TO BE GLUED T - '3. TYPICAL ROOF CONSTRUCTION 15 5/8 SPAN RATED SHEATHING I I AND NAILED TO FRAMING WITH 0.115" X 25' NAILS @ 6"oc. m - --j 4. TOP OF SHEATHING VARIES. SEE ARCH DWGS. I 5. WALLS SHOWN ARE EXTERIOR WALL5, AND INTERIOR BEARING I AND/OR SHEAR WALL5. SEE ARCHITECTURAL DRAW I NG5 FOR ' I NON-BEARING PARTITIONS _- - _ --_ ------1-� I 6. EXTERIOR WALL OR SHEAR WALL CONSTRUCTION 15 15/52" SPAN I RATED WOOD STRUCTURAL PANELS (PLYWOOD OR 055) ON 2X - _ _ _ I i - - -- STUDS AT I6 or, NAILED AT 4 oc AT PANEL EDGES WITH 0.131 x2.5 i - - - -r - - -- -- -- LU NAILS. NAILS IN FIELD OF PANEL SHALL BE NO MORE THAN 12 oc. PANELS SHALL BE INSTALLED WITH LONG DIMEN51ON ACROSS --.- -_---- _ - _- - - - - - r -� -!--- STUDS. ALL JOINTS IN WOOD STRUCTURAL PANELS SHALL OCCUR OVER FRAMING OR 50LID BLOCKING. NOTE: EXTERIOR WALL5 ACT � A5 SHEAR WALLS. C 3 THIRD FLOOR FRAMING PLAN �'n < �' U LU 11 Lu 4X4 P.T.P05T 4X4 P.T. P05T Lu SIMPSON HU0210-2 SIMP50N B04 BEAM TO P05 51MP50N HI EACH J015T P05T TO BEAM 51MP50N HI EACH RAFTER -- -- -- -- - r � (2) 2XI0 --- - (2) XI - T --- -- - '. (2) P.T. XI !P SIMP50N HOP42 ® -- ----- - -- - - - -- -- - - 2-O X I-4 SOLID MASONRY lz � PIER(50LID 5ROUTED BRICK OR N I - -- - --- - -!--- - GMU) REINF. WITH 4 #4 VERTICAL li x I - - ---- -- --- - -- - -- - - ----- - - N OON '-ORETE FOOT NG REINF WITH - �I'r} -- --- ---- - - - - -------- - ' .- -- - - --- --- - i- --- ------ - -- ----- ------ ---------------- L- -' -- --- t -- - - ------ - 3 #4 EACH WAY BOTTOM — --- - -- TYPICAL 4 LOCATIONS -- ------ I - - SIMP50N LSSJ26 SIMI I - - - __-: --- --- - -—----- - ----- - ----- - - --j- - - _ - -.-- -- -- - - -- - �- - - - - - - -- - --- - - -j HIP T ON HU HIP TO LEDGER z i - - - - - - - - --- - - - - - --- ---- - - - - - - --- -- - - - - ------ ---- ------ ---- --- --- ---- ------ - - -- ----- - H cr 51MP50N ---- ---- - --- --- ----- -- --- - -- -- - - -- - - ---- - --- -- Lu o - - -- - _ - -- - - - - --------------- -- -- EACH JOIST X - - - - - -- ---- - --- ------ - ---- - - O RU'i ILI Vq cli - -- - - 2x5 ® 1611 OG - --- -- -- - -- --- -- --- ---- --- -- +1 - - --- -- - - - - -- - - - - - -- - -- ----- -- - - -- -- - - --- - -I- - - - ---- --- - �1 - —-- ----- - - - -- -- -- - ----1 -- 3) L'f5"XT.25" LVL UNDER WALL - - 2x5 ® 16" OG W 115"X125"LV - - --- - - ---I- 6X6 P5L P05T I r 1 - - - -- -- - f - - - - -- -- -- - { - - - - - -- - - - --- - P.T. 2X5 LEDGER NAILS TO EACH 5 SIMP50N HI - ------ - -- - - - -- -- BELOW -- - ----------- -------- -- _ ___ -_-_ __ - ------- _ - 3 2X4 P05T ABOVE ------------ 4 0.131X3" NAIL% - - - - TO x - - - - -- -- - -- - -- - BEAM OR WALL 4X4 P5L P05T BELOW � I (2) 2XI0 DN I I I z — — 0 - DECK - DATE: 1-19-24 SCALE: 3/16" = 1'—O" JOB NO: 23063 DRAWN BY. DJM FRAMING PLANS 1 FIRST FLOOR FRAMING PLAN 2 SEGOND FLOOR FRAMING PLAN Simi I I if I ---- ---- —6G Rev# Date Description s6ido I � _ g II i I I I I I I > 01 I I I I George Residence I I I 1 1 1 1 1 1 1 1 -® ! ----- 396 Upper Shingle Hill Rd I UP I I —+---------------- Fishers Island II II � Southold, NY 06390 I I I I I I I I I i i c valves Architect: Jared Sedam ' Iche ® - Urbanism /Architecture/ Interiors Sarasota, FL gfi d k 66' I I I I II II fi II II ---- ---------I I-------------- -- — ----------- fi ---- ----- --4---------- — --- -- r--�--- `„ � ' `..' i i i i email: fared@jaredsedam.com fi l I I ? ph: 203.233.0131 w Seal: z II 1 / I � I II II EDq ��C_O� NI <; E RSti�T wp �qTF 45 OF Ni�N Structural Engineer: i MORRISSEY ENGINEERING, LLC 58 Essex Street, Deep River, CT 06417 ph: 860 532 0312 MEP Engineer: 1 First Floor Electrical Plan 2 Second Floor Electrical Plan E1.1 SCALE: 3/16" = 1'-0" E1.1 SCALE: 3/16" = 1'-0" Interior Design: Proposed Recessed fixture —o-- LED Strip lighting 1 11 1 1 1 �, Decorative Wall Sconce Issuance: Typical Junction Box Permit Set 12.01 .2024' 0 Exhaust Fan P Exterior Sconce I_ v 2 Headed Motion/Light Sensor Flood Light --------------- P Exterior Water Proof Outlet =Ogfi Above Counter GFI Outlet =E) Standard Duplex 110 Outlet -Q Standard 220 Outlet linen ® In-Floor Duplex Outlet clos sP Speaker ---------------------- ---5 ------------------------=-------LNJ J1 — 3. Ill it Il' if, fill Ill Electrical Legend ELECTRICAL S@3 PLANS clos � ---------------- --, ----- -------- -------------------------- ,-----, I clos I------- sky I i sky light ; i i light ---- SODI '- -- Date: 12/16/24 I I Scale: as noted I I I I I I In I I � I I I I � I IL---- U-------------------------- E1 . 1 E Vl C f0 E N '0 U) 2 m The Architect retains all copyrights,common law,statutory and other eserved rights for all drawings,specifications and other documents ' urnished by the Architect for this project. These drawings, N pecifications and other documents,when released by the Architect, 3 Attic Floor Electrical Plan N re for use solely with respect to this project. They are not to be used y the Owner,by the Contractor,by material or equipment suppliers, SCALE: 3/16" = 1'-0" r by any other person or entity on other projects or for additions to his project,without the specific written permission of the Architect. a 0 U T T T T T T T T T T T T I I I I I I I Rev# Date Description escrp George Residence I I I I I I I Bath I i I I 396 Upper Shingle Hill Rd I i i I i Lav I I Fishers Island 1 1/a" Southold, NY 06390 I I BATH 3 Architect: Jared Sedam Urbanism/Architecture/ Interiors I I I I I I I Tub/Shower I Sarasota, FL I I I I I I I I I I 2" I I I I I I ( I I W.C. I I email: jared@jaredsedam.com ph: 203.233.0131 THIRD FLOOR I I I I I I I I I Seal: •®®® N®l.Sls .p6N ®O .eJwN .!®l � N®!® ®!Nllsi9�lA!® ®eC ®YN®® ® llN NNN � NN ®NSwO_ A sNNNNNe Bath Bath I Bath Lav Lav Lav • I I 1 1/4" BATH 1 1 1/4" BATH 2 MASTER BATH 0�5���p,NIEED RSyj�, I I Shower Shower i i Shower I I 2" 2.. I I 2" I I I I `• ` 3„ W.C. W.C. W.C. 311 I I 2„ 3�. T TFOF N51 E�N�O��- SECOND FLOOR]__I I I I Tub " ® NwN ewwsssNs ® _ e sNe — wwews®ewssww®N®w. ®w®N Structural Engineer: Kitchen Bath Sink Lav MORRISSEY ENGINEERING, LLC 1 1/4" 1 1/4" 58 Essex Street, Deep River, CT 06417 LAUNDRY 1ST FLOOR p 532 0312 KITCHEN Clothes Washing POWDER Machine 2„ MEP Engineer: 2" W.C. FIRST FLOOR • Interior Design: N Z- -N_NNN.N. N 4" 4" z Z 4" TZ TO SEPTIC Issuance: Permit Set 12.01 .2024 1 Plumbing Isometric P1.1 SCALE: 1/4" = 1'-0" PLUMBING ISOMETRIC Date: 12/16/24 Scale: as noted 0 C N U rdl Q P 1 1 co m m u7 o a c`o rhe Architect retains all copyrights,common law,statutory and other -' eserved rights for all drawings,specifications and other documents umished by the Architect for this project. These drawings, N pecifications and other documents,when released by the Architect, N re for use solely with respect to this project. They are not to be used t y the Owner,by the Contractor,by material or equipment suppliers, r by any other person or entity on other projects or for additions to T his project,without the specific written permission of the Architect. a 0 U