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HomeMy WebLinkAbout49626-Z „�rT TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERKS OFFICE a 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 #: 49626 Date: 8/30/2023 Permission is hereby granted to: Dorf, Eric 15 Mills Ln East Setauket, NY11733 To: Construct additions and alterations to an existing single-family dwelling as applied for per Trustees, ZBA and DEC Non-Jurisdiction approvals. At premises located at: 620 North Dr., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-6-27.1 Pursuant to application dated 7/19/2023 and approved by the Building Inspector. mm To expire on 2/28/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $522.80 CO-ALTERATION TO DWELLING $50.00 Total: $572.80 21 a............................................ ✓ ........................_...._......._. Building Inspector �V ° N § OUTHOLD—BUILDING DEPARTMENT Town Hall Annex 5475 Main Road P. O, Box 1179 Southold, NY 11971- 959 ' h 765-1Fay 631 755-9502 htt);.^""\N,��wr.soLitliold.t��,�AArr����_ � �:'11�,;�+ ft 'BUILDING DEPT. R�, AP0b1tAtf h1 P BUILDING PERMIT For Office Use Only PERMIT NO. Building P Ins ector: i Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: Z. OWNER(S)OF PROPERTY: Name: r SCTM # 1000- 0 �. .. Project Address: 4e 1171112 UC , Phone#: Email: Mailing Address.: CONTACT PERSON: Name: Mailing Address: k' Phone#: 6 7 Email: " DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: OX Phone#: . E CONTRACTOR INFORMATION: Name, Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure "Addition ❑Alteration ❑Repair Demolition Estimated Cost of Project: ❑Other MW $ Will the lot be re-graded? ❑Yes)54-No Will excess fill be removed from premises? ❑Yes ANo 1 PROPERTY INFORMATION Exist' property: Zone or w�, ° r......,-y� ��...".� .�... ..... Int�_nded use ofproperty:m�.-.—��iL �h, �:-.,. ... p ,. or use district in which premises i< situated. Are there any covenants and restrictions with respect to this property? -JYESXNo IF YES, PROVIDE A COPY, d �heck Box After Reading: The owner contractor desi n rofess� ,�._..,.a.._. g• / / 'g p Tonal is responsible for all drainage and storm water issues as provided by Chapter 236 o1 the Town Code, APPLICATION IS HERE Bl'MADE to the Building:Department for the issuance of a Building Permit pursuant to the Building Zone L nce of the Town of Southold,Suffolk,County,I leer York and other applicable Laws,Ordinances ov Regulations,for the construction of buildings, ns,alterations or for removal or demolition as herein described.The applicant agrees to comply+Kith all applicable laws,ordinances,building code, @;code and regulations and to admit authorized inspectors on premises and in buildings)for neCE!ssary inspections,False statements made herein are able as a Class A misdemeanor pursuant to Sec tic n 210AS of the New York State Penal Law. Application Submitted By(print name) /C/, /C11 ,�(��,�fPJ�C e gAuthorized Agent ❑Owner Signature of Applicant: /l�lil2:�C.a Date: A��`,2�zz CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No. 01 BU618 050 COU NTY OF ��-Q Qualified in Suffolk County _9, Commission Expires April 14, 2 A /�/�C� _ _being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her kn(:)wledge and belief; a id that the work will be performed in the menier set forth in the application file therewith. Sworn before me this r�y� _45? t ay of _�%� �'�L — 20�Z L "' Notary Public PROPERTY OWNI_F11 AUTHORIZ,APON (Where the applicant is not the owner) I, —SLIC C XX Z? &E residing at__�,.rf/�LS L�' :'T L Tib//,��.2_ • _ ." �,' ._e� �do here authorize _ I _to apply on my be the Town of S ithold Department for approval as desc ' ed h ein. 5 *� Owner's "'nature _ Date z' 14 Z)o w Print Owner's Name 2 New York State Department of Environmental Conservation Division of Environmental Permits, Region One Am SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 • FAX: (631)444-0360 Website: www.dec.state.ny.us Denise M.Sheehan Commissioner LET"T"ER OF NON JURISDICTION TIDAL WETLANDS QCT Norman&Adell Grudman January 10,2007 620 North Dr. Mattituck,N.Y. 11952 Re: .14738-03546/00.002 Grudman Property 620 North Drive Mattituck,Town of Southold SCTM# 100-106-6-27.1 Dear Mr.&Mrs. Grudman: Based on the information you have submitted,the Department of Environmental Conservation has determined that the portion of the referenced property located landward of the crest of the shoreline bank which exceeds ten feet above mean sea level,as shown on the January 19,2006 survey by John Ehlers, L.S.,last revised July 6,2006 is beyond Tidal Wetlands Act(Article 25)jurisdiction.Therefore,in accordance with the current Tidal Wetlands Land Use Regulations(6 NYCRR Part 661),no permit is required for construction, excavation,grading or other site development activities located landward of the jurisdictional boundary. However,please be advised that no construction,sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary,as indicated above,without a permit.It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e.,a 15'to 20'wide construction area)or erecting a temporary fence,barrier,or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Deputy Regional Permit Administrator cc:BMHP file I p Ny J, 10 x` BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10173 DATE: JUNE 15,2022 ISSUED TO: ERIC H.DORS"&ELLEN R.KRAKOW PROPERTY ADDRESS: 620 NORTH DRIVE MATTITUCIC SCTM#: 1000-106-6-27.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 15, 2022,and in consideration of application fee in the sum of$250.00 paid by fric,H. lie Ellen R.Krakow and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to remove existing 26sq.ft.wood decking and wood railing; replace in-kind three(3) linear feet; existing deck structure to remain;on the existing upper deck remove existing 405sq.ft.of wood decking and wood railing and replace in-kind;existing deck structure to remain;existing wood structure to be evaluated in the field for defective or damaged material which is to be repaired or replaced as needed;on the existing lower deck remove existing 261sq.ft.of wood decking and wood railing; replace in-kind(47 linear feet);existing wood deck structure to remain; existing wood structure k to be evaluated in the field for defective or damaged material which is to be repaired or replaced as needed; relocate existing 8.17'x8.17' (66.75sq.ft.)hot tub; install 12"thick structural base(8.5'x8.5'_ 72.25sq.ft.); existing 184sq.ft.brick patio to remain; repair or replace existing,pavers as needed;existing 40.5 linear foot long wood retaining wall to remain; repair or replace 6"x6"wood retaining wall material in-kind as needed; existing 61x5'(30sq.ft.)staircase to be removed,relocated and reconstructed to adjacent side of existing 6'x5' (30sq.ft.)deck; and for a proposed new 17'x5'(85sq.ft.)staircase; and as depicted on the site plan prepared by Mark Schwartz&Associates,dated March 20,2022,and stamped approved on June 15,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the year and day first above written. _ BOARD MEMBERS Southold Town Hall So Leslie Kanes Weisman, Chairperson �� 53095 Main Road • P.O. Box 1179 Patricia Acampora �� Southold,NY 11971-0959 Eric Dantes +office)-.ocatton' Robert Lennert, Jr. Town Annex/First Floor ' - 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoUlm Southold, NY 11971 RECEIVED � http://southoldtownny.gov ZONING BOARD OF APPEALS .1 U 2 U 2023 N��Ny U 2023 TOWN OF SOUTHOLD �. Tel. (631) 765-1809 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 15, 2023 ZBA FILE#: 7783 NAME OF APPLICANT: Eric H. Dorf PROPERTY LOCATION: 620 North Drive (Adjacent to Mattituck Creek), Mattituck, NY SCTM#1000-106-6-27.1 SEORA DETERMINATION: 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 COUNTY ADMINISTRATIVE:. CQDE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated February 28, 2023stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. . WRP` DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The L`vVRP Coordinator issued a recommendation dated May 23, 2023. 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 EXEMPT from Coastal Consistency Review. PROPERTY 'F ;CTS/DESCR,IP"I"ION. The subject property is a conforming 52,806 square foot(1.2 acres)lot located in the Residential R-40 Zoning District. The northerly property line measures 564.09 feet, the easterly property line measures 66.83 feet and is adjacent to Mattituck Bay (Mattituck Creek) the southerly property line measures 237.82 then dips south 40.00 feet and continues westerly 380.00 feet and the westerly property line measures 128.67 feet and is adjacent to North Drive. The parcel is improved with a one-story frame residence. There is an upper wood deck with stairs leading to a lower wood deck with a patio and a hot tub located seaward of the dwelling towards Mattituck Bay, all as shown on the survey map prepared by John Minto, LS and dated December 16, 2021. BASIS OF APPLICATION: Request for Variance from Article IV, Sections 280 -18 and the Building Inspector's February 2, 2023, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling; at; 1) located less than the code required minimum side yard setback of 15 feet; located at 620 North Drive, (Adjacent to Mattituck Creek Mattituck, NY. SCTM#1000-106-6-27.1. RELIEF REQUESTED: The applicant requests a variance to construct additions and alterations to an existing single- family dwelling. The proposed construction is not permitted pursuant to the Bulk Schedule for Residential Districts. The required minimum side yard setback is 15 feet. The construction will have a minimum side setback of 10.2 feet. The applicant wishes to add a small addition to the first floor then add a partial second story over that addition with a Page 2,June 15,2023 #7783, Dorf SCTM No. 1000-106-6-27.1 small balcony on the second-floor addition as shown on the Site Plan drawing prepared by Mark Kevin Schwartz, Architect, and dated November 21, 2022. A1)DI 1.L0NAI„ _t FC:1kRM;tti I lON: The applicant's represented informed the Board that an Innovative Advanced(I/A) Septic System as approved by the Suffolk County Department of Health Services, has already been installed on the property. The applicant provided the Board with two comparable prior decisions located in the applicant's neighborhood; ZBA file #5892 at 500 North Drive, and ZBA file #6116 at 372 North Drive, both granting side yard setback relief for additions to an existing dwelling. lNI3[i m A ( (;,Ew REASONS, ...��)It I t� IIS I� ti ,,`lm'IC�N: The Zoning Board of Appeals held a public hearing on this application on June 1, 2023 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 "2617-ta3Ia �I Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This request for side yard setback relief is neat Unique in this neighborhood containing many long and narrow lots, resulting in similar approvals for additions and alterations for several nearby properties. The lots in this area, like the subject property, have significant sloping terrain. As a result, the two-story dwelling on the lot that is adjacent to the subject dwelling is sited at a much higher elevation, and the applicant's proposed two-story addition will still be lower in height frorn the existing grade than the neighbor's dwelling, which is the only property that could be impacted by the proposed addition. 2. Town Law 267-b 3 b 2 . The bevel it,sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than art area vari once.The existing footprint of the subject dwelling places the northwest Comer of the existing dwelling within the minimum side yard setback and the second-flavor addition can't avoid being nonconforming and requiring a variance. 3. .sown Law 267-ta d' . The variance granted herein is mathematically substantial, representing 32% relief from the code. However, the westerly side of the dwelling's first floor bedroom is the only feasible location to create a second-floor addition which will add two more bedrooms. Additionally, the side property line is not parallel to the subject one-story dwelling which has an 8.6-foot side yard setback on the northerly corner; whereas the proposed two story addition will have a more conforming side yard setback of 10.2 feet. 4. Town Lavv, '2671) bh4l. 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. North Drive is an unpaved dirt road. The proposed addition will not create any erosion from excavating or further ground disturbance. In addition, an Innovative Advanced(I/A)Septic System as approved by the Suffolk County Department of Health Services, has already been installed on the property. The applicant must comply with Chapter 236 of the Town's Stonn Water Management Code. 5. shown Law 267-ta 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. 6. Town LawV' 2� Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a of a first-floor alterations and a second-story addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. n Page 3, June 15,2023 #7783, Dorf SCTM No. 1000-106-6-27.1 SC 1 i[]�QC —'1¢11 1 .0A 91): In considering all of the above factors and applying the balancing test under New "'fork Town Lary 267-13, rrrotion was offered by Member Acampora, seconded by Member Dantes, and duly carried, to GRANT the variance as applied for, and shown on the Site Plan and Architectural Drawings prepared by Mark Kevin Schwartz, Architect, and dated November 21, 2022. 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 substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Il"vI.POR"DANT LIMITS ONTHE APPROVAL.A GI ANITII IIIiI� Til l lease Read C ar, lul'C Any(it,viation from the survey, site plait and or architectural rhW)vings cited in this decision, or work it ceedirrg the scope of the relied"granted herein;, will result in delays andl"or a possible denial by the Building Department of a building peranit aneh"or the issuance 0/'a Slop Work Order, and nuav require a new application andpublic hearing before the Zoning Board ofAppeals. .any deviationf°ont the Variance(s)granted herein as shown on the architectural eh•aovittgs, site plait anrlror sttrvc'y cited above, sttclr as alterations, e.r tett!r°ions, rleruolitions°, or demolitions er.ceeding the scope of the relief granted herein, etre not authorized under this° application when involving nonconfortnities under the zoning code. This action does not authorize or condone any current or future use, setback or other fertture c f the subject property that may violate the Zoning Code, other than such uses, setbacks and other features rarv"are e.vpresv arlrlrersed in this action. "I`E' 1.411I"1'�'S ON THIS AI'I'I�O A.1L _ Pursuant to Chapter- 0-�1 (B)of the Code of the Town of Southold ally variance granted by the Board of Appeals shall become Trull and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with.. the Suffolk County Clerk,within three(; )years from the(late 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( ) consecutive one(I)year terms.LT IS 1"SIE PRBC, I I IImI'lr° 01'Vu EI "S IIE LOIS IIIILI 1'Y TO ENS ITII�E f ONaT_I9f IANCE 1��II"II "["IIE CODE IIS DIFD !"I.1IF,IIA11I) IIFS "IIBI:D IIF..R; IiS'. 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), Acampora, Dantes, Lehnert, and Planamento (5-0). a Leslie Kanes Weisman, Chairperson Approved for filingj• / /2023 SITE DATA R40 SCTM 1000-106-06-27.1 DESCRIPTION: AREA LOT COVERAGE: PROPERTY: 52806 SQ,Fr. I.21— GROSS FLOOR AREA 11"G ISE. 2174.7 SO,Fr. 4.1% '.,,✓ 7, (� 0.10 PROPEA7V: 52.8065E 1!J 7U( E%lSf1NG DECKS.- 683.1 SQ.FT- 1.3% ZONED GFA: S1� 640L3 SF SSF+ 00 Z C5%OVER W0FJ IXISTING SOUTH PORCH: 22.45Q,FT 0,.1% O TOrAL20NED: 5.740.3 SF ''i EXISTING SHED 85,1 SQ.FT..... 0.146 L HOT TLB: 563 SQ,FT. 0.1% CQ^ wW/ GFA IST FLOOR,- EX 21264SF W PROPOSED 60.8 SF ,,. PROPOSED ADDRION: 3245Q.FT 0.06% GFA 2ND FLOOR: PROPOSED 617,5 SF PROPOSED 2ND.FLOOR 40,6 SQ.FT. 009% Q PROPOSEDTOTAL 2809.75F CANTIIEV PL PROPOSED 2ND.FLOOR 22.0 SQ Fi. 0.04% W BALCONIES: 0 QI TOTAL 3116.6 SQ.FT. S.RB% O MEET56 BOUNDS BY: IOHN EH. SURVEY DATE: 7/06/2006 I� ELEVATIONS REFERENCE NGVD'29 DATUNY y 4■ A-0 rJxra&#XXN,ru -IAS » "°ate \+� 0 FPOwun 2RUEwoR $ xwt... end ,. ,'; # �. "'�" +y�,�^ ..a _ \ tP �+..� "t451w1`'ww A\ "` YI pm. C/] W rAI�ONBS Pyr F wtswacaa 1' 'a z if 9 •-"" E ` IXlfirwG "` wrd ", W w Y N DI«YtlPtl %P jl Y "` Ri Z 15TOR`_'FRAMED HOUSE z� w,—v .._ ,... b..ra �� ,,'✓ s muY' " ,ae",ky "r".y,.RY w ._.Ba: °, „. ✓' ' v i i pry°rgra f Wit srR\v >,.Md .,_.-/'/�"n^�"n�.��".�P°""�r,�!//,•r¢1 r'�".rMf"r fNrP rJrr r frr Pr *^'rw`5._.`\��t�T M�..,-.�yqa m..,Y.w.I..,-.,.awNP.-'.u— —rxr°'Rw__-..�—.�'!`— !—'_a.,,..„,'1.,,-.'w`.”""YK.4:myk,.���Pr�.w!",°��,�wm. r,�1`w \ P•NB�..a,P rwE �wrre 330^ o, -17 ____ -_+B 95.96 ITT- 400K PPOK N 1 --fm _..—. . . __— ,... AAwRMWw wcr PP I yRB � MI cV �uqvP � � ,._,.✓p ' P r B lw \ ..� — �..— --v ,_ ,.._, , — .. r 4 an -w._ ! " —.ray- r r q '� '� r ^��. 45 .....«.. ' I 350.0' Bldg beet ;py ft�M 213A a w 3 P / ZBA L - ate. dl an '- N 89°4' " d PROP"0�SE - SITE PLAN Z _. _ - _,_ - -SCALE: 1" = 50'-011 C Ptnlrzoz2 rm SHEETNUMBER: S-1 di__ Li As_sc550-Rs REVISIONS: SITE DATA R40 SCTM 1000-106-06-27.1 � - - - - - - - - - - - - - - - - - DESCRIPTION: AREA LOT COVERAGE: PROPOSED 2ND.FLOOR I /s\\ `\ •6 , 1 ADDITION(26.0'X X24.3) \1 % \ � �`I \ OO PROPERTY: 52806 SQ.FT. 1.21 acres vi PROPOSED 2ND FLOOR .R. a9 ; `� _ �,\ \(,,, �.�11�-\\�\ \� \\\ \ \ r I Ok5) (BALCONIES p'W X 1%6-) 1,1ppEc ti ,` . 9fOvll \`6`\ •,""..f /\\,�\\�\\ ,� \ \ '� CANTILEVER stofrt-L' , ,' , \ \\, .,\\\\r,\\ \ 1 1 I �ltl (hR `. ` -15-- \\ , I� I > lud tock o o , 1 d , iw PATIO EXISTING HOUSE: 2174.7 SQ.FT. 4.1 6.a'I a SER 10 g �j 1 ; fbdl EXISTING DECKS: 683.1 S FT. 1.3 Q• EXISTING v J?�E�V 1 I I I I I I I i I I I I I ►iN O ♦\ -/ ' ori ' , '* I STORY FRAMED HOUSE " - ' I I 1 I'I 1 I I' I I r Q. 0.1/o _ � • \ 'I I I , EXISTING SOUTH PORCH: 22.4 S FT. ° v _ //� /'4} -' •'� '-' -' -- _' I i r r '� iD '\\ • FINISHED FLOOR=26.5' I 1 ''ttlfR.' / ✓ r I I r I I 1 r EXISTING SHED: 85.1 SQ.FT. 0.1% �p}b � - n� � - _• x �\� ,,. / \ III{, " eleps GAVEL DPIN , nn :� ,` 7\\� ,�./: \1�,,�1 I I I I I 1 I 0/0 I pm 3l x I .� '� 0 _ - C 6\ III 1 I ;IIII 11111'1 I / 1 HOT TUB: 56.3 SQ.FT. 0.1 -„---�'\ 1 / / 4; �, �, r �, \ I I 1111'1111'11 I CK / . / \ / „� foci sIePS /'le, \ / 1 nyn.o1ef q U _ _41----- _ \ r, �. , • Sl ,� �y , RQ %� _-3>!4 51 _ _ � e: , 1�e\.{.L`a G71'C}�j�l.•. +• 1 , / , , ; `. ' one W`r SI , ' Siem r Slone I,V 25 T , / • ` dTT BX4 3' 30" E -- / . / / / r xnn „ / 'S 1 //` / - _48---- - -48-- I I (\ �\ .�,! / / 1 I n » ,n� nn -- - ---- Jr -3?-; ��\ DW �'•" •1I 95.96' 1 PROPOSED ADDITION: 32.4 SQ.FT. 0.06% / / r u I I -Jy- - _ - •_`__ _ t ulTty pok ` - `: / ^I'll h' ♦� / i-- C\ ---••--1 1 \ __ / \ QIl" ` r --------------- J'�4 \`�-\ e `&------_ ` ' 6�� r ` /: / ,�� •• , ' l ; / \ // \�\ \ '--- `,.'s ( I x \\ _ '- 10-------------'�� \IeTte \ 1. \ .`ekdre\\ ` I, '� 2 66� PROPOSED 2ND.FLOOR 1 1 \ +��° -��. c0 -36-� \ �,,2 $ 6� I CANTILEVER: �� ,c / / 1 1 / / < 1 \ n21 �I-------\- L--i , Nil. 206' _ 40.6 S FT. ° / / _ 1.s �"1 105. 1 _ Q. 0.0s /0 xn >• �{° •�, / / / / ► / / / I \ x i _ frok .\ Oft core II- \ p \ i d�o\o o I _ _ _ ' �6� ,,,,` -- - �`•, 4 9 O PROPOSED 1ST.&2ND x x p1 / / 1 / 1 �2--_ __ St \- "Y• / I I / r I / \\ ' --------'v '-\ ` " p( \O DRYWELL TBD IN FEDNON -IJ_--_- I1 i � -\ \ fence t?f °.o FLOOR ADDITION _ PROPOSED 2ND.FLOOR ���,_- ��J, `I '( �' ALTER RETAINING WALL _ / _ / / 1 _-- ---- \ � 1!1'5`. \ ,_ 22.0 SQ.FT. 0.04 / / / , / \ �j-. �, `.,`' ------.---- \ \ tlrd O \ O AN WALKWAY ASREQUIRED - BALCONIES: y0 36' / // / / / / I , ( - •�5 -------------- ------_-.-- •------- I�\ \ 0. I �� \ ,\ „ . x__31- 114 - �6-------- -- _--- - \\ i�\ _ _ - J _38 _/ i �/ I I `i \ \ �\ \.- _{� _\ J \ \ 1e,rcq 1 ,\ \ 1 `r ► - \ \ \ I-BIN O' \ \ � _ `'`, fence ;O ss\ _ x t host# O \ TOTAL: 3116.6 SQ. FT. 5.88 1 IdK�e� \ � \► - I -42\\ -49--- -\� -_ -- \ I _.I- I t MEETS&BOUNDS BY: JOHN EHLERS SURVEY DATE: 7/06/2006 - \ \_ ._ _L- r IMce - - - - - - - - - - - - - - .- J %„ � � -,, xOb � ,x � � //^ \!fe ; _ _ _ -\ / .. 380.0 � O ELEVATIONS REFERENCE NGVD 29 DATUM \ ♦/ I ld Nv x �yE�Do �// ;� � I / �-_49- / �_ _ - '- / e/ GENERAL TO VERIFY ALL LOCATIONS OF ALL EXISTING BURIED UTILITIES,SEPTIC °11 r,� \`� / 1 / _ = -"•{'• q/ SYSTEM(S),WATERLINE(S),PROPANE/FUEL TANK(S),etc PRIOR TO / _ \-_44- / 1 _ - \ COMMENCEMENT OF WORK ON SITE. - _ - // // //_ - - - 1'�� / GENERAL CONTRACTOR TO UTILITY LOCATION SERVICE(ie 811)TO LOCATE W Ile ISS / /,_ ._ T / x / EXISTING BURIED UTILITY LINES. C- /_ 1 Nv -�',46 -- ^\--- 16 \ _ /T 11 en GENERAL CONTRACTOR SHALL ADJUST NEW BURIED STRUCTURES(IE DRYWELLS, SEPTICS,etc)LOCATIONS AND REQUIRED SEPARATIONS AS REQUIRED BY CODE. sm 1 - _ ANY DEVIATION FROM ASSUMED BURIED UTILITIES/STRUCTURE LOCATIONS � --- �� ` W �R\/ I_ - - _ - - - - - - - - - - - - - - - _ - _ - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHOULD BE BROUGHT TO ARCHITECTS ATTENTION FOR REVIEW. P �" - 'I .ten / 890 42\���� I _ ......- GENERAL CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN SILTFENCE, x m/ N _ - _ .- H YBALES,DUMPSTERS,PORT-A-POTTY,etc AND MAINTAIN CLEAN WORK SITE. O PROPOSED 2ND. FLOOR I a ADDITION (26.0' X X24.3') I O PROPOSED SITE PLAN Z SCALE. 1 - 30'-0" O _ - _ - ._ -- I roc wolf PROPOSED 2ND FLOOR ; .` \_ •\ �� 1 BALCONIES (7'-411 X 1'-611) lk 1 • ravel \� `\ ` `\ CANTILEVER stone Wo ,'�' \1 9 \ �\ �� \\ GROSS FLOOR AREA walk \1 \ R40 PROPERTY: 52,806 SF AC / AC N N 5100 SF+640.3 SF fuel tank ZONED GFA: ^- _ 5%OVER 40,000 SF) i Q - TOTAL ZONED: 5,740.3 SF r'n I / -/ v, �. O 1 1 I EX.2126.4 SF 33.79 // �� 24 86 , [L_Q \ - GFA IST FLOOR: PROPOSED 64.8 SF Q W 128.76 stone walk I EXISTING GFA 2ND FLOOR: PROPOSED 617.SSF I I x s one 1 STORY FRAMED HOUSE N I PROPOSED TOTAL: 2808.7 SF U U � Zo � a, 24.8 ati0 CN 0 FINISHED FLOOR= 26.5' i O '\ 'A stone of ;N 1 I �\ �\ 28.49 1 �8.1' - 18.8 , I 33-81 \ 4 - -- - o Cb �\ rock 24.9 %e� __ .6 �, ed',� 138.3 M M 9.3' 19.0'wolls I 7.8' ,I 1 well steps � -� -'' m m v ° / O1 .'~ u IEWAVENUE I stone walk 1 steps ; N steps II N stone balk o /� � �y v 180 _ •� a CZ 3 �, 2-_� \ l 1 8X4 �.Q� 12r, y utility pole `� ° N DW 1 ��V 0 • -36- 0 U CIN electrics Z I00 $ 6 N C) E I \ \ � 2 �\ p 6 .6 1STORM WATER MANAGEMENT DETAILS � 1O5 .2I �� _ RR ti 100%RUNOFF AT DRYWELL DRYWELL -\ UIO O O O I LOCATION: SF AREA: 9�\ O PROPOSED 1ST. & 2ND2"RAIN PER HOUR PROVIDE: CAPACITY: O \ I L Jr +~� cA NEW ROOF AREA: 777.7 SQ.FT. 130 CU.FT. (1)B'dia.,4'deep 169 CU. FT. Nnce cor' O FLOOR ADDITION DRYWELL LOCATION �� U L� W 1`\ I n fence �.O's TBD IN FIELD NIF) 1 i . .� \ 4 4 S`� ALTER RETAINING WALL i JUL 13 2023 OGEE GUTTER-STANDARD 5" \ O i AN WALKWAY AS REQUIRED p p�n ♦ NOTES: \ \ . L.Ti4, )Y:iia i f.^, ♦, 1).EXECUTION: I C= \ I chin link fence � . r •£_ , A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. \ }O O \ 2).PREPARATION: ( ■ (�,/'�] ` �- I - A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. n / B). PREPARE SURFACES USING METHODS RECOMMENDED THE MANUFACTURE FOR ie /� O ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. \ I J\ C�� 3.INSTALLATION: �\ OI \ \ -� rt ��♦, �. A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. I O \ �_ I R X ♦rirl�+ i � x 1).GUTTER TO BE PITCHED TOWARDS LEADER V TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS, a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT I J 1 I h < CONNECTORS. \ -\ a 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL I PARTIAL SITE PLAN ' "� j CONNECTION WATERTIGHT. CU 1 * 'k ` "�� d ,. - .., DRY WELLS TO BE 10'MIN. 4).PROTECTION: SCALE: 111 = 101-0° I , A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. , d B),TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL AWAY FROM HOUSE COMPLETION. o o 0 Ifence cor,. 4N I DRAWN: MH/MS 1 I SCALE: L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - 11/17/2022 SHEET NUMBER: S- 1 REVISIONS: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i i i H C C W NM2 r 1� o w EL.29.25 ) srCNE WALL 50 �I EL.24.86 I 4.35' T 5.85' 2' PROPOSED WEST ELEVATION 10 I po SCALE. 1/4 — 1 0 w x � a � � zu k N (� n � � 0 H O -- - - - - X v Om +� i W W I u Li L—i u U O �7 777 EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" A � c �d ` +Z DRAWN: MH/MS �@• a Q Rr,o` SCALE: JOB#: 11/17/2022 SHEET NUMBER: A-1 REVISIONS: 00 r r i r i O j - W i W 0o j I 0 R mks IQ tl 11 11 11 11 11 11 11 bjjj:s:A XXXXXX I I - - - - - j - - A PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" � W Q A W � x z x � zz � � o N � n � � 1� O N ---- = _-- - -- - — --- --- --- - ---- --- cn ai v c7Nr v Ln Cu) E r. 4cc u ?' Lr) U v if 11 1� 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 ti 11 11 11 J� 11 i i j I W V •' : •• - EXISTING SOUTH ELEVATION SCALE: 1/4" = V-0" x DRAWN: MH/MS SCALE: QF' JOB#: 11/17/2022 SHEET NUMBER: A-2 REVISIONS: .001 0o E:l W 0o W Fil I I L-L O - - - - �„� PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" W Q A Z x o h �o h it 0 cn ' o CINLo +' •.r V M � � Cn �� .M�. av 4 00 � N a) � v -O W now I I i W i V u N EXISTING EAST ELEVATION - .A ,; SCALE. 1/4 — 1 -0 �� ,� DRAWN: Mll!MS SCALE: JOB#: 11/17/2022 SHEET NUMBER: A- 3 REVISIONS: O 0o I 0 CID LL�L _ I I I o aI w 0 0 PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" � w Q w � x z o _H n � � F� m 4 o m 12 v u o L '1 +j aar vol a � d+ v U-) U i I i w u N EXISTING NORTH ELEVATION SCALE: 1/4" = V-0" V XtA $ DRAWN: MH/MS SCALE: air,, JOB#: 11/17/2022 SHEET NUMBER: A-4 REVISIONS: ;� -- — -------------------------- ----- ---•— —�;--i s ------, I 1 f%.]XP F1 X916"OC .� ••• I 1 �\ ,�• \\ , --------------------------, LIVING ROOM ABOVE T 1 \`\•\ � ;, Z I i E39 srooP I---•—•—•----------------- I I 1 I I 1 • x I I � • Ft ....••.. .....:. EX(2)2XI2 GIRDER . • EX(2)3X12 GIRDER i II ...... ......... ......... 9X6 SILL I n L — — — — — — — —-J I hal w i ' E%.2XA FJ im I6bC I I I ;may; rTl rvl4%651LL I I I wT/1 REMOVE 7'BLK FOVDATION T BLK FOUDATION �1 EX SHED �• I I I , — — — — — — — ------- =------ --------- • EX STOOP �O 1rA"1"1. EXISTING FOUNDATION PLAN SCALE: 1/8" = V-0" � w A W x z � x � o H PROPERTY = WE 0 N N "00 >~ X In ^^ v •� LOWLIER D CK Pa ('7 p '" EX.KITCHEN ; O �s+ X 4i Y y p ExC rn O EX.BEDROOM ............................................................. Li4 v IEX STING UPPED DECN K O MASTER BATH �, O 1 i a EX HALL ,C.-� LIVING ROOM ca .y EX.BEDROOM U In00 {4 N p� N PATIO ........................................................... W X. S 1 S -EX.48X48• •EX 48X48• )E :EX DINING ROOM: •`•` • SKYLIGHT SKYLIGHT • A IL VJ II W EX,FAMILY ROOM ' En 30X30• EX.3DXi0 SCVLIGHT: :SKYLIG!T: H� TO • • ALTER EX.SHED • REMOVE •,,,, •,,. •,,,, X PORCH G,..• EX.WALK V EXISTING FLOOR PLAN SCALE: 1/8" = V-0" c% If DRAWN: MH/MS SCALE: �• � JOB#: f3 R t��r 11/17/2022 SHEET NUMBER: A-5 REVISIONS: n / / '♦SGC^\ "' / O / "s W w O p EX.2X8 F1 (,D,16"OC 1 •------ 4X6 SILL I - — - — - — - — - — V I 1 \ \ ♦ `,�' \ / / F-�-1 lJ.. I _ KKWWii"'' Lu LL � ( LIVING ROOM ABOVE 1 L H LL Cl 00 V x �Y' /\ \ ' N I � O " I ® ' I C I W 1 c Ir I,I ACQ SILL PLATE 6"w I V , EX.STOOP 1 - - - - - - - - - - - - - - - - - - - - - - - - - O- 0 p A w 1 1 co 0 EXISTING ° I EXISTING W U- X ',�� O U X z A S N W / N I EX. (2)2X12 GIRDER 1 , EX.(2)2X12 GIRDER a I - 8— -I - - - —} - -� - '�— - — - — - —1- —B - ' / Q X EX.2X8 FJ (aJ16"OC / `" ¢ 4X6 SILL I I V ACQ SILL PLATE 6"w L 0 '- — - — - — - — - — - — - — - — - — - — - — - — - — 1 1 #5 REBAR , co 12"OC J °' x EX.2X8 FJ (@I6"OC � 4X6 SILL MP) 2X8 FJ �I N x I I , m a @16"OC #5 REBAR I✓ LL' 1 1 1 0 v (TYRO IW I I I N (TY ) 7'BLK FOUDATION / , c 7'BLK FOUDATION % ,I��JII� ,'1rCy+ � cri �, o p .v4 p •v . p 4 p •v _ _ _ _ _ _ _1 1 _ _ _ _ _ !.,ISI X1...1 • . ED • . . ♦ i ♦ i ♦ / J V Lfj GJ 8x16 VENT o ol VERIFY EXISTING CONDITIONSD EX.STOOP o M REPAIR/REPLACE AS REUIRE D Ln v ° 3L' . v In Ucc r' v v A N 0 PROPOSED FOUNDATION PLAN W u SCALE: 1/4" = 1'-0" V O H DRAWN: MH/MS SCALE: JOB#: 11/17/2022 SHEET NUMBER: A-6 REVISIONS: pERT Y IL PRO - _ L I N_ ERco TY o PROP - H rn \ X \ 0 0 1 \ \ A QN \ Q � FQOC). 00 0 25'-1" PROPOSED 2ND. FLOOR ADDITION EXISTING O LOWER DECK 2XOBRK EXISTING EXIST. ; EX. KITCHEN EX. BATF (MINIMUM(2)11-1/4 ML HDR(VIF)) O EX - - c . BEDROOM No. 2 � •----- -- ------------------------------------ -- - '° BALCONY CANTILEVER 2X8 ACQ `JEXISTING ABOVE ; @12"OC , EXISTING UPPER DECK MASTER ' ! MIN. 2 LL BATH ; EX. HALL O 2X4 ' POST(VIF) I j �/ �/ ' _ _ _ _ LIVING ROOM '\� ' 14"T31560 WOOD-1 FJ 12"OC - - - - 2ND.FLOOR z EX. BEDROOM No. 1 � Q E CANTILEVER x v v x Lu m w v � � - - - - - - — L - ; z H (4)1-3/4X14 ML UNDER WALL ABOVE ♦ O ON MIN.(2)2X4 N POST(VIF) E ` H N --- 12'-2" 2'-0" 1 I BALCONY o EX.48X48 EX.48X48 ;EX. DINING ROOM ; ` II CANTILEVER ' SKYLIGHT ' ' SKYLIGHT ' 1 XS AC x V- 1 ABOVE , 12°oc EX. HALL I I �z ' , ' ' @ EX. WALK-IN CLOSET N I I ' EXPANDED _' 2'_9"+� I Z � ' o CN°C 00 - 1 I ... o +---- •-----� o _ (2)1-3/4X14 ML FLUSH BEAM BUILD OUT 1 - - C- - - - T._-_______= r- WALL EX. FAMILY ROOM / EX.30X30 1 EX.30X601 J'' II 1 II 1 I I 110-1 " I I 1 I J - I V 1 1 1 1 I � � , S LIGHT , 1 SKYLIG T , W , I II 11 1 1 I 1 I 1 �. 1 1 1 I N — � CD .— (� R I 1 11 11 II N A A D V C�1 __ m 14"WOOD-1 1 " C 1 11 II II ILA D G' ' I P' ,� m N , N `r' d d- � I II n n x I 1 I I I 1 I I I 1 n 11 n I I I 1 1 1 1 1 /2 2X1 0 � flR" " ' ' ' ' ' ' I 2 10 DR I � � � X DECORATIV FAUX WINDOW AN281 TEMPERED O '' ' o 2'X3"BRKT BUILD OUT u"I "lii X O TW3046 TW3046 Q -------------------------- - - ------------------- WALL EX. PORCH ;;;;; w B 7'-1" 8'-0° Bo " +; E ------------------------- -------------------- PROPOSED REMOVE (SHED) _ ______ = -- ------------------------------------------ ----------- 4'-2" ---------- ---- ----- --- ------------ 4'-2" 6'-61/41 4'-43/4' 6'-11/211 ----------- -- - - --- - -- --- - -- ---------- - �n U011 n, .. ----------- ------ -------- ---------------------------- It N A EX. WALK w _ - Y LINE PR0PERT 0 PROPOSED 1ST. FLOOR PLAN SCALE: 1/4" = 1'-0" i �3 N N 90 N m 1� X dG DRAWN: MH/MS SCALE: JOB#: oQT Y L N nPERSHEET NUMBER: A- 7 REVISIONS: p ,ERTY PRO _ s s - ERTY PROP _ z - � o o W 25-41/2" ►-� v 10'-10'/2" 2'-1'/2" 10'-10'/2" Q W 6" C 135 61/211 O CW135 CW135 EGRESS CW13 O (3)2 HDR ' (3)2 HDR QUEFN ' O QUEEN ❑ I ce , ' N N 1 0o v M 1 x Z N Q k�j 73 DBLOC 1 , , N N � `° N ^ 1 I M ^ BEDROOM No. 3 BEDROOM No. 4 C83/4" C 10'-13/4" =N 3'-711 10'-13/4" O d' JULIET `-' " "`'' d R'-+ d- BALCONIES M �3)2X10 DF#2 N N �' ^ (2)2X10 DF#2 TONAL WORKOUT / � O 14' i/4" 3'-3'z" 2x8 u 1 "OC o BATH 1 N Q :N 2'-0" 00 DBL 1-3/4X7-1/4 ML 048"OC d' p - = 9'AFF LINEN ^ d' .°0 0o M / LOFT ----- D N 1 1 1 1 1 I I 1 I 1 — fV CATHEDRAL w/COLLAR TIES 3'h ' ' ' ' ' ' ' ' ' ' \/ RAILING 1 1 1 1 1 1 1 1 1 1 , CD / 1 1 1 1 1 1 I 1 1 1 (3)2X8 HDR (3)2X8 HDR 1 (')21 8 'DPo H /Z 4c0 �N rt o TW3046 TW3046 TW30461D I rn $ 5'-8'/2" 6'-6'/4" 6'-6'/4" 2'-1" Fob �o cj 20'-10" 31.4,. �� w -E x o V7Tt a 25-4'/z" P, Lr) U au a, N AEmP4N W PROPOSED 2ND. FLOOR PLAN - - p E R Y Y L l N T' SCALE: 1/4" = P-0" PRO U w O O v O 4 QED U) pV' O x ^�� . .7 LNDRAWN: MH/MS s , H p R O P ERT ,r OF, JOB#E. 11/17/2022 SHEET NUMBER: A- 8 REVISIONS: z O FtW h� W A O O P4 a --------------------------------------------------------------------------- ------------------------------- -----, -------------------------------- ' I � � 1 FL I I N 1 1 , I 12 , I I I 44 4c� II , I O 2XI0 DF#2 RR P,16"OC ' x z 11ID E ML R ; Zo EUD IDGE � � I I I I 1 1 I I I I I I I I I I I I O N H I I I 1 1 L----------------------------- I 1 I I I I I I ' 2X10 DF#2 RR I I 12 I J! I `---------, ' I \tx I 1 I OC `------------------/q ' ' e-1 N N V 0 I x Lo N MO � J � V , I I I` I 1 w � x --------------------------------------------------------------- ---------- rr.CCC-y-y�� U 0Ln N 00 a B '�o r; to u N cu A ow � PROPOSED ROOF PLAN SCALE: 1/4" = V-0" V O J, d N U ra ,. _ DRAWN: MH/Ms SCALE: JOB#: ]1/17/2022 SHEET NUMBER: A-9 REVISIONS: 11-7/8 ML RIDGE 1-3/4X11-7/8 ML RIDGE - - - - - - - - - - - - - - - - - - - - - — 12 G 12 12 O 6 6 � 6 OG 6 DBL 2X4 POST p�@ POST (TYP) 2 *TRIPLE 2X10 (3)2X10 UNDER POSTS -- DBL 1-3/4X7-1/4 DBL 2X10 CJ 16"O DBL 2X10 CJ _ ML 48"OC — " — OVERHANG TO INSTALL FRAMING PER MATCH EXIST. MFGR INSTRUCT ONS ��•� MATCH EX.OH _ BEDROOM BEDROOM IF No. 3No. 4 o LOFT -1 1 00 W BEDROOM BEDROOM RAILING CLOSET I CLOSET 00 SOLID BLOCKING BETWEEN JOISTS 3/4 SUBFLOOR _ _ 4"SUBFL R 14'TJ1560 WOOD-1 @12"OC 2 i 1/2"EXTERIOR ( ) 3/4X14 ML (STAIR) (4) 1-3/014 ML 14"T11560 @12"OC SHEATHING 2'X2'DECO BRACKET EXIST. Z LINEN -1EXISTING EXISTING FAMILY ROOMALK-I MASTER l'--100 EXISTING BEDROOM No. 1 W/D CLOSET 00 CLOSET BEDROOM BUILD UP SILL PLATES AS REQUIRED.INSTALL OVER TERMITE SHIELD Li EXISTING AND SILL SEAL(TYP) 3/4"SUBFLOOR �ll 2X8 F1 @16"O EXISTING h-•i EXISTING — - — - — Generated by REScheck-Web Software 4 A EXISTING 8"PC WALL Compliance a rt i fi C a `e EXISTING O DAMP ROOF EXISTING EXISTING ' rn 2"CONC.SLAB EXISTING a• 16"X8"FTG F�••1 Project DORF ; (2)#5 REBAR O Energy Code: 2018 IECC b Location: Southold, New York CROSS SECTION A Construction Type: Single-family � e Project Type: Addition � 11 SCALE: 1/4" = 1'-0" Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: C CROSS SECTION C 620 NORTH DRIVE MATTITUCK,NY II SCALE: 1/411 = 1'-0" �..>suJ�.ifpl.Lbrt=� _•- lt-fi=r.;. ,�i(r� !i:��rl,t4;�wr��� 1 Compliance: 1.7%Better Than Code Maximum UA: 121 Your UA: 119 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade W assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. W p Q Envelope Assemblies 2" z z.. W (2)1-3/09-1/4 (2)1-3/09-1/4 �4 ^ ML HIP 2X10 RR 16"OC ML HIP Ceiling:Flat Ceiling or Scissor Truss 431 30.0 0.0 0.035 0.026 15 11 z Ceiling 1:Cathedral Ceiling 186 30.0 0.0 0.034 0.026 6 5 2X8 CJ @16"OC 2ND FLOOR:Wood Frame,16"o.c. 795 20.0 0.0 0.059 0.060 38 38 O• p O • • •• • • 1--i Q' Door:Glass Door(over 50%glazing) 84 0.300 0.320 25 27 SHGC:0.26 FASTENER TYPE: SPACING: Window:Wood Frame No.8 WOOD-SCREW SHGC:0.34 60 0.270 0.320 16 19 BASED ANCHOR WITH 16"OC Wtin.EMBEDMENT LENGTH Window 1:Wood Frame SH15 0.290 0.320 4 5 No.10 WOOD-SCREWS 99 9 BATH LOFT 00 BASED ANCHOR WITH 16'OC •O O _ GC:0.33 3'h EMBEDMENT LENGTH RAILING 00 1ST.FLOOR:Wood Frame,16"o.c. 155 20.0 0.0 0.059 0.060 9 9 tin. JULIET 1/4in.dia.LAGSCREW BALCONY Window:Wood Frame BASED ANCHOR WITH 16"DC Ll SHGC:0.34 5 0.270 0.320 1 2 tin.EMBEDMENT LENGTH 2ND. FLOOR:All-Wood joist/Truss 49 30.0 0.0 0.033 0.047 2 2 O• • ® •• ® • SOLID BLOCKING O O 3/4'APA PLYWOOD BETWEEN JOISTS 1ST.FLOOR:All-Wood joist/Truss 65 21.0 0.0 0.044 0.047 3 3 SHEATHING 112"APA RATED SHEATHING 4"SUBFLOOR p GRADE PLYWOOD — ' — (ALTERNATIVIVE:7/16"o.S.8.) • • •• • • " (2)7-1/4 ML LANDING 14"T11560 WOOD-I N v O• ® (3)14ML 2X8 FJ @12"Oc 2X8 ACQ 12"OC m C 1/2'APA RATED SHEATHING — – — – o m 0 GRADE PLYWOOD • O @16"OC SISTER BALCONY JOISTS 1/2"EXTERIOR n E +' (ALTERNATIV[ VE:7/16"0.5.8.) U NEXT TO FLOOR JOISTS SHEATHING o to r'^+ 7E N • • •® • • In m C) ­ © • __ �9�^y 2'X2'DECO O r4 x o FASTENER TYPE: SPACING: 2X4 DF#2 I BRACKET p„� cts v) w � No.8 WOOD-SCREWSTUDS CNZ BASED ANCHOR WITH 10"OC O ® ® •® • ® - oo o Project Title: DORF Report date: 11/15/22mWINDOW SILL tin.EMBEDMENT LENGTH �� O 0� C) � � � Data filename: Page 1 of 2 TYPICAL WINDOW OPENING No.10 WOOD-SCREWS WALK-IN CLOSET BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH c� THAN 4 FEET 1/41n.Elia.LAGSCREW ? c^� (U BASED ANCHOR WITH 16"OC Q Q tj' Lr) U ,..I tin.EMBEDMENT LENGTH ® ® ® ® ® TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: tv U PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDSCONNECTED LA 3/4"SUBFLOOR O W 3 AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC EXISTING �-+ THAN 6 FEET AND NUTS @ 2'-0"O.C. 21n.EMBEDMENT LENGTH 2X8 FJ @ 16"OC No.10 WOOD-SCREWS , TYPICAL MULTIPLE OPENINGS BASED ANCHORWITH 9"OC tin.EMBEDMENT LENGTH BUILD UP SILL PLATES PANEL SPAN GREATER THAN 6 FEET INSTALL SOLID BLOCKING •t •� In AND EQUAL OR SMALLER 1141nBASE Elia. HORWIT UNDER STAIR 4 AS REQUIRED. INSTALL d 8"PC WALL Q BASED ANCHOR WITH 16"OC THAN 8 FEET 21n.EMBEDMENTLENGTH .� OVER TERMITE SHIELD DAMPPROOF O WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 2"CONC.SLAB AND SILL SEAL P LLF•��� EXISTING i. AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING 16"X8"FTG U WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" (2)#5 REBAR O 3 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO Ei to 1/4 11/4 11/2 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL •1 QI LAV. W'c' CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. EXISTING ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. SHo VER 3 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. •• ,• ,• •- 3 2 C.O. 3 CROSS SECTION B " 7 1/4 11R 11/4 11/4 11/2 11/4 11/4 11)7 11/4 11/4 SINK II SCALE: 1/4" = 1'-0" W C. LAV W.C. LAV. LAV W.C. �5 W.M D.W. 3' FI n I SH ER SH ER F.A.I. 2 ., ; hgh' 3 3 11/4 11R 11/4 3 in:'aYr� 1 I/4 2 C O 2 CO C.O. C.O. 3 3 3 3 rio A a SLOPE"1/4"PER FOOT PITCH TO DRAIN TOAPRCVED €' • 4"C.I. SEPTIC SYSTEM t s TRAP HOUSE DRAWN: MH/MS hSCALE: T I � , JOB#: PLUMBING SCHEMA C ¢ 11/17/2022 SCALE: NOT TO SCALE to * SHEET NUMBER: A- 1 0 REVISIONS: - WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFAC TLRE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ENDWALL RAFTER WALL STUD CRIPPLE STUD o ° BOTTOM PLATE o RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USPfNUMBE]RDESCRIPTION APPLICATION 1ST. HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY O'vER RIDGE TO EACH RAFTER2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD pow- THROUGH-ROOF EXHAUST O VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL 111�T��•--- VIII RIM BOARD CHIMNEY AS REQUIRED W RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION Z/xTOP PLATE ' FINISH WALL AND MOISTURE BLOCKING F--I ' `�` — 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH AO AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _ _ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF -GUTTER INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER O ' ' � SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tcONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE a AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS ,' 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT W O WOOD JOIST TOP PLATE GIRDER/HEADER SIDE WALL FLASHING O U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST F^i/I z (�D AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD �--+ AND RAKES -- PROVIDE HEMMED EDGES SO O N H FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION RAFTERS AS TO FORM DRAINAGE CHANNELS AND ^ Q INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. '1-1 2 / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE 8" - 16" MSTA48 1-1/4"x48" 16 o. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE./& REDUCE BUMP OUTS g PLATE WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF ON ALL OPENINGS PLATE/WALL TOEAC H STUD DBL. SILL PLATE O TERMITE SHIELD SUB FLOOR SILL GASKET o WOOD JOISTS v ` NEOPRENEcn o CONC. SLAB GASKET % ' 2x6 /2x8 CONTINUOUS WOOD PLATE TYP. CONC. FOUNDATION A 6 MIL. POLY ` x DAMPPROOF EXTERIOR v GRANULAR FILL • V s I BOLTED TO STEEL BEAM WITH o M r, 7a 'I EMIL POLY ON EXTERIOR 1/2 " DIA. BOLTS © 48" o.c. STAG. = rn v ° V STEEL COLUMNI x O ` v A ` En ° 4 ° d _ D, �, ° ROOF JAC K � �`` I u n S AM Ll c CONC. SLAB ' .p • v ° A o �. ANCHOR BOLT EMBEDMENT: o c p 4" x 1 4" x 8" STEEL a I BLOCK WALL: 15" -� " � COMPACT FILL G I �' POURED CONCRETE: 7" / o ss. • ROOFING LAPS TOP AND BOTTOM PLATE m KEYWAY FOOTING o /� . Un U r' d ° V CONC. FTG. p d Q p G p' FLASHING AT . ` WITH 1/2" x 6" ANCHOR BOLT m a, L\ �'^ c- p SIDES AND TOP " USE WITH 3x3 SQUARE WASHERS 1/2" GROUT rn .�.., a o•• v ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) �� N REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN o W � ANCHOR BOLT CONNECTION I I I x DRAIN TILE SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" SILL PLATE TO FOUNDATION OC TYPICAL BEAM DETAIL WHEFE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING t W WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC d SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL V �—SUBFLOOR O I � CONC. SLAB ` I DOORFRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR GUSE 2X8 — N I I FOR BLOCKOUT STEEL BEAM 1:4 ` 4" SLAB P.T. PLATE ` ` W/ 6X6 WMM M I I SLOPE ° - 4-DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT ' ^,� 1/2" AIR S ACE < I < ° (WITH A NAILING PLATE IF NEEDED) � END AND �L 7 1 cam" + o e ° CMZ ^ AT HER THAN ES OF WOOD ,'p �' p ° ° ° e ° ° ° o STOEEBEBEAM OT0X. IALLOW FOR GSHRINKAGE ° q ;;=--�--=--«--=--z �. BEAMS _ - I_ I ° ° D °v ° D a o '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) GRADE p "n a • Q • 4 • 12" b 6X6 W.W.M. MIN. • ,° ` e ° n � . D �p • o° vv I.=1 ITLQ v LITC- SUB F LOOR 4A ° '„ p oG ° NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM �NOTCH EQUALS 1/4 DEPTH OF BEAM D Q REINFORCING BAR I1= 01ST REINFORCING BAR o JC> e DRAIN TILE p s° SHEET METAL / 30# FELT UNDER BEAM AT POINT IMI , a L,'A �e 4° ° II=11 STEEL BEAM 12m OF CONTACT WITH CONCRETE OR CONC. BLOCK c ° 3” PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. H d^ SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ' ' 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT !b DRAWN: MH/MS ..� SCALE: BEAM POCKET JOB#: 11/17/2022 t +�+ SHEET NUMBER: REVISIONS: GENERAL *INN" OTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMONRAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WAALLSLLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 180 01.7 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE 15 RAFTERS GREATER THAN 3:12 PITCH U18 UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) 4 EACH FACE ATTICS WITH FIXED STAIRS 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 )INTERIOR(LIGHT FRAME WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3. INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER,STUCCO) L/360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE FIRE ESCAPES 40 CEILINGS (GYPSUM) L/240 (CONCRETE WALLS {6"THICK) 85 accordance with table 3.3. TO RAFTER END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS (PLASTER,STUCCO 3 . Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES(R301.5) PER 20 SQ. IN. 20001bs ) H/360 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTYSPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) F� specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL P P P P P g P2 - 16d COMMO LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE w or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE NAIL O.C. � attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. Q� such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION Q 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 FOUNDATION NOTES: 6Type 11 exterior shearIOR Swa Iss halAmeet HEARWLL Othe requirements of table 3.15a-b times the appropriate PER FACE NAIL BOTTOM PLATE TO: length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2 - 16d COMMO FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING NI GROUND WIND SEISMIC FROST WINTER ICESHIELD floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD determine intended heights of finished floo 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS � Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED a 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 130 B SEVERE 3 FT. MODERATE SLIGHT TO 20 PSF - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 17 NONE concrete or mason walls occurin in exterior or unheated interior areas. 4- 8d COMMON masonry g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be 3.5. TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL i NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 8x16 cast iron foundation vent for every 150 sq. ft. of area. 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL w W DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Q W N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3- 16d COMMONJOIST NAILw 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Z 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2- 16d COMMONo Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 O N FRAMINGNOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F HEATH 1 N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. ^ For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. h--t 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. QTY. SPACING 3). Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. P g g g below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) o where needed. 1' NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearingwall headers to be 2 2x10 #2 + BTR. Doug. Fir. GYPSUM 7 O.C. EDGE O g• Sd COOLERS Bearing wall headers to have (2)jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. - 8d COMMON @ 12" O.C. SEE NOTE: 3 m v o 6). Concrete piers shall be a minimum 6" above grade. o r openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: X LO openings. Bearin wall window sills shall also have 2 window sill plates for 2x4 wall NOTES as c m ° g ( ) P 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored ¢ U openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL O and blocking where applicable. to girder(s). JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall ° ° Un 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM - SBC ) g g qA `" \ anchors where applicable to all connecting joists. PLUMBING NOTES be used. >~ m Ln 7/16" OSB 3" O.C. EDGE `� F2 � 6d COMMON LO u m 2 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with rn ,� U-, Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. N v 5d COOLERS on plans. WALLBOARD 10" O.0 . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. as 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2)• Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: P g, g P other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 8). Dormers runningu roof rafters are to be supported b double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. where applicable unless otherwise noted. PP y state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. w pp STRUCTURAL PANELS 6 O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. l�• HVAC SYSTEM NOTES sd COMMON 1 OR LESS 12 O.C. FIELD (5.7 SQ. FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF (,W) U under all bearing walls. ) p g pp y NOTES. NYS Residential Code R302.11-FIREBLOCKING REQUIRED O 1 Mechanical subcontractor is responsible for adhearin to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) V) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED 1N SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. y coory re q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor IN equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 IF' "41 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathingrade plywood. Plywood to cover over plates and headers. 1). Nailing requirements are based on wall sheathing using parallel rows of studs or staggered studs. g P y`^' y P 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing SOIL COMPACTION: Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. U ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufactures instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. „ members,the tabulated number of nails shall be permitted 3 .DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5 . to have regular 1/2 sheetrock. All walls to be taped and finished. ) ) For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 PP q PP g torch down type material over. and R315 of IRC. , DRAWN: MH/MS 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G SCALE: be installed with a foam sill gasket and co r-tex termite shield or roved equal. OR APPROVED EQUAL.INSTALL WITH CAP ra •�'. g P- PP q ¢ JOB#: AND BASES.USE WITH FLASHING CAPS TO ��"� �4tr COVER TOP �R�.-;r*^ 11/17/2022 - SHEET NUMBER: A- 12 2,to Ass�soRS REVISIONS: AMEND TENT N1 -F-ee, ' O / ' ` W / \ 1 ` 1 - - - - - - , - - - - - - -, - - - - - - — ,1T�1 - - - - - X \ � Lu p EX.2X8 FJ (cp16"OC 1�_ -----• 4X6 SILL �� I V O X 1 / 1 1 O - - - - - - - - - - - - - - - - - - - - - - - - - - -i All \� / LL co Lu CN W 1 (� ZD I LIVING ROOM ABOVE g A a u. N :cZ, y 0 1 v I I,c'1T, \ / co I CZEACQ SILL PLATE 6"w I v0 EX.STOOP - - - - - - - - - - - - - - - - - - - - - - - - - - LL V A W 00 0 z IEXISTING ° I EXISTING W LL ', � ' ' O U F X � / z S N / ty .-------•d ------- ------- X N ,-, 1 LL H 1 i EX.(2)2X12 GIRDER i i EX. (2)2X12 GIRDER ' E'-^ 00 C1( qJ v i 1 , - EX.2X8 FJ (a16"OC N Q 1 ' X651LL -------- -------- a------- / _..-... . L. �#5 REBAR @12"OC O / A L - - - - ACQ SILL PLATE6"w - - - - - - - - - - / JIJN - 6 2024 co �co X,y EX.2X8 F1 (a?16"OC m w R w2X8 FJ v 4X6 SILLMii @16"OC ^� #5 REBAR / U ' @12"OC "' p � --------- TBLKFOUDATION`„ (TYP) T BLK FOUDATION I I I / ^ U `-- ------ � -- -- -- t�1 — U 16X16 CONC.PIER w/ .,�: (4)#5VERT.REBAR •�. - - - - - - - � � - - - - - - =`' - - - - - - - - - __�_ � �' "' s MIN.T BELOW GRADE ---8"-EMU-FOUNDATION w/----- X S1 U 16"X8"FTG w/(2)#5 REBAR VERIFY EXISTING CONDITIONS lL 00 REPAIR/REPLACE AS REUIRE -6 V EX.STOOP MIN.3'BELOW GRADE E B 6-101/411 81-011 42 A i PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" U O N N 4 4w � N V N QI! IJ gam, DRAWN: MH/MS SCALE: JOB#: 9/14/2023 SHEET NUMBER: A-6 in RF7 .j TAT�w7"T� l 1�1w1lSea,:.iAl., k REVISIONS: \ OU A \ 0. 0 \ C) ol 1 ml 1 25'-1" PROPOSED 2ND. FLOOR ADDITION ; EXISTING LOWER DECK DECORATIV R TE EXISTING EXIST. • ; EX. KITCHEN (MINIMUM(2)11-1/4 ML HDR(VIF)) EX. BAT 1 r--------- ----------------------------------------------------------- I � O EX. BEDROOM No. 2 1 JULIET I ' G BALCONY ; I EXISTING ABOVE ; I EXISTING UPPER DECK MASTER «" -- BATH F=� ' MIN.(2)2X4 EX. HALL I POST(VIF) I ® - I fJ I n, LIVING ROOM I 14"TJ1560 WOOD-I F1 12" — — — — ' - p 2ND.FLOOR z X EX. BEDROOM No. 1 :C> CANTILEVER , >C V r ul N I L , ; • MIN. 2 2X4 (4)1-3/4X14 ML UNDER WALL ABOVE POST (VIF) E --- ------------- 1 2- 11 11 1/11 i1I F-+�1 :EX. DINING ROOM ' JULIET ; 0 1 EX.48X48 1 1 EX.48X48 I I I BALCONY I I I X LL SKYLIGHT SKYLIGHT I I ; ; `• ABOVE 1 I _)( AL I I `�' 1 1 1 1 ,� ' X h� AICIt�It�i�1 SET �Y �1— I —y ; i ; � I I I, � I EXPANDED 31-611± I Z_ ----------• •---------- 2 14"MLFLUSH (5)2X POST i 11 /;-.1 ------L T - — — — — (2)14 ML FLUSH BEAM "� EX. FAMILY ROOM /, ' Ex.30X30 1 EX.30X60' 1 I = (3)2X POST ---------=T-'•-~ 1 1 1 1 1 'tn II 11 1 I 1 I 1 1 I 1 1 BU L OUT 1 ,� , SKYLIGHT 1 , SKYLIGI�T I 11 11 1 1 I t I 1 1 I },ALL • 1 � I I � 1 ' I J 11 11 1 1 1 I 1 I 1 1!� I 1 �' 11 11 1 1 1 1 1 1 1 1 1� L_o `-,-----' `-----, 1 I �� 14"WOOD-I Ca)16"OC " " ' ' ' ' ' '7 d"O ' - M ; I '� ii n i i i i i i 1 Pi^ 7-�` / d• ` II� 11 II 1 1 1 I N A! A D' ' I 'N V ' Wr �i 11 11 1 1 1 I I 1 1 I I 1" --- I'v 1---i 11 11 1 � I I I D GI 1 � 12LML FLUSH_ _ - 1 2X10 DR . V1 ' (3)2 POST Gy X6 ACQ POST(ALT.•`F SS 44X4X1/8 COLUMN) TEMPERED ONNECTEDTO16"Xl "X36"BELOW GRADE TW3046 iiui nni - ---'-' -'-' ----- BUILD OUT EX.-PORCH BONCRETE PIER w/(4) #5REBAR(TYP) 8'-O" WALL 1'-1O" B � _----------_ � --------------------------------- ------------ � REMOVE (SHED) ----- -- -------- - O U 7'-111 ----------- ---------------------------------- --------- Z ----------- ----- -- - 0 n CD ---------- A EX. WALK 0 m t � � m m U r Q� .: PROPOSED 1ST. FLOOR PLAN M � o SCALE: 1/4" = 1'-0" p x D_u U 3 U r- a1 3 �1/zrr 16rr 16rr m _ ol I 21/2 , a_ 5"w X 5"w X 3/8"t STEEL ANGLE CLIP (EACH SIDE OF BEAM) 00 O O O O O 21/1 'IOU O U MICROLAMS O PER PLAN 121 1611 O 5/8" dia. CONNECTION BOLTS N O ASTM A307 GRADE A (60,000ksi) 0 2/2 O WITH WASHERS AND NUTS O @ 16"OC (STAGGERED) (TYP.) 5/$" dia. O0 21/2„ Y STRUCTURAL BEAM CONNECTION DETAIL NTS DRAWN: MH/MS t�-+w� Q�,.•,.R SCALE: I JOB#: 9/14/2023 SHEET NUMBER: A-7 �. . - Jl -1 .Al- l,'