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Home My WebLink About52729-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 52729 Date: 03/09/2026 Permission is hereby granted to: Stephane Segouin 5673 High Flyer Rd S Palm Beach Gardens, FL 33418 To: demolish(as perTown Code definition)and reconstructa single-family dwelling as applied forper DEC Non-Jurisdiction letter,ZBA, SCHD&Trustees approvals. Premises Located at: 310 The Strand, East Marion, NY 11939 SCTM# 21.-5-5 Pursuant to application dated 03/05/2026 and approved by the Building Inspector, To expire on 03/08/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $3,109.75 CO-RESIDENTIAL $100.00 Total S3,209.75 t)�86_illing Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 F Telephone (631) 765-1802 Fax (631) 765-9502 lht ga //www,souttioldtown;11 c i Date Received u APPLICATION FOR BUILDING PERMI -- _ ,,� For Office Use Only PERMIT NO„ " Building Inspector: �;� 2 "I ^023 �� ,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: 3 OWNER(S)OF PROPERTY: Name: - , SCTM#1000- �;I " Project Address: ,1/'IW ,, I dA l Ml. .� Phone#: , Email: , Y 414. C011 Mailing Address: "73G� CONTACT PERSON: Name: Mailing Address: Phone#: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: ��. Emai CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure >rAddition ZAlteration ❑Repair %Demolition Estimated Cost of Project: Other,4420 ' $ Will the lot be re-graded? Jeyes ❑No Will excess fill be removed from premises?.0yes ❑No 1 PROPERTY INFORMATION Existing use of property: L Intended use of property: �S L Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to G Q this property? ❑Yes WNo IF YES, PROVIDE A COPY. ❑ Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additlons,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building co-le, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): HIOI , r4 & 1<,aI ,4 CAL RIAuthorized Agent []Owner Signature of Applicant: � ; � we Date: '1/, �OZ 3 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.41 BU6185050 COUNTY OF J',tJgl!XQ4k ) Qualified in Suffolk County Commission Expires April 14,2_Ojq A IeZAMCe _ being duly sworn, deposes and says that (s)he is the applica it (Name of individual signing contract) above named, (S)he is the /1l� (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 2 -7day of 01 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing 5 ems'ff,64nAy �iyyr 6yS�F�, 3��1 B do hereby tho e ,�f�� A _421%j Cle to apple on my be alf to the Town L utholdBuildingD pa ent for approval as described herein. Ow er's Signature Date new Print Owner's Name 2 " sa _ BOARD MEMBERS 0f So�r� � Southold Town Hall ,�,, �,p 53095 Main Road• P.O. Box 1179 Leslie Kanes Weisman, Chairperson Patricia Acampora ,� � Southold,NY 11971-0959 f Robert Lehnert, Jr. �" �-�4 kr Wit,,. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) Margaret Steinbugler Comm Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS dAPR7 TOWN OF SOUTHOLD l Tel. (631) 765-1809 " Mz7 0 W*11 C',10: FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 19, 2024 ZBA FILE#7891 025 NAME OF APPLICANT: Stephane Segouin PROPERTY LOCATION: 310 the Strand,(Adj. to Long Island Sound)East Marion, NY SCTM#1000-21-5-5 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. SQFEASo �,,Administrative Code Sections A I14 14 thru.w A This application was referred as required under the Suffolk , � 14-25, and the Suffolk County Department of Planning issued its reply dated January 25, 2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. )rtkW1�P 111,tlll IIt1 : This application was referred for review tinder Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated March 27, 2024. Based upon the iril'brwnation 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 INCONSISTENT with LWRP policy standards Policy 1 and Policy 4, and therefore is INCONSISTENT with the LWR.P. The proposed lot coverage on the parcel is contrary to preventing loss of structure near hazards, 'The structures within these areas are subject to repetitive loss from storm surge induced events and should be avoided and or minimized.. In 1975,a Covenant and Restriction(L�iber 7969,Page 274)was placed on the lot which is included in the subdivision known as Pebble Beach Farms. Item 10 prohibits the construction of any part of a dwelling northerly of an approximate 100-'foot bluff set:back line with the'following text:"An owner"oJ'a watei front lotfiacing the Long island Sound shall not construct any part of the dwelling northerly o,fthe approximate IDfl;foot blq sr,=t back line, shown on the glad wrap rrrrle.s.s approved by the la)rvra of Southold. Flowever, with the required installation of an Innovative Advanced Septic System, the removal of two decks at and seaward of the top of the bluff, and the approval of the Southold Town Board of"I"rustees, as conditioned herein, all of which will aid in mitigating any adverse impacts that the existing conditions and proposed improvements may create,the Board of Appeals determ Ines the proposed action to be CONSISTENT with the LWRP. PROPLI TY I AC 1`5tQI'_5_0 ,II' I K, The subject property is a nonconforming 24,689 square loot lot (15,644.7 square feet of buildable land) located in the Residential R-40 Zoning District. The northerly property line is 75.12 Page 2, September 19,2024,AMENDED APRIL 3,2025 #7891, Segouin SCTM No. 1000-21-5-5 feet and is adjacent to Long Island Sound, the easterly property line measures 22177 and the top of the bluff to the toe of the bluff measures 107.6 feet,the southerly property line measures, 76.O feet and is adjjacent to The Strand,the westerly property line measures 225.39 feet and the top of the Bluff to the 'row of the bluff measures 100.34 feet, parcel is improved with an existing two-story frarne dwelling with attached garage,a second-story wood balcony and a slate patio at the rear of the dwelling with a covered trellis. There are two aged wood decks at the top of the Bluff facing Long Island Sound located within the Coastal Erosion Hazard Line as shown on the Survey prepared by Kenneth M, Woychuck, LS, and last revised August 10, 2023. BA,5, L,S, QF,AML I jQ_N: Request for Variances from Article XXIII, Sections 124; Section 280-208A; and the Building, Inspector's November 8, 2023, Amended December, 13, 2023 Notice of Disapproval based on an application for a permit to demolish (as per]'own Code definition) and reconstruct a single-family dwelling, a new accessory in-ground swimming pool,and to legalize two as built accessory decks; at; 1)more than the code required maximum lot coverage of 20%; 2) dwelling, located less than the code required tninimurn side yard setback of 7.5 feet;3)dwelling exceeds the permitted sky plane as defined in Article 1,Section 280-4 of the Town Code,4)dwelling located less than the code required 100 feet from the top of the bluff, swimming pool located less than the code required 100 feet from the top of the bluff; 6) accessory deck located less than the code required 100 feet from tile top of the bluff, 7) accessory deck located seaward of the top of the bluff, 8) gross floor area exceeding permitted maximum square footage for lot conGaining up to 20,000 square feet in area; located at 310 the Strand,(Adj. to Long Island Sound) East Marion,NY, SC'r'M#1000-21-5-5, The applicant requests variances to demolish(as per Town Code definition)and reconstruct a single-family dwelling and a new accessory in-ground swimming pool and to legalize(2)as-built accessory decks at, 3 10 The Strand, East Marion, NY, S( TM#1 000-21-5-5. 1. The proposed single-family dwelling, on this nonconfortning 24,689 square foot lot (15,644 square foot buildable land) in the Residential R-40 Zoning District, is not pennitted pursuant to Article XXIII, Section 280-124,nonconforming lot, which states lots measuring 20,00-39,00 square feet in size allow maximum lot coverage of 20%, The lot coverage is 24,02%. approved Pebble Beach subdivision which 2. The single-family dwelling is riot permitted pursuant to the required a minimum side yard setback of 7.5 feet. The proposed construction has a side yard setback of 7.2 feet. 3. The proposed single-family dwelling is not permitted pursuant to 280-208(A) which states, "Any building or structure on any lot in the A-( , R-40, R-80,R-120, R-200,and R-400 Zoning Districts mut be within the sky plane." The proposed construction exceeds tile permitted sky plarie. ecks 4. "I'lle proposed single-family dwelling, accessory in-ground swirliming pool and(2)as-built accessory d are not permitted pursuant to Article XXIL Section 280-116A(1), which stated: "All building or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back riot fewer than 100 feet from the tip of such bluff." Tire dwelling has a setback of 97 feet to the top of the bluff. The proposed swilurning, pool has a setback of 64 feet from the top of the bluff where 100 feet is required by code. An accessory deck has a 0-foot setback to the top of the bluff, a second larger accessory deck is seaward of the top of the bluff. not pennitted pursuant to Article xXXVI, Section 280- 5� Lastly, the proposed single-family dwelling is 207A(b), which states; "the gross floor area shall not exceed the permitted square foot calculated as follows� Lots containing tip to 20,000 square feet of lot area; 2,100 square feet maximum plus 12.5% of the lot area in excess of 10,000 square feet up to a total of 3,350 square feet maximum,"" The permitted gross floor area is 2,805.6 square feet; however, the proposed gross floor area is 3,842 square feet. AA M j(,AL1QN: During the hearing, the applicant was asked to bring the plan into more conformity with the code, The applicant on September 13, 2024, submitted a letter and a revised site plan (sheets S-I and S-3) increasing the setback of the swimming pool to 80 feet from the top of the bluff, reducing the size of the swimming pool to 15 feet by 30 feet from 18 fect by 36 feet, and reducing the proposed lot coverage from 24.02%to 22.75%, Page 3, September 19,2024,AMENDED APRIL 3,2025 #7891, Segouin SCTM No. 1000-21-5-5 bringing the plan into more conformity With the Town ("ode. The representative's letter of September 13,2024 cites the lot coverage in the original application as 25 percent and the original pool size as 20 feet x 40 feet, However,the most recent Notice of Disapproval dated July 9, 2024 listed lot coverage as 24,02%, not 25% and the site plan depicted the proposed pool size as 18 feet. x 36 feet. not 20 feet. x 40 feet. A.p11(11QNAl.J]�[t`QKM&' The following prior approvals from the Zoning Board of Appeals for swimming pools less than the code required I 00-foot minimum bluff setback were submitted in the same neighborhood: ZBA File#4801 Approval to construct a pool 63 feet from the bluff ZBZ File#4750 Approval to construct a 16 X 32 foot in-ground pool no less than 60 feet from the actual top of the bluff. ZBA File 4794 Approval to construct a 20 X 40 foot in-ground pool no less than 50 feet from the top of the bluff. ZBA File#5629 Approval to construct a 20 X 40 foot in-ground pool no less than 64 feet from the top of the bluff. ZBA File#6027 Approval to construct a 18 X36 foot in-ground pool no less than 70 feet from the top of the Bluff Prior approvals in ZBA file#7867 and#7889 for exceeding the GFA and sky plane were also submitted and for excessive lot coverage and sky plane in ZBA file#7875,#7878, and#7896, Five letters of support were received by the Board of Appeals from the applicant's neighbors. During the Regular Meeting of the Zoning Board of Appeals on April 3, 2025, the Board reopened the public hearing in order to make corrections to the decision; notably,to affirm their decision Of a 80 feet setback of the swimming pool from the '"rop of the Bluff. The Board reclosed the hearing and GRANTED the relief AS AMENDED. FtNUMLYSS -FAU/A The Zoning Board of Appeals held a public hearing on this application on September 5, 2024 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property arid surrounding neighborhood, and,other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: I, Town Law '267-b 3 b l). Grant of the variances as amended for the pool bluff setback and lot coverage will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject neighborhood consists of large waterfront, dwellings and numerous inground swimming pools, and the proposed Gross Floor Area will enlarge the size of the existing dwelling to a home that is comparable in size and appearance to other homes on the subject street. The existing non-confirming side yard setback will not cause a problem as it is not being change& The amended reduction of the lot coverage along with the denial herein of deck structures on or seaward of the blUff which are located in the Coastal Erosion Hazard Area (CEHA) will further reduce the excessive lot coverage to a minimal amount and reduce adverse impacts to the bluff per Town Code requirements. The sky plan violation is existing and causes no problern to neighbors. The dwelling will remain 97 feet at the closest point (and a conforming 100 feet at the opposite corner) from the bluff"and the plans for the in- ground swimming pool have reduced the size of the pool to make the setback,to the bluff 80 feet which is comparable to other bluff setback relief in the neighborhood. Creating a refurbished dwelling and installing an in-ground swimming pool will be in keeping with the surrounding residences and existing landscape screening along both side property lines in the rear yard will provide visual privacy from adjoining properties for the proposed swimming pool. Page 4, September 19,2024, AMENDED APRIL 3,2025 #7891, Segouin SCTM No. 1000-21-5-5 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance for the bluff setback of the dwelling arid proposed pool location. Elie applicant�'s cxisting dwelling . ,y is located 97 feet from the top of the bluff at the closest point so any ' structure seaward of the dwelling will require variance relief. The pool has been reduced and extends the distance from the bluff to 80 feet. The existing as built decks on and seaward of the bluff in the CEHA can be achieved without variance relief since an at-grade permeable patio can provide a sitting area close to the bluff with comparable water views. The pre- existing gross floor area of the as built dwelling is 3, 670 and already exceeds the maximum permitted of 2,805 sq. ft. so any additional habitable space will require variance relief. The applicant's existing lot coverage is 16.97%and the proposed second floor balcony(non-habitable space)and pool adds 7.5%but the footprint of the renovated dwelling will remain the same since the proposal is to add a second story over the existing first floor. The non-confort-ring side yard setback of the dwelling already exists and is not being further reduced but is proposed to be maintained; and the existing house already violates the sky plane code and and the proposed second story will therefore require variance relief. 3, The variances denied herein are mathematically substantial, representing 100% relief from the code for the two as built decks that have not received prior approvals ftom the Board of`Eown'rrustees. The variances granted herein are substaritiaL for the lot coverage of 22.75% as amended represents 12% relief, the 80-foot bluff setback for the proposed swimming pool as amended represent,-, 20% relief; and tire proposed Gross Floor Area of 3,842 sq. ft, represents 37%relief from the code. The bluff setback to the existing dwelling of 97 feet represents 3% relief and is riot substantial and the existing side yard setback of 7.2 feet represents 4% and is de InininliS. However,the proposed bluff setback for the pool,as built dwelling and lot coverage as amended are similar to other setbacks arid lot coverage in the area, Although other dwellings oil the subJect waterfront side of the applicant's street are visually large by personal observation of the Board members during,a site inspection,tile Board cannot ascertain tire substantiality of the gross floor area relief in relation to other homes in the neighborhood, since, no GFA averaging in the immediate neighborhood, as permitted by code, was submitted by the applicant or their representative. Nevertheless,the pre-existing GFA represents 30.8%relief while the proposed GFA represents 36.9% which is an additional 6% but only adds all additional 172 sq ft to the existing GYFA which is riot substantial. The roof of tire as-built dwelling is in violation of the sky plane and will be maintained but not enlarged in the proposed improvements. 4. Town Law 267-b 3 b 'Al No evidence has been submitted to suggest that a variance in this residential community will have art adverse impact on tile physical or environmental conditions in tile neighborhood,other than the 2 decks located in the Coastal Erosion Hazard Area, The applicant must comply with Chapter 236 of the'rown's Storm Water Management Code. 5. 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. low n Law 267-11). Grant of the requested relief AS AMENDEI) is the minimum action necessary and adequate .......§_ 11 to enable the applicant to eRioy the benefit of a reconstructed dwelling and in-ground swimming pool while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RD: In considering all of the above factors and applying the balancing test under New Rf QLLILQ�.QEME jRQA - a, seconded by Member Dantes, and duly carried, York'Eown Law 267-13, motion was offered by.Member Acampor to DENY as applied, for the two "as built" wood decks located at 0 feet setback to the top of the bluff and seaward of the top of the bluff Page 5, September 19,2024, AMENDED APRIL 3,2025 #7891, Segouin SCTM No. 1000-21-5-5 GRANT the variances AS AMENDED for the side yard setback no less than 7.2 feet, the setback of the dwelling from the top of the bluff no less than 97 feet, a swimming pool located no less than 80 feet setback from the top of the bluff,the roof of the dwelling exceeding the sky plane, and the proposed gross floor area no greater than 3,842 square feet. GRANT the variances as AMENDED for a maximum lot coverage of 22.75%, and shown on the Site Plan drawings prepared by James J. Deerkoski, LPE, and dated September 13, 2024. 3efcat r p a1°zra.gAihAhirrLeA?ig.l, mitthe applicant or agent must t submit to the Board of.2pp c l fc r approval and filing', two sets of the final site plan or survey, con forcing to the relief granted herein. The ZBA will forward one set of approved stompeddrawirigs to the Building Department. Failure to follow this procedure may result in the delay or denial qf a building permit, and rtias require a new ctppli ation and public hearing be. )re the Zoning Boare;i of ` '4lppeals SUBJECT TO'1"IIE ll~C 1-1,!C7►WING C O ITION& ;/1. The applicant shall install a Suffolk County Department:of Health Services approved Innovative and Alternative Wastewater Treatment System {IiA 1 '"l S). 2. p"001 pump equipment/mechanicals must be located a minitnum of 20 feet from any property line or be contained in a shed type enclosure with a lot line set back that is in conformance with the bulk schedule for accessory structures. 3. Drywell for pool de-watering shall be installed. 4. The applicant shall remove the two decks located 0 feet from the top of the bluff and seaward of the top of the bluff. S. The applicant shall obtain approval for the amended plan as cited herein from the Town of Southold Board of Trustees. 6. The applicant shall submit two signed and sealed surveys or site plans depicting the relief granted including the removal of the two decks indicated above. This approval shall not be d+ec* aed efpaive until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the alcove conditions rrray 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 oj'noncor!formity, INWORTAW 1JUITC,ON"l"HE APPROVAL S GRANTED HEREIN Please Read C'aret`uc1l Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope o,/"the reliefgranted herein, will result in delays andlor a possible denial by the Building Department of a building permit and/"or the issuance oftt.Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)grantedherein as shown on the architectural drawings,site plait andlorsurvey cited'above„stick as alterations, extensions,demolitions., or demolitions exceeding the scope of'the relief; ranted herein, are not authorized tender this application when involving nonceitformities tender the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property Page 6,September 19,2024, AMENDED APRIL 3,2025 #7891, Segouin SCTM No. 1000-21-5-5 that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL. Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three (3) consecutive one(1) year terms. IT I'S TILE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE CE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento,Acampora and Lehnert. (5-0) Leslie Kanes Weisman, (7hairperson Approved for filing �/ /202 AMENDED APRIL 3,2025 r Building Degartment Applietion ww, AUTHORIZATION 1:>. (Where the Applicant is not the Owner) FLIeffUS I, STemAri " : a U l l residing at Sb 3 t h (Print property owner's name) (Mailing Address) FG do hereby authorize1"LAc,t,I 441A d' (Agent) to apply on my behalf to the Southold Building Department. (Owns Si tore) (Date) ' (Print Owner's Name) gpo BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 10759 DATE: APRIL 16,2025 ISSUED TO: STEPIJANE',SEGOUIN Ile) PROPERTY ADDRESS: 310TIlE STRAND. EAST MARION ;_, J SCTM# 1000-21-5-5 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 A_pL0_t15�_Z(X15,,and in consideration of application fee in the sum of S .') _ d ,..J,=5(LQQ paid by S etALi�L5cg.(�t Lm and sub�ject to the ermsan n Conditions as stated in the Resolution, the Southold 'I'own Board of Trustee%authorizes and perm its the following: Wetland Permit to demolish (Per Town Code Definition),existing dwelling and construct a (1,74(lisq.11. footprint), two-story dwelling with a 479sq.ft.second floor balcony, a raised 653sq.ft.seaward patio below balcony and a below grade garage; existing 26sq.ft. cost porch and 326sq.ft. south covered porch to remain; install a 15'00' swimming pool with 890s4-ft- at- grade pool patio; 4' high pool enclosure fencing with gates installed with a top of bluff setback at 21% install a pool drywell,pool equipment area in basement:' abandon existing sanitary system and install an I/A sanitary system landward of dwelling; the two(2) existing decks located along the top of bluff will be permanently removed and not replaced by cutting the v� footings flush at grade and removing the structures by hand, no heavy machinery; and to establish and perpetually maintain a 15' wide non-turf, non-fertilized vegetated buffer along the landward edge of the top crest of the bluff, all as depicted on the site plan prepared by MICH Design Services,-received on April 2,2025,and stamped approved on April 16,2025. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate-Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. y ,4 %aFF91 ........... g &JFFOLK CUJNTY [_]IO)ARTMENT OF FirALTH SERIV�CES F'ERWT FORAPPRO\/Pa, OF CC)W,3"rRuc-rmpj F(:)R A SING� F A M I Y R�,SUI-_-_NCE OM2( DATE S R-24-0204 App�mE FoR MAximum OF 4 BEDROOMS EXFIREST� IRE,E YEARS FROM DATE OF APPROVAL GRADE 47.5) GRADE 46.0 —L.P. EL(46.0) EXP EL(46.0) Yc.11ar Back fill material to be suh!rw m,R dric"In for the dean smd&gavel r I t p I I 10(1 al r 1!!n n (I� f vv'I w, 111 u'N p 0<'a 6'min,pmetratim into a virgin strain of sand&gravel. Water lines must bear zactgd§31!hq Luffolk Cou Call(631)952-5754,48 hours in advance, to schedule inspection(s). ZA iON AGE LINE OF BLUFF FILED MAP DWELLINGS WIPUBLIC WATER 150' SXa )O L(,)rl C)Flt LUCAT--D IN C�::J I AN (,3'Ox4T)EEP DRY VVEL[ FC)R P(.C)L WAS-Cf-WA-1 ER FXuS p iNG 2NQ:)FLR SALCOW-RCOi- OVEM 0\NG AND F:A,7'fO !R_,r..-,UJS TO BE DEMOUS�iED D T 2NO L<Ur,.CONY 4 10'��A�SEDPA�K) oj r7l 'N E,4 S F�N G STO OR S T!=PS rr) P PLAC Q Ott, "7", =XiS �NISJ S�Nf �U BE % AND�:�ACKr'�LLLU' XH LAN COA��O��SAND A L 3 Department of KATHY HOCHUL YON Governor TAB Environmental Conservation AMANDA LEFTON Acting Commissioner LLTTE OF NO J RIS IC1.10N TIDAL y" ETLAN IS ACT June 10, 2025 Stephane Segouin 5673 High Flyer Rd S Palm beach, FL 33418 Re: Application # 1-4738-04425/00003 Facility: 310 The Strand SCTM# 1000-21-5-5 Dear Applicant, Based-on the information you have submitted, the Department of Environmental Conservation has determined that the above referenced property landward of the "top of bluff'line, elevation 50', as shown on the survey prepared by Kenneth M. Woychuk, last revised 3/19/2025, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of the top of the bluff. Be advised, 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 disturbance within Article 25 Jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e., a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. 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, r p Mary acKinnon Permit Administrator CC: Twin Forks Permits, BMHP, File Division of Environmental Permits, Region 1 50 Circle Road, Stony Brook, NY 117901 dec.ny.gov I dep.r1 @dec.ny.gov 1 (631)444-0365 TT2iE LONG 'PAY u , n� I � � 3 � a w. y a 2 m y NMI §W q— �My J b _ W AIR H $ R � al IVO e�jZppC.1 N � �� 3 6 pg y_, v K hm d A N Q SITE DATA SS�SSI�� PROPERTY: 24689 SF 0.57 ac PROPERTY WETLANDS: 7490 SF FLOOD ZONE: X BUILDABLE PROPERTY: 15,644.7 SF 0.36 ac I -ESTIMATED AREA OF GROUND DISTURBANCE: M H_ TIE LINE ALO G MHWM NON CONFORMING LOT: ZONE:R-40 FRONT:40' SIDE 1:15' Design Services TIE LINE ALONG (280-124)SETBACKS: LOT COVERAGE:20% REAR:50' SIDE 2:20' ::::::::::::::::::::::::::::::::::::::::::: 36" MINIMUM 2 x 2MAXIMUM b 0 4,80 208) HEIGHT: 10'h(AVG),454 ANGLE FENCE POST www.mchdesignservices.com SAND/STONE FILLED DESCRIPTION: AREA LOT COVERAGE: phone: MONOFI BgGS �MENT DWELLING w/COVERED (631)298-2250 TOE OF BLUFF _ _ _ _ _ - - - WOVEN WIRE FENCE 2454.0SF FRONT PORCH email: _ _ _ _ _ PROPOSED POOL: 450.0 SF michael@mchdesignservices.com ° - - _ _- - = T E OF BLUFF (6 x 6 1 O / 1 O `�V W F, a� PROPOSED SEAWARD 653.0 SF Ln SIDE PATIO/BALCONY REVISION:1/06/2025 Ln 0 _ _ _ _ _ _ EX. REAR BALCONY/ - * FILTER CLOTH PATIO/TRELLIS 545.0 SF =- _ _ _ - _ ,± _ - - - - - - _ - -4 F, 0 POOL PATIO ON GRADE: 890 SF - - \ - - - - - - - * 00 __ _ - - - ' - - - _ - P N TOTAL: 3557.0SF 22.7% METES AND BOUNDS: SURVEYOR: KEN WOYCHUK DATE SURVEYED: DECEMBER 15,2022 SCTM: 1000-21-5-5 ELEVATIONS REFRENCE: NAVD 1988 \ - EMBED FILTER CLOTH GR'�DIE MIN. 6" INTO GROUND _ o TOP OF BLUFF %0 TOP OF BLUFF - - - - ' WOOD DECK TO BE REMOVED NOTE. WOOD DECK TO BE REMOVED - �- MAXIMUM DRAINAGE AREA PRO?OSED NQF€RTILIZA�l(SiV, GETATEDBUF R 1/2 ACRE / 100 LINEAR FEET t ^ \ _ TIE LINE-AVERAGE LINE OF BLUFF AS SHOWN ON FILED MAP GFA CALCULATIONS ' COASTAL EROSION HAZARD LINE CE LOCATION: AREA: / U 4'h POOL FENCE (n SECTION DETAIL PROPERTY: 24689 SF - - w WETLANDS: 7490 SF O 0 BUILDABLE(LANDWARD OF CEHL): 15644.7 SF L a C � ESTIMATED CUT / FILL z 0 � ~ 0 � SILT FENCE DETAILS (280 207)GFA PERMITTED: 2805.E SF � W LOCATION: CUT: FILL: It + °�° w POOL: 125 CY 25 CY O J EXISTING 1ST. FLOOR: 1740.0 SF PATIO: 25 CY 10 CY N In EXISTING ATTACHED GARAGE: 327.5 SF RETAINING WALL AND ~� p QO EXISTING 2ND. FLOOR: 1602.5 SF DRIVEWAY TO GARAGE: 135 CY 30 CY m TOTAL EXISTING: 3670.0 SF MASONRY STOOP,STEPS: 20 CY 10 CY 04 TEMPO Y SANITARY SYSTEM: 120 CY 35 CY ^ �! F�1 g TOPS I PROPOSED 1ST.FLOOR ADDITION: - DRYWELLS: 42 CY 10 CY PROPOSED 2ND. FLOOR EXPANSION 172.0 SF TOTAL: 467 CY 120 CY Ln TOTAL PROPOSED: 172.0 SF o � POOL PATIO r ' 1602 SF (E�l ARY TOTAL GFA: 3842.0 SF Z TE < PROPOSED PATIO ON GRADE N\Sd UT PooLE4uiPMENr \ W ✓� ,-H TO BE LOCATED �• '� IN BASEMENT PROPOSED 15'X30' 8'dia Wdeep DRYWELL TO -.... - Z CON NECT TO POOL PUMP O INGROUND POOL ACK \ '� `r H SE1B J-PIEIR LINE - PROPOSED 11.3'DEEP 21.2' `t 23.8' �• '� � Q P4 - - - - - - - 77.777"1 :_1- _ - EXISTING TRELLIS OVER I- _ PIER LINE - - - � REAR SET BACK L NE A S=PATM-TCY BE REM VE - CY)_ _ � /^\ SHOWN ON FIEL MAyf� , \ EL.55.0 \\\ » • \ \ ROPOSED2ND.FL.\YAR ID � bNPROPOSED 8' EEP �\ ,\ q Q [-� 2ND FLOOR BAL'ONY \ 2 360 Cn u \ D I(GOLISH SS P OTSE z (M� O LL i OWN BUILDING DEPARTM NT u SUi♦iMER \ t N -AEC(SNSTRUCf IN,�LAC�E z 4 WIND$ Ln N \ J I v, EX STING 7'-6"X 3'-6"STOOP \ TC BE REMOVED AND REPLACED /R DP R W H NEW -6"X 3'-6"STOOP y I� I XIST.C EGH 7' I - -•- i �'P�5 4N Q TO BE RECONSTRUCTE PR DPOSED 1 CAR GARAGE (� U DER HOUSE N CONCRETE STAIRS TO I \ _ - SLOPED DRIVEWAY WAY TO STONE LANDING/W LK NEW GARAGE IN EXISTING WITH CURB NG BASEMENT. SITE DATA RETAINING WALLS TO BE 1 , ]<"FLUSH W17HNEyk' INSTALLED AS REQUIRED _ •GARAGEEN7�At, , SCALE: 1/8" - 11-011 DW - \ TOP \ SOIL \ N \ UDW EXISTIt1GSTONEDRIVEWAY J STORM WATER MANAGEMENT DETAILS ; " ; - -. TO BE REMOVED AND REPLACED w \ _; , _ %' WITH NEW IMPERVIOUS DRIVEWAY z \ �'- WITH CATCH BASINS AND DRYWELLS w \ i" \ LOCATION: SF AREA: 100%RUNOFF AT PDRYWELLVIDE: CAPACITY: TO CAPTURE STORM WATER RUNOFF 2"RAIN PER HOUR PROVIDE: CAPACITY: w NEW ROOF AREA: 3025.2 505.2 CU.FT. (2)Vdia.,4'deep 253.5 CF ea \\ • '>,'•'-•"'- \ 507 CIF(TOTAL) \ CONSTRUCTION \ �^ ENTRANCE n \ v \ \ \ OGEE GUTTER-STANDARD 5" \ S 40°5 15011 W O NOTES: \ "• ".' V v A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2 44.4 7' �� 2).PREPARATION: L q / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. \ \ B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR DRAWN BY M H ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. EDGE C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR / OF PAVEMENT METALS WITH PROTECTIVE BACKING PAINT. - � \ �. ♦G� - 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. ^/ ^/ I).GUTTER TO L PITCHED TOWARDS LEADER I"TO FOR EVERY 40'OF RUN. L/O�/L O L 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. INS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ^/ THE ACCESSORIES. B)ALUMINUM: LUMIN M�T AND CAULK WITH A BUTYL SEALANT SOP JOINT CONNEN D 3)CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL \\ CONNECTION WATERTIGHT. SCALE: SEE PLAN DRY WELLS TO BE 10'MIN. 4).PROTECTION: \ W COMPLETION OF PROJECT. AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMP 'F SITE PLAN B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. Oo ° SCALE: 1" = 20'-0° 0 ° ° SHEET N O: BELL.BLOCK CURB DE O50 < r'W \• M C H - Design Services HOC =or VAM.mchdlesignservices.com I l II ii (631)298-2250 email: I) i! michael@mchdesignservices.com REVISION:1/06/2025 I i i I I i ! W o U _ z I H H H M I w PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" CZ W WA---------------------------------- A H H PT z U H z Z � H `n cw .._.. / N \N i \ I n7� ti � so I ® ® ® . I C3C3 DRAWN BY: MH I I 00 I 2/05/2026 SCALE: SEE PLAN EXISTING SOUTH ELEVATION r . n NEW SHEET NO: SCALE. 1/4 - 1 0 yo .EER�o ,per N w w �O 0 ?5 2 p��U� Q P� s � I M C H - Design Services www.mchdesignservices.com L =---ice phone: (631)298-2250 - II �JL email: michael@mchdesignservices.com 1 I REVISION:1/06/2025 I H LIJ I I I i j I � i i I I I W o � I W A P4 PROPOSED EAST ELEVATION E-+ SCALE: 1/4" = 1'-0" U H 0 cn Elm � H oI--I w � W o � _ 1 N i N DRAWN BY: MH 2/05/2026 SCALE: SEE PLAN EXISTING EAST ELEVATION SCALE: 1/4" = 1'-0" (31F NEW SHEET N O: I �O 07 A `v f / J 0 M C H Design Services uu www.mchdesignservices.com phone: lid (631)298-2250 email: michael@mchdesignservices.com j l l i REVISION:1/06/2025 Ell 11THA I I I - I W - 0 U _ z I I i I II11 11 , II II ii II I li A PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" w A W � � w z U � 0 o Z O L01 L> W N DRAWN BY: M H 2/05/2026 EXISTING NORTH ELEVATION SCALE: 1/4 - 1 -0 SCALE: SEE PLAN of Ew SHEET NO: DE f C- � & LU f� LU �O 07 50) A��S �P � Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com REVISION:1/06/2025 L-LLJ LLL I I i ! i I v 1 f w LT �Y�U� u T7 A � cn W A }PROPOSED WEST ELEVATION W--' z SCALE: 1/4" = 1'-0" �I w � z U H o o tl1 cn oH � w _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ o ® w o � N zn N DRAWN BY: MH 2/05/2026 EXISTING WEST ELEVATION SCALE: SEE PLAN SCALE: 1/4" = 1'-0" F NEW SHEET NO: y �P t)EFk� �'A f co W - :. W �O 256. BALCONY M C H- lo� Design Services a www.mchdesignservices.com BATH phone: No.2 8 6 - '-0"CLG BEDROOM No.2 BEDROOM No.3 email: 8'-0"CLG 8'-0"CLG michael@mchdesignservices.com REVISION:1/06/2025 ---------------- ---------- --- y �-------I • 1 1 � 1 � 1 SKY _ _ _ _ _ _ _ ATTIC LIGHT I I ATTIC 8'-0"CLG HALL Ru OWN 8'-0"CLG 8'-0"CLG STAIR ----, _ — — — — — — � — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — _ — — _ _ — — — 1 r � LIG T ; i W ® U Q 1 I I O I 1 I LD a Cz � WW Q p� z I I I 1 I I i i � - ------L-- - ---------- �_ - !-- -�_-- I I 1 =r=_ a _❑ _=_v=ox=_ r_cc===__===c_ __I =co=_====o=c=i..c __ _______ _ _ __ _______ _ � ______==`=-I-� =i______________'==Q -i- ----I--O==7---- -----I--�--, -------------I '� -i----- -----`-i-� -i-------`=------ _ SERVICE w I EXISTING 2ND. FLOOR PLAN SCALE. 3/16 - 1 -0 W U H � o VR z ' __ PATIO ---- *4 O ~� O V C� W BATH No. 1 SITTING ROOM 9'-C"CLG 9'-0"CLG V H� CD BEDROOM No.1 - - - - - - - - 9'-0"CLG EXISTING FOUNDATION PLAN 1 WALK-IN " = I_ " CLOSET SCALE: 1 0 9'-0"CLG LIVING ROOM - 1 I 9'-0"CLG I O �O HALF 1 M 41 BATH KITCHEN 9'-0"CLG 9'-0"CI-G STAIR HALL 7 CLG I ENTRY I I I I 9'-O CLG � I I I DRAWN BY: MH - - - - - - - - - - - - - - GARAGE 2/05/2026 SCALE: SEE PLAN 1 I I I PORCH DINING ROOM I I 8'-0"CLG I I SHEET NO: 0 1 I 1 1 � 1 X �t C, -LU �p n 50 EXISTING 1ST. FLOOR PLAN ,I _ � I� M C H Design Services 57'-0" www.mchdesignservices.com 10'-6a/<" 15'-3%" 20'-6%" 10'-7" phone: (631)298-2250 ------------------------------- ------------------------------------------------ ----------------------------------------------------------- ------------------------------ email: v v _ michael@mchdesignservices.com I ' o • d D_ d v o • d d ~ c ' d D d v ' d D• d d D d o . - d D, y d p • d D; d v o • d V d o • d D y d n . I 4 "---------------------------- ---------------------, p --------- ;---------------------------- p• --------------- ------- ----- ---------------------, 8"PC WALL w/ i i 12X12 CONC.PIER w/(4)#4 VER BAR OVER o__ ; ; ,< 16"X8"FTG ; REVISION:1/06/2025 • • 30XBOX12 CONC.FTG,REINFORCED w/ • ° (2)#4 REBAR (3)#4 BARS E.W.,3'BELOW GRADE(TYP) :3'BELOW GRADE 17'-8" 17'-8" `-----fT-8 i D i Q O O 1 O O I I I I a MASONRY PATIO ; o I o I 4"CONC.SLAB,6XK6 10/10 WMM I I OVER GRAVEL AMD CLEAN FILL a #4 BARS COMPACTED TO 95%1 RELATIVE DENSITY #4 BARS ° @12"OC ASTM D-689.COMPACTIO)N TEST AS NECESSARY. @12"OC • (TYP) (TYP) r/ J EXISTING BASEMENT WINDOW i TO BE REPLACED WITH NEW � Ln EGRESS WINDOW PER CODE EXISTING BASEMENT N u NYS R310.6 WITH EGRESS WELL w rW, (LOCATION TO BE CONFIRMED O V WITH OWNERS) EGRESS(R310.3)WELL TO BE MASONRY OR ALTERNATIVE AS APPROVED BY OWNERS O INSTALL 1/2"(MIN)MOISTURE-RESISTANT __+ _____+ __ SHEETROCK ON WALLS AND CEILING ____-INSTALL BLOCKING ETWEEN W ' ' ' ' ' ' ' ' ' JOISTS OVER GIRDERLd zfl.:� fwf r -_'_ i I I r I I INSTELL 5/8"TYPE X FIRE RATED ---- ---- -' `-----' � ----' `---- `---- SHEETROCK ON WALLS AND i CEILING i i 24'-0" z i oo 6"THICK CONCRETE 0 O w z WINDOW WELL z HORIZONTAL PROJECTION(ie DECK) STORAGE EXISTING SLAB TO BE REMOVED LL INSTALL 1/2"(MIN)MOISTURE-RESISTANJT #5 REBAR SHEETROCK ON WALLS AND CEILING i o REPLACE REINFORCED 10/0 6X6 WMM BLUESTONE CAPPING O U �I P-1 V r @tz^OC < x DRAINS AND MECHANICAL VENTILATION TO 8E INSTALLED 'D CULTURED s N �� STONE W z w WOOD WALLS&CEILING TO HAVE 5 $1TYPE-XSHEETBO_CK INSTALLED 3'-0 a I rY- D z • INSTALL 1/2" MIN MOISTURE- REMOVABLE STEEL GRATERESISTANTSHEETROCKCON ° -min.6"DEEP8"THICK CONCRETE O•° GRAVEL :( 4"min. EXISTING WALLS AND CEILING QWINDOW WELL D ,oD . % LADDER UP 0 45 MIN.FIRE RATED DOOR cat - RUNGS STAIRS m v . o' min.3" w/STEEL IAMB AND SC HINGES W #5 REBAR O•• PROJECTION ' "iSrs'a�s r ':=zY z @12"OC D 44"max — - J L_ _ - — - O - - F EP ACE EXISTING FLUSH GI ITH *ADJUST FOR LARGER WINDOWS F •• (OR LADDER EGRESS WINDOW (WINDOW SHALL BE ABLE TO Z O•° (PER CODE) FORMER GAREAGE OPEN FULLY) STAIRS TO BE REPLACED (4) -1 MALTERNA IVE:W10X3 U H (RDER O D NEW 2X10 FJ @16"OC TO MEET CODE,MINIMUM ° NEW FLOOR AT �• 3'WIDE,9"TREAD AND NOSING, Q O DRAIN FORMER GARAGE MAXIMUM 8-1/4"RISE 'D '� �, -s. 1).EXISTING BASEMENT TO BE PARTIALLY USED AS GARAGE.INSTALL 2 LAYERS WINDOW WELLS TO BE COVERED WITH STEEL GRATE. • COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT OF TYPE X FIRE RATED SHEETROCK ON ALL EXPOSED WOOD AND STEEL. Q USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. in.6"DEEP GRAVEL 'w.?y.... O•e i '" I 2).GC TO REVIEW VENTILATION WITH HVAC COMPANY FOR CO CONTROL WINDOW 'WELL DETAIL BOTTOM OF SILL C EGRESS WINDOWS SHALL BE NO ADS DRAIN PIPE , � ,.D MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. I � a' 44"max. EXISTING) MASONRY PORCH 3).SMOKE AND CO DETECTORS TO BE INSTALLED TO CODE. LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER O•a ' V THAN 44 INCHES AND SHALL PROJECT NO MORE THAN 6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY D ; ; 4).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF p' NO MORE THAN 1B INCHES VERTICALLY FOR FULL HEIGHT O•° 11I I 5).FRAMED WALLS TO BE 2X6 BETWEEN BASEMENT AND GARAGE. 4 0 OF WELL. ,D 14'-8" • ' WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF I I 6).NEW RETAINING WALLS ANDALTERED DRIVE TO BASEMENT TO BE INSTALLED 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER '4 OPENINGS AS REQUIRED. , BY OTHERS. (INSTALL ITCH PLATE CUT BACK FLOOR JOISTS,INSTALL HANGERS 10'-0" +� vLd ILE RETAINING WALL AND I DRIVEWAY BY OTHERS 2020 ! ! PROPOSED FOUNDATION PLAN DRAWN BY: MH SCALE: 1/4" = 1'-0" ` 2 05 2026 OF NEW Y C-D7 SCALE: SEE PLAN Ld 5°nv SHEET NO: AR�FESSI NP A 6 M C H - Design Services www.mchdesignservices.com 10'-3" 15'-3%" 20'-6Y22" 10'-311 phone: (631)298-2250 4" 4" email: michael@mchdesignservices.com REVISION:1/06/2025 ---7X14 tEV.-2-WOLMANIZED-PARALLAM-GIRDER H55 5X5X1/4 7X14 LEV.2 WOtMAN1ZED PARALLAM GIRDER-(ALT:1N10X19rBOX IN---- -----------7X14tV:E 2-WOLMANTED-PA\RALCAMG TIRDER(At WIGX191 BOX'IN------------ - --7X14 LEV.-2-WOLMANIZM-PARALLAM-GIRDER -- (ALT:W10X19)BOX IN TUBE STEEL (ALT.W10X19)BOX IN (BOXED IN) U PATIO 57-0" q VloW ol 3'-0" 5'-911 9'-0%" 17'-4%:" N 14'-10%z" 6'-11%" AC 454V2 ACW 4 L AC 454V2 T PEREEi1!�EMPER T PERE6, FWGD2980S FWGD8080L FWGD2980S FWGD1151080-4 FWGD808OR (3)2X10 HEADER (3)2XT HDR (2)1-3/4X14 ML w/2-7/8"STEEL HEADER (2)1-3/4X14 ML w/:2-7/8"STEEL HEADER (3)1-3/4X11-1/4 ML —O— l0 J In 5 V W BATH No. 1 SITTING ROOM a 9'-0"CLG ¢ z a z 9'-0"CLG N Ln W w ' ry m vu L, m S w g w - 3'-0' 73„ o 2 o �i HALF BATH OPTIONS:_ BEDROOM No. 1 _ _ — — — —9- — — — — — — 9'-0"CLG — — — — — — — — — — — — O C T w ry M O 1 R Q U i o WALK-IN 00FId i--I CLOSET " '-o%" 3'-0" 3'-611 N 9'-0"CLG LIVI NG ROOM T m „ 1 5-0"CLG HSS 7X3X1/4 R I HSS 7X3X1 4 ! 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TUBE STEEL �J COLUMN r w " - - L„ I HALF w SUBZERO ------ N w W v� N o ' ¢ 3 i N t�� r HALL BATH ¢ REF _ A,- v v w i m LAUNDRY x ry MINIMUM 21" 9'-0"CLG v ; � x m CLEARANCE TO g •----- N O jr _ CODE(VIF) it m k ;t 0 yo POTTERY BARN1287812 c N STAIR HALL _ w N --------� OPEN TO ABOVE KITCHEN o I I LL 9'-0"CLG BATH-1: o o ¢ 2'6" --------1 I I .. _ W 1 I 1 I 1 I a o ENTrRY x H I I a 9'0"(CLG w ( I ¢ BATH a F 1 1 I 1 1 1 W O 00 z O 8'-9Y211 4_ , 1� I 1 1 I I I N �y 10 u Z Ni . 1 , , , , 9 1/4 ML HDR � - I - - - - (2)13/4X14MLw/2 m - - - - - - - - - - - -7/8""STEEL HEADER - W (3)1-3/4X9-1/4 ML w/(2)1"STEEL FLUSH BEAM 3'-6" FWG808OR FWGD4380S x W8X48 UPSET BEAM r, ^� O ' 1 N ALT:(4)9-1/4 ML w/(3)1"STEEL w- — - — - — - — - — - — - — - — - _ (2)9-1/4 ML w/5/8"STEEL PLATE Ica - - 00 (2)9-1/4 ML w/5/8"STEEL PLATE POTTERY BARN 1287689 (DORMER ABOVE) oC? o'\o Ln (DORMER ABOVE) Q (� Zr) in 3a i1 ' O 3 0 ( 3 0 J Q c J `Q 2 a 2 OFFICE X w EXIS ING PORCH o X w o 4-0 FORMER GARAGE m( I'RO INSTALL MOTORIZED ROLL DOWN SCREENS m DINING ROOM cc ioo v 0N 00 RAISE CEILING CREEN OR EQUAL) w 00 TO MATCH KITCHEN EN w 00 p00 ry 00 0 V ¢ x x a V Ln O p a x 13'-1Y2" ¢ in ¢ N ¢ 00 00 ir, I NEW 6Xq ACQ POSTS rn (2)2X10 HEADER (2)2X10 HEADER 3)2X12_ IRDER -(3)_2X1 GIRDER (BO ED IN) 3)2X12 GIRDER (3)2X10 HEADER (3)2X10 HEADER APW5468 APW5468 E j F-W541$8 ____ _ATW546� 1).REMOVE EXISTING SIDING,REPLACE/PATCH EXISTING SHEATHINGAS NEEDED.REPLACE/SISTER EXISTING AS NEEDED. 3'-8" 6'-5Y2" 2 1 3'-8" 10'-4" 7-9 1/16" 9'-17/16" 4'-3%" 7'-5" lo, 4'-3Y2" 2).NEW SIDING TO BE BOARD AND BATON WITH 15#FELT UNDERLAYMENT OR EQUAL.SIDING AND COLOR TO BE VERIFIED WITH OWNERS. 13-9Y2 27-2/ 16-0 3).NEW WALLS TO MATCH EXISTING 9'WALLS.SHEETROCKTO BE MINIMUM 1/2".BATHROOMS TO BE MOISTURE RESISTANT.SHOWERS TO BE 571-0" CEMENT BOARD AND TILED WITH NICHES AS LOCATED BY OWNER. 4).ALL DOORS TO BE 8'HIGH.TOP OF WINDOWS TO MATCH. 5).BATH AND KITCHENS TO BE VERIFIED WITH OWNERS, 6).SMOKE AND CO DETECTORS PER CODE. PROPOSED 1ST. FLOOR PLAN DRAWN BY: MH SCALE: 1/4" = 1'-0" 2 05 2026 Y DEER 0 -,` �° * SCALE: SEE PLAN n ,; y w 1 ` Lu 77, 2 0 51z) SHEET NO: A�OFESS NP l _ l M C H - Design Services www.mchdesi.qnservices.com phone: (631)298-2250 email: michael@mchdesignservices.com PEV15ION:1/06/2025 3'h CABLE RAILING BALCONY 57'-011 o 1 BO 61-1011 13'-711 w 12'-8" 171-111 6'-1011 'AC\EE FWGD80611L FWGD43611S TE FWGD43611S FWGD80611L FWGD43611S FWGD80611R c (2)9-1/4 ML w/1"STEEL(ALT:(3)11-1/4 ML HDR) 3 2X8 HDR (2)9-1/4 ML w/1"STEEL(ALT:(3)11-114 ML HDR) i (2)9-1/4 ML w/1"STEEL(ALT:(3)11-1/4 ML HDR) _ • = 16'-11" 5'-1" 14'-1%" ! 00 � ^' N X N N / 16'-0 2" W m � / 1 i 0 U BEDROOM No. 4 0 0 60 BED OOM No. 30 s'o"cLG BEDROOM No. 2 N o"cLG o W � � H 0 0 0 LEL BATHNo. 3FFIKING L� 31-511 / LEIkin'G Flm� / C J W " L / / OUND FO ND WALL // // i i/ / S tJND WA L/ vx I I - L 3'_4" 5'-0" 4'-3%11 , 1 3 2%x" 8'-9%x" o _ 3-5/x M o C o o BATH 3 OPTIONS: O00 N m 11%x11 I I M 8'-2%" "' ^' 1'-5" W/D c» M I I N N c k ,.. , y a c" WALK-IN CLOSET I I - m Q - _ _ - N 8'-0 CLG 4'-0° WALK-IN CLOSET- _ �4 Z u x _ 5'85" 3'-4%x" 31 111_ 2'-6" z'8" 2'-6" - zn _ .. (2)2X10 HDR BUILD WALL 2X 0 H (2)2X HDR (2)2X10 HDR " 8'-0"CLG o O o Q m O U TO ROOF °o N N iv _ m m � - � � U � O `- .�.. 00 - 3-1/2X71.8e - 3-1/2X71.8e _ Vol tiay'. _J m (3)2X _ - - PARALLAM m - - - - - (� DF# (3)1-3/4X9_1 2 M PSET BEAM PARALLAM (3j 1-3 4X9-1 2 ML UPSET BEAM DF#2 I( 0 COLUMN COLUMN E �{ o r, N 21'-10° 3'-111 51 511 00 ---- --- 1 rn H Z S t Ln E --- ---- H o `n POTTERY BARN 1287861 5'-5" '-1 41- /x" L ---- ---- r' LOFT w EXISTING STAIR 'i E Z r o - V "--" '""" TO REMAIN Fn 11'h CATHEDRAL CEILING L00 m a = N O E `� V l� N 00 xS --------- N W t� w N E x V u Q F f'SHELVE�S --------- N / / M Q - - -- - - _ 0 S V -`-_, --------- 15'-7" x SHELVES I �r ___ OPEN TO BELOW O N 13-1/ ----- m I , II m BATH --------- — — — — — — — — — L-h BATH .�w ._ - - No. 1 1 1 No. 4 El n m D i i i i i I El o rn POTTERY BARN 1287689 '^ � � l i l i Q V J i 1 i 1 i I (\ 1 1 1 1 1 (2)1 r69-1�12PSET BEA ql' ' ' ' (3)2X8 HDR (3)2X8 HDR g'h WALL (3)2X8 HDR 6'I-h WALL 1 /4X9-1/2 ML UPSET E M a JV -L a o ACW2844 S W2844 L, ,ACW284 d cDF#2 CJ a E 8' = N % �.� ry s p 3 o o io W2844 L; ;ACW284 W2844 L; ACW284 1).REMOVE EXISTING SIDING,REPLACE/PATCH EXISTING SHEATHINGAS NEEDED.REPLACE/SISTER EXISTING AS NEEDED. 7'-211 7'-2" 9'-5Y411 4'-8Y44" 4'-8%" 9'-5%11 7'-211 7'-211 2).NEW SIDING TO BE BOARD AND BATON WITH 15#FELT UNDERLAYMENT OR EQUAL.SIDING AND COLOR TO BE VERIFIED WITH OWNERS. 14'-411 28141 14'-411 3).NEW WALLS TO MATCH EXISTING 9'WALLS.SHEETROCK TO BE MINIMUM lie 1/2".BATHROOMS TO BE MOISTURE RESISTANT.SHOWERS TO BE CEMENT BOARD AND TILED WITH NICHES AS LOCATED BY OWNER. 57-011 01 4).BATHS TO BE VERIFIED WITH OWNERS, 6).SMOKE AND CO DETECTORS PER CODE. 7).ATTIC ACCES TBD WITH OWNERS. :. --•------•----------•-- -------------------------------------------------- ; PROPOSED 2ND. FLOOR PLAN DRAWN BY: MH SCALE: 1/4" = 1'-0" ` F 2/05 2026 pF NEp�, / Y N or �7�.. °0,* SCALE: SEE PLAN w u��Atio •x.•� yO,L C? NPv SHEET N O: ��FESS� M C H - Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com REVISION:1/06/2025 DECK III 1 ' i i I I III + 1 I I I I 1 t ^ 1 1 + II 1 I 1 1 1 I 11� 1 1 11 II 1 1 1 1 1 11 II I p , 1 1 I 1 141 1 1 11 II 1 1 i 1 , i II 1 I i 1 11 U o I 1 / O I I� I 1 1 12 I i 1 11 o 11 p z 11 1. N I 1 1 I a r. t I. 1 I: � � / II ; 1 xi 11 7 • d Y 11 u�u II p a ' ' n t i t I s a ' '+ ` e 1 I 1 1 � I •. 1 1 r. I t l r a / II 1 1 '' 1 i I �� ; � e 1 11 1� Y (2)�X10' I 11 L`'••`-----------------------•------------' , L--------------a L. - a a ---- .--•---------------- -a 1 a a-a-a.a a.----------a.. CAI - �_-� it 1 t I u 1--a------ — v— -r----.-.----- ------- ----}1 L----------------- - - --------------- -- _+ ; r4--- -...•--- �-a---------�.,.., -- --.r--- II 1 F = _ _ � I I � CHIMNEY_ 3-1/2X7 I 1.8e PARALLAM \ 1 1 1 i 1 i ill8elPARALL� I / III 1-3/4X16 ML RIDG5 .---- --COMA-- \ -----1+ L--- 1 + i i COLUMN 1F=:ri 1-3/4X16 ML RIDGE III 1 t 1 (3)1 3/ )46 Jv RIGIE ` I1 / 1 as -a--1 ; L`'-'• � I I { 1 1 •aa - `- 1 ' ;� ^ II 1 IN r-. I I II 1 It II 1 11 11 41 1 u II I 1 1 I ; ♦+a-+ Y 1 1 I p -- ------------ lilt U lilt T 1 ' 12'uI` �e fro I I 1 V� ' t Il� / III �P 1I N °T 1 ; 6� I o I + � �P 1 ; T III \ - I + ^' ---a s aaa 1 �� I I I ) I 12 I ,1tiT YI 1 Laa �'` +••6--=__---- �-----] 11 u u , I I 'y ✓✓ 1 ti �--- 1 11 O 11� II 1 ` PIP0 I I I . N �IT ' 1 U' II 1 w 11 11 II 1 12 u l 1 1 +I I r 12 l u u l 12 i I 1 1 1 n I 1 1 1 I j Y yl ' 1 I 12V 1 11 2X10RRCd)16"OCY*----s=i-- -----------•- -t I =--_� — — — =---= — — — '---= — — — J � •---aaa----aaaa a L-_ 11 2X10RR(ID16"OC 1 11 Q V J II 1 1 �'�--� as ��=--=------ i"---- a •----=-=--=�'4 -+ 1 'r 11 --. .-- - 11 II I h l 1 1� � I I I II u 1 1 11 II L-------aaa _ — _ _ --aaaa L-aaa YI II a..a L:�w�zza _ _ _ _ --aaaa-aaaa 11 �' �� II r _ _ _ _ _ _ 11 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS._--__------_ _ _ — _ — _ :_____ _-a-r aaa...-. a a a a a a a a 2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. I GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. y r I I I I y I I 3).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS I I I I I (MAX.10'CC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, I I I FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. I o I I I I PER CODE. 1 1 1 1 4).APPLY S/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. 11 II � I I 11 I I 1 co 12 1 1 1 1 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND I 2 © I I I I DIRECTLYTOTHE DECKALONG EAVES. 11 11 1 I I I I I 1 1 I I I 6).USE ICE&WATER BARRIER UNDERLAYMENT WITH STANDING SEAM 1 1 1 1 1 1 ROOFING.VERIFY ROOFING AND COLORS WITH OWNERS I I I 1 1 L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J I 7).INSTALL ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. L — — — — — — — — — — — — — — — — — — — — -L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — -L — — — — — — — — — — — — — — — — — — — — — — — J 8.GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED AS REQUIRED. PROPOSED ROOF PLAN SCALE: 1/4" = 11-0" DRAWN BY: MH 2/05/2026 SCALE: SEE PLAN SHEET NO: F�� I C.- O i.e N tC`• LLJ ) _ u'\ A/�U�SSIO'� i M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com REVISION:1/06/2025 (3) 1-3/4X16 o c ML RIDGE 1 E 12 6 12 . ' 12 _4 2X6 16"OC � '4 - - - -�X1oRR016„ 10��@,�6„OC OC 2X O - - - - rH 2X10 CJ @16"OC v l W U 3'h CABLE RAIL SYSTEM �-• �T.� 12 3'h RAILING OR HALF WALL 2 --�� (VERIFY w/OWNERS) 5/4 DECKING (SELECTED BY OWNERS) ~ 11111 OVER 2X ACQ SLEEPERS ON EPDM, L 2XS RR @16� OC FLASHED, OVER 3/4" T&G EXTERIOR W - - - - - - - - - - A 2X8 CJ @16"OC EX FJs (VIF) EX,' FJs (SISTER 9-1/4 ML AT EACH JOIST SHEATHING z (3) 2X12 (BOX IN) (3) 1-3/4X9-1/4 ML A2X10 (RIP TO 7-1/4) 16"OC w/(2) 1 STEEL PLTS ...�.,� E.•� Z 6X6 ACQ POST ; ; 7X14 LEVEL 2 W (BOX IN) ' ' �4 1� WOLMANIZED W Z GIRDER Cl� HSS 5X5X1/4 FBI + I STONE AS SELECTED i.-. TUBE STEEL O w EXISTING COLUMN BY OWNERS. INSTALL OVER FIREPLACE 4" CONC. SLAB TO BE O + REINFORCED w/6X6 � 10/10 WIRE METAL MESH V • • a a • - -7p. a • - • at. a • EXISTING FJs EXISTING FJs W EXISTING ° ' " " ° ' " " ° G "a; PATIO ON GRADE rr^^^ '° a• a b a : ° Q VJ ° VSTEEL X86 ° DOWELS 12X12 CONC. PIER 6� •°a� IRDER •a� @12"OC w/ (4) #4 VER BAR �6 O 6 s o •a EXISTING 30X30X12 CONC. FTGAu °°o•a°;o• d o o•' REINFORCED w/ ��° ° VIA " • — _ _ t. o , o , (3) #4 BARS E.W. 8" PC WALL C; C; OVER 16"X8" ° EXISTING ° FTG (TYP) o EXISTING ° e ALL FILL BENEATH CONCRETE� ob SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY ASTM D-689. COMPACTION TEST AS NECESSARY. o , o . a; a; EXISTING I El o - A CROSS SECTION A 11 SCALE: 3/8" = 1'-0" DRAWN BY: M H 2/05/2026 SCALE: SEE PLAN CO SHEET NO. 7aT I ��UFENS o a r. Envelope Assemblies f, , } Prop. Req. ..-�TM Gross Area or Cavity Cont. U- U- Prop. Req. I,/I F Assembly Perimeter R-Value R-Value Factor/ Factor/ UA UA F,,; F-Factor F-Factor Design Services FLAT: Flat Ceiling or 1638 30.0 0.0 0.035 0.026 57 43 Scissor Truss Compliance Certificate CATHEDRAL: Cathedral 430 30.0 0.0 0.034 0.026 15 11 9 Ceiling www.mchdesignservices.com FLOOR: All-Wood 2068 30.0 0.0 0.033 0.047 68 97 phone: .foist/Truss (631)298-2250 Project Information 1ST.FLOOR:Wood Frame, 1999 20.0 0.0 0.059 0.060 60 61 16" o.c. email: nservices.commchdesi Project Title: SEGOIN-RACKETY AWNINGS:Wood Frame 80 0.280 0.320 22 26 michael @ g 3 3 Energy Code: 2018 IECC SHGC:0.26 REVISION:1/06/2025 Location: Southold,New York CASEMENTS:Wood Frame 87 0.270 0.320 23 28 Construction Type: Single Family SHGC: 0.27 11/a PICTURES: Wood Frame 348 0.270 0.320 94 111 11/4 11/4 11/4 11/4 11/2 11/2 11/4 11/4 11/4 11/2 11/4 11/4 1114 11/4 Project Type: New Construction SHGC:0.31 Project Sub Type: None LAv. Av. W.C. we LAv. LAv. w.c. �V' �V Conditioned Floor Area: 1940 ft2 HINGE:Glass Door(over 28 0.290 0.320 8 9 W.M. BAH SHO ER B H SH WER B H Glazing Area: 40% SHGC:0.26 Climate Zone: 4a(5572 HOD) SLIDERS: Glass Door 439 0.290 0.320 127 140 z 11/z z 11/4 Project No: 1834157 (over 50%glazing) 11/a z C.O. SHGC:0.28 11/4 z 3 11/4 11/4 � c.o. C.O. � 3 z 11/4 All Electric: false C.O. � 3 3 3 Is Renewable: false 2ND. FLOOR: Wood 1458 20.0 0.0 0.059 0.060 63 64 Frame, 16"o.c. 3 � Has Battery: false Has Charger: false AWNINGS:Wood Frame 14 0.280 0.320 4 4 SHGC:0.26 Has Heat Pump false CASEMENTS:Wood Frame 126 0.270 0.320 34 40 SHGC: 0.27 11/4 11/4 Construction Site: Owner/Agent: Designer/Contractor: SLIDERS: Glass Door 250 0.290 0.320 73 80 11/4 11/4 11/:2 11/2 11/4 11/2 11/4 (over 50%glazing) 1 1/4 1 1/4 1 1/4 1 1/4 • LAV LAV SINK LAV. + • LAV. SINK SHGC: 0.28 WJ.C. W.C. W.C. W.M. D.W. D.W. 13" 8.4 H SHOWER SH ER F.A.I. 7 Project Notes: I-L� Qla rl,''ye�.'t:J��.:r %�;.r;d.?,ei' o'�l•�iw1'"ik.t.°r yP;a!'..tr,' ;.ale I Ir i 2 i�'1 ',},.0 by;., r;-.4llk' wj dl �.� " 4J':P, le('�;t• 'a e:r. , i;�� f 2 2 3 2 3 �I I C.O. 11/4 I C.O. (,.,. . ,,._.... ._ .. _. ..,. - ;,,. ._-_....._.. .....�n.. '- .__,..._..,......_...�._......,.,. ......W /^\L.O. 33 1 1/4 1 1/4 1 1/2 1 1/4 Co. i 3 1 1 1/2 3 3 3 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. Z Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade O U assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 4 SLOPE" Z �1/4-PER�FOCTTCH TO DRAIN TO APROVED �� 4"C.I. SEPTIC SYSTEM omp fiance Statement TRAP HOUSE � W The proposed building design described here is consistent with the building plans, specifications, and other calculations ^ submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in If�ll REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. PLUMBING SCHEMATIC SCALE: NOT TO SCALE Name -Title Signature Date P4 Z r ..._.i [-4 [� Z W Z U H 0 � � o P4 Report Title: SEGOIN-HACKETT Report Date: 2/05/26, 1:50 AM 1 of 2 Report Title: SEGOIN-HACKETT Report Date: 2/05/26, 1:50 AM 2 of 2 `+ Cn ZH Z CA oH � w --2° 2. o 12" (9) (9) �2" 1 �2" FASTENER TYPE: SPACING: Cc No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH ® Q ® ® ®® Cc No.10 WOOD-SCREWS BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH 1/41n.dia.LAGSCREW BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH 3/4"APA PLYWOOD SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATMVE:7/16"O.S.B.) ® ® ®® 0 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) ® 9 ®® FASTENER TYPE: H 2X4 DF#2 No.8 WOOD-SCREW STUDSBASED ANCHOR WITH WINDOW SILL 21n.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ® ® ®® ANCHOR PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENTNITH LENGTH 12"oc THAN 4 FEET 1/4in.dia,LAGSCREW BASED ANCHOR WITH 16"OC (� 21n.EMBEDMENT LENGTH TYPICAL DOOR OPENING MULTIPLEPLYWOOD-1-IBLIES FASTENER TYPE: SPACING: DRAWN BY. MH PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS 2 nS EMBEDMENT ED ANCHOR WITH LENGTH 8"OC AND NUTS @ 2'-0"O.C. No.10 WOOD-SCREWS 2/05/2026 TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC 21n.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER 1/41n.dia.LAGSCREW SCALE: SEE PLAN BASED ANCHOR WITH 16"OC 114 THAN 8 FEET tin.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING "`f )F NEw y SHEET NO: P l�F O WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7#16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT T(0 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 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLLE. ;M1 �.: ; UJ 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 COWER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS I IL USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE"S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. M C H Design Services KING STUDS T_ -� RAFTER WALL STUD www.mchdesignservices.com CRIPPLE STUD phone: ENDWALL BOTTOM PLATE (631)298-2250 • 0 • p RIDGE LEDGER BATHTUB • HEADER • DOUBLE JOIST email: michael@mchdesignservices.com SIDEWALL RAFTER REVISI0N:1/06/2025 JACK STUDS Te FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 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 LOCATION USP 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" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 o. STRAP APPLY OVER R2IDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER 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 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC WALL STUD so THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP—SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATES) WALL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE — 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING L SOFFIT JOIST V AND ALL WINIDOW/DOOR OPENING JACK STUDS AT WALL W MAINTAIN GAP ATTIC SHALL FREE PROVIDED WITH A t - FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUWBER 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 SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT O r , 4" — 8" LSTA;24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH v ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. tC ONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE z AND SO TO MAINTAIN AIR 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS � GAP TO PREVENT CAPILLARY CONNECT TO rr1 ON ALL OPENINGS ACTION 4" — 6" RAFTER RT10 10-3/4" x 18go. TYDOWN AMICHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 1� INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 18ga. 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 L ROOFING LAPS BASE A FLASHING 4 INCHES w RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING / SIDES 4 INCHES AND LAPS •r NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT W WOOD JOIST w � xz TOP PLATE GIRDER/HEADER 1_4 SIDE WALL FLASHING WOOD JOIST � O 1ST. FLOOR WALL STAPPING, TO BE ATTACHED TO WALL STUDS ®48"OC AND ,ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD �, M FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION RAFTERS AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION I 4" - 8" LS'TA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ON ALL OPENINGS RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONMECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE AIR PASSAGE OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS \vJ W 8" - 16" MSTA48 1-1 4"x48" 16 a. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS / 9 CONNJECT OVER OF ROOF ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES 'TO EACH STUD I 1 0 DBL. SILL PLATE I �+ TERMITE SHIELD SUBFLOOR W SILL GASKET WOOD JOISTS NEOPRENE ; n TYP. CONIC. FOUNDATION CONC. SLAB GASKET I,`•� 6 MIL. POLY V ; 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR V GRANULAR FILL ° -1 I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR \,Q � 1/2 " DIA. BOLTS ® 48" o.c. STAG. ° V STEEL COLUMN I _ A 4 ° 4 o' C> C ROOF JAC K CONC. SLAB ' '� - �° ' ` STEEL BEAM o ^ \,� u ANCHOR? BOLT EMBEDMENT: �� I I ��, db 4" x 1/4" x 8" STEEL V f COMPACT FILL o BOCK WALL:URED CRETE: 15" `` TOP AND BOTTOM PLATE ROOFING LAPS V ° ° d ° FLASHING AT . ' WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING c /� CONC. FTG. p Q'p G c' SIDES AND TOP ° Q $ O O ANCHOR BOLT CONNECTION USE LB3PS58 ORB 583)ERS ` I 1/2" GROUT 1 � REINFORCING BAR �• " I I 3" STEEL COLUMN FOUNDATION 5/83" DIA. ANCHOR BOLT I DRAIN 'FILE p ANCHOR BOLT CONNECTION SUPPORTING MIAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CO)NC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL I � SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE O JOIST COMPACT FILL DOOR USE 2X8 STEEL BEAM ^. FOR B LOC KOUT <' 4" SLAB = P.T. PLATE ` ` W/ 6X6 WMM M I I SLOPE % ` ' `� ° o. 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR S ACE `� 7, 1 2P •o a e (WITH A NAILING PLATE IF NEEDED) DRAWN BY: MH c Q'� AT END ANDES OF WOOD 1,� 1` ° ° �•° .< ° ° > STEEL TO BEBEAMOX.TOIALL0W FORGHER THAN SHRINKAGE C. GRADE ° q '=-- ---"---a--=--� ` � Q � . —Q ° � ° Q ��%'c = BEAMS T- II.III-II�IID,° � C O• � D ° • ° .° _ _ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 2/05/2026 6X6 W.W.M. , , o12" II-I�III.II Ik MIN. D .Q'a` �• n D b A kA �'� �'� ° •o _`NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM _ , , O ° n ^ �D WWII —SUB FLOOR •s 4 • REINFORCING BAR a ° NOTCH EQUALS 1/4 DEPTH OF BEAM 1I�I n °O° n c �D n II�II OIST SCALE: SEE PLAN ° C REINFORCING BAR DRAIN TILE ��—� - 1—I 4 I •o e° SHEET METAL / 30# FELT UNDER BEAM AT POINT i� ° �. '� O° O° m STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK _fll=iTf=rrf=lTf_ITI=tom= — c•° 31• 117 PLATE (BOLTED TO B A SHEET N O. TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. aA SHIMS TO LEVEL BEAM � , !J„ ►ffi� REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. jI� E 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT C� �' '�'� �� BEAM POCKETLu �UFO ,- !, �.�• ` `-sSlot °`..^ CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC &GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING C ODE _ GROUNDWIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD _ \,\ WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS LOADI =� (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Mu20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE SLIGHT TO MODERATE 11 NONE rl USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Design Services SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL www.mchdesignservices.com CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. phone: 4" DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 (631)298-2250 RAFTER CRIPPLE STUD 0 AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. email: LEDGER michael@mchdesignservices.com RIDGE HEADER DECK AND COVERED PORCH NOTES: REVISION:1/06/2025 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER ED JACK STUDS .`Mo 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION I APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga, STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHORI APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2 SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. MINIMUM 6). Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal POST for any contact with ACQ. /1 TOP PLATE l TOP PLATE BALUSTERS RIM/DECK JOIST o HANDRAIL NOTES:o ^ WALL STUD WALL STUD All required handrails shall be of one of the following types V OPEN BALUSTER ATTACHED TO WALL or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1. Handrails with circular cross section shall have an W RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater ALL HANDRAILS SHALL BE COi`'ITINUOUS THE FULL LENGTH g OF THE S FAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACHI than 2 inches. If the handrail is not circular it shall have a t d ches t 4 i an no greater t lea f perimeter dimension o a s n SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION p �i EACH RAFTER CONNECT OVEM USE MIN. 2 1 than 6-1/4 inches with a maximum cross section of ^ CROSS SECTIONAL DIMENSIOK OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ( ) /2"DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STIUD EACH RAFTER 2).Type 11. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both `.U A sides of the profile.The finger recess shall begin with a Z distance of 3/4 inch measured vertically from the tallest 4 MAX. portion of the profile and achieve a depth of at least 5/16 4" DIA. MAXIMUM inch within 7/8 inch below the widest portion of the ww GIRDER/HEADER profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the W tallest portion of the profile.The minimum width of the w GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a o maximum of 2-3/4 inches. Edges shall have a minimum Z JOIST POST/COLUMN o ° o radius of 0.01 inches. > ° O rn POST/COLUMN V-1 NAILING SCHEDULE t ^ GIRDER/HEADER R OF SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES z POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 F- LOCATION USP NUMBER DESCRIPTION APPLICATIION STRUCTURAL PANEL 8d WFCM-SBC O w DECK/PORCH RAILINGG SPLICED JOISTS OVER HEADER/GIRDE 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACHI COLUMN �...r R O LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACHi COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOISTHOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACHI COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMOP, EACH TOE-NAIL W TOP PLATE 10'WALL: 4-8d COMMO RAFTER r/� CEILING JOIST 8'WALL: 3-8d COMMO EACH TOE-NAIL v J TO TOP PLATE 10'WALL: 4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ° STU BEARING PLATE PARALLEL RAFTER WFCM-SBC LAP NAIL �...� GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL ° ,:=� ` " • • COLLAR TIE AS PER TABLE 3.4 EACH FACE • Q TO RAFTER WFCM-SBC END NAIL 0 1;: ., WOOD JOIST }: ;;; • >• Y BLOCKING 2 8d COMMON EACH TOE • • TO RAFTER END NAIL LEDGER — I I ,i.;;f•,• •.�,'V, RIM BOARD EACH END ° GIRDER/HEADER I I ;;;;�, CONCRETE PIER TO RAFTER 2 -16d COMMON END NAIL Y WOOD JOIST— :w • >' WOOD JOIST _..• _°" WALL FRAMING: • { _ NAIL JOINT DESCRIPTION QTY SPACING NOTES .......... FLUSH JOISTS WITH HEADER/GIRDER •_�_ _ _ DOUBLE 2x � TOP PLATE TO PER 2 -16d COMMOt I FACE NAIL CEILING;JOIST TO BLDG.CONNECTION (MINIMUM) TOP PLATE FOOT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. USINGP 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM INTERSECTIONS 4-16d COMMO EA. SIDE NAIL IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. ROD i I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE REQUIRED•••••••;......t... 2 16d COMMO I STUD O.C. NAIL FOR STU !�............. ••-••"' (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16"O.C. FACE ....�'r6 HEADER 16d COMMON ALONG EDGES NAIL FLASHING TUCKED UNDER I I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: ••'S:�•---:••---•••THREADED ROD PER PIECE OF SIDING BELOW ° ; ; FLOOR JOIST, BAND JOIST, 2 -16d COMMO FOOT FACE NAIL 3: END JOIST OR BLOCKING a;;•'$:r••••'• CNW COUPLER NUT 1/2,1 DIA. LAG BOLTS W/WASHERS DRAWN BY: M H CONNECTED TO BLDG. @16"OC $@RINGER POST I r MINIMUIM DECK FRAMING 2 THRU- � .%"' -> END DISTAINCE NAIL NAIL I)THR �j""•••••.., JOINT DESCRIPTION NOTES BOLTS .` :, QTY. SPACING 2/05/2026 JOIST TO: PER TOE dla. FLOOR FRAMING ANCHOR D PIER 16"TREAD ��•• o� .~f�•, ;_�: .% -.• MINIMQM > SILL,TOP PLATE OR GIRDER 4-8d COMMO JOIST NAIL a,^ ;'-'" o ' o a END gT NCIE ° BRIDGING EACH TOE SCALE: SEE PLAN 2x JOISTS •: 1, 12"x12"x12" • •„ Y TO JOIST 2 -8d COMMO END NAIL GRADE , . CONC.SLAB •,'4 •+��'•�. '' :' •o�I• ' tti•'�"r• CONCRETE FOOTING > ' >�' 'Y.a (AS REQ.) -4 :o, c �AA" BLOCKING EACH TOE BLOCKING FOR . ''Q TO JOIST END AIL JOIST HANGER - 8 OMMO LAG BOLTS ;� s"dia. Ybo DECK PIER BLOCKING TO: EACH >f" N1. S H E ET N O. `p D 3,_0 c", CONC. PER PLAN 3 -16d COMMO �' I- Ao PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK N, RIM JOIST/BD. G n ' 9, °.e.9,4 LEDGER STRIP EAC F`At �O� • Y SIMPSON STRONG TIE MODEL STRRI/2 DECK POST FTG. CONNECTION 3 16d COMMO r o INSTALL AS PER MANUFACTURES RECOMENDATIONS TO BEAM JOI /_ LOCATION USP NUMBER DESCRIPTION APPLICATION 1 JOIST ON LEDGER PE 3 -8d COMMO 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIS PE DECK/PORCH LEDGER CONJNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER E Dt-• TO JOIST 3 -16d COMMO JOIST .o BAND JOIST TO: 2 - 16d COMMOP I PER SILL OR TOP PLATE FOOT WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:GE�' NERAL NOTES - 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. NAIIL NAIL BUILDING USE RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES M H When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY'. SPACINGCONSTR�UCTION 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) TOE-NAIL TOP PLATE 10'WALL: 4-8dl COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) Design Services 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) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING 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 TO TOP PLATE 10'WALL: 4-8d1 COMMONJOIST 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 FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES www.mchdesignservices.com 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 UNINHABITABLE ATTICS( DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7 phone: 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 UNINHABITABLE ATTICS (STO(NO STORAGE) GE) 20 EXTERIOR(LIGHT FRAME 10 EXTERIOR(LIGHT )WOOWALLSLS 14 RAFTERS H EATER THAN 3:12 PITCH U180 email 298-2250 STEEL NO FINISHED CEILING OVER PARTITION WFCM - SBC LAP NAIL ( ) email: HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 FLOORS U360 michael@mchdesignservices.com meets current federal, state, count 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 3.4 EACH FACE INTERIOR(LIGHT FRAME) STEEL WALLS 5 Y ' g EXTERIOR BALCONIES AND DECKS 40 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 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER,STUCCO) L/360 FIRE ESCAPES 40 CEILINGS (GYPSUM) L/240 GUARDS AND HANDRAILS 20o REVISION:1/06/2025 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 COMMMON EACH TOE CONCRETE WALLS (6"THICK) 85 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END ( (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMMON 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 coordiinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under MAIL NAIL STAIRS 40 , construction means, methods, techniiques, 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 QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connecition with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt DESIGNED FOR EXPOSURE C 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 EXPOSURE CATAGORY ( ) p p P P g PTOP PLATE 2 - 16d (COMMONFOOT SEE NOTE: 1 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 5). Refer to the Window and Door scchedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d (COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to endure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's s ecificatioms 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 p pP STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to conssult 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. 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 8). Wind load requirements shall be Itaken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d (COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 • BOTTOM PLATE TO: t� FOUNDATION NOTES. Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 - 16d (COMMON length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mascon to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finisheed floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT ) FLOOR FRAMING:N G. HAZARDS 2). All footings to rest on undisturbed (virgin) soil. LOAD MPH r , Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL DEPTH TEMP. REQUIRED O \•/(MPH) CATEGORY interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE - 3). Provide 1/2" expansion joint mat(erial between concrete slabs and abutting JOIST TO: PER TOE W concrete or masonry walls occurin lin exterior or unheated interior areas. 4 - 8d COMMON ^ Y g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: A Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being atttached to existing concrete structure shall 2 - 8d COMMON with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long iat 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD rT, 5). Unless otherwise noted, all slabs on grade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. 8d COMMON 6" O.C. SEE NOTES: 1,3 F+i ) g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS A 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 COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. ( ) 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 NOTE: 2 FOR PANEL FIELD Z 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 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d CQMMO JOIST NAIL 8x16 cast iron foundation vent for ewery 150 sq. ft. of area. NOTES 9 JOIST ON LEDGER 3 - 8d COMMON PER TOE En7). Dampproof exterior of found DECK AND COVERED PORCH NOTES'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. FBI 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 W Z the below grade portion of exterior\walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16(d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, r , 0 _}� BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. �_v/j 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.* SILL OR TOP PLATE 2 - 16d COMMONFOOT SEE NOTE: 1 �j O Girders on concrete piers shall be anchored with proper steel connectors anchored V--1 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHN • 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. t r1 � For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. �/ � 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL I�1IAIL 3). Posts supporting girders shall be anchored to a 12 x12„x12 thick concrete footing. JOINT DESCRIPTION E-1 Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 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. F� 2). Unless otherwiise noted, all framing and structural wood material to be #2 + BTR. RU WFCIM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: O W Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE •�� 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD NOTES 0 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION Q-n, SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) 0 where needed. �� 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD Q 4). Unless otherwise noted , all beariing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS , 7 O.C. EDGE Bearing wall headers to have (2) jac:k studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. SEE NOTE: 3 6). Concrete piers shall be a minimum 6" above grade. (� openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills sshall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 60 and 2'.x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5). All flush beams/headers to be insitalled with heavy Y galvinized hangers 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall gers and anchors where applicable to all conn(ecting joists. PLUMBING NOTES PANELS WFCM - SBC be used. 7/16" OSB 6d COMMON 3" O.C. EDGE 6). Double up floor joists under wallls 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 Floors to have CE!ramic 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. on plans. WALLBOARD 5d COOLERS 10 O.C . FIELD 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4 thick microlamis ( height to match floor joists) around stairwell and/ r )• Y p Y g Y p Pp FLOOR SHEATHING: other access openings unless otherwiise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters ,are to be supported by double rafters on either side P q g p p Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise n(oted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COMMO 12" O.C. FIELD (5.7SQ. FT.2ND.FLOOR) 9). Provide blocking/bridging in flo(or joists at 8 0 o.c.. Use solid blocking in floor joists MIN.44' SILL-AFF under all bearing walls. NOTES• NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 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 eavie vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFEIRRED 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 IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. ) Y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on vwall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. Iff wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. 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. Contractor and owner for final review and approval. is nailed 3�� on-center at the panel edge' to obtain higher 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. adhered with PL400 adhesive and s(crewed to floor joists. Finished floor to be installed ELECTRICAL NOTES. shear capacities, nailing requirements fcor structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. /� members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces DRAWN BY: M H over subfloor as per manufacture's instructions. such as shear plates, shall be used to maiintain 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 5/18" 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. 2/05/2026 to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. SCALE: SEE PLAN 3). All electrical work to comply with 2014 NEC. 14). All roof with a pitch less than 4:112 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 torch down type material over. and R315 of IRC. )`- " SHEET NO: 16). All sill plates and wood in conti:act with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket arnd cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTAL WITH CAPOtP 7` AND BASES.USE WITH FLASHING CAPS TO f'. r. U.,• �' COVER TOP tp14