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HomeMy WebLinkAbout50887-Z t TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET ng:APPRO'VED PLANS AND SPECIFICATION'S UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50887 Date: 6/28/2024 Permission is hereby granted to:. Montifiore, Mark 60 W 13th St Ph B New York, NY 10011 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA, Trustees & SCHD approvals. At premises located at: 4452 Great Peconic Bay Blvd, Laurel SCTM #473889 Sec/Block/Lot# 128.4-22.2 Pursuant to application dated 3/22/2024 and approved by the BuildingIns To expire on 12/28/2025.. Inspector. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,055.50 CO-ADDITION TO DWELLING $100.00 Total: $1,155.50 Building Inspector TOWN OF SOUTHOLD—EDILDING DEPARTMENT Town Hall Annex 54375 Man Road P. 0. Box 1179 Southold, NY 1971-0959 Telcp hrp t3(� ) 765-I82 fax (631) 765-9502 l�l.t" :� w < trtl�Kaldtev��rt� a �o APP IL ereived ICATION FOR BUILDING For Office Use Only " PERMIT NO. . Building Inspector, �, , a Applications and f , A 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: March 13,2023 OWNER(S)OF PROPERTY: Name: Mark and Lisa Montifiore SCTM# 1000- 128-04-22.1 &22.2 Project Address: 4452 Peconic Bay Blvd,Laurel NY Phone#: 917-459-4805 Email I montifiore@gmail.com,mmontifiore@gmail.com Mailing Address: 4452 Peconic Bay Blvd,Laurel NY CONTACT PERSON: Name: Margot Ccffe Clay Coffey Mailing Address:. 430 Main Street,Greenport NY 11944 Phone#: 646-275-2447 Email: margot@isaac-rae.com,clay@isaac-rae.com DESIGN PROFESSIONAL INFORMATION: Name: Margot Rae�'offey,Isaac Clay Coffey-Isaac-Rae Studio LLC Mailing Address: 430 Main Street, Greenport NY 11944 Phone#: 347-276-6093 Email: margot@isaac-rae.com,clay@isaac-rae.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure MAddition ®Alteration ❑Repair ❑Demolition ❑Other Estimated Cost of Project: 1,000,000 Will the lot be re-graded? ❑Yes [JNo Will excess fill be removed from premises? [2Yes ❑No 1 PROPERTY INFORMATION m`�" Existing use of property: single family residence Intended use of property: single familyresidence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 g thisproperty? VIDE A COPY. � . Check f� d N the own �rrrrNesNara ... [] Yes IF YES PRO -��_ _ is responsible Chapter of the rowan Cade. + Npt BATIoitN IS HEREBY NUNANrE to the Building Department for tNueoNss issuance Building permit pursuant to the Building Zone nage and storm woofer Issues as provided b Ordinance of the rowvn of Southold,removal Suffolk,County,ntt, her York and rather a-pplicable N wars,Ordinances gar Regulations,for the constr�uc oin of buildin s additions,alterations or for emoarat or demoNNtlon as herein described,The applicant agrees to comply with housing code and regulations and to admit authorized Inspectors on premises and In bulldinglsl for necessaryllnspe�c ponds.False statements m laws,ordinances, ade erein are punishable as a Class A misdemeanor Pursuant.to Section 210-45,of the Nawv or State Penal Law. awa. Application Submitted By(print na Isaa lay Col":. Nuthorized Agent ❑Owner Signature of Applicant: Date: 3/14/23 STATE OF NEW YORK) SS: COUNTY OF -- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ° ontractor,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 , L41 day of ,20 Z3 �'x,r`I/�' "`� Notary P 41kNE DISAWO NOTARY pUBLIC-STATE OF NEW YORK QUOIllied In Suffolk County (Where the applicant is not the owner) My Commission Expires April 30, 01* I, Lisa and Mark Montifiore residing at 4452 Peconic Bay Blvd,Laurel NY do hereby authorize Isaac-Rae Studio/Margot and Clay Co ffe to apply I on Rbalf to the Town of Southold Building Department for approval as described herein. 3/14/23 Owner's Signature Date Lisa Montifiore,Mark Montifiore Print Owner's Name 2 I BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ` 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Eric Dantes Office Location: Town Annex/First Floor Robert Lehnert, Jr. Nicholas Planamento 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov RECEIVE® ZONING BOARD OF APPEALS �- —°-� G T 1S o u--. N 0 V 2 7 (_.'a TOWN OF SOUTHOLD Tel. (631) 765-1809 r,7— S011111101d Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 16, 2023 ZBA FILE # 7844 NAME OF APPLICANT: Lisa and Mark Montifiore PROPERTY LOCATION: 4452 Great Peconic Bay Blvd, Laurel, NY SCTM#1000-128-4-22.2 1- AQE.'1"I'RMINA1JON: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK_C01,1NTY ADMINISTRA-E°tVE, wCQDE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated 11/21/2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. .W� 1 L3 E K_MINA'TION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 18, 2023. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 45,296.23 square foot waterfront parcel located in an R-40 Zoning I)istrict. The parcel runs 111.75 feet ofbul head frontage along Peconic Bay. The parcel runs 108.08 feet along Peconic Bay Boulevard, runs 559.55 feet on the East side and 563.83 feet on the West side. The parcel is improved with a one-story frame dwelling, a one-story garage, a shed, and a vinyl bulkhead with wood steps and wood groin. All is shown on a survey by Kenneth M. Woychuk, L.L.S. dated July 24, 2018. BASIS OF APPLICATION:N': Request for Variances from Article III, Section 280-15 and the Building Inspector's July 18, 2023, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing a single-I' m'ily dwelling°, at; 1) located less than the code required minimum side yard setback of 15 feet; 2) located less than the code required minimum combined side yard setback of 35 feet; located at: 4452 Great Peconic Bay Blvd, Laurel,NY. SCTM41000-128-4-22.2. RELIEF RED( 1.J'F� 'STELE: The applicant requests variances to construct a proposed second floor addition with a side yard setback of 13.4 feet and a combined side yard setback of 31.98 feet. Town code requires a minimum side yard setback of 15 feet and a minimum combined side yard setback of 35 feet. Page 2,November 16,2023 #7844, Montifiore SCTM No. 1000-128-4-22.2 D_1F I ION: The existing home has a side yard setback of 13.1 feet and a combined side yard A.P_ Q PO—R MA J R-- setback of 22.6 feet. The proposed additions are for a second story on top of the existing one-story dwelling, During the public hearing the applicant's representative was asked to correct the site plan legend to reflect accurate proposed side yard setback detail. The corrected/revise:d plan was received and last revised November 3, 2023 showing side yard setbacks of 13.4 ft. and 18.58 ft and a combined side yard setback of 31.98 ft. for the proposed second story addition. FINDINGS Of FACT/ E_ASQN S FQKBOA�RD K'TIOM JL The Zoning Board of Appeals held a public hearing on this application on November 2, 2023 at which time written and oral evidence were presented, Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: I. Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of' the neighborhood or a detriment to nearby properties. The neighborhood is ail older waterfront neighborhood consisting ot'single-family homes in which non-conforming side yard setbacks are common,. The existing home is substantially setback from the street and is heavily screened on along the side yard with large mature evergreens and hedgerow. The dwelling on the adjacent property closest to the existing 13,446ot side yard setback is a very large two-story dwelling and other two-story homes are common in this neighborhood. Granting orthe variance will not produce any change in the character of the neighborhood. 2. Town Law 267-6(3 §J2 . The benefit sought by the applicant can be achieved by some method. feasible for tile applicant to pursue, other than an area variance. The applicant could make additions and alterations with a code conforming side yard setback. [k)wever, the existing I" floor side yard setbacks are nonconforming is non- conforming and the proposed relief for the second-floor addition of 13.4 feet for the single side yard setback and 31.98 feet for the combined side yard setback are more conforming to the code. 3. The variances granted herein for the single side yard setback is mathematically substantial, representing 10% relief from the code. The variance granted for the combined side yard setback is also mathematically substantial representing 8.6 percent relief from the code. However, the proposed non-conforming side yard setbacks are for a second story addition over an existing one-story residence with the sarne non-conforming side yard setbacks. Architectural drawings ;how that the proposed second story complies with the town code's sky plane/pyramid law regulations. 4. Town Law L§267-bQJLb)L4J, No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town 11aw `267-Wjilb)(_Q. 'The difficulty has not 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 Linder the Zoning Code in effect prior to or at the time of purchase. 6. Tow,n Law 067-b. Grant of the requested relief is tile minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second-floor addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. U—SMAJOID1 In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes, seconded by Member Lehnert, and duly carried, to n Page 3,November 16,2023 #7844, Montifiore SCTM No. 1000-128-4-22.2 GRANT the variances as applied for, and shown on the Site Plan and Architectural drawings by Isaac Clay Coffey, Architect, (Sheets A-100-00; A-200.00, A-201.00, A202.00, A202.01, A-300.00, A-301.00), last revised November 3, 2023 SUB.IfaCT TO THE FOLLOWING LOWING CONDITIONS: I. The applicant shall install, per the Suffolk County Department of Health Services approval, an Innovative Advanced (I/A) OWTS sanitary system. This approval shall not be deemed effective until the required conditions have been nnet At the discretion of the Board of,Appeals,failure to comply will,the above conditions may render this decision,null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON TUF APPROVAL S GRANTED HEREIN Please lead Carefully Any deviation fronn the survey, sift,plan and/or architectural drawings cited it,this decision, or work exceeding the scope of the relief'granteal herein, will result it,tleir°,ys rtntl✓or a possible,denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviations -om the variance(),granted herein as shown on,tl,e arcl,itt?c�t,arttl dr,rivi„gs,site plan and/or survey cited above, stick as alterations, extensions, demolitions, or demolitions e. ceeding the scope(if the relief granted herein, are not authorized under this application when, involving nonconfortnities tender the zoning code. This action, does not authorize or condone any current err fiature use, setback or other j' ature of the subject property that may violate the Zoning Code,„ other than such uses,,setbacks and other features as are eyspressly addressed in this action. 'FIME I INUT" ON'ff4l AI PRO' AL.- Pursuant to Chapter 2 !0-I C 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 Cleric, within three( ) years from the slate such variance was granted. The Board of Appeals may, upon written request pricer to the date of expiration,,grant an extension eaot to exceed three( )consecutive one(1) year terms. lT IS T"111 PII;OPI R"I" OWNER'S RES:PO NSIBILITY TO ENSURE COMPLIANCE WITH TIIE C DF R I IRFD"I lVIE FRAME DESCRIBE , 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, Chairperson Approved for filing �� / ///7/2023 Generated by REScheck-Web Software Compliance Certificate Project Additions to: 4452 Peconic Bay Blvd Energy Code: 2018 IECC Location: Laurel, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 315 deg. from North Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4452 Peconic Bay Blvd Isaac-Rae Coffey Tom Baccarella Laurel, NY 11948 11575 Main Bayview Road NY Building Technology Group Southold, NY 11971 159 NY 25A (347)276-6093 West Building,Suite B margot@isaac-rae.com Miller Place, NY 11764 631-495-0289 Info@NYBTG.com Compliance: 9.3%Better Than Code Maximum UA: 300 Your UA: 272 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Env to ErnblI ' Prop.Gross Area Cavity Cont. Prop. Req. Perimeter Flat Roof/Cathedral-R30 Int+ R10 continuous: 1,193 30.0 10.0 0.025 0.026 30 31 Cathedral Ceiling Walls to Amb-1.5"Zip-R with R23 Roxul: Wood Frame, 16"o.c. 1,919 23.0 6.6 0.039 0.060 56 85 Orientation: Unspecified glass doors-sliding/gliding-SE: Glass Door(over 50%glazing) 286 0.320 0.320 91 91 SHGC: 0.32 Orientation: Unspecified windows-fixed/csmt assembly-NW:Wood Frame SHGC:0.32 46 0.320 0.320 15 15 Orientation: Unspecified windows-csmt-NW: Wood Frame SHGC: 0.32 56 0.320 0.320 18 18 Orientation: Unspecified windows-fixed-SW: Wood Frame SHGC:0.32 59 0.320 0.320 19 19 Orientation: Unspecified windows-csmt-SW:Wood Frame SHGC: 0.32 34 0.320 0.320 11 11 Orientation: Unspecified Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 1 of10 Prop.Gross Area Cavity Cont. Perimeter windows-fixed-NE:Wood Frame SHGC: 0.32 15 0.320 0.320 5 5 Orientation: Unspecified Slab-on-Grade-entry closet: Slab-On-Grade (Unheated) Insulation depth: 4.0' 13 10.0 0.360 0.360 0 0 Insulation position: Fully Insulated (uniform R-value across perimeter and under slab) Uncon Bsmt Walls-2" HD foam: Solid Concrete or Masonry Orientation: Unspecified 427 0.0 14.0 0.064 0.059 27 25 Wall height: 8.0' Depth below grade: 0.8' Insulation depth: 8.0' Compliance Statement: 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 REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Tom Baccarella ~ ", 01/16/2024 Name-Title ure -- Date Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web C�(J Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. slctlon Plan*Verified, Neld Verified lire-ln pecition/plop Ite ri + 'complies? Comments/Assumptions /Assumptions far Be .lN 1Jalu Value 103.1, (Construction drawings and '"i °°'/iii%%iaff!j/'0' ; /ii%%%;'i%❑Com lies Requirementwill be met. %/i oI/ �� ' P 103.2 documentation demonstrate � ,��/�i j �!i////i���iii�� i�%�� ❑Does Not IPR111 energy code compliance for the j/� //fr /„ building envelope.Thermal , ��f f ! /"❑Not Observable r 9 P � / 9 / � �� �� 1 lNot Applicable °,envelope represented on PP construction documents.103.1, documentaon tion n demonstrate ❑Doe drawings '��� � ������ � /�; � s Not ElComlies ��Requirement will be met. 103.2, ai / 403.7 ;energy code compliance for �❑Ntat Observable [PR3]1 ;lighting and mechanical systems :Systems serving multiple %/" ' i ' i///%,iio ,' :❑Not Applicable 9 P % ;dwelling units must demonstrate :compliance with the IECC !Commercial Provisions. 302.1, Heatingand cooling equipment is Heating: Heating. ❑Compfies Requirement will be met. 9 403.7 sized per ACCA Manual S based Btu/hr� Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling„ ❑Not Observable :Manual J or other methods Btu/hr Btu/hr Uapproved by the code official. — ;❑Not Applicable f b w Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 3 of10 Section .Plans Verified Field'Verified Foun'dSi ion Inspection 1daltwoe Value mpli �s? Comments/Assumptions &Re .lD 402.1.2 iSlab edge insulation R-value. R- R- ;OComplies ;See the Envelope Assemblies [FO1]1 ❑ Unheated ❑ Unheated jODoes Not table for values. ❑ Heated j❑ Heated ;❑Not Observable UNot Applicable 402.1.2 Slab edge insulation ft ft ;❑Complies ;See the Envelope Assemblies [F03]1 depth/length. ❑Does Not ;table for values. 110 j❑Not Observable ❑Not Applicable 402.1.1 CConditioned basement wall R- R- ❑Complies ;See the Envelope Assemblies [F04]1 insulation R-value.Where interior R- R- ❑Does Not table for values. ~insulation is used,verification may need to occur during ❑Not Observable !Insulation Inspection. Not ❑Not Applicable orequired in warm-humid locations in Climate Zone 3. 0 303.2 ;Conditioned basement wall ,IUComplies ,Requirement will be met. IF0511 !insulation installed per 1111]ioes Not manufacturer's instructions. ,14 ' Or % iii ilir/� ..... 1❑Not Observable �" %;' f©Not Applicable 402.2.9 Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [F06]1 insulation depth of burial or ❑Does Not „table for values. ;distance from top of wall. ❑Not Observable ❑Not Applicable ...... 4_...._.__........__ ... .......� 303,,2,1 IA protective covering is installed //%,,,i ❑Complies Exception: Requirement is [FO1112 Ito protect exposed exterior i /%%/%/j iiiiij '/f' j /%% ! Does Not PP �. �i/� i/f,/i� /,%���i� �/��/i❑ ,not applicable. insulation and extends a %ai �� ii,,,,, �, ❑Not Observable ; ` minimum of 6 in. below grade ;,/ 1// ///i ////j/////a ;❑Not Applicable %/ / // r �";�ooiiii !�i/�jig���, � ._....__...._......... .-................ 03.? Snow-and ice melting system Ifj��j j% /j%%///%�„��� j/?y❑Complies !'Exception: Requirement is JFO12[2 kcontrols installed. ❑Does Not not applicable. , ❑Not Observable �❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID g g ❑Complies ;See the Envelope Assemblies 402.1.1, �Glazin U-factor(area-wei hted U- U 402.3.1, average). ❑Does Not table for values. 402.3.3, ENot Observable 402.5 402.5 ❑Not Applicable _.... 303.1.3 U factors of fenestration products ❑Complies Requirement will be met. [FR4]1 +are determined in accordance ❑Does Not iwith the NFRC test procedure or / J ❑Not Observable taken from the default table. ❑Not Applicable fi�/'iA'�1l!!1/lIll !1! f) i /// // / //.. ............ ........ ........ 402.4.1.1 ,Air barrier and thermal barrier J %%f/ »r1rJJJJ f��llll///f„/„//% /%% /%//,,❑Complies :Requirement will be met. 1 P j//%/i /i/" ', /ii//� [��123 1 I installed per manufacturer's i ii//�iii// /� i� /i ��, %B❑Does Not instructions. 'i� ��/, ���//'+ ,�ii/ri j❑NOt Observable i❑Not Applicable �// 402.4.3 Fenestration that is not site built / %f ///,f %///"%%%%/;%l/❑Complies Requirement will be met„ FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/1.5.2/A440 ❑Not Observable I or has infiltration rates per NFRC ❑Not Applicable 400 that do not exceed code PP ,limits. 402.4.5 IC-rated recessed lighting fixtures ��'��'�� ��/� ///�// '""�i'/ .i'❑Com lies Requirement will be met. [FR16]2 sealed at housing/interior finish %/ ��j%ii� j� j/ , j ❑Does Not ;and labeled to indicate <_2.0 cfm /�/////�/� /�/ /i� / �/oI/ /i //i/��/- �//�/�� %/���� /� ' �/ ❑Not Observable leakage at 75 Pa. , //iiiiio/,�/,/„ /„ /,� ��� ❑Not Applicable 403.3.1 Supply and return ducts in attics , / ,,,,////„ /,,,/ ❑Complies Requirement will be met. 1 // // / [FR12] insulated >= R-8 where duct is ///����//, ///� ;/ �; D� / /%1❑Does Not >= 3 inches in diameter and > ,,, ( -1 /�a� / Not Observable R-6 where < 3 inches. Supply and % io iii �/ ,,,,,,%%/o /// /// / // �'�❑Not Applicable return ducts in other portions of �/ // /% /��iiii, ;the building insulated >= R-6 for diameter>= 3 inches and R-4 2 i/ i// for< 3 inches in diameter. / 403.3.2 Ducts, air handlers and filter %///""" rement will be met � ❑Complies Requi [FR13]1 :boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ,,,, ��/�/%// oo,////�,/�/ ❑Not Observable f i// % ��� ❑N of Applicable International Residential Code as e ;applicable. /� ��� ��� /� �� �� l%/i� ....eq____......_en_------b 403.3.5 Building cavities are not used as ;!/1/'����///�%����/�/%' ////������%%f i�r//�j%!j�///�//////��„� Cr�mplies ;,Requirement will be met. [ ]3 P /, i/i// //�/ aaif FR15 ducts or plenums. // /� ���/a��,, ❑Does Not ❑ Ot Observable '. ❑Cot Applicable v iiii� �� iaiioii I _ __ ..... ....._____ 403.3.6(1 „Ducts partially or completely �o„ f �� �i/� ,,,, i/���/� .(Complies „Requirement will be met. f/ / 2) buried in ceilinginsulation have ❑Does Not //[FR26]3 fan insulation R-value not less '" "' !���� // r /i ;than R-8,the sum of the ceiling / � '�"'� 3❑Not Observable insulation R-value against and /„ /�� ,,, / ❑Not Applicable b above the top of the duct, and against and below the bottom of the duct. is >=than R-19, pexcluding the R-value of the duct insulation. _v__.w wwwwwwwww 1 FNigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 5 of10 section plans Verified Field Verified # Framing/Rough-In Inspection value 'Value Complies? Comments/Assumptions &Re .ID 403.3.7 Ducts declared to be within the % /'/ %i t if '''/ /% ❑coin lies ,Re uirement will be met. JFR2813 conditioned space are either 1) ❑Does Not ;completely within the continuous / /'/'/i ii „/ i"' '%,�' ❑Not Observable 'pair barrier and within the building thermal envelope,2) buried !�11 ffff�f��ff%❑Not Applicable ill insulation m within ceiling ,,accordance with Section R403.3.6 and the air handler is P located completely within the continuous air barrier and within the building thermal envelope and the ductp leakage is<= 1.5 �f���� cfm 100 square feet of #conditioned floor area served b ~the duct system,or 3)the ceiling insulation R-value installed :against and above the insulated ,duct>=to the proposed ceiling insulation R-value,less the R- value of the insulation on the 403.4 ,HVAC piping conveying fluids R- R- ;❑Complies Requirement will be met. [FR,17]2 Cabove 105°F or chilled fluids ❑Does Not ~below 55°F are insulated to>_R- ❑Not Observable3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC /// /j// / / l /// f ❑Complies v Requirement will be met. [FR24] piping. iir i/ir /iiiii i /� ' ❑Does Not ❑Not Observable ❑Not Applicable 403,5.3 Hot water pipes are insulated to R- R-_ ;❑Complies oRequirement will be met. [FR161'2 >_R-3. ❑Does Not 114 ❑Not Observable , ❑Not Applicable j 4016 Automatic or gravity dampers are '"� % // ❑Complies Requirement will be met. FR1.912 installed on all outdoor air ❑Does Not intakes and exhausts. ez ,,,, %, /<' ❑Not Observable o `EINotApplicable r Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impatf(Tier 3) Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 6 of10 Se To" 'Plans Verified rar,�r ed Field Verified insulation inspection tlon ue Complies? Comments/Assumptions /303.1 iAll installed insulation is labeled f0���0, / % �❑Com lies :Requirement will be met. � /���i 1N1312 /%or the installed R-values d❑Does Not provided. j ❑Not Observable / u O r / /° %/////% / %`, / /r.! ❑Not Applicable 402.1.1„ Wall insulation R-value. If this is a 1 R- R '❑Complies See the Envelope Assemblies 402.15, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not Gable for values. 402.2.E wall insulation on the wall ;❑ Mass ❑ Mass j❑Not Observable R (IN3jr exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steed ❑Not Applicable w� : 0 �`'��'°"�"°����/' "����°"'�"/ �% ❑Com lies ;�Requirement will be met. 303.2 Wall insulation is installed per ,,,,,,,,/�� /�// j p [I1\14]1 manufacturer's instructions. �❑Does Not i' ❑Not Observable /% ❑Not Applicable J Additional Comments/Assumptions: _______ _... 1 Hugh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 7 of10 Section Plans Verified '. Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions' & Req.ID 402.1.1, :Ceiling insulation R-value. R- R- ❑Complies wSee the Envelope Assemblies 402.2.1, Wood j❑ Wood ❑Does Not ltable For values. 402.2.2, Stee) Ste el 402.2.E ; []Not Observable l [17I1]1 1EINot Applicable insulation 303.1.1.1, ......�- Ceiling insulation installed per �%�i%�i/�°�„/��;�1' �%/r'�j/� 1!� �;�❑Cotr'sppies LRequirement will be met. 303.2 manufacturer's instructions. � '�"�i0 /'/ / ��/r r��l/��' �i/� C.�oeS C'��at 1 % �%] [FI2] `Blown insulation marked every � 300 ft2. ONot:1Not Applicable Observable 402 2 3 Vented attics with air permeable / ��� J // %1'f I,I / %r';,❑complies Exception: Requirement is �, a/iio ri��/i/�I/ ///iii r rr r rr/ I [FI22]z in sulation include baffle adjacent ,,,❑g3oes Not not applicable. to soffit and eave vents that Observable extends over insulation. ❑Naf Applicable 402.2.4 Attic access hatch and door R. I R-_ ❑Complies :Requirement will be met. [F13]1 'insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable ........ ...... -- — u_ � .--.-----.. 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 — ❑C mplies ;Requirement will be met. [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ^❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑complies R equirement will be met. [F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of �test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. ..... .............. _.-- .._ ........_ 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies Requirement will be met. [FI4]1 lcfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ,handler @ 25 Pa. For rough-in ❑Not Observable 'tests, verification may need to ❑Not Applicable ^occur during Framing Inspection. i 403.3.2.1 ,Air handler leakage designated ❑complies ;Requirement will be met. 1 o [FI24] yby manufacturer at<=2/o of ❑Goes Not design air flow. ❑Not Observable ❑Not Applicable 403.1 %i///%/r , .1 ;Programmable thermostats // /�ji//ii ,,, � %„//,�� �;��%;❑Complies ,Requirement will be met. FI9 2 installed for control of primary / ""%%� % %'� �� r [ ] P y ri r// rural/ �%"i ' rr��% /%��'❑Goes Not �� / / �'Y ;heating and cooling systems and initially set by manufacturer to ❑Not Observable Ycode specifications. %fff � jl� / � �� ❑Not Applicable 403.1.2 /i/!i/ol r%1///1/!///l///ld/li//rl//'i% //'rr o/ %ii ,Heat pump thermostat installed a ///�////� �/✓/��/ /rii/ ! ;,�//�❑Com lies °Re uirement will be met. [FI10]z on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable ----- 403.5.1 ;Circulating service hot water ,❑Complies Requirement will be met. ��/ii /� /�//ri [FI11]2 ;systems have automatic or � %i///���j/,/,//,,,,,,i/////ia'/� %%/%� �❑ . Does Not accessible manual controls. r �� ❑Not Observable Q ;, ❑Not Applicable ........ 11 High Impact(Tier 1) J2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 403.6.1 ;All mechanical ventilations Ystem A/�" 'i/� �' 1 11❑Complies ;Requirement will be met. /,.,ii,DiM//r// � ///„ /%iiiiiiiJ,, [FI25]2 (fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy land airflow limits per //i%/ ��/%/%iif��/��%� ❑Not Observable p ❑Not Applicable R403.6.1, , a ,,,,TKO r; ,�////,%/iiii%�I/,0l,' ,r j /r/iii �,;; '� 403.2 Hot water boilers supplying heat /� El Requirement Requirement will be met. [FI26]2 :through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable , ;control to lower boiler water /� /,�i/ � ❑Not Applicable " ;temperature,based on outdoor �� �� � , 403.5.1.1 Heated water circulation systems %/�i% ��//�f� %�jl„/ /�//Q��/�a❑Complies Requirement will be met. z //// „/l f//////// / /,�/� [FI28] :have a circulation pump.The � �//// // / 'i/iw❑Does Not y ;system return pipe is a dedicated / ❑ return pipe or a cold water supply //i ,/ j�a//// ����/i/ Not Observable !pipe. Gravity and thermos i�//`%�� i�%� ��%%/�,,., '%�//,�'❑Not Applicable ;syphon circulation systems are not present. Controls for Fcirculating hot water system pumps start the pump with signal for hot water demand within the ;occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists 403.5.1.2 .,....... Electric heat trace systems "%��!�%�/�����/i��/;�/j//,;//%�/,i//'///�%Oi r❑Complies "Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL j/ //"" ' i ❑Does Not not applicable. j 515. Controls automatically ❑Not Observable adjust the energy input to the :heat tracing to maintain the ��/ , /�'��' �/% /� i ❑Not Applicable desired water temperature in the 403.5.2 Demand recirculation water %/i%///j� � �0/%/ii j fi❑lComplies ;Exception: Requirement is z // �/,/ii// / [FI30] systems have controls that „/ ,// i / / ;;,, //'/ ❑Does Not not applicable. manage operation of the um 9 p pump and limit the temperature of the �/ /„ /, '/'i' -]Not Observabble E water entering the cold water ',,,,, /i%% /%ii j „ ❑Not App ica e piping to<= 1049F, 403.5.4 Drain water heat recovery units Z` Complies Exception: Requirement is [FI31]2 tested in accordance with CSA °i ����///�� ! , ;%i%%� /;�❑Does Not :not applicable. press Potable water side ❑Not Observable I pressure loss of drain water heat � ,,,/, / /�,,/,/��j//� %/ �� / ,i „iii ❑ recovery units <3 psi for Not Applicable individual units connected to one Or two showers. Potable water- side pressure loss of drain water 'heat recovery units < 2 psi for ;Individual units connected t0 three or more showers. 404.1 :90%or more of permanent /i, /; ;❑Complies tlRequirement will be met. [F16]1 fixtures have high efficacy lamps „/, , /////„/// / �"%i��//, ,,, Does Not Observable ❑Not Applicable 4 404.1.1 (Fuel gas lighting systems have �� ��� ��� ff l /l 1'ff��l��'1 -]Complies nException: Requirement is [FI23]3 no continuous pilot light. <❑Does Not :not applicable. ❑Not Observable d ❑Not Applicable �.... ---. ... 401.3 Compliance certificate posted / ' / 0�////// ]❑Complies Requirement will be met. [17I7]2 i/%/i% /ice„�l%°� �/� /i� /��„❑Does Not ' Not Observable . AE]NotApplicable, l 1 High Impact(Tier 1) 2 [Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Additions to: 4452 Peconic Bay Blvd Report date: 01/16/24 Data filename: Page 9 of10 Section Plauns Verified Field Verified # Find inspection Provisions Complies? Comments/Assumptions & Re C1 I Value Vdlo Ma manuals for 0CoraIplies Requirement wHI be Bretz [Fl1813 mechanical and water heating D es Not. systems have been provided. Observable ; Appllca bl " Additional Comments/Assumptions: 1 �Yi�h Impact(Tier ly 2 medium impart i,Tper 2L 3' Lowu impact QTler I Project Title: Additions to; 4452 Peconic Bay Blvd Report date: B 11 / 4 Data fii name: Page 10 of10 Certificate( 2018 IE,CC Energy J Efficiency Insulation Rating R-Value Above-Grade Wall 29.60 Below-Grade Wall 14.00 Floor 10.00 Ceiling / Roof 40.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.32 0.32 Door 0.32 0.32 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments L SITE: 4452 PECONIC BLVD f LAUREL,NY 11948 `7 SCTM#: 1000-128.00-04.00-022.002 $ # GROSS LOT AREA: 32,408 SQ.FT.(0744 ACRES) Pvvw BUILDING CLASSIFICATION: SINGLE FAMILY RESIDENCE CLIENT DRIVEN SOLUTIONS - PROPOSED BUILDING AREA: 5,355 t SQ.FT.(0,12 ACRES) P.W.GROSSER CONSULTING INC. EXISTING DRIVEWAY TO ' 998 1' , j BE REMOVED �. SINGLE FAMILY DWELLING 1 FIVE(5)BEDROOM-SINGLE FAMILY DWELLING=(550)GPD PROPOSED GRAVEL I/A OWTS DESIGN OF NEWS, DRIVEWAY TO REPLACE REQUIRED: (5)BEDROOM=(550)GALLON SYSTEM # 0 EXISTING PROPOSED: ONE(1)FUJI CLEAN UNIT-MODEL CEN7(700 GPD TANK) ] 4 1 ,v Or LEACHING POOL SYSTEM DESIGN ' 11/ " PROPOSED WATER ---REQUIRED: 400 SF OF SIDEWALL AREA - SERVICE LINE PROPOSED: B'DIA.LEACHING POOL HAS 25,1 SF PER LF PROPOSED 50% 400 SF25.1 SFILF=15.93 LF REQUIRED - EXPANSION AREA ¢ PROVIDE: TWO(2)8 DIA BY B EFF.DEPTH LEACHING POOLS TEST PIT LOCATION 103321 PROPOSED 8'DIA.BY AancC en;of.h existing 3 v 3} .5 r_ be 8'EFF.DEPTH Cc r� 4e s 4 s= YePa � ;' e LEACHING POOLS EXISTING GARAGE TO b #coma OBU�� oaf (TYP.OF 2) REMAIN G.F.EL=22.9' PROPOSED 24' - EXISTING ONE POLYLOK STORY DWELLING DISTRIBUTION BOX F.F.EL=25.3'WITH 4 .L c R ce c :eT c. PROPOSED T:.e_ »4-.,>:e== D.-l—a:SysteR PROPOSED FUJI SECOND STORY _w Fa-,W W D° CLEAN TREATMENT ADDITION UNIT-MODEL CEN7 (700 GPD) NOTE: EXISTING WELL IN 1. EASEMENT FOR UTILITIES BETWEEN TAX LOT 22.1 AND 22.2 BASEMENT TO BE aI�wrR€€ra PROPOSED CLEANOUT As CONFIRMED BY DECLARATION OF COVENANTS AND x�nru€ _ ABANDONED RESTRICTIONS DATED 05-02-2024. UTILITY EASEMENT 445'j PECONIC BAY BLVD LOCATION OF EXISTING 1 ' COVERS BOTH TAX LOTS. SEPTIC TANK TO BE UA OWTS SYSTEM ABANDONED IN PLACE a a 1 PER SCDHS STANDARDS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OVERALL SITE PLAN r 4 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SCALE;1"=60' SINGLE FAMILY RESIDENCE ONLY OVERALL 0 60 120 SITE PLAN g 1 <W �V 5/21124 S- 4 , DATE `#, R-24-0099 NOTES: I DFIR `E r 1. SURVEY PREPARED BY KENNETH M ryt7_ CJO `' �� - - t. -WOYCHUK LAND SURVEYING,PLLC. ��V �OR MTkXlMU.F0 OF 6 BPDROOVS SURVEY PREPARED ON 2018-07-24. 3 SEE ATTACHED SPECIAL Cft.ND€T€ON, x � � 2. BUILDING PLAN PREPARED BY ISAAC-RAE. ® EXPIRES THREE YEARS FROM DATE OF APPROVAL BUILDING PLAN PREPARED ON 2023-03-14.. RADlNG PLAN ANDIOR PLO`PLAN —— ISR73U7 ' Board of Trustees 8 February 14, 2024 f 4, En-Consultants on behalf of DONALD J. & PAMELA E. SCHNEIDER requests a Wetland Permit to construct a 6.5'x11.5' one-story addition onto existing 1,063sq.ft. one- story dwelling; construct a 4'x7' wood stoop and .a 4'x4' bluestone pathway in place of existing 62.2sq.ft. deck, stairs and walkway; construct 121.5sq.ft. raised wood deck with 4'x6' steps in place of existing 72.7sq.ft. deck and steps; and to reconstruct in-place existing 119.1 sq.ftt. raised deck; replace existing septic system with new I/A sanitafy system located landward of dwelling; install a stormwater drainage system; and to establish and perpetually maintain a 10' wide non-turf buffer with native vegetation along the landward side of the top of bank. Located: 890 Ruch Lane, Southold. SCTM# 1000- l 52-2-;316 ,^ A)TOLI 6 row Ae"yloo t 4 ' 5. Clay Coffey & Me Margot Coffey on behalf of MARK & LISA MONTIFIORE requests a Wetland Permit for the existing 1,971 sq.ft. one story, single family dwelling; construct a 416sq.ft. addition onto the landward side of the dwelling, construct a 997sq.ft. second story addition; new roofing and siding; existing 600sq.ft. ground floor seaward side deck to be reconstructed and reduced to a proposed 517sq.ft. (18.6'x24.8') deck with a ±2'x24.8' trellis; construct a 3.6'x11.8' front entry; construct a 2'x5.8' mudroom entry; construct a 6.5'x39' second story deck within the footprint of the first floor;; abandon existing septic system and install a proposed I/A OWTS septic system landward of dwelling; abandon existing well and install public water line; install gutters to leaders to drywells; outdoor lighting to be Dark Sky compliant; install staked hay bales and silt fencing prior to and during construction; and to establish and perpetually maintain the existing 2,740sq.ft. vegetated bank as a non-turf buffer area. Located: 4452 Great Peconic Bay Boulevard, Laurel. SCTM# 1000-128-4-22.2 Ll�- ,-07V^C- cv new �l f l Lev 6. PABL EON requests a Wetland Permit to construct a proposed 4'x±62' set of timber bluff stairs in the same location as remains of existing bluff stairs (to be removed), with Cminimal impact to the vegetation and environment consisting of 4'x±4' landward steps to- a 4'x8' top landing to 4'x±23' stairs to a 4'x4' middle landing to 4'x±22' stairs to a 5'x6' lower landing with 4'x±12' stairs to beach; all wood to be lumber CCA, U.O.N. with galvanized hardware. Located: 1400 Salt Marsh Lane, Peconic. SCTM# 1000-68-3-2 �- I" z/ (5(1 — c-(Osir_-_ 411 AYV L; z, G Lens► — I O� � j J6 C):0 $e� � � �Z1 7. PABLO LEON requests ✓`�" a Wetland Permit for the existing dwelling with a 40.2'x24.5' basement level; existing 1,163.03sq.ft. first floor; a proposed 822.94sq.ft. (36.2'x24.5' L shape) second story addition; a proposed 11'11"x5' (59.756sq.ft.) open terrace attached to the front of the dwelling; a proposed 24.5'x8' (±195.20sq.ft.), with 4' of terrace to be cantilevered) open terrace attached to the rear of the dwelling; total gross area to be 2,966.85sq.ft.; and to install an I/A OWTS system on the landward side of the dwelling. Located: 1400 Salt Marsh Lane, Peconic. SCTM# 1000-68-3-2 d-Y q5 J- LLIJ 31�� SKY COMPLIANT AND APPROVED BY TOWN ' CODE f w L_ 10 rn w 10 o PROPOSED HYDROACTION IA WASTE EREII WATER TREATMENT CENTER m ALL DESIGNS AND OTHER DISCLOSURES SET FORTH H PROPOSED GRAVEL ARE THE PROPERTY OF METROPOLITAN BUILDING CONSUL �— DRIVEWAY TO REPLACE GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE EXISTING TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, EXISTING WITHOUT THE EXPLICIT WRITTEN PERMISSION OF PROPOSED 1 STORY ADDITION OUT /\ � - METROPOLITAN BUILDING CONSULTING GROUP,PC. OF EXISTING HOUSE FOOTPRINT SIDE —I► v LINE OF GARAGE ;� _ LINE OF EXISTING � Project: PROPOSED 2ND STORY ADDITION OUTSJDE ;'mm " ": OUTDOOR SHOWER I OF EXISTING HOUSE FOOTPRINT \ '' �" GUTTERS AND 4452 Peconic day PROPOSED 2ND STORY ADDITION ABOVE q LEADERS TO DRYWELL 4452 Great PeconiC Bay Blvd, Laurel, NY EXISTING HOUSE FOOT PRINT ► _ LINE OF EXISTING HOUSE GUTTERS AND \ 2ND STORY ROOF OVERHANG Protect No.: .._ _. ....._...�._...._.w....Wv..�.�ww_ LEADERS TO DRYWELL \ IR-02 -� EXISTING SET BACK TO REMAIN �_0011 � Seal/Signature: \ TOP OF BLUFF EXISTING WOOD AND UNROOFED ENTRY STEPS ,..-.., VINYL BULK HEAD DIN / q EXISTING WOOD JETTY �- D AR \ 00 EXISTING SET BACK TO REMAIN IQ, I 01 FIRM ZONE63. PROPOSED NATIVE oss7g� VEGITATION NON TURF `OF N BOARDERIO' BEYOND THE LINE OF THE BLANKlam 1 Date: Scale: dro AS NOTED Drawing Title: PROPOSED SITE PLAN EXISTING WOOD STEPS -- \ a EXISTING WOOD JETTY ._ m W ��� ,�' Drawing No.: .�..�m_ n PROPOSED SITE PLAN _ �_....._. .................. .... ...._. _.... .... �. ....m _........��_w__.. IQ Q' \ NOTES TT DRAWING ISSUE + \ NO. DATE ISSUED FOR i I t 1 1 2023-09-11 DOB INITIAL SUBMITTAL � \ �I I I,, r 3 1 \ 4 r 6 v 21 r' \ 9 - `' , + 10 r 12 DRAWING REVISIONS r ` + \ NO. DATE REVISION r+ \ 1 2024-05-01 DOB REVISIONS ` ` 2 r r + 3 + r \ 4 n {3D}1 + ` r \ 5 MAX BUILDING \ ` 6 HIEGHT ' \ s 48' 0" �r ++ 9 -- — — — — — — —r ROOF ', ', 10 46' 4" I \ 11 o 'I 1 12 - I THIS APPLICATION IS APPROVED ONLY FOR WORK \ INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL co ' I \ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN -- — — s — T — — `� 2ND FL. I ICAR in n 1 + 1 N 35 - 2 + - - - - - N TAX LOT 22.1 � � r `\ r Designer: I IL -- — 13'-5° — _ GROUND FL.26' "- 2 + \ I SAAC - RA E AVE AGE GRAD N'So - - -' " ' - •- _ - -• ., - • - :• - - - • -. . "- • - : ' -•- •- - _E � p0, 40" � 430 Main Street Green ort, NY 11934 !CD23' 0„ ao.52' r p T. 347-276-6093 E. clay@isaac-rae.com - . -. , - - - •, �,�' II TAX LOT 22.2 \ r BASEMEN TT + 1 17 1 1/16" o '` rl' \ Applicant of Record: SKY PLANE DIAGRAM 50' FRONT YARD SETBACK 1/8" = 1'-0" I , NOTE ALL I , TERIOR LIGHITNG TO BE DARK KYCOMPLIANT AND APPROVE DBYTOWN CODE r + 2 r LINE OF � rr 9 r �1 EXISTING wwa, w� L + 45• GARAGE ++ +` TO + 20 REMAIN REVISED 15 + r 1►� 1 �� ,� I, rr �O c \ 5/1/2024 A 0. PROPOSED HYDROACTION IA WASTE WATER TREATMENT CENTER ILI ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN PROPOSED GRAVEL + DRIVEWAY TO REPLACE ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING S CTM# 1000_128-04_22.2 { / CEO EXISTING GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT + + o TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, ` PROPOSED 1 STORY ADDITION OUTSIDE / F e WITHOUT THE EXPLICIT WRITTEN PERMISSION OF SITE PLAN FOR: 4452 Peconic Bay Blvd Laural, NY r + ` I OF EXISTING HOUSE FOOTPRINT - ► 6 - / LINE OF EXISTING METROPOLITAN BUILDING CONSULTING GROUP,PC. ' I�I � GARAGE STM (1000-128-4-22.2) ZONED R40 �\ _ —��==��, SOUTHOLD TOWN , SUFFOLK COUNTY, NY SITE PLAN BASED ON ASURVEY BY KEN WYOCHUK 10/19/22 PROPOSED 2ND STORY ADDITION OUTSIDE LINE OF EXISTING \ Project: OF EXISTING HOUSE FOOTPRINT ►® �, OUTDOOR SHOWER \ N A N ALLOWED EXISTING PROPOSED 4 g5 ��� GUTTERS AND -001.0 r rr 'I o PROPOSED 2ND STORY ADDITION ABOVE ` LEADERS TO DRYWELL 4452 P eco n c Bay LOT AREA 28124.E , r I EXISTING HOUSE FOOT PRINT ► 0 LINE OF EXISTING 4452 Great Peconic Bay Blvd, Laurel, NY 11948 LOT DEPTH (FT) 386.29' - r r i ( HOUSE UTTERS ANDLOT WIDTH (FT) 80. - - r r `+ 1 1 LEADERS O DRYWELL ` I 1 O / 2ND STORY ROOF OVERHANG Project No.: 131 ` EXISTING SET BACK TO I R-02 1 LOT ARE 13UILDABLE (MINUS BANK) 24,053 SQF , I 5 1' + REMAIN r 1 I -001.0 Seal/Signature: 1 MIN. FRONT YARD (FT.) 50 98.8 198.8 ` '. ;DN � g.5 I / N TOP OF BLUFF v MIN. SIDE YARD (FT.) 15' 35' 9.5' 13.1' 9.5' 13.1' Q ' UNROOFED ENTRY STEPS ��3� EXISTING WOOD AND m MIN. REAR YARD (FT.) 50 50.8 56 + I VINYL BULK HEAD DAP H +� 15' SIDE YARD SETBACK DN G'y N MIN. ACCESSORY SIDE YARD 10, 2.7' 38.2' 2.7' 38.2' �, ��"v / O EXISTING WOOD JETTY MIN. ACCESSORY REAR YARD 1", 3.3' 3.3' 20' SIDEYARD ` SETBACK o ' EXISTING SET BACK TO REMAIN ALLOWABLE COVERAGE 20/0 5,624.9 SQFT PROPOSED NATIVE + VEGITATION NON TURF TOTAL EXISTING COVERAGE 3,168 SOFT - BOARDER 10' BEYOND THE LINE OF THE BANK r tip" °o 0 o rr I N\O FIRM ZONE X 397� �C7 r ti o . PROPOSED NATIVE o fi OF t4 TOTAL PROPOSED COVERAGE 796 SOFT VEGITATION NON TURF \ " TOP OF BAN 21'-0" ` b •°o BOARDER 10' BEYOND ^��� °o THE LINE OF THE BANK I '} ALLOWABLE GROSS FLOOR AREA (GFA) 3,755 SOFT v REVISED ' 5/1/2024 EXISTING GROSS FLOOR AREA GFA 1971 SOFT (GFA) - � p �UILA Date: Scale: ,� PROPOSED SETBACK / Td���; D VG DEP . AS NOTED ( EXISTING 3FA GROUND FLOOR 1971 SOFT TOP OF / S® , rya Drawing Title: n PROPOSED GFA GROUND FLOOR 2,387 SOFT , BULK HEAD EXISTING WOOD STEPS / Q PROPOSED SITE PLAN co LO o PROPOSED GFA 2ND FLOOR 997 SOFT TOP OF BANK 5' 0" '+ EXISTING WOOD JETTY N TOTAL PROPOSED GFA 3,384 SOFT '° Drawing No.: "Cl- / O (v Lots up to 30.0()0 square feet of lot area:3,350 sauare feet plus 10%of the lot area In excess of 20,000 square feet up to a total of 4,350 square feet maximum LO n ZONING SCHEDULE n PROPOSED SITE PLAN - Callout 1 3/8" - 1'-0" 1 : 180 n PROPOSED 30'OED SITE PLAN _. -- - - NOTES SP A ; _S e ,4� w^ ^_ya, r n o, €v,..11 ;-a' :'4, U( 0111 NQ� k,�;Iil:,i'll li ' Ix `: �. ;, :::r *'., ,"�; x > ,�w �qf: ._�y�y s . f� � � , DRAWING ISSUE r o'. '^ n .,, :,!p< ,(�•"'e,$<N.y., yp ^a,,� w41•. -.fie t "�iR,�V ? ,'4"I • - �'„'>*!} „ i. Ip< 1e $'•f•A,� "a s4„, k`4 1 x'�# i� >4< - .' -�ot a •y>� � a 'Bu.l�';L3a::"$2w,wa;�•.m a•... ., ` - - " N0. DATE I 'OP ISSUED FOR yy�� 3 4qR 02/13/2024 SH TOWN DOB FILING 1 .% ' ^za< 81`,a' <ad.v,- KK�'.^ x ., P_ t F - F-.I il, rj,x". ,; r:.F, a I, `r:,,..*+�„•$•;,. - ".g b�$m:<ra ` - ; 'k a " a k ,�' r r , :,.,, •^a`', .a ..3 ... - .;•<a--'>r<.. 5 •,$WIC' � .,>..va�. , ",l. �. f; ' ,ri-,� �A,, Fa °, 7 : �dt 'Oe4 �a l ;, ab'` ,�f rx'�;a a„ L - p�, ;1 Id 1 I ­1 F.^"�t AAA ,PA Is,` r,� <a e , ;:;v`,` ,i 0 s ,wO, , r ra � 9 10 I I 1 �- a 11 ;,'.,µa" ar 1, '°�,r s',' " .4 e. ..4 ,..~, " DRAWING REVISIONS ., ,..,a,x.;- " NO. DATE REVISION " ' 1, 4 : . ' <: - a. LIIJL "; �_ > f 1 5/7/2024 DEMO CLARIFICATIONS r ` - - .. - ,""»?<' w. ;,,» .s a•nw,,.>,>r. ,. - ,<- <a; ';. ,rti":> &�AI,tu•, "'�_ 4�°A� .z - Z. . ". , ,�] "- .1 I � .°r' 2 5/23/2024 REVISION 1 Q ll ,_° , , ., 4 < . -, I` - _,_-'-. s' ;.1 I 1 a 4 � I If < 3 ' I I <- ,. I , � I ,. $ I; B aW", r � r , "I I , ' 4 I " 10 ,s .e , 11 I 1. §: 11 # $ . : ° �`` , :4�1 ,,,-„ g . 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'° �. � �,� � ->:~, ��a'�<.�=_ . � T. 347-276-6093 E. clay@Isaac-rae.com ABBREVIATIONS DRAWING ORGANIZATION: ARCHITECTURAL MATERIALS SHEET LIST A D GFI GROUND FAULT MON MONUMENT RP RADIANT PANEL IA" WALL HYDRANT A.THE DRAWINGS IN THE SET ARE ORGANIZED AS FOLLOWS: -=� EARTH/COMPACT FILL DRAWING TITLEBAR INTERRUPTER MOV MOVABLE RPM REVOLUTIONS PER WHS WHEEL BUMPER 1. EACH DRAWING IS IDENTIFIED BY THE SHEET NUMBER IN THE Applicant of Record: A AREA D DEPTH GI GALVANIZED IRON MRS MARBLE MINUTE WI WROUGHT IRON LOWER RIGHT CORNER OF OF THE SHEET TtTLEBLOCK. DRAWING TITLE A/C AIR CONDITIONING DBL DOUBLE GL GLASS/GLAZING MRD METAL ROOF DECKING RT RUBBER TILE WM WIRE MESH EXAMPLE:A202 POROUS FIIUGRAVEL SHEET AS ANCHOR BOLTS DC DIRECT CURRENT GP GALVANIZED PIPE MNT MOUNT,MOUNTED, RTE ROUTE WOW WINDOW 1 T LE ABV ABOVE DEG DEGREE GPL GYPSUM LATH MOUNTING RWC RAINWATER WP WATER PROOF(ING)(ED) 1,1, DISCIPLINE:THE FIRST LETTER INDICATES THE DISCIPLINE ��� CONCRETE/STRUCTURAL PRECAST A 1 1/2"=1'-0' ORDER Sheet Number Sheet Name AC ACOUSTICAL DEMO DEMOLITION GPM GALLONS PER MINUTE MTFR METAL FURRING CONDUCTOR WR WATER REPELLENT THAT CREATED THE DRAWING. CONCRETE ACF ACCESS FLOORING OF DRINKING FOUNTAIN GPPL GYPSUM PLASTER MTL METAL S 6\'S WATER STOP 1.2. SHEET NUMBER:THE NEXT NUMBERS"202"INDICATE THE SAND/ARCHITECTURAL PRECAST _ ACM ASBESTOS CONTAINING DIA DIAMETER GSS GALVANIZED STEEL MULL MULLION N'SCT WAINSCOT SEQUENTIAL NUMBERS OF EACH SHEET WITHIN A CATEGORY. �:�� CONCRETE ORIGINAL SCALE MATERIAL 0 DIAMETER SHEET MULT MULTIPLE SAN SANITARY OR SANITARY Wr WEIGHT ® BRICKIBRICK PAVERSISTONE DRAWING IDENTIFICATION 1 T-000 COVER SHEET ACP ACOUSTICAL PANELS DIAG DIAGONAL GST GLAZED STRUCTURAL MWK MILL WORK SEWER WfW WALL TO WALL 2. DETAIL IDENTIFICATION:THE LETTER OR NUMBER WITHIN THE OR NORTH DIRECTION ACT ACOUSTICAL CEILING DISP DISPENSER GST GLAZED STRUCTURAL Se SPLASH BLOCK,SINK THE TITLEBAR FOR EACH ENTRY IDENTIFIES THE ENTRY. TILES DtSTR DISTRIBUTION TILE N BASE XYz REFERENCE SYMBOLS INDICATE REFERENCE TO THE ENTRY CONCRETE MASONRY 2 T-001 PLUMBING RISER DIAGRAM AWT ACCOUSTICAL WALL DIM DIMENSION GVL GRAVEL Sc SOLID CORE UTILIZING THIS DETAIL IDENTIFICATION LETTER OR NUMBER, PARTITION TAG TREATMENT DIV DIVISION GWB GYPSUM WALL BOARD NA NOT AVAILABLE SCH SCHEDULE X"ECT CROSS SECTION BRASSIBRONZE PARTITION TYPE 3 A-001.00 PROPOSED SITE PLAN AD AREA DRAIN DL DEADLOAD NAT NATURAL SCN SCREEN YD YARD B. DISCIPLINES ARE ORGANIZED IN THE FOLLOWING ORDER. (REFER TO PARTITION TYPES FOR ADD ADDENDUN DLV DOOR LOUVER H NEC NATIONAL ELECTRIC SD STORM DRAIN Y.R YEAR B DEFINITIONS ADM ADHESIVE ON DOWN CODE SDG SIDING G GENERAL ALUMINUM ) 5 D-001.00 DEMOLISION PLAN - BASEMENT ADJ ADJACENT DOZ DOZEN HB HOSE BIB NEG NEGATIVE SEC SECTION AS ARCHITECTURAL SITE AFF ABOVE FINISH FLOOR DP DAMP PROOFING HC WAD CONTRACTOR NIC NOT IN CONTRACT SF SQUARE FOOT AD ARCHITECTURAL DEMOLITION ® FINISH WOODWORK AGG AGGREGATE DPR DAMPER HCP HANDICAP NL NAILABLE SFGL SAFETY GLASS A ARCHITECTURAL COLUMN GRID 6 D-002.00 DEMOLISION PLAN - FIRST FLOOR AM AIR HANDLER DR DOOR HD HEAVY DUTY NMT NONMETALLIC SGT STRUCTURAL GLAZED MD MECHANICAL DEMOLITION ROUGH CARPENTRY 7 D-003.00 DEMOLISION PLAN - ROOF AHU AIR HANDLING UNIT DS DOWNSPOUT HDR HEADER NOM NOMINAL TILE M MECHANICAL COLUMN GRID NUMBER ALT ALTERNATE DT DRAIN TILE HOW HARDWARE NRC NOISE REDUCTION SH SHELF,SHELVING ED ELECTRICAL DEMOLITION ALIGN ALIGNMENT DTA DOVETAILANCHOR HH HANDHOLE COEFFICIENT SHT SHEET E ELECTRICAL BLOCKING A 11 COLUMN CENTERLINE 8 A-100.00 PROPOSED PLANS - BASEMENT ALL ALLOWANCE OTL DETAIL HI HEIGHT OF INSTRUMENT NS NEARSIDE SHTG SHEATHING P PLUMBING ALUM ALLUMINUM DW DISHWASHER HDJT HEAD JOINT NTS NOT TO SCALE SHWR SHOWER FP FIRE PROTECTION PLYWOOD/PARTICLE BOARD A AMP AMPERAGE DWG DRAWING HK HOOK,HOOKS SIM SIMILAR 9 A-101.00 PROPOSED PLAN - FIRST FLOOR ANC ANCHORAGE HM HOLLOW METAL O SKL SKYLIGHT GENERAL DEFINITIONS: � HARDBOARD ANOD ANODIZED E HOR HORIZONTAL SL SLEEVE 10 A-102.00 PROPOSED PLAN - SECOND FLOOR AP ACESS PANEL HP HORSEPOWER CA OVERALL SNT SEALANT 1. "TYPICAL"OR'TYP."IDENTICAL SYSTEM COMPLETE FOR THE GYPSUM WALL BOARD ROOM TAG AND NUMBER APPRO APPROXIMATE E EAST HR HANDRAIL OBS OBSCURE SP SOUND PROOF CONDITION NOTED. ARCH ARCHITECT(URAL) EA EACH HT HEIGHT OC ON CENTER($) SPC SPACER ROOM r SPACE DEFINITION 11 A-103.00 PROPOSED PLAN - ROOF ASS ASBESTOS EC ELECTRICAL HTG HEATING OCC OCCUPANTS SPEC SPECIFICATION(S) 2. "ALIGN'INDICATES ACCURATELY PROVIDE FINISH FACES OF BATT INSULATION 1014 ROOMNUMSER ASBC ASBESTOS CONTRACTOR CONTRACT(OR) HTR HEATER OD OUTSIDE DIAMETER SPKR SPEAKER MATERIALS IN A STRAIGHT,TRUE AND PLUMB RELATION TO CPT-1 r FLOOR FINISH 12 A-110.00 PROPOSED RCP - BASEMENT ASPH ASPHALT EF EACH FACE HEAT EXCHANGER OF OUTSIDE FACDE SPL SPECIAL- ADJACENT MATERIALS. RIGID INSULATION AUX AUXILIARY EJ EXPANSION JOINT HVAC HEATING,VENTILATING OFF OFFICE $a SQUARE ',,.. ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN 13 A-111.00 PROPOSED RCP - FIRST FLOOR AVG AVERAGE EL ELEVATION &AIR CONDITIONING O/H OVERHEAD SSK SERVICE SINK 3. 'SIMILAR"OR"SIM."INDICATES COMPLETE SYSTEM AND ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING AWG AMERICAN WIRE GAUGE ELEC ELECTRIC(AL) HWH HOT WATER HEATER OHG OVERHANG SS STAINLESS STEEL COMPONENTS COMPARABLE FOR THE CONDITION NOTED. FIREPROOFING INTERIOR ELEVATION L ANGLE ELEV ELEVATOR HW HOT WATER OWSJ OPEN-WEB STEEL JOIST STA STATION Al GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT 14 A-112.00 PROPOSED RCP - SECOND FLOOR A/V AUDIO-VISUAL EMER EMERGENCY HYD HYDRANT OPG OPENING STC SOUND TRANSMISSION 4. *PROVIDE"INDICATES TO FURNISH AND INSTALL. ® GLAZING TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, AUTO AUTOMATIC ENC ENCLOSE,ENCLOSURE OPH OPPOSITE HAND COEFFICIENT WITHOUT THE EXPLICIT WRITTEN PERMISSION OF 15 A-200.00 EXTERIOR ELEVATIONS D ENG ENGINEER I OPP OPPOSITE STD STANDARD S. 'REFINISH"INDICATES EXISTING SURFACES TO MATCH ENT ENTRANCE OPS OPPOSITE SURFACE STL STEEL ADJACENT FINISHES, FOR CONTINUOUS SURFACES,REFINISH LATH AND PLASTER A4 A411 A2 METROPOLITAN BUILDING CONSULTING GROUP,PC. 16 A-201.00 EXTERIOR ELEVATIONS EOC EVERY OTHER COURSE ID INSIDE DIAMETER ORIG ORIGINAL STN STAINED) TO NEAREST INTERSECTION;FOR ASSEMBLY,REFINISH ENTIRE BCU BLOWER COIL UNIT EP ELECTRICAL IN tNCH(') STOR STORAGE UNIT. ® WOOD FLOORINGWOOD 1 BCJ BRICK CONTROL JOINT PANELBOARD INCIN INCINERATOR F STIR STRCTURAL MILWORK A3 } DRAWING SHEET NUMBER 17 A-300.00 BUILDING SECTIONS BD BOARD EQ EQUAL INCL INCLUDE,INCLUDED, SUBSTR SUBSTRUC LIRE RESILIENT FLOOR �, BEJ BRICK EXPANSION JOINT EQPT EQUIPMENT INCLUDING PERF PERFORATE, SUPT SUPERINTENDENT GENERAL DIMENSION NOTES: rim DRAWING DETAIL NUMBER Project: 18 A-301.00 BUILDING SECTIONS SEW BELLOW ER EXISTING TO REMAIN INFO INFORMATION SURF SURFACE PERFORATED BVLD BEVELED EST ESTIMATE(D) INS INSULATE,INSULATED PERT PERIMETER SW SUSPENDED 1. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF THE CARPET BUtLDINGIWALL SECTION REFERENCE 4452 P e co n i c Bay BF BOARD FEET EW EACH WAY INV INVERT(ELEVATION) pERP PERPENDICULAR SW SWITCH STRUCTURAL GRID,FACE OF CONCRETE WALL,NOMINAL FACE 19 A-302.00 BUILDING SECTIONS err BITUMINOUS EWC ELECTRIC WATER IP IRON PIN/IRON PIPE SIZE PFB PREFABRICATE, SSY YS SYSTEM YARD OF CMU WALL,FACE OF PARTITION SCHEDULED UNLESS _;y I'e'<vl y TERRAZZO SECTION NUMBER Y BLDG BUILDING COOLER PREFABRICATED OTHERWISE NOTED. BLK(G) BLOCKING EWF ELECTRIC WALL FAN J PFN PREFINISHED CERAMICTILE-SECTION 20 A-303.00 BUILDING SECTIONS BM BENCHMARK EXC EXCAVATE PG PLATE GLASS T 2. ALIGNMENT OF THE PARTITIONS AND FINISHES AS SCHEDULED 4452 Great Peconic Bay Blvd, Laurel, NY 11948 B/ BOTTOM OF EXG/EXIST EXISTING JC JANITOR'S CLOSET PKG PARKING SHALL BE STRAIGHT,TRUE AND PLUMB.DIMENSIONAL LAYOUT A300 21 A-400.00 WALL SECTIONS SOF BOTTOM OF FOOTING EXH EXHAUST JF JOINT FILLER PL PLANT/PLANTER T TREAD SHALL BE COORDINATED IN THE FOLLOWING ORDER: METAL STUD-PLAN BOT BOTTOM EX EXPOSED JST JOIST PUM PLASTIC LAMINATE TRM TOILET ROOM STRUCTURAL DRAWINGS,LARGE SCALE DRAWINGS,SMALL SHEET DRAWN BPL BEARING PLATE EXP EXPANSION JNT JOINT PLAST PLASTER T&B TOP&BOTTOM SCALE DETAILS,ENLARGED PLANS AND DETAILS,FLOOR PLANS. WOOD STUD-PUN 22 A-401.00 WALL SECTIONS BRG BEARING EXT EXTERIOR PLF POUNDS PER LINEAR T&G TONGUE&GROOVE Project No.: BRK BRICK EXTV EXTRUDED K FOOT TAB TABULATE 3, MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND NEW PARTITION/FIRE RATED PARTITION J 23 A-402.00 WALL SECTIONS BRKT BRACKET PLS PLASTIC TC TERRACOTTA BUILDING CODE REQUIREMENTS SHALL BE IN ACCORDANCE DETAIL REFERENCE SYMBOL BS BOTH SIDES F KIT KITCHEN PNL PANEL TEL TELEPHONE WITH ANSI/CABO 117.1 1997 AND THE BUILDING CODE OF NEW .-- I R-02 BTU BRITISH THERMAL UNITS KO KNOCKOUT POL POLISHED TEMP TEMPORARY, YORK STATE. GYPSUM WALL BOARD e � 24 A-403.00 WALL SECTIONS BUR BUILT-UP ROOFING FA FIRE ALARM KPL KICK PLATE PR PAIR TEMPERATURE I DETAIL NUMBER BW BOTH WAYS FAI FRESH AIR INTAKE PRF PREFORMED TF TRANSPARENT FINISH 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE I I Seal/Signature: 25 A-500.00 TYPICAL EXTERIOR DETAILS C FFB BD FAERB BRICK L PSCJ PROJECT STRESSED TNR THRESHOLD) STRUCTURAL3LA8,uNLESS OTHERWISE NOTED. ARCHITECTURAL SYMBOLS %` �._. Al 26 A-510.00 WINDOW SCHEDULE FBO FINISHED BY OTHERS L LENGTH CONCRETE TKBD TACK BOARD S. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR BAR SCALE A500 C CENTER LINE FC FAN COIL PSF POUNDS PER SQUARE TKS TACKSTRIP ELEVATION TO FACE OF FINISHED MATERIAL UNLESS NOTED LAB LABORATORY 0 1 2 3 C/C CENTER TO CENTER FCU FAN COIL UNIT FOOT TOM TOP OF MASONRY ABOVE FLOOR-"AFF" 27 A-511.00 WINDOW/SKYLIGHT DETAILS CER CERAMIC FD FLOOR DRAIN LAM LADDER PSI POUNDS PER SQUARE TMBR TERMINATION BARhrIIIIIIIIIIIIIIIIi CHBO CHALKBOARD FUR FOLDING DOOR UM LAMINATE,LAMINATED INCH TOF TOP OF MASONRY 8. CEILING MEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION SHEET DRAWN LAT LATITUDE SCALE: 28 A-512.00 DOOR SCHEDULE AND DETAILS CIR CIRCLE FE FIRE EXTINGUISHER LAV LAVATORY PT POINT,PLATE,PRESSURE TOJ TOP OF JOIST TO THE FACE OF THE SUSPENDED ACOUSTIC CEILING GRID OR CJ CONTROL JOINT FEC FIRE EXTINGUISHER TREATED TOL TOLERANCE FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES,UNLESS CABINET/CASEWORK TAG CK CAULK(ING) CABINET LBL LIBEL PTO PAINTED TOPO TOPOGRAPHIC OTHERWISE NOTED. DOOR SYMBOL \�tsD A/ � 29 A-600.00 INTERIOR ENLARGED PLAN AND ELEVATIONS CLNG CEILING FEC/B FIRE EXTINGUISHER LF LINEAR FOOT PTN PARTITION TOS TOP OF STEEL W ---W- WALL CABINET T` +` LH LEFT NAND 8- BASE CABINET CLO CLOSET CABINET W/BLANKET PV PAVE,PAVED,PAVING TOW TOP OF WALL 7. DRAWINGS ARE DRAWN DIAGRAMMATICALLY AND SCALED 001 LIC LICENSE,LICENSED 27 3 83D- BASE CABINET DIVISIONS � Y 30 A-601.00 INTERIOR ENLARGED PLAN AND ELEVATION CLR CLEAR(ANCE) FF FINISH FLOOR LIN LINEAR PVC POLYNINYL CHLORIDE TPD TOILET PAPER DIMENSIONS INDICATE REQUIRED SIZE,CLEARANCES AND V- VANITY BASE CABINET rr,~� rJ CU CLS CLOSURE FFE FINISH FLOOR ELEVATION PVCP POLYVINYL CHLORIDE DISPENSER RELATIONSHIPS ARE INDICATED BY DIMENSIONS INDICATED. WINDOW SYMBOL BRAC-BASE RIGHT ANGLE CORNER V G 1 LINO LINOLEUM CMP CORRUGATED METAL FGL FIBER GLASS PIPE TPTN TOILET PARTITION BLAC-BASE LEFT ANGLE CORNER 31 A-602.00 BATHROOM ENLARGED PLAN AND ELEVATION PIPE FHMS FLATHEAD MACHINE LLIO KR LOCUKER PVMT PAVEMENT TR TRANSOM & DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY O BSTO-BASE SINK CABINET (� �� try -"A CMU CONCRETE MANSONRY SCREW PWD PLYWOOD ARCHITECT OF ANY DISCREPANCIES IN DIMENSIONS BETWEEN CABINET HEIGHT OR DRAWER QTY. •r 32 A-603.00 BATHROOM ENLARGED PLAN AND ELEVATION UNIT FIG FIGURE LL LIVE LOAD U EXISTING CONDITIONS AND/OR ARCHITECTURAL DRAWINGS AND D3-3 DRAWER z° CO CLEANOUT,COMPANY FIN FINISHED) LLH LONG LEG HORIZONTAL THE STRUCTURAL DRAWINGS. FINISH TAG D4-4 DRAWER ,* I LLV LONG LEG VERTICAL Q D5-S DRAWER 33 A-604.00 BATHROOM ENLARGED PLAN AND ELEVATION �- COLUMN FLCO FLOOR CLEAN OUT LMS LIMESTONE U/G UNDERGROUND -+- COMB COMBINATION FLEX FLEXIBLE LONG LONGITUDINAL QT QUARRY TILE UC UNDERCUT CPT-01 CABINET WIDTH -{ 4t 'h�"kl COM COMMUNICATIONS) FLG FLASHING LP LIGHTPANEL QTR QUARTER UH UNIT HEATER 'I r34- A-605.00 ENLARGED STAIR PLAN AND ELEVATION COMM COMMISSION FLUOR FLUORESCENT LPT LOW POINT QTY QUANTITY UNF UNFINISHED KEY NOTES TAG 3976 b COMP COMPRESSED)(ION) FLR FLOOR,FLOORING UNO UNLESS NOTED WELDING SYMBOL T4�`()F t4 LRG LARGE OTHERWISE "" CIONC CONCRETE FOON FRAMED OPENING FOUNDATION LT LIGHT R UNP UNPAINTED AO-O0' CON CONNECTOR/ FOC FACE OF CONCRETE LTL LINTEL UR URINAL LENGTH&SPACING WELD THROAT SIZE CONNECTION FOP FACE OF FINISH LVR LOUVER R RISE,RISER UV UNIT VENTILATOR RC REINFORCED CONCRETE APPLIANCE TAG CONST CONSTRUCTION FOM FACE OF MANSONRY M RS REINFORCING STEEL v 1 44 3@ 2 11B WELD NOTE CJ CONSTRUCTION JOINT FPL FLOOR PLATE CONT CONTINUOUS, FOS FACE OF STUDS RA RETURNED AIR CONTINUE(D) FR FRAME,FRAMED, MAINT MAINTENANCE RAD RETURN AIR RADIUS WELD TYPE < CONTR CONTRACT(OR) FRAMING MAS MASONRY RBR RUBBER V VOLT FLOORING MATERIAL TRANSITION BELOW LINE=ARROW SIDE COORD COORDINATE FP FIREPROOF MATL MATERIAL RST RABBET VAL VALIDATION ABOVE LINE= ND SIDE CORR CORRUGATED FRT FIRE-RETARDANT MAX MAXIMUM RCP REINFORCED CONCRETE V0 VYNIL BASE -�-- WELD ALL AROUND CP CLAY PIPE FT FOOT(') MRF 1000 BOARD FEET PIPE VCP VITRIFIED CLAY PIPE CPG COPING FTNG FOOTING MBR MEMBER RD ROOF DRAIN VCT VINYL COMPOSITION TILE NORTH ARROW REVISION SYMBOL Date: Scale: C CPR COPPER FUR FURRED,FURRING MC MECHANICAL REF REFERENCE VENT VENTILATOR0 _ G CPT CARPETED) FURN FURNITURE CONTRACTOR(OR) REF REFRIGERATOR(ED) VERT VERTICAL AN (� AS NOTED REVISION N0. , +i D CR COLD ROLLED FIX FIXTURE MDF MEDIUM DENSITY REG REGISTER VEST VESTIBULE v DrawingTitle: CRS CASEMENT MECH MECHANIC, REINFORCED(ING) VIF VERIFY IN FIELD FIBERBOARD REINF REINFORCE, VF VINYL FABRIC ( OQ CSMT CASEMENT (� BENCHMARK OR FLOOR ELEVATION � CS COUNTERSINK MECHANICAL REQ REQUIRED YIN VINYL 1 CST CAST STONE G GAS MFD MANUFACTURED RET RETURN RESILIENT Vi VOL V-JOINT UME(ED) - F , 7 r �� 20�� COVER SHEET IQ, CT CERAMIC TILE GA GAUGE IJ E, MFG MANUFACTURING REV REVISION(S),REVISED VWC VINYL WALL COVER CTR COUNTER GALV GALVANIZED MFR MANUFACTURER RFG ROOFING DIMENSION POINT REVISION CLOUD T_ CTSK COUNTERSUNK SCREW GB GRAB BAR MGR MANAGER RFH ROOF HATCH W p GC GENERALCONTRACT(OR)MH MANHOLE RFL REFLECT(ED),(IV),(OR) a Drawing NO.; � CULV CU CU LVERT GCMU GLAZED CONCRETE E'c-IIIc4,rl° Ds�fsnr`Tnnt C MIN MINIMUM RH RIGHT HAND W WIDEIWIDTH > N CV COLD WATER MASONRY UNIT MIR MIRROR RIM RIM(ELEVATION) W/ WITH NOTE:INDICATES FINISHES SHALL ALIGN To,i;t� of SCa4.acz c!d g C CW GOLD WATER GO GRADE,GRADING N D BASE CWS COLD WATER SUPPLY MLDD MOLDING, RM 00 MARKER BOARD RL (M G) WC Wwe ATER R CLOSET N CY CUBIC YARD GF GRANULAR FILL LIG GFGI GOVERNMENT MMB MEMBRANE RMV REMOVE WCO WALL CLEAN OUT IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII -11 FURNISHED MO MASONRY OPENING RO ROUGH OPENING WD W000 LN GOVERNMENT INSTALLED MOD MODULAR ROW RIGHT OF WAY WF WIRE(D)GLASS CEILING MOUNTED COMBINATION IIIIIIIIIIIIIII SMOKE/CARBON MONOXIDE DETECTOR I U00 SC . __. _. - NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 02/13/2024 SH TOWN DOB FILING 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 5/7/2024 DEMO CLARIFICATIONS 2 5/23/2024 REVISION 1 3 4 5 6 7 8 9 10 PLUMBING NOTES 11 MASTER BATHROOM 12 NOTE:AS PER THE PLUMBING CODE,ALL SHOWERHEADS,PRIVATE LAVATORY I I THIS APPLICATION IS APPROVED ONLY FOR WORK FAUCENTS AND WATER-CLOSETS SHALL MEET THE SPECIFICATIONS INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL REQUIRED FOR THE WATER SENSE PROGRAM LABEL AND SHALL BEAR SUCH 814" (— LABEL,OR SHALL BE APPROVED IN ACCORDANCE WITH THIS CODE. — — --I} Ir TO BE CONSIDERED AS EITHER BEING APPROVED OR IN OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ALL HOT AND COLD WATER LINES TO BE INSULATED AFTER INSPECTION 1 HW r 3!a' v'z"' 1/2"' 1i2°Ir v2° NEW 11 NEW I I NEW I 11 I NO PLUMBING WORK SHALL TAKE PLACE BEYOND THE SCOPE OF WORK 1"CW WC 1/2" LAV 1/2" LAV 112" NEW OUTLINED IN THE PLANS. ( 1/2" 1 L W SHOWER 77 MAXIMUM FLOW RATE OR QUANTITIY I TUB LAVATORY,PRIVATE-1.5 GPM AT 60 PSI HAND-HELD SHOWER HEAD-2.0 GPM AT 80 PSI SINK FAUCET-2.2 GPM AT 60 PSI WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE OR SECOND FLOOR EQUIVALENT DUAL FLUSH Designer: INSTALL A SPRINKLER SHUT-OFF VALVE INSIDE THE HOUSE FOR FUTURE I I S AA C RA E SEPARATE USE WITH EXISTING WELL WATER GROUND FLOOR WIC GROUND FLOOR W/C GROUND FLOOR W/C PROPOSED POWDER ROOM PROPOSED KITCHEN PROPOSED LAUNDRY RM. 430 Main Street Greenport, NY 11934 GROUNDFLOOR T. 347-276-6093 E. clay@isaac-rae.com I I I HERS 314" _ _ _ _ DISHWASHER DISHWASHER W ill CW — — — — — — — I — — 1"HW 1/2" — — 3/4" NEW 17/12' NEW 1/2" — — — —1/ I — 1j28 — — — 1I — — — - I— — 1 z, — — 1/2"'' 1/2 1/2"' — — — —1/2" SINK 1/� 1/2" — — — — — -�- — —I — — — — — — — — — — Applicant of Record: I NEW I NEW I ( NEW I NEW I NEW I NEW 11/2" 11!2" 11/2" I WLER �- NEW I WC LAV I LAV WC 1112 NEW NEW WC 1 I LAV I, LAV WC 11�IR"SHOWER �1�/2L �SHOWER SHOWER 77 IL/� GROUND FLOOR II �I HOT AND COLD WATER RISER n HOT AND COLD WATER RISER DIAGRAM ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ham— PROPOSED VENT STACK METROPOLITAN BUILDING CONSULTING GROUP,PC. I I MASTER BATHROOM Project: d" 4452 Peconic Bay I I I I I I I I WC I LAV I LAV I I 1l2� i� !� SHOWER 4452 Great Peconic Bay Blvd, Laurel, NY 11948 �J 1 1/2" TUB 11 1/2" I I I I I SECOND FLOOR 4 Project No.: I R-02 I 1 a.. Seal/Signature: I GROUND FLOOR W/C GROUND FLOOR W/C GROUND FLOOR W/C PROPOSED POWDER ROOM PROPOSED KITCHEN PROPOSED LAUNDRY RM. GROUND FLOOR - - - - - - - - - - - - - - - - 1 I I I I I I I d" 1 1/2" d" 1 1/2" 1 1/2" 4,, 1}/z" 1 1/2" 4" 1 1/2" 1 }12" d" 1 1l2" 1 1/2" W HERS r-D ARo� 1 4" 1 I I I I I NEW I NEW SINK I SINK DISHWASHER DISHWASHER I WASHER I I WC i LAV I WC LAV I WC I LAV I LAV WC I I G s I I SHOWER 1 � I SHOWER 1 1I rJ TUB 1 I �Q �� 1 11 1/2" I 11 1/2" 1 ar I I 1 1/2" I I I I I I I I GROUND FLOOR - - - 97 PROPOSED CLEAN OUT F N� I PROPOSED SANITARY WASTE LINE TO SUFFOLK COUNTY APPROVED SEPTIC SYSTEM. REVISED SANITARY RISER DIAGRAM 05/23/2024 Date: Scale: C 1/2" = V-0" AS NOTED n Drawing Title: 00 PLUMBING RISER DIAGRAM co �r N Drawing No.: 0 N N N U7 NOTES DRAWING ISSUE NO. DATE ISSUED FOR GENERAL NOTES : 1 NAILING SCHEDULE 2020 NYS RBC & 2018 IBC PLAN CONTENTS: 2020 NYS RBC & 2020 SUPPLIMENTAL 2 DESIGN CRITERIA 2020 NYS RBC & 2018 IBC 3 C014STRUCTION NOTES: WIND FRAMING NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R SEE OCCUPANT LOAD CALCULATIONS ON A101.00 AND A102.00 4 1). RIDGE-TO-RAFTER ASSEMBLY: NAIL NAIL BUILDING USE SINGLE FAMILY RESIDENTIAL DWELLING 5 1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION QTY. SPACING NOTES BUILDING HEIGHT 28' -0" 6 WORK AND CONSTRUCTION MEET THE REQUIREMENTS OF THE 2020 When a collar tie is used in leu of a ridge strap, the number of 1 Od common nails required RAFTER TO W WALL:3-8d COMMON EACH 7 NEW YORK RESIDENTIAL BUILDING CODE AND 2018 INTERNATIONAL in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION SEE PLANS 8 BUILDING CODE. 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8' WALL: 3-8d COMMON EACH 9 2. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS (DO TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL 10 NOT SCALE DRAWINGS). Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in DESIGN CRITERIA 2020 NYS RBC + 2020 SUPPLIMENTAL BUILDING CODE 11 accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 12 3. REFER TO THE: WINDOW AND DOOR SCHEDULE FOR EXTERIOR or trusses shall be attached to the wall top plate and the wall top plate shall be attached to PARALLEL RAFTER WFCM - SBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OPENINGS. the to the wall stud with uplift connections. Roofs overhanging the rake side of the building CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DRAWING REVISIONS 4. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING PLANS shall be connected with uplift connections in accordance with table 3.3c. OVER PARTITION WFCM - SBC LAP NAIL 5. REFER ARCHITECTURAL DRAWINGS FOR BUILDING ELEVATIONS No. DATE REVISION INCLUDING SLAB AND FINISH FLOOR ELEVATIONS 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE 1 Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL DESIGN LOAD CALCULATIONS 40 2 6. 130 MPH WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT p the (LIVE LOADS PSF) DECK 3 DURING CONSTRUCTION. accordance with table 3.3b. When wall studs above do not fall in line with studs below, a BLOCKING 2 -8d COMMON EACH TOE studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER END NAIL 2020 INTERNATIONAL ROOF (GROUND SNOW LOAD) ASCE FIG. 7-1 20 4 accordance with table 3.3. BUILDING CODE/ ROOF LIVE LOAD ASCE FIG. 7-1 20 5 FOUNDATION NOTES: RIM BOARD 2 - 16d COMMON EACH END ( ) 6 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL STAIRS 40 7 1. THE GENERAL. CONTRACTOR AND MASON TO REVIEW PLANS, First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift GAURDRAILS (ANY DIRECTION) 200 8 ELEVATIONS, DETAILS AND NOTES TO DETERMINE INTENDED HEIGHTS connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: NAIL NAIL 9 OF FINISHED FLOORS ABOVE GRADE. foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION QTY. SPACING NG NOTES EXPOSURE CATAGORY (DESIGNED FOR CAT.C) 10 2. GENERAL CONTRACTOR TO RETAIN SURVEYOR TO SET OR VERIFY the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the 11 DATUMS AND FINISHED FLOOR ELEVATIONS bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 12 3. DRAINAGE AS REQUIRED BY HALL MEET THE REQUIREMENTS OF THE p g pROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 2020 INTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT 4 - 16d COMMON JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE THIS APPLICATION IS APPROVED ONLY FOR WORK DEPARTMENT OF STATE 2020 NEW YORK RESIDENTIAL BUILDING CODE INTERSECTIONS EA. SIDE NAIL INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL AND 2018 INTERNATIONAL BUILDING CODE STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: 2 - 16d COMMON ym.: TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 4. ALL FOOTINGS MUST REST ON APPROPRIATE BEARING MATERIAL SEE STUD O.C. NAIL FIRE PROTECTION STRUCTURAL ENGINEERS DRAWINGS FOR ADDITIONAL DETAILS Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior SEE FLOOR PLANS attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS %CO/sM 5. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER ALONG EDGES NAIL TRUSS DESIGN N/A - STRUCTURE TO BE INSTALLED WITH #5 RE-BAR , MIN 18" LONG AT 12"O.C. edges and 10" o.c. in the field shall be in accordance with the length requirements specified TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END ENERGY CALCULATIONS RESCHECK MIN EMBEDD TO BE 9" USE APPROVED EPDXY FOR ANCHORING in table 3.15a-b. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL 6. UNLESS OTHER WISE NOTED, ALL SLABS ON GRADE TO BE 4000P.S.1. BOTTOM PLATE To: 6 . TYPE II EXTERIOR SHEARWALL CONNECTIONS: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Designer: CONCRETE TO BE POURED AT MIN 4" THICK SAND OR GRAVEL FILL WITH ) FLOOR JOIST, BAND JOIST, - 16d COMMON Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FOOT SEE NOTE: 1,2 GROUNDWIND SEISMIC FROSTWINTE ICESHIELD FLOOD 6X6 WIRE MESH REINFORCING. SLAB THICKNESS N BE MIN 5" THICK. length adjustment factors in table 3.16. END JOIST OR BLOCKING SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGNUNDERLAYMEN I SAAC - RA E 7. ALL FILL TO BE COMPACTED TO 95% RELATIVE DENSITY AT 6" MAX LIFTS (MPH) CATEGOR DEPTH LOAD 8. CRAWL SPACES TO BE PROVIDED WITH MIN. 24"X24" ACCESS OPENING. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: _- 430 Main Street Greenport, NY 11934 9. UNCONDITIONED CRAWL SPACES TO HAVE 8X16" CAST IRON Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when JOINT DESCRIPTION NAIL NAIL NOTES MODERAT SL(G'rl"( TO TEMP. REQUIRED HAZARDS FOUNDATION VENTS FOR EVERY 150 SQFT OF AREA interior shearwalls are used. Sheathing and connections shall be in accordance with QTY. SPACING 20 LBS. 130 B SEVERE 3 FT. TO HEAVY MODERAT 11 NONE - T. 347-276-6093 E. clay@isaac-rae.com 10. DAMPPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS 3.5. 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE REQUIRED BY 2020 NEW YORK RESIDENTIAL BUILDING CODE AND 2018 SILL, TOP PLATE OR GIRDER 4 ' 8u COMMON JOIST NAIL INTERNATIONAL BUILDING CODE A 6 MIL POLYETHYLENE FILM SHALL BE 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: BRIDGING EACH TOE Applicant of Record: APPLIED TO THE BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO Header and/t)r girder connections shall be attached with uplift connections in accordance TO JOIST 2 -8d COMMON END NAIL BACKFILLING with table 3.5. Window sill plates shall be have steel connectors in accordance with table BLOCKING EACH TOE 2- 8d COMMON TO JOIST END NAIL FRAMING NOTES 9). CATHEDRAL CEILING ASSEMBLY: --- ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING L 3- 16d COMMON EACH TOE anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 1. ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE p p g AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 2020 NEW YORK RESIDENTIAL BUILDING CODE AND 2018 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 4 PERIMETER EDGE ZONE 8d COMMON @ 6 O.G. COMMON attached Wit,'1 the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL @ 6" O.C. SEE NOTES:1,3 INTERNATIONAL BUILDING CODE. --- JOIST ON LEDGER PER TOE INTERIOR ZONE 8d COMMON @ 6" O.G. 8d COMMON @ 12" O.C. SEE NOTES:1(BOTH FIELDS) 2. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2, INSULATION TO BEAM 3- Lid COMMON JOIST NAIL NOTE:2 FOR PANEL FIELD OR BETTER, UNLESS OTHERWISE NOTED ON THE PLANS -- GABLE ENDWALL RAKE AND RAKE TRU 8d COMMON @ 4" 0. 8d COPJINION 4" O.C.3. INTERIOR METAL FRAMING SHALL BE 18 GAUGE OR BETTER UNLESS - BAND JOIST 3 - 16d COMMON PER END @ SEE NOTES:1,3 OTHER WISE NOTED ON THE PLANS 1. INSULATION TO MEET OR EXCEED NYS ECCC 2020 ENERGY CODE 2020 IBC AND TO JOIST JOIST NAIL AL CODE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 4. FLOORS, WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16 BAND JOIST TO: PER TOE NAIL 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING 2 - 16d COMMON INCHES O.C. UNLESS NOTED SILL OR TOP PLATE FOOT SEE NOTE: 1 1 For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 5. UNLESS OTHERWISE NOTED , ALL BEARING WALL HEADERS TO BE 2 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER )• g p g � g ( ) 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER ROOF SHEATHING: the 4 foot perimeter edge zone attachments required shall be used. 2X10 #2 + BTR. DOUG. FIR.BEARING WALL HEADERS TO HAVE (2) JACK 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATERNAIL NAIL STUDS AND 2'. FULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. JOINT DESCRIPTION QTY. SPACING ) spacing g g ( ) 2 . Tabulated 12 inch o.c. nails acin assumes sheathing attached to rafter/truss framing members with G>0.49. 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER LVL HEADERS TO HAVE (3) JACK STUDS AND (2) FULL LENGTH STUDS 7. SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. AS PER TABLE 3.8 For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ON EACH SIDE OF OPENINGS. BEARING WALL WINDOW SILLS SHALL STRUCTURAL PANEL 8d ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY ALSO HAVE (21) WINDOW SILL PLATES FOR 2X4 WALL OPENINGS WFCM - SBC ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU REQUIRED INSULATION AS FOLLOWS 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR BETWEEN 4'1 AND 6'0 AND 2X6 WALL OPENINGS BETWEEN 511 AND 8'9. CEILING SHEATHING: framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. PROVIDE FIRE AND BLOCKING WHERE APPLICABLE. CEILINGS : 4" SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 per inch. NAIL NAIL 6. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY p JOINT DESCRIPTION WITH ROCKWOOL R23 5-1/2" for total of R49 QTY. SPACING WALL SHEATHING REQUIREMENTS FOR 130 MPH WIND ZONE GALVINIZED HANGERS AND ANCHORS WHERE APPLICABLE TO ALL O.C. EDGE SPRAYED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. GYPSUM 7 Project: 5d COOLERS CONNECTING JOISTS. WALLS: 3" SPRAYED SPACING NAIL SPACING AT INTERMEDIATE NOTES RS SHEATHING LOCATION 7. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 WALLBOARD 10" O.C . FIELD FLOORS: 3" SPRAYED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4452 PeCO n IC Bay FLOOR JOIST AND UNDER BATHTUBS.FLOORS TO HAVE CERAMIC TILE SEE NOTES: 1, 3 ( BOTH FIELDS) INCH. WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 WALL SHEATHING: 4' EDGE ZONE 8d COMMON @ 6" 0. . 8d COMMON @12" O.C. INSTALLED SHALL BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS NOTE: 2 FOR PANEL FIELD 4452 Great Peconic Bay Blvd, Laurel, NY 11948 NOTED ON PLANS. SLABS 3 EXPANED POLYSTYRENE INSULATION FOR R12 JOINT DESCRIPTION NAIL NAIL QTY. SPACING INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 8. 7). PROVIDE 2 - 1-3/4" THICK MICROLAMS ( HEIGHT TO MATCH FLOOR PLUMBING NOTES STRUCTURAL AS PER TABLE 3.9 NOTES Project No.: JOISTS) AROUND STAIRWELL AND/OR OTHER ACCESS OPENINGS PANELS 8d COMMON WFCM - SBC IR-02 UNLESS OTHERWISE NOTED {TYPICAL). 1. All water supply, drainage and venting to be installed as per 2020 NYS RBC & 2018 IBC/ , and shall meet Suffolk County Health Department requirements as stated on 7/16" OSB 3•' O.C. EDGE 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 O.C.. USE SOLID septic permit PLYWOOD 6d COMMON 6.. O.C. FIELD requirements shall be used. seal/signature: BLOCKING IN FLOOR JOISTS UNDER ALL BEARING WALLS. 2. Verify septic system with the Engineer for Suffolk County Health Department GYPSUM 7•• O.C. EDGE 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing 10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. approval. WALLBOARD 5d COOLERS 10" O.C . FIELD members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be INSTALL DRAFT BLOCKING AS NEEDED. 3. 3). If wall studs, plates or joists are cut out during installation for any plumbing related reduced to 6 inches o.c. 11. UNLESS OTHERWISE NOTED, ALL ROOFS AND WALLS TO HAVE A work,provide adequate bracing and plates to protect and secure the structure. Verify FLOOR SHEATHING: 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for ""''` MINIMUM 1/2" THICK, 4-PLY FIR CDX EXTERIOR SHEATHING GRADE NAIL NAIL common nails. �iR�DApc PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS. with the state code and manufactures recommendation for maximum hole size and JOINT DESCRIPTION 12. UNLESS OTHERWISE NOTED USE 3/4" THICK T&G FITS FIR OR spacing permitted QTY. SPACING 4). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 0.,5 G y ADVANTECH PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE STRUCTURAL PANELS 8d COMMON 6'• O.C. EDGE 5). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED 1" OR LESS 12" O.C. FIELD ,c HVAC SYSTEM NOTES 6). INSTALL 1 - Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER 2020 IBC/ �_ � r NOTES: OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. 1). Mechanical subcontractor is responsible for adhearin to all applicable codes and safety FIREBLOCKING NOTES 13. ALL BATHROOM WALLS TO HAVE 5/8" THICK MOISTURE-RESISTANT ) p g pp y Tu�CG NIr1T�C ARC r1Nll V Tr) PIZ RI=�GRR�n Tnol� AA�NITIr1NIr:n INI �. SHEETROCK. requirements. 1). Nailing requirements are based on wall sheathing nailed 6" on-center at 3976� �Q 2 HVAC subcontractor is to full coordinate all system the panel edge. If wall sheathing AS REQUIRED BY CURRENT 2020 IBC- FIREBLOCKING REQUIRED 14. 1 HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 5/8" TYPE X ) y y em data and requirements with the g g is nailed 3" on-center at the panel edge to FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL)AND TO SHEET ROCK ,AND TO MEET ANSI/UL 263 AND UL DESIGN NO. U419 equipment supplier. obtain higher shear capacities, nailing requirements for structural members FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. - 15. 2 HR FIRE RATED ASSEMBLYS TO HAVE TWO LAYERS OF 5/8" TYPE X 3). HVAC subcontractor to provide final system layout drawing / shop drawings and submit it to shall be doubled, or alternate connectors, such as shear plates, shall be FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS SHEET ROCK .AND TO MEET ANSI/UL 263 AND UL DESIGN N0. U419 the General Contractor and owner for final review and approval. used to maintain load path. 1�. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS. pp CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET. BATTS OR 16. ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER ELECTRICAL NOTES: 2). When wall sheathing is continuous over connected members,the tabulated BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS SHIELD, HENRY BLUE SKIN OR APPROVED EQUAL. number of nails shall be permitted to be reduced tot - 16d nail per foot OF STUDS OR STAGGERED STUDS. 17. ALL FLAT ROOFS TO BE APPLIED WITH AN EPDM 6MILL MATERIALS 1). All electrical to be installed as per 2020 NYS RBC & 2018 IBC/ 2). AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP Date: Scale: 2). All electrical work shall be approved by a qualified Underwriter. CEILINGS AND COVE CEILINGS. AS NOTED 75 18. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE 3). IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER Drawing Title: PRESSURE TREATED. SILL PLATES TO BE INSTALLED WITH FOAM SILL 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. GENERAL NOTES o GASKETS AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. by current 4).AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE FREE PASSAGE OF FLAME AND 6o N.Y.S. Residential Construction Code. PRODUCTS OF COMBUSTION. 0 5). RECOMMENDED FIRE BLOCKING PRODUCTS BOSS 814 OR APPROVED EQUAL TO MEET ASTM E-814(UL 1479) V Drawing No.: N rf _GENERAL NOTEE1 co O NOTES GENERAL NOTES: DRAWING ISSUE 1. DEMOLITION DRAWINGS ARE INTENDED TO SHOW CONDITIONS THAT ARE EXPECTED TO OCCUR. CONTRACTOR MUST VERIFY SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWN/ N0. DATE ISSUED FOR 1 02/13/2024 SH TOWN DOB FILING SPECIFIED AND ACTUAL CONDITIONS. 2. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ANSI A10.6"SAFETY REQUIREMENTS FOR 2 DEMOLITION"(PUBLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE)AND ALL OTHER APPLICABLE CODES 3 AND REGULATIONS, IN ADDITION TO THE SPECIFICATIONS IN THE CONTRACT DOCUMENTS. 4 3. CONTRACTOR SHALL. BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND SHALL PAY ALL FEES REQUIRED FOR, ENCROACHMENT,GRADING, DEMOLITION AND LEGAL DISPOSAL OF MATERIALS AS REQUIRED BY 5 PRIVATE, LOCAL AND STATE JURISDICTIONS. 6 4. CONTRACTOR SHALL. BE RESPONSIBLE FOR OBTAINING NECESSARY SITE INSPECTIONS TO CONFIRM THE EXTENT AND 7 CONFORMANCE OF THE DEMOLITION WORK WITH THE CONTRACT DOCUMENTS. 8 5. CONTRACTOR MUST MAINTAIN A CLEAN, SAFE PROJECT SITE AT ALL TIMES. 6. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION. „„ ... ._ _ ... ., _ -_ , ..... .....�...........".--�....�..:...-�...,..I.-..,..-.1.�..-.�--:-........,.-7�--',t�r.:::iI:;iI::t�:4-.i:i:t-:..:.::::.iiiiiii:.--..:---�-�.-.�-II--�-�4.:.1ii��::I.ti..:.--.�----.-�.�.Iii-:::i:::.-.:iI.a:.ii.I...!-.;1.....�..........,..I-....:...-,...,.................-......-...i...........-....-.,......,....I.......--..�..;-......--./...�..::-�...�.I.....:.:�:�.1::�:i::..�:�.I--.-..�:.ii.�..I.I..:..�I..�......-..........��..................I.........I.....-..............��.........-....:::::�.ti..II.II:iIIz:::..Ii-.�:t::iii:::�.��-....-.i::::q.:..-.IIti..I.t::I�::..-...��..-,.....--.I-.:,I:...Ii II.:....iii:4i.:::..�...-..:-:�:::.t::.iiI.:::..::....:I.-�.......I.-.�-.-....I.-..-..I.�.I....-......-...-...-.....:�.-.:�.I.--.-..-..-....i�.:::i;:.I::i!i:::ttii:::4i..t�.t..........-.-t.::t::I,.:.....::...�..�.........-.�.,�i..�..:::�:::-:..:.::::::::....................��...-.�...-.�.�--��..-.it..:t::.ii..I-.-..�iI:i.II.�..:.iz:;Iii::I-.--�.-..-L..�ii...�.::�I..I.I::��....--.-1......-.....I..--...-....-.�--.-.-.......I..-::;....:..ii::i�....iii:....I...'...-.'....-....i...........�.....Ii.::..i.T.:...i::.-....-...�..�..1I..I....-...1........-.-......�.i..I.......�-.:.III.t:::.t i..-;:.::.�:.t.1I-..-.-...I..I:.:t.7.-.�..1...-...�..-..-..........��.......�........��...I......--.-.II..:..I.i::i...iiii.Ii:.:.iIi........-...�...::::�:..i....I-....-....:I.:::...=.1.....�.-..-...-..�-.-..�.-.-.-�.�-�.-.I..:I.��.....�.........II..I::t..::�.:.:..-.�..I-1-�I-.�:..::.:I-...7-I...�.��.��r'I.L 7. REMOVE ALL WINDOWS AND DOORS. .,\.,/.\/::...I,,/.�\�,,,I,�I,,x\:I�I� . ....... : .. 10 8. REMOVE ALL EXTERIOR FINISHES. _. J _ . 9. REMOVE ALL EXISTING PARTITIONS SHOWN DASHED, INCLUDING ALL MECHANICAL, ELECTRICAL,AND PLUMBING . r ... 13'-8 FIXTURES THEREIN UNLESS OTHERWISE SPECIFIED. _....._. ,J: ....... ... ..... ...,. . ........ .......... . .. ............... ... ... .. c .................... . ..,. ...... ....... .... .. 10. CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF SELECT CEILINGS, FURRING STRIPS AND FASTENERS DOWN TO "' - :'" -' -" - - ' EXPOSED STRUCTURE. t / _ DRAWING REVISIONS _ . ! . EIEOSV IS 11. G.C. IS RESPONSIBLE: FOR LOCATING/COORDINATING ALL EXISTING UTILITIES PRIOR TO EXCAVATION.ANY ; -- -- -. - - OBSTRUCTIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMPLETION OF THE WORK. A:........ .,... ........ .. ..... RAL DRAWINGS. PROVIDE TEMPORARY SHORING AS NEEDED. . 12. COORDINATE ALL DEMOLITION WITH STRUCTU G __, _. - - -- - 13. THE CONTRACTOR SMALL BE RESPONSIBLE FOR PROVIDING TEMPORARY SHORING FOR THE PARTIAL DEMOLITION OF j - -- -- - - ' 1 5/7/2024 DEMO CLARIFICATIONS i o. ANY STRUCTURAL ELEMENT. SEE STRUCTURE. / . : /� /..... 'F\'\\ i f -. , ...14. ALL PLUMBING FIXTURES TO BE REMOVED FOR RELOCATION/REUSE. , : , , : : 1> ,j/ `' 3 - I ' . ._ \\ / \ � 4 - - - . .. - / . /\ \ / C \ \\ \ 5 \1 DEMOLITION GENERAL NOTES . . \ \ : - 6 - - . /\ \ _ . . . . : 8 : ... - \ \ - : \% \ / '\ 9 X .. - S - . \E ISTING LAB/ !' 10 -_ - - . DEMOLITION LEGEND: „ RJ M ,TO A N `, i „/ .> . : PORTIOIJ OF EXISTING FOOTING ............. ! I B . . O P. \TO E REM VED, TY / \ , THIS APPLICATION IS APPROVED ONLY FOR WORK EXISING EXTERIOR WALL TO REMAIN 195 LINEAR FEET - '` J Fr', / " PLICATION SPECIFICATION SHEET. ALL ... INDICATED ON THE AP .... ..: ..... . \'`, / . i OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR - - ------. . _ - ._ ; . . _- - --- \ Y\ _. . -/ - - - G 10"C M r \ - TO BE CONSIDERED AS EITHER BEING APPROVED OR IN l EXISTING EXTERIOR WALL TO BE 48.5 LINEAR FEET _ , \ / \ PORTIOIJ OF EXISTN U .. W L P „ L - - - - J A LTOBEREMOVED, TY . >.. /`1, / `�' 3'- REMOVE ...... .... .. . ...... .. .._, ...... I.... . .... .. ... . - - - -- - - - = - - --. - - - - - - - , / r \ / / / /. 2„ , . . __ _. _. i i - , , / i EXISING SLAB TO REMAIN 1,456SQFT ,. .-.: . . .. ..-.-... .. - - - - - - - -- - - - - - - - - - - - - - - - - - - _ _ _ - - - - - - - - - - - - - - 26 . ..... .,.. .. .. - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , _ \ : - - - - -\ - - - - 1 r - - - v I' I r _ - \ I _ \ \ r `/ EXISING SLAB TO BE REMOVE 244 SQFT \ , \ \ \ r ' `\ Designer: \ �� �: ........ 0 ....... _ - \1 I � \ \ ... I \ , \ . . . ..... / \ .... _ ,. II , \, , I , , I SAAC RA E \\ \ ,\ \ \`\ \ \\ \ / �/ , ......... ... . -- - . \ \' z ;/. , . . 430 4 \ \ \ i; r.; \ \ �\, po 1193\ \ Street Green \ \ �'' Main rt NY xl - T 347 276 6093 E cl aac rae - - - I I 1 I \ \ \ \ \ / /�' , \ ' /\ Y@ i STING SLAB \/ �� \/' I" E ND o I I TO BE REMOVED` \ \, / DEMOLITION LEG . _ :_:. I \\ , \ \ I n - , n -- \ \ \ \ f % j\ / , I \ \ \ \ \ ' \ . I \\ // /\ \/' \ >' 1/4 1 0 I \ \ \ \ \ k k r . \ , . \\ \ \ \ \. \ \ V % / \/ \ \ . \ \ \ / \/ \ \ pp ccant of Record \ T. n \ , .. .......... .,,. .,,,. 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I"II"I...1\\\.:.:iii:i:::Iii7:i:�i:T:7:.;:t:::tt::..i:,.,I.,.1\,I I..::.�:::;:�.�;;.!t..I::t.:...:IIii.::::.�./...�0.0...I.....I..�... ',,\�I�..��..�.'.,...�/,..,....I-....-.I,1..��I../...,.-,..7 I....,....I..\../.,...I I�-,,e�.I,\.x 11/"�- . . , .. I - - - - - - - \ \ ! \ / /\ \.\ / /' / : 1 --i 1I.',��,I..\....,II-I�...-I�.A.III.-!�....S....-..�...�.I._.,'.\.,/.4. - \ ' f\ .......--I....-..-.--I�I1s/I���I. ......[-.I- /.i:.t:.iI.1ii.I..:t:..;tt:t:t�:::tt.II:tt..I-!iiiII.iI.�.t.II:� I...-.--.I...-.-..*-.�.�..../e.:.:...i.I...:.:IIII.-��. , . . , \ . TEMPORARY WALL O SUPPORT , . I \ \ ;\\ '\ -' \' \ FLOOR JOIST:ABOVE, TYP , . I I I / /�, / ,\ „ , p \ ' �\ f J I , . , \ \\ ern - - T- -1 ^ -'..r -� -i, \ ... . - - - , /, ,\ , \ \ r /\ , .. ... ... , ,/, , I / I �, I a,/ I I/� d / - EXISTING LALLY COLUMN AND \ r., ;' y! \\ , \ / \ \ \, :/`' FOOTING TO REMAIN ; ,' \ \/ /\ / ' / \ r r >. \ . " EXISTING SLAB _\ . PORTI : \ _ _-.x- ON OF EXISTING 10 C.M.U. / \ \ \. \ \ - O MAIN WALL TO BE REMOVED I / / '' \ XI I \ , \ \,i \% T ,R \ ;\ \ a E ST NG STAIR TO BE REMOVED " / / \\ / • ;, r ' \f \/ / / I , , , , \ . \• . , f' l f : , \ , PORTION OF ` / / /\ �.' \\ \ O SOIL TO BE REMOVED I I \\ \\ \. \, ' ',\`I' \\, "\ \ .` ' I. \ `\ / r `\/\'' \ \ \ \ \ \1, \ \'\ ', \' `,/ / \\ ALL DESIGNS AND OTHER DISCLO RE I : i' \ \\\ \" / ° > " , \.,', r \', ARE THE PROPERTY OF METROPOL TAN UILD NGTCONSULTING /...i.::::t..!:::i.z::.::..::::::I.:.:IiI-.!:::..1:1:::.:ii.II:!:::::I:I FD0 lt A1N-4 \/ \\ ! ' `\, • *\ •' G LA \ \ r/ \ > \ \%` \` \ \/ \,Yy , ,/ \ . r - GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT N S L \ \ �\ / \ . OTREMAIN B\ \ k k ' ' - i` i _ „ ART, --- _.. . \ \ -\, /' , / i',. 4 3 0 S RUC T,I HOLE OR E TI \ ' \\ ., ,, _... / / ` WITHOUTO HUE E PLICIT WRITTENIPERMISSION OFP - --- - I \ METROPOLITAN BUILDING CONSULTING GROU C T M. , , \' , . N LL TO REMAI P_ /' ;FOUNDATIO WA N, TY ; _ . _. ,�n , �f , , a� ` ... - -" f i '` , ,r / \ , \ \ , ` \, \/ \: , ................ , . . , , P ct. ". . . . \ 1 , ......... / roje / \ \ , .. . . , ..,. - / / _ / , , , . 4452 Peconic B , . Y\ . , \ \ /\ \ \ \ ` / , .. : < r, \ I : . . " 4452 Great Peconlc Bay Blv Laur NY 11948" . _ .. . _ . . , . . . , \ i' , - - _ _. , •,EXISTING SLAB \ '/ . \ _ _ .. x >' 'TO REMAIN '' ' f 2 5' 2" 0 _.. /�`\ � %�\ � ','' �`/ Project N . . . o \ /\, / \ / r' EXISTING FOUNDATION TO . . ... - . .. .... - Seal/ g ature. \REMAIN : _ \/' / /' - u \353 SQFT _....... . .- . . ..., .... ......:_ „ . < , . , . ..... . .,. . \ / - , \ \: . ., \ J . ,r . , , , \ ; n .. . . „ , , • .. :., .... ......... _ , ...... ....... .. .. .. .. ., ..... ...... .... ......... .............. ..... .. ..... . . .. ...........,... ... . • .. Y 13, 5„ . G S C 1 _.. C? O . , . ; . • . .. , 14' 9" 1 �v C� . .. . :: ti :.•.: ,• : : , ��► • E D O P a ; • . .: I XISTING ECK F OTIN TO REMAIN TY „ . G , IS O . -4 EXISTING FOUNDATION TO . . .. .... . . ......... ....... ... �c . .. .. _ 4t�.5."- .. .,;t . REMAIN , , _. _ ; /. 3g76� �4 . ,:.... .... ............... .. - . _ ......... . . .... .. . T -�t 1 1 ==. 6 8 SQFT , . . _.. . , - . . . , , .",, - --. __._ , . .. ., . . , . - - - "- , : , .. . T. _. , . ..... .... ..... ... . ......- .... ..... ... .. ..... .. . .,.... ..... .............. ....,.... ... . ... .... ..... ... .... _.. . .. •. . , .. . O 1. • , . _. . . ; - _.. _ ....... ..... .- .. ... . .... ... _. ... . Date. . . . , . .. .- .. , , ..... ...... -,... . AS NOTED • -, _. -- I, , a- - wing Tit : . -. _ - ... .. _ _... ' „ „. _. - DDEMOLISION PLAN - BASEMENT ... . \\ OUTLINE OF EXISTING . r _ . N FOUNDATION _ .. _... Drawing No.: o N N REVISED `) n DEMO DIAGRAM FOUNDATION 1 DEMOLISION PLAN - BASEMENT 05/23/2024 IIIIIIIIIIIIII 1/8== 1'-T 1/4" = 1'-0" 0 e NOTES GENERAL NOTES: DRAWING ISSUE 1. DEMOLITION DRAWINGS ARE INTENDED TO SHOW CONDITIONS THAT ARE EXPECTED TO OCCUR. N0. DATE ISSUED FOR CONTRACTOR MUST VERIFY SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWN / 1 02/13/2024 SH TOWN DOB FILING SPECIFIED AND ACTUAL CONDITIONS. 2. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ANSI A10.6"SAFETY REQUIREMENTS FOR 2 DEMOLITION"(PUBLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE)AND ALL OTHER APPLICABLE CODES 3 AND REGULATIONS, IN ADDITION TO THE SPECIFICATIONS IN THE CONTRACT DOCUMENTS. 4 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND SHALL PAY ALL FEES REQUIRED FOR ENCROACHMENT,GRADING, DEMOLITION AND LEGAL DISPOSAL OF MATERIALS AS REQUIRED BY 5 PRIVATE, LOCAL AND STATE JURISDICTIONS. 6 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY SITE INSPECTIONS TO CONFIRM THE EXTENT AND 7 CONFORMANCE OF THE DEMOLITION WORK WITH THE CONTRACT DOCUMENTS. 8 5. CONTRACTOR MUST MAINTAIN A CLEAN, SAFE PROJECT SITE AT ALL TIMES. 9 6. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION. 7. REMOVE ALL WINDOWS AND DOORS. 10 8. REMOVE ALL EXTERIOR FINISHES. / 11 9. REMOVE ALL EXISTING PARTITIONS SHOWN DASHED, INCLUDING ALL MECHANICAL, ELECTRICAL, AND PLUMBING 12 FIXTURES THEREIN, UNLESS OTHERWISE SPECIFIED. 10. CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF SELECT CEILINGS, FURRING STRIPS AND FASTENERS DOWN TO / DRAWING REVISIONS EXPOSED STRUCTURE. / 11. G.C. IS RESPONSIBLE. FOR LOCATING/COORDINATING ALL EXISTING UTILITIES PRIOR TO EXCAVATION. ANY NO. DATE REVISION OBSTRUCTIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMPLETION OF THE WORK. 13'-6" 1 5/7/2024 DEMO CLARIFICATIONS 12. COORDINATE ALL DEMOLITION WITH STRUCTURAL DRAWINGS. PROVIDE TEMPORARY SHORING AS NEEDED. / — — — — — — — — — — — — — 2 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY SHORING FOR THE PARTIAL DEMOLITION OF 5/23/2024 REVISION 1 I ANY STRUCTURAL ELEMENT. SEE STRUCTURE. / 3 14. ALL PLUMBING FIXTURES TO BE REMOVED FOR RELOCATION/REUSE. I \/ k' v I DEMOLITION GENERAL I EXISTING INTERIOR WALL ERAL NOTES� _ \,• . '�FINISH TO REMAIN, TYP ' `'� / I 6 / REMOVE ALL EXISTING ( l ` „ I 8 BATHROOM INTERIOR FINISHES ;' `i /' / II I 9 10 REMOVE PLUMBING FIXTURES / AND SUPPLY LINES BACK TO ' / III o 12 DEMOLITION LEGEND: / SHUT OFF VALVE AT RISER, TYP. LOI \,i <,y �� % i u THIS APPLICATION IS APPROVED ONLY FOR WORK REMOVE EXISTING VANITY AND/ EXISTING WALLS TO REMAIN I \ "� `\ I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL O EXISTING WALL TO REMAIN 285 LINEAR FEET FAUCET, TYP. i. OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN F _ _ _ - EXISTING WALL TO BE REMOVE 56 LINEAR FEET 9'-5" INTERIOR FLOOR FINISH TO BE REMOVED 1,557 SQFT m / °\ \�' 00, EXISTING SUBFLOOR TO REMAIN / — — — — — — — — — — ---- — — — — — — — `V ' �_ Designer: / i EXISTING PORTION OF FLOOR FINISH AND 63 SQFT FLOOR FRAMING TO BE REMOVED I I �,� / '�a' / �" . �. �° \- �. v' / .,� SAAC RAE CONTRACTOR TO PROVIDE TEMPORARY / i \ I :k' r. ; , L'�I' '\ 430 Main Street Greenport, NY 11934 FRAMING FOR EXISTING FLOOR JOIST I I \'' \ :�.= �r.�_.:_.........:_. ` \I �` EXISTING INTERIOR WALL \\/ / \ I -� -� T. 347-276-6093 E. clay@isaac-rae.com FINISH TO REMAIN, TYP' \'" / I :INTERIOR WALLS '/ TO BE REMOVED x- { {I AREA OF SUBFLOOR \ 1 b` \, a --- EXISTING WALLS TO REMAIN = � �\ I ` AND \' \� \. DEMOLITION LEGEND - FIRST FLOOR / '' {, \ _ Applicant of Record: \ \ FRAMING E BE \ / \, , /\ '� � {� `REMOVED REMOVE EXISTING STAIR 12'-7" MEMO 00 r ' \� 11 -4" \ 8" '� �' ih r -1 I- r' I i� \ N' i I , N T- 11" I II, `. ' \ ;, .\ \ �' \ / 0111 > .\ �' II, I \�/ \ . /' \� \, \ EXISTING MASONRY \'EXISTING STAIR TO \ '/�; �• \ /\. -FIREPLACE TO BE REMOVED' ,, - i /. I, ,a . I �' I� \BASEMENT TO BE REMOVED REMOVE ALL h -- - \ \. EXISTING BATHROOM I REMOVE EXISTING of �' F , \ �. \' ,y \ X L - - - - - _ REMOVE EXISTING DOOR(S), i i \ \i \. \., \ yi _ _ _ _ _,INTERIOR FINISHES& WINDOW :AND HARDWARE, TYP. ' \ \ ' ,/ / \ /\ �' ` PLUMBING FIXTURES F ; /' . \ \/' \./ �. \. EXISTING INTERIOR WALL/\ I I /\ i \i' %/ I I ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN \_/ \' ' '• FINISH TO REMAIN, TYP - \ .\ \ ` \ /\ I ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING � — � , \,• \, '\ � / •'� / � L _ GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, \ /' / k - - - - -L l {I ' REF.••"'I\i yf \x' — WITHOUT THE EXPLICIT WRITTEN PERMISSION OF INTERIOR WALLS TO BE , 'f \ \\/ METROPOLITAN BUILDING CONSULTING GROUP,PC. REMOVED , r - Project: 1 \ 01 ;� �; I 4452 Peconic Bay EXISTING WALL TO \' EXISTING WALL TO AREA ) EXTERIORWALLT BE �. ::::. :.: .::..`:-, ;'; .;::' •:: ;-.".. \ J. . ;,.,\ ,\ \ , \., `` r ', \ �: ;� .' \ � �\ \ / \. / \. ,�\ � /� / AR C F O REMAIN. i ;< \ �; — — — — — — ' REMOVED j:EXISTING INTERIOR WALL . REMAIN. 4452 Great Peconic Bay Blvd, Laurel, NY 11948 FINISH TO REMAIN, TYP';/ REMOVE EXISTING KITCHEN APPLIANCES, TYP. EXISTING WINDOWS & \ \`� \ I Project No.: DOORS TO BE �. \ co X \ \ I I R-02 ---------------------- I - III REMOVED i \f I S I/ t DW ea Signature: I I ,II u I I I u WALL TO REMAIN V0 Ape • • i` . . III III \' >.. / u o - i \ I ti I REMOVE PLUMBING FIXTURES, TYP. -►� \ \ / � I \ Y ;, G C I O f, y. I `\ G s EXISTING - - ' '• STRUCTURAL Q' � — J RAL HEADER - - - - - - - - - - - � „�, TO REMAIN EXISTING.. . I 13'-5" .. GROUND FLOOR ;.�'.% .;',:;:,,- :,�"::::'.`" '.:,, ..• .. .•-" _ � �' EXISTING WINDOWS —/ :•`` SUBFLOOR AND FRAMING TO BE :... TO REMOVED REMOVE 'RE - 3976� O.;'• . ' MOVED,:;. - :::"'.',::.:.;;.� . �.::.',. :". .. ' DECKING AND STAIRS TO BE REMOVED VEDW BE REMO VE ALL EXISTING WOOD EXISTING 14'-9" TF .✓� EXISTING GROUND FLOOR _. .,.. I / OF tE SUBFLOOR& FRAMING TO: . EXISTING WALL TO I / ,. .. REMAIN. I I .REMAIN.,.....,. I I EXTERIOR FINISH TO BE REMOVED EXISTING EXTERIOR SHEATHING TO BE ALLPOST,I DECK STRUCTURE, DECK JOIST, IPRESERVED: CONTRACTOR TO INSPECT . I FOOTINGS, SHALL BE RETAINED: I SHEATHING FOR STRUCTURAL INTEGRITY/ROT. / I CONTRACTOR TO INSPECT AND REPORT I REPORT TO ARCHITECT FOR REMOVAL OF / Date: Scale: TO ARCHITECT PRIOR TO REMOVAL OR I EXISTING SHEATHING, TYP AS NOTED REPLACEMENT OF DECK STRUCTURAL MEMBERS, Drawing Title: DEMOLISION PLAN FIRST FLOOR �r Drawing No.: CD N AREA OF EXTERIOR WALL TO REVISED LO REMAIN 05/23/2024 -► 2 DEMO DIAGRAM GROUND FLOOR n DEMOLITION PLAN - FIRST FLOOR 1/8" = 1'-011 1/4" = 1'-0" NOTES GENERAL ROOF DEMOLITION NOTES: DRAWING ISSUE 1. DEMOLITION DRAWINGS ARE INTENDED TO SHOW CONDITIONS THAT ARE EXPECTED TO OCCUR, CONTRACTOR MUST VERIFY SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES r----------- NO. DATE ISSUED FOR BETWEEN DRAWN/SPECIFIED AND ACTUAL CONDITIONS. 1 .: : : ..'' I 1 02/13/2024 SH TOWN DOB FILING 2. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ANSI A10.6"SAFETY 1 : 2 REQUIREMENTS FOR DEMOLITION" (PUBLISHED BY THE AMERICAN NATIONAL STANDARDS I :':..;: - 1 3 INSTITUTE)AND ALL OTHER APPLICABLE CODES AND REGULATIONS, IN ADDITION TO THE SPECIFICATIONS IN THE CONTRACT DOCUMENTS. I :::. .:.' >.' 1 4 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION I '.' .-:�. "' .;�. . �� .':: I 5 AND SHALL PAY ALL FETES REQUIRED FOR ENCROACHMENT, GRADING, DEMOLITION AND LEGAL EXISTING ROOF TO BE 6 DISPOSAL OF MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS. ENTIRELY REMOVED I ~ 1 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY SITE INSPECTIONS TO 1 7 CONFIRM THE EXTENT AND CONFORMANCE OF THE DEMOLITION WORK WITH THE CONTRACT 1 1 8 DOCUMENTS. I 9 5. CONTRACTOR MUST MAINTAIN A CLEAN, SAFE PROJECT SITE AT ALL TIMES. L-_ 10 6. DUST CONTROL SHALL. BE IMPLEMENTED DURING DEMOLITION. I I 11 7. REMOVE ALL EXISTING ROOF MEMBRNE. 1 I 12 8. REMOVE ALL PIPE BOOTS, FLASHINGS, AND SEALANTS AROUND SEALANTS AROUND EQUIPMENT. I I 9. REMOVE EXISTING DOWNSPOUT. DRAWING REVISIONS 10. REMOVE EXISTING GUTTER AND ASSOCIATED DRIP EDGE. I / / 11. REMOVE EXISTING ROOF EQUIPMENT. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY SHORING FOR THE 1 I / N0. DATE REVISION 5/7/2024 DEMO CLARIFICATIONS PARTIAL DEMOLITION OF ANY STRUCTURAL ELEMENT. SEE STRUCTURE. j {- — -" — — —,r— —/—•.— — ,' 1 13. SEE ROOF STRUCTURE- FOR OLD AND NEW FRAMING. I EXISTING ",:':;?` :" 1 1 •/` /, %' i' l 2 5/23/2024 REVISION 1 CEILING 3 -J FRAMING TO :' I /` / ------ -- . REMAIN \� xl / 4 ROOF DEMOLITION GENERAL NOTES EXISTING CEILING TO BE / Axi \REMOVED I 1 / t \ I / 8 \ / DEMOLITION LEGEND: I / 9 EXISTING I I / y' i�'` / �/ / 628 S FT CEILING / . ' ' ' ;' 10 EXISING CEILING &JOIST TO BE REMOVED Q I;. FRAMINGTO' I'. REMAIN 12 EXISTING CEILING JOIST TO REMAIN I. \1,343 SQFT ' I THIS APPLICATION IS APPROVED ONLY FOR WORK _ _ _ _ I I '� %' / • I /•." .. ' / INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL l --------------------- REMOVE ALL EXISTING ROOF 1 , EXISTING ROOF TO BE REMOVE 1 • - "'.r '` <I ! j \ /' , y/ ,/" , I / OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR - - - - 1,971 SQFT •'.:. `' MEMBRNE, TYP ✓ n �'I� TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 1 I I 1 REMOVE EXISTING GUTTER AND I ASSOCIATED DRIP EDGE TYP `� _ � DEMOLITION LEGEND ROOF I :I 1 I � �. j\\ � ` \r - F\. •, ' `• �, , 1 1 I r- - - - - - - - - - - - - - - - — - ------------ 1/4 1 0 I � \,' \/" ti/ / ; Designer: EXISTING ROOF TO BE I / \�� /� 'x J ,T//, _ SAAC RA E ENTIRELY REMOVED " ' I 430 Main Street Green port, NY 11934 DEMO DIAGRAM ROOF I \\\ `/ `\, / 1, T. 347-276-6093 E. clay@isaac-rae.com EXISTING ROOF FINISHES AND ��� PRESERVE EXISTING CEILING JOIST RAFTERS TO BE REMOVED. U 1/8" = 1'-O" I \ ': >/ Ij/x\\,v �';' Applicant of Record: ■EXISTING FIRE PLACE CHIMNEY TO BE REMOVED .,EXISTING CEILING JOIST AND , \37 I 'CEILING TO REMAIN IN THIS�� \ \ � ' � , \ // I - - - - - % . LOCATION\ r,. y; EXISTING EXTERIOR FINISH TO - - - - - - - - - - - - - - - - - -L-------I - - - - - - - - - - - - - - - - - - - - - - µ, ' I\ , ��\ X \" II BE REMOVED \ EXISTING INTERIOR FINISH TO REMAIN PRESERVE EXISTING 1/2 \/ ,' ✓ ` / ' / x`, _ } l / f "\I WHERE POSSIBLE, SEE DEMO PLAN SHEATHING I / �` X2 ' ` �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN x ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING \ EXISTING CEILING JOIST AND ;' \ �� x / } ' '' / .I GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT 1 EXISTING WOODEN DECK ' \%' r' �;" / /� T TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, /I CEILING TO REMAIN IN THIS ;` y y\ INTERIOR FLOOR FINISH TO BE REMOVED FINISH TO BE REMOVED / ;/ ` % `. \ `\' f /)�} ' /' I WITHOUT THE EXPLICIT WRITTEN PERMISSION OF \/' EXISTING SUBFLOOR TO REMAIN I LOCATION :\\ / />:�`\/ /:' x /\ /�` / // METROPOLITAN BUILDING CONSULTING GROUP,PC. ALL WOOD DECK FRAMING SHALL BE RETAINED: / I ` \ \ `� \ - \ i CONTRACTOR TO INSPECT AND REPORT TO ARCHITECT PRIOR TO , \ %`T '\• I; �. /` `\ ,/ \ / ,\, , *• ' Project: GROUND FL. REMOVAL OR REPLACEMENT OF DECK STRUCTURAL MEMBERS. / I �' ` �'\ } •`" T •� / / IF 4452 Peconic Bay IF 4452 Great Peconic Bay Blvd, Laurel, NY 11948 / \\ — — — — — — — — — — — — — — — — — — — — — /!l r I �\/ \ /' \\, l / ,i . _ Project No.: EXISTING FLOOR FRAMING AND ALL BLOCKING TO REMAIN CONTRACTOR TO / °`, ,' I` / /'' j` f ' I ' \I ` 1\ /` ` ' / REPORT ANY VISABLE STRUCTURAL Seal/Signature: ISSUES WITH FLOOR JOIST OR BLOCKING. \� \� �/ r>. ;'\ /•\ / �` / / I , /. � •`\ I EXISTING ROOF EQUIPMENTS TO / BE REMOVED, P ` Rio AR , � EXISTING C.M.U. I ! FOUNDATION WALL — I I TO REMAIN, TYP. u I / EXISTING SLAB EXISTING DECK FOOTING /� ALL DECK STRUCTURE, DECK JOIST, POST, II ,/ OF Yyfy� TO REMAIN `•' i -- -' - - - - TO REMAIN TYP / , FOOTINGS, SHALL BE RETAINED: / CONTRACTOR TO INSPECT AND REPORT , I I._.__._....... ........_.._ I _ / TO ARCHITECT PRIOR TO REMOVAL OR , / --! I I REPLACEMENT OF DECK STRUCTURAL / A MEMBERS. _........ j ! . ....._... Date _...... I BASEMENT 1 .. .._ /� I 17 1 1/16 _........... AS NOTED g Title: LO -.'-"` .,`, :,��. .., .:�i. JOB <�L�O _ ' i... / c i.....i: ,\ \\ DDEMOLISION PLAN - ROOF •cc: ,>c ° \ -O I , I I J( J \. -. CV I - - 1 — ,� `\ \\ `\ `\ `\ - - - - - - - - - - - - - - - - - - - - - - - - - - DrawingNo.: p .._............... _.._.. ...... ._ ...._.._........: .....__...... --.. .__._._...... ._._.........._: / — /// I III , I \ \ N EXISTING WALL. SECTION DEMO REVISED (2 05/23/2024 DIAGRAM DEMOLITION PLAN - ROOF 3/4" = ■ 4 NOTES DRAWING ISSUE NO. DATE ISSUED FOR Q 1 02/13/2024 SH TOWN DOB FILING 1 5' -8" 2 8'-7' 2.9 3 10'- 10" 4 8'-7" 5 6'-3" 6 8'-3" 6.7 4'-8" 7 4'_3„ 8 2 mr& — /I--.wAl -1", __j�' ( 3 1 L.1'-7" 2 1 2 4 -302.0 -3 2. -303.0 -303.0 5 7 A-201.00 8 10 12 — — — j ` — I DRAWING REVISIONS — — _ :.°..-.°.." <.e-.._„". �,.._� 1 , ..-_`.........._...,...:...-..-."..-.,_:...,..`5.... >..'° ` - NO. DATE REVISION t� t1tHi I — � -fit — � — r-- I . , ,; .., ,'-'.,•_: ; .: — I 1 5/7/2024 DEMO CLARIFICATIONS — I !' 2 5/23/2024 REVISION 1 t - 3 ::..... 11- 5 2 1. INSULATION TO MEET OR EXCEED NYS ECCC 202010 0 -301.0 9 ENERGY CODE `r' p i', '.. _ -EXISTING CRAWL SPACE- 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED 12 IN HER'S RATING 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER I I — ;:•:',, : . :_ t — THIS APPLICATION IS APPROVED ONLY FOR WORK 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR - INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL GREATER I I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR G } :.;:. '..`.';.:' `::.' :'. :: .:•;..' .': — TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 5. FOUNDATION WALLS TO BE INSULATED TO R-10 OR — GREATER 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER — — — — — ,�:.�'. .w'. «.. .... ...,. �. am* m ism�.. ' coo � _ 7. SLABS ON GRADE TO BE INSULATED TO R-10 UNDER —I —III `� �.... ;..._, b SLAB. RECOMENED INSULATION ,AS FOLLOWS ;- NEW CONCRETE SLAB Designer: AA - RA E • VAULTED CEILINGS : 4" SPRAYED CLOSED CELL II I II— I CONTINUOUS INSULATION R6.5 per inch. WITH 430 Main Street Greenport, NY 11934 ROCKWOOL R23 5-112 for total of R49 _ _ UP I iii 4` II • WALLS: 3" SPRAYED CLOSED CELL CONTINUOUSE in 16 1 , , I_I I ( I T. 347-276-6093 E. clay@isaac-rae.com INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2" PROPOSED 10" P.C. CONCRETE WALL_— ,i FOR TOTAL OF R34..5 SEESTRUCTURAL— FLOORS: _ " I i li a li i ii p ui i S — • SPRAYED CLOSED ELL N IN I I i �i li li 3 SPR Y COS C CO T UOUSE Applicant of Record: •• — INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2 1 I i li I,i u i II li ui I {^.•, I ( I— FOR TOTAL OF R34.5 I u u ii ii n 1 • SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R12 I 1r II — ttt�t_fi - - - - - - - -�= - - ADD ALTERNATE = A-2001A -2— — I I I I— • INCREASING THE NIEW BASEMENT FLOOR DEPTH BY 1 FT = � I I I 2 201.00- - (ADD ALT ('� — — . �. .:.. 'P"' � �.' '� ;.�. ;..�. ... . — — — � — � � IIII I— • WHITEBOX FULL BASEMENT, BE SURE EGRESS WINDOW EXISTING LALLY COLUMN �I AND ELECTRICAL T13 CODE (ADD ALT) -4' -0" SEE STRUCTURE R • FRONT FACADE HALLWAY WINDOW (ADD ALT) 300.0 -- EXISTING CRAWL SPACE--_----------' — I I NEW STEEL COLUMN CONSTRUCTION NOTES: - _ I I SEE STRUCTURE KEY NOTE , — � I I EGRESS WINDOW TO MEET 2020 NYS CODE 1_— I— C-01 PROPOSED WALL I I - & (IRC 2018) R3102.1 MINIMUM OPENING — — — — — — — — — — ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN C-02 PROPOSED P.C. FOUNDATION WALL — ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING C-03 PROPOSED DOOR a;° a - W —oI I I —I ) — GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT REVISEDIJ I I I t — 1— ��' _-� I I I D. TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, C-04 PROPOSED WINDOW 05/23/2024 �`t 1—f — WITHOUT THE EXPLICIT WRITTEN PERMISSION OF C-05 PROPOSED FLOORING SEE FINISH SCHEDULE METROPOLITAN BUILDING CONSULTING GROUP,PC. C-06 PROPOSED PLUMBING FIXTURE SEE SCHEDULE C-07 PROPOSED STONE WALK WAY i'; I,� i Project: • C-08 PROPOSED STAIR E — — 4452 Peco n i c Bay C-09 PROPOSED WOOD DECKINGI — C-10 PROPOSED CABLE RAILING 36"TALL 4452 Great Peconic Bay Blvd, Laurel, NY 11948 C-11 PROPOSED SKYLIGHT i.. I1 I •I it I —I — C-12 PROPOSED ROOF ADDITION I _ _ = I —I !_ _ =I Project No.: C-13 6 MIL EPDM ROOFING PITCHED TO ROOF DRAINS IR-O2 Seal/Signature: C-14 ROOF DRAIN MIN TWO PER FLAT ROOF SPAN g C-15 ROOF OVERHANG C-16 PROPOSED LOCATION OF PLUMBING VENT C-17 PROPOSED LEAD COATED COOPE ROOF SCUPPER ARC III IIIIIIII I — �I I IIIII I III—IIII >V — c` G PROPOSED PLAN LEGEND: PROPOSED WALL A-200.00 EXISING WALL TO REMAIN NO PROPOSED SCOPE PROPOSED ADDITION I� — I � I 1 �.._�_I--�- _ ., I-.,.I _.. .�.�_.. — 1 I I Date: Scale: . OUTLINE OF EXISTING HOUSE I I I � I—I I I — AS NOTED rawing Title: DPROPOSED PLANS - BASEMENT LO EXISTING GFA SECOND FLOOR 0 SQFT PROPOSED GFA SECOND FLOOR 997 SQFT — Drawing No.: o —1 I—I 1 1IIII I—IIIIII —III IIIIIIIIIIII—I I 1 1—III IIII I I 1 1 1 1 1 Ill—III—I 11—I 11—III-1 1I 1 11 1 1 III—III 1 N CV N "' Construction Notes PROPOSED BASEMENTA� i 00000 NOTES DRAWING ISSUE NO. DATE ISSUED FOR G 1 02/13/2024 SH TOWN DOB FILING 1 5'-8" 8'-7" 2.9 3 10'- 10" 4 8'-7" 6' 3" 6 8'-3" 6.7 4,-8„ 7 , „ 2 /__m%L - (: __m& 4 -3 3 1 1'-7" 2 1 2 4 -302.0 -302.0 -303.0 -303.0 5 6 7 A-201.00 I 8 ^ LINE OF ROOF A OVE ` 10 - - - - - - 6-0 - - - - - -- - - - - - - - - - - - - - - - - - 11 ' „ - - - - - - - 12 I / DRAWING REVISIONS A - - - - - / - - -i - _" _ - -,/ NO. DATE REVISION 1 5/7/2024 DEMO CLARIFICATIONS 2 5/23/2024 REVISION 1 / 3 ' I 4 5 6 I _ 7 2 o , 8 1. INSULATION TO MEET OR EXCEED NYS ECCC 2020 -301.0 0 /� LINE OF ROOF ABOVE I^ iv I ,/ g ENERGY CODE ,' O OFFICE BEDROOM I I � I //� 10 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED 11 IN HER'S RATING / _ _ _ _ _ _ � _ _ - - _ _ � _ _ 12 I / , 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR ' I , THIS APPLICATION IS APPROVED ONLY FOR WORK / INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL GREATER I I I I/ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 5. FOUNDATION WALLS TO BE INSULATED TO R-10 OR / ENTRY , TO BE CONSIDERED AS EITHER BEING APPROVED OR IN GREATER / ENTRY CLS. , ,� 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR , , CLS. o CLS. CLS. GREATER 7. SLABS ON GRADE TO BE INSULATED TO R-10 UNDER / , 2 ENTRY -603.0 �/ 1 Designer: RECOMENED INSULATION AS FOLLOWS / 7 / -605.0 - CLS.- , • VAULTED CEILINGS : 4" SPRAYED CLOSED CELL / __ V_ I /,' / I SAAC - RAE CONTINUOUS INSULATION R6.5 per inch. WITH - _ I I , I I BEDRooM _ 430 Main Street Greenport NY 11934 ROCKWOOL R23 5Al2" for total of R49 / , � UP, �' M ' • WALLS: 3" SPRAYED CLOSED CELL CONTINUOUSE / o T. 347-276-6093 E. clay@isaac-rae.com I I I I INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2" / ,' I I FOR TOTAL OF R34.5 ' 10'-3" _-- _ _ I 7! T / • FLOORS: 3" SPRAYED CLOSED CELL CONTINUOUSE- .. // � i I I 12'-8" A Applicant of Record: INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3 1/2 , DN ) / FOR TOTAL OF R34.!5 • SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R12 , \ \ 301.0 ENTRYNN / - - - cD ADD ALTERNATE / - - 1 \A-200.0 2\ \ 5'-8" I I -601. I W/C o • INCREASING THE NEW BASEMENT FLOOR DEPTH BY 1 FT 3 �''' (ADD ALT) / - - I I `' I 2C-201.00 • WHITEBOX FULL BASEMENT, BE SURE EGRESS WINDOW * / LO AND ELECTRICAL TO CODE (ADD ALT) • FRONT FACADE HALLWAY WINDOW (ADD ALT) -601.0 6 1 2 M I I I I - - - - - � - -300.0 // MUDROOM . I o I _ .4 I - - - - I W / \� = / ' N U_ CONSTRUCTION NOTES: _ ` i Z ; ,' W/C 1 SAFETY GATE / I I , I a,I -602.0 KEY NOTE EGRESS WINDOW AREA BELOW C-01 PROPOSED WALL C-02 PROPOSED P.C. FOUNDATION WALL I ,' ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN - _ _ _ ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING C-03 PROPOSED DOOR I - GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT REVISED TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, C-04 PROPOSED WINDOW 05/23/2024 HATCH / / W I /�} \ I- - D.2 WITHOUT THE EXPLICIT WRITTEN PERMISSION OF C-05 PROPOSED FLOORING SEE FINISH SCHEDULE co ' g METROPOLITAN BUILDING CONSULTING GROUP,PC. C-06 PROPOSED PLUMBING FIXTURE SEE SCHEDULE ,' W / I C-07 PROPOSED STONE WALKWAY / ( SLIDINS DOOR FIX�D FIXED SLIDING DOOR u- /' Project: C-08 PROPOSED STAIR 4452 Peconic Bay C-09 PROPOSED WOOD DECKING ,' D1 FIXED- ' C-10 PROPOSED CABLE RAILING 36"TALL ,' O, 4452 Great Peconic Bay Blvd, Laurel, NY 11948 / � 24 -8 , � � C-11 PROPOSED SKYLIGHT , I _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - I , C-12 PROPOSED ROOF ADDITION -I ,' BEDROOM I i Project No.: LINE OF EXTERIOR TRELLIS ABOVE / C-13 6 MIL EPDM ROOFING PITCHED TO ROOF DRAINS 1 0 � (' IR-02 14 0 , C-14 ROOF DRAIN MIN TWO PER FLAT ROOF SPAN o- t � / � C-15 ROOF OVERHANG -300.0 �� I "' WOODEN DECK Seal/Signature: C-16 PROPOSED LOCATION OF PLUMBING VENT / C-17 PROPOSED LEAD COATED COOPE ROOF SCUPPERCD �. PROPOSED PLAN LEGEND: SY CO ' 1 ' .. PROPOSED WALL , -600.0 I A-200.00 I c;) * ,' 13'-5" EXISING WALL 7*0 REMAIN ,' 0 ,� �. 3976� �O OF t4 NO PROPOSED SCOPE ,' I EXTERIOR RECESISED UPLIGHTING, TYP / / in PROPOSED ADDITION ' I 3'-7" 3'-7" 3'-7" T-T' OUTLINE OF EXISTING HOUSE , ` I ---- --------------- / Date. Scale. 1. Jc , // I I / AS NOTED a /' Drawing Title: ,' ---- --------------- ,► // PROPOSED PLAN - FIRST FLOOR LO LO EXISTING GFA SECOND FLOOR 0 SQFT , ____ _________ _____ PROPOSED GFA SECOND FLOOR 997 SQFT ,' •••• - •• • •• / I I 0 EXTERIOR RECESSED STAIR LIGHT, TYP oDrawing No.: N N N Construction Notes n PROPOSED FIRST FLOOR PLAN NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 02/13/2024 SH TOWN DOB FILING 1 2 2.9 3 4 5 6 6.7 7 8 2 5'-8" 8'-7" 10, 7"8' -7" 6'-3" 8'-3" 4'-8" 4'-3" 3 4 -302.0 1'_7 -302.0 -303.0 -303.0 5 6 I 7 I I 8 9 10 11 12 ' DRAWING REVISIONS A — --DISTANCE B1= D 1-5' SET-BACK— — — — — I— — — — — — — NO. DATE REVISION I — � ' � 1 5/7/2024 DEMO CLARIFICATIONS 2 5/23/2024 REVISION 1 3 4 1S '0' i� 36'-4" i� 5 ' 6 / .81 / I I EPDM FLAT ROOD BELOW / � I I I 7 s 2 1. INSULATION TO MEET OR EXCEED NYS ECCC 2020 -301.0 b ' -604.0 '/ 9 ENERGY CODE , 10 _ III I 11 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED 28 0 i 14 -0 ,' 12 IN HER'S RATING / , 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER �i �' 12 /, THIS APPLICATION IS APPROVED ONLY FOR WORK 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR i , INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL GREATER / ' I _ / TOO BE ONSIDERED AS EITHER EING APPROVED OR IN OR 5. FOUNDATION WALLS TO BE INSULATED TO R-10 OR i � i GREATER TEMPERED GLASS WINDOW 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR -1 SEE WINDOW SCHEDULE A-510 GREATER / 6'-7" 5' _0„ 15 12 7. SLABS ON GRADE TO BE INSSLATED TO R-10 UNDER SLAB. Designer: RECOMENED INSULATION AS FOLLOWS • VAULTED CEILINGS : 4 SPRAYED CLOSED CELL SAAC RAE CONTINUOUS INSULATION R6.5 per inch. WITH / i� p I cts. , , � 430 Main Street Greenport, NY 11934 ROCKWOOL R23 5-1/2"'for total of R49 / Al T. 347-276-6093 E. clay@isaac-rae.com • WALLS: 3" SPRAYED CLOSED CELL CONTINUOUSE - INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2" / o ,� - 0 CLS. FOR TOTAL OF R34.5 • FLOORS: 3" SPRAYED CLOSED CELL CONTINUOUSE / N Applicant of Record: INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2" / STAIR TO FOR TOTAL OF R34.5 1 /, LISTENING ROOM \ GROUND DN I i� • SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R12 / -301.0 I FLOOR i� ADD ALTERNATE / o • INCREASING THE NEIW BASEMENT FLOOR DEPTH BY 1 FT / Zh PRIMARYI BEDROOM (ADD ALT) • WHITEBOX FULL BASEMENT, BE SURE EGRESS WINDOW AND ELECTRICAL TO CODE (ADD ALT) • FRONT FACADE HALLWAY WINDOW (ADD ALT) o) ' ' � 14'-0" � 2 co � LI N D E S I X � CONSTRUCTION NOTES: D2 ' HVAC I 2ND FLOOR ROOF TERRAyE KEY NOTEco C-01 PROPOSED WALL LINE OF EXTERIOR TRELLIS ABOVE C-O2 PROPOSED P.C. FOUNDATION WALL ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN D ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING - - - - - - - - - - - GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT C-03 PROPOSED DOOR _ _— — — — — — — — — — � — LINE OF T CABLE RAILING all I E LI TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, C-04 PROPOSED WINDOW I I - - �- - - D. WITHOUT THE EXPLICIT WRITTEN PERMISSION OF METROPOLITAN BUILDING CONSULTING GROUP,PC. C-05 PROPOSED FLOORING SEE FINISH SCHEDULE i C-06 PROPOSED PLUMBING FIXTURE SEE SCHEDULE ,' 36'- 10" 36'-4" C-07 PROPOSED STONE WALKWAY , EGRESS WINDOW TO MEET 2020 NYS CODE Project: I L�I I & (IRC 2018) R310.2.1 MINIMUM OPENING AREA C-08 PROPOSED STAIR 36'-4" 4452 Peconic Bay C-09 PROPOSED WOOD DECKING ? AVERAGE GRADE 4452 Great Peconic Bay Blvd, Laurel, NY 11948 C-10 PROPOSED CABLE RAILING 36 TALL , 5" C-11 PROPOSED SKYLIGHT , I I I C-12 PROPOSED ROOF ADDITION I DISTANCE BEYOND 20' SET BACKI Project No.: C-13 6 MIL EPDM ROOFING PITCHED TO ROOF DRAINS i IR-O2 o i i C-14 ROOF DRAIN MIN TWO PER FLAT ROOF SPAN 3 -4" Seal/Signature: C-15 ROOF OVERHANG -300.0 C-16 PROPOSED LOCATION OF PLUMBING VENT ' EPDM FLAT ROOF BELOW 26'-2" ' C-17 PROPOSED LEAD COATED COOPE ROOF SCUPPER ECK BELOW F 41 RED ARC Coi PROPOSED PLAN LEGEND: L PROPOSED WALL / 1k 4r� fir' EXISING WALL TO REMAIN / NO PROPOSED SCOPE , ..--- - PROPOSED ADDITION .e. OUTLINE OF EXISTING HOUSE �/ I Date: AS NOTED i n , ,� Drawing Title: EXISTING GFA SECOND FLOOR 0 SQFT ,�/ `+► �/� / PROPOSED PLAN - SECOND FLOOR ti i i l PROPOSED GFA SECOND FLOOR 997 SQFT �i �► ..• , �i � , Drawing No.: N N N r--� Construction Notes n PROPOSED 2ND FLOOR PLAN NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 1 2 2.9 3 4 5 6 c 2 5'-8" 8' -7" 10,- 10" 7" 6'-3" 8'-3" 6'7 4'-8" 4'-3" 8 3 4 -302.0 -3G2.0 -303.0 -303.0 5 1'-7" 6 7 A-201.00 I I I 8 9 10 1 11 I I I 12 DRAWING REVISIONS NO. DATE REVISION A — — I — — — — — 2 01 I 3 4 - C-14 C-13 C 14 5 I 6 I I 7 2 I 24,.0 8 9 1. INSULATION TO MEET OR EXCEED NYS ECCC 2020 -301.0 0 10 ENERGY CODE 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED ,n I I 11 IN HER'S RATING 12 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER THIS APPLICATION IS APPROVED ONLY FOR WORK 4. ABOVE GRADE WALLS 'TO BE INSULATED TO R-32 OR INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL GREATER I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 5. FOUNDATION WALLS TO BE INSULATED TO R-10 OR I I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN GREATER — ITH-A 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR �� C-14 GREATER 7. SLABS ON GRADE TO BE INSSLATED TO R-10 UNDER SLAB. RECOMENED INSULATION AS FOLLOWS C-16 I -11 C-17 ► Designer: 24'-0"\ C-14 ISAAC - RA E I I I — ► I I . • VAULTED CEILINGS : 4"' SPRAYED CLOSED CELL 430 Main Street Greenport, NY 11934 CONTINUOUS INSULATION R6.5 per inch. WITH ROCKWOOL R23 5.1/2" for total of R49 0 • WALLS: 3" SPRAYED CLOSED CELL CONTINUOUSE r T. 347-276-6093 E. clay@isaac-rae.com INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2" C_1J FOR TOTAL OF R34.5 I I • FLOORS: 3" SPRAYED CLOSED CELL CONTINUOUSE I Applicant of Record: INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-112" FOR TOTAL OF R34.5 1 • SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R12 -301 I I I I I I B.8 - - - -I- ADD ALTERNATE C-13 o • INCREASING THE NEW BASEMENT FLOOR DEPTH BY 1 FT (ADD ALT) i I I I I 2 C-201.00 • WHITEBOX FULL BASEMENT, BE SURE EGRESS WINDOW AND ELECTRICAL TO CODE (ADD ALT) I • FRONT FACADE HALLWAY WINDOW (ADD ALT) a, O C-17 I I 2 C,,� C-16 �O t - -300. . ^ C 14 — — CONSTRUCTION NOTES: �+ KEY NOTE o0 A-200.0 2 C-01 PROPOSED WALL � —C-15 I I -14 -►O ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN C-02 PROPOSED P.C. FOUNDATION WALL C-17 ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY C-03 PROPOSED DOOR D - - - - - - - - - - - - - - ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR C-04 PROPOSED WINDOW I - - D.n PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF G ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C- C-05 PROPOSED FLOORING SEE FINISH SCHEDULE _ C-06 PROPOSED PLUMBING FIXTURE SEE SCHEDULE C-10 ?s,011 C-07 PROPOSED STONE WALKWAY 10 C-09 Project: C-08 PROPOSED STAIRI— — — — — — — I 4452 Peconic Bay C-09 PROPOSED WOOD DECKING C-10 4452 Great Peconic Bay Blvd, Laurel, NY 11948 C-10 PROPOSED CABLE RAILING 36"TALL O f— C-11 —► C-11 PROPOSED SKYLIGHT C-12 PROPOSED ROOF ADDITION _.-.... .. _.-....... I I Project No.: C-16 _ :...... ...... ..... C-13 6 MIL EPDM ROOFING PITCHED TO ROOF DRAINS C-13 -02 C-14 ROOF DRAIN MIN TWO PER FLAT ROOF SPAN 1 .........__- Seal/Signature: C-15 _.............. .. ROOF OVERHANG T I _.._....... ..... . ..._.. _. .. ..I. _ : . I . C-16 PROPOSED LOCATION OF PLUMBING VENT ; C-17 PROPOSED LEAD COATED CCOPE ROOF SCUPPER - - _.-... ...................... _...-............... ...... .. . C-14 C 14 i.. AR ..... PROPOSED PLAN LEGEND: -... / G s Y 1-.- ......� .._ I -< PROPOSED WALL ; ......_. .. : .. __.._.... -- ........... - ......_................. .. a........-----...........__................. ,.,............._ '* . : _......._ __ ......._. _.._.........._.............. / 3976� EXISING WALL TO REMAIN t.._____.............:....... ._....-.- - - _.........._._ _ 22' OFN NO PROPOSED SCOPE . .......---.. _:.. . . .. _..- _ .................__ .._..... . L ,_._,__„-....._ PROPOSED ADDITION ..............._. ..... _... _..... .-..... / DN �� LINE OF EXISTI G DECK&STAIRS Date: Scale: OUTLINE OF EXISTING HOUSE I I AS NOTED ® ---- --------------- '� I LINE OF PROPOSED DECK&STAIRS I I Drawing Title: r EXISTING GFA SECOND FLOOR 0 SOFT ---- --------- ----- / PROPOSED PLAN - ROOF 00 PROPOSED GFA SECOND FLOOR 997 SOFT I N I Drawing No.: 0 N N N co n PROPOSED ROOF PLAN U 1/4" = 1'-0" � Construction Notes 1/4" = 1'-0" -17 NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 1 5'-8" 2 8'-7" 209 3 10'- 10" ci 8'_7„ i 6, _3" 6 8, -3„ (D67 4'-8" 7 4,-3" 8 2 1k ) 3 1 1 - 7 2 1 2 4 -302.0 -302.0 -303.0 -303.0 5 6 7 A-201.00 8 9 1 10 11 12 / I DRAWING REVISIONS A — — — — — — — — _ _� a--e= < =' — NO. DATE REVISION f / 4'-2" 6'-0" 3 4 r r 5 I I 1 I I 14: I 6 I I 7 2 1 1 �a• `, 8 + + p 9 10 12 in II I I -. THIS APPLICATION IS APPROVED ONLY FOR WORK _ + 1 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL e I '+ I I ( OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR — - — - — - — TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE ITH APPLICABLE CODES J -� -< C I L0 1 1 3" 7'-8" 7' -8" — - — - —/ — Designer: AA - FAA E F===----------___===--r--==�� I I o 430 Main Street Greenport, NY 11934 T. 347-276-6093 E. clay@isaac-rae.com o -- ------------- I I I I II •d • r . � I I I � 11 I _ I II - Applicant of Record: II -3o 1.0 — I — - • — — — �� — 4 - -- I --- I I I I I -� • �n I I 1 I 1 / 7' -8" 6'- 11" I °-I 2G-201.00 - DC - 1 2 /M I - - - - - - - - - - - - - - - - - - - - A-200.0 2 I I +11 I +II I \II i++1 I ++� Ia I -ti in ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN — ARE THE PROPERTY OF ISAAC RAE LLC &COFFEY ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU IN r-_ I _I — _ — _ I — _ — _ — I_ — _ — //— - — - — _ — - — // _ — _ — _ — _ — I _ — _ .2 AGREE NOT TO REPRODUCE OR CONSTRUCT IT, SI WHOLE OR I � — � PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF �f�� ISAAGRAE LLC &COFFEY ARCHITECTURE P.C. I` I ` EO II I 11 Project: 1 - � � I I -I E - - - - - 4452 Peconic Bay — — — — 4452 Great Peconic Bay Blvd, Laurel, NY 11948 Project No.: 0 o U' I ' I ' I R-02 1 ' ' CD -300.0 Seal/Signature: 14 — 1- — =� — — pl I I `t- I i 2' - 1" I 1'-U" I 4'-0" rED At? / S RCP & ELECTRICAL LEGEND O PROPOSED LINEAR LIGHT r� .3Q7rJ� OF 14 0 PENDANT LIGHT TO BE DETERMINED O RECESSED DOWN LIGHT / 4 LED WALL SCONCE LIGHT SWITCH W/DIMMER I I I I I I I Date: ale:ASNOTED I Drawing Title: n WALL MOUNTED EXTERIOR ELECTRICAL OUTLET PROPOSED RCP - BASEMENT L17 MT 00 O T BATHROOM EXHAUST FAN N Drawing No.: 0 N C\IN n RCP LEGEND n PROPOSED BASEMENT RCP co 1/2" = 1'-0" 1/4" - 1'-0" A � i 1 011111100 NOTES DRAWING ISSUE NO. DATE ISSUED FOR G 1 -7 8 1 5'-8' 8' -7" 2.9 3 10'- 10' 8' -7" 6'-3„ 6 8,_3„ 6. / 4,_8„ 7 4,_3„ 2 1 1,-7„ 2 1 g 2 4 -302.0 — II -302.0 -303.0 -30-3.II III III I IIII I 15679i1 i. 10 12 DRAWING REVISIONS N0. DATE REVISIONA co5'-5" 5'-5" 4,_3„ 4, _3„ 1,_9„ 256 , 7 10 WEATHERPROOED -301.0 o RECESSED HT YP — — — — I 1I `/I _ i 10 ON DIMMER 4 7" 4 7' 12 THIS A PPLICATION IS APPROVED ONLY FOR WORK a INDICATED ON THE APPLICATION SPECIFICATION S HEET. AL L OTHER MATTERS SHOWN ARE NOT TO BERELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN B '4' 6" 4'-6„ Designer: °° --------- - NNTC ------i-------IIII-II-i1-----_----_�-- I —, IIII _I 6 /\ / IIII I � dCv. — I 1 I lII I I / / I S A A� C � �R4 �A E 00" 430 Main Street Greenport, NY 119 3 4 PENDANT LIGHTS TBD,TYP I I I o o I I I I I T. 347-276-6093 E. clay@isaac-rae.c om ------_� LA 2'- 1 3- 4' 3" — — Applicant of Record: c° 2'- 11 301 I C)B.pp 5„ 1'-8" 8"DC 1'-3" 1'-3" 1 ok 2 — - — - — - -N -300. C4 \ 7111 LO N - - - - C\I/2'-7" 3'-6" Ln ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HER E IN ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE O R T `, D PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. 3'-6 5' 0 5'-0" 3 7" 5 Cl) Project: CD L 4452 Pecon■c Bay 4452 Great Peconic Bay Blvd, Laurel, NY 1 1 948 CEILING MOUNT RANGE HOOD 1 2'-0" 4'-2" 4'-2" 4'-2" 4'-2" 4' -2'. ' 11 Project No.: IR-O2 WEATHERPROOFED LO RECESSED LIGHT FIXTURE ON DIMMER TYP. Seal/Signature: I IKITCHEN ISLAND I PENDANT LIGHT TBD 4'- 1„ 4'- 1" 1 - 10" 4'-4" 4 -2" DAf? RCP & ELECTRICAL LEGEND 397 4F N PROPOSED LINEAR LIGHT PENDANT LIGHT TO BE DETERMINED O RECESSED DOWN LIGHT 4 LED WALL SCONCE Date: Scale: LIGHT SWITCH W/DIMMER Drawing Title: AS NOTED nc0 PROPOSED RCP - FIRST FLOOR 1 7 WALL MOUNTED EXTERIOR ELECTRICAL OUTLET CID BATHROOM EXHAUST FAN Drawing No.:0Nco — n RCP LEGEND n PROPOSED FIRST FLOOR RCP e 1/2" = 1'-0" 1/4" = 1'-0" moo NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 2.9 3 4 5 1 5' -8" 8'-7" 10'- 10" 8'-7" 6'-3" 112'- 11 6'7 4'-3" 8 2 --mr& (:/ ) --W� 3 00-1 1 1 7 2 1 2 4 302.0 -�02.0 -303.0 -303.0 5 I 6 I �\ 7 A-201.00 I I I I 8 10 12 / I / DRAWING REVISIONS A / — — — — — — — — — — — — — — — — — NO. DATE REVISION I I I I I I I I I 2 / I 3 / 4 5 6 7 2 8 -301.0 0 9 10 11 / 12 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL I I ( 4'-4" — 4'-8" " — — I I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR / I - - TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I M I/ I/ Designer: DROP CEILING, TYP ISAAC - RAE 1 r I r 3' 10 -M 3' 10" - — ` - - - ' / I I / o — — — 430 Main Street Greenport, NY 11934 I ; ; I ; , — T T. 347-276-6093 E. clay@isaac-rae.com o0 11 I I — \I ' - / Applicant of Record: 1 \ /- - - - ' - - 1 iT / -301 I \\ // I� - - - - = - - - - - - - L B.8 — — — o I I � o / I i I I I � I — I — I — I— 2 -201.00 / \ \I LINEAR COVE LIGHT, TYP 1 8" 3' 10" 3' 10 3'- 10" CC ';C.4s � 1'-9"' 4' -3" 4'-3" r - I I \ — - — - — I- \ - — - — - i - i — — — — / \ \ r I ' C? AC-200-+2 co 5'- 1 5' 1" I I N // - ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN CD — — — — — — — — — — _ _ — — — ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY 5' -0" y5'-O" ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR I 0D.2 PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF WEATHERPROOFED ISAAC-RAE LLC &COFFEYARCHITECTURE P.C. RECESSED LIGHT FIXTURE ON DIMMER TYP. Project: CE — I — — I — — I I — — — I — — — I — I — — I — I _ I_ 4 452 Peconic Bay 4452 Great Peconic Bay Blvd, Laurel, NY 11948 I I I I I I I I i Project No.: 1 o I R-02 Seal/Signature: I I I I I I ��tiSPGG S1' co C� I I A-200.00 RCP ELECTRICAL LEGEND O PROPOSED LINEAR LIGHT 0 PENDANT LIGHT TO BE DETERMINED I I I I O RECESSED DOWN LIGHT / QLED WALL SCONCE Date: Scale: I I I I AS NOTED - LIGHT SWITCH W/DIMMER Drawing Title: / PROPOSED RCP - SECOND FLOOR cm T WALL MOUNTED EXTERIOR ELECTRICAL OUTLET 00 o I I I I I BATHROOM EXHAUST FAN I Drawing No.: O N N N "' RCP LEGEND n PROPOSED 2ND FLOOR RCP 1/2 - 1 -0 1/411 1 -0 ■ �+ n� -4 NOTES A15'-0" 14'-9" B.8 3'-g" 4,_8„ D D.2 5'-6" E 10'-0" c 2 , 2 1'-3" 1 DRAWING ISSUE -301.0 -301.0 -300.0 -300.0 NO. DATE ISSUED FOR I I I I I I 1 I 2 MAX BUILDING 3 HEIGHT 4 � 48 - 0— C — I — — — — I — — — — I — I— — I — I — — — I — — — — 5 r ROOF 6 46' - 4'� — — — — — — — — — — — — 7 8 9 I I I 10 C-01 i 11 9 12 N DRAWING REVISIONS FC-04] NO. DATE REVISION T 2 C-05 4 _ 5 b, 2ND FL. °° 6 �V 35' - 2'— — 1, 0,. — 3 -3„ -2, 3„ 5,_�„ 5,_0„ —0'- 10„ 3, 3„ - 1' 3"- 2' -6" — —1 1„ — — T_4„ M-6 N — — — 7 8 --------- 9 10 O co 11 o _- - =- oo THIS APPLICATION IS APPROVED ONLY FOR WORK - - - .. _�,_ = C 08 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 03 N OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN -------- -- �t �I GROUND FL. __ - -- 26' 2" Jmr� CV CO �,A,�VERAGE GRADE _ 23 - 0'� c°s I = _ —�- I Designer: I SAAC - RA E 4310 Main Street Greenport, NY 11934 = I= I I I II = I +— I I I _ =IIII I =I I =I = T. 347-276-6093 E. clay@isaac-rae.com _ BASEMENT I I-I II I I I �7= 4;EiLtFq II I-I I I II I II II I I-_._1 1 1I I II I I I II I I I II I II I I -I I I II 1 I-I I -I I-I I I II II I I-I I1 1I I II 1 I-I 1 IApplicant of Record: EAST ELEVATION 1 5' _8„ 2 8'-7" 2 9 3 10'- 10„ 4 8' _ 7„ 5 6'-3" 6 12'- 11 6.7 7 8 1 2 1 2 -302.0 -302.0 -303.0 -303.0 I I I I I I I I I MAX BUILDING ���_ HIEGHT " Q11 C>o I I I I I I ( I ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ROOF_ — — — — — — — ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY ''"� ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU 46' - 4" AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. I I I I I SLIDING DOOR FIXED SLIDING DOOR FI ED FIXED Project: C-04 N I C01 o 4452 Peconic Bay T , � I � � � I � I� � ► I I 4452 Great Peconic Bay Blvd, Laurel, NY 11948 c-o2 I Project No.: R-02 2ND FL. °° 00Seal/Signature: 35' - 2" 3' -8" 8'-4" -- 1'-4" 8'-6" 4'- 1" -3"-3'-0"-0' -9" a .00 FIXED SLIDING DOOR SLIDING DOOR FIXED C-03 O CONSTRUCTION NOTES: KEY NOTE \ \ 2 \ O �f R ����'7/ 4G C-01 PROPOSED RAIN SCREEN SIDING C-02 C-02 C-02 PROPOSED CABLE RAILING 36"TALL CV C-03 PROPOSED OPERABLE ALUMINUM WINDOW SEE WINDOW SCHEDULE Ogg d SC' C-04 PROPOSED CURTAIN WALL SEE WINDOW SCHEDULE — — — — — — — cV r� 397 �0 - C-05 PROPOSED ALUMINUM WINDOW WITH I"THIN WINDOW TRIM PAINT COLORTBD GROUND FL. 26' 2" OF N� C-06 PROPOSED EXTERIOR DOOR SEE DOOR SCHEDULE. ;r;. CV lK`;"" C-07 PROPOSED EXTERIOR STONE VENEER WALL -K, C-08 PROPOSED EXTERIOR STAIR CABLE RAILING AVERAGE_ GRADE LL — — — 23' -- 0" _ C-09 PROPOSED EXTERIOR STUCCO WALL C-10 EXTERIOR RECESSED STAIR LIGHT,TYP I I _ _ I= _ _ _ _ _ Date: Scale: _ AS NOTED Drawing Title: 0- ELEVATION LEGEND: 'O _ = I = _ �—I --F _) _ = I = _ _ _ ( = I= = I = _ —I = _ =1 = I = I EXTERIOR ELEVATIONS ONEW PROPOSED VERTICAL CLEAR CEDAR I"X3/4"RAIN SCREEN SIDING B���A���� SEMENT =1 — � = ' �17 1 1/16 -I I—I —I 1 1—I I I—I I IIII I II I1 I I I I I I I II II II I I II II I —I III II I II I II I I I I I II I I I I I_ r � NEW PROPOSED HORIZONTAL CLEAR CEDAR 1"X 3/4' RAIN SCREEN SIDING � _ �� � I I 1I i II I I CC\I FACIA/TRIM BOARD Drawing NO.: O NSTONE VENEER WALL N co CONSTRUCTION NOTES ELEVATION SOUTH ELEVATION Z %Jumo �+ nB8 NOTES F 10' 0" E ' " 21 4. 8,. C.4 3, g,. C 14' 9" 15'-0" A 3" 1 2 1 2 DRAWING ISSUE -300.0 -300.0 -301.0 -301.0 NO. DATE ISSUED FOR I I I I 1 2 MAX BUILDING 3 CONSTRUCTION NOTES: ®-48, 0„HIES T _ — — — I I 1 4' -0" V_7" I 5 ROOF _ _ 6 KEY NOTE G� _ 4�� — — 7 V C-01 PROPOSED RAIN SCREEN SIDING CV 8 N g C-02 PROPOSED CABLE RAILING 36"TALL 10 C-03 PROPOSED OPERABLE ALUMINUM WINDOW SEE WINDOW SCHEDULE 11 C-04 PROPOSED CURTAIN WALL SEE WINDOW SCHEDULE C-05 PROPOSED ALUMINUM WINDOW WITH I"THIN WINDOW TRIM PAINT COLOR TBD N -04 9 CD 1 \ C-05 DRAWING REVISIONS C-06 PROPOSED EXTERIOR DOOR SEE DOOR SCHEDULE. I C-07 PROPOSED EXTERIOR STONE VENEER WALL T \ NO. DATE REVISION 1 C-08 PROPOSED EXTERIOR STAIR CABLE RAILING C-02 2 C-09 PROPOSED EXTERIOR STUCCO WALL 3 0 4 C-10 EXTERIOR RECESSED STAIR LIGHT,TYP _ C 5 C-01 —CO- oo —Co ' 2 N FL. — — — — 2'-0" 3'-0" N 5'-5" 3'-0" 0' 5" N 3'-0" 1, 0„ 5 5,.—N 6, 0„ 3,_4„ r 6 ELEVATION LEGEND: 35 - 2 - 7 s NEW PROPOSED VERTICAL CLEAR CEDAR 1"X 3/4"RAIN SCREEN SIDING E05 c-os C-os 10 NEW PROPOSED HORIZONTAL CLEAR CEDAR 1"X 3/4"RAIN SCREEN SIDING \ \ - \ // 13 11 FACIA/'TRIM BOARD CO C-03 O C� STONE VENEER WALL E17 \ THIS APPLICATION IS APPROVED ONLY FOR WORK C-oa INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL CONSTRUCTION NOTES ELEVATION \ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 1/2" = 1'-011 o 0 o TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 0ACCORDANCE WITH APPLICARI F CODES GROUND F N -71 N N N C-07 co AVERAGE ADE I -II II II Designer: off I SAAC - RA E 11430 Main Street Greenport, NY 11934 _ _ I I I I I = T. 347-276-6093 E. clay@Isaac-rae.com Ell1= 11 I = 1=i� '_ =1 I 1= I=I 11 =� 1 I I I=11 BASEME 6T — — - F+ ++ I I \ �� I \� I \ 1 �� � \ — I Applicant of Record: WEST ELEVATION 1/4" = 1'-0" 8 7 6.7 6 5 4 3 (§.99 4'-3" 2'- 11" 6'-3" 8' -7" 10'- 10" 8'-7" 5'-8" 2 1 2 1 303.0 -303.0 -302.0 -302.0 I I I I I I I I I MAX BUILDING HEIGHT 48 - 0 °° I I 6'-3" 4'-01' 5'-3" I 4'-0" 3'- 11" ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ROOF ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY 46, 4„— — — — — — I - — — ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU I i AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR N N PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF j I I I t l N I ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. c os Project: N 4452 Peconic Bay z 1 12 I j I I I ; j ; 12 ! 4452 Great Peconic Bay Blvd, Laurel, NY 11948 Project No.: . ................._............._........._............................._. _.... 2ND FL. - - ----- ----- c-o c-o eal/Signature: 3'-0"1'- 1" 6'-0" 1'- 1" 6' -7"351 - 211 -05 CD CO C-05 \ \ / , ILO c-o O _ O - \ -- 39 G RO U N D FL. _.-___ .---------__.-_ s--- V 26 2 -----. _ cos - — �0F NE N C-09 — M rh_AVE]RAGE GRADE Date: Scale: — AS NOTED � T I t \ I= Drawing Title: _ 11 _ _ _ _+_ EXTERIOR ELEVATIONS 7 _ 1 \ \ —_ —III— III _III _I o BAS17 EMENT +I � � + � + � I ' \ N ��� Drawing No.: CD N N co n NORTH ELEVATION NOTES 1 5'-8„ 2 8,-7„ 209 3 10'- 10„ 4 8,-7„ 5 6'-3„ 6 12'- 1ll V 7 4'-3„ 8 1 2 1 2 DRAWING ISSUE 2 I -302.0 I -302.0 303.0 I I -303.0 I 1 I NO. DATE ISSUED FOR MAX BUILDING -401.0 5'-81, 43'-3" 8'- 11" -401.0 1 _ HEIGHT \i/ 9 -- 0" — � — — — — — — — C 13 — — — — — — — — — — — 3 ROOF - —-- — - — - — CONSTRUCTION NOTES: 46' - 4" I — 5 , g KEY NOTE I I 7 C-01 PROPOSED WEATHER PROOFED EXTERIOR WALL W/SIDING ( 8 I I I I I I I 9 C-02 PROPOSED CABLE RAILING 36"TALL I \ c-o1 \ c-o1 10 C-03 PROPOSED PROTECTED ROOFING I \ 11 C-04 PROPOSED CURTAIN WALL SEE WINDOW SCHEDULE I I \ I \, 12 C-05 PROPOSED ALUMINUM WINDOW WITH 1"THIN WINDOW TRIM PAINT COLOR TBD T C-06 PROPOSED EXTERIOR DOOR SEE DOOR SCHEDULE. I I I I I I DRAWING REVISIONS NO. DATE REVISION C-07 PROPOSED EXTERIOR STONE VENEER WALL ( / I 1 / C-08 PROPOSED EXTERIOR STAIR RAILING / / -- I 2 C-09 PROPOSED SKYLIGHT,SEE SKYLIGHT SCHEDULE n2N D_FL. c o1 4 C-10 PROPOSED TRELLIS �� J5 - 2" N 5 C-11 PROPOSED F',OOF ADDITION I I I I I 7 C-12 PROPOSED STONE WALKWAY Ht— / // I I I C-13 6 MIL EPDM F'OOFING PITCHED TO ROOF DRAINS 9 10 C-14 PROPOSED WOODEN DECK I I I I I I 12 NOTES SECTION CONSTRUCTION � \ THIS APPLICATION IS APPROVED ONLY FOR WORK 1'-O" �,� \\ I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL I \ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR �- GROUND FL. _ _ — TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 26' - 2" N rh AVERAGE GRADE 23 0 - - _ Designer: Ln SAAC RA E 430 Main Street Greenport, NY 11934 � �BA��--_SEMENT _ = I T. 347-276-6093 E. clay@isaac-rae.com a � -I I I-I I I I I I o ,d- I _ I- I -III a ,a •- � _ — _ - - - _ _ _ — _ J � _ — _ — _ — _ — _ — _ — _ �J Applicant of Record: �-SECTION 2 1/4 = 1 0 1 2 2.9 3 4 5 6 6.7 7 8 5'-8" 8'- 7" 10'- 10" 8' -7" 6'-3" 12'- 11 4'-3" 1,-7„ 1 2 1 2 -302.0 I -302.0 I -303.0 1 -303.0 I 1 1 MAX BUILDING I 5'- 10" 34' -0" 9'-2" 4'-8" HIEGHT ROOF — 46' - 4" ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF I I I I I I ( IISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. I C-01 iv 3 \ 2 \ \ \ 1 \ Project: -400.0 -400.0 4452 Peconic Bay r -400.0 1 I - C-13 C-13 4452 Great Peconic Bay Blvd, Laurel, NY 11948 Project No.: 2ND FL. C01 CO °° I _ IR-02 35 _ 211 — — — N i I Seal/Signature: c-o1 C. I C-OS C-05 I / M / p D AR�y bo- N G L s Y ca / C� '� 1 I c-1a \ ( � � try •r1 GROUND FL. I , G I M oFc�E AVERAGE GRADE LID ( I I I I Date: AS NOTED Drawing Title: NBASEMENT _ — I = _ "� 1 I I = e I = BUILDING SECTIONS 66 CD :=J� N _ _ — — Drawing No.: Q N N N M n SECTION 1 1/4" = V-0" IL 77 NOTES 8 4'-3" 7 6.7 2'- 11" 6 ) 6' -3„ 5 8' _7„ 4 10'- 101, 3 (2-9 8'-7" 2 S-8„ 1 1'-7" 2 1 2 1 DRAWING ISSUE -303.0 1 -303.0 1 -302.0 1 -302.0 N0. DATE ISSUED FOR MAX BUILDING 5'- 1" 25'- 11" 1 '-7" I 1 � 2 �0„- - - - - - - - - - - - - - - - - - - 3 I r ROOF_ _� _ _ I _ I _ I I _ _ _ 4 CONSTRUCTION NOTES; V-) 46' - 4" I 5 KEY NOTE 7 C-01 PROPOSED WEATHER PROOFED EXTERIOR WALL W/SIDING 2 8 C-02 PROPOSED CABLE RAILING 36"TALL I -402.0 I I I I I 9 C-03 PROPOSED PROTECTED ROOFING 10 11 C-04 PROPOSED CURTAIN WALL SEE WINDOW SCHEDULE N \ 12 r I C-05 PROPOSED ALUMINUM WINDOW WITH I"THIN WINDOW TRIM PAINT COLOR TBD I I I DRAWING REVISIONS C-06 PROPOSED EXTERIOR DOOR SEE DOOR SCHEDULE. NO. DATE REVISION C-07 PROPOSED EXTERIOR STONE VENEER WALL 1 C-08 PROPOSED EXTERIOR STAIR RAILING C-13 2 C-09 PROPOSED SKYLIGHT,SEE SKYLIGHT SCHEDULE �2N D FL. 00 c�' c-- C-10 PROPOSED TRELLIS �� 35 — 2" N __ 55 7.1 C-11 PROPOSED ROOF ADDITION II I o / 6 C-12 PROPOSED STONE WALKWAY C-05 I // \\ 1 // // \\ I / =-- \ 8 C-13 6 MIL E:PDM ROOFING PITCHED TO ROOF DRAINS - O \� \ / / \ /O ' 10 C-14 PROPOSED WOODEN DECK / \\ // // \\ / \\`\ 11 000 CONSTRUCTION NOTES SECTION \\I // \\ \\ I// \\ '('` THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL \ / I GROUND FL. N o // OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR � — — — - — TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 26 - 2 I =-__ �- PLICABLF CODES- 4. ZY) Q. II I )oOdOo o0o000oOoQo0o0oQo 000 77777 0o00000000 oQo�oOoQ.o0o0oOc AVERAGE GRADE., ^ 11= I --�=1 as I I I I II I— — I II I Designer: LO 1 ICI Q I I 1 I I I SAAC - RAE 430 Main Street Greenport, NY 11934 BASEMENT —11 1 -1 11 T. 347-276-6093 E. clay@isaac-rae.com } I I11 _— I — Applicant of Record: r,,1 SECTION 4 5'-8" 2 8'-7" 2.9 3 10'- 10" 8'-7" 5 6'-3" 6 12'- 11 6.7 7 4'-3„ 8 I— - 3 1 2 1 2 -401.0 I -302.0 1 -302.0 1 303.0 1 1 -303.0 MAX BUILDING 1 43'-3" 9' -2" HIEGHT - - - - - - - - - - - - - - - - - - - - 48' - 0" � _ - � - 46' - 4" I ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF I 4 I I C-01 I I ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. 1 ` -605.0 \ N `\ Project: - +- - — - — - — — I I I 4452 Peconic Bay / 4452 Great Peconic Bay Blvd, Laurel, NY 11948 I I' / I / Project No.: rh 2ND FL. _ IR-02 M-1 36- 2" - - - r - - - Seal/Signature: I c-o1 ARC 11L � G� sy GROUND FL. - - - - I - 0 26 2 � 1 .d - 397 E C�oC�oC) OoC�° F N� AVERAGE GRADE Date: Scale: � � ,a I I I °,: I AS NOTED a — T = I I I I m l I I_ Drawing Title: �, BASEMENT I - 1 BUILDING SECTIONS C\I17' - 1 1/16�� 66 Q - N Drawing No.: N N co n SECTION 3 1/4" = 1'-0" le NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 1 2,9 3 4 6 5 6 7 8 9 10 11 6 MIL EPDM ROOFING 12 PITCHED TO ROOF DRAINS STAINLESS METAL COPING W/DRIP EDGE STAINLESS METAL COPING DRAWING REVISIONS STAINLESS METAL COPING W/DRIP EDGE NO. DATE REVISION W/DRIP EDGE 6 MIL EPDM ROOFING 6 MIL EPDM ROOFING 1 PITCHED TO ROOF DRAINS 7PITCHED TO ROOF DRAINS 2 -500.0 3 4 C bo eo 5 T TJI JOIST, SEE STRUCTURE T T TJI JOIST, SEE STRUCTURE 7 _ TJI JOIST, SEE STRUCTURE 2ND FL. _ _ //� 2ND FL. _ _ �. 2ND FL. 8 2" t/ �� - 2�� V/ �� - 2� 9 v v v LVL HEADER, SEE STRUCTURE v v v LVL HEADER, SEE STRUCTURE - -- 10 WINDOW HEAD SUPPORT L L :1 WINDOW HEAD SUPPORT 11 SEE STRUCTURE SEE STRUCTURE 12 IL THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN OPERABLE ALUMINUM WINDOW ACCORDANCE WITH APPLICABI F CODES SEE WINDOW SCHEDULE 3/4"CEDAR SIDING Designer: - - R-6 ZIP SYSTEM R-SHEATHING I SAAC - RA E 4 o -500.o i 430 Main Street Greenport, NY 11934 T. 347-276-6093 E. clay@isaac-rae.com 5 1/2"THICK 3/4" CEDAR SIDING CURTAIN WALL, COM ORTBATT R-6 ZIP SYSTEM R-SHEATHING SEE WINDOW SCHEDULE THERMAL BATT —J INSULATION R23 Applicant of Record: 2x6 WOOD WALL FRAMING 5 1/2"THICK { COMFORTBATT THERMAL BATT INSULATION R23 ENGINEERED WHITE OAK 2x6 WOOD WALL FRAMING FLOORING ENGINEERED WHITE OAK EXTERIOR WOODEN DECK ENGINEERED WHITE OAK GROUNQ FL. FLOORING GROUN FL. r GROUN FL. FLOORING 2„ — — 26' — 2'� — — — 2,. — i a _ TRIFORCE O O TRUSS JOIST d TRIFORCE TRIFORCE 1 TRUSS JOIST PLYWOOD TRUSS = TRUSS JOIST -500.0 a< STIFFENER PLYWOOD TRUSS o ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN tull-ul 11 Ill I Ill I-r� I ILL f4 STIFFENER _ ARE THE PROPERTY OF(SAAC-RAE LLC &COFFEY ° e ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU TJI BLOCKING PLYWOOD TRUSS AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR ° PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ° ° PROPOSED EXTERIOR _< STIFFENER ISAAC-RAE LLC &COFFEYARCHITECTURE P.C. d STUCCO WALL TJI BLOCKING .- - ° TJI BLOCKING Project: FOUNDATION WALL INSULATION :3" HIGH DENSITY FOUNDATION WALL /� //�� QQ SPRAY FOAM - INSULATION :3" HIGH DENSITY _ 4452 P GCO n I C Bay - SPRAY FOAM FOUNDATION WALL 4452 Great Peconic Bay Blvd, Laurel, NY 11948 a INSULATION :3" HIGH DENSITY SPRAY FOAM Project No.: — .:1. - _ I R-02 Seal/Signature: °. BITUMOUS WATERPROOFING I I ; •j; BITUMOUS WATERPROOFING X 4A BITUMOUS WATERPROOFING OF t4 B�ASEM_ T _ I BASEMENT _ `b " I- BASEM_E T _ —I a - 4 ®/ i 7' - 1 1/1 - o o °000 ". _ a 17 - 1 1/1 = .<� 17 - 1 1/1 — e .°. ° JoOo oQo , 00000 O ° Oo�OoQo ° , ' 000000 oOoOQ:O oOgOo o �OoOoC �00 ° Oo0o0©O.oOoO�C >Oo0o0 - ° OOOOO.a OaOo oQ < ° ° OoO.oQc a0o ° o%QoQ.o0o0o0o0_c 0O0 o .°°. ° 40oOQ0 oOoOo o .,9Q. oOoOoC o0, ° ° 4- 090o0oOopoOoC �O O ° e Oo0o0o >QoOoC�oO. 1 . O Oc o e 00o0oO.o0o0oOc Date: Scale: ° o 0 0, o o o ° o. o a o 0 0 0 0 0 0 ° AS NOTED O O O � - C • ° _ O O OO 00 ° 4 t QOQ — COO « Q.O OO JO a aQO — — _ 0 0 -' o o_ -- o a _ - o o o -- — Drawing Title: — — e!- — - — — _ 6" FOUNDATION DRAIN — — IL - — 6" FOUNDATION DRAIN WALL SECTIONS CM 66 - - --- 6" FOUNDATION DRAIN r N Drawing No.: O N N N ``' n WALL SECTION - 3 n WALL SECTION - 2 0 In n WALL SECTION - 1 NOTES 6 MIL EPDM ROOFING PITCHED TO ROOF DRAINS STAINLESS METAL COPING c Q 1 6�� 6 MIL EPDM ROOFING � 8 W/DRIP EDGE PITCHED TO ROOF DRAINS ROOF ROOF ROOF STAINLESS METAL COPING DRAWING ISSUE �—� _ _ _ — — STAINLESS METAL COPING 6 MIL EPDM ROOFING W 46 - 4 46 - 4 W/DRIP EDGE PITCHED TO ROOF DRAINS 46 4 �N/DRIP EDGE I I N0. DATE ISSUED FOR 1 _ I — 2 - - 3 TJI JOIST SEE STRUCTURE TJI JOIST, SEE STRUCTURE TJI JOIST, SEE STRUCTURE 4 • - I I s = 7 8 __ 9 I I 10 I 11 12 DRAWING REVISIONS NO. DATE REVISION I - 1 2 3/4"CEDAR SIDING 3 o o R-6 ZIP SYSTEM R-SHEATHING I 5 r r 5 1/2"THICK COMFORTBATT 6 3/4"CEDAR SIDING 3/4"CEDAR SIDING THERMAL BATT INSULATION R23 7 2x6 WOOD WALL FRAMING 8 R-6 ZIP SYSTEM R-SHEATHING _ R-6 ZIP SYSTEM R-SHEATHING I I 9 5 1/2"THICK COMFORTBATT 5 1/2"THICK COMFORTBATT 10 THERMAL BA INSULATION R23 THERMAL BATT INSULATION R23 11 - 12 2x6 WO D WALL FRAMING 2x6 WOOD WALL FRAMING I I THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN L_A(,roRDAN(,F WITH �LICABLELOD STAINLESS METAL COPING 6 MIL EPDM ROOFING W/DRIP EDGE PITCHED TO ROOF DRAINS I 6 MIL EPDM ROOFING _ STAINLESS METAL COPING = PITCHED TO ROOF DRAINS W/DRIP EDGE { Designer: A L L L L - ISAAC — RAE T VI IV V '- V v ` TJI JOIST, SEE STRUCTURE 430 Main Street Greenport, NY 11934 L ILL T IL L L I I 1" 2ND FL. 2ND FL. 2ND FL. R-6 ZIP SYSTEM R-SHEATHING T. 347-276-6093 E. cl y saac-rae.com a @i 35' - 2' — — — - 35' - 2" �/ 35' - 2" L L L LVL HEADER, SEE STRUCTURE L L L LVL HEADER, SEE STRUCTURE v v v V V V L L L WINDOW HEAD SUPPORT L L L Applicant of Record: SEE STRUCTURE I I I 4` WINDOW HEAD SUPPORT 5 01.0 I SEE STRUCTURE ALUMINDOW C� — I I I I SEE WINDOW OWUM ISCH SCHEDULE - - - _ 3/4"CEDAR SIDING ` 2x6 WOOD WALL FRAMING a � ENGINEERED WHITE OAK ENGINEERED WHITE OAK FLOORING FLOORING ` GROUN FL. _ _ GRO_UN FL. � 5 1/2"THICK COMFORTBATT _ (- G rh GROUN FL. THERMAL BATT INSULATION R23 [Ej - 2" ��.�Q Lo' - 2" 14 I ®J 26 `Z ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY TRIFORCE ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU TRUSS JOIST AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR TRIFORCE PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF a TRUSS JOIST PLYWOOD TRUSS ISAAC-RAE LLC &COFFEYARCHITECTURE P.C. - - STIFFENER _ a I o00O.00000000000 "$ >° ° ��000p00000000o PLYWOOD TRUSS PROPOSED EXTERIOR Project: 000000000000000 : .d STIFFENER STUCCO WALL �000000000000�0 " a4 4452 Peconic Bay i^ii1 �n i i • �" � � :, _ PROPOSED EXTERIOR I I - TJI BLOCKING STUCCO WALL a d ° TJI BLOCKING g FOUNDATION WALL 4452 Great Peconic Bay Blvd, Laurel, NY 11948 a INSULATION :3" HIGH DENSITY SPRAY FOAM FOUNDATION WALL IrR 02 oject 0.: VA, INSULATION :3" HIGH DENSITY _ _ ° a SPRAY FOAM Seal/Signature: T -III Ili III —T � II II III V°p �A' BITUMOUS WATERPROOFING �Q Apo BITUMOUS WATERPROOFINGF. s - mom' .a�` '° -�° " •° 6" FOUNDATION DRAIN op t4 BASEM_ T + { — — — BASEMENT _ BASEM T 17' - 1 1/1 I III 4' 1 T - 1 1/ "DODO d ®� ° 01 1 4 O O. Oo 00 O000g600g00000,00000000poo0o0o0 OoOoO0000a00000c o0000000000 00000000o'.Oo0o00000o�o0a0oDo0o00. 00o�oDo0o0oCjo0o0o�00 OC >o 00 . � , a° ? 0000000000000000000.000000.00.00o .oC>o000oOo000o00C Oo000o00000 00000.00.00000000.oOpo00.pO00pO00Q0 000000o00oO.00.S�000Qo0 a $ oC O o LL0O`0000000000oO0oo0o000000000 Oo0o0o0000000000 0 0 o a o 0 0 0 0 0 0 0 0 0 o a o a o 0 0 0 0 0 0 0 o a o 0 0 o d c °" ° ° o o. o 0 0 0 0 0_ O o, o 0 0 0 o O. o .o 0 0 0 0 0 0 0. o o_ o o ° - o <;' - ) O. = " �. ° Oo0o0o0o0o00000000000000000000 000000o000o&NC Oo0o0o00.000 Oo�o0o0000000o0o000000�00000000 OoO.oO.o0o000o000oOQOo o Date: Scale: 000 ° 4 00000 _o a o 0 o n o--a o 0 0 0 0 0-0 0--0 0_0 0' c a rN o ao a o 0 0 0 0 0 0 0 00 0 0 o O "a o OO OO o' "O o' n.�j'O0 ;°.;a O. AS NOTED 0000_000 " : )o 00 a ° 000 j 000 ° .0 Oogoo o ..o e o. o - - ---- - -- - - o a d~: ° C Drawing Title: 00000 ° o0o0oO,o0o0oC 000000 .a 0000000.00.0oc — — 13- — — — WALL SECTIONS N oOc .00 i 0-o0oDoOo�Oc (— ao I I ..000 ° ;°- oQoOo I I I _ — — i — _ _ ! ( _ - I _ = I I ( ! I= a II = — I = = 1= — I 1 _ Rd- Drawing No.: 0 N N N In `o n WALL SECTION - 6 2WALL SECTION - 5 WALL SECTION - 4 a 3/4" = 1'-0" NOTES (CA OOFING PITICHED OIL EPDM R ROOF RAINS D (D.2 E STAINLESS METAL COPING ROOF W/DRIP EDGE — — — DRAWING ISSUE 46' - 4" I I NO. DATE ISSUED FOR 1 3/4"CEDAR SIDING 2 3 4 NEW STEEL BEAM, 5 SEE STRUCTURE I EXTERIOR TRELLIS I 5 I I I 3/4"CEDAR SIDING 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 CURTAIN WALL, 2 SEE WINDOW SCHEDULE 3 4 5 iv 6 r F 7 4 7 I I 8 9 10 11 12 KEUKA STUDIOS THIS APPLICATION IS APPROVED ONLY FOR WORK THE ITHACA STYLE CABLE RAILING INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 6 MIL EPDM ROOFING TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 6 MIL EPDM ROOFING I I PITCHED TO ROOF DRAINS ROAN PITCHED TO ROOF GRAINS STAINLESS METAL COPING W/DRIP EDGE TERRACE WOODEN DECK STAINLESS METAL COPING W/DRIP EDGE NLESS METAL COPING = W/ROOF MEMBRANE � W/DRIP EDGE I 6 MIL EPDM ROOFING (Designer: PITCHED TO ROOF DRAINS - - --- - - - - - - - -- - ISAAC - RAE TJI JOIST, SEE STRUCTURE T vvv TJI JOIST, SEE STRUCTURE 430 Main Street Greenport, NY 11934 ' TJI JOIST, SEE STRUCTURE L L L 2ND FL — 2ND FL. _ 2ND FL. T. 347-276-6093 E. clay@isaac-rae.com 35' - 2" ®/ 35' - 2" 35' - 2" LVL HEADER, SEE STRUCTURE ILF- Ix LVL HEADER, SEE STRUCTURE vvv LVL HEADER, SEE STRUCTURE vvv LLL I R-6 ZIP SYSTEM R-SHEATHING LLL I WINDOW HEAD SUPPORT Applicant of Record: R-6 ZIP SYSTEM R-SHEATHINGSEE STRUCTURE ALUMINUM WINDOW ALUMINUM WINDOW CURTAIN WALL, SEE WINDOW SCHEDULE — ( SEE WINDOW SCHEDULE SEE WINDOW SCHEDULE o oSections 2 - Callout 3 ,4 —3/4" = 1'-0" THERMAL BATT NSULATION R233/4"CEDAR SIDING 3/4"CEDAR SIDING 5 1/2"THICK COMFORTBATT THERMAL BATT INSULATION R23 ENGINEERED WHITE OAK 2x6 WOOD WALL FRAMING FLOORING 2x6 WOOD WALL FRAMING ENGINEERED WHITE OAK ENGINEERED WHITE OAK GROUND FL. FLOORING G�ROUN FL. I FLOORINGLh GROUNDFL26' - 2" ° �/ 26' - 2" ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU PLYWOOD TRUSSPLYWOOD TRUSS AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR TRIFORCE TRUSS JOIST Q_, STIFFENER STIFFENER PART,WITHOUT THE EXPLIC►T WRITTEN PERMISSION OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. PLYWOOD TRUSS TJI BLOCKINGSTIFFENER0000000PROPOSED EXTERIOR O0000O0r Project: STUCCO WALL �o�o �o�o.�o0 PROPOSED EXTERIOR a ° ,� OnOo0Oo0a0oC4452 Peconic Bav . o .o0o0.0o0oi'oo�j0STUCCO WALL TJI BLOCKING4452 Great Peconic Bay Blvd, Laurel, NY 11948 FOUNDATION WALL FOUNDATION WALL INSULATION :3" HIGH DENSITY FOUNDATION WALL ;° INSULATION :3" HIGH DENSITY Project No.: _ SPRAY FOAM ° INSULATION :3" HIGH DENSITY �* SPRAY FOAM IR_02 _ °` SPRAY FOAM T � —� Seal/Signature: 'a) o� I— Q D AR BITUMOUS WATERPROOFING C�yj X;KBITUMOUS WATERPROOFING Q • °n — BITUMOUS WATERPROOFING _ x 6 FOUNDATION DRAIN _ F 4F N1E�1`1 6" FOUNDATION DRAIN Q g — rh BASEMENT = BASEM_E T BASEMENT I }� 17' - 1 1/16" — ° ; . < . o — ® 17' - 1 1/1 — o a0o ` °' 17' - 1 1/16�� °Qo0o0 " ° oOoDo < OoOoO °a ° — >00000000000000000 ° 8` �O>( OO Oo oO� r a 6" FOUNDATION DRAIN >OoOa.O.o0o0o0oQ.o0o0 - <- 0 - ° Date: Scale: �o�joOo�oOoOoOo�oOo o Oo�(00 0 °a a . °;. O0 >Oo0o0o0o0o0aO.o0o0 ' ° ° , ar�0 -- - -- 000 - _ ,°� 0 0 ° 0oC �Oo0AS NOTED °a ° oo = ° _ o0 Oo0o0 - OoO. O a. i— _ o o 0 00 00 I Drawing Title: Oo0, oQ o0. I WALL SECTIONS CO — I — — I ( — Oo0 -eQ - Q o — CD O o r —I I I—I i lI I II I II I II I II I II I _ d Drawing No.: N O N N N "' n WALL SECTION - 9 n WALL SECTION - 8 n WALL SECTION - 7m IN WINDOW SCHEDULE: NOTES FRAME TAG TYPE COUNT MATERIAL DIMENSION(W X H) MANUFACTURER-MODEL NO. NOTE 1 5 ALUMINUM S X 6' LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 2 1 ALUMINUM 8'-6"X 6' LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 2 DRAWING ISSUE 3 1 ALUMINUM 8'-4"X 3'-10" LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 3 N0. DATE ISSUED FOR CW 4 CURTAIN WALL 1 ALUMINUM 14' X T-11" LOEWEN SEE WINDOW ELEVATION 4 FOR DETAILED DIMENSIONS 1 02/13/2024 SH TOWN DOB FILING 5 1 ALUMINUM 2'-6"X 4'-6" LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 5 'Z 6 1 ALUMINUM 2'-6"X 4'-6" LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 5 3 7 1 ALUMINUM 3'-3"X 8' LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 7 4 8 1 ALUMINUM 5'-7"X 8' LOEWEN 5 6 9 2 ALUMINUM T-10"X T-11" LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 9 7 10 1 ALUMINUM 3'-10"X 8' LOEWEN 8 11 1 ALUMINUM 6'X 8' LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 10 9 12 2 ALUMINUM 4'X 6' LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 12 10 11 13 1 ALUMINUM 6'X 6' LOEWEN OPERABLE WINDOW-SEE WINDOW ELEVATION 13 1.Z A MINU X 1 LOE N ERA E DRAWING REVISIONS 15 1 ALUMINUM 4'X6' LOEWEN TEMPERED GLASS WINDOW N0. DATE REVISION 6y,/®r SC LE _ 1 5/7/2024 DEMO CLARIFICATIONS 5'-0" REVISED 6' -0" 4'-0" 2 5/23/2024 REVISION 1 3'- 10" 05/23/2024 r 6'-0" 3 4 2'_2" 3'-8" I 5 6 8 ' 10 11 12 o � i ' THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL o ` i OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ` 00 Designer: SAAC - RAE 430 Main Street Greenport, NY 11934 I T. 347-276-6093 E. clay@isaac-rae.com 14 WINDOW 14 & 15 WINDOW 13 1/2" = 1'-0" 13 „ _ n WINDOW 12 WINDOW 11 1/2 - 1 -0 1/2" = 1'-0" U 1/2" = 1'-0" 10 WINDOW 10 A licant of Record: 1/2 - 1 -0 PP i i CD _ , o i 00 00 ` ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF METROPOLITAN BUILDING CONSULTING \� \ GROUP,PC. IN ACCEPTING THIS INFORMATION YOU AGREE NOT `\ TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, WITHOUT THE EXPLICIT WRITTEN PERMISSION OF METROPOLITAN BUILDING CONSULTING GROUP,PC. Project: 4452 Peconic Bay 4452 Great Peconic Bay Blvd, Laurel, NY 11948 9 WINDOW WINDOW 8 n WINDOW 7 Project No.:NDOW 6 WI '1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" 6 n WINDOW 5 I R-02 1/2" = 1'-0" 1/2" = 1'-0" Seal/Signature: 14'-0" 8'-4" 8' 6" 3'-0" 4'-7" 4'-7" 4'-7„ _ ' 5'- 11" V D A)'C CD o - ` OF N zo .-I FIXED FIXED SLIDING i' i/ i Date: Scale: AS NOTED O Drawing Title: O WINDOW SCHEDULE mot' N O N —�— Drawing No.: N _N "' CURTAIN WALL 4 WINDOW 3 AV IL 1'-0" 3 n WINDOW 2 n WINDOW 1 1/2" = 1'-0" U 1/2" = 1'-0" 0000 NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 6 7 8 9 10 11 12 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 4'-3" (D.2 8 Designer: 5 1/2"' 11/2" 1" ► 1 1/2" 1" I SAAC - RA E 3/4" CEDAR SIDING I r 3/4" CEDAR SIDING 430 Main Street Greenport, NY 11934 L L L WOOD FURRING 1 =' T. 347-276-6093 E. clay@isaac-rae.com LI L L WOOD FURRING V V V .+ -. 1 1/2"THICK INSULATED i 4 ; 1 1/2"THICK INSULATED R-SHEATHING V V V +_ R-SHEATHING 5/8" GYPSUM BOARD _$ _ /W WATERPROOFING 5/8"GYPSUM BOARDI I 7. ' - /W WATERPROOFING L L L MEMBRANE, R 6 '___; MEMBRANE, R-6 Applicant of Record: LI L L LVL BEAM LVL BEAM � r WINDOW HEAD SUPPORT : + SLOPE SEE STRUCTURE - WINDOW HEAD SUPPORT }.;..-._ SEE STRUCTURE -;_ FORMED ALUMINUM 3 _ ,� CURTAIN WALL TRIM CONTINUE WEATHER RESISTIVE �_ — — ---r BARRIER SEALANT _ SEALANT AND BACKER ROD INTERIOR WOOD TRIM 1 CONTINUE WEATHER RESISTIVE BARRIER INTERIOR WOOD TRIM FRAME CLADDING SEE MANUFACTURERS 6" 1° ( SPECIFICATIONS CURTAIN WALL 3 1/2" 1 1/2" PICTURE/DIRECT SET WINDOW ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. n SKYLIGHT ENLARGED PLAN TYPICAL CURTAIN WALL HEAD DETAIL TYPICAL WINDOW HEAD DETAIL 3" = 1'-0" 3" = 1'-0" project: D.2 4452 Peconic Bay 4452 Great Peconic Bay Blvd, Laurel, NY 11948 6" 3 1/2" 11 1 Project No.: � I R-02 INSULATED SKYLIGHT GLAZING Seal/Signature: PICTURE/DIRECT SET WINDOW EXTERIOR SLOPE SKYLIGHT MULLION 2 � � I CURTAIN WALL SELF-ADHERED FLASHING D ApC SST FLASHING i i cj't y CURTAIN WALL SILL C \ SUPPORT BLOCK I SEE MANUFACTURERS INTERIOR WOOD TRIM FRAME CLADDING i 6 MIL EPDM ROOF SILL PAN SPECIFICATIONS ' MEMBRANE SEE MANUFACTURERS SPECIFICATIONS CANT 3/4" ENGINEERED WHITE OAK SEALANT AND BACKER ROD FLOORING ON 3/4" PLYWOODSELF-ADHERED 3g76 O FLA HIN S G SUBSTRATE SUBFLOOR 5/8"GYPSUM BOARD I _ rF OF t4 SKYLIGHT TAPERED RIGID POLYISO ROOF TERRACE i WINDOW SILL SUPPORT CURB WOOD INSULATION WOODEN DECK 1 BLOCK BLOCKING TT 3/4"SHEATHING t - TAPERED ROOF _ � �+_— 1 1/2"THICK INSULATED DECK SURPPORT -i` R-SHEATHING Date: Scale: LVL BEAM AT SKYLIGHT OPENING L L L t /W WATERPROOFING AS NOTED SEE STRUCTURE TAPERED RIGID POLYISO I l_.__._ MEMBRANE, R-6 Drawing Title: V V V INSULATION r . { WINDOW/SKYLIGHT DETAILS WOOD FURRING N LVL BEAM _ o L L WINDOW SILL SUPPORT ._ r >4 3/4"CEDAR SIDING SEE STRUCTURE i N I Drawing No.: 0 N N N `o n SKYLIGHT SECTION DETAIL TYPICAL CURTAIN WALL SILL DETAIL TYPICAL WINDOW SILL DETAIL 1 3" = 1'-0" NOTES T CA DRAWING ISSUE 3/4" CEDAR SIDINCI WOOD FURRING NO. DATE ISSUED FOR I 1 WOOD FURRING - LVL BEAM 3/4"CEDAR SIDING 2 f_ L L L WINDOW HEAD SUPPORT L L L 1 1/2"THICK INSULATED 3 = SEE STRUCTURE - 1 1/2 THICK INSULATED _ � R-SHEATHING 4 R-SHEATHING -J-' /W WATERPROOFING /W WATERPROOFING V V 1 V 5/8"GYPSUM BOARD V V V i7 7,. MEMBRANE, R-6 5 MEMBRANE, R-6 4! 6 CONTINUE WEATHER RESISTIVE L L L L L L i- LVL BEAM 7 BARRIER 44 WINDOW HEAD SUPPORT 8 1 SEE STRUCTURE 9 SEALANT AND BACKER ROD A- SEALANT 10 CONTINUE WEATHER RESISTIVE 11 FRAME CLADDING INTERIOR WOOD TRIM BARRIER 12 SEE MANUFACTURERSU. SPECIFICATIONS DRAWING REVISIONS NO. DATE REVISION 1 2 EXTERIOR OUTSWING SLIDING DOOR 3 ALUMINUM DOOR 1 4 5 6 7 8 I 9 10 EXTERIOR DOOR SCHEDULE: 11 FRAME TYPE 12 TAG LOCATION COUNT MATERIAL DIMENSION(W X H) MANUFACTURER-MODEL NO. HARDWARE TYPE NOTE D1 SOUTH ENTRY 1 ALUMINUM SLIDING DOOR 20'-3"X 8' LOEWEN TBD EXTERIOR 2 PANEL GALSS SLIDING DOOR 4'-6"X 8' THIS APPLICATION IS APPROVED ONLY FOR WORK D2 2ND FL SOUTH 1 ALUMINUM SLIDING DOOR 24'-5"X 7'-11" LOEWEN TBD EXTERIOR 2 PANEL GALSS SLIDING DOOR 5'X 8' INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL TYPICAL IaLAZED DOOR HEAD DETAIL n TYPICAL SLIDING DOOR HEAD DETAIL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 8 3" 1' O" ' 3" 1'-O" D3 NORTH MUDROOM 1 ALUMINUM OUTSWING 3'-6"X 7'-3" TBD PAINTED HOLLOW METAL DOOR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN D4 NORTH ENTRY 1 ALUMINUM OUTSWING 14'-6"X 7-10" LOEWEN TBD EXTERIOR DOOR SCHEDULE Designer: I I 3' - 10" ISAAC - RA E 1 i SLIDING DOOR _ 3'-6" 430 Main Street Greenport, NY 11934 I T. 347-276-6093 E. clay@isaac-rae.com I I ' EXTERIOR OUTSWING I ALUMINUM DOOR SILL I I I ,' � Applicant of Record: 3/4" ENGINEERED WHITE OAK FLOORING ON 3/4" PLYWOOD SELF-ADHERED FLASHING SUBFLOOR I I I I ` ROOF TERRACE 3!4" ENGINEERED WHITE OAK 1 WOODEN DECK 0 FLOORING ON 3/4" PLYWOOD I - \ GROUND FL. r=77 SUBFLOOR d ° 77 TAPERED ROOF DECK SUPPPORT _ ° SLIDING DOOR SILL I L L L / ° d° ° \ / SUPPORT BLOCK TAPERED RIGID POLYISO n I V I V i V INSULATION ' �_L__ _L__L L g LVL BEAM \. ' p WINDOW SILL SIJPPORT PLYWOOD TRUSS STIFFENER PER MANUFACTURERS I SEE STRUCTURE d ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN SPECIFICATIONS ARE THE PROPERTY OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE LLC &COFFEY ARCHITECTURE P.C. n EXTERIOR GLASS DOOR EXTERIOR HM DOOR TYPICAL GLAZED DOOR SILL DETAIL TYPICAL SLIDING DOOR SILL DETAIL Y 1/2" = 1'-0" 1/2" = V-0" Project: 6 3 = 1 -0 4452 Peconic Bay 4452 Great Peconic Bay Blvd, Laurel, NY 11948 20'-3" Project No.: 24'-s" I R-02 4'-8" 0'- 10" 9'-3" 0'- 10" 4'-8" 4'-6" 4'-6" 4'- 10" 4'- 10" 4'- 10" 4'-6" 4'-6" Seal/Signature: I ceD Alley 397�� SLIDING DOOR FIXED SLIDING DOOR FIXED FIXED FIXED SLIDING DOOR SLIDING DOOR FIXED (IF t4 Date: Scale: AS NOTED Drawing Title: 0- DOOR SCHEDULE AND DETAILS 00 N 66 T �r EX'TERIOR SLIDING DOOR 2 EXTERIOR SLIDING DOOR 1 Drawing No.: 0 � 1/2" = 1'-0" N NAlft N 77777 GENER,AL STKU CTU f�AL NOTES DRAWING ISSUE N0. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION A. DESIGN LIVE LOADS F. STRUCTURAL STEEL 1. MISCELLANEOUS 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 4 STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING 1 . ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy = 50 KSI. I . ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NEW 5 LIVE LOADS IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 2. STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500 GR B (Fy = 4G KSI) YORK STATE. 6 3. STEEL WORK SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - 2. NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM 7 1 , BUILDING CATEGORY: II ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN", OF THE AMERICAN INSTITUTE OF EXECUTING ALL T.HE WORK IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 9 2. IMPORTANCE FACTOR: WIND (LW) = 1 .0 STEEL CONSTRUCTION, INC. LATEST EDITION, INCLUDING ALL SUPPLEMENTS AND THE AND ALL LOCAL REGULATIONS HAVING JURISDICTION. 10 SNOW (LS) = 1 .0 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" LATEST EDITION. 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ANY 11 SEISMIC (LE) = 1 .0 4. CONNECTION BOLTS SHALL BE 4" DIAMETER CONFORMING TO ASTM A325, 7I 1"E X. SUBCONTRACTOR OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. 12 3. WIND LOAD: 130 MPH BASIC WIND SPEED INSTALL EACH BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD, \NHICHEVER IS 4. THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR VARIANCE DRAWING REVISIONS WIND EXPOSURE: B TURNED FOR TIGHTENING. ALL CONNECTION BOLTS ARE REQUIRED TO BE "SNUG TIGHT" APPROVAL. VELOCITY PRESSURE EXPOSURE COEFFICIENT, KZ 0.85 ONLY UNLESS OTHERWISE NOTED. NO. DATE REVISION DIRECTIONALITY FACTOR, KD: 0.85 5. OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS J. COORDINATION 1 GUST EFFECT FACTOR, G: 0.85 ON THIS PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. 2 INTERNAL PRESSURE COEFFICIENT, GCPI: ±0. 18 3 G. ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND WELDING 1 . THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE ENGINEER 4 4. SEISMIC: SEISMIC DESIGN CATEGORY: B OPERATORS WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE OF ANY CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE 5 SDS = 0. 17 I "STRUCTURAL WELDING CODE" AWS D I . I OF THE AMEKICAN WELDING SOCIETY TO FOR THE SAME. 6 SDI = 0.07G 2 7PERFORM THE TYPES OF WELDS REQUIRED ON THIS PROJECT. 7 5. FLOOR LIVE LOAD: 0 PSF . ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS GENERAL NOTES: 8 G. GROUND SNOW LOAD: 0 PSF THAN 3 INCHES IN LENGTH UON ON THE DRAWINGS. PROVIDE ONE NUT AND ONE 9 7. ROOF LIFE LOAD: 20 PSF WASHER WITH EACH ANCHOR BOLT UNLESS OTHERWISE NOTED. COLUMNS TO BE 1 . THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING, AND MAKE SAFE ALL 10 11 ERECTED AND LEVELED WITH LEVELING SHIMS, LEVELING NUTS ARE PROHIBITED. FLOORS, ROOFS, WALLS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. 12 8. ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 2. DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE THIS APPLICATION IS APPROVED ONLY FOR WORK B. CONCRETF 2.0 MILS DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL APPROXIMATE AND ARE BASED ON LIMITED INFORMATION. THE CONTRACTOR SHALL VERIFY ALL INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL SSPC PAINT 2, 13 OR 14. CLEAN (WIRE BRUSH) AND SPOT PAINT ALL FIELD WELDS, FIELD INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 1 . ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS CUT EDGES AND SERIOUS ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT. AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN ON THE TO BE CONSIDERED AS EITHER BEING APPROVED OR IN FOLLOWS: 9. BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR EVALUATION PRIOR TO START ACCORDANCE WITH APPLICABLE CODES. a. FLOOR SLABS, WALLS 4,000 PSI NOTED. OF FABRICATION. b. ALL OTC 1ER CONCRETE WORK 3,000 PSI 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, 2. ALL CONCRETE WORK SHALL CONFORM TO ACI 3 18 AND ACI 301 . G. STRUCTURAL LUMBER AND PLUMBING, ETC. REQUIREMENTS, DISCREPANCIES, AND/OR SHALL BE REPORTED TO THE Consultants 3. CONCRETE: FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JK. FLOOR SLABS ARCHITECT IMMEDIATELY. SHALL BE I . STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2, OR BETTER, UNLESS 4. THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING, FABRICATION, ANDA.S. Engineering 01�° iCCS, ° CLASS 2. OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: ERECTION PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. Where innovati . gis tspravic,�01t, 4. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON a. Fb = 650 PSI 5. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN ON THE DRAWING,, AT OFFSETS AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. b. Fc (PERPENDICULAR) = G25 PSI STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. NEwYORK CITY: 5. CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS c. Fv = 95 PSI 630 FIFTH AVE., SUITE 2000 SPECIFIED IN CHAPTER 12 OF ACI 301 . d. E = 1 ,000,000 PSI GENERAL CONDITIONS: NEWYORK, NY G. SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOK FINISHES. 7. PLACE 1/2" EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL 2. ALL PRESSURE TREATED LUMBER SHALL BE No. 2 SOUTHERN YELLOW PINE, OR BETTER, 1 . ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE LONG ISLAND: SURFACES UNLESS OTHERWISE NOTED. WITH ACQ (ALKALINE COPPER QUATERNARY) TREATMENT. 100 DUFFYAVE., SUITE 510 -#0928 3. PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS REQUIREMENTS AS SPELLED OUT IN THESE NOTES. ALL PARTIES MUST CAREFULLY STUDY ALL NOTES HICKSVILLE, NY 11801 FOR ITEMS WHICH MAY PERTAIN TO THEIR TRADES. FAILURE TO READ THESE NOTES DOES NOT 4. LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER C. REINFORCING STEEL AND WOOD. PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR REQUIREMENTS. QUESTIONS WILL BE FLORIDA: 1 . BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM AG 15, GRADE NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. CHEERFULLY ANSWERED BY THE ENGINEER. P.O. BOX 210 00. AL; LAG BOLTS AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND 2. ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL TERRA CEIA, FLORIDA, 34250 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 OR ASTM A497. UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. CONDITIONS TO BE MET BEFORE SUBMITTING BID. LACK OF THOROUGH UNDERSTANDING OF THE PHONE: 3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DETAILING 1 1 PROJECT REQUIREMENTS SHALL NOT CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS NOR MANUAL", I UBLICATION SP-00. 5. THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 32 TO I G INCH JUSTIFY A REQUEST FOP, EXTRA COMPENSATION. CELL: (631) 560-0259 LARGER THAN THE BOLTS. 3. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ON JOB AND FAX: (631) 938-0784 4. REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO G. STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A30. SHALL BE RESPONSIBLE FOR SAME. PLACING CONCRETE.5. PROVIDE E>AKS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS 7. PLYWOOD SHALL BE C-C EXTERIOR, DFPA GRADE MARKED OR EQUIVALENT, OF THE 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL GOVERNING LONGITUDINAL BARS IN FOOTINGS THICKNESS SHOWN ON THE DRAWINGS. AUTHORITIES. 8. PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, ARCHITECTURAL, AND D. TYPICAL CONCRETE REINFORCING BAR DETAILS 9. ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS MECHANICAL DRAWINGS. Applicant ofRecord: INCLUDING WASHERS, LLAG BO TS LIMITED SC OWS NAILS, SHALL DEANCHOR GA VBOLTS, ANIZEDCONNECTION ACCORDANCEDOLTS, WITH THE G. ARCHITECTURAL REQUIREME FLOORS, NTTS EVENROOF, If NOT SHOWN AOSCSUCH ON AND STIRUC STRUCTURAL AND ARCHITECTURAL AND ISAAC - RAE URAL G MIN NOTES: ASTM STANDARD FOR THAT ACCESSORY, ASTM A2 13, A ) 53 OR OTHEK. DRAWINGS. 430 MAIN STREET I - LAP - SEE G.S.N. 10. FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN GREENPORT, NY 11934 2. MAXIMUM I/5 LAP BUT NOT MORE THAN 0". PRODUCED BY THE 51MP50N STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR INSTALLED AND IS STRUCTURALLY SOUND. T. 347-276-6093 E. clay@isaac-rae.com BAR OFFSET 3. WIRE TIES. EQUIVALENT PRODUCTS. 8. ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HILT CORPORATION OR 4. 161 ( 1 " MINIMUM). 1 1 . ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM APPROVED EQUAL AND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, INCLUDING ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET 5. RADIU5=3d FOR BARS NOT OVER #8; 4d FOR #9, # 10 PROPERTIES: TORQUE, EMBEDMENT, LENGTH, ETC. FORTH HEREIN ARE THE PROPERTY OFISAAC-RAELLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 4 AND # I I BARS; 5d FOR # 14 AND # 18 BARS. 5d FOR a. Fb = 2,000 PSI 9. ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FOR THE IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR ALL GRADE 40 BARS WITH 160 DEGREE HOOK. b. Fv = 285 PSI PROPER PERFORMANCE OF THEIR WORK, COORDINATION WITH OTHER TRADES METHODS, SAFETY CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE G. 4d (2 1/2" MINIMUM). c. Fc (PERPENDICULAR) = 750 PSI AND SECURITY ON THE JOB SITE. ASES AND IT AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR 7. 126 (90 DEGREE HOOK). d. E = 1 ,900,000 PSI LIABLE FOR THE ABOVE AND SHALL BE HELD HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND 8. Gd (3" MINIMUM). SUBCONTRACTORS FROM ANY AND ALL CLAIMS, LOSSES, SUITS, AND LEGAL ACTION WHATSOEVER Project: BAR CLEARANCE 9. 135 DEGREE BEND. H. ABBREVIATIONS ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. 10. BEND AROUND 1 1/2" PIN FOK #3 BARS. BEND 10. ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES SHALL BE AT THE 4452 Peconic Bay AROUND 2" PIN FOR #4 BARS. BEND AROUND THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED SOLE DISCRETION OF THE ARCHITECT. ACCEPTANCE OF A DEVIATION FROM ANY REQUIREMENT SHALL 8 2 112" PIN FOR #5 BARS. ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: NOT BE CONSTRUED AS PERMITTING ANY OTHER DEVIATION. 4452 Great Peconic Bay Blvd, Laurel, NY 11948 O A.F.F. - ABOVE FINISHED FLOOR N.I.C. - NOT IN CONTRACT Project No.: ALUM. - ALUMINUM O.C. - ON CENTER IR-02 � - AND O.D. - OUTSIDE DIAMETER O @ - AT OPP. - OPPOSITE Seal/Signature: BLDG. - BUILDING PLAS. LAM. - PLASTIC LAMINATE OCMU - CONCRETE MASONRY UNIT PLYWD. - PLYWOOD 0 CONC. - CONCRETE P.S.F. - POUNDS PER SQUARE FOOT of NEF 5 DBL. - DOUBLE P.S.I. - POUNDS PER SQUARE INCH d Hall EA. - EACH P.T. - PRESSURE TREATED �,� �.��sspy, 3 ELEC. - ELECTRICAL KEINF. - REINFORCING DRAWING INDEX: 5 d 7 E.P.S. - EXPANDED POLYSTYRENE K.O. - ROUGH OPENING ' ` t4l EXT. - EXTERIOR RUN. - RUNNER S;, z F.D. - FLOOR DRAIN SHT. - SHEET G-001.00 GENERAL STRUCTURAL NOTES LU �' G-002.00 GENERAL NOTES SCHEDULES ,a 082359 5 FT. - FEET SHTNG. - SHEATHING FO-100.00 FOUNDATION PLAN 9aF�sstoc�P`' GA. - GAUGE SIM. - SIMILAR S-100.00 FIRST FLOOR FRAMING PLAN BEND HOOK DETAILS SPLICE DETAIL GALV. - GALVANIZED S-N-L - SNAP-N-LOCK S-101.00 EXIST. FIRST FLOOR CEILING FRAMING PLAN GWB - GYPSUM WALL BOARD S.M.S. - SHEET METAL SCREW S-102.00 SECOND FLOOR FRAMING PLAN H. - HIGH SPECS - SPECIFICATIONS S-103.00 ROOF FRAMING PLAN PLAN E. GROUT HORZ. - HORIZONTAL S.S. - STAINLESS STEEL S-104.00 FIRST FLOOR LATERAL RESISTING SYSTEM PLAN I.D. - INSIDE DIAMETER STL. - STEEL S-105.00 SECOND FLOOR LATERAL RESISTING SYSTEM PLAN 1 . PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING INSUL. - INSULATION TAG - TONGUE AND GROOVE S-200.00 SECTIONS Date: 03/20/24 scale: PLATES. INT. - INTERIOR TYP. - TYPICAL AS NOTED 2. NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CKD-C S-300.00 UNDERPINNING DETAILS Drawing Title: L - LENGTH, LONG U.O.N. - UNLESS OTHERWISE NOTED S-301.00 STRUCTURAL DETAILS 02 I . GROUT SHALL BE NON-METALLIC AND NON-STAINING. LAV. - LAVATORY VERT. - VERTICAL S-302.00 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES MACH. - MACHINE V.I.F. - VERIFY IN FIELD S-303.00 STRUCTURAL DETAILS MAX. - MAXIMUM W/ - WITH S-304.00 STRUCTURAL DETAILS MFR. - MANUFACTURER W.C. - WATER CLOSET S-305.00 STRUCTURAL DETAILS Drawing No.: MIN. - MINIMUM WD. - WOOD S-306.00 STRUCTURAL DETAILS M.P.H. - MILES PER HOUR W.H. - WATER HEATER I' r S-307.00 STRUCTURAL DETAILS Am*& 0 MTL. - METAL W/O - WITHOUT S-308.00 STRUCTURAL DETAILS 14 m NEO. - NEOPRENE W.W.F. - WELDED WIRE FABRIC IN m 0010 DRAWING ISSUE WOOD POST SCHEDULE SHEARWALL (SW) SHEATHING SCHEDULE WALL FASTENING SCHEDULE 10. 'o/DAT9 SOUTHOLLD OWNISSUED OR TRUSTEES CONNECTION FASTENER QUANTITY PER 2 03/20/24 ISSUED FOR CONSTRUCTION BEAM PERP. TO WALL BEAM IN LINE w/ WALL MARK MATERIAL/THICKNESS BLOCKING ANCHORAGE (NAIL SIZE AND POSITION EXAGGER. MIN. NOMINAL LENGTH IN INCHES x CONNECTION OR SPACING 3 06/21124 REVISED PER PLAN REVIEW COMMENTS FOR ILLUSTRATIVE PURPOSES) MIN. NOMINAL NAIL DIA. IN INCHES BETWEEN FASTENERS 4 WA BEAM TO CONCRETE: 5/8"0 (INCHES ON - CENTER) LL PLATE BEAM WALL PLATE 2x6 SPF #2 I G" O.C. AND (3) 2x6 @ ANCHOR BOLTS @ 48" TOP OR SOLE PLATE 5 @ TO STUD (FACE NAIL) 3 112"x 0. 162" NAIL(I 6d COMMON) 2 6 EA. OPENING AND END OF WALL TYP. O.C. AND WITHIN 12" ALL (� 1 5/32 APA RATED STRUCTURAL GRADE PLATE ENDS I 3"x 0.131" NAILS 3 7 SW I SHEATHING ON BOTH SIDES w/ I OD YES 3"x 0. 120" NAILS 4 8 POST POST NAILS @ 4" O.C. AT PANEL EDGES AND TO WOOD FRAME: (2) 16D 9 @ 8" O.C. @ FIELD INTERMEDIATES @ 4" O.C. (STAGGERED) DOUBLE 2x4 \ 3"x 0. 145" NAIL(I Od COMMON) 10 TOP PLATE BEAM / HEADER MIN. POST SIZE FOR: MIN. POST SIZE FOR: 16" O.C. INSTALL SIMPSON HD 12 3 I/2"x 0. 162" NAIL(I 6d COMMON) 11 MEMBER 2x4 WALL 2x6 WALL 2x4 WALL 2x6 WALL HOLD DOWNS WHERE 3"x 0.131" NAILS 12 (2) 2x SAWN LUMBER (3) 2x4 (3) 2x6 (3) 2x4 (3) 2x6 NOTED ON PLANS 3"x 0. 120" NAILS 12"O.C. DRAWING REVISIONS (3) �'_x SAWN LUMBER (4) 2x4 (4) 2x6 (3) 2x4 (3) 2x6 INTERIOR HILTI 'X-GP72P8S23' POWDER ACTUATED BEARING FASTENERS w/23MM WASHERS 16" O.C. N0. DATE REVISION WALL SILL 1 (4) 2x SAWN LUMBER (5) 2x4 (5) 2x6 (4) 2x4 (4) 2x6 PLATE TO NON HILTI 'X-CP72P8S23' POWDER ACTUATED CONCRETE BEARING FASTENERS w/23MM WASHERS 32" O.C. 2 � INTERIOR 3 (2) 1 .75" LVL (3) 1 .75" x (3) 1 .75" x (3) 1 .75" x (3) 1 .75" x BEARING 3"x 0.13 I" NAIL 16" O.C. 4 3.5" LVL 5.5" LVL 3.5" LVL 5.5" LVL o WALL SILL PLATE T NON 3"x 0.13 1" NAIL 16" O.C. 5 (3) I .75" LVL 3.5 LVL 5.5 LVL(4) I .75" x (4) I .75" x (4) 2x4 (4) 2x6 BEARING 6 STUD TO TOP OR SOLE 3 112"x 0.162" NAIL(I 6d COMMON) 7 (4) I .75" LVL (5) I .75" x (5) I .75" x (5) 2x4 (5) 2x6 PLATE (TOE-NAIL) 3"x 0. 13 I" NAILS 3 8 3.5" LVL 5.5" LVLj�� 9 3"x 0.120" NAILS 4 10 LEGEND: 11 SW I 3 112"x 0. 162" NAIL(I 6d COMMON) 2 EACH SIDE OF LAP 12 CAP/fOP PLATE LAPS DENOTES "SW I " SHEAR WALL, SEE PLANS AND INTERSECTIONS 3"x 0.131" NAILS THIS APPLICATION IS APPROVED ONLY FOR WORK 3 EACH SIDE OF LAP NOTES: INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 3"x 0.120" NAILS OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 3"x 0. 148" NAIL(I Od COMMON) 12" O.C. TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I . ALL SHEAR WALL FRAMING STUDS TO BE SPF #2 DOUBLE STUD ® 3"x 0. 131" NAILS ACCORDANCE WITH APPLICABLE CODES. 8" O.C. 2. # DENOTES SIMP50N HD 12 HOLD-DOWNS. SEE FRAMING PLANS FOR LOCATIONS 3"x 0.120" NAILS HEADER (H) SCHEDULE 3. ® DENOTES 51MPSONHD55HOLD-DOWNS. SEE FRAMING PLANS FOR LOCATIONS CORNER STUDS 31/2"x0. 162" NAIL(IGdCOMMON) 24" O.C. L Consultants 3"x 0.13 I" NAILS 16" O.C. MARK SIZE MATERIAL NO. OF BRG. NO. OF FULL 3"x 0.120" NAILS 12" O.C. Engineering [ SgP.C. STUD/POST HT. STUD (2) ROWS @ 4" O.C. UPPER practicality H I (3) I .75" x I I .875" LVL (3) 2x (I) 2x ROOF TOP PLATES PLATE TO LOWER PLATE ` 101~ t�1C�VCtQItE'OS TO HEADER 3"x 0.13 I" NAILS d2- (3) 1 .75" x 9.25" LVL (2) 2x (1) 2x PERIMETER NAILING (2) ROWS @ 4" O.C. LOWER NEW YORK CITY: H3 (3) 2x 10 DF #I (2) 2x (I) 2x (SEE SCHEDULE) 2x6 @ PLAYWOOD PLATE TO HEADER BREAK w/STAGGERED FLOOR FASTENING SCHEDULE 630 FIFTH AVE., SUITE 2000 H4 (2) 2x 10 DF #1 (2) 2x (1 ) 2x NAILS AT PANEL EDGES NEW YORK, NY H'5 (3) 1 .75" x 1 1 .25" LVL (2) 2x (1 ) 2x CONNECTION FASTENER QUANTITY PER LONG ISLAND: _. ._ . . . . . . _ ._ . (NAIL SIZE AND POSITION EXAGGER. MIN. NOMINAL LENGTH IN INCHES x CONNECTION OR SPACING 1.1 LI LI I.I LI ( LI LI LI 1.1 FOR ILLUSTRATIVE PURPOSES) MIN. NOMINAL NAIL DIA. IN INCHES BETWEEN FASTENERS 100 DUFFY AVE., SUITE 510 -#0928 (INCHES ON - CENTER) f l I I I I I I I I I I I I HICKSVILLE, NY 11801 JOIST TO SILL FLOOR TRUSS z SHEATHING OR GIRDER TO TOP PLATE 3"x 0.148" NAIL(I Od COMMON) 3 FLORIDA: I J I I I'I II I I I I I'I I 1.1 I�I I�I I' (SEE SCHEDULE), (TOE-NAILED) - w 3 „x 0.13 I NAILS NON-BEARING WALL HEADER SCHEDULE zo -ii -iiii ii -ii -iiii -ii -Ii i -iI STAGGER LAPS 4 P.O. BOX210 LU = AS SHOWN 3"x 0.120" NAILS TERRA CEIA, FLORIDA, 34250 Q � 11 II II II II I II II II II II NO. OF BRG. NO. OF FULL `n I I I i'I 1 I I I'1 I I ! 'I BLOCKING TO JOIST 2 I/2"x 0.13 I" NAIL(0. 13 I"x3" COMMON 2 PHONE: OPENING OPE= SIZE SIZE MATERIAL STUD/POST HT. STUD NOTES w LI LI LI I LI LI LI LI LI I LI LU (LISTED NUMBER OF I- _ I I I I I FASTENERS AT EACH END) 3"x 0.120" NAILS 3 CELL: (631) 560-0259 UP TO 3'-4" (2) 2x4 DF #2 (1) 2x (1) 2x z - - FAX: (631) 938-0784 3'-5" TO 5'-4" (2) 2x6 DF #2 (1) 2x (1 ) 2x BLOCKING 3"x 0.148" NAIL(I Od COMMON) 3 I'I I I I I I I I I I I'I BETWEEN JOIST 5'-5" TO 8'-G" (2) 2x 10 DF #2 (1 ) 2x (1) 2x L L L L L I LI LI L OR RAFTER TO 3"x 0. 13 1" NAILS I I I I I I I PERIMETER TOP PLATE 4 L (TOE-NAILED) 3"x 0.120" NAILS I I I I I I I BLOCKING AS . . . . . REQ'D., SEE STRONG BACK W/ 2x4 BLOCK 3 112"x 0. 162" NAIL(I 6d COMMON) 3 SCHEDULE Applicant of Record: 2x4 BLOCK 3"x 0. 131" NAILS I SAAC - RAE FLOOR AND ROOF SHEATHING SCHEDULE I ROW A NAILS MTOP, 4 TOP � BOTTOM TOM EDGGESE5 BOTTOM, AND 0 SHEATHING NAILING REQUIREMENTS o WEB CROSSING 3"x 0.120" NAILS 430 MAIN STREET GREENPORT, NY 11934 FLOORS � � I 3 I/2"x 0. 162" NAIL(I 6d COMMON) 3 0Z LEDGER STRIP T. 347-276-6093 E. clay@isaac-rae.com GLUED AND NAILED WITH 0. 13 1 N3" COMMON SMOOTH AT 6" O.C. ALONG PANEL Q . 3"x 0.13 1" NAILS 4 EDGES AND 12" O.C. ALONG INTERMEDIATE SUPPORTS. STAPLES ARE NOT ALLOWED. z 3"x O. 120" NAILS ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET SEE NOTE 1. • FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED 23/32" APA I JOIST TO RIM JOIST 3 112"x 0. 162 NAIL(I 6d COMMON) 3 UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. RATED FLOOR [ALT.] GLUED AND NAILED WITH 6d RING OR SCREW SHANK NAILS AT 6" O.C. ALONG SHEATHING PANEL EDGES WHICH ALIGN WITH FLOOR TRUSSES AND/OR RIBBONS AND 12" O.C. • IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR 3"x 0. 131" NAILS 5 CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN ALONG INTERMEDIATE SUPPORTS. SEE NOTE 1 . � -3/8" MIN. FROM PERMISSION OF ISAAC-RAE ARCHITECTURE SEE SHEAR WALL LAYOUT PLANS FOR AREAS REQUIRING ADDITIONAL NAILING AND CENTER OF PLY BRK. 3"x 0.120" NAILS 6 BLOCKING CENTER LINE OF PLY BRK. PITCHED ROOFS RIM JOIST TO TOP PLATE 2 112"x 0. 1 13" NAIL(0. 13 1"x3" BOX) 6"O.C. (TOE-NAILED) Project: NAILED WITH 0. 131"x3" COMMON SMOOTH OR DEFORMED SHANK NAILS AT 6" O.C. NOTE: SPACE PANEL EDGES 1/8 INCH. REDUCE SPACING BETWEEN LINES 3 112"x 0.162" NAIL(I 66 COMMON) 8" O.C. 23/32" APA ALONG PANEL EDGES WHICH ALIGN WITH ROOF TRUSSES AND 12"O.C. ALONG OF NAILS AS NECESSARY TO MAINTAIN A MINIMUM OF 3/8-INCH FROM 4452 Pecon is Bay RATED OSB INTERMEDIATE SUPPORTS. INSTALL CLIPS AT PANEL EDGES. STAPLES ARE NOT PLYWOOD PANEL EDGES TO MINIMIZE PLYWOOD PANEL TEAR OUT. 3"x 0. 131" NAILS 6" O.C. ALLOWEE. NOTES: 4" O.C. NAILING FOR STRUCTURAL ROOF FASTENING SCHEDULE 4452 Great Peconic Bay Blvd, Laurel, NY 11948 1 . FLOOR FRAMING REQJIRES SOLID BLOCKING AT ALL PANEL EDGES OF FLOOR SHEATHING NI EA p CONNECTION FASTENER QUANTITY PER 2. USE ONLY ADHESIVES CONFORMING TO APA SPECIFICATION AFG-01 OR ASTM D3498. I R WALL PANELS I ER PLAN (NAIL SIZE AND POSITION EXAGGER. MIN. NOMINAL LENGTH IN INCHES x APPLY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FOR ILLUSTRATIVE PURPOSES) MIN. NOMINAL NAIL DIA. IN INCHES CONNECTION Project No.: 3. THIS TABLE IS BASED UPON THE APA RECOMMENDATIONS FOR STURD-I-FLOOR AND IR-02 SHEATHING ATTACHMENT. CEILING JOIST 112"x 0. 162" NAIL(I 6d COMMON) 3 TO PLATE 3"x 0.13 1" NAILS Seal/Signature: 5 3"x 0.120" NAILS � QF NIF IT SPy -_ _- -_ -_ I IT CO - - -I - - - - IT - - - -1 ua .., ul IT - - - - - - - - IT - PERIMETER IL BLOCKING AS IL R 6235°3 4r IT 1- - - - -IT- = _ _ _ READ., SEE 9 - - - - - - - - JL - - - - SCHEDULE _ °F�ss�o - - - - - - - - - - - - - - 1- - - - -I - - - -IT - - - - - 1- - - - -IT- - - - - - IT c� - Ji - - - - 1- - - - -1 - - - - - 1 - - - - - IT << o - - - - SHEATHING - -I n� U - - - - - - - - - _I - - - - - (SEE SCHEDULE), CLIMATIC GEOGRAPHIC DESIGN CRITERIA I- - - - -I STAGGER LAPS ate: 03/20/24 scale: n w - - - - - - - - - - AS SHOWN WIND DESIGN SUBJECT TO DAMAGE FROMrawing Title: AS NOTED 1- - - - -1 -I - - - - _ GROUND SEISMII, WINTER ICE BARRIER FLOOD AlAIR MEAN 1- - - - -I - - = = - SNOW SPEED TEMPERATURE SPECIAL DESIGN FROST LINE DESIGN UNDERLAYMENT FREEZING ANNUAL GENERAL NOTES AND SCHEDULES 1- - - - -I _ _ _ _ = LOAD (PSF) CATEGORY WEATHERING TERMITES TEMP. REQUIREMENT HAZARD INDEX TEMP. - 1- - - - -I - (MPH) EFFECTS WIND REGION DEPTH __J 1; 1 1 1 _N INTERMEDIATE NAILING 20 130 NO NO B SEVERE 3G" MOD. TO HEAVY 15 YES NO 452 57.2 Drawing No.: (SEE SCHEDULE) FLOOR / ROOF SHEATHING ATTACHMENT DETAIL UIIIIIIIIIIIIIII002000 DRAWING ISSUE e 1 2 2.9 3 4 5 6 7 V NO. DATE ISSUED FOR 53'-0" 3'-9 1/4" J. 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION 1 9'-4 5/8" 1 28'-8 1/2" 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS I I I I I I I I 3 ' " 8 1/2" I 4 8 " 0 " ' 7 5 2'-3 1/2" 1 5'-2 3/8" I 1 1'-10 3/4" I I I 5'-3 1/4" 1 I 6 3" G'-1 1 3/4" 1 1'-7 1/4" 2'-4" I I I I I 7 I I I I I I I 1 I 8 B I I I 10 S-302 11 m 1 — WF1 I - - - -- - - _�- - - - - - - 12 ° - - q - - - - - - - - - - - - - ' - - - - - ' - - - — - _ - - - - - - — - 1 - - - -' - - - _ DRAWING REVISIONS 1 I I F- - - - - - - - - - - - - - - - -�I \ � I 1 NO. DATE REVISION I ,s 2 A B I 71 I ' 5 d I I I I 5-300 S 300 I I � I I 6 c0 I I I I I I I I f 1 I 1 7 8 A I o CID I _ 9 IL I I EXIST. C.M.U. 10 1 I I �° FOUNDATION WALL I 3'-9 1/4" 11 I — WF2 — 1 I I I I I I I I I 3" 12 I THIS APPLICATION IS APPROVED ONLY FOR WORK I I cV I I I 1 N I 1 1 I I = I I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL m I I 1. I LL I Q I I I I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 1 TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I , I m ACCORDANCE WITH APPLICABLE CODES. — J I- - - -I �I � WF1 - - - - - - - - - - J � - - - T.C.J. I — — — - - - _ al °- - - - - - 7 — —- -  — __ - --- a� - - L- - -I- - - - - , - - I I Consultants 1 I L s A.S. EngineeringSep/ice P.C. s" I 1 i° I 11 T.O. NEW SLAB I ®I ' NEW CONCRETE 1 practicality VVhere innovation mee�s r otio�ii� ELEV. = + I G'-I" L J 1 I I I UNDERPINNING OF I�— 1 m i I EXIST. WALL FOOTING 1 I I NEW YORK CITY: � I.a I DENOTES PORTION OF m m I A I I I J 1 ( EXIST. 10" C.M.U. WALL I • I i l i -- I �' 630 FIFTH AVE., SUITE 2000 m I I I TO BE REMOVED NEW YORK, NY ' ' Q � I � = I I A I � � I A - `� I I I° I I I I I N I~ I I LONG ISLAND: o S �OO j I I - - ' -= - '-fi�, ---- -----fi- ----fi-- ' 100 DUFFY AVE. SUITE 510 -#0928 EXIST. C.M.U. I N HICKSVILLE, NY 11801 STEPPED I , '�`,�!�� �� - FOUNDATION WALL I I N FOOTING 1 I i I 1 , I I FLORIDA: N LLn I I P.O. BOX 210 i F_ — — -1 I I TERRA CEIA, FLORIDA, 34250 — — — — — — IC ; I 1 PHONE: ro I - - - - I- - 1 L - J DENOTES L - - _J I 1 B C I SAWCUT EDGE I I I CELL: (631) 560-0259 m I I I I OF EXIST. SLAB ( NEW CONCRETE ( I I I I 1 S-302 I S-302 � �1 1 UNDERPINNING OF I 1 I FAX: (631) 938-0784 EXIST. LALLY COLUMN _ — _— — — _ _ — _— _ — EXIST. WALL FOOTING 3" ( I m I JI AND FOOTING TO a 1 REMAIN, TYP. OF (2) I EXIST. C.M.U. I I � A L_ — FOUNDATION WALL I T.O. EXIST. SLAB ELEV. = + 1 7'-1" I Applicant of Record: H.5.S. 4"x4" x I/4" I J I I ISAAC - RAE EXIST. C. .U. I - { � — — — _ 430 MAIN STREET FOUNDATION WALL 3�� I 1 "' I I I �' NEW GREENPORT NY 11934 \ I I I I I I CONSTRUCTION ' mL EXIST. C.M.U. T. 347-276-6093 E. clay@isaac-rae.com -1 I FOUNDATION WALL I I I I N I I I m I ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED — — — — — — — — —I —I— — 1 — — UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � A A CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN 1 m I I I I s-too s-zoo PERMISSION OF ISAAC-RAE ARCHITECTURE I I --- I I N I j l I I I I I Project: o 4452 Peconic Bay 4452 Great Peconic Bay Blvd, Laurel, NY 11948 J EXIST. CON5TKUCTION L - - - - - - - - - J I I TO REMAIN Project ect No.: I- - m - - - - - - -I- - - - - - - - - - - I I Lt - - - - - - - - - - - - - - - t m N Seal/Signature: In I I I I I I I I ' I I KEY PLAN N.T.S. ,� of N� � SP I I I I I I I I I I V 1 I 1 1 I 1 PLAN NOTES: , I I I I . TOP OF FIRST FLOOR 5UBFLOOK ELEV. _ +2G'-2" SPREAD FOOTING (F) 5CI-1EDULE ' ° A 8235g P� 1 2. TOP OF BASEMENT FLOOR SLAB ELEV. _ + 17'- I " a�ess1oea MARK SIZE (LENGTH x WIDTH >; DEPTH) REINFORCING REMARKS (4) #5 BARS EA. WAY, / \ 3 G" x 3 G" x 1 8" I I I I I I I I F I TOP t BOTTOM \` I EXISTING WOOD POSTS AND FOOTINGS TO I LEGEND: --Jz 1 REMAIN TYP. 1 3� I I I I ( I DENOTE5 EXTERIOR BEARING WALL BELOW. Date: 03/20/24 ASNOeED DENOTES WOOD POST DOWN FROM THIS LEVEL Drawing Title: 4'-9 I/8" I 25'-1 1/2" I 13'-5" I 4'-2 3/4" �y BASEMENT FOUNDATION PLAN FOUNDATION WALL FOOTING (WF) SCHEDULE 57'-G 3/8" ® DENOTES WOOD POST UP FROM THIS LEVEL MARK SIZE (WIDTH x DEPTH) REINFORCING REMARKS I a DENOTES STEEL COLUMN UP FROM TH15 LEVEL WF I 24" x 18" (3) #5 BARS CONT. TOP t- BOTTOM 1 2 3 I 4 5 6 7 O Drawing No.: #4 TIES @ 1 2" O.S., TOP t BOTTOM DENOTES STEEL COLUMN DOWN FROM THIS LEVEL WF2 18" x 18" (2) #5 BARs CONT. TOP BOTTOM 0 DENOTES CONT. 5TEEL COLUMN THRU TH15 LEVEL #4 TIES @ 1 2" O.C., TOP t- BOTTOM m N Cn FOUNDATION PLAN o MC DENOTE5 5TEEL MOMENT FRAME CONNECTION ■ SCALE: 114" = I -0" `, DRAWING ISSUE 1 2 2.9 3 4 5 6 7 NO. DATE ISSUED FOR 57'-G 3/8" 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 5'-8" 10'-4 5/8" 11 2 -8 1/2" 3'-9 1/4" 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 3 5-8" 8'-7 1/8" t 1, 10'-9 1/2" 8'-7" G'-3" 1 1 2'-1 1" 8 1/2" I 4 2'-3 1/2" t 5'-2 3/8" I 1 1'-10 3/4" I I I I 5-3 1/4" I I 5 3" G'-1 1 3/4" I 1'-7 1/4' I I I I 7 I I I 2 G I I I I I 7 = 9 m I I I I I I I 10 I 11 DRAWING REVISIONS I NO. DATE REVISION I I I I I I I I 1 I I I I I I 1 I I I II I I I I I Ij I 2 I - - I 3 I (IIIi—II -C,III II1II2�-�II-.__�I.I�IIII II1IIIIIIIIIII1IIIIIIIt1IIIIIIIIII III 1I—IIIIIII II IIIII lIII 11 IItIIIII(IIiI1II1IIIIIIIIIIII IIII((IIII III-——LO_ I_�z II7s i;1I1tIIII1IIIIIII11IIIIIII i;II ��IIIii i�IIIIIIIl1tIIIIIIIIIII1 L -- - -__ IIIIII1III1I1III1IIIIIII I1 3"_------ ---�N� , —CDCEBF-.•42 S 520 o A C4 O 5 CV 1 1.875"TJI-1110 JOISTS g @ 16"O.C. 7 89 - - - - 10 C 1 12 THIS O AR P DP A LN IC CAE�T-W�IO�I NT'r{,I��S y A APPROVED PPROVED wE � O C�OyN LD Y,E+� FOR .O R WO R Ko L INDICATED ON THE APPLICATION SPECIFICATION SHEET. AL L OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR L(4) 1.75"x 1 1.8 TO BE CONSIDERED AS EITHER BEING APPROVED OR IN; -1 y ConsultantsJ (2) 1.75 x 1 1.575" LVL J� erl Services, , .A® Engine 11.875 TI JOI5T5 @16"O.C. EMAIN- X J ST 2x W 0 t tcvfOr meets r cality @16"O.C.TYP. N.O. FLOOR FRAMING SUBFLOO TO LiS-30G NEWYORK CITY: 630 FIFTH AVE., SUITE 2000A NEWYORK, NY QA G A 5-30G W �OO a LONG ISLAND: -303 —005 LVL(4) 1.75"x 1.87 100 DUFFY AVE., SUITE - HICKSVILLE, NY 11801 FLORIDA:1 CO EXIST. DROPPED BEAMC\J P.O. BOX210 TERRA CEIA, FLORIDA, 34250 EXIST. STAIR OPENING PHONE: TO BE FRAMED IN u EXIST. BEAM CELL: (63 ) 560-0259 FAX: (631) 938-0784�'63 ------------- Applicant of Record: EXIST, 2x8 JOISTS @ I G"O.C. ISAAC RAE FLOOR FRAMING s 50FLOOK TO RE I NEW 430 MAIN STREET GREENPORT, NY 11934 ONSTRUCTION T. 347-276-6093 E. clay@isaac-rae.com XISTDROPPEDBEAM - L - -  -__ ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC AND ARE PROTECTED UNDER T I 1990. NACCPT ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR A Am CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN Ln PERMISSION OF ISAAC-RAE ARCHITECTURE I O Project: 4452 Peconis Bay 4452 Great Peconlc Bay Blvd, Laurel, NY 11948 EXIST. CONSTRUCTION- _ - TO REMAIN Project No.: I R-02 Seal/Signature: A L DECK 5TKUCTUKE,DECK JOISTSD:PO T,FOOTING5,SHALL BERETAINE CO TRACTORTOINSPECTAPIDREPORT I I KEY PLAN TO ARCHITECT PRIOR TO REMOVAL OP, R PLACEMENT OF DECK STRUCTURAL NE MEMBERS. N.T.S. SP PLAN NOTES: Lu �� � — TOP OF FIRST FLOOR SUBFLOOK ELEV. - +26-2 2. FOR FLOOR SHEATHING SEE SCHEDULE SHT. G-002 Q82359 pFs \ LEGEND: Date: Scale- DENOTES EXTERIOR BARING WALL BELOW. 03/20/24 ANO ED 2'-5 I/2" 5'-4 3/8" 2'-I 1 5/8" 7-2" 1 15-7 3/8" 2'-0 5/8" I I N Drawing Title:I I ZIyDENOTES WOOD POST DOWN FKOM THIS LEVEL 14'-9 I/8" 25'-I I/2" 13'-5" 4'- 3/4" DENOTES WOOD POST UP FROM THIS LEVEL FIRST FLOOR FRAMING PLAN A 1 2 3 3.2 3.8 4 4.9 5 5.8 6 7 8 6 DENOTES STEEL COLUMN UP FROM THIS LEVEL o DENOTES STEEL COLUMN DOWN FROM THIS LEVEL Drawing No.: DENOTES CONT. STEEL COLUMN THRU THIS LEVELIv- " In FIRST FLOOR FRAMING PLAN o� DENOTES STEEL MOMENT FRAME CONNECTION SCALE: 114" = 1'-0" `, a : ..LL, ....., .. _. .: :.. V v DRAWING ISSUE 1 2 2.3 2.9 3 n34 4 4.1 5 6 6.7 7 H NO. DATE ISSUED FOR 57'-G 3/8" 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION 5'-8" I I I 19'-4 5/8" 1 I I 28-8 I/2 I 3'-9 /4 06/21/24 REVISED PER PLAN REVIEW COMMENTS 1 3 3" 5-8" 8'-7 1/8" 10'-9 1/2" 1 8'-7" 0-3" F 1 2'-1 1" 8 1/2" I 4 I I I I I I I I 5 1 3'-10 3/4" G'-10 3/4" 1 11, 8'-2 7/8" 1 4'-8 1/8" 1 6 1 2'-3 1/2" I I 5'-2 3/8" 1 1 1 1 1'-1 0 3/4" 1 1 I I I I 7 - I I I I 8 G' 1 1 3/4"3" 7 I/4 9 10 1 I I 11 I I I I I I 11 m I I I I I I I I 12 - - I A A - - -- -- - - - - - - - _-- - -- - -- --- - - - ==�==- _�_-- - - -, -- - - - DRAWING REVISIONS I I I I I I ( m 1 I NO. DATE REVISION I 1 I I I I I 11 I 2 I 11j1 I 3 1 I I 1 I I I I I 1 4 5 III I l - _--_--------_—----_-- _------_---—--------- — Ci------I----;l --_ ------ --- -mimv- mm l ----� DCBEF.4 2 520 0 520 0 6891 0 I/4" 11 12 3, THIS APPLICATION PPLI C ATION Q�ISQ� 9 �APPROVED PPROVED �]W� .� O PNL Y � � � F 2O R WORK R K INDICATED ON THE APPLICATION SPECIFICATION SHEET. AL Lf OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR INLL ACCORDANCE WITH APPLICABLE CODES. N- Consultants A.S. Engineering Services, P.C. � t0 tif3' tCt tE0S Ccli0it0 NEWYORKCITY: Ll 630 FIFTH AVE., SUITE 2000 NEWYORK, NY A A _ . ........-- LONG ISLAND: 5-200 _ -_-- 5 00 100 DUFFY AVE., SUITE 510 -#0928 N HICKSVILLE, NY 11801 IIF IL - - FLORIDA: P.O. BOX210 � Q TERRA CEIA, FLORIDA, 34250 - -- - - - - ---- - PHONE: CELL: (631) 560-0259 FAX: (631) 938-0784 - -- - ---- -- - -- - - - —— — —— t - - - - — - Xmmm: --I 1 Applicant of Record: L — ISAAC RAE 430 MAIN STREET GREENPORT NY 11934 ; Q m T. 347-276-6093 E. clay@isaac-rae.com -1 p ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES S ET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAELLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. Ln IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE Project: TIo CONSTRUO 4452 Peconic BayTO REMAIN 4452 Great Peconic Bay Blvd, Laurel, NY 11948 A A - - - - - I Project IR-02 Seal/Signature: of NE 5 SPya m � 4J 082359 Op KEY PLAN SS10 N.T.S. PLAN NOTES: Date: Scale:1 . FOR NEW HEADER SIZES SEE SECOND FLOOR FRAMING PLAN S11T. 03/20/24 AS NOTED 5- 102 Drawing Title: 2'-5 1/2" 5'-4 3/8" 7-2° I 8 8" 1 1 EXIST.1ST FLOOR CEILING' " 14'-9 I/8" 1 25'-I I/2" I 13'-5" 4'-2 3/4" LEGEND: FRAMING PLAN A3 1 2 3 3.2 3.8 4 4.9 5 .8 6 7 8 DENOTES EXTERIOR BEARING WALL BELOW. Drawing No.: o yV DENOTES WOOD POST DOWN FROM THIS LEVEL � - EXIST. 1ST FLOOR CEILING FRAMING PLAN 13 DENOTES WOOD POST UP FROM THIS LEVEL Z5 SCALE: 1/4" = 1'-01' `,�� ■ DRAWING ISSUE 1 2 2.3 2.9 3 3.4 4 4.1 5 6 6.7 7 8 No. DATE ISSUED FOR 57'-6 3/8" 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 5' 8" ' I 1 13'-4 5/8" I 1 I 28'-8 112" 1 3'-9 114" 'Z 1 03/20/24 ISSUED FOR CONSTRUCTION 1 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 3" 5'-8" 8'-7 I/8" 10'-9 112" I 8'-7" G'-3" 12'-1 1" 8 112" I 4 3'-10 3/4" I G'-10 3/4" ' I I 1 I 5 8'-2 7/8" I 4'-8 I/8" I I I 1 6 2'-3 112" 1 5-2 3/8" I I 111-10 3/4" 1 1 I A 1 I ( 7 M ' 3" 6' 13/4" I'-7 114" I I '� ( 8 I I I 5-305 z o I Q o 5-30G 1 I 1 9 10 � 11 - Hi (FLUSH) I I H1 (FLUSH) 1 12 zi- II L L 7 II DRAWING REVISIONS 1 I I I I I I I I I I !I II I I I I ( I I I I I I I I NO. DATE REVISION I I I I I I IIIIIIIIIIIIIII I I 2 1 'I 1 1 .8 5"TJI-3G0 J015T5 1 I I I I II I I ' 111 3 7 M 1 I I to = I I @ I °O.C.TYP. (U.O.N.) I I I ii I 4 1 I CCD U) 1 I I I I I I 5 'iz� CO I I i II III I I I I II I� 6 X I X 7 I II I� I I I I I I I ii 8 9 o f � � o10 I' I I 1 I -I (2) 1.75 x l l.875 LVL(FLU511) I 3'-9 1/4" 11 12 THIS APPLICATION IS APPROVED ONLY FOR WORK —f— -' �I �r � I I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL cp I I I 1 1 I I I I I I I I I I I ( I III( I I I I 1) I I F I I I II I I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR m I I I I I I I I I ! I ( ( I ( TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I I H3 I I H1 I I ' I I I I I I H1 FLUSH ACCORDANCE WITH APPLICABLE CODES. 1 -- -- -- - - -- 1. (. ) Elm 3. -- - -- - -- _ --- - _ - — - —�- - r I L I I I J I I H2 I H2 L H2 = I ^ m 1 �" 1 II OJi 1 I I ' I I I J I I I I I I I I I o I ILL I Consultants 1 I I � 1 = 1 -I I I III � 2 rJ-307 - A.S. EngineeringeS105, P.C. I I I I I I B Where (`'tno%11J tibn P'"3�'=tsz-practicality 1 111.879"TJI-3G0 J015T5 Ln IIIII / F I G G.TYP. (U.O.N. I 5-305 1 @ )I NEW YORK CITY: CD ' I 11 I I I I I I I I m '_.._. ' . '. --- - I I I I 1 1 1.875"TJI-3G0 J0I5T5 m m D I _. I I I 630 FIFTH AVE., SUITE 2000 A v ' -- LI I 1 I ' I II ! I @ I6"O.C.TYP. I(U.O.N.) I A NEW YORK, NY - - 5-304 - -1- 1 -- - -I f I ( 1, Ln G I I 1 \ I I I , I I I I I 0 I A - - 5-200 - - - L 1 i 1 0 i I (�1. ..- - - I n, I I I _ — I LONG ISLAND: L hl 11II � I � I " ' I � � � I ! , ' ! ' I � � i W10 x 30 _ I (4) 1.75 x 11.875 VL 100 DUFFY AVE., SUITE 510 -#0928 B.8 - - - - --- 1 - - -- - - - L c _ _ _ N HICKSVILLE, NY 11801 .I-- __-- L_� I I I I I I I I I I I I I I I I B 1 I I 1 1 11! I I III 1 1 I I N FLORIDA: Ln 5-306 I H3 ' I S!305 I S-305 0 J015 I I I P.O. BOX 210 1 1 1 1 I I I I 1 1 .875 TJI 3G II I TERRA CEIA, FLORIDA, 34250 ' I G"O.C.Tom- N.o M - I �i ' 2x8 JOISTS of I ( ' 1 1 = PHONE: � � � I � : III � I _I _ I_ IIIIII �q� p III I Gil O.G. I i Q i�wio III ct) I 1 1 I I I I -- i- --I—o FAXL(631) 938-07849 x 30 MC2 I MC I W10 x 68 (� ( MCI MC21 ( I I �I if -JW10 x 45 n.4 _ I I I I I , I 1 1 I ► ; 1' �1� �7 1��1� �1 I I IIII �� I I ' I I I I o 8 I I I I I I I I I I I I I I I I I I I I ( I 1 I I I I 1 S-305 I I B A E IN 11.875"TJI I 10 J015 -- -I- (_ _J _ _1► I f- - IIIII 5-304 5-304 IIIII IIII 5-304 I x j NEW I i —tt i i I I I I � CONSTRUCTION Applicant of Record: p - - - -- - - - _�-_�m - _ _ � --- -- - -- - - � (SAAC - RAE :, o H1 FLUSH I t I l� r- T— ) 430 MAIN STREET1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I GREENPORT NY 11934 N ( 1 2x8 JOISTS @ 12"O.C. (U.O.N.) I 1 I ( B 1 D.2 m ( I I I I I I I I I I II I 575 IG"O.C. m \ A A _ � I I I 1 1 I I I 12x8 J01 @ I 5-305 I _ 5-zoo 5-zoo T. 347-276-6093 E. clay@isaac-rae.com I I I I cn I 1 cn I I I I I I I I - _ N I I I ill ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET W8x31 I I I I I 1 I I 1 1 1 —11 W8x24 I III FORTH HEREIN ARE THE PROPERTY OF(SAAC-RAE LLC,AND ARE PROTECTED W8 X 21 W8 X 21 W8 X 21 ' I E UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. MC3 MC3 I I �I MC31 Mc3 I I I I I I I I I IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE c=n� I I I i71 I I CD I I I ( D C C D ( I I I I I I I I 5-304 N U- I I I I I I I I I I 1 E I I I I I I I I I I I I I v I 2x8 J 15T5 @ I G"O.C. I L7 I 5-304 I 5-304 5-304 I I Project: o �_ I 1 I G O.C. o ( i v I I I 2x8 JOISTS @ J 4452 Pecon is Bay 5-307 �I I I I I I I I j I I o 1 m 4452 Great Peconic Bay Blvd, Laurel, NY 11948 IIIIII11111 I I I I1 1 ; 1111111111 � I � I I 11 I I I J I I I - - _ _ _ -_ _-- _ _-__ - - - " - - - - - - - KEY PLAN - - -- - - - - -- - �- - - - - - - - -- - - - - - - -- -- - _. - C Project No.: i H1 (FLUSH) I I I I _ H1 (FLUSH) r IR-�2 N.T.S. m 1 I I I I 1 I I I "' Seal/Signature: Ln 1 )"n) I I I I I ALL DECK STRUCTURE,DECK JOISTS, ( I I I M P05T,FOOTINGS,SHALL BE RETAINED: CONTRACTOR TO INSPECT AND REPORT 5-305 1 TO ARCHITECT PRIOR TO REMOVAL OR I ' PLAN NOTES: pF NEB REPLACEMENT OF DECK STRUCTURAL 1 1 ' I ( ,'T'� SP r'A�MEMBERS. I I I I I . TOP OF FIK5T FLOOK 5UBFLOOK ELEV. _ +26'-2" � q�• - ' I I 2. TOP OF SECOND PLOOK 5UBFLOOK ELEV. = +35'-2" LU 3. FOK FLOOK SHEATHING SEE SCHEDULE 5HT. G-002 Z I I I I I I �' ,� 082359 w 1 I I I 4. NEW 2ND FLOOK TO BE CON5TKUCTED OVER EXIST. FIK5T FLOOK 90F NAB I I II 0 CEILING FRAMING, SEE 5HT. 101 . ess�o 1 I I I I I 1 1 LEGEND: I I I I I I I � 1 I I DENOTES EXTERIOR BEARING WALL BELOW. Date: 03/20/24 Scale: I I 0 I I I I 1 I I 1 I 1 I I I RA Drawing Title: DENOTES WOOD POST DOWN FKOM THIS LEVEL 2'-5 I/2" 5-4 3/8" 2'-1 1 5/8" 7'-2" 5'-7 3/8" 2'-0 5/8" SECOND FLOOR FRAMING PLAN ' ® DENOTES WOOD POST UP FKOM TH15 LEVEL 14'-9 118" I I I 1 25'-I I/2" I I 13'-5" 4'-2 3/4" a DENOTES STEEL COLUMN UP FROM THIS LEVEL Drawing No.: 3 3.2 3.8 4 4.9 5 5.8 6 7 8 DENOTES STEEL COLUMN DOWN FKOM TH15 LEVEL 0 CD o SECOND FLOOR FRAMING P LAN DENOTES CONT. STEEL COLUMN THKU THIS LEVEL SCALE: 114" = P-O" �° �. MC DENOTES STEEL MOMENT FKAME CONNECTION %Moo ■ ,._ DRAWING ISSUE 2 7 NO. DATE ISSUED FOR 6 �.7 8 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 57'-6 3/8" 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 5'-8" 19'-4 5/8" 28'-8 112"' 3' 4 3" 5'-8" 8'-7 I/8" 10-9 112" 8'-7" 0-3" 1 2'-1 1" 8 112" I 5 ' 2'-3 112" 1 1 7-1 1/8" I I 8'-2 7/8" I 4'-8 I/8" 6 3" I G'-1 13/4" I 10'-9 112" I I 8 I I 9 10 11 12 DRAWING REVISIONS � N 0. DA TE REVISION A — —— — — — — — — — — 23 4 I I I I I I I I I I 5 6 7 I I I O ' " 8 OED N I 4'-I O" 4 6 5'-8" I 3'-8 7/8" 9 10 1 I t o 15-305 I I I - 11 12 J I I 'I _ S-3EK0 7= I,II(IIII1I( II _ — IIIIIIIIIIIIII N B THIS APPL ICATION IS A PPROVE D ONLY FOR WO RK H INDICATED ON THE APPLICATION SPECIFICATION S H EET. AL L o _ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. 2 75 x l l.875" Vo �) CO H 3 Consultants A.S. Engineering Services, Where innovation meets practicality J (3) 1.75"x 11.875"U✓ w/(2)3b"x I I FLITCIi PLATES NEWY RK CITY: 630 FIFTH AVE., SUITE 2000FI NEWYORK, NY LONG ISLAND: A 100 DUFFY AVE., SUITE 510 -#0928A HICKSVILLE, NY 11801_ t— S20 _ T S_200 FLORIDA. 1 6 O.C.TYP• 3 .8 " P.O. BOX 2101 1.875"TJ11360 JOISTS @ TERRA CEIA, FLORIDA, 34250 I I I I II M I I III I I I I II I I I I I I I I I I I N v m 1 I I I I I I II I I I I I I I Ln PHONE: I IIIIIIIIIIIIII I I II 11111111111111 ' I I ( I I C FAX: (631) 938 077849 - - - - - - -- - - -I- -I- - -I- -I-II- - --1-� �f ---► - - - - -- -I - �-- a- -I- --� - - - -- - - - - - - - - (2) 1.75 IIIIII II1-1- TTITIT -r -r I I IIIIIIIIII1111 I l i I I I I I I I I I I.875 LVL Tt _ — _ — _— _ MC21 I I I IMC MC21 I I I II I I I I "C-2 ' ' W10x30O W10x30 W10x30�L I I Applicant of Record: tt' ' H5 (BELOW) H5 (BELOW) I I I I LJ p I I I I I I I I I � I I � g B cr) ' 1 1.875"TJI-B60 JOISTS @ 16 O.C.TYP. SAAC - RA E 5-304 I I I m 430 MAIN STREET _ — - - - - - - - GREENPORT, NY 11934 D — - - - - -- - - - - - -��- - - -- - - --�- - -- - -- - - - - - -I I I—I TT -1 ICI � _ I T I I I D NEW = 'I' I CONSTRUCTION T. 347-276-6093 E. clay@isaac-rae.com MC2 I W10 x 30 MC2 I I D.2 ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET Ln i C H5 (BELOW) Cf) m o FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED ' I UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. N I 5-304 A IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR 5A CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC RAE ARCHITECTURE - — — — — —— E - - - - - - - - - - -- '-- - -- - - - - - ' - - - -- - -- - -- - - - - -- - - - - - - - - - I Project: Co 3'-4" ' I 2 1'-6 3/4" I ' I I 18'-II I/8" ' 4'-8 1/8" 1 ' 4452 P e co n i c Bay N I I I Y ' ' ' I , I I I , 4452 Great Peconic Bay Blvd, Laurel, NY 11948 I I I I I I I I I I 1 I Project No.: o I R-02 1 1 I Seal/Signature: - - - - - - I - - -- - - - —- — - — - --I - --I- -- - - -I 1 KEY PLAN N.T.S. �Qr- NE�,y I I I PLAN NOTES: r ' 0Lu I I LU 1 . TOP OF FIRST FLOOR 5UBFLOOK ELEV. _ +20-2" `i I � a8235g w 2. TOP OF ROOF ELEV. = +46-4u 9Q�ESS'iO�P�' 25-1 112" 1 3'-5" 4'-2 3/4" 3. FOR ROOF SHEATHING SEE SCHEDULE 5HT. G-002 I I I 1 57'-G 3/8" 2 3 3.2 3.8 4 4.9 5 5.8 6 7 8 LEGEND: DENOTES EXTERIOR BEARING WALL BELOW. Date: 03/20/24 Scale: AS NOTED r\7 DENOTES WOOD P05T DOWN FROM TH 15 LEVEL Drawing Title: {C]I ROOF FRAMING PLAN 0 DENOTES WOOD P05T UP FKOM THIS LEVEL DENOTES STEEL COLUMN UP FROM THIS LEVEL ROOF FRAMING PLAN Drawing No.: o SCALE: I/4" I'-0" 9 DENOTES STEEL COLUMN DOWN FROM THIS LEVEL = `, DENOTES CONT. STEEL COLUMN THKU THIS LEVEL WA I �— mc DENOTES STEEL MOMENT FRAME CONNECTION DRAWING ISSUE 1 2 2.3 2.9 3 3.4 4 4.1 5 6 6.7 7 H NO. DATE ISSUED FOR 57-G 3/8 1 10/30/2019 SOUTHOLD TOWN TRUSTEES I 19'-4 5/8" I � I 28'-8 I/2" 1 3'-9 I/4" 2 03/20/24 ISSUED FOR CONSTRUCTION , 3 06121/24 REVISED PER PLAN REVIEW COMMENTS 3" 5'-8" 8'-7 1/8" 1 10'-9 1/2" 1 8'-7" G'-3" 12'-I I" 8 1/2" I 4 I 5 3'-I 0 3/4" 6'-I 0 3/4" 8'-2 7/8" I 4'-8 I/8" I I I , I 6 2'-3 1/2" ' 1 5'-2 3/8" 1 1 I I P-10 3/4" I I I I I I 7 3" rJ 1 1 3/4" I'I -7 1/4" I I I I I ' I 1 I I 1 I Q (D I I I 8 9 10 I I 11 SW1 ' SW1 q DRAWING REVISIONS-- -- - — _ =_= - - ---___- =- -- ------- -- -- - --- - - - - - - q 12 _ I II L m I I I I I I , I ( NO. DATE REVISION I I I I I I 1 II 2 � I I I I I • , I III I 3 5 I; II I I I l ii I 6 7 8 9 10 —�-- SW1 12 - - - - I I _ ( j 3" THIS APPLICATION IS APPROVED ONLY FOR WORK m I I ( I I 1 (— — lip_ II — — — — INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL I C OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 1 � I (- I I 1 1 I I I I� f � TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I 1 I SW1N�I I I I , ACCORDANCE WITH APPLICABLE CODES. LF Consultants I , ' - F1 I I I A.S. Eng'. ee, ing sic es, P.C. I . •I I I I ! I �- - I - I UVf rnnovatfcfn meets pr cficafft NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: 100 DUFFY AVE., SUITE 510 -#0928 — © HICKSVILLE, NY 11801 FLORIDA: Ln P.O. BOX 210 •I I 1 1 I li I I I III — — — — TERRA CEIA, FLORIDA, 34250— -- - -- --==-- ' - - -I-- -- - 111 --f- - -- I - - - - - -I- - - - - - - - - --�� - - - - ---- --f-- - - � — - - �-- - -li � — — — — PHONE: -- � CELL: (631) 560-0259 r I -- - - -- r- - — +i I m FAX: (631) 938-0784 rk - i6r,, m I I j I , I I I II - --- -- I I— II- - - - - - - - ' ' ' Applicant of Record: ISAAC RAE--- - -- - - - - -1- � � — - - -- -i - -- - - - - _ - - - -- - D 430 MAIN STREET D 2 GREENPORT, NY 11934 m T. 347-276-6093 E. clay@isaac-rae.com ALL I I III - - N DESIGNS/ DISCLOSURES I I _ _—I — __ _ m _ FORTH HEREIN ARE THE PROPERTY OF SAAC RAE LLC,AND ARE PROTECTED E E UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. I I I I I IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR 1 I CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE I m N I I 1 I I I Project: NEW 4452 Peconic Bay f , 4452 Great Peconic Bay Blvd, Laurel, NY 11948 1 I I ( II I' It II' I Project No.: - - -I- - - - - - - F - - - -- - -------------- - - -- - - - - -'---I- - -- - - - - - - - - - =-_=-===--=== - - - - - - --� - - + I I — - F I R-02 - - -- — — — — - - - - ' I I I -- -- — --- — --- -- ---- — --- --- I I s-2oo s-2oo I I I Seal/Signature: I I I I I I I I I I QF NEw NEW CONSTRUCTION CONSTRUCTION TO REMAIN 0$2359 I I I I I I I I 1 o AaFES Slop`. I I I I I I l I I 1 KEY PLAN I I I I I N.T.5. 03/20/24 AS NOTED Date: Scale: I I I , , I 1 1 I 1 ' Drawing Title: 2'-5 1/2" 5'-4 3/8" 2'-1 1 5/8" 7'-2" 5'-7 3/8" 2'-0 5/8" ( ( PLAN NOTES: FIRST FLOOR LATERAL FORCE 1 13' 5 ' ' RESISTING SYSTEM LFRS1 14'-3 1/8" 25'-1 1/2" ' " SW I . ------------ DENOTES 5HEARWALL. 5EE 5HEARWALL 5CHEDULE 5HT. G-00 I FOR SHEATHING AND ATTACHMENT REQUIREMENTS. tF 1 2 3 3.2 3.8 4 4.9 5 5.8 6 7 g Drawing No.: 2. DENOTES 51MP50N HD 12 HOLD-DOWN - 5HEARWALL TO FOUNDATION o� FIRST FLOOR LATERAL FORCE RESISTING SYSTEM (LFRS) 5CALE: 114" = I '-0" ■ DRAWING ISSUE 7 1 NO DATE ISSUED FOR 8 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 57'-G 3/8" 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 19'-4 5/8" 28'-8 112" 3'-9 I/4" 4 3" 5'-8" 8' 7 I/8" 10'-9 /2" 8'-7" G. 1 2'-1 1., 1 8 112" I 5 6 1 2'-3 112" 1 1 1 7-1 1/8" 1 i 1 8'-2 7/8" 1 4'-8 1/8" 1 1 7 3" G'-1 1 3/4" I 10'-9 112" 8 I 1 I I I I I 9 1'_7 1/4" I I I I I I 10 I I I I I I I I 1 I 1 1 1 I I I I I 12 DRAWING REVISIONS NO. DATE REVISION I I I I I q I I I II I - - I - - - -- - - 1 - - - - - I - - - -I 1 - - - - - -- - - - :T _ _ _ 7 2 m 3 4 1 I I I I I 5 I i I i I I I I I I I I I I 6 I I I i I I I 7 O 11 4'-10" 4'-6" 5'-8" 3 ' I '-8 7/8" 8 CD 10 1 1 I I I I I I I 7 12 1 I I SW1 I SW1 e I I THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 1 I I I I II -- oDSHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I I I I ACCORDANCE WITH APPLICABLE CODES. �I 1 Jill Consultants S 1 • ® ----- SW1—�— — — — — —— ----_---- A.S. Engineering Services, P.C. I I I { I I I I I Where innovation meets practicaR - - II - - -I — - -- -- - -r - - NEWYORKCITY: 1 I I I 11 L —' I F — I I 630 FIFTH AVE., SUITE 2000 F — — — — — — I I NEWYORK, NY I-J f LONG ISLAND: -v- °' � I 100 DUFFY AVE. SUITE 510-#0928 A I 1 ( LF I 'l l I ( 1 I I A HICKSVILLE, NY,11801 5200 FLORIDA:20 I `— B.8 — - - - ---- ' - --- - I F1 � I I N P.O. BOX 210 1 I I ( I I I N TERRA CEIA, FLORIDA, 34250 1 I i t I I I 1 I I N N PHONE: � ' 1 r1 I I I ( I 11 I ( I I I CELL: (631) 560-0259 - � - - - - - -- - - — - — - - - - -- - - - - -- --I- - - - - - - - - - - - - - - - -- -I - - - - - - e FAX: (631) 938-0784 - - - -- - - I 1 1 I I II { I I n ® Applicant of Record: o f o - _ 1 �_ I I I ISAAC RAE _ N _ 430 MAIN STREET - - - - - - - - I - - - - - - - - - I - -- - -- - - -- -�-- - - ®�' 1 - -- - - - I - ® I m GREENPORT, NY 11934 T. 347-276-6093 E. clay@isaac-rae.com ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED I I i I I I - UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. `n - IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR N I I I I CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE E - - - -- - - - - - - '- - - - -- - - ' - - - -- - - - - - -'- - - - - - - ' - - - - - - - - -- - — - - - - ' -- - -- - - - E I 1 I I I 1 I 1 I 1 I I g Project: I4452 Peconic Bay 2 I -6 3/4 1 I 18'-11 I/8" 4'-8 I/8" ( N NEW 4452 Great Peconic Bay Blvd, Laurel, NY 11948 q i i ' I I ' , ' 1 ' ' ' CONSTRUCTION I I I I I I I I I Project No.: I I I I I I I I I I I I A A I R-02 Seal/Signature: (D4— - -- - -- - - - — _ -- -- -- - -- - - -- --- - - -- - — - F I I I I I I I I I I 1 I 1 1 I I I I I I I �,�QF NEGj/ 1 P CO - SPy 1 I I I I I I I � � 4AS i I iCID C7 LU I `I' A 082359 ki I I I 1 I I , I I I I I o AO�E'SSIQ�P� 14'-9 118" 25'-1 112 13 5" L4'-2 3/4" m N I I I 57'-G 3/8" KEY PLAN 1 2 3 3.2 3.8 4 4.9 5 5.8 6 7 8 N.T.5. Date: 03/20/24 AS NOTED Drawing Title: PLAN NOTES: SECOND FLOOR LATERAL FORCE SECOND FLOOR LATERAL FORCE RESISTING SYSTEM (LFRS) o� 1 . t!lm- DENOTES STEEL MOMENT FRAME CONNECTION RESISTING SYSTEM (LFRS) SCALE: 114" = 1 '-0" 2. Sw DENOTES 5HEARWALL. 5EE 5HEARWALL SCHEDULE 511T. Drawing No.: ------------ G-002 FOR SHEATHING AND ATTACHMENT REQUIREMENTS. 3. ® DENOTES 51MP50N HD513 FLOOR TO FLOOR HOLD-DOWN Ubmu JE DRAWING ISSUE 1 /� 7 NO. DATE ISSUED FOR 2 3 T 5 6 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 4 I I I I I I MAX. BDLG. HEIGHT 5 - - - - - - --- - - - - - - ELEV. _ +48'-0" 7 ROOF g ELEV. = +40-5 114" 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION Ln 2 3 4 13A 5 2ND FLOOR 7 ELEV. — +30-3/4 9 10 11 12 THIS APPLICATION IS APPROVED ONLY FOR WORK o� INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL `n OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. GROUND FLOOR Consultants ELEV. _ +20-2'.-___._____--__ I A.S. Engineering Services, . J Where innovation timee S pry Cticality AVERAGE GRADE _.................... _.._ - - - - — - - -- - - - NEW YORK CITY: ELEV. = +23'-0" - - - -- 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: 100 DUFFY AVE., SUITE 510 -#0928 � T.O. EXIST. BASEMENT SLAB HICKSVILLE, NY 11801MV -- — - _ - ELEV. = + 1 7-1" — FLORIDA: T.O. LOWER BASEMENT SLAB -- P.O. BOX 210 ELEV. _ + 10-1" TERRA CEIA, FLORIDA, 34250 SECTION A-A PHONE: CELL: (631) 560-0259 SCALE: 114" = I'-0" FAX: (631) 938-0784 A B C D E F Applicant of Record: ISAAC - RAE I I I I 430 MAIN STREET MAX. BDLG. HEIGHT � NEW STEEL BEAM _ _ _ _ _ _ � -- _ _ _ _-. _ _- _ _ -- -- -._ _ _ _ _- -. - --__--- -ELEV. = +48'-0" GREENPORT NY 11934_—.-- ,` ROOF I I I T. 347-276-6093 E. clay@isaac-rae.com ELEV. = +4G'-5 114" ALL DESIGNS DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED NEW LVLIHEADER UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. I I IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR I I I I I I CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN NEW 2x6 I NEW TJI ROOF PERMISSION OF ISAAC-RAE ARCHITECTURE FRAMED WALL JOISTS I I , i I I I I I Project: I i I I I 4452 Peconic Bay � 4452 Great Peconic Bay Blvd, Laurel, NY 11948 2ND FLOOR - - - - - --I- - - -- - -- - - -- - - — -- - - - - - -- - - - - - - - - -- ELEV. _ +30-3/4" - --- Project No.: I I I I I R-02 NEW STEEL BEAM I Seal/Signature: FLUSH BEAM NEW STEEL I I EXISTING STRUCTURAL WOOD A FRAMING FOR DECK TO REMAIN, I I NEW TJI FLOOR I NEW LVL FLUSH I NEW 2x8 SEE ARCHITECTURAL FOR NEW JOISTS I BEAM I FLOOR JOISTS DECK SURFACE Nr';'iy tS SPY j I CUT EXIST. JOISTS I I AND ATTACH TO NEW LVL BEAM I I ►' "n` rt LU GROUND FLOOR _ _ _ _ _ _ _. _ —_— I— ELEV. = +20-2" 82359 � p�. NA i I J I EXIST. 2x8 JOISTS i I ESSk AVERAGE GRADE I @ I G"O.C. - - -- - - - - -- ELEV. _ +23'-0" I -I, - - - -- - - -- - - ------- - - -----I- -- - --- - -- --- - - - i I EXIST. DROPPED I I I I ti- I GI RDER NEW TJI FLOOR JOISTS I NEW LVL FLUSH I EXIST. 10" C.M.U. I EXISTING DECK FOOTINGS BEAM ' FOUNDATION WALL ' NEW 12" CONCRETE 101, I EXIST. LALLY I I TO REMAIN TYP. I FOUNDATION WALL I COLUMNS I I Date: Scale: 03/20/24 AS NOTED � o T.O. EXIST. BASEMENT SLAB I — `D I I Drawing Title: ELEV. = + 1 7'-1" SECTIONS � T.O. LOWER BASEMENT SLAB L _ — J ELEV. _ + I G'-I" NEW CONT. CONCRETE L — J NEW CONCRETE STEPS STRIP FOOTING Drawing No.: NEW CONCRETE NEW CONCRETE BASEMENT SLAB UNDERPINNING BEYOND SECTION B-B ti � 200mOl SCALE: 114" = I'-0" DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS GENERAL UNDERPINNING NOTE5: 4 5 6 I . THE CONTRACTOR SHALL COMPLY WITH ALL RELEVANT PROVISIONS OF THE NYC BUILDING CODE. 7 2. ALL FOUNDATIONS AND EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NYC BUILDING 8 CODE. ALL LOTS, BUILDINGS AND SERVICES ADJOINING THE FOUNDATION AND EARTHWORK AREAS SHALL BE PROTECTED AND PROPERLY 9 SUPPORTED. 10 3. ALL TEST PITS, BORINGS, EXCAVATION WORK AND UNDERPINNING OPERATIONS ARE SUBJECT TO CONTROLLED INSPECTIONS. 4. THE OWNER SHALL RETAIN A LICENSED SURVEYOR TO SURVEY ALL LOAD BEARING WALLS, PIERS AND COLUMNS TO BE UNDERPINNED 11 (UNLESS CONTRACTUALLY DEFINED OTHERWISE). THE SURVEYOR SHALL CHECK THE DATUM OF SUCH STRUCTURAL ELEMENTS EVERY TWO 3 G ± 12 WEEKS FOR THE DURATION OF THE WORK. DRAWING REVISIONS 5. THERE SHALL BE A PRE-CONSTRUCTION MEETING WITH THE OWNER, ARCHITECT, ENGINEER OF RECORD, GENERAL CONTRACTOR AND FOUNDATION 5UB-CONTRACTOR(5) PRIOR TO WORK COMMENCING. NO. DATE REVISION G. ALL ADJACENT PROPERTIES, INCLUDING BUT NOT LIMITED TO EXTERIOR WALLS AND FOOTINGS ARE TO BE OBSERVED BY THE ENGINEER OF 1 RECORD AND ENGINEER RESPONSIBLE FOR THE CONTROLLED INSPECTIONS PRIOR TO WORK COMMENCING. 2 7. THE CONTRACTOR SHALL REQUEST PERMISSION TO ENTER BUILDINGS DIRECTLY ADJACENT TO THE AREAS OF PROPOSED UNDERPINNING. a a 3 8. NO FOUNDATION OR EARTHWORK PERMIT SHALL BE ISSUED UNTIL AT LEAST FIVE DAYS AFTER A WRITTEN NOTICE OF THE PERMIT 4 APPLICATION HAS BEEN PROVIDED BY THE APPLICANT TO THE OWNER OF ALL ADJOINING LOTS, BUILDINGS AND SERVICE FACILITIES, WHOM 5AWCUT AND REMOVE EXIST. CONCRETE ° 5AWCUT AND REMOVE 5 MAY BE AFFECTED BY THE PROPOSED FOUNDATION WORK OR EARTHWORK OPERATIONS. a EXIST. FOOTING TOE, 9. THE UNDERPINNING FOUNDATIONS SHALL BEAR ON 5UBGRADE HAVING A BEARING CAPACITY EQUAL TO OR GREATER THAN THE SUBGRADE FOUNDATION WALL ° FLUSH WITH INTERIOR FACE PORTION OF EXIST. 6 7 OF THE EXISTING FOUNDATION. THE 5U5GRADE AT THE LEVEL OF THE EXISTING FOUNDATION SHALL BE INSPECTED BY A LICENSED OF FOUNDATION WALL SLAB TO ALLOW FOR PROFESSIONAL ENGINEER RETAINED BY THE OWNER(UNLESS CONTRACTUALLY DEFINED OTHERWISE) TO VERIFY THE BEARING CAPACITY AND a�. UNDERPINNING 8 DEFICIENCIES BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. /� ° ° 10. DO NOT TRANSFER THE BUILDING LOAD ONTO NEW UNDERPINNING WALLS UNTIL ALL WALLS HAVE ATTAINED 50% OF THE CONCRETE DE51GN ----- 10 STRENGTH, AS CONFIRMED BY THE CYLINDER TESTS, OR 9G HOURS. ° 1 1 . DO NOT PLACE BACKFILL AGAINST NEW UNDERPINNING WALLS UNTIL CONFIRMED BY THE CYLINDER TEST, OR 9G HOURS. EX15T. CONT. CONCRETE THIS APPLICATION IS APPROVED ONLY FOR WORK° ------------------------------ a 12 d \\ �� 12. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 4,000 P51 AT 28 DAYS. � -- 13. ALL GROUT SHALL BE NON5HRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI. STRIP FCOTING INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 14. ALL DRYPACK SHALL BE A MIXTURE OF I PART CEMENT AND 2 PARTS DAMP SAND, WITH O-INCH SLUMP. 2" MIN. STEEL 51-IM5 \ a OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 15. ALL UNDERPINNING SHEETING AND BRACING TO REMAIN SHALL BE PRESSURE TREATED LUMBER AND/OR OTHER APPROVED MATERIAL. AND DRY PACK. \ ° ° - -j - - - - - - - - - - TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I G. EXCAVATION BELOW THE WATER TABLE SHOULD BE AVOIDED, IF POSSIBLE. DEWATER THE SITE PRIOR TO EXCAVATION. EXCAVATION MAY /\ 4 a. - - -- - - //�\ / - _ ACCORDANCE WITH APPLICABLE CODES. ONLY PROCEED AFTER REVIEW BY THE ENGINEER OF RECORD. BOTTOM Of 17. IF WATER IS ENCOUNTERED IN THE PIT, PROVIDE LOCAL PUMPING TO REMOVE WATER FROM THE PIT. � EXIST. FOOTING 18. ALL SIDES OR SLOPES OF EXCAVATIONS OR EMBANKMENTS SHALL BE INSPECTED AFTER RAINSTORMS. / I F FUTURE 13. THE UNDERPINNING SHALL BE CONSTRUCTED IN A MANNER SUCH THAT THE EXPOSED FACE OF THE CONCRETE IS VERTICAL (OR AS LEAVE 2" GAP FOR ° /�\ BASEMENT SLAB Consultants OTHERWISE SPECIFIED), CLEAN AND NEAT. CONCRETE OVERPOUR a ° 20. UNDERPINNING PIERS SHALL NOT BE LEFT OPEN OVERNIGHT, UNLESS PREVIOUSLY APPROVED BY THIS OFFICE. BEHIND TOP BOARD / °a a ° \� E �I ring Services, P.C. 2x SHEETING TO Where innovation meets pract,Canifitt EXISTING FOUNDATION UNDERPINNING SEQUENCE: BE ABANDOACE °a °NED °° 2x SHEETING, (3) SIDES. TO BE REMNEW YORK CITY: I . 5TARTING WITH SEGMENTS "A" ONLY, ANY LOSS OF MATERIAL /\ �/ SECTOIONDINSTAL INSTALLED UNDERPINNING HEETI AND BRACING. DIG PITS 4-0 WIDE MAXIMUM,ALL FOUR 5 DE05U PACK PLACING DS TO BE REPLACED \�i\\�\\� �� 630 FIFTH AVE., SUITE 2000 REQUIRED 5 NG RAC G ALL PITS TO BE 5 E 0 NEW YORK, NY BETWEEN SHEETING AND 501L WITH 501L CEMENT, LEAVE A MINIMUM OF 9'-0" OF EXISTING 501L LONG ISLAND: BETWEEN PIT5. BOTTOM OF UNDERPINNING 2. CLEAN BOTTOM OF EXISTING FOOTING AND RECOMPACT DISTURBED 501L AT BOTTOM OF PIT WITH TO MATCH B HI BOTTOM OF NEW AVE., SUITE 510 -#0928 TAMPERS (APPLICABLE TO 501L ONLY). COMPACT TO 95% OF MAXIMUM DENSITY OF 501L. L055 OF WALL FOOTING ELEVATION CKSVILLVILLE, NY 11801 GROUND SHOULD BE KEPT TO A MINIMUM BY BACK FILLING BEHIND THE BOARDS WHERE AND WHEN FLORIDA: 1`0551BLE WITH GROUT PUMPED INTO VOID5. P.O. Box 210 3. THE CONTRACTOR SHALL INSTALL ADEQUATE LATERAL BRACING 5Y5TEM(5) TO PREVENT MOVEMENT IN A TYPICAL UNDERPINNING SECTION TERRA CEIA, FLORIDA, 34250 THE EX15TING 5TRUCTURE(5) AND IN THE NEW UNDERPINNING IF NECESSARY. 5-300 SCALE: I" = 1 '-0" 4. POUR NEW CONCRETE UNDERPINNING FOR 5EGMENT5 "A". WAIT UNTIL CONCRETE ATTAINS 50% OF PHONE: DE51GN STRENGTH BEFORE MOVING ON TO UNDERPINNING SEGMENT "B" CELL: (631) 560-0259 5. FOR 5EGMENT5 "B" ONLY, DIG PIT5 4'-0", MAXIMUM WIDTH, WITH REQUIRED SHEETING AND BRACING. FAX: (631) 938-0784 G. FOR SEGMENTS "B" REPEAT CONCRETING, CLEANING, AND COMPACTION A5 DE5CRIBED IN NOTES 2, 3 AND 4. 7. FOR 5EGMENT5 "C", DIG PIT5 4'-0" MAXIMUM WIDE, WITH REQUIRED SHEETING AND BRACING, A5 INDICATED ON DETAILS. 8. FOR 5EGMENT5 "C" REPEAT CONCRETING, CLEANING, AND COMPACTION A5 DE5CRIBED IN NOTE5 2, 3 Applicant of Record: AND 4. 9. FOR SEGMENTS "D", DIG PIT5 4-0" MAXIMUM WIDE, WITH REQUIRED 5HEETING AND BRACING, AS I SAAC - RAE INDICATED ON DETAILS. 10. FOR SEGMENTS "D" REPEAT CONCRETING, CLEANING, AND COMPACTION A5 DE5CRIBED IN NOTES 2, 3 430 MAIN STREET GREENPORT, NY 11934 AND 4. a 1 1 . WHERE BOTTOM OF ADJACENT UNDERPINNING PIT5 ARE AT DIFFERENT ELEVATIONS, DEEPER PIT SHALL T. 347-276-6093 E. clay@isaac-rae.com BE IN5TALLED FIR5T. ALL 12. UNDERPINNING PITS CLOSER THAN 9 FEET APART SHALL NOT BE EXCAVATED AT THE SAME TIME. 4 FORTHDESIGNS/HEREIN RENDERINGS AND OTHERL DISCLOSURES AND PROTECTED � � FORTH HEREIN ARE THE PROPERTY OF(SAAC-RAE LLC,AND ARE PROTECTED 13. WHEN UNDERPINNING ROCK MATERIAL, CONTRACTOR 5HALL TAKE PRECAUTION5 50 A5 NOT TO EXI T. CONCRETE AFTER ALL UNDERPINNING IN UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. FOUNDATION WALL IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR FRACTURE ROCK UNDER ADJOINING SECTION OR DAMAGE CONCRETE ALREADY POURED IN PLACE. a PLACE, DEMO. REMAINING CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN a PORTION OF EXIST. SLAB AND PERMISSION OF ISAAC-RAE ARCHITECTURE EXCAVATE AS REQ'D. d EXIST. CONCRETE FOOTING � ° a I/2" BITUMINOUS ° EXPANSION MATERIAL ' I _____ ___ Project: �\ W.W.F GXG -W I .4XW I .4 @CENTER OF SLAB / , ----------�; 4452 Peconic Bay 4" CONC. SLAB 4452 Great Peconic Bay Blvd, Laurel, NY 11948 BOTTOM Of ° Project No.: a ° ° Q ° ° a ° d° ° Q ° A EX15T. FOOTING \/ a ° (\ i/ i \ `� �/ / \ IR-02 ° a ° 8 / / ° 4 Seal/Signature: ° ° d e n . ° ° ° ° a�\�\`\�/ \ ° a ° ° ° ° 10 MIL VAPOR BARRIER " COMPACTED of NE 4 CO C ED A.B.C. L1/y � 15 SPY 3'-0" 3'_0" 3'_0" 3'-0" 3'_0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" \/ °a ° ° \\ �\ COMPACTED BACK FILL Gj �'"�� �/ F NEW CONCRETE UNDERPINNING r. w`• r<: 9-0 MIN. BETWEEN PITSLu UNDERPINNING ELEVATION 082359 4r� LAGGING TO BE A%PESS101k ABANDONED IN PLACE B NEW CONCRETE SLAB AT UNDERPINNED WALL 5-300 SCALE: 1 " = 1 '-0" Date: 03/20/24 AS NOTED PROVIDE 2xG KEY, ALTERNATE, PROVIDE#7 Drawing Title: CENTERED, IN EACH PIN BARS @ 12' O.C. VERT. w/ UNDERPINNING NOTES AND REMOVE SIDE BOARDS 12" EMBED IN LIEU OF KEY DETAILS PRIOR TO ADJACENT POUR UNDERPINNING PLAN Drawing No.: 777 DRAWING ISSUE NO. DATE ISSUED FOR PIPE 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS NOTE: ° 4-1 I . ' DENOTES "CLASS B" LAP SPLICE. d ° ° d d 4 �', (V ° • • ° • •. • • • Z ° 4 5 d ° 2. VERTICAL REINFORCING NOT SHOWN FOR CLARITY. •a ° a ° ° ° N v ° d a ° CORNER BARS MAY BE USED IN LIEU OF HOOKS Q ° d 4 Q° _ II = 4 ° ° 6 ° ° 7 d °. 4 8 ° d . ° ° d' 9 ° °° O d 4 d ° ° 4 • • a ° 1 1 12"TYP N ° a ° ° 10 d a d ° d 4 d d d ° °d 4 4 ° 2 TYP • • • ° • .� ° _ 12 Cl- n . f d d d° ° ° ° d ° ° DRAWING REVISIONS * ~ 4 ° STD HOOK F4 ' ° d d STD HOOK TYP • • d ' ° NO. DATE REVISION TYP °a ° 4 NOTE: I 1 d ° ° 4 ° 4 • • ° AT CONTRACTORS 2 ° • ° • OPTION FTG MAY 2xH 3 ° BE STEPPED THUS: 4 ° d 4 5 (1'-4" MIN) d ° 4 WALL JOISTS AND STRUCTURAL SLABS C\1 6 7 8 "L" INTERSECTION "T" INTERSECTION d 4 9 3" ° 10 d ° ° d d 11 TYP ° a 4 4 .a 4 °. = 12 TYP ° d \/\ 4 4 d • \�/j • 4 n • • • • • ° ° THIS APPLICATION IS APPROVED ONLY FOR WORK 4 a \ N d .d a ° ° INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL ° ° 4 a ° d d a ° d a 4 d d OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR d 4 d 6 a .° ° d ° /\ 4 • • O • •� • d • 4 ° TO BE CONSIDERED AS EITHER BEING APPROVED OR IN a ° ° _ d 2"TYP ;\\ ° ° 4 ° ° ° d ° d 4 ACCORDANCE WITH APPLICABLE CODES. ° ° Con v-- d d Consultants ° d ° 4 ° ° a A.S. Engineering Services, P.C. d NOTE: 4 a Where innovation meets practicality AT CONTRACTORS d ° COLUMNS 4� BEAMS = To GRADE OPTION FTG MAY11 NEW YORK CITY: ----------------------------------------- ---- BEAM WIDTH BE STEPPED THUS: 630 FIFTH AVE., SUITE 2000 ��KEWED 1" ° SKEWED "T" NEW YORK, NY BASE SLABS, FTG'S t- FTG REINFORCEMENT GRADE BEAMS LONG ISLAND: A TYP. WALL I NTE" ECTI ON REINFORCING B TYP. REINFORCING BAR CLEARANCES C TYP. STEPPED FOOTING DETAILS HICKSVILLE, NY 11800E 510 -#0928 S-30I N.T.S. 5-301 N.T.S. �01 N.T.S. FLORIDA: P.O. BOX 210 TERRA CEIA, FLORIDA, 34250 PHONE: CELL: (631) 560-0259 FAX: (631) 938-0784 - FOR TYPICAL REINF. Applicant of Record: AT OPENING SEE I SAAC - RAE DETAIL: so LINTEL REINF. SEE 430 MAIN STREET SCHEDULE GREENPORT, NY 11934 BAR DEVELOPMENT T. 347-276-6093 E. clay@isaac-rae.com LENGTH (TYP) SEE NOTE 3. ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET SEE NOTE 1 . FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 4 ° IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR ° 4 �r ° ° c b ° " ° CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE ° v n ° -� —1— 4- 4 —1,�a � —I— � �iTI— �- -a —I— -� —I— I -� —I—� ,�+ —1— �✓✓✓—I I- � —I � ° \4 < N I —I— IIII— 1 .Xrr ✓ —III Project: rt I t rth11 tt 1111firt 1 -t� l��t -t -11fiT �,�� � 11r1- rt 4 —I— �{�I— I =11�Izi— ,�� -II+ - - •�a�I- -I ° ° c " ° 4452 Peconic Bay —I— I IIII r IIII I —I— _ �—�� DOOR OR ° 4452 Great Peconic Bay Blvd, Laurel, NY 11948 LJ WINDOW OPENING ° a I � IIII IIII' r� I _ III III I SK � w 4 Y �� I I III I I'I o Q' ° ° " ° Project No.: r r X J ° I R-02 — 1�� 111 Mrr w 4 OPENING d d ° Seal/Signature: 0 � °4 d ° 4 4 Q —t—I—� rT i—I— m c ° % rt l fi rt1111 1 I ;,�/ '1llr fi —r 1 fi J ° d �.flF NE y 1— -I NCI— — -�fI — —II —I— - - -II4 -III �- -j - - I- OPENING `l Q ° ° 'C _I 4 - #5 ADD'L (2 EACH IIIId ° SIDE OF OPENING OR PIPE — 1 11 1I111 �� LIII I I 1 1 i l l l l Tr/ 4 fi I 1- rt — fi —I— fi rt —I— rr I— r .-1— fi rt —I— LINTEL SCHEDULE cc t7Y , U OPENING G" OR 8" WALL 10" OR 12" WALL ° , ° ' . ° °� ° 4 082359 Qi ° a or SIO 4 - #5 ADD'L (2 EACH 2'-0" TO 4'-0" LST OR Z-0" MIN., OR SIDE OF OPENING OR PIPE 0 0- 2 -#3 + _ 0- 2 -#3 HOOK(TYP. ALL CORNERS) 2 -#4 _ 2 -#4 NOTE: 4'-0" TO 5'-4" T NOTES: 1 . PROVIDE ADDITIONAL HORIZONTAL AND VERTICAL BARS EQUAL TO THE 2 -#5 3 -#4 1 . LST = TENSION SPLICE LENGTH AS PER SCHEDULE IN G.S.N. NUMBER OF BARS TERMINATED AT OPENING, HALF EACH SIDE. 0 *- +—♦ - — 2. HOOK ALL INTERRUPTED CONTINUOUS BARS 2. AT SINGLE LAYER REINFORCED WALLS OR SLABS, PROVIDE ONLY SINGLE 3. PLACE 112 OF REINFORCING BAR AREA INTERRUPTED BY Date: 03/20/24 Scale: S NOTED LAYER OF ADDITIONAL REINFORCING AT OPNG. OPENING IN THE SAME FACE AT BOTH SIDES OF OPENING. Drawing Title: i�_ 2 -#5 �- - �- 2 -#5 4. OPENINGS WHOSE GREATER DIMENSION IS 4" OR LESS, ARE g 3. TERMINATE REINF w/ STD HOOK WHERE OPENING ADJACENT TO WALL OR SPACED 10" MIN. FROM ANY OTHER OPENING OR EDGE, AND STRUCTURAL DETAILS SLAB EDGE. 5'-4" TO 8'-0" 2 -#6 3 -#5 DO NOT INTERRUPT ANY REINFORCING DO NOT REQUIRE •- ♦�- ADDITIONAL REINFORCING PER THIS DETAIL. Drawing No.: D TYP. ADDITIONAL REINF. AROUND OPENING AT SLAB Off WALL E TYP. CONCRETE LINTEL DETAIL F TYP. OPENING IN CONCRETE WALL S-30I N.T.S. S-30I N.T.S. S-301 N.T.S. DRAWING ISSUE NO. DATE ISSUED FOR EXIST. C.M.U. 1 10/30/2019 SOUTHOLD TOWN TRUSTEES FOUNDATION WALL 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS ° ° a - --- --— �— - --------— ° //\ 5° ° d 6 12" CONCRETE ° d ° ° d 1 2 CONCRETE 8 \ d FOUNDATION WALL FOUNDATION WALL ° ...................1 .................. .. \ 9 I...._-..-... --- - ............._... NOTE: d 12" CONCRETE NOTE: ° d° ° a I d. ' ° FOR INFORMATION 10 \ FOR INFORMATION ° NOT SHOWN SEE FOUNDATION WALL ° d ° a NOT SHOWN SEE d \ 12 DETAIL: ° ° - .-._; ....-... _............ ................ --- --- - / DETAIL: #5 BARS VERT. @ 12" O.C. — --------- ---- - ---- RIGID INSULATION, SEE `. ° DRAWING REVISIONS ARCHITECTURAL d • -3O a d ° ° a ° a 4 • ° /\\� -30 NO. DATE REVISION / #4 DOWELS 24" O.C. w/ ° d ., .., ----------------- -------------__.:-_::_::-.----_-_-___--_ ° 1 \/ #4 BARS I2" O.C. @ °a ------- — - ---- ° #4 DOWELS @ 24" O.C. w/G" 2 / @ G EMBED. INTO EXIST. ° i DAMP PROOFING \ FOUNDATION WALL w/HILTI °. d° /� EMBED INTO EXIST FOUNDATION 3 WALL wl PER ARCHITECTURAL \ . °a ° HIT MY-270 ADHESIVE a ° \� ADHE51VEIANCHORING LTI HIT O STEM 4 /\\ • a ANCHORING SYSTEM - _. ----- -- — -- L- ----- a \//� 5 #`i DOWELS @ G" O.C., \/ ° 112 BITUMINOUS ° d a ° 6 \ EXPANSION MATERIAL LAP 40 BAR DIA., \ �\ ° EXIST. C.M.U. ° \\� 7 ALTERNATE HOOK ° - �_--...__________________ � W.W.F GXG -W I .4XW I .4 FOUNDATION WALL �� � ° _..___-..__-__---_---._.---- .— ° \ 8 \/\\�\ ° @CENTER OF SLAB // a d d i ._..._ \� 9 WATERSTOP �// �� • 4 4" CONC. SLAB 10 i CONT. KEYWAY \ \\ /\ ° a ° ° d Q - °° d / (2) #4 DOWELS @ 12' O.C. w/G" 12 \ \ T.O. SLAB, SEE EMBED. INTO EXIST. STRIP THIS APPLICATION IS APPROVED ONLY FOR WORK °4 ° _ _ _ d FOUNDATION PLAN - \/ Q 4 ° ° g /��/ FOOTING w/HILTI HIT HY-200 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL �` ` a —x EXIST. CONT. CONC. / d a a \\\/\� ADHESIVE ANCHORING SYSTEM OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR \/ // /�` • 10 STRIP FOOTING \\ d ° 41i •..° \, TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. d z d ° %��/ a d ° // d d ° Q° NEW CONT. CONC. Consultants \ ° d ��\ °. d . d \/. STRIP FOOTING w 10 MIL VAPOR BARRIER \ °d d / /\\ , °• d • _ • \ 4" COMPACTED A.B.C. / ° a \/\ d • d • /\// Engineering Services, P.C. �.— NEW CONCRETE EXIST. CONT. CONC. \ \ CONT. CONCRETE STRIP UNDERPINNING /\\ d • a • • a • STRIP FOOTING ° d 1,,- - 4 \� i�f r�'FG ttlCtcCjtOt meets cif �\ \\ FOOTING, SEE SCHEDULE \/\\ FOR SIZE t REINFORCING / / / / / NEW YORK CITY: 4 #4 x 12" DOWELS w G" EMBED. 630 FIFTH AVE., SUITE 2000 4" COMPACTED A.B.C. INTO EXIST. STRIP FOOTING @ 8" O.C. NEW YORK, NY EQ. I 0 EQ. VERT. $ HORIZ. w/ HILTI HIT HY-200 NEW CONT. CONC. LONG ISLAND: ADHESIVE ANCHORING SYSTEM NEW WALL END TO SIDE STRIP FOOTING EXIST. WALL END TO SIDE SEE SCHEDULE OF '.XIST. WALL OF NEW WALL 100 DUFFY AVE., SUITE 510 -#0928 HICKSVILLE, NY 11801 TYP. 12" FOUNDATION WALL FOOTING @ BASEMENT ( 13� NEW FOUNDATION WALL TO EXIST. C. M . U . FOUNDATION WALL FLORIDA: S-�)02 1 - 1 -O S-302 1 11 - I 1-011 P.O. BOX 210 TERRA CEIA, FLORIDA, 34250 PHONE: CELL: (631) 560-0259 FAX: (631) 938-0784 4" 4" SAWCUT SLAB WITHIN 12 N HRS. AFTER PLACEMENT I/8" OF CONCRETE 4" CONCRETE SLAB W/W.W.F GXG - W I .4XW 1 .4 @ CENTER OF SLAB Applicant of Record: 0 0 RESULTING PP CONTROLLED CRACK I SAAc - RAE N Nr — 430 MAIN STREET d GREENPORT, NY 11934 — — d T. 347-276-6093 E. clay@isaac-rae.com 0 5 112" 5 112" ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAGRAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN Fill VAPOR BARRIER PERMISSION OF ISAAC-RAE ARCHITECTURE COMPACTED A.B.C. 1.5.5. STEEL COLUMN, SAWCUT JOINT Project: SEE FOUNDATION PLAN 1011 -3"+ 4452 Pecon is Bay 4" CONCRETE SLAB W1 W.W.F GXG - 4452 Great Peconic Bay Blvd, Laurel, NY 11948 1 " X 1 112" CONT W I .4XW 1 .4 @ CENTER OF SLAB 3/1 G 1 112" 5,000 P51 KEYWAY ( I "X3") NON-SHRINK GROUT STOP W.W.F. AT EXIST. C.M.U. FOUNDATION Project No.: 3/4" BASE PLATE w/(4) I CONTROL JOINT WALL BEYOND TREAD BAR 055E @ IR-02 3/4"0 HEADED ANCHORS CONC. CLOSURE POUR TREAD NOSE TYP. w/NIN. 10" EMBED. � � 4" CONCRETE SLAB w/ NEW CONCRETE STEPS Seal/Signature: W.W.F GxG - W I .4xW I .4 SAWCUT AND REMOVE @ CENTER OF SLAB PORTION OF EXIST. SLAB X �° �� v 112" BITUMINOUS ° d EXPANSION MATERIAL -� EF f------ =----X--------Jl---- Q �� N l ,- d a ` o .4 W.W.F GXG - W I .4XW 1 .4 15 SP a /\\�\\/ \ \/\ @ CENTER OF SLAB ° • 'F G p� ad Q ° \ \� / /\\/\ \� \\ \\ \ / 4" CONC. SLAB \/ \ ` VAPOR BARRIER, a � °°d11 a ��a w ., d:. ° d 10 MIL VAPOR BARRIER — � - - — — Q \ a �' \ � 4 COMPACTED A.B.C. — �( �— °, ° ' . /\\ \\ \ #4 BARS @ 12" O.C. w/ � 82s5g � w / a \ I'-0" G" G" I'-0" �' .° ° . / /\ 6" EMBED. w/ HILTI HIT w \ a a ° ° ° \ \\\\ HY-200 ADHESIVE QFESStO� 4" COMPACTED A.B.C. p \ / ° a d • a • /\\\` CONCRETE FOOTING, C . I . I . JOINT \\�\�/ / / //\ / ^/\/�1\//\ ANCHORING SYSTEM \ 1 SEE FOUNDATION PLAN / // /\ /\ #4 BARS CONT. @ 12" O.C. \//� NOTE: CL) \ \ \' 1 . TYPE OF JOINT IS OPTIONAL WITH CONTRACTOR. SAWED JOINTS 10 MIL VAPOR BARRIER / / \ \�/\//\ / \ \\\\ SHALL BE MADE WITHIN 12 HOURS AFTER PLACING CONCRETE. 4"COMPACTED A.B.C. /\ 2. WHEN KEYWAY JOINT IS ELECTED, THE SLAB SHALL BE PLACED x\ NEW CONCRETE Date: 03/20/24 Scale: SEE SCHEDULE FOB;REINF. IN CONTINUOUS STRIPS. UNDERPINNING BEYOND `F 4" COMPACTED A.B.C. 3. AT THE CONTRACTORS OPTION, A METAL PRE-FORMED JOINT OF / L,��/,L//� �\/ �\�/\ AS NOTED APPROVED DESIGN WILL BE ACCEPTABLE AT EACH CONTROL JOINT \/\\\ ///\/\// Drawing Title: Ir SEE SCHEDULE IN LIEU OF THE ABOVE JOINT TYPES. \ STRUCTURAL DETAILS 4. WHERE SAWED JOINT WILL BE LEFT PERMANENTLY EXPOSED TO VIEW, FILL THE JOINT FLUSH WITH FLEXIBLE SEALING COMPOUND. C H .5.5. COLUMN FOOTING DETAIL D TYP. SLAB-ON-GRADE CONTROL JOINT IITU .II E CONCRETE STEPS @ SLAB ELEVATION CHANGE Drawing No.: S-302 SCALE: 1" = 1 '-0" S-302 N.T.S. 5-302 N.T.S. 020 DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES N 2 03/20/24 ISSUED FOR CONSTRUCTION m 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 4 5 6 7 N 8 m 9 10 2 I/2" 2 /2" (4) 3/4"0 HEADED ANCHORS w/ 10" 11 MIN. EMBED. 12 DRAWING REVISIONS SEE SHEARWALL SCHEDULE SEE SHEARWALL SCHEDULE FOR SHEATHING AND 2x6 STUDS @ 16" O.C. FOR SHEATHING AND NO. DATE REVISION ATTACHMENT ATTACHMENT 2x6 STUDS @ I 6 O.C. 1 I/2"0 HEADED ANCHORS @ 2 112"0 HEADED ANCHORS @ 3 2xG STUD WALL BEYOND 48" O.C. MAX. w/8" EMBED. I Od TOENAIL EA. SIDE, EA. 48" O.C. MAX. w/8" EMBED. 4 I (COUNTERBORE) JOIST TYP. (COUNTERBORE) 5 SEE SHEARWALL SCHEDULE FOR I . P.T. 6 WOOD PLATE FLOOR SHEATHING, 6 CONT P 2 SHEATHING AND ATTACHMENT H.S.S. COLUMN, SEE SEE SCHEDULE CONT. P.T. 2xG WOOD PLATE FLOOR SHEATHING, 7 I FRAMING PLAN BLOCKING BETWEEN JOISTS TYP. SEE SCHEDULE 8 3/4" BASE PLATE w/(4) 9 314"0 HEADED ANCHORS FINISHED GRADE FINISHED GRADE 10 w/MIN. 10" EMBED. I I I • 11 I I 12 I I/2" 5,C>00 PSI I FLOOR SHEATHING, ° � � � THIS APPLICATION IS APPROVED ONLY FOR NON-SHRINK GROUT SEE SCHEDULE � ° a WORK / INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL d OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR d I • cp \//\\//\//\\//\\\ • • a ACCORDANCE WITH APPLICABLE CODES. " TJI FLOOR JOIST, SEE \\/\\/\ ° .I TJI FLOOR JOIST, SEE FRAMING PLAN FRAMING PLAN CONT. 2 2� W TJI BLOCKING @ 24" O.C. Consultants 4 ( ) 6 WOOD PLATE 411 \/ \ \ • ° • a �� ° CONT. (2) 2x6 WOOD PLATE A.S. Engineering Services, P.C. TJI FLOOR JOIST, SEE \\/ ° Whereinnovation racticality � d I FRAMING PLAN �/\\/ � � ° \�\\\N \// CONT. CONCRETE \\/ CONT. CONCRETE NEW YORK CITY: CONT. CONCRETE /\\\ • ° FOUNDATION WALL /\\/ • ° FOUNDATION WALL d • ° FOUNDATION WALL / NOTE: FOR INFORMATION //\/ NOTE: NEW YORK, NY 630 FIFTH AVE., SUITE 2000 RMTION /\\\/ FOR INFORMATION NOTE: / ° NOT SHOWN SEE / FOR INFORMATION \ / a " d NOT SHOWN SEE LONG ISLAND: \ ° NOT SHOWN 5EE /\ ° DETAIL: A � DETAIL: �\ a DETAIL: A •a a / • ° A 100 DUFFY AVE., SUITE 510 -#0928 • A \' -30 I \ ° 301 HICKSVILLE, NY 11801 ° s-3o I FLORIDA: 1'-0" P.O. BOX 210 TERRA CEIA, FLORIDA, 34250 PHONE: Ar[3CELL: (631) 560-0259 H _5;o . COLUMN TO FOUNDATION WALL WALL FLOOK FOAM I NG TO FOU N DATION C WALL � FLOOf� FRAMING TO FOUNDATION FAX: (631) 938-0784 5-303 S-303 SCALE. I — I -0 S 303 SCALE: I" = P-O" Applicant of Record: ISAAC - RAE 430 MAIN STREET GREENPORT, NY 11934 T. 347-276-6093 E. clay@isaac-rae.com ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET I FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED I UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. SEE ARCH. FOR IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR SEE SHEARWALL SCHEDULE i EXTERIOR DOOR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN SEE SHEARWALL SCHEDULE 1/2" BITUMINOUS I PERMISSION OF ISAAC-RAE ARCHITECTURE FOR SHEATHING AND FOR SHEATHING AND EXPANSION MATERIAL ATTACHMENT 2x6 STUDS @ 16" O.C. 2x6 STUDS @ 16" O.C. ATTACHMENT W.W.F GXG -W I .4XW I .4 @ CENTER OF SLAB i I Od TOENAIL EA. SIDE, EA. I/2"0 HEADED ANCHORS @ I Project: 51MP50N FLOOR TIE EA. SEE 45" O.C. MAX. w/8" EMBED. I JOIST TYP. SHEAR WALL FLAN FOR TYPE I Od TOENAIL EA. SIDE, EA. SEE ARCH. FOR 4"CONC. SLAB ; 4452 Pecon is Bay JOIST TYP. (COUNTERBORE) FINISHED SURFACE I SEE SCHEDULE �+ AND LOCATIONS o SIMPSON H2.5A EA. SIDE I FLOOR SHEATHING, FLOOR SHEATHING, 4452 Great Peconic BayBlvd Laurel NY 11948 o FLOOR SHEATHING, #3 BAR @ TREAD SEE SCHEDULE SEE SCHEDULE NOSE TYP. I ' CONT. P.T.2xG WOOD PLATE CONT. P.T.2x6 WOOD PLATE FINISHED GRADE _ _ _ — d • Project No.: FINISHED GRADE E I Seal/Signature: \�'�\\\ \/ // • //\/\\\\ \/ / d° \/ / /\ TJI FLOOR � JOIST, SEE �, y � • _ �� /\\\\ \ I � //\\//\ //\// a 4� FRAMING PLAN P� �S SP TJI FLOOR JOIST, SEE FRAMING PLAN LVL FLOORBEAM SEE 4" CONT. (2)�OTE 1 ° a 4 CONT. (2) 2x6 WOOD PLATE r- r cc 4" CONT. (2) 2xG WOOD PLATE x \/\ / �\ ° • a rn g ILU Lu (2) #4 BARS CONT. / CONT. CONCRETE �FESSION /\ \ .\ • ° FOUNDATION WALL CONT. CONCRETE I -0 `/\\/ • ° FOUNDATION WALL \ FONT. CONCRETE /\ \\ • ° FOUNDATION WALL /\\ ° a NOTE: FOR INFORMATION NOTE: NOTE:° a NOTE: ° NOT SHOWN SEE \/ FOR INFORMATION \ FOR INFORMATION DETAIL: NOT SHOWN SEE / ° NOT SHOWN SEE `�j/ •ad A DETAIL: \ DETAIL: //\ °a •a a A �/\ °a a A ' -30 I Date: Scale: \/ -30 I \// • 03/20/24 AS NOTED Drawing Title: 1'-0" STRUCTURAL DETAILS 1'-o" rD Drawing No.: TYF'. IWALoL TO FOUNDATION HOLD-DOWN DETAIL E LVL BEAM BEARING 11 @ FOUNDATION WALL F CONCRETE STEPS AT FOUNDATION WALL 5-303 5-303 SCALE. I — I -0 SCALE: I " = 1 '-0" 5-303 e 77 DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 1311 311 P-0 112" 5" 5 3111,3 11 IL, I -0 1/2" 2 112" 2 112" (8) 3/4"O 6 A325 BOLTS (5) 3/4"0 7 A325 BOLTS 8 N d =1I \ 9 N 10 ±J rn � 11 LL' + 12 LU w m < w Q DRAWING REVISIONS 1 112" 3" 3" 3" 1 112" 1 112" 3" 3" 3" 1 112" m 0 NO. DATE REVISION XI /4 TYP 112" 1 112" 114 2 FLANGE WIDTH 3 1 1/2" 112" I I/2" 5 (3) SIDES 112" 1 1/2" 6 FLANGE WIDTH I14 FLANGE WIDTH 1 112" 7 m 1 112" 8 I/4 9 All, 1/4 TYP. N I N 10 3/16 1 ® m 11 TY3/I G110 3/I G ® cn THIS APPLICATION IS APPROVED ONLY FOR WORK NOTE: CUT SLOT IN BOTH— I I 1/4 I ® TYP I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL SIDES OF H.S.S. TO TYP. 3/1 G T11 OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ALLOW SHEAR PL. TO I I ( 1/4 10 j TO BE CONSIDERED AS EITHER BEING APPROVED OR IN PA55 THRU COLUMN I NOTE: CUT SLOT IN BOTH I ACCORDANCE WITH APPLICABLE CODES. STEEL WIDE FLANGE BEAM, 1 NOTE: CUT SLOT IN BOTH 1 SEE FRAMING PLAN I SIDES OF H.S.S. TO SIDES OF H.S.S. TO I STEEL WIDE FLANGE BEAM ALLOW SHEAR PL. TO w/CONT. WOOD PACK-OUT ALLOW SHEAR FL. TO I PASS THRU COLUMN I AND 2x BOTTOM PLATE, I 1 3/8" SHEAR FL. w/(3) 13/1 CIO I I 1 PA55 THRU COLUMN STEEL WIDE FLANGE BEAM, I 1 1 1 1 1 I I I SEE FRAMING PLAN 1 1 Consultants HOLES FOR 3/4 O A325N BOLTS SEE FRAMING PLAN I 3/8" SHEAR PL. w/(2) 13/I G"O 1 1 3/4"TOP BOTTOM MOMENT ( 3/8" SHEAR PL. w/(2) 13/1 G"0 I/4 I HOLES FOR 3/4"0 A325N BOLTS 1 I ' I I I TYP. A.S. E I IP 1 i Swims, P.C. PL. w/(8) 13/I G"O HOLES EA. I7,/9,,TnPt HOLES FOR 3/4"O A325N BOLTS I � 1 1 1/4 1/2"TOP * BOTTOM MOMENT I I I l�,�f�crc ir�l°�Lo1�aticl'? rrlots�artic6r` l H.S.S. COLUMN, SEE 114 I BOTTOM MOMENT PL. w/(5) 13/1 G"0 HOLES EA. FOUNDATION PLAN I NP• I I FL. w/(8) 13/1 G"0 HOLES EA. I/4 I H.S.S. COLUMN, SEE I NEW YORK CITY: I I H.S.S. COLUMN, SEE I FOUNDATION PLAN FOUNDATION PLAN 630 FIFTH AVE., SUITE 2000 NEW YORK, NY ('A W 12 BEAM TO H .5 .5. COLUMN - "MCI " MOMENT CONN . B W 1 0 BEAM TO H .5 .5. COLUMN - "MC2" MOMENT CONN . C W8 BEAM TO H .5.5. COLUMN - "MC3" MOMENT CONN . LONG ISLAND: �304) SCALE: I" = 1 '-0" SCALE: I" = 1 '-0" SCALE: I " = 1 '-0" 100 DUFFY AVE., SUITE 510 -#0928 5-304 ��O�4 HICKSVILLE, NY 11801 FLORIDA: P.O. BOX 210 TERRA CEIA, FLORIDA, 34250 PHONE: CELL: (631) 560-0259 FAX: (631) 938-0784 Applicant of Record: ISAAC - RAE 430 MAIN STREET GREENPORT, NY 11934 T. 347-276-6093 E. clay@isaac-rae.com 1/2" 1 112" BOLTS, SEE SCHEDULE 2" 1 112" ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET Q L4"x 4"x 3/8"x T.B.D. EA. SIDE OF BEAM w/ I/2" FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED 1 112„ w 3/8"STIFFENER PLATE IN UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. a� 13/1 G"0 HOLES EA. LEG. SEE SCHEDULE FOR LINE WITH BEAM WEB IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR 114" CAP PL. 1 ANGLE LENGTH AND NUMBER OF BOLTS CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN z PERMISSION OF ISAAC-RAE ARCHITECTURE x 3/1 G N N 1 N I o w Project: I = ® I ® "' n CONN. ANGLES BOLT SCHEDULE 4452 Peconic Ba uiLi C) o I I BEAM X' DIM. TO ANGLE NUMBER OF A325N BOLT ® I 0 _ ® I 0 DEPTH D 15T BOLT LENGTH BOLTS EA. LEG SPACING 4452 Great Peconic Bay Blvd, Laurel, NY 11948 cvn ® 0 _ 3/1 G 81? 2 112" G (2) 3/4"0 3" O.C. STEEL WIDE FLANGE BEAM, 3/1 G SEE FRAMING PLAN 1/2 10" 3 1/2" G" (2) 3/4"0 3" D.C. Project No.: STEEL WIDE FLANGE BEAM, T yp 3/I G SEE FRAMING PLAN 12"TO 14" 3" 9" (3) 3/4"0 3" O.C. IR-02 3/1 G STEEL WIDE FLANGE BEAM, (4) 3/4"0 I i SEE FRAMING PLAN I I i I I/2"TYP. I I/2"TYP. 15"TO 17" 3" 12" (4) 3/4"O 3" O.C. Seal/Signature: A325 BOLTS ( I ) 51 DE I 18"TO 20" 3" 15" (5) 3/4"0 3" O.C. NOTE: CUT SLOT IN BOTH 3/8 SHEAR PL. w/ SIDES OF H.S.S. TO I 13/1 CIO HOLES 2 I"TO 23" 3" 18" (G) 3/4"0 3" O.C. ALLOW SHEAR PL. TO I I 2" I I/2" 1 BOLTS, SEE SCHEDULE 24"TO 2G" 3" 21" (7) 3/4"0 3" D.C. PASS THRU COLUMN H.5.5. COLUMN, SEE H.S.S. COLUMN, SEE H.S.S STEEL COLUMN, o. �F NE� FOUNDATION PLAN FOUNDATION PLAN SEE FRAMING PLANS I L4"x 4"x 3/8"x T.B.D. EA. SIDE OF BEAM w/ 1/2 �Q� y�15 SP , 1 I 1 114 1 1 13/1 G"O HOLES EA. LEG. SEE SCHEDULE FOR 3/4" BASE FL. w/(4) 1 ANGLE LENGTH AND NUMBER OF BOLTS 13/1 G"0 HOLES rLL - TOP OF COLUMN = TOP OF BEAM COLUMN CONTINUES THRU FLOOR 1 / z LU 1 I o 082359 LU SHEAR PL. BOLT SCHEDULE 301 STIFFENER o A9pF SStONP� PLATE EA. SIDE cn BEAM PLATE NUMBER OF BOLT DEPTH "D" HEIGHT A325N BOLTS SPACING 8"TO 10" G" (2) 3/4"0 3" O.C. 3i 1 G 3 SIDES 12"TO 14" 9" (3) 3/4"O 3" 0 C 3i I G TYP. STEEL WIDE FLANGE BEAM, STEEL WIDE FLANGE BEAM, SEE FRAMING PLAN 112" SEE FRAMING PLAN 15"TO 17" 1211 (4) 3/4"0 3" O.C. STEEL WIDE FLANGE BEAM, 18"TO 20" 15" (5) 3/4"0 3" O.C. Scale- WIDE FLANGE BEAM, (2) 51 DES SEE FRAMING PLAN Date: 03/20/24 AS NOTED 21"TO 24" 18" (G) 3/4"0 3" O.C. SEE FRAMING PLANS Drawing Title: STRUCTURAL DETAILS STEEL BEAM TO H .S.S. COLUMN E COLUMN TO STEEL BEAM CONN . F STEEL BEAM TO STEEL BEAM CONNECTION 5-304 SCALE: I " = I '-O" ��O�4SCALE: I" = I'-0" 1S_304 SCALE: I " = I'-O" Drawing No.: U 4,1111111111111111k 0 lamb, 77 �� - DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS 4 5 2xG STUDS @ I G" O.C. 2xG STUDS @ I G" O.C. 2xG STUDS @ I G" O.C. 6 7 a = 2xG CONTNUOUS SILL PATE 8 2xG CONTNUOUS SILL PATE I— I— z SIMPSON HD5B FLOOR TIE W/ 0 2xG CONTNUOUS SILL PATE 9� = SIMPSON CS I G LU SIMPSON CS I G _J EA. STUD I— z FLOOR SHEATHING FLOOR SHEATHING, 5/8"0 THREADED ROD TYP., 10 � EA. STUD b � o FLOOR SHEATHING, 0 o SEE SCHEDULE _' w SEE SCHEDULE SEE FRAMING PLAN FOR SEE SCHEDULE 11 w LOCATIONS 2xG STUDS @ I G" O.C. 12 DRAWING REVISIONS 2xG CONTNUOUS SILL PATE RIM BOARD RIM BOARD RIM BOARD ROOF SHEATHING, N0. DATE REVISION FLOOR SHEATHING, 1 SEE SCHEDULE SEE SCHEDULE 2 3 VII I I4 TJI JOISTS, SEE c~n w TJI JOISTS, SEE I I 5 z FRAMING PLAN o o FRAMING PLAN TJI JOISTS, SEE 6 — W TJI BLOCKING @ 24" OLL, .C. FRAMING PLAN I 8 5IMF50N A35 EA. O ff JOIST TO PLATE CONT. (2) 2xG TOP PLATE o CONT. (2) 2xG TOP PLATE 9 CONT. ) 2xG TOP PLATE EXTERIOR SHEATHING,2xG STUDS @ I G" O.C. SEE SH 10 EARWALL SCHEDULE 11 2xG STUDS @ I G" O.C. EXTERIOR SHEATHING, 2xG STUDS @ I G O.C. EXTERIOR SHEATHING, SEE SHEARWALL SCHEDULE TJI JOISTS, SEE 12 LVL FLUSH BEAM, THIS APPLICATION IS APPROVED ONLY FOR WORK SEE SHEARWALL SCHEDULE FRAMING PLAN SEE FRAMING PLAN INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. A FLOOR FRAMING @EXTERIOR WALL B FLOOR FRAMING EXTERIOR WALL C FLOOR TO FLOOR TIE @ 5H EARWALL END D WALL FRAMING TO LVL FLUSH BEAM Consultants I t o I 11 — I -o III = 1 '-o" III = I '-oll S-305 S-305 �-305 5-305 A.S. Engineering Services, P.C. Where innovation meetS practicality NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: 100 DUFFY AVE., SUITE 510 -#0928 HICKSVILLE, NY 11801 FLOOR SHEATHING, SOLID TJI BLOCKING FLORIDA: FLOOR SHEATHING, — SIMPSON DTC - SEE SCHEDULE TRUSS CLIP P.O. BOX 210 SEE SCHEDULE SIMPSON DTC - 2x STUDS @ I G" O.C. 2x STUDS @ I G" O.C. TERRA CEIA, FLORIDA, 34250 TRUSS CLIP WALL SHEATHING, SEE WALL SHEATHING, SEE ARCHITECTURAL ARCHITECTURAL PHONE: 2x SOLE PLATE 2x SOLE PLATE CELL: (631) 560-0259 M7 : FLOOR SHEATHING, FAX: (631) 938-0784 FLOOP,SHEATHING, SEE SCHEDULE SEE SCHEDULE Q Q N TJI WOOD JOIST @ I G' O.C., N Applicant of Record: SEE FRAMING PLAN 51MP50N A-35 TOP t CONT. 2x TOP PLATE BOTTOM EA. END I SAAC - RA E CONT. 2x TOP PLATE 7117h430 MAIN STREET NON-BEARING 2x STUD WALL, GREENPORT, NY 11934 NON-BEARING 2x STUD WALL, SEE ARCHITECTURAL SEE ARCHITECTURAL T. 347-276-6093 E. clay@isaac-rae.com TJI WOOD JOIST @ I G" O.C., SEE FRAMING PLAN 51MP50N A-35 TOP $ ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET TJI WOOD JOIST @ I G" O.C., SOLID TJI BLOCKING BOTTOM EA. END FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED SEE FRAMING PLAN UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. BETWEEN JOISTS TYP. SOLID TJI BLOCKING IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN JOISTS PERPENDICULAR TO WALL J015T5 PARALELTO WALL JOISTS PERPENDICULAR TO WALL JOISTS PARALELTO WALL PERMISSION OF(SAAC-RAE ARCHITECTURE Project: E 2x PARTITION WALL TO TJI FRAMING F 2x PARTITI ON WALL TO TJ I FRAM I NG G 2x PARTITI ON WALL TO TJ I FRAM I NG H 2x PARTITION WALL TO TJI FRAMING 4452 Peconic Bay ��O5 SCALE: I " = I '-0" 5-305 SCALE: I " = I '-0" S_305 SCALE: I " = I '-0" S-305 SCALE: I" = I'-O" 4452 Great Peconic Bay Blvd, Laurel, NY 11948 NOTE: Project No.: FRAMING ABOVE NOT IR-02 SHOWN FOR CLARITY FLOOR SHEATHING, I I-OIL I I_OII SEE SCHEDULE Seal/Signature: SIMP50N H5 3" MIN. RIM BOARD EA. SIDE OF Q, ps SP J. FLOOR OR ROOF EXIST. FLOOR SHEATHING OR ROOF SHEATHING FLOOR , SHEATHING, SEE SCHEDULE in SEE SCHEDULE Ul _ 1./ fir• r y....- 00 — — m 082359 4, I I I I A9aFES S10NP�' I I I I I FLUSH HEADER, SEE II I ° I I I FRAMING PLAN AND II I I I ` III SCHEDULE V 1 I SIMPSON CS 1 G I I I TOP t BOTTOM LLL EXIST. 2x JOISTS, SEE FRAMING PLAN 51MF5ON CS I G OVER TOP TJI JOISTS, SEE OF BEAM w/ I G" OVERLAP EA. Date: Scale: TJI JOISTS, SEE TJI JOISTS, SEE \5IMP5ON LU28 HANGER TYP. SIDE OF BEARING STUDS 03/20/24 AS NOTED NEW LVL BEAM, SEE FRAMING PLAN FRAMING PLAN FRAMING PLAN 2xG STUDS Drawing Title: (2) 2xG CONT. TOP PLATE @ I G" O.C. WIDE FLANGE STEEL FRAMNG PLAN JSIMPSON IUS7 LVL BEAM, SEE BEAM w/CONT. WOOD LVL BEAM, SEE SIMP50N (US STRUCTURAL DETAILS SIMPPPR VEC E HANGER FRAMING PLAN HANGERTYP. HANGERTYP. FRAMING PLAN BEARING STUDS, SEE HEADER PACK-OUT AND 2x OR APPROVED EQUAL TOP PLATE SCHEDULE 5HT. G-002 Drawing No.: J LVL BEAM TO STEEL BEAM K TJI J015T5 TO LVL BEAM L TJI J015TS EXIST. 2x JOISTS TO LVL BEAM M FLUSH HEADER BEAM @BEARING WALL Jr m cJ_15) SCALE. I 10 5-305 I = I -o 5-305 I" = I '-o" 5-305 SCALE: I " = I '-0" DRAWING ISSUE NO. DATE ISSUED FOR NOTE: 1 10/30/2019 SOUTHOLD TOWN TRUSTEES NOTE: FRAMING ABOVE NOT 2 03/20/24 ISSUED FOR CONSTRUCTION FRAMING ABOVE NOT SHOWN FOR CLARITY SHOWN FOR CLARITY (2) 2xG CONTINUOUS TOP PLATE $ 06/21/24 REVISED PER PLAN REVIEW COMMENTS , 2x6 CRIPPLES @ I G" O.C. 4 LVL BEAM, SEE TJI JOISTS, SEE 3" MIN. SEE SCHEDULE FLOOR SHEATHING 5IMP50N H5 5 FRAMING PLAN FRAMING PLAN EA. 51DE JOISTS. DIRECTION 6 SIMPSON 115 MAY VARY, SEE 7 EA. SIDE FRAMING PLAN g 9 10 j j j 11 12 2xG PLATE DRAWING REVISIONS j No. DATE REVISION 1 LVL BEAM, SEE 2 FRAMING PLAN 3 �—(3) 1 Gd END NAILS TO 2xG STUDS EA. END OF HEADER 4 (2) 2xG CONT. TOP PLATE @ I G O C 5 6 7 WOOD HEADER, SEE 2xG STUDS 8 2xG 5TUD5 @ I STUDS G"O.C. FRAMING PLAN @ I G" O.C. 9 @ @ I G" O.C. WOOD POST, SEE PLAN AND SEE SCHEDULE E DO AER AMF5D N L5TA24 10 WOOD POST, SEE PLAN AND SCHEDULE 5HT. G-002 51 11 SCHEDULE 5HT. G-002 OF 2x KING STUDS SEE HEADER SCHEDULE 12 FOR NO. OF 2x TRIMMERS THIS APPLICATION IS APPROVED ONLY FOR WORK Gd @ 12" O.C. - INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL STAGGERED EA. FACE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN BEAM PERPENDICULAR TO 2x WALL BEAM ALIGNED w/ 2x WALL ACCORDANCE WITH APPLICABLE CODES. A FLUSH POWER BEAM @ BEARING WALL B FLUSH LVL BEAM @ BEARING WALL C LOAD BEARING HEADER @OPENING Consultants SCALE: I " = I '-0" SCALE: I " = I'-O" SCALE: I" = I'-0" 5-306 5-306 5-306 A.S. Engineering Services, P.C. Where innovation meets practicafrty NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY I Od NAILS @ 12" O.C. EA. I Od NAILS @ 12" O.C. EA. FL005 5" FLATLOCK LONG ISLAND: SIDE, STAGGERED SIDE, STAGGERED SCREWS @ 12" O.C. 100 DUFFY AVE., SUITE 510 -#0928 EA. SIDE, STAGGERED HICKSVILLE, NY 11801 I I I I I I I I I 1 I 11 III I I I FLORIDA: I I I I I Lil P.O. BOX 210 III 1 I TERRA CEIA, FLORIDA, 34250 IIIII II IIIII II IIIIIIII PHONE: WOOD POST OR BUILT-UP STUD WALL SHEATHING, WOOD POST OR BUILT-UP STUD WALL SHEATHING, POST, SEE FRAMING PLAN AND SEE 5HEARWALL SCHEDULE POST, SEE FRAMING PLAN AND CELL: (631) 560-0259 SEE SHEARWALL SCHEDULE SHEAR WALL SCHEDULE SHEAR WALL SCHEDULE FAX: (631) 938-0784 (2) 2xG OR(2) (3) 2xG OR(2) (4) 2xG OR(2) 51MP50N HD58 FLOOR TIE w/ 1 .75"x 5.5" PSL 1 .75"x 5.5" PSL I .75"x 5.5" PSL SIMPSON HD5B FLOOR TIE w/ 0 2xG CONTNUOUS SILL PATE 5/8 O BEAM THREADED FLANGO ROD WELDED 2 PLY POST 3 PLY POST 4 PLY POST 5/8"0 THREADED ROD TYP., o FLOOR SHEATHING, FRAMING PLAN FOR LOCATIONS o FLOOR SHEATHING, SEE FRAMING PLAN FOR SEE SCHEDULE SEE SCri�DULE LOCATIONS 2xG CONTNUOUS SILL PATE Applicant of Record: FLOOG G" FLATLOCK FLOOG34 G 3/4" FLATLOCK I SAAC — RAE SCREWS @ 12' O.C. SCREWS @ 12' O.C. EA. I 11111 1 I EA. SIDE, STAGGERED SIDE, STAGGERED 430 MAIN STREET 1111111111 II II 1 1 1 1 , GREENPORT, NY 11934 j l l IIII I I I IIIIIIII I I I I I I I I I T. 347-276-6093 E. clay@isaac-rae.com II II II III I I I I ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET IIIIIIII LLLLU SEE SCHEDULE 5HT. I I I I I IIIIIIII FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED FLOOR JOISTS, SEE FLOOR JOISTS, SEE FLOOR JOISTS, SEE FLOOR JOISTS, SEE G-002 FOR MIN. POST UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR FRAMING PLAN FRAMING PLAN FRAMING PLAN FRAMING PLAN REQUIREMENTS OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PLANS FOR SPECIAL PERMISSION OF ISAAC-RAE ARCHITECTURE LVL OR LVL FLITCH BEAM, 5/5"0 THRU BOLT WIDE FLANGE STEEL BEAM w/ CONDTIONS SEE FRAMING PLAN w/ 1/8"x 3"x 3" CONTINUOUS WOOD PACK-OUT AND (5) 2xG OR(2) (5) 2xG OR(2) FL. WASHERS TOP PLATE, SEE FRAMING PLAN 1 .75"x 5.5" PSL 1 .75"x 5.5" PSL 5 PLY POST G PLY POST Project: 4452 Peconic Bay ('D SHEAR WALL HOLD DOWN TO LVL OR FLITCH BEAM E SHEAR WALL HOLD DOWN TO STEEL BEAM F BUILT-UP PSL POST CONNECTOR DETAIL 4452 Great Peconic Bay Blvd, Laurel, NY 11948 I " = I '-O" 2�� = I '-O" S-301S S-30G S-30G Project No.: IR-02 Seal/Signature: 51MP50N H2.5A EA. SEE ARCH. FOR .�eG^ NEB J. FLOOR SHEATHING — FLOOR SHEATHING, RAFTER TO PLATE cr1 TREADS AND RISERS * .1) ��\S SpY 5IMF50N A35 ANGLE EA. SIDE SEE SCHEDULE ��• �, f OF EDGE STRINGERS TYP. If SEE ARCH. FOR to SEE SCHEDULE TREADS AND RISERS m � SEE ARCH. FOR Z� a 7777777777=77777/////// TREADS AND RISERS 2x4 STUDS @ CONT. 2x4 PLATE Q8235g I I I G"O.C. FSLOO SCHEDULE ING, 'OigQF�SS10�,yP�'• I y ,SHEATH I 2x 12 STRINGERS I @ 1 2" O.C. 2x8 JOISTS II 2x4 SOLID @ I G" O.C. 4 BLOCKING el ;7�1 CONT. (2) 2x4 TOP FLATS TJI JOISTS, EE — Date; Scale: FRAMING PLAN 2x8 JOISTS 2x4 STUDS @ I G" O.C. 03/20/24 AS NOTED 51MP50N IUT FAC1= @ I G" O.C. Drawing Title: MOUNT HANGER TYF. STRUCTURAL DETAILS LVL FLU5H BEAM, 2z 12 STRINGERS CONT. 2x8 LEDGER, MATCH CEILING 2x 12 STRINGERS SEE FRAMING PLAN @ 12" O.C. J015T DEPTH. ATTACH w/(2) 3/8" 0 @ 12" O.C. TJI JOISTS, SEE TJI BLOCKING @ 24" O.C. LAG SCREWS EA. STUD w/3" EMBED. FRAMING PLAN Drawing No.: G 51-AIR 5TRINGER5 TO LVL BEAM H STAIR LANDING TO FRAME WALL I STAIR STRINGERS TO LANDING FRAMING STAIR STRINGERS TO FLOOR FRAMING S-306 S-30G S-30G S-30G0600u . _ ... ... _. 1 ... � .,..N....'.... .:_!. _..--,un�uuua.....awu. DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20/24 ISSUED FOR CONSTRUCTION MEMBRANE OVER RIGID 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS SEE ARCH FOR INSULATION, SEE ARCH. 4 DOOR SYSTEM 5 GLA55 GUARDRAIL ROOF SHEATHING, 6 SYSTEM, SEE ARCH. SEE SCHEDULE 7 SEE ARCH. FOR EXTERIOR SEE ARCH. FOR EXTERIOR 8 FINISHED DECK SURFACE FINISHED DECK SURFACE 9 10 MEMBRANE OVER RIGID MEMBRANE OVER RIGID MEMBRANE OVER RIGID WIDE FLANGE STEEL BEAM w/ 11 INSULATION, SEE ARCH. INSULATION, SEE ARCH. INSULATION, SEE ARCH. CIDCONT. 2x TOP BOTTOM 12 I-LOOR SHEATHING, FLOOR SHEATHING, FLOOR SHEATHING, �_ PLATE AND WOOD PACK-OUT SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE DRAWING REVISIONS a _ _ _ _ _ N NO. DATE REVISION 51MP50N CS 1 G `" 1 EA. 51DE OF 2 N TJI JOISTS, SEE BEAMS @ 32" O.C. 3 FRAMING PLAN I = _ 51MP50N MIU I (3) 1 .75"x 1 1 .25" 4 HANGER TYP. LVL HEADER 5 WIDE FLANGE STEEL BEAM w/ 6 CONT. 2x TOP BOTTOM PLATE AND WOOD PACK-OUT CONT. 2xG PLATE 7 TJI JOISTS, SEE \-2x2x SOLID BLOCKING FRAMING PLAN JOISTS, SEE 2x JOISTS, SEE 8 FRAMING PLAN FRAMING PLAN SHIM AS REQ'D. 9 SIMPSON LU28 HANGER TYP. SIMPSON LU28 HANGER TYP. L V 71 10 SIMPSON IUS 11 HANGER TYP. WIDE FLANGE STEEL BEAM w/ SEE ARCH FOR 12 DOOR SYSTEM CONT. 2x TOP PLATE AND SEE ARCH FOR THIS APPLICATION IS APPROVED ONLY FOR WORK WOOD PACK-OUT DOOR SYSTEM INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. A FLOOD AND ROOF DECK FRAMING TO STEEL BEAM B ROOF DECK AND ROOF FRAM I NG TO STEEL BEAM C ROOF FRAM I NG TO STEEL BEAM 5-307 SCALE: Ill = I '-O" SCALE: I . = I '-O" 5-307 SCALE: 1 " = I'-0" 5-307 Consultants A.S. Engineering Services, P.C, Where innovation meets practicallity I Oil TOENAIL EA. SIDE, NEW YORK CITY: EA. J015T TYP. 1" (3) EQUALLY FLANGE SPACED 630 FIFTH AVE., SUITE 2000 MEMBRANE OVER RIGID MEMBRANE OVER RIGID WIDTH NEW YORK, NY INSULATION, SEE ARCH. INSULATION, SEE ARCH, 1/2"I2 THREADED STUD @ LONG ISLAND: ROOF SHEATHING, ROOF SHEATHING, T�P• 45" O.C. WELDED TO 3/1 G SEE SCHEDULE SEE SCHEDULE FLANGE, COUNTERBORE 100 DUFFY AVE., SUITE 510 -#0928 CONT. 2x PLATE HICKSVILLE, NY 11801 FLORIDA: RIM BOARD —� I I 3�32 P.O. BOX 210 TERRA CEIA, FLORIDA, 34250 PHONE: 1/2"0 THREADED STUD CELL: 631 560-0259 @ I I ( ) TJI JOISTS, SEE 48" O.C. WELDED TO WEB SOLID WOOD PACK-OUT 3/8" PLATE WELDED TO I �I FAX: (631) 938-0784 FRAMING PLAN TYP., COUNTERBORE SIMPSON A35 EA. TJI JOISTS, SEE FACE OF COLUMN I U J015T TO PLATE FRAMING PLAN TJI BLOCKING @ 24" TYP e6J CONT. (2) 2xG TOP PLATE pp11�� CONT. 2x PLATE T. (2) 2xG TOP PLATE STEEL WIDE FLANGE BEAM, 3/I G LVL BEAM, SEE I SEE FRAMING PLAN 2xG STUDS @ I G" O.C. 2xG STUDS @ I G" O.C. FRAMING PLAN EXTERIOR SHEATHING, EXTERIOR SHEATHING, I Applicant of Record: SEE 5HEARWALL SCHEDULE SIMPSON HUC HANGER SEE SHEARWALL SCHEDULE I TYP I ISAAC - RA E NOTE: REFER TO SPECIFIC DETAILS FOR BEAMS H.S.S. COLUMN, SEE 430 MAIN STREET WITH PACK-OUT, TOP PLATE, AND OR FOUNDATION PLAN GREENPORT, NY 11934 BOTTOM PLATE REQUIREMENTS. LJ T. 347-276-6093 E. clay@isaac-rae.com ALL D ROOF FRAMING TO WOOD FRAME WALL E ROOF FRAMING TO WOOD FRAME WALL F STEEL BEAM W/ WOOD PACK-OUT AND/OR PLATES G LVL BEAM TO H .S.S. COLUMN FORTH DESIGNS/DRAWINGS/RENDERINSGS AC-RAELND RDISCLAREPROTOSURES ET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED I " I ' O" I " '-O" I ' O" Ill UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. �7 = - O/ = I C �7 I " = - = 1 '-O" IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR 5-30 14 � -�O/ 5-��07 CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE Project: 4452 Peconic Bay 4452 Great Peconic Bay Blvd, Laurel, NY 11948 MEMBRANE OVER RIGID MEMBRANE OVER RIGID FOR INFORMATION INSULATION, SEE ARCH. INSULATION, SEE ARCH. Project No.: NOT SHOWN SEE FOR INFORMATION ROOF SHEATHING, ROOF SHEATHING, IR-02 DETAIL A/5-305 NOT SHOWN SEE SEE SCHEDULE SEE SCHEDULE DETAIL 13/5-305 Seal/Signature: 2xG STUDS @ I G" O.C. 2xG STUDS @ I G" O.C. 2xG CONTNUOU5 SILL PATE 2xG CONTNUOUS SILL PATE RIM BOARD RIM BOARD Q E'�/ FLOOR SHEATHING, FLOOR SHEATHING, 'CF' SEE SCHEDULE SEE SCHEDULE S SP}. FLUSH HEADER, SEE — FLUSH HEADER, SEE I <\I CONT. (2) 2xG PLATE N CONT. (2) 2xG PLATE FRAMING PLAN AND I FRAMING PLAN AND _ v- _ m TJI JOISTS, SEE I _ m TJI JOISTS, SEE 082359 SCHEDULE SCHEDULE i HEADER, SEE I = FRAMING PLAN AgOPESStO�P I FRAMING PLAN HEADER, SEE _ � SCHEDULE SCHEDULE m FOR INFORMATION I FOR INFORMATION xI NOT SHOWN SEE NOT SHOWN SEE X TJI JOISTS, SEE DETAIL D/5-307 DETAIL E/5-307 FRAMING PLAN TJI JOISTS, SEE CONT. 2xG PLATE, SHIM CONT. 2xG PLATE, SHIM FRAMING PLAN AS REQ'D. WINDOW AS REQ'D. WINDOW 51MP50N IUS HANGER TYP. SEE ARCH FOR TJI BLOCKING @ 24" O.C. DOOR OR WINDOW SEE ARCH FOR Date: Scale: DOOR OR WINDOW SEE ARCH FOR SEE ARCH FOR 03/20/24 AS NOTED DOOR OR WINDOW DOOR OR WINDOW Drawing Title: STRUCTURAL DETAILS H FLUE)h HEADER AT 2 N D FLOOR I FLUSH HEADER AT 2 N D FLOOR ROOF FRAMING AT HEADER BEAM K ROOF FRAM I NG AT HEADER BEAM Drawing No.: I " = I'-0" SCALE: I " = I'-O" SCALE: 1" = 1 '-O" 5-307 S-307 s-307 s-307 '7177,11 DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 03/20124 ISSUED FOR CONSTRUCTION 3 06/21/24 REVISED PER PLAN REVIEW COMMENTS Load bearing or braced/shear wall cut round holes may be 4 JOIST DETAILS Plate nail-16d(0.135"x 3Y above(must stack cut anywhere in web k over wall below) Load bearing or braced/shear wall above ® outside of hatched zone if 5 at 12"on-center Blocking panel: 1Ya"TJO Rim Board, (must stack over wall below when present) 11 ALLOWABLE HOLES - TJI Joists they are located 3"away Plate nail, 16d(0.135 x 3Yz'") 7 „ Plate nail, 16d(0.135"x 3 Yi') When sheathing thickness exceeds/a, 2x_stud wall at Floor panel nail- 1Y4'or 1Yz"TmberStrand®LSL or No load bearing horizontally 6 Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Yz")at 6"on-center JI'� oist. wall above Min.distance from Table A Min.distance from Table B (edge-to-edge)from a Web stiffener Blocking panel: g ) 7 1%8'TJ®Rim Board, 1Ya"or Plate nail-16d(0,135"x 3Yz'") Web stiffeners required on 2x4 minimum Web stiffeners 1Y8'TS'Rim Board, DO NOT larger hole. 1Y2'TimberStrand®LSL or required on both q ® cut or notch flange. ®. . sides at A2W ONLY at 16"on-center* both sides at A3.4W ONLY squash blocks required each side 1Ya''or 1Yz"TimberStrand LSL 9 • 8 TJI joist Floor panel nail- Sheathing , boundary nails, at 63W ONLY or TJ I" 8d(0.131"x 2Yz')at 6"on-center* 9 8d(0.131"x 2Y2') 1Ya"or 1 YZ' O `°� Web Stiffeners required at 4"on-center TimberStrand® Yie" Web stiffeners 6" - 6 10 Rim-to-joist LSL rim board. 61 B1W required o both 11 nail each side at A3._W sides of both joist 6" L1 2 x D1 D1 Closely grouped round L2 2 x LZ Dz 6" Toe nail-10d(0.131" holes are permitted if 6 • ends at64WONLY (9) No field cut minimum P minimum No field cut Do not cut 12 Toe nail, Toe nail, 1Ya"TJO Rim Board, When sheathing x 3")at 6"on-center DO NOT holes In (applies to all holes the group perimeter notes in holes larger 10d(0.131"x 3") 10d(0.131 x 3") (A3.1/A3.1 W only) thickness exceeds%8 12 Web stiffeners required End of joists at cut holes in cantilever hatched except knockouts) meets requirements for hatched than 1%"in at 6"on-center at 6"on-center IX"or 1 Yz"TimberStrand®LSL. trim sheathing tongue min. on both sides at 131 W centerline TJI®ri joist at rim board and B2W ONLY ofsupport Table A reinforcement.- End Support zones round or square holes. zones cantilever DRAWING REVISION Web stiffener Toe nail-10d(0.131"x 3") s Blocking panels may be required NO. DATEREVISION required on both Must have 114"minimum at 6"on-center* Install proper blocking to 62 B2W g P Y q with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Blocking panels may be required with graced/shear g pp sides at Al W ONLY * joist bearing at ends.Attach * support all panel edges walls above or below-see detail B1 63 B3W B4 B4W ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 1 Al Al W* A2 A2W A3 A3.1 A3.2 A3.3 O below-see detail 61 Jolsr TJI® O O O O rim joist per A3 detail. O O O O 2 A3.4 A3.4* DEPTH 2" 3" 4" 5" 6Y" 7" 8'/8' 11" 13" 2" 3" 4" 5" 6Y" 7" 8%" 11" 13" A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board O O Nail through 2x_cantilever,wood backer and 110 r-o" T s" 2'-o° 3'-0^ 5'-0" T-0" 1'-6" T-6" T-6^ 4'-0^ $ *For additional installation specifications see Rim Board Details and Installation in A3W TJI® oist web with 2 rows 10d 0.148"x 3" Weyerhaeuser Installation Guide for Floor and Roof Framing TJ-9001. O O O O Details and Installation in Weyerhaeuser Installation Guide 1Ya"TJe Rim Board or 1Ya"or 1Yz"TimberStrand® Blocking 1 ( ) sY,' z10 T-o° 1'-s" 2'-6" 3'-0" s'-s" 1'-0" 2'-0" z'-s" a'-o" s'0" for Floor and Roof Framing,TJ-9001. LSL.Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 T-6" 2'-0" 2'-6" T-6" 5'-6" T-0" 7-0" 3'4' a'-s^ 6-0^ 4 top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3Yz'")nails with 3Yz"TJI® 360 T-6" 7-ir S-0^ 4'-0' 6-0^ T-6" 7-6" 3'-6" S-0" 6-6" 5 connections equivalent to floor panel schedule. joist flange widths. 560 t'-6" T-6" T-6" 6-0" T-0" T-0" 3'-0" 4'-0" 5'-6" 6-0" 6'0"length of TJI®joist 8"diameter maximum hole for 117/8'- ® ® 110 T-0" T-0" T-s^ 7-a' 2'-5' 3'-0" F-6" 1'-0" T-6^ 2'4" 2'-6" 4'-6^ 5'-0" s'-0" 6 1Ya"TJ Rim Board 1A"or 1Y2 TimberStrand 210 T-0" T-6" 2'-0" 2'-0^ 3'-0" 3'-6" s'-o" 1'-0" T-s^ 2'-6^ T-0" 5-0^ 5'-6^ 6'-6" reinforcement and filler 16"deep blocking panels;6"diameter LSL.Nail with 10d 0.131"x 3" nails, 11%" 23o r-o" T 2'-0" z's" 3'-a' 3'6° s's° r-o° r-o" 7 s° 3'G° s's^ s'-0^ T-o^ 7 4'-0"length of 8"diameter maximum hole for 117/8"- block.Use 4'-0"length maximum for blocking panels 9Yz" ( ) Attach reinforcement to joist one each at to and bottom flange. �� 360 r-s" z'-o° 3'-0° 3'-s" a'-s° 5'-0° T-o" T-s^ 7-0^ 3'-6^ a'�° s'-s" s'-s^ 7'-s^ 3/4"reinforcement p g. P g with one 8d(0.131"x ZYz) 8 8"diameter maximum hole for 16"deep blocking panels;6"diameter with 9Yz"and 117/8'TJI' deep or shorter than 12"Ion sso r-s° z'-s^ 3'-0° a'-o° 5'-6^ s'-o^ e'-o° rs" 3'-s" a'-s" 5'-6° T-o" 7'-s^ a'-o^ on one side at E2, joists. g Attach reinforcement to joist nail at each corner F1 applies to 110 1.4. 1.4- T-0^ t'-o" T-0^ 2'-0" 3'-a' S-s" T0^ T-a' T-6" z'-o" S-s" 4'-0" F-0" a'-0" maximum for blocking panels 9Yz" j Do not cut flanges. � 9 Web stiffeners 11Y8"-16"deep blocking panels; both sides at E3 with one 8d(0.131"x 2Y2") Horizontal blocking uniformly 210 T-0" 1'4' IA" 1'-6" 2A" 2'-6" T-6" s'-o" 1'-0" T-0^ 7-0" 7-6" 4'-0" 4'-6" 6'-s^ 8'-6" deep or shorter than 12"long. ® nail at each corner *mnmm d from above required on both 6"diameter maximum for Do not cut flanges. 1Ye"TJ Rim Board 1Y4'or 1Y2' panels between each loaded joists 1a" 23o r-0^ T-o^ r-o^ r-s^ 7-s" z'-s" 4'-0" T-o" r-a' r-o^ z'-o° 3'-0^ a'-o° 5'-0^ 7'-0^ s'-o" 1 sides at E1W ONLY blocking panels 9Y2"deep or TimberStrand®LSL.Nail with joist. Nail to top plate with only. 360 T-0° T-0" T-s' 2'-6^ T-s^ a--o^ 6-6^ a'-0- r-o^ T-s^ 7-6° 4'-0^ 6-0" s'-s^ a'-0° 9'-6" 11 • .0 660 1'-0" 1'-0" 2'0" T-0" 4'-6" 5'4" 6'-6" 9'-01, 1,-6„ T-T 4,0" 6-0" T-o" T-6" 9'-0" 10'-0" shorter than 12"long. 10d(0.131"x 3")nails,one 12"length of Y4' connections equivalent to Wood �� Ys" Do not cut flanges. 1Ya"TJ®Rim Board or 1Ya"or 1Yz" each at top and bottom flange. reinforcement on floor panel schedule. backer 210 1'-0, 1-0^ T-0" r-0" T o r r s° T s" s=a' r-a' 1'-0" T-o^ 2'-0" S-0" 3'-6" s-s^ 8'-0 11'0" 12 TimberStrand®LSL.Nail with 10d one side at E5, 3 „0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 12"length of/a e o� 16 3so T-0° r-0" T-o^ r0^ 7-0 7s as^ s-0 s-0 1'w 1'-o,, T 3=0 s0 s-6 s=o' 10 0 1r-sTHIS APPLICATION IS APPROVED ONLY FOR WORK top and bottom flange. joist web with 3 rows Full depth vertical a of sl es at E8 e �etr560 r-0^ r-o" T-0^ 1'-0^ z'-6^ 3'-0 s-o Tom 10-0 T-o 7-o" T-0" 4'-s" 6-s" T-0^ INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL reinforcement on one sid10d 0.148"x 3" nails at 6" blocking between t E7 b h d F1 3 3 3 OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ( ) each'Dist 4" 6" 7" 8" 10" 12" 14/a 16/" 4" 6" 7•, 8' 10" 12" 14/a" 16/a"Attach reinforcement on-center,clinched.Use 2 1 a TO BE CONSIDERED AS EITHER BEING APPROVED OR IN to joist flan e with Z R` rows with 9 "and 117 " CE8) Less than 5" 18„ 3so T-o" r-o° T-a' 2'-0" r_6" 5-6^ 9'-6° r-o" 3'-0^ a's" s'-o" 10'-0° 1r-a' 13'-0" 1 9 .\� ® Yz /s Less than 5" 5so T-o" 1'-0" r-o^ r-o" 4'-s° 7'-0^ 10'-6" 2'-0^ s'-0" s'-0" a'-o° tT-0" tz'-o" 14'-0° ACCORDANCE WITH APPLICABLE CODES. squash blocks p 8d(0.131"x 2Yz'")nails at 6" a� TJ joists. 1Ye"TJO Board or 2'. � Gap*: WEB STIFFENER ATTACHMENT 20„ 360 r-0" r-a' r-o^ r-o" 7-0^ 4'-0^ T-o" 10'-0^ r-o^ r s" 3'-0^ a'-0^ a'-o" 11 s^ 13--6" 1s s^ ., ® Face rain -(J� on-center.When reinforcing E5 E6 /Y8'minimum 560 1'-0" 1'-o" 1'-0" 1'-0" 2'-0" 4'-6" 8'-6" 11'-0" T-0" S-6" 6-0" T-o" 10--6" 13'-0' 14'-s" 15'-0" CS Use 2x4 minimum squash blocks to 1Y4"or% TimberStrand LSL. g a both sides,stagger nails. 2Y4'maximum transfer load around TJI®joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 31/2"TJI@ joist flange widths 1" Table B - Intermediate or Cantilever Support E1 E1 W E2 E3 %"for TJI' Nailing: nails,one each at top and ( Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Consultants Apply subf/oOr TJI®joist blocking with end JOIST TJI® pp y L Web stiffener both sides. DEPTH 2" T' 4" S. 6Y2" 7" 87/'• 11" 13" 2" 3" 4" 5" 6Yz" 7" 8r/" 11" 13" Structural exterior sheathing blocks installed aty joist-span adhesive to all See table below. *With point load from above,and no support Engineering Flush bearing plate required. Flashing locations using below,install web stiffenerti httotopflan a 110 zw° z'-s° T-6" a'-s° 7'-0° Ts" 7-s° 3'-5' S-s^ s'-s° • • € Hanger height ® g contact surfaces g g 210 2'-0" 2'-6" T-6" 6-0" 8'-0" z'-0" T-0" 4'-0" 6-6" 7'-6" Services, 9 9 Double TJI Joist Filler Block: Hanger Backer Block:Install tight Maximum Ya"overhang two 8d(0.113"x 2Y2') Tight fit* (gap at bottom flange) 9Yz- Treated 2X_ 230 2'-6" 3'-0" 4'-0" 6-6" a'-6" 2'-0" T-6„ 4,-6" 6'-6" 7'-6" +�r�. r^q� §r•,m be a minimum of 60% Attach per the table.Clinch to to flange(tight to bottom permitted at beam. nails or t t ofjoisrdeprh p P 9 ( 9 P Nailing Requirements � €�C JJl€'C7tic��1(�1"1 � "(" ` �' i`-` 1[ nails when possible. flange with face mount hangers). ledger `apace 2Y2'screws, Depth Minimum Web 3so 3'-a' a'-o° 5 s" s's^ s'-0° 3'-0^ a's^ 5 6" T s" e'-o" Clinch nails when possible. a . ryP TJI Joist Series ( ) Number Nails 560 S-6" 5-a' 6'-0" T-6" 10'-01, a'-o^ s s^ 6-6" e'-0" 9'-0" ON 'I• typical in. Stiffener Size Type 110 1'-0" 1'-0" 1'-G" 2'6" 4'-0" 4'-6" 9'-6" 1'-0" 1'-6" 2'-6" 4'-0" T-0" T-0" 9'-0" P + See fastener 1Ye"TJO Rim Board or 1Y4" B �ca� End Intermediate NEW YORK CITY: ;.; table below.Maintain ® r1Q 110 All 5/a"x 25�8'"' 210 T-0" 1'_0" 2,_0„ T_o„ 4,-0� 5'_0„ 9,_0„ t'_0" 2,-0„ T_0" 4'-0„ 9,-0„ 9,4„ 10,4" f•,'„ or%"TimberStrand LSL. 8d 11/ 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" 3'-6" 5'-0" 8'�" 9'-0" 10'-0" •.,,: 2"distance(minimum)from 210 All Y4'x 25�6'"' 360 2'-0" 3'-0" 4'-0" 5'-6" 7'-0" 7'6" 11'-0" 2'-0" 3'6" 5'-0" 7'-0" 9'6" 9'6" 11'-0" Top mount edge of ledger to fastener. 230&360 All 7/8'x 2s/e' ) (0.113"x 2Yz) 3 3 560 T-6" 3'-0" 4'-0° s's^ e'-a' s'-s^ 1z'0" 3'-0^ 4'-6" s'-0" a'-0^ 10's" tT-a' tz'-o" 630 FIFTH AVE., SUITE 2000 Option#2: hanger 110 1'-0" 1'-0" T-0" 1'4' 2'-0" 2'-6" 4'-6" 5'-6" 1'-0" 1'-o" 1'0" 2'-6" 5'-0" 6'-0" 9'-0" 12'-0" NEW YORK, NY Fastener Allowable Load 2)(Ibslbolt) 2x_strapping installed at Y3 560 All 2x4121 16d 210 1'-o" 1'-0" 1'-0" T-0" 2'-6" T-0" 6-6" 9'-6" 1'-0" 1'-0" 2'-0" S-6" 6'-0" T-0" 10'-0" 13'-0" Backer block Yz"Through bolt joist-span locations using two (0.135"x 3Y2') 14" 230 1'-0" T-O" 1'4" 2'-0" 3'-6" a'-0" s'-0" 10'-6" 1'-0" 1'-0" 7-6" 4'-0" 6'-6" T-6" 11'-0" 13'-6" Face mount Rim Board Material Yz"lag bolt Yz"Through bolt with Air Space 2Y2 screws per joist,typical both sides of web P 1 YP 18" 4 4 36o 1'-0" 1'-0" 2'-0" T-6" 6-6" s'-0" 6-6" 12'-6" t'-0" T-0" 4'-0" 5'-6" 9'4' 10'-0" 12'-0" 14'-0" LONG hanger with single TJI®joist tY"TJe Rim Board(3) 480 695 20" ,2 5 5 1 Y;'TimberStrand LSL 610 725 615�^� Option#3: 16d 5so 1'-0" T-0" 1'-6" 3'-s" 5'-6^ 6'-0" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" T-0" 10'-0" 11-0" 13'-6" 15'-0" (31 0.135"X 3Yz') 6 11 110 1'-0" 1'-0" 1'-0" T-0" l'-0" 1'-0" 2'-6" 5'-0" F-6" 1'-0" 1'-0., 1'-0" 1'-0" 3'_6" 4-6" 9'-6" 11'-61 15'-0" Web stiffeners required if sides of 1 Yz"TimberStrandx LSL 675 725 Direct) applied ceiling 560D 22„ x4 ( 100 DUFFY AVE. SUITE 510 -#0928 With top mount hangers,backer block required only y pp g 24"(31 6 13 210 T-0" T-o^ T-0" T-0" T-o" T-a' T-6" 6'0" 10'-0" T-0" T-o" r-o" r s" a's^ 5'6" ,o'-o" 12's" 1s'-o" H1 hanger do not laterally support at HZ sex exceeding 250 Ibs or for uplift H3 (1)Corrosion-resistant fasteners required for wet-service applications. PB1 W 15" 230 1'-0" 1'-0" 1'-0" 1'-0" t'-6" 2'-0" 4'-0" 6'-s" 1T-0" 1'-0" 1'-0" 1'-0" 2'-6" 5-0" T-0" 10'-6" 1T-6" 16'-s" HICKSVILLE, NY 11801 3 ®. O for downward load c g p O When specified on the layout, one of O least/8'of TJI joist top flange LA (2)Allowable load determined in accordance with ASTM D7672. O O (1)PS1 or PS2 sheathing,face grain vertical 660 1'-0" 1'-0" 1'-0" t'-o" 3'-0" a'-0" 6'-6" 10'.0" 13'6" 1'-0" 1'-0" 2'-0" 4'-0" 7'-s" 8'6" 13'-0" 14'-0" 17'-0" conditions.For nailing requirements see page 5,TJ- O „ ® the bracing options above is required (2)Construction grade or better 560 11 1'-0" T-0° T-o" 7-s^ T-s^ T-0" 11'4' 16-0" 1'4' T-o" T-6" 5'-0^ s'-a' 10'-0" 1a'-6" 16-0 18-0" (3)1Ye TJ Rim Board is allowed with joist depths<_16"only 9001,Weyerhaeuser installation Guide for Floor and (4)MaximumY2"shimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI°560D Joists FLORIDA: Roof Framing, TJ-9001. a" s" 7" s" 10" 1r' 14Y;' 1ss/." a^ s" T• e" 10" 12" a%;' 1s%." BEAM DETAILS FASTENING of FLOOR PANELS 3so r0', Ts° 3'-0° s'-o° s'-o° la's° T-0" a'-0" s's° s'-0° ,a's° 1s'-0° 1s'-o" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES sso r-o" r-a' r-o" r-o° s'-o" P.O. BOX 210 ® 360 1'-0" 1'-0" 1'0" 1'-0" 3'_0" 6'-0" 11'-0" 15.0„ 1'-0" 1'-0" 4'-0" 7'-0" 12'•G" 16'-6" 19'-0" 20'-6" TJI (11(z) Rim Board 1Ya'. TJI Joists 110 210 z3o or 3so 3so sso ssoD 20.. TERRA CEIA, FLORIDA, 3425 Nail Size 110,210, 360 and Ti, TimberStrand®LSL TimberStrand®LSL Microllam® Parallam® BEARING FOR DOOR BEAM TO BEAM BEARING AT 1 e or wider LVL PSL Depth 9Y"-117/s•' 14"-16" 9Y'•-117/s" 14"-16" 9Yi'-11�/s" 14"-16" 18"-20" 11�/s" 14"-16" 18"-20" 22"-24" Rectangular holes based on measurement o(longest side. BEARING AT WALL CONCRETE WALL and 230 560 Rim Board 1Ya" 1Yz" • Leave Ye"of web(minimum)at top and bottom of hole.DO VOT cut joist flanges. PHONE: OR WINDOW HEADER CONNECTION 8d(0.113"x 2Yz"),8d(0.131"x 2Ys") 4" 3" 6" 4" 3" 3" 4" 4" Filler Block(1) 2x6 2x8 2x6+W 2x8+W 2x6+Yz" 2x8+Yz" 2x12+ Two Two Two Four Y4'x 15" Y" • Tables are based on uniform load tables in current design literature. 1Y8'TJ®Rim Board or Strap per code if top plate 10d 0.148"x 3•',12d 0.148"x 3Ya'1 s 6" 4" 3" 3" 5" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing • For simple span 5'minimum),uniform/ loaded used in residential applications,one maximum size round hole maybe located ( ) ( 4"O 4"(g) p P 1 ) Y J PP Y 1Y4'or 1 Y2'TimberStrand® is not continuous over 2x6+a a CELL: (631) 560-0259 LSL or blocking for lateral header 16d(0.162"x 3Yz") 6" 6" 16"(4) 6"(5) 6"(5) 6"(a) 8'9at 6" Cantilever Filler 2x6 2x10 /a" 2x10+/8' 2x6+y" 2x10+y" Not at the center of the joist span provided that no other holes occur in the joist. a (Detail E4) 4'-0"long 6'-0"long sheathing sheathing sheathing sheathing applicable Not applicable FAX: (631) 938-0784 support (1)Stagger nails when using 4"on-center spacing and maintain/ joist and panel edge distance.One row of fasteners is permitted(two at abutting 4'4'long 6'-0"long 4'-0"long 6'-0"long ALLOWABLE HOLES - Headers and Beams panel edges)for diaphragms.Fastener spacing for TJI joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block 0) Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. (Detail F7 YB'or Y4" Y4"or 7/" 7/"or 1"Net 2x6 2.8 2x12 Two%t'x 15" ,55E TimberStrand® LSL Headers and Beams plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least Y'and staggered. or.. I ) sheathing 2 x diameter of the Over Column (3)With 10d(0,148"x 1Y")nails,spacing can be reduced to 3"on-center for light gauge steel straps. Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Ya' (to minimizes splitting). 1 Filler 16d(0.135"x 3Yz") largest hole(minimum) P 9) Nail Size 10d(0.128"x 3") ._ g Backer 10d(0.128"x 3") hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Ya°(to minimize splitting). Y,depth Allowed hole zone Protect untreated 6 Can be reduced to 3Yz"on-center if nail penetration into the narrow edge is no more than%"(to minimize splitting). Filler 15 one side 15 each side 25 each side Column Face mount wood from direct m Recommended nailingis 12"on-center in field and 6"on-center alongpanel edge Fastening requirements on engineered drawings supersede Nail hanger Contact with recommendations listed above. P g g g g P Quantity(z) Backer 15 15 15 15 - Applicant of Record: L3 See current Weyerhaeuser L4 concrete ■Maximum nail spacing for TJI joists is (0. on center. o L2 ■14 a.staples may be substituted for 8d 0.113"x 2y")nails if minimum penetration of 1"into the TJI® Dist or rim board is achieved (1)If necessary,increase Eller and backer block height for face mount hangers and maintain blocks gap 2top of joist;see filler o Filler and backer block o 0 0 0 0 1 55 E TimberStrand®LSL L1 O O g P y ( P 1 dimensions)Clincn should n possible required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks) I S AAC RA E O literature for framing connectors ■To minimize splitting,maintain edge distance and row spacing of 2�x nail diameter or a/",whichever i5 greater. (2)Clinch nails when possible Header or Beam Maximum Round ■Nailing rows must be offset at leastY2"and staggered. Depth Hole Size ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. 9Ya-9 2 3" 430 MAIN STREET Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 8" 8" 11Y4"-11 7/8' 35/e' cantilever and end bearings by blocking 14"-16" 4Ya" GREENPORT, NY 11934 Fastener Installation Requirements E1 panels,hangers,or direct attachment to General Notes See illustration for allowed hole zone Fastener TJI®joist floor framing does P g T. 347-276-6093 E. da eisaac-rae.com Piece #of not require bridging or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with y� Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both p g g uniform and/or concentrated loads anywhere along the member sides,stagger fasteners on the second mid-span blocking Round holes only 10d nails 3" 3'2' ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET BEARING AT 2 12" side so they fall halfway between No holes in headers or beams in plank orientation. FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED COLUMN 2 12d-16d nails 3 Ya" 2 One side fasteners on the first side. Screws 3%"or 3Y2' 2 24" H2 UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. Other Trus Joist® Headers and Beams IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR 10d nails 3" 3'2' Al Rim board joint 12" Both sides Microllam LVL � CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN 12d-16d nails 3 Ya" 2i2, DO NOT bevel cut joist E2 between joists DO NOT overhang seat cuts • 9 1.3E TimberStrand and Parallam PSL PERMISSION OF ISAAC-RAE ARCHITECTURE 3 beyond inside face of wall. on beams beyond the inside LSL hole zone hole zone 2 x diameter of the y depth 1 y4' 3%"or 3Yz" Both sides Screws 2 24" Load must be applied evenly across 3. largest hole(minimum) 5" One side entire beam width.Otherwise,use face of support member. T cut,notch or drill • connections for side-loaded beams. • ••• in headers or beams Verify column capacity 10d nails''' 3" 32i One side D holes --� except as indicated in and beam bearing (3) 2 12" (per I d I I L5 length.See current: 4 12d 16d nails 3 Y4" 2 (P ply) • ••• o L------ ______� o o il/ustrafionsandtab/es. Project: 0 0 0 Weyerhaeuser literature. 5"or 6" Both sides 44 52 P e co n i c B a y Screws 2 24" Multiple pieces can be nailed or bolted together to CS One Side TJI®rim Dist MicrollamW LVL and Other Trus Joist®Beams 6 Y4' L6 form a header or beam of the required size,up to a 1 ® Parallam®PSL Header or Beam Maximum Round 5"or 6" Both sides maximum width of 7" •••�' 1Ya"TJ Rim Board Or 2 Screws 6 y4, 2 24" O L3 1Y4'or 1 Yz"TimberStrand®LSL. allowed hole zone Depth Hole size 3Yz' One side A2 middleY span 43�" 1" 4452 Great Peconic Bay Blvd, Laurel, NY 11948 Yz"bolts 8" 2 24" - %2 1Y4" (1)10d nails are 0.128"diameter;12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,USP WS,or TrussLOK® L1 d 1.3E TimberStrand®LSL allowed hole zone dINL 7Illu 20" 2" COLUMN D ETAI L�� (2)An additional row of nails is required with depths of 14"or greater. B1 H1 See Illustration for Allowed Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes Project NO.: B2 • Allowed hole zone suitable for headers and beams with uniform loads only. I R-O2 BEAM ON • Round holes only COLUMN CAP NAILING AT BEARING(FLOOR) L5 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes in cantilevers Seal/Signature: • No holes in headers or beams in plank orientation. 1Ya"TJ"Rim Board or (Load bearing wall above) 1Ya"or 1 Y2"TimberStrand°LSL. Joist may l e shifted up to 3"if Use di Or B2 ri WARNING ARN 'NG One 10d(0.128"x 3") OP floor panel edge is supported Bq intermediate bearings nail into each flange One 8d(0.113 x 2Yz") and span rating is not exceeded. with load bearing or Joists are unstable until braced laterally o� NEW nail each side.Drive Do not cut joist flanges. f� nails at an angle at PlumbingDrong p SPY P braced/shear wall Bracisganc/udes�Strut Lines � from above • Han Hangers • Rim Board • Rim Joist P1 least 1Yz"from end. End of joists 9 I \ at centerline L2 3Yz"minimum Also see detail of support COLUMN BASE 1Y4'minimum end bearing intermediate bearingLu single-family applications 5Y4'may be required m k for maximum Shear transfer:Connections equivalent capacity O i I to floor panel nailing schedule 0 D8235g �r ® DO NOT walk on joists DO NOT walk on joists DO NOT stack building AAO� NPR Rim to TJI Joist o until braced. that are lying flat. materials on unsheathed E$510 ,;• ' 1Ya"TJO Rim Board, ® TJI 560 rim joist:Toe Additional joist is required if ° t INJURY MAY RESULT. joists.Stack only over 1)/a"or 1 y"TimberStrand LSL. .• ® nail with 10d(0.128"x 3") floor panel edge is unsupported L4 O _ WARNING NOTES: beams or walls. or TJI 110 rim joist: nails,one each side of •' : • ' Exterior Deck O or if span rating is exceeded. , . P2 One 10d(0.131"x 3")nail into TJI°joist flange TJI` 560 '• Attachment DO NOT use sawn Lack of proper bracing during construction can result in serious each flange floor joist lumber for rim accidents.Observe the following guidelines: TJI®210,230,and 360 rim joist: ,t; ' t. Structural board Or blocking, 1.All blocking,hangers,rim boards and rim at the end supports of the TJI oists must be completely installed and properly nailed One 16d(0.135"x 3Y2')nail into INSTALLATION TIPS O sheathing re 9 1 PP ®1 P Y P P Y ELEVATED ' a5 it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be COLUMN BASE each flange. •Subfloor adhesive will improve floor performance,but o 3 With depths>16",use TJI®360 rim after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. P 1 may not be required. O Use Only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. 1/4'minimum bearing Y q Top View O Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or Locate rim board joint between joists. Safety bracing(1 x4 engineered lumber. one layer of unnailed sheathing. Date: Scale: -Squash blocks and blocking panels Carry stacked Protect Untreated wood O minimum)at 8®on-Center(6' 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. 03/20/24 BEAM ATTACHMENT at BEARING vertical loads(details 61 and 62).Packing out the web from direct contact with o See ALLOWABLE on-center for TJI 110 joists)and 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. AS NOTED _ of a TJI®joist(with web stiffeners)is not a substitute Concrete 1Yz"knockouts H3 HOLES extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. 1Ys"TJ"Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist withDrawing Title: ® 12"on-center two 8d 0.113"x 2Y2')nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this ;�: •�:'.'" '''•' 1Y4'or 1 YZ'TimberStrand LSL. ( product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California STRUCTURAL DETAILS �•' :.�' •When joists are doubled at non-load bearing parallel (see WARNING). to cause cancer.For more information on Pro osition 65,visit com/inform. partitions,space joists apart the width of the wall for Bearing plate to be Optional plumbing or HVAC. ® 11 flush with inside face SUSTNNABIF P3 non-shrink Drive nails at an See framing plan(if applicable)or ;, of wall or beam A Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of O grout One 10J(0.128 x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). /I N angle tominimize Weverhaeuser side of member at bearing, splitting of plate and RoofFraming, TJ-9000. For minimum � Weyerhaeuser NR. ©2020 Weyerhaeuser NR Company. All rights reserved.♦ Drawing No.: 1y"minimum from end end and intermediate bearing lengths. w■.�