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HomeMy WebLinkAbout49326-Z of so�ryO!° Town of Southold * * P.O. Box 1179 ,0 53095 Main Rd UN" Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46022 Date: 03/06/2025 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 590 Haywaters Dr Cutchogue, NY 11935 Sec/Block/Lot: 104.-5-22 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 04/20/2023 Pursuant to which Building Permit No. 49326 and dated: 06/01/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Alterations to existing accessory garage with screened porch as applied for per ZBA#7722, dated 1/19/2023. The certificate is issued to: Carlos Saavedra,Nicole Eckstrom Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49326 01/15/2025 PLUMBERS CERTIFICATION: (Auth rized Signature TOWN OF SOUTHOLD °ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE • SOUTHOLD, NY Al BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49326 Date: 6/1/2023 Permission is hereby granted to: Saavedra, Carlos 90 Furman St N200 Brooklyn, NY 11201 To: Alterations to an existing accessory structure as applied for per Trustees #10336, ZBA #7722, and Flood permit conditions. At premises located at: 590 Haywaters Dr, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-5-22 Pursuant to application dated 4/20/2023 and approved by the Building Inspector. To expire on 11/30/2024. Fees: ALTERATION OF ACCESSORY BUILDINGS $338.80 CO-ACCESSORY BUILDING $50.00 Flood Permit $100.00 Total: $488.80 1 Building Inspector oF so�ryQl Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • e Southold,NY 11971-0959 'Q �'Y�OUNrI,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Carlos Saavedra Address: 590 Haywaters Dr City: Cutchogue St: NY Zip: 11935 Building Permit#: 49326 Section: 104 Block: 5 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: RJ Corazzini License No: 33419ME SITE DETAILS Office Use Only Indoor Wo Basement Service I— Solar (— Outdoor W 1st Floor r Pool r Spa r . Renovation F 2nd Floor r Hot Tub r Generator r Survey r Attic r Garage Battery Storage (— INVENTORY Service 1 ph F Heat Duplec Recpt 4 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph I- Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt 50A Recessed Fixtures 5 CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch Deck Lights 4 Dryer Recpt Emergency Strobe. Heat Detectors Disconnect Switches 11 Step Light 2 Exit Fixtures Other Equipment: 50A Carcharger Outlet, 100A Sub Panel 12 Circuit/7 Used Notes: Detached Garage Inspector Signature: X '� Date: January 15, 2025 Sean Devlin Electrical Inspector sean.devlin(&-town.southold.ny.us 590HaywatersGarage rjf SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 qqw� INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPIJ. [ ] FINAL f [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ RENTAL C REMARKS: fi) fim-61acch . 5fkoo ' . -DV-v�� DATE INSPECTOR SOUIyo� '; n / — # # TO O SOUTHOLD BUIL I DEPT. CO 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE. & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE"RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l DATE . INSPECTOR *OE SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I(l 5V i oin 0 k, ovegA . pfzovljQ'_ yl --ski lu, ALe= 5 rg" fAvs[ a)yo Cg,& DATE 3 2 INSPECTOR SOUTyO TOWN OF SOUTHOLD BUILDING DEPT. cou�m� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ " ] FRAMING /STRAPPING [ FINAL " [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . [ ] 'ELECTRICAL (FINAL) [. ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Co►�, �� C c d►'�s . . DATE /-/S'�a� INSPECTOR OF SOUlyo� `-'P '/ ale) Fi'� (t�✓ * 'TOWN OF SOUTHOLD BUILDING DEPT. um,��`' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:. -41 15� DATE S- - - INSPECTOR R 1-1: S her' d an Carroll Ar h ite sctya January 29th;2025 Town::of Southold•Buildirigs Department •. Town•Hall:Annex Building : . . 54375:Route•25' :. :Southold;.NY 1:1971: : Dear Sir/Madam:..: I'am:writing to you in regards.•to.the requested information following the inspection at 590 Hiywaters Drive in Cutdho.gue:P6rmit:numbdr; 49326. `The tax-map ID for the property is;.'1000=104=05-22.. :To the best.of my knowledge;.the footings.were installed at the depth and with the = . rebar as specified in the.drawings.orepared•by Dilandro Andrews Engineering: Sincer .• Niall:Carroll RA'.• 174.Fifth Avenue 300 New York,:NY'1001'0: .. :646 80,9.4343. ryallsheridan:com FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) y -------------------------------------- FOUNDATION (2ND) G cq ROUGH FRAMING& PLUMBING y O N a•I�� n sv(a.�ion �,� ave,�ea.,/. �iaCe C;�,e•�i � o d4 - Ike- INSULATION PER N.Y-. ,AU-S Ke lso cl h -'IV 0� - Covet. STATE ENERGY CODE --1 FINAL 0�, 2 •V Go ADDITIONAL COMMENTS Q mac o[, ge.eo to a-e,c) ,e c# o a 1 (0 G c d Cg9 �0 c o i C. e.r m 5- f6 + — Zlk c O H C, O Z �y7 y x d o SUFFoc��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT K x Town Hall Annex 54375 Main Road P. O. Box 1179.Southold,NY 11971-0959 %ol Sao, Telephone(631) 765-1802 Fax (631) 765-9502 https.-.//wNVw.s6uth6ldtowM.gov Date Received APPLICATION FOR 'BU.ILD:ING PERMIT nift A,Ann ll For Office Use only PERMIT NO. . - Building Inspector: FEB 17 2022 . Applications and forms must be filled out-in their entirety. Incomplete BUILDING DEPT. applications will not be accepted. Where.the Applicant,is not the owner,an : TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:January 05th 2022. OWNER(S)OF PROPERTY: Name:Nicole. Eckstrom & Carlos Saavedra scTM'#1000-104-05-22. Project Address:590 Hay'at'rs^Drive:,.Cutchogue,_NY11935 Phone#:646-376-8798 Email:nicole.@eckstrom.com Mailing Address: 90 Furman St A t N-200 Brookl n NY11201 - CONTACT.PERSON:'. - Name:Nlall Carroll.• Mailing Address: Ry_alI Sheridan Architects, 174 5th Ave, Suite 300,_New York, NY 10010 Phone#:917-375_-8464-mv Email:nial @ryallsheridan,com DESIGN PROFESSIONAL INFORMATION: NameVilliam R all'.FAIR Mailing Address:;Ryall: Sheridan Architects,_174 5th Ave-,.Suite:3.00,__New.:York, NY 10010 Phone,#: Email :bill•.bill@ryallsheridan.com CONTRACTOR INFORMATION: Name: .Mailing Address: Phone#: Email. DESCRIPTION OF PROPOSED CONSTRUCTION ❑New.Structure RAddition '❑Alteration RRepair El Demolition Estimated Cost of Project: ❑Other $200,000 Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes NNo Renovation of existing detached garage. Addition of car-port to.garage. Replacement of entry paving and steps.: 1 PROPERTY INFORMATION ` le f Existing use of property:Sin amilsidentia Intended__. r �..._ .m_._�..__. .�..w_.9�.�.. .. -._ Y residential use of property.. . Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. y;.,�r 0 Oh Ck�BOx�11 eY din The owner/contractorJdesign�professlonal is responsible for all drainage and storm water issues as provided,by .Chapter,?A§of the Town code';.APPLICATION IS HEREBY MADE to thesBuilding,Department for the'issuance of a Budding Permit pursw rifto the Building one. tordinarice'o the Town of Southold"Suffolk rCoun` New.Yowk andothera ""licable LaLvs'�rdinances or`R`e'""`ulatioris'FfoYthe construct on of+bull'dn .y:..ri ,o-: e.r,\.,,-*'�' Rdn" t��"�,TMv" ,�. ,� z,.x ^,._' 'r pe get •..'xg,' ':Y`&kdi�,fw $.� additions,alterations°or for removalaor,demolitiortasherem described The applleantagrees to comply withall�applicablelaws;�ordinances,�bullding codes°°`; p 44 ; Housing code and regulations and to admit authorized mspe"ttors on gremh s and in buildmg(s)forynecessaryjmspections False statements made herein area "'" ypuhishable as a Class A misdemeanor,pursuant to Section 210 45 of the New York State Penal Law Application Submitted By(print name):William Ryall, FAIA ®Author' e .,_,. _ d Agen ❑Owner .w Signature of Applicant: Date: STATE OF NEW YORK) S : COUNTY OF 5 d �r ) V g � I � 04Ak &7 A L—L, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this DINAH SEWER day of -J a v) L"La'ry r 20 2 2-- NOTARY PUBLIC-STATE OF NEW YORK Qualified i no u fol ' ounty My Commission Expires 12.28-2023 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Nicole Eckstrom & Carlos Saavedra residing at 590 Haywaters Drive, Cutchogue, NY11935 I, do hereby authorize William Ryall to apply on my behalf to the Town of Southold Building Department for approval as described herein. 01/o:EZ-Lo Z ne'ature T Date 6- ZOT SAArrCVAA Print Owner's Name 2 =o o� TOWN OF SOUTHOLD,BUILDING DEPARTMENT: y: Town Hall Annex 54375.Main Road P..0. Box 1179:Southold,'NY 11971-0959 -Telephone(63.1)•765-1802 Fax (631) 765-9502 https://www.southoldtownny o�v Date Received APPLICATION FOR BUILDING PERMIT'_'. . :DISAPPROVAL",For Office Use Only PERMIT No...` Building Inspector: • AY.' .1 2.209?. Applications-and forms must be'filled out h their entirety.Incorriplete BUILDING DEPT. . . ' applications will not be accepted. Where.the Applicant is'not-the:owrier;an: : TOWN OFS,OUTHOLD . 6466r's'Authorization_f6rm(Page 1)shall be,completed: Date:January 05th 2022. OWNERS)QF PFtOPERTY:. NIC01@: Eckstrom & Carlos.Saavedra' 'SCTM#.1000=104-05-22. Name: Project Address:590 Hay waters`Dr-ivd.. Cutchoad-d.'NY1.-119935 Phone#:646-376-8798. Email:.nicole.@.eckstromnyc Mailin' Addh:-90�Furman. St Apt N-200 Brooklyn NY11201 �� CONTACT.PERSON: Name:Niall Carroll. Mailing Address:.Ryall Sheridan�Architects,�174.5th Ave; Suite 3.00; New.York; NY.1.0010 Phone m 9:17-375t,8464 _ '.: - Emai,l�nial.l.@ ryallsheridan co.m' . -:'DESIGN PROFESSIONAL INFORMATION: . Name::William"Ryall,_FAIA Mailing:address:Rya11_Sheridan�Ardhitects'; 174'5th Ave'Suite :300. New.Y&k,:NY 1.001�0 Phone.'#:64.6-809=4343' Email::blll @�ryal.lsheridan.com CONTRACTOR.INFORMATION: Name: . . Mailing_Address: Phone#: DESCRIPTION OF PROPOSED CONSTRUCTION New Structure -BAddition' Alteration .Bltepair. Demolition 'Estimated'Cost of.Project: ' DOther $.12s - . Will the lot be re-graded? OYO W No Will excess fill be' removed from premises?.: Yes'W,Nd Portions of.existing.detached accessory garage to.be removed, remaining structure to,be. renovated... ' PROPERTY INFORMATION'.. Existing use of property:SIIIgIe falLllly I'eSIC)ehtlal Intended.use:of property:YSame;: ' -• - .._ _.._^ti Zone-'or use district-in which.premises is situated: Are there any.covenants and:restrictions with respect to this property?. ElYes:WNo IF YES, PROVIDE A COPY.:: 8:Check Box After.Reading: The owner/contractor/design,rofessional Is responsible for all drainage and storm water issues asprovided by .' Chapter 236 of the Town Code.-APPLICATION IS HEREBY MADE to the Building,Department for the'issuance of a Building Permit pursuant to the.Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws;,Ordinances.or Regulations,for the construction of buildings, additions,alterations.or for removal or demolition as herein described.The applicant agrees-to.comply with all applicable.laws;ordinances,,building,code, housing code-and regulations and toadmit authorized Inspectors.on premises.and In building(s)for necessary.inspections.False statements'made herein are Punishable as a Class A misdemeanor pursuant to Section 210.45 of the New•York State Penal*Law. -Application. Submitted 6 rint na'. " M i I l�a Rya1 19 -FA I/`1 BAuthorize Agen DOwner __. . y(p \: .: _ _ : Signature of Applicant:_ TDate:. Q S - - -- . - _� 2- — TI STATE.OF NEW YORK), COUNTY OF' : . .) being duly sworn;deposes.and says that(s)he is the applicant (Name of-individual sign Ing.contract)above named,.. - (S)he:is the. (Gontra,c /qrc iteGt tor,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 th,atthe-work will be performed in the manner set forth in.the application.file the rewith: : ' Sworn before me-this. DEXTER CHRISTIAN NOTARY PUBLIC,.STATE:OF1NEW YORK.: (' day of 20 2Z Registration No.. No1QGy1 1If1 Bronx Cou ty: my.-Commission.Expires: 01. .�3 2 OPERTTOW.NER AUTHORIZATIO (Where the applicant is not�the:owner) Nicole Eckstrom=& Carlos Saavedra '590 Haywaters Drive, Cutchogue,-NY1:1935: - 1, residing at . '. William R` aU do hereby authorize . 7 . - to:apply on my behalf to the-Town ofSouthold Building Department for approval as described herein. r. 04/14/202,2 Owner's Signature Date Carlos Saavedra. . Print Owner's Name \ •.2. . r APPLICATION & PAG L- 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISION APPLICANT to read and i 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein.. 3_ If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance- b. Applicant is hereby informed that other permits may be required to fu1Ci1) local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Admtuistrator or his/her representative to make reasonable inspections required to verify compliance. 8. 1,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO TIME BES E. OF MY KNOvVLEDGE,TRUE AND ACCURATE (APPLICANTS SfG*ATURE) DATE r a ZZ SECTION 2• PROPOSED DELOPMENT (Tb be completed by APPLIC NAME DR S TELEPHONE APPLICANT RYALL sN 21vArV A&4J*7TECt 6��_ �,og 4,343 iry 11AIA9M 2yA r,1_ 1}4 E!! AYE, N6 W)p�tJt',.b 100 o BUILDER ENGINEER jig SoL11A1hMFr4n1, /YY 1116 $ �ROlEcr LOCATION: • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas. the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. C O 44AYWATEQs D9,1— Gqret4o&w6 1935 FDP(93) APPLICATION PAGE 2 OF 4 ---- DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITl' TRUC'TUR) TYPE ❑ New Structure L&Residential (1-4 Family) LIAR &F, O Addition 0 Residential (More than 4 Family) )2.6l�O1114')LrJ(�/ V Alteratioa ❑ Non-residential (Floodprooftng? 0 Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition ' p ❑ Manufactured (Mobile) Home (In Mane- 0 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining O Drilling CJ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements.(Including Culvert Work) O Road. Street ordge Construction O Subdivision (New or Expansion) ❑ Individual Water or-Ser System - ❑ Other (Please Specify)' After completing SECTION 2, APPLICA 4T should submit form to Local Administrator for review. SEC'IION 3 FLOODPI.AIN DETERMINATION f'fQ be completed by LOCAL ADMITIISTRATORI The proposed development is located on FIRM Panel No.- . Dated The Proposed Development: . O Is Ij�'1}�located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). • O Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed development is located in a floodway. FBFM Pancl-No. Dated O See Section 4 for additional instructions. SIGNED DATE APPLICATION w. PAGE 3 OF 4 SECTION 4: ADDITIONAL INFOR.MATI N REQUIRED To he com leted by LOCAL ADMINISTRATOR The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, loi dimensions and proposed development. ❑ Development plans,drawn to scale, and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor('including basement), types of water resistant materials used below the first floor,details of floodproofmg of utilities located below the first floor and details of enclosures below the First floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant trust provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Flood,proofing protection level (non-residential only) Ft.'NGVD (MSL). For flo —oofed structures, applicant must attach certification from registered engineer or architect. ❑ Certificatio`from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the. height of the 100-year flood. A copy of all data and calculations supporting�t-his Finding must also be submitted. ❑ Other: SECTIONS PERMIT DETERMINATION (To be completed by LOCAL ADMiN15TRAT0� I have determined that the proposed activity. A.0 Is B.0 is not • in conformance with'provisions of Local Law . 1 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BO?C A iLchecl;ed, the Local Administrator may issue a Development Permit upon payment of desiLznaled fee. If Oh B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION G• AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1- Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. ,SECTION 7 COMPLIANCE ACTi9N (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on•inspectiou of the project to ensure compliance with the community's local law for flood damage prevention. INSPP,CTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(?o be Mmnleted by LOCAL ADMINISTRATOR Certificate of Compliance issued: DATE BY: Attachment B 1 SAMPLE CERTIFICATE OF COMPLIANCE for Development in a special Flood Hazard Area • TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: O NEW BUILDING O EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19-1 AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) r l -;, i"\ xwm.mna�" !'` 1^�^'-^."�''-.o�.�, ��. .�"�*n-mx�`. —„�w,�.�+m'•va`rmrrw�ooe:... - .- >J- T W�01 s } -. BOARD OF SOUTHOLD TOWN TRUSTEES. SOUTHOLD;'NEW YORK: . , PERMIT NO. 10336 - DATE: MARCH 15,2023 ISSUED.TO: .NICOLE ECKSTROM&:CARLOS SAAVEDRA _ ;._ PROPERTY-ADDRESS:, .590 HAYWATERS DRIVE.`CUTCHOGUE_ }' -SCTM# 1000-104-5-22 -AUTHORIZATION :..: Pursuant to'•the.provisions. of Chapter•.275 -of the-Town Code of,the Town. of Southold and''in } t1 accordance with ihe'Resolution-of the Board of Trustees adopted at the meeting held on March 15,2023, and in consideration of application fee in the sum.of$250.00 paid by Nicole�Eckstrom&Carlos Saavedra and subject-. to the Terms and.Conditions as stated in the Resolution,.the Southold Town Board of Trustees authorizes and :.permits the following: „ Wetland Permit to renovate existing 20'9"x'22'2",detached garage'by renovating existing: garage without any increase to footprint,and'removing areas of pitched roof and.replacing with a flat roof deck area,remaining roof area to be replaced; demolish existing attached seaward side sunroom and concrete slab and construct a new 1615"x8910"screened porch with stone pavers set in sand flooring; remove existing 208sq.ftc of concrete walkway and masonry steps; construct a proposed 289sq.ft. concrete,ramp and,steps; remove asphalt driveway and install a new•2,450sq.ft.gravel driveway; install a drywell on landwardside of garage to contain roof runoff; and to maintain existing electrical,:and no plumbing proposed; with the condition _ of gutters to leaders to drywells on the entirety of the property;to establish and perpetually :maintain a 15' wide vegetated non-turf buffer running from the wetland line landward; that ' •there will be no bathrooms or plumbing in'the structure; and as depicted on the revised site, plan prepared by Ryall Sheridan Architects,last dated March 22,2023,and stamped.approved-,on March 28, 2023. IN WITNESS WHEREOF,the said Board of Trustees:hereby causes its Corporate Seal to•be axed,and f {( these presents to be subscribed.by am ajority of the said Board as of the d'ay and year first above-written.. .j. o �;. d, s �; /� �.,, 'ram" ..t?a....�'"t""—+a5, ':a^..^`rovr`-K^'x••�-uz�,:.rn��-� �u":w-�m+covmr5<:�-- '�� . WOMA DSO Glenn Goldsmith,President uT Town Hall Annex/ 54375 Route 25 A.Nicholas Krupski,Vice Presidents P.O.Box 1179 Eric Sepenoski J�Y, .- Southold,New York 11971 Liz Gillooly H' Telephone(631)765-1892 Elizabeth Peeples • Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2207 C Date:January 7.2025 THIS CERTIFIES that the consdvction of a 6'4"X 10'2"second floor doinier addition onto the landward"side of e)d ing l 5 story." 8 2so.' single familX welling with I d ft:attached deck; 12 - eltised° t•o- d 35 ' :cove s •v 'fica nand cads of ter dram system for existing dwellinr and the establrshment and pe3petnal maintenance lof a°10'wrde, approximately l'860sr;8.nQn-turf buffer to be-larited with native v Ae ron alrma the landward e n of �tlie'top ctest.oftlie�blutl At 9S b Haywaters Drive:-Cutchoeiie Suffolk County Tax Map 91006-164-542 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February:23.2022 pursuant to which Trustees Wetland Permit#103 6 Dated Match 1-5:2023,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 6'4"x10'2"second'goor ,otmer addition onto-thd landward side oflexJ. rstin lg o_ry 1882sa ft srriu e-family dwelling-with also&attached deck 312sgt1 eaclosed m�ifio and l3 ag ft covered stoop•veraftcatron and uo¢radmE.of stormwater drainage system for exist,na dwells and the establishment and»eiyetual naamtenence of a 10'wide appmxirr ately 1 $60 ft non irrf buffer to be planted wrth native veaatation alona the. •lat►darard<ed'a oftlieao a st of: e:blu: The certificate is issued to Nicole Eckstrom&Carlos Saavedra owners of the aforesaid property. PJ IV Authorized Signature DCCE E FEB 2 6 2025 13u11cling Department 'town of SOUthoid I FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 21, 2022 TO: Niall Carroll (Eckstrom- Saavedra) Ryall Sheridan Architects 174 51h Avenue, Suite 300 New York,NY 11201 Please take notice that your application dated January 5, 2022: For permit to: Construct additions and alterations to an existing accessory garage at: Location of property: 590 Haywaters Drive, Cutchogue County Tax Map No. 1000—Section 104 Block 5 Lot 22 Is returned herewith and disapproved on the following grounds: The posed additions and alterations to the existing accessory garage, on this non- conforming 21,006 sq.ft. parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-15 which states: accessory buildings and structures shall be located in the required rear yard; and further states lots measuring between 20,000-39,999 square feet in total size require a minimum setback of 10 feet. The site plan shows the accessory garage to be located at 5 feet 1 inch off of the property line and is located in the side yard. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 21, 2022 REVISED & RENEWED: July 6, 2022 TO: Niall Carroll (Eckstrom- Saavedra) Ryall Sheridan Architects 174 5tn Avenue, Suite 300 New York,NY 11201 Please take notice that your application dated January 5, 2022: For permit to: Construct additions and alterations to an existing accessory garage at: Location of property: 590 Haywaters Drive, Cutchogue County Tax Map No. 1000—Section 104 Block 5 Lot 22 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to the existing accessory_garage, on this non- conforming 21,006 sq.ft. parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-123 which states; "A non-conforming buildiniz containing a non-conforming use shall not be enlarged, reconstructed, or structurally altered or moved, except as set forth below: unless the use of such buildingis s changed to a conforming use." Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. OFFICE LOCATION: ' IC It, �C. JM Bp 7 AILINGADDR,ESS: Town Hall Annex 54375 State Road Route 25 APR 2 Southod,NY 11971 (cor.Main Rd.&Youngs Ave.) 2023 1 Southold,NY N };t,� Telephone:'631 765-1809 (l(jrl`tp: southoldtownny.gov OUIM ZONING BOARD OF APPEALS RECEIVED Town of Southold $ ' 8 a*1 n J 2 3 2023 FINDINGS,DELIBERATIONS AND DETERMINATION , MEETING OF JANUARY 19,2023 Southold Town Clerk ZBA FILE: 7722 NAME OF APPLICANT: Nicole Eckstrom & Carlos Saavedra PROPERTY LOCATION: 590 Haywaters Road,Cutchogue SCTM No. 1000-104-5-22 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions,without further steps under SEORA. SUFFOLK COUNTY ADMINISTRATIVE CODE: 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 August 30,2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the s Minor Actions exempt list and is not subject to review under Chapter 268. I PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 21,006 sq. ft. parcellocated in an R 40 Zoning District. The property has a 103.81 feet of road frontage along Haywaters Drive, then turns west 245.31 feet towards Mud Creek,then has 101.49 feet of frontage along Mud Creek before returning east for 251.88 feet back to Haywaters Drive. The property is improved with a two-story frame residence, an existing,accessory garage with sunroom,and a frame shed;all as shown on survey prepared by Nathan Taft Corwin,III,L.S.last revised August 3,2022. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-123 and the Building Inspector's July 6, 2022 Notice of Disapproval based on.an application for a permit to construct additions and alterations to an existing accessory garage at; 1)a non-conforming building containing a non-conforming use shall not be enlarged,reconstructed, structurally altered or moved, unless such building is changed to a conforming use; located at: 590 Haywaters Drive,Cutchogue,NY. SCTM No. 104-5-22. RELIEF REQUESTED: The applicant requests a variance to alter the as built frame garage by removing the existing pitched roof and installing a flat roof,and replacing the attached sunroom with a screened porch,thereby continuing a nonconformity, since the building may not be enlarged or structurally altered according to Section 280-123 of the Town Code. However,reducing the height of the roof,creates less nonconformity with the Town Code. AMENDED'APPLICATION: During the hearing,the applicant was asked to amend the architectural plans to add a solid visual screen to the proposed roof top,deck to block views between the subject property and the adjacent property to the north. The applicant,on January 9,2023,submitted Architectural Plans,prepared by William S.Ryall, Jr, Architect, depicting a solid wood privacy screen at 7 ft..7 in. high from the proposed roof deck floor,along the northerly edge of the proposed deck. Page 2,January 19,2023 #7722,Eckstrom-Saavedra SCTM No. 1000-104-5-22 c ADDITIONAL INFORMATION: In both oral and written testimony from the applicant's agent, the project was described as removing the existing pitched roof on the'garage, and replacing it with a flat roof to take advantage of the views of the creek. There was discussion of privacy with the adjacent neighbors to the north, and the-applicant subsequently submitted revised plans showing a privacy screen on the north side of the garage roof. The neighbors spoke against the project as per the privacy issues brought up in the hearing. In discussions during the hearing, it was agreed upon that a privacy screen between the properties would be an acceptable solution to this issue. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Januay 5,2023 at which time written and oral evidence were presented. Based'upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law&267-bL&b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Replacing the existing pitched roof of the accessory garage with a flat roof will reduce the elevation and will result in less mass which will reduce the visual impact of the existing accessory garage 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. Due to the fact that the as built structure is non-conforming, any change proposed for the structure,even within the allowable setbacks,would require an area variance. 3. Town Law$267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 100%relief from the code because the code states that any change to the non-conforming building is not allowed unless it is changed to a conforming use. However, the applicant is proposing to bring the accessory building into more compliance with the code by replacing an existing first floor attached enclosed sunroom with a proposed screened porch which is more conforming to the code. Moreover, removing the existing sloped roof, and replacing it with a flat roof,containing a deck with a privacy screen would lower the profile of the existing structure and thereby lessen the visual impact. . 4. Town Law 4267-b(3Nb)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions of this Board. In addition,the proposed deck will provide an outdoor recreational space that avoid adverse impacts to the extensive wetlands on the rear(seaward side)of the dwelling. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time�of purchase. 6.Town Law 4267-b. Grant of the relief based on the amended plans,is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second-floor outdoor deck while preserving and protecting the character of the neighborhood and the health,safety and welfare of the,community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Weisman(Chairperson),and duly carried,to Page 3,January 19,2023 #7722,Eckstrom-Saavedra SCTM No. 1000-104-5-22 GRANT relief as applied for,based on AMENDED plans drawn by William S. Ryall, Jr., Architect,last revised January 9,2023. SUBJEC--T TO T-HE-FOL-LOWINGGONDITIONS:� L The subject accessory garage shall remain unconditioned,non-habitable space,used for storage and a screened porch only, and no plumbing shall be installed. 2. The proposed lid wood privacy screen shall be installed prior to the issuance of a Certificate of Occupancy. VT J 3. The proposed roof deck shall remain open to the sky 4. The proposed 20'-9"x 22'-2"roof deck shall,not be enlarged. 5. The applicant shall submit a Declaration of Covenant and Restrictions to the Zoning Board of Appeals to the satisfaction of the Town of Southold Town Attorney,and filed with the Clerk of Suffolk County that memorializes the above'conditions and the Amended PIans depicted herein. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. EMPORTANT LIMITS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays and/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 deviation from the variances)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not C i Page 4,January 19,2023 #7722,Eckstrom-Saavedra SCTM No. 1000-104-5-22 J to exceed three(3) consecutive one(1)year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REOUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Acampora,Dantes,Lehnert, and Planamento (5-0). ie Kanes Weisman, Chairperson Approved for filing /2023 F ( E BUILDING DEPARTMENT- Electrical Inspector 7 �024 TOWN OF SOUTHOLD ='G Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-095.9 Telephone (631) 765-1802 - FAX (631) 765-9502 lamesh southoldtowriny.gov- seand(@.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: s2 1a-y4K Company Name: 41C 7z/,1 Electrician's Name: ce C rA7-7-1'` License No.: 9-/1il C Elec. email: )j L /,A n c-- Elec. Phone No: ❑I request an email copy of dertificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 14 It Address: 5" ©. /��� �� ��, Cle. Cross Street: Phone No.: Bldg.Permit#: a email: Tax Map District: 1 00d Section: D y Block: Lot:a'a— BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): P Square Footage: I 5 Ojg Circle All That Apply: Is job ready for inspection?: dYESD dRoughin ❑ Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals 1 2 H Frame 0 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION /0 617 � ? Mv r �gUFF ;�� D BUILDING DEPARTMENT-Electrical Inspector. TOWN OF SOUTHOLD y Town Hall Annex- 54375 Main Road - PO Box 1179 `^ Southold, New York 11971-0959 oy�o� Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(aD-southoldtownn ..gov - seand(&-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2 la—y41 Company Name: Electrician's Name: License No.: j 9 -�1/! Elec. email: /)j? gg p ��n �,'�e /1 c 4- Elec. Phone No: ❑I request an email copy of dertificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 11,14/-/ Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1 ood Section: D q Block: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): S ware Footage: 5 CV Circle All That Apply: Is job ready for inspection?: dES ❑ dRoughin ❑ Final Do you need a Temp Certificate?. ❑ YES ffNO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 0 1 n2 H Frame M Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION l PC( 4AP //T7 PERMIT 4 I ++ Address: Switches S t Outlets GFI's Surface _ 'S j Sconces jx, r r HH's 1�/� UCEts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini -arbon Micro Generator -ombo Cooktop Transfer aC AH Hood Service Amps Have Usec -pecial: :omments y Ryall Sheridan Architects July 12,2022 Susan Pontino Southold Town Building Department Southold, NY 11971 Dear Ms Pontino, Please find enclosed a check for$50 for the Notice of'Disapproval for 590 Haywaters Drive,Cutchogue. Sincerely, Niall Carroll 174 Fifth Avenue 300 New York, NY 10010 646 809 4343 ryallsheridan.com Ry'all Sheridan Architects April 19th,2023 Town of Southold Buildings Department Town Hall Annex Building r 'APR itID. 54375 Route 25 ' E3UaLunvb L)Cp a. Southold, NY 11971 TOWN OFSOUT1-I®I_D Dear Sir/Madam: I am writing to you in regards to our application for building permits at 590 Haywaters Drive in Cutchogue.The tax map ID for the property is; 1000-104-05-22. 1 am enclosing four sets of the approved drawings here as approved by the Board of Trustees and The Zoning Board of Appeals.Also enclosed are; - The determination letter from the ZBA - The Authorization from the Trustees - Receipt of covenant filed with the County Clerk,as required by the ZBA The requested building permits are for(1)the renovation of the garage and (2)the construction of a concrete ramp and steps. Could you please advise if there is anything further we would need to submit to the Buildings Department in order to proceed with the permit applications. Sincerely, Niall Carroll 174 Fifth Avenue 300 New York, NY 10010 646 809 4343 ryallsheridan.com Dwyer, Tracey From: Dwyer,Tracey Sent: Monday, May 22, 2023 2:53 PM To: 'niall@ryallsheridan.com' Subject: 590 Haywaters Drive Niall, 1, Please send in four copies of stamped, updated structurals for the detached garage to match the ZBA amended plans approved Jan. 19, 2023. Thank you,Tracey Dwyer 1 RYALL SHERIDAN CARROLL ARCHITECTS Tracey Dwyer Building Permits Examiner 54375 Main Rd r j 1.4 1 Southold, NY 11971 MAY 26 F� Re. 590 Haywaters Drive, Cutchogue, NY Dear Ms Dwyer, Please find enclosed (4) copies of the stamped and signed, updated structural drawings for the above referenced project as you requested. I have also enclosed a copy of the receipt from the County Clerk's office for the covenant that was required for the Town Trustee approval. Sincerely, Niall Carroll,AIA 174 5th Ave, Suite 300, New York, NY 10010 646-809-4343 . . HY Ease, r . P2035' .. L4NDRECQA ECEIPT Suffolk.--County::C.lerk: : .' .. ` : : . . .•.: Vincent Puleo ounty.'Clerk... . .. Receipt INumbex : : 23-004'242 Pryor Name' . .• FINNEGAN' LAW,, PC .. ;DESCRIPTION. . .. . .TRANS Type;.of Instrument:.;DECTARATION: : Pa a/Flip Handli.ng:. . . .. : : $20.:.00:: : .. .,COE. : 'NYS SRCHG' $15.00. TP . Notation' Cest..Copies._: : :: 0.10'' Pees. Paid. . P2�GER -D 00' DATE:' ,03%2-3/20:23 . :-TIME:.: 02:06xB3. PM RECEIPT.•TOTAL.. .• ; . . .: •,. � .• ,. .. $2:7.5.20.. .. . . ..: �,. ... :. : : �.•� .. .•. : : � .� .: : �.�.�: : ' '. : :� ._: : CHECK:AMT'.PATD..' $2 75•',2 0 TOTAL' AMOUNT PAID.', .. : •$275.20:: .. . . . :. . :: :CHECK REr=. :. $Q..,00' COTS NTS;. :. :' :'.': : : : : :' . . .. ::. .• ::. .. .CC:#: .C23-1.0408 :. CO RK'S O : ,: . . . . • . • :. ,. . '. .. LINTY CI,E. . . FFICE: : � : :. .: .. : :. . . : .. .. STATE O1F NEW PORK:_ . . -COUNTY OF.'SUFFOLK . .' Th e e Clerk of the County of Suffolk and the.Court:of:Record:thereof:do hereby certify.that I haV6 corriparedahe.annexed uvith .the. original J.. DECLARATION recorded in'niy office on 03/2312023. under'Lilier . Dt)00131.94: and'Page 638: and;. that the'same: i6 a:•true copy:thereof, and:of.the Whole of such:odginal: In Testimony Whereof, l have hereunto set:my hand arid.of-ked the�seal of said County and Court:this.0312312023.; SUFFOLK ,COUNTY CLERK . VINCENT 'PULEO . . : • . , � � SEAL .. • .IIII �lllll�lllll:IIIII:1111111111.111111111=IIII��� :� :� � � �.��: .�. • ••.• . • IIIIII IIIII Illll IIII l „ SUFFOLR' COUNTY' .CLERK . . RECORDS OFFICE RECORDING .PAGE: . . Type :ot instrument: DECLARATION: : . . Reco:rded.: 03/23/.2023 Number.. of: Pages: 6 02 06:53 PM .Receipt- Number .c 23=0041242 . • LIBER: • . .:D0001.31.94 . .. . PAGE: :. � ' .• 6 3.8� '. . 'District: : Section Shocks : . Lot.: 1000' : .104.'00: 05:00 .022:00.0 EXAMINED . . . � •E INED AND CHARGED :AS: FOLLOWS: Received''the Following Fees For Abode .Instrument Exempt, . . .. Ex Page/F liirig $30.00. NO Handling :• • $20,00 : NO COE.. $5.0 0. N0- NYS SRCHG : . $15:.00. 1�70 TP-584 : $:0.00 NO Notation, „ $:0:0.0 .. : :NO Cert:Cop:ies : . .$5.:2 00 : NO 0. .: :. NO.. RPT $200. . .• . . . . . . Fee s. laid $275:20 . . .: . .THE .TNSTRUMENT.HI : PGESAPTTA OF THIS• ,fis NOT. A: SII;L Vi t Pu].eo ncen • County Clexk; Suffolk-,County. ' .. :. :.RECORDED , amber of pages 2023 Mar•23'02 i 06:5', r17 .. SUFFOU,`coui Th . `is'document will be.public is tr00013154 .. record.Please remove all: . F.• ;� Social,Security' Numbers " prior to'record ing;. Deed/Mortgage Instrument Deed%Mortgage Tax'St i amp .. :. Recording,/•Flung Stamps $ : :FEES -:. Mortgage Amt. 'Page/Filing Fee • - 1.Basic Tax Handling.. . 20.'00. •,' 2.'Additional Tax ' TP-584. :. Sub Total. Notation. Spec./Assit: ' or .. :. EA-5217.(County) .; Sub Total Spec,/Add. . EA-5217(Sta4e) .. 'TOT.MTG.-TAX :. R.P.T.S:A,: . ' Dual Town Dual CouritV ,• �Held forAppointment :. Coltim:of.Ed.: 5: '00 : .. .TransferT.ax: . . . Affidavit. re 1 rtg , Ma lion Tax A • • .. ;"'� ? ��� Thenproperty.cove d'by th s ino age is i Certified Copy . :c.- or will be'improved.by'a one'or.t�vo family dwelling only.: .. NYS Surcharge. 15 , 'Sub Total YE _ . . Other � .••�:..r• :µ,���. . ...;.... If NO,see appiropriate..tax:clause on' " Grand Total Page fi of this instrument" 4 Dist:1000 1000.'10400: 0500 022000. 5 Community Preservation Fund' 5043620 : Real Property Consideration Amount$, . Tax Service'.. R RAK A I .. II�IIIU�IDulWI�IIIIIIII ' . , ggenc : : Z3-MAR CPF Tax Due : • Verification Improved. . . . Satisfactions/Discharges[Releases List Proeee Owners Mailing Address „ .RECORD&RETURNTO 6 Vacant Land . FINNEGAN.LAW,P.C. Martin D,Finnegan . : . PO.Box 1452 - 13250.Main Road: . TD Mattituck,.NY Ii952 .TD ' Mail.to:a Title'Corhpany'Information ., .. . 310 .Center .Drive; Riverhead;' :NY 11901 Co. Name www.suffolkcouhtyny.gov/clerk ' Title# $ . . �Suff..olk:'County: Recording: &:Endorsement Page ; Thi3'page'fofms part of'the.attachedCOVENANT made- by (SPECIFY TYPE OF INSTRUMENT) CARLOS SAAVEI)RA" :. The premises heroin is situated In. AND NICOLE ECKSTROM SUFFOLK COUNTY,NEWYORK.' . .. TO' In the TOWN of SOUTHOLD 'TOWNOF SOUTHOLD ZONING BOARD •• In the VILLAGE .. : . OF.APPEALS. or.HAMLET of BOX6.6'THRU$MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING.'. . over . DECLARATION OF COVENANTS AND RESTRICTIONS ' 'TW DECLARATION made This. day of.March 2023;by.CAR,OS.SAAVBDRA AND MCOLE_ECKSTROM :residing a- 90::Furman Street .#N200; Brooklyn,.'NY -11201; hereiria$er.referred to as"DECLARANTS . .. . : .. : WLTNESSETH: . : . . WHECZAR ANTS are thREAS; DE a.owners of certain.real property.'located :at 590. Haywaters Drive, Cutchogue,NY 1Y935,Town of.Soutlzold;County of Suffolk;.State of.New York;'described in'the Suffolk County.Tax Map;as.District 1000,;S.ection 104.00;;B1ock:05..00, _ : Lot.022.000, which is more particularly. bounded,and described as set forth in, Schedule "A" annexedhereto;hereinafter-referred.to:as.the Property; : . WHEREAS; the'DECLARANTS made.an application'to.the.Zoning;Board_of Appeals - (the"ZBA").for a Variance under Section 280423 of the Town Code;.and the-ZBA held a public : . hearing on:this application:on January 5�';2023; at which:tune.the Board.received written and oral.evi once; - WH EREAS, in a on.,.dated: January: 19'�', 2023, based upon all testimony HE dec�s, documentation; 'personal .inspection.of the property.and:other evidence,:the Zoning.Board of A eals ted relief for'a proposed accesso.. :building.'as:indicated;on.the Amended;Plans, Pp.. , . t P P rY g drawn by William S.Ryall,Jr:,.Arcbiteet,last revised January 9!r;2023; WHEREAS'for and in consideration of the grantuig of said approval;the Zoning Board. of Appeals has deemed it.in.the best interests:of the:Town of.Southold that the within'covenants : . . and restrictions be im osed on'the property;and said Zonin Board'of A s has P . g PPeal required that the within Declaration be filed.in the Suffolk'County Clerk's Office;and-: : WIREAS the DECLARANTS have considered.the foregoing-and have 'determined that.same will.-be for the best.interests:of the .DECLARANTS.and subsequent.,owners of:the. . .Property:. . ; NOW,THE1tEFORE,THIS DECLARATION WITNESSETH: That the DECLARANTS.for-the purpose of carrying but the intentions.aliove expressed; does hereby make known, admit; publish, covenant:and agree Ghat the said premises. herein. :. ` described shall hereafter be subject to the covenants and.'restrictions:as herein cited-.which.shall'.' run.with.-the.land.and shall:be:binding upon.all purchasers and:.holders of said:Property,their, heirs,executors;legal representatives,distributes;.successors and assigns,to wit: . . 1. unconditioned.non-habitable.space, used: :: . ..The remain ,subject accessory garage shall: for storage and:a screened porch,only,and.no plumbing shall be installed:. . 2: :The:proposed.solid,woad privacy screen shall be installed'priox to the.issuance of a .Certificate of Occupancy:: . 3 The pro dsed roof deck.shall remain open to the s 4 20'.9„x.22'-T'roof :. The proposed , . f deck shall not be enlarged: : . If an section;.sulisection.paragraph; clause,phrase or provision of these covenants and y restrictions shell,:by.a:Court of competent jurisdiction,U adjudged:illegal,unlawful, invalid,or held to be unconstitutional;-the same shall'not affect the validity.of these covenants:as a whole; or.any'other parvor provision, hereof other:than the part so:adjudged to be illegal,unlawful; invalid;or unconstitutional., The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the TbWwof Southold;State 4.New York, by injunctive relief or-by any other. :. remedy in equity:or at law.. The'failure of the Town of Southold or any of agencies to enforce same shall not be deemed`to affect the validity of,'this covenant nor to impose any. liability whatsoever upon the.Town of Southold or any office,or:employee,thereof , The within covenants and.restrictions shall run,with'the 1and'and-shall,be-binding upon . the DECLARANTS and their,successors and assigns; and:upon all persons or entities claiming -under.them, and.may. not,be annulled,'.waived;.changed, modified,�terminated;.;revoked:or :. amended by subsequent.owners of the premises:unless and until approved.by a:majority plus one vote of the Zoiung'Board of Appeals of the Town of Southold.or its successor;followinga,public IN;WITNESS'WHERE OF,the:DECLARANTS has duly:.executed thisb6claration the' day and year first above.written: CARLO, 1)RA NICOLE E KSTROM -2- State'of New York ):ss.� • County of.: 14 h On the:ftday,of March, in.the year 2023: before me,'the undersigned;-personally appeared. C RA, personally known to:me,or-proved:to'me:on the basis of satisfactory:ARLOSSAAVED . evidence to:beahe person whose name.is subscribed.to the within instrument and acknowledged :.. .. to me that she&e/they:executed:the.same:in hei/his/their,capacity;.and',that by.:her%hisltheir. signature on:the:instrument; the:person.or,.th entity upon behalf'of which.the.person acted; executed the instrument. AL P soyl . . :• Not Public. Nomry Public,State 9f Now York �. , Q Na 01306058�9.. . ue1lfled1n'tOngs Coin. . ' Comin�sion Explrea Ntaroh.3 ,2023. :: _ .. . . State of New:York :. toua of . On the:g'day of.March, in the year 2023, before me; the undersigned, personally appeared NICOLE ECKSTROM,.personally. known:to.me.or proved.to.me.:on the basis of_satisfactory.� _ evidence to be-the person whose:name js subscribed to the within instrument and acknowledged to me:that she/he/they:executed;.the saine:in her/hishheir capacity,..aiid,that:by: her/his/their.• : signature of!.the instrument; .the person.'or the..entity upon behalf:oi'which:.-the person acted, executed the.instrument. . Notary Public :. MMAI'P.SONI Nomry Pub11Q 9tete of NG*York . Na 01SOg0.9gg49•.. • . Qut+1lfiad ingsCounf� • . . Commission,EXPIM!1 March 3• ,2023'. F.a • _r elity.Title Insurance CompaRy SCHEDULE A , . :. . . . . , . . DESCRIPTION OF•PREMISES. Tice.No:. PNT20918S Parcel 1:. . . ••,. . . .. ALL that certain.plot piece or pareel.of,land,situate,tying and being'near.Nassau Point,Peoonic, In the Town of Southold,Suffolk County;New York.boynded and described as.follows: BEGINNING at.a stake.set on.lhe WeMeri. y line of Ha ywalers_Orive,54.i7.teefNortheriy along" .. said Wealeiiy.line from Its Intersebtl n wish_the Northerly Gpe of.Mason Drive,being(tie: Northeaeterly crfinei of land of Stillman; RUNNING THENCE along said land of Stilir oh,•$oulh 09 degrees 23 minute:s 50 seconds West :. 245.31-feet Io*stake and land of the Howell Estate;. . :THENCE along.sald land of the Howell Estate,North.10 degrees 55 minutes 00 seconds.West; 76.08 feet to a'steke: . .. • :. THENCE along other land of.lhe patties of the first art;North 69'd . .9 .. P P egtees 23 minutes 50� seconds East243:67.feet to a stake set on theaald Westerly fine of Haywafers Drive; THENCE along said Westerly line.of Hayinreters.Drive,South 12 degrees 08 minutes 10 seconds' EasC75.83 feet to the point of BEGINNING. Said premises for Idendfleatlon only being deslgnated.as LotNo:28 on ap.of,Properly surveyed for Wdleem'H:Mason and Harry E:Mason by,:Otto W..Van Tuyl,April.15 M,1948,Plot Plan January .:Parcel.2: ALL that cer(ein plot piece:or parcel of land;situate,lying and beirig near Nassau Point,Pec4nic, . .l in'the Town of Southold.Suffolk County,.New.York,bounded and described as follows: BEGINNING at a poinl'on.lhe Westerly line of Haywaters Drive 130.6 feet Northerly along said Westerly line from Mason Drive,being the Northeasterly corner of,land of(he arttes•of the second part arid the Souttieasterty comet of th premises herein described; :P - RUNNING THENCE along.Gie said Westedy4ine.of He eaters Drive.North 5'degrees'53" minutes 50 seconds West 25 or more,feet; RUNNING THENCE along otharland of.the party'of the first part,SouI 69:degreas.23 minutes 50 secorids•West 246 feet more or less said hhe being distant 25 feel from the Northerly. boundaryGrieof said fand'of(he pedles of the second'part as measured at right angles thereto to: larid of Gie.Howell Estate; RUNNING THENCE along said land of the Howell Eslata.South:11gdegre.es 55 minutes East'25. i feet-more or-less to said land of the-parties of the second.part; RUNNING.THENCE along said land.of the partles of the second part.North 69 degrees 23 - minutes 50 seoonds.East 243.67 feet tothe point and piece of BEGINNING.: : t : . :. Fidelity Title Insurance Company, . SCHEDULE A,. DESCRIPTION OF"PREMISES continued- : : The.above two parcels being more p8rticulerly bounded and describeo together as foAows: BEGINNING at"a.poirit"on.th.e westerly side of Haywaters Drive distent.54.17 feet northviest"from.• the.comer formed,by the intersection of the northerly line of Mason Drive vdlh'the westerly fine of " Haywaters Drive: :" ,. . • : • . .• . .. : . . :. RUNNING THENCE South 69 iJegrees 23 minutes 50 secortds"West,245.31_feet;'. . :. THENCE North 10 degrees 55 minutes 00.seconds We St.101.49 feel; THENCE North 69.degrees 23""minutes 50 seconds East,251.88 feet to the weslerty"side of Haywaleis Drive;: HENCE:along the westerly side of Heywatels-Drive the foGovdng two(2)courses:end distances: 1)'South 05 degrees 53 minutes 50 seconds West,27,98•feet., .2) "Soulh;12 degrges.08 minutes 10 seconds East;75,83:feet to the point or•plaoe"of BEGINNING: . " .. _ . . _ - . •'. AMENDED=10/22/2818 i "i Ryall Sheridan Carroll Architects ® ECEUVE January 29th,2025 FEB 2 6 2025 Town of Southold Buildings Department Town Hall Annex Building Building Department 54375 Route 25 Town of Southold Southold, NY 11971 Dear Ms Dwyer: Please find enclosed copies of the following documents in relation to the inspections carried out 590 Haywaters Drive in Cutchogue on the following permits; Permit#49326: - Amended Plans. - Certification of footings. - Town Trustee Certificate of Compliance. - Covenant filed with the Town Clerk with the requirements of the zoning approval. Permit#49333 - Certification of footings and rebar. - Town Trustee Certificate of Compliance(same as above). Permit#46449 - Elevation Certificate/Survey. - Manual J. - Manual S. - Blower Door Test. - Certification of Insulation and Caulking. - Amended Plans. - Town Trustee Certificate of Compliance(same as above). Sincerely, Niall Carroll RA 174 Fifth Avenue 300 New York, NY 10010 646 809 4343 ryallsheridan.com SURVEY OF PROPERTY SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-104-05-22 SCALE 1"=20' MARCH_28, 2017 "r AREA=24,542 sq.(f. 0.553 M a� e N n v,N' N D 00 � & may, .S ,� �• 7,�%__�` •� � � �.^� +� o e� 5�50 ��i� ��� cam' :����r •'��:'9":°• _ � ,��a rn•' . �--1 � to � J14.� r �• \\ y£ �to m, 6 Tti CAI 4• L~{s ' � Y`� /� 1'�NtE A�40MDOK ll[tSN bt,II INa ♦ NY` oAL Yi` 1'� N.YS.U.N.50467 uxWOCA®altFxriritmN Ox daNaCN " ,��,� Nathan Taft Corwin III ;W"�"w ""'�`� Land Surveyor ta��mRpGg6061tD •� G>x6 E 4a. x dW19ENFY dam ox N¢arxar m ix7 Saawaor Tr SlankZ J.dolaen.Jr.IS UNm,a eartnne ust D rm� Jme➢ A 1,4n,.LS 1 1°unn IMu TW mrmG m 5-v.-S°E!i4ana-mb Pb -C—h ton L r. PHONE(671)727-2090 Fat(631)727-1727 SNE I[Ntt or BKilli3 or ywar� OiISM 4-R ai UMM ADDRESS .a.. 6NDWN"�a8F O'VAiLM¢0. 1566 Nwn Reed PA Bat 18 Jommpvl.H.Ymk 1047 Jme.wL H,x MA 11B47 •r _ _. _.__. 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Id % � -��� ✓ ""�-} it` 1. ..�� 1� r _ y.•:v,� z•.:h • 4 ti. � / =' • -'� 4aFX<SIINONOUSE:. `; - �f ( y,i a / S� �(ap ®WOIIq i y.:=MOrOSm Fllfllf7i DRA1N1RO0FI11R10FF. - •f,, - _ -+��`: jMz 711E�aCH#/GOEEOTpaREEF S IN_GMVEL .RO'QWtERF RATED WF011XIPE INGRAM `��• rW�]l,Er,�XEnc���EowiEnmE� �x 4:'�"•.��i- :"="ti" __^--r-� ,rr; I � I .�, - _ �^ •:__ /... _ b E q .sue ,.,,r:. � / ,MIIE.ADMIPRO;�FENCET ;. • I. v _ 92 �� _-- AP ROV U R �� SO/IKDOFriR ` � 8, aoaro Fig 1' �Exlanao ;1�, OF30UDIOID , DATE r' r '� .. rt .I. 08GIhEEIEVIa9iEtTFiT.-El!<YOis. � -c?=..�',~ A C~ ��• _ r t_ vi 2 e m; D c T e4 d 07° CO RdGE DAT `. P.ROPOS TAL COVE CE t - VER UPmm AREA(21,OOBS ,It�) _ OVER ETPEAX AREA (2�06�tf 870RMWA7EHSiOHAGEVOLIIMEGILR:ULATION8z• "G TDy:�q 1 I ,rm�iwi -' DESCRIPTKIN. AREA x LOT COVERA - DESCRIPTION .AREA } x 1:0T tOVERA" , aewro ar+w ;- J DRYNIB 11 iRIBIlTAlIYAAEA,:, .. -- 1, . HOUSE.: �; .1370_ ;q:;it: ;6.5% .• HOUSE. 1370•:sq'It:, - — - - -lorr 800F. 156{sfX1X017, . 288cf C � 1 i _ 4./ sqf 11:: � ... y - wo°nw „a. �.a,.• 4`53 >� .ft.. =r 2.Zx i, 3GARAGE 2.77� I TOTALYO,.LUMEREgU1RE0 ¢_::4� Z%>y 0 e GARAGE. -,- ; .. x ff"�"�t - STONAGE•PHOVID�:BY10'`DfA:X4VFDRYWECL `�. 2ss�i' - _ _ •qF = �y u ;,, =� 10xD1A.R NG:B 2 _A_C.ITY). rr - Frt SHED °q.• f: _ 1.. PAnO .3 PLANTER § 70 .q tI, 0.3% SHEO' 03' . Ib,'.. �.` ,�+.►:oi' DRYVIIBL27RIBUfARYAREA '__ e; 1 _ CO ALK:APRONr3 l- . . R CK - - = _ a 20a °q •if: 1 Ox BRICK PATIO t PLJJiTER )v f iN 0.474 { ROOF B04ifX1X017 ,.. 10268cf> PADS.W OOD'-WALK :f 26 °q. i1.. 0lx CONC:'.STEPS ! RAMP 20p °q lir T0!A4VOWMEREOUIRED: ;,.' :102: *d: i W _ 0 _ ASPHALT DRIVEWAY ,, 2100 ,.q. tR: : 10 4x__ ' CONC..Picas: "z :,Al SITE PLAN? STORAGEPRgVIDEDBYIO'DIA.X4VFDRYWECI' .i:: 274af' d - - - - TOTAL,".. '„'.4610 °q:'N:.: 2Lia%'- 2472 sf:A3 � '' UO'DIA.!iitNG�B812ef/vfCAP/4C17Y)' ': 1-s_ --- - . 0.1 x . — � - 41:87G �• ti• �a a� - r . ECKSTROM S"VEDRA GARAGE 590 Haywaters Drive,Cutchogue,NY 11935 REVISION DATE SUBMITTED TO BUILDING DEPT. - 05.06.2022 RESUBMITTED TO BUILDING DEPT. 01.29.2025 8'-8" 1 � O ------------------------ 0 -- CtriEND T 3,_0. �/ DN - --- - -- `off — I I I I I I I I I I I I 1 I I 10 8'-0" R.O. -- 4 �_—I—_—_—�_—_ --- _-I--_-�--_-I—_—_—_- - - -C2 �-1--- --1-- --1"---^�---�----------- 7c i i ——————————— -------� R-1 ---- --- -- V/_y Mahogany Decking over EPDM roof zo o- - --- M \ / R-1 EPDM Roof I S-1 Stone slabs set in sand UP I I OPEN W ---_ - - I A /61-611 I I I I � I WOOD POST ON NEW CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS 1/2"X2"SANDBLASTED I I ALUMINUM POSTS W/S.S. ----- - - --- CABLES+MAHOGANY CAP I I `li _ WOOD SCREEN I I N SEE DETAILS ------ - ---- - -- I I -----------4 I BLACK EMDM ROOF ---------- I I II i C-1 TRIPLE PANE SKYLIGHTS - - - - - - - GARAGE W/TH ER MALLY BROKEN FRAME SKYLIGHTS ABOVE - - - - - - - -- - -- -- - - - MAHOGANY DECKING OVER ----------� - - - -- - ----- - - -- EPDM ROOF I - - i EQ. EQ. I � I I 7'-9" R.O. 7'-9" R.O. ---- --------- -- - - I � --- ----------------------------------------------------- 2 I I I 1/2"X 2"SANDBLASTED ALUMINUM POSTS W/S.S. CABLES+MAHOGANY CAP IRYALL SHERIDAN ARCHITECTS ROUGH CUT BLUESTONE PAVERS SET S-1 ce '174 5TH AVENUE,SUITE 300 STAINLESS STEEL SCREEN IN IN SAND W/POLYMERIC SAND NEW YORK,NY 10010 MAHOVANY FRAME BETWEEN THE PAVERS PORCH BLACK EMDM ROOF I646-809-4343 www.ryalisheridan.com PROJECT#: 2110 rx' /....... ` 1t DRAWN: AB �- _ •;, a. !;ter✓ ��• ��� �� �� CHECKED: NC PRINTED: 01.29.2025 SCALE: AS NOTED PLANS FIRST FLOOR PLAN 2 ROOF PLAN E C E V E 1 F E B 2 6 2025 j3ultr3inq njr;.rtarent Town of Southold APPROVED AS NOTED DATE' ��B.P.# � FEED. •SaECKSTROM Y�S BY NOTIFY BUILDING DEPARTMENT' AT SAAVEDRA 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED GARAGE FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING TAX MAP ID#1000-104-05-22 3. INSULATION 590 Haywaters Drive,Cutchogue,NY 11935 4. FINAL-CONSTRUCTION &ELECTRICAL / LAND N/O/F MUST BE COMPLETE FOR CA. `. . ' I ANTHONY DELORENZO �\ ALL CONSTRUCTION SHALL MEET THE REVISION DATE \ REQUIREMENTS OF THE CODES OF NEW ' I YORK STATE. NOT RESPONSIBLE FOR \ DESIGN OR CONSTRUCTION ERRORS. sueMITTEDTo BUILDING DEPT. 05.06.2022 SUBMITTED TO TOWN TRUSTEES 01.26.2023 I \ ^ REVISED FOR TOWN TRUSTEES 03.22.2023 \ I ' I -- - -- L]' EX 22'-2" \\ BLOOD zoJ\f-: (D conl.'mYram cHAPTER 114G" E FREN H RAIN FOR ROOF RUNOFF• FLOOD DAMAGE PREVE{�1T 01 ROPOS D C D , G GARAGE AND SUN �, \ / SOUTHOLD' TOVVN COD'S. 4"DIA.PERFORATED SDR-35 PIPE IN GRAVEL H TO BE RENOVATED c PROPOSED 70'DIA.X 4VF TRENCH W/GEOTEXTILE FABRIC N DW 2 DRYWELL \ CL[CTRICAl. CISPECTIO'N REQUE= I ;I NON-TURF I / .._. ./ ' I BLFFER / /� ------------- - ------- —- - - - ICOMPLY%VITH ALL CODES OF -- -- -- - 1 tinE ' I I 46'-B" PROPOSED CONCRETEtar - - -- -_- --- - - --- -- tr ! Q"' NEW YORK STATE & TOWN CODES ENTRY RAMP+STEPS ! EXISTING CONCRETE I �/ IMPERMEABLE EXISTING ASPHALT DRIVEWAY TO BE REMOVED hc'n cenf :` k; AS REQUIRED AND CONDITIONS 0� I PAVING TO BE REMOVED I —------�� 1 I r AND REPLACED W/PERMEABLE GRAVEL DRIVEWA to ch!.���_�� M SOUTH ���� � ,. WIRE BACKED,PROJECT Af* - !^"^ LIMITING/SILT FENCE— �I i So�lOt�T0�' �I�.� �i�' `" I EXISTING MASONRY ENTRY STEPS TO BE REMOVED \ SOUTHOLDTO'v�► ,t TiJ3Tr' DW 1 DRYWELL 10'DIA.X 4VF w,.,.tlY.S.DEC r, % RETAIN STO.1I'3���, r- .1SUANT TO CHIRTMm I EXISTING HOUSE I /, II \ /� / I (NO PROPOSED WORK) I) PROPOSED FRENCH DRAIN FOR ROOF RUNOFF; 4"DIA.PERFORATED SDR-35 PIPE IN GRAVEL TRENCH W/GEOTEXTILE FABRIC Z :h PROPOSED FRENCH DRAIN FOR ROOF RUNOFF; 4"DIA.PERFORATED SDR-35 PIPE IN GRAVEL II / Z II j TRENCH W/GEOTEXTILE FABRIC I V I (J / I I (I �" WIRE BACKED,PROJECT LIMITING/SILT FENCE uj Art o !I i _�� II II ti / z /' I /• �Q g °I NON-TURF EXISTING Q / / 15 C7W I., BUFFER L SHEDecn a / LAND N/O/F OSCAR E.BLEVINS&BETH P.BLEVINS Z 1 SITE PLAN 1"=10'-0" EXISTING' TOTAL COVERAGE DATA PROPOSED TOTAL COVERAGE DATA OVER UPLAAFD AREA (21, 006sq.,ft.) OVER UPLAAID AREA (21, 006sq.,ft.) STORM�IWATER STORAGE VOLUME CALCULATIONS'' RYALL SHERIDAN ARCHITECTS DESCRIPTION AREA % LOT COVERAGE4 DESCRIPTION AREA � LOT COVERAGE 174 5TH AVENUE,SUITE 300 DRYWELIL 1 TRIBUTARYAREA ' HOUSE 1370 sq. ft. 6.5% HOUSE 1370 S ft. o NEWY9-4343 10010 q� ���� 646-8i09-4343 www.ryallsheridan.com ROOF 1564 sf X 1 X 0.17 = 266 cf 2 ROOFS 0/STOOP q, 0.3% ROOF 4/STOOP 41 sq. ft. 0.2% & UTILITY ROOD[ 73 s ft. & UTILITY ROOM TOTAL VOLUME REQUIRED = 277 cf GARAGE 453 sq. ft. 2.2% GARAGE 453 sq. ft. 2.2 6 PROJECT#: 2110 g� AC STORAGE PROVIDED BY 10' DIA. X 4VF DRYWELL = 274 cf SUN ROOM 144 sq. ft. q 0,7% SCREEN PORCH 144 S ft. p,7,; DRAWN: AB (10' DIA. RING = 68.42 cf/Vf CAPACITY) rr e� SHED 83 sq. ft. 0,4% CHECKED: NC , DRYWELL 2 TRIBUTARY AREA BRICK PATIO & PLANTER 70 sq. ft. 0.3% SHED 83 sq. ft. 0.4% PRINTED: 03.22.2023 �0. 0150R° CONC WALK, APRON & 1 .0°� 0.3% SCALE:: 1"=10' OP' NFW •to ROOF 604 sf X 1 X 0.17 = 102.68 cf PADS ' 208 sq. ft. BRICK PATIO & PLANTER 70 sq. ft. TOTAL VOLUME REQUIRED = 102.68 cf WOOD WALK 28 sq. ft. 0.1 % CONC. STEPS & RAMP 289 sq. ff. 1 .4% ASPHALT DRIVEWAY 2180 sq. ft. 10.4% CONC. PADS 22 sq. ff. 0.1 % SITE PLAN STORAGE PROVIDED BY 10' DIA. X 4VF DRYWELL = 274 cf (10' DIA. RING = 68.42 cf/Vf CAPACITY) TOTAL 4610 sq. ft. 21 .9% TOTAL 2472 Sf. ft. 11.8% ECKSTROM SAAVEDRA GARAGE 590 Haywaters Drive,Cutchogue,NY 11935 REVISION DATE SUBMITTED TO BUILDING DEPT. 05.06.2022 REVISED FOR ZBA 01.09.2023 I III I I I 3 A200 A200 p_2 Mahogany Decking over EPDM roof 1 WD-3 Wide Plank Doug Fir C-1 ` C-1 Concrete 1 C-2 Existing Concrete Slab-to be polished. 201-911 Asphalt shingle roof R-2 EPDM Roof 1 I S-1 Stone slabs DN , 5'-011 3 R-1 STEEL PLANTER i \\ // 4 UP WOOD SCREEN OPEN NEW W �OOD STAIR ; I I I I N I 2 ( 4 I CV I ' N A200 2 1 4 A200 I I I I � I A200 �. ' I I I I I I A200 C-2 GARAGE ( '� - ' W2 i i i I I I I I I I ' I M I AHOGANY DECKING OVER EPDM ROOF i BENCH I I i I I I I � I NEW OPENING I I j I rTT-T� SKYLIGHT I U 2"R II i I I II j- C-1 � � O ❑ SS CABLE RAILING W/SS UPRIGHTS GLAZING TO BE REMOVED AND REPLACED _ PORCH WITH SS INSECT SCREEN MESH co Z MAHOGANY DECKING OVER EPDM ROOF i STEEL POSTS _ ON CONCRETE PIERS 16'-5" - - _ - RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE,SUITE 300 NEW YORK, NY 10010 646-809-4343 www.ryalisheridan.com 1 A200 1 PROPOSED POURED CONCRETE A200 STEPS+RAMP(ON SEPARATE PERMIT APPLICATION) PROJECT#: 2110 K� �V ADZ DRAWN: AB 0� S. RYA�, � CHECKED: NC t PRINTED: 01.09.2023 oQ� SCALE: AS NOTED FIRST FLOOR PLAN = ROOF PLAN 1/4"=1'-0" PROPOSED GARAGE PLANS EC sT oM S VE®RA GARAGE PROPOSED WOOD SCREEN PROPOSED WOOD SCREEN OUT LINE OF EXISTING BUILDING 590 Haywaters Drive,Cutchogue,NY 11935 j'- %/ V 'V REVISION DATE' -T----------- -- ----------- --------- ------------ SUBMITTED TO BUILDING DEPT. 05.06.2022 REVISED FOR ZBA 01.09.2023 r WD-1 OUT LINE OF EXISTING BUILDING '00 R-i m X X 0 0 --q 0 z 0 Cn Fo T- m im C C2 T L X O M-1 + 0 4 D-i -a 2 1 1 C2 WD 1 <�D�-1 0D-1 Painted T&G Cedar DOOR 2 Painted Wood Fascia z LOCATED INSIDE SCREEN PORCH Asphalt Shingles 12 J' -------- Stainless Steel Screen V,6,1, EAST ELEVATION NORTH R T, H ELEVATION 4u PROPOSED WOOD SCREEN PROPOSED WOOD SCREEN OUT LINE OF EXISTING BUILDING V ------ --------------------j------------ OUT LINE OF EXISTING BUILDING 4 X m 11 1 m 0 CD "a 0 Cn a 0 z 0 z Cn m 0 C2 C2 X z G) m + WD-1 m 0 E5 70 w C2 -4 WD-1 z M —W1 14 E S�V T-W ELEVATION SOUTH ELEVATION RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE,SUITE 300 NEW YORK, NY10010 646-809-4343 www.ryallsheridan.com PROJECT#: 2110 AB 4, DRAWN: Ry*'• EXTERIOR WINDOW AND DOOR SCHEDULE GARAGE CHECKED: NC PRINTED: 01.09.2023 UNIT# LOCATION WIDTH HEIGHT TYPE .I I FIRST FLOOR 3'-011,61-011 81-011 HINGED GARAGE DOORS SCALE: AS NOTED F, 0 2 FIRST FLOOR 161-611 71-011 ACCORDIAN DOOR 3 FIRST FLOOR 61-711 61-811 FIXED WINDOW 4 ROOF DECK 61-711 61-811 OUTSWING DOOR+SIDELIGHT GARAGE PROPOSED EXTERIOR ELEVATIONS GENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED STEEL DECK NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHITECTURAL PLANS FOR THICKNESS. 1. STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK AGREE I H APPROPRIATETOT E UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR ALL RULES AND REGULATIONS. ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE INSTrTUTE. Di La nd ro 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2 DEEP 20 GA - Andrews GE UNCOATED '�`'" ' YORK STATE BUILDING CODE 2020. 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 ( '�' E n g i n e e r i n s CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH STEEL THICKNESS = 0.0358 ), GALVANIZED (G60 COATING), UNITED STEEL DECK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE TYPE LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE A. FORMED WALL 2"BACKFILL SIDE.3/4" FRONT SIDE BEAD ALONG THE MEMBER LENGTH. So uthampton, STEEL CORPORATION,OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. County Rd. . Suite 10 PRESSURES SPECIFIED IN SECTION 1609. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" Southampton, NY.Y.11968 DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE 3/4" TOP, 3" BOTTOM 5. AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP, 20 GAGE (UNCOATED STEEL Office: (631)259-3959 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING D. STRUCTURAL SLABS 3/4" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE THICKNESS = 0.0358"), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL Info@DiLandroAndrews.com LOADS: 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, BACKING FOR SPECIFIED PANEL EDGE NAILING. UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE INCORPORATED OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. A. FLOOR LIVE LOAD: 40 PSF EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. Professional Seal SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO , B. ROOF LOADS: LAMINATED VENEER LUMBER LAMINATED PROVIDE A "3-SPAN" CONDITION END CLOSURES REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE , ROOF SUMPS, CLOSURES AT pF NE SNOW: INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE ,�� tV y OCCUPANCY CATEGORY II SOCIETY STANDARD DIA-79; BARS SHALL CONFORM TO ASTM A706. LUMBER NOTES: INSTALLATION ARE REQUIRED. ENRy O,p GROUND SNOW LOAD,Pg 20 PSF ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL � CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED EXPOSURE FACTOR,Cc 1.0 CONCRETE NOTES 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER UNLESS F' $ M w THERMAL FACTOR,Ct 1.0 REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. MANUFACTURED BY WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH IMPORTANCE FACTOR,Is 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED GEORGIA PACIFIC CORPORATION OR "GANG-LAM" AS MANUFACTURED BY THE 410 SELF TAPPING SCREWS OR WELDED WITH 1 1/2 LONG WELDS AT A F� 99720� FLAT ROOF SNOW LOAD,Pf 20.0 PSF BELOW,UNLESS OTHERWISE NOTED: 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER PSL SHALL A FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH (PSL) MAXIMUM SPACING OF 3-0 ON CENTER UNLESS OTHERWISE NOTED. IN LIEU R4FESS10NP�� C. WIND DESIGN DATA: A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME USAGE 28 DAY MAX AGG. REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS STRUCTURAL LUMBER LSL " WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.L1 IN ACCORDANCE STRENGTH(PSI) SIZE (LSL) BE TIMBERSTRAND AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED. FASTENERS SHALL •, , -~-•; � BY WEYERHAEUSER. BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS WITH ASCE 7,SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING ` ! OCCUPANCY CATEGORY II A. SLAB ON GRADE 4000 S.C. 1" 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, BASIC WIND SPEED(3-SECOND GUST) 140 MPH B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF MAY 2 6 2323 C. PIERS 4000 S.C. 1" SLABS UNLESS OTHERWISE NOTED. IMPORTANCE FACTOR,Iw 1.0 INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. EXPOSURE B D. RETAINING WALLS 4000 S.C. 1" 12. PROVIDE#4 AT 12" CENTERS MINIMUM EACH WAY TOP IN ALL HOUSEKEEPING 2.0E LVL 2.0E PSL 1.55E LSL INTERNAL PRESSURE COEFFICIENT 0.18 FB(FOR DEPTHS:5 12")= 2600 PSI 2900 PSI 2325 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE DRAWINGS OR NOT UNLESS OTHERWISE NOTED FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN Y-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE . FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI ROOFING IS TO BE PLACED. AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM FV= 285 PSI 290 PSI 310 PSI 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF FRAMING NOTES: ABBREVIATIONS AND SYMBOLS THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH) SPECIFIED AS LVL MAY BE CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH FOR EACH PARTICULAR LOAD. TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C 150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT ARCH ARCHITECT PSL PARALLEL STRAND LUMBER W NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LOADS. BUILT-UP. BC BOTTOM CHORD RF ROOF O 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOIST ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION BM BEAM RTNG RETAINING z CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL BETTER UNLESS OTHERWISE NOTED. FROM THE ENGINEER. BO BOTTOM OF SCHED SCHEDULE SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BP BASEPLATE SECT SECTION -j LICENSED IN THE STATE OF NEW YORK. AT THE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BOS BOTTOM OF STEEL SF SQUARE FEET Q 300 FEET, MIN. (OR AS PER MANUFACTURER'S SPECIFICATION), OF A SALT STRUCTURAL STEEL BRCG BRACING SHTHG SHEATHING 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3" MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. BRG BEARING SIM SIMILAR RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3" TO 6" BS BOTH SIDES SOG SLAB ON GRADE D SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -31v TO 51f 4. WOOD SILLS TO BE(1)2 x 6 A.C.Q. LUMBER WITH 1/211 DIA. ANCHOR BOLTS 12 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN BW BOTH WAYS SPEC SPECIFICATION INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. LONG MINIMUM AT Y-0" O.C. AND 1'-0" AWAY FROM CORNERS UNLESS ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) C CAMBER SS STAINLESS STEEL, V CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". CA COLUMN ABOVE STAG STAGGER Z) PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. CANT CANTILEVER STIF STIFFENER ry BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR 2. MATERIALS: CB COLUMN BELOW STL STEEL �••- APPLICABLE CODES, STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS CC CENTER TO CENTER STRUCT STRUCTURAL U) POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. B. AMERICAN STANDARD SHAPES,ANGLES, CIP CAST IN PLACE TC TOP CHORD J DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES AND BARS: ASTM A36 CL CENTERLINE TEMP TEMPORARY Q PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE 6. BRIDGING TO BE EITHER SOLID OR (1) V x 3" OR 18 GA CROSS BRIDGING &NOT C. STRUCTURAL STEEL TUBING,RECTANGULAR COL COLUMN TOC TOP OF CONCRETE INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER, SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS TO EXCEED A MAXIMUM 8'-0" O.C. AND SQUARE: ASTM A500. GRADE B(FY=46 KSI) CONC CONCRETE TOF TOP OF FOOTING W DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL D. BOLTS: ASTM 325 CY CUBIC YARD TOS TOP OF STEEL z OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND 7. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2" x 6" UNLESS OTHERWISE E. ANCHOR RODS: ASTM F1554,GRADE 36 DIA DIAMETER TOW TOP OF WALL W W OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION. NOTED. F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN DET DETAIL TYP TYPICAL F_- rr nn STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. G. SHEAR CONNECTORS: 3/4" 0 ASTM A-108 DN DOWN UON UNLESS OTHERWISE NOTED f-- V 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 8. ALL INTERIOR HEADERS SHALL BE(2)2"x 8"UNLESS OTHERWISE NOTED. DWL DOWEL VIF VERIFY IN FIELD 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR EF EACH FACE W/ WITH SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE EOS EDGE OF SLAB WP WORKING POINT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL NOTED. EQ EQUAL TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER EX EXISTING THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% F FOOTING TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY DOUBLE DIP GALVANIZED FRAMING HARDWARE. B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% FDN FOUNDATION 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% FIN FINISH TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% FJ FLOOR JOIST W AND VERIFICATION. FRAME CONNECTIONS. FLG FLANGE ` co 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FRMG FRAMING 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 12. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FT FEET 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. CONSTRUCTION DETAILS). WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FTG FOOTING C) r- ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION GALV GALVANIZED ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13. ALL HEADERS EXCEEDING T-0" SHALL HAVE A DOUBLE JACK STUD WITH A OF 6.0 KIPS.USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. GLB GLUE-LAMINATED BEAM 0 THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE. GR GRADE 0� z 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. HDR HEADER W CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HGR HANGER W SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES HORIZ HORIZONTAL Q D ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES. HSB HIGH STRENGTH BOLT (D OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS IN INCH ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD INFO INFORMATION O LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL.AND HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE JST JOIST Q 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF K KIP REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE STIFFENERS. KSF KIP PER SQUARE FOOT U PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. DIMENSIONED WOOD FRAMING NOTES: LB LAG BOLT W C) ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN LL LIVE LOAD p M D DRAWINGS. ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL W Ln V 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LWC LIGHTWEIGHT CONCRETE CL ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS LVL LAMINATED VENEER LUMBER REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL MAX MAXIMUM 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. JOISTS,RAFTERS AND STUDS: OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING MC MOMENT CONNECTION WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM Revisions WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH),N0.2. REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES NTS NOT TO SCALE No. Date Description FV(BASE)= FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. FB(BASE))= 180 PSI0 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE 1 05/18/23 FOR PERMIT __/__/ RESPONSIBILITY AND LIABILITY THEREFROM. E(BASE)= 1,6 OC ON CENTER 2 __00,000 PSI 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED P/C PRECAST 3 THE DESIGN 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL REINFORCING STEEL 2. STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH PCF POUNDS PER CUBIC FOOT -/ -/ -- ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CONNECTIONS ISS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT 4 THE DIMENSIONAL LUMBER MEMBERS AND THEIR ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PL PLATE 5 -'/-'/-- ---- CERTIFICATE OF OCCUPANCY. 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM THE TIME OF INSTALLATION OF 19%OR LESS. PLF POUNDS PER LINEAR FOOT SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND PLWD PLYWOOD QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PSF POUNDS PER SQUARE FOOT ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. Designed By : NM CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. Drawn By : NM GOVERN. BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF SHALL NOT BE USED. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY Checked By : AA 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS,MEMBERS,ETC.)MAY BE USED REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT Date : 05/11/2023 SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS Scale: AS NOTED RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. AND TIED SECURELY,UNLESS OTHERWISE NOTED. DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS FRAMING TO COLUMNS AND WITHIN Y-0"OF COLUMNS. OTHERWISE NOTED ON PLANS. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF. DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. SHEATHING PANELS: COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING, 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. S �000 INDICATED. 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT T-0" CENTERS MAXIMUM, CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 FOR ALL SLABS ABOVE GRADE. GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., PLYWOOD SHALL BE USED ON FLOORS. INC. OR APPROVED EQUAL.(DRY FILM THICKNESS 2.9 TO 3.5 MILS) Sheet# DiLandro Andrews Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 EXISTING 1'-8"WIDE FOOTING Info@DiLandroAndrews.com MINIMUM, 3'-0"MIN BELOW GRADE. CONTRACTOR TO VERIFY IN FIELD AND CONTACT FOR IF CONDITION VARIES Professional Seal I BP-1 —BP-1 HD HD HD (ABOVE) HD HD ��OF NE(,1,yp eNR SW-1 - -_ -- - --- - - -- - -- O� -W8x18 f ��oo .. .. ...: :. 1 - - �i— ' 28-02 --� .... .•..•. Q M 9 m oc � 'Cr LU 5. 1 3 4x LVL 210 � 15 it - > 2 0 c� AT 1 o.c. _ '' 1 FO 09720� AT 1 o.c. AT 1 N \, - --OPEN m - -- - ; FESSIO zt —— —— BP-1 /W OD�S AIRS HD (ABOVE) r F2.0 I —'B,�OTHERS Q BP-2 I i - -- 4 /4x9 1j4 LVL- --z000 - 1000 HD ]INo atoo - - - - ae-oa- -- -' sioo W8x18 0 --- �_.-_=--r _ F ,,.. •.,•.:, o:• - - =- J \ HD SW-1 - IG ABOVE G �GJ 2e-05 `�\ HD �+G HD Q - HGU7.25 SDS HA GE N B A BY SIMPSON OR DEMO EXISTING SLA S REQUIRE O I FOR INSTALLATION OF NEW I - APPROVED EQUAL FOOTING. REPLACE SLAB IN KIND cWn U) OPEN ...i d v M N. PROTECT AND MAINTAIN EXISTING 4 m I m FOUNDATION 00 i - --- j REMOVE EXISTING I I 1 3 4x 9 1/4 LVL 1 1 8„ SHEATHING FOUNDATION AS REQUIRED TO AT 1 o.c. INSTALL NEW CONCRETE I HGU7.25-SDS HANGER PIERS,TYP. OF 4 BY SIMPSON OR F .5 F2.5 HD o APPROVED EQUAL 9.s HD j _ © -- - ze os�RAnn-oi> - 1 c 6 TYP. 5 TYP. - J �g�' J ICI ij� ills S-200 y r S-200 O a> rn ( II I BOTTOM OF NEW FOOTING TO I ( v x I I'II O MATCH BOTTOM OF EXISTING r x FOOTING,TYP. OF 4 I I F 2. III' BP-2 - I i W 1 J 9.3 - W$M 0 1 © 51I --- - - - FOUNDATION PLAN ROOF DECK FRAMING PLAN HIGH ROOF FRAMING PLAN SCALE: 1/4" = V-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= V-0" _> r LEGEND z ww II <- INDICATES FOUNDATION WALL. 4000 Z) PSI COMPRESSIVE STRENGTH MIN. 0 - INDICATES FOUNDATION WALL SHELF, < _ SEE DETAILS FOR SIZE I-- = C.0 W O - INDICATES TOP OF SLAB ELEVATION Lb FROM DATUM ELEVATION a U (MOMENT CONNECTION VALUE - INDICATES STEEL COLUMN BELOW I-x'-xx"I - INDICATES BOTTOM I OF FOOTING (FT-KIPS EL. FROM DATUM ) �+�+�Gp - INDICATES STEEL COLUMN ABOVE BELOW Revisions BEAM MATERIAL No. Date Description BEAM SIZE SPAN DIRECTION +GJ�' 1 05/18/23 FOR PERMIT C 7 - INDICATES CONTINUOUS/ISOLATED NOTES: �— -INDICATES STEEL COLUMN ABOVE 2 RAFTER PITCH EXTENTS OF FOOTING, 4000 PSI COMPRESSIVE 1. &SW-X- INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. DIRECTION---� FRAMING g4? ® -INDICATES WOOD POST BELOW ® - INDICATES LOAD BEARING WALL BELOW 3 --/--/-- --- STRENGTH MIN. � i ---- PROVIDE z THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO (2) 1 3/4x 11 7/8 LVL `V` ® - INDICATES WOOD POST ABOVE 1 BELOW C � - INDICATES LOAD BEARING';WALL ABOVE �- BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH ®s�oo 2B-oi N O - INDICATES 12" SONOTUBE w/ BF 28 SHEARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM END REACTIO� ¢ ❑ -INDICATES WOOD POST ABOVE - INDICATES SHEAR WALL MOMENT BIG FOOT FOOTING, 4000 PSI KIPS-STEEL) JOIST RAFTER ) L CONNECTION �—TYPE. &SPACING COMPRESSIVE STRENGTH MIN. 2. HD - INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL ( COLUMN WOOD POSTS TO BE(2)-2X MINIMUM U.O.N. Designed By : NM SHEET S-300 FOR SCHEDULE. BEAM NUMBER OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Drawn By : NM INDICATES BASEPLATE TYPE. SEE 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. Checked By : AA DETAIL 1/S-400 BEAMS / HEADERS JOIST/ RAFTERS COLUMN / POST WALL 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A -S.F. - INDICATES STEPPED FOOTING. SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. FRAMING LEGEND SEE DETAIL 7/S-400 5. ALL JOISTS OVERBEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND Date : 05/11/2023 BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. /� Scale: AS NOTED NOTES: 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. HEADER SCHEDULE 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF 7. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. H-1 -INDICATES HEADER TO BE(2)- 1 3/4x7 1/4" LVL 4X4 W-2.OxW-2.0, OVER 10MIL VAPOR BARRIER. 2. DATUM 0'-0" IS SET TO TOP OF FIRST FLOOR SUB H-2 -INDICATES HEADER TO BE(2)- 1 3/4x9 1/4" LVL FLOOR. H-3 - INDICATES HEADER TO BE(2)- 1 3/4xl 1 7/8"LVL S � i 00 Sheet# DIAMOND SAW CUT. IN AREAS WHERE 6" 6" LSTOP REINF. SHORT OF SLAB IS LEFT EXPOSED, (I.E. LEFT JOINT AT EACH SIDE FIRST POUR SECOND POUR 56 BAR 0 UNCOVERED), FILL W/SPECIFIED 6" 6" (T'P•) STOP REINF. SHORT OF CENTER JOINT FILLER IN ACCORDANCE W/ 4'PREMOLDED TONGUE MANUFACTURER'S INSTRUCTIONS AND GROOVE JOINT JOINT AT EACH SIDE �N LINE COLUMN/PIER/OR GRADE BEAM TO BE CENTERED ON DI La nd r0 FOOTING Im to Andrews Engineering OPENING ¢ I COLUMN/PIER/OR GRADE 158 County Rd. 39, Suite 10 m I I BEAM I -�11—{ Southampton, N.Y.11968 �r Office: (631) 259-3959 z I I I PIER/COLUMN Info@DiLandroAndrews.com NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING = w I REINFORCEMENT IF REO'D SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS F- 0 JOINT LOCATIONS NOTED"CJ" UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL U' Professional Seal IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. w FOOTING TOP O V) I I REINFORCEMENT IF REQ D, TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL DIAGONAL BARS SEE SCHEDULE ��OF NEwY (2)- BARS @ EACH FACE OF (2)#5 BARS AT EACH ,`P NENRY 0 FACE OF WALL/T&B OF � WALL/T&B OF SLAB. FOR SLAB o `o— o —p` 0 0 o p� O Ow WRAP W.W.F.AROUND CONT.#4 SIZE, SEE NOTE 1 (TYP.) _ m cc VAPOR RETARDER z NOSING BAR, EDGE W/1"RADIUS TOOL SEE PLAN FOR 4 . t— ® • ~ LAP EDGES 24"AND TAPE, REINFORCEMENT g 1'-0" OMIT AT EXTERIOR SLABS w SEE PLAN FOR CHANGE NOTES: Fp 09720� U) MIN IN ELEVATION - 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL A9�FESSIONP�� REINFORCING.AT SLABS USE#5 BARS. 0 FTG. BOTTOM REINF., M SEE SCHEDULE 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT o BOTTOM OF FTG. EL., CIRCULAR OPENINGS 12"AND LARGER. x NOTES: SEE PLAN _ 1 2 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. ivilv_ —I 1. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS PROVIDE CONT. CHAIR AT REFER TO GEO TECH. __ TYPICAL SLAB/WALL PENETRATION DETAIL ISOLATED FOOTING SCHEDULE � � 2 SCALE: N.T.S.T-0"O.C. MAX TO MAINTAIN REPORT OR 6"MIN. S-200 BEARING CAPACITY OF SOIL= 2000 PSF REINF.AT EL. SHOWN GRANULAR SUB-BASE ALLOWABLE SIZE REINFORCEMENT CALLOUT THICKNESS ADDITIONAL INFO. NATURAL"CUT"GRADE OR AXIAL LOAD LENGTH WIDTH LENGTHWISE WIDTHWISE COMPACTED SUB-GRADE F-2.0 7.0 KIPS 2'-0" 2'-0" 1'-0" (3)-#5 (3)-#5 90d HOOK @ END TYPICAL SLAB ON GRADE DETAIL-RESIDENTIAL STEPPED SLAB DETAIL F-2.5 11.5 KIPS 2'-6" 2'-6" 1'-0" (3)-#5 (3)-#5 90d HOOK @END F-3.0 16.5 KIPS 3'-0" 3'-0" 1'-0" (3)-#5 (3)-#5 90d HOOK @ END F-3.5 22.5 KIPS 3'-6" 3'-6" 1'-0" (3)-#5 (3)-#5 90d HOOK @ END TYPICAL SLAB ON GRADE DETAIL F-4.0 1 29.5 KIPS 4'-0" 4'-0" 1'-3" (4)-#5 (4)-#5 90d HOOK@ END 1 NOTE: S-200 SCALE: N.T.S. 1) ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING-FOR OFFSET FOOTINGS FURTHER CALCULATIONS ARE REQUIRED. J 2) MINIMUM BASEPLATE SIZE IS TO BE 1'-0"x1'-0"x3/4". Q W 3 TYPICAL ISOLATED FOOTING DETAIL r) S-200 z SCALE: N.T.S. O C COL.\PIER\FTG. < X/2 V2 0 0 z 1�6W m _ O H LL G N 4 BARS 6 BARS N ® t X ® ® e 8 BARS 10 BARS N r �'J COL.\PIER\FTG. > TOP OF PIER —' 2"CLR. U z (2)-#4 TIES SET AT 2" O.C.AT TOP W �.— LJJ DOWELS TO MATCH VERT. REINF., SEE PIER O w Q VERT. REINIF. SCHEDULE z 0CL U1 0 #5 DOWEL @ 12"O.C., O w a TYP. HILTI HIT-200+HAS Q CONCRETE PIER, SEE U = p PLAN AND SCHEDULE W O Y FOR DIMENSIONS W C mCID 0" D � FOOTING, SEE FOOTING 5" 5" Ln V Cf) SCHEDULE AND DETAIL a z TIES SIZE AS PER"TYPICAL COLUMN, PIER,AND BUTTRESS TIE DETAILS."PROVIDE(3)-TIES FOOTINGRevisions SET AT 2"O.C.AT BOT, OF PIER. 0No. Date Description REMAINDER OF TIES SPACED C7 w 1 05/18/23 FOR PERMIT AS PER"TYPICAL COLUMN, Z 0 2 4-4-- ---- PIER, AND BUTTRESS TIE V) O DETAILS w a- --/-4-- ---- #5 DOWEL @ 12"O.C., TYP. HILTI HIT-200+ HAS 4 --/--/-- ---' SECTION 5 ;4 PIER SCHEDULE 5" 5" Designed By : NM MARK E-W DIR N-II YDIR 11 VERTICAL REINF. Drawn By : NM P-1 1'-4" 1'4" (6)-#6 Checked By : AA 11111R�117 INN WALL ADD CONCRETE Date : 05/11/2023 4 PIER SECTION DETAILS AND SCHEDULE 5 TYPICAL FOUNDATION DOWEL DETAIL Scale: AS NOTED S-200 SCALE: 3/4"= 1'-0" S-200 SCALE: 3/4"= 1'-0" S �200 Sheet# _j CONNECT ROOF BEAM TO TOP OF POST W/ Z (2)-SIMPSON MTS16 TWIST STRAPS, —ROOF BEAM, SEE PLAN u FOR SIZE AND LOCATION ALTERNATE SIDES OF POST III W FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DiLa WOOD POST, SEE PLAN ndro - Via; ,° CONNECT ROOF POST TO FOR SIZE CONNECT TOPS OF DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS Andrews g POST/STUD BLOCKING AND LOCATION RAFTERS ON J - ROOF FRAMING BELOW W/CS16 OPPOSITE SIDE OF M o A 1/2"0 A307 THRU-BOLT RAFTER TO TOP PLATE,TOE NAILED (3 8d PER RAFTER COIL RAP RIDGE W/SIMPSON U-6" 1'-4" W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST So County n, N.Y. Suite 10 LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP Southampton, N.Y.11968 O O SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP Office: (631)259-3959 ROOF RAFTER AND ROOF QUANTITY COLLAR TIE TO RAFTER,FACE NAILED Info@DiLandroAndrews.com Z (3 Bd PER TIE SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END SIZE AND THICKNESS, � RESPECTIVELY,AND ARCH. RIM BOARD TO RAFTER,END NAILED (2)16d EACH END RIDGE BEAM, SEE Professional Seal PLAN FOR SIZE DWGS. FOR PITCH A 1/2"0 A307 THRU-BOLT W/ ROOONRAFTERS TO RIDGE 4 16d PER RAFTER N WASHERS @ 16"O.C.W/ o ( )@ WALL FRAMING PER RAFTER OF NEIv O BLOCKING TO MATCH FA (3)16d 2 EACH END �P NENRy WOOD POST ABOVE CONNECT CRIPPLE TO HEADER WITH SIMPSON TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT MTS30 TWIST STRAP 2x BLOCKING TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE = a m FACE NAILED 24"O.0 1— BETWEEN RAFTERS STUD T STUD,FACE NAILED 16d loll O.C.'ALONG EDGES 4 MULTI-MEMBER CONNECTION DETAIL TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED 2 16d PER FOOT F 0 720'l CONNECT HEADER/BEAM '�ii O TO POST/JACK AND KING �J CONNECT RAFTERS TO TOP S-300 SCALE: N.T.S. STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT AROFESSIONP� STUD W/SIMPSON OF WALL W/SIMPSON TS12 DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. STRONG TWIST STRAPS DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END (g)16d JOINTS,FACE NAIL IN LAPPED AREA TIE HH HEADER HANGER SIMPSON STRONG TIE HHUS BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" O.C.ALONG EACH EDGE FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS CONTINUOUS HEADER TO STUD,TOE NAILED 4 8d LVL GIRDER APPLICATION FACEMOUNT HANGER FOR TJI APPLICATION CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE FLOOR FRAMING WALL JOIST TO SILL OR GIRDER,TOE NAILED (4)8d PER JOIST SHEATHING BRIDGING TO JOIST,TOE NAILED 2 d EACH END BLOCKING TO JOIST,TOE NAILED 2 8d EACH END 7LVLGIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED 3 16d EACH BLOCK SEE PLANS FOR HEADER LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST SIZE AND LOCATION I JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST BAND JOIST TO JOIST END NAILED (3)16d PER JOIST SEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2)16d PER FOOT GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2 16d 12"O.C. STRUCTURAL PANELS 8d 12"-24"O.C. 1 TYPICAL WOOD BEAM/POST STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL 3 TYPICAL GIRDER TO GIRDER/JOIST DETAIL 5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS S-300 SCALE: 3/4"= V-0" S-300 S-300 _ S-300 SCALE: 3/4"= 1 -0 SCALE: 3/4 - 1 -0' SCALE: N.T.S. WALL SHEATHING PANEL, SEE WALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, SCHEDULE SIMPSON HOLD DOWNS SCHEDULE DOWNS AT ALL SEE SCHEDULE SHEAR WALL AT ALL SHEAR WALL END J _ SHEATHING PANEL EDGE SHEATHING PANEL EDGE END POSTS, SEE POSTS, SEE SCHEDULE NAILING PER NAILING PATTERN SCHEDULE ANCHOR HOLD DOWN Q "A". SEE SCHEDULE NAILING PER NAILING PATTERN o TO THE TOP FLANGE "A". SEE SCHEDULE SHEAR WALL END POST, OF STEEL BEAM W/ WSEE SCHEDULE o CONT. TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE 11THREADED ROD Q MATCH FLOOR JOIST DEPTH � CONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE MATCH FLOOR JOIST DEPTH THREADED ROD II z CONNECTING II C SEE PLAN FOR JOIST SIZE AND NAIL BOTTOM AND SHEATHING SPACING SEE PLAN FOR JOIST SIZE AND HOLD DOWNS I I G SPACING THROUGH FLOOR NAIL BOTTOM AND SHEATHING TO BLOCKING PER NAILING SEE SCHEDULE II Q PATTERN "B"SEE SCHEDULE TO BLOCKING PER NAILING W —SHEATHING PANEL EDGE PATTERN"B" SEE SCHEDULE SHEATHING PANEL EDGE F-- ry NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN "A"SEE SCHEDULE "A"SEE SCHEDULE 7T 71: 0 STEEL BEAM, SEE PLAN SECTION A SECTION B SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POST, SHEAR WALL END POST, SHEAR WALL END POSTS, SEE SEE SCHEDULE SEE SCHEDULE SCHEDULE SIMPSON HOLD DOWNS AT SIMPSON HOLD DOWNS AT 2x BOT.AND FLOOR SHEATHING. AT FLOOR LEVELS AT STEEL BEAMS ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END NAIL AND SHEATHING 70 LVL POSTS, SEE SCHEDULE NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE o C A BLOCKING PER NAILING p BLOCKING PER NAILING W Lr) /y PATTERN"B"ON SCHEDULE L7 PATTERN"B"ON SCHEDULE \ (2)-2x TOP (2)-2x TOP / co � SOLID LVL SOLID LVL W/ LVL BLOCKING BLOCKING LVL BLOCKING BLOCKING r BETWEEN I-JOISTS BETWEEN I-JOISTS 0 THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD �/ z DOWNS THROUGH FLOOR, SEE DOWNS THROUGH FLOOR, SEE Ea fa a Ck SCHEDULE SCHEDULE SIMPSON HOLD DOWNS SIMPSON A34 FRAMING SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END SHEAR WALL END POST, W ANCHOR, PROVIDE(2)- ANCHOR, PROVIDE (2)- SEE SCHEDULE POSTS, SEE SCHEDULE SEE SCHEDULE Q SIMPSON HOLD DOWNS AT ALL SHEAR C ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR o B ANCHORS PER LVL BLOCKING WALL END POSTS, SEE SCHEDULE /� WALL END POSTS, SEE SCHEDULE LVL BEAM, SEE PLAN ANCHOR HOLD DOWN WITH SIMPSON HOLD O (3)-PLY MIN. o THREADED ROD THROUGH MIDDLE PLY OF LVL BEAM DOWNS AT � = V 2x BLOCKING, TYP.AT ALL SHEATHING PANEL EDGE ALL SHEARWALL SHEATHING PANEL EDGE 2x BLOCKING,TYP.AT ALL o PANEL EDGES NAILING, PER PATTERN PANEL EDGES NAILING, PER PATTERN END POSTS, SEE "A" ON SCHEDULE "A"ON SCHEDULE SCHEDULE W O SHEAR WALL END POST, WALL SHEATHING SHEAR WALL END POST, WALL SHEATHING L SEE SCHEDULE PANEL, SEE SCHEDULE p� SEE SCHEDULE PANEL, SEE SCHEDULE SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 DRILL AND EPDXY AT ALL SHEAR WALL END ° ON SCHEDULE AT ALL SHEAR WALL END o ON SCHEDULE POSTS, SEE SCHEDULE ANCHOR RODS AT HOLD POSTS, SEE SCHEDULE 1/4"x 5"x 5"STEEL DOWNS AT FOUNDATION Revisions TOP OF FDN.WALL OR �TOP OF FDN. WALL OR PLATE RECESSED LEVEL, SEE SCHEDULE No. Date Description HAUNCH SLABPh HAUNCH SLAB INTO LVL BEAM 1 05/18/23 FOR PERMIT DRILLED IN AND ADHESIVE DRILLED IN AND ADHESIVE ---- ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. AT LVL BEAMS AT FOUNDATION LEVEL 3 -44-- AT FND. LEVEL, SEE SCHEDULE AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. ---- FOUNDATION WALL SILL TO TOP N FND. FOUNDATION WALL WALL OR HAUNCH 4 OR HAUNCH SLAB WALL OR HAUNCH OR HAUNCH SLAB SLAB, SEE SCHEDULE 5 -_/__/-- SLAB, SEE SCHEDULE 6 TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS , TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS $ TYPICAL HOLDOWN CONNECTION DETAILS Designed By: NM S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4.,_ 1 -0" S-300 _ Drawn By : NM - SCALE: 3/4'- 1 -0 Checked By : AA NOTES: SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN"B" SIMPSON HOEDOWN 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR ANCHORAGE OF P.T. SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: ate D 05/11/2023 MARK LOCATION TO TOP OF FOUNDATION WALL] SHEATHING PANEL DRILLED IN A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE Scale: AS NOTED HAUNCH SLAB EDGES TO VERT. 2x BOT. AND FLOOR ANCHOR AND EPDXY END POST SCREWS SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD THICKNESS BOTH SIDES OF WALL STUDS TO HORIZ. SHEATHING TO LVL MODEL FOUNDATIOO N/ ANCHORED /SOLID WOOD BLOCKING/LVL WALL BELOW EMBEDMENT POST SIZE (MIN.) OF THE INDICATED DIAMETER. 2X BLOCKING DEPTH (MIN.) B. AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED REFER TO 1"Q�x12" LONG ANCHOR (14) SIDS j x 22 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. SW-1 FRAMING PLAN 1/2 N 2 BOLTS AT 4'-0"o.c. 10d AT 6"O.C. 16d AT 6" O.C. HDU4-SDS2.5 5/8"0 10" (2)-2x S �300 9 SHEAR WALL SCHEDULE AND NOTES S-300 SCALE: N.T.S. Sheet# 1 Load bearing or braced/shear wall JOIST DETAILS Plate nail-16d(0.135"x 3/") 1y2'round holes may be cut above(must stack over wall below) �� at 12 on-center Load bearing or braced/shear wall above anywhere in web outside of Plate nail, 16d(0.135x3Yz ) ALLOWABLE HOLES - TJI Joists Plate nail, 16d(0.135"x 3 y") When sheathing thickness exceeds�/e', 2x stud wall at Floor panel nail- Blocking panel: 1Ya"TJ®Rim Board, (must stack over wall below when present) p. ® hatched zone if they are at 16'on-center - P 1)/"or 1y"TimberStrand'LSL or No load bearing located 3"away horizontally at 16"on-center Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2y")at 6"on-center 1Ye"TJ'Rim Board, %"or Web stiffener TJI®joist. wall above \Z57Min.distance from Table A Min.distance from Table B (edge-to-edge) Plate nail-16d(0.135"x 3y") Blocking panel: from a 1y"TimberStrand®LSL or required on both * Web stiffeners required on ® larger hole. q 2x4 minimum Web stiffeners ®• sides at A2W ONLY at 16' on-center 1 a"TJ Rim Board, DO NOT TJI joist Floor panel nail- Sheathing both sides at A3.4W ONLY squash blocks required each side 1Ya"or%"TimberStrand®LSL cut or notch flange. boundary nails, at 63W ONLY or TJI® Dist ` DiLandro 8d(0.131"x 2y")at 6"on-center* „ 1 „ 1 8d(0.131 x 2Y2") %"or I Y °°'99 Andrews Web Stiffeners required at 4"on-center TimberStrand® Ye' Web stiffeners 6" O °:,7 O g ii E n g i n e e r i n g Rim-to-joist q I LSL rim board. required on both y grouped 2 2 2 6" 6" I nail • , each side atA3._W B1 B1W � q Toe nail, Toe nail, Toe nail-10d(0.131" sides of both joist 6" L1 2 x Dt D1 Close/ rou ed round L 2 x L D %"TJ'Rim Board, When sheathing x 3" at 6"on-center I i ends at 64W ONLY No field minimum holes are permitted if 158 County Rd. 39, Suite 10 10d 0.131"x 3" 10d 0.131 x 3" 12" ) minimum No field cut Donor cur ( ) ( ) (A3.1/A3.1 W only) thickness exceeds/', Web stiffeners required DO NOT holes in (applies to all holes the group perimeter holes/n holes larger Southampton, N.Y.11968 at 6"on-center at 6"on-center 1Ya"or 1�"TimberStrand®LSL. trim sheathing tongue min. End of joists at hatched meets requirements for hatched + . on both sides at B1 W cut holes in cantilever except knockouts) q than A2 in Office: (631)259-3959 TJI®rim joist at rim board centerline reinforcement. zones round or square holes, zones cantilever Web stiffener and B2W ONLY of support lnfo@DiLandroAndrews.com required on both Toe nail-10d(0.131"x 3") q Must have 13/4"minimum at 6"on-center* proper g Table A - End Support Install ro er blocking to Blocking panels may be required pp * sides at Al ONLY joist bearing at ends.Attach * support all panel edges B2 B2 Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from ed a of hole to inside face of nearest end su ort 86* rim joist per A3 detail. 819(9(9 walls above or below-see detail 61 B3 63W below-see detail B1 64 B4W JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installations specifications see Rim Board A3.4 A3.4 1k DEPTH TJI 2" 3" 4" 5" 6Y2" 7" 8/s" 11" 13" 2" 3" 4" 5" fiy4" 7" 6%" 11" 13" Professional Seal *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 tA3.3 p W Nail through 2xcantilever,wood backer and O O Details and Installation in Weyerhaeuser Installation Guide 1Ya"TJ'Rim Board or 1Ya"or 1y"TimberStrand' TJI®joist web with 2 rows 10d 0.148"x 3" 110 r-0" r-6" r-13" 3'-0" 5'-0" r-o° 1'-6" 2'-6" 3'-6" 4'-6^ Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. for Floor and Roof Framing,TJ-9001. Blocking 1 ( ) 210 1'-0- 1•-8" 2'-6" 3'-0" 5'-6" 1'-0" 2'-0" 2'-6" 4'-0" 5'.0" QF NEtV Y LSL. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. eY•. 230 1•-6" 2'-0- 2'-6" 3'-6" 5'-6" P , 1 ® 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" top and bottom flange.Nail to blocking panel with Use 16d(0.135' x 3/")nails with 3y"TJI 360 1'-6" z'-o' 3'-0^ a'-o" s'-o" p 1'-6" 2'-6„ 3,_6„ 5'-0" F-6- .`P �ENRj' ,p connections equivalent to floor panel schedule. joist flange widths. 560 r-6- 2•-6" 3'-6^ F-0^ 7'-0° z-o^ 3'-0^ a'-o° 5'-6" s-o' 6'-0"length of TJI'joist 8"diameter maximum hole for 118"- ® ® 110 r-o" r-0^ 1'4' 2'-0" 2'-6" 3'-0" 6-6^ r-0- r-6" 2'-0" 2'-6' 4'-6" F-a' 6%0 1Y"TJ Rim Board 1Ya or 1y2 TimberStrand reinforcement and filler 16"deep blocking panels;6"diameter r 210 r-o° r-s° r-o^ r-o" 3'-0° 3'-6^ s'-o° r-o° r-6- r-s^ 3'-0" 5'-0" s-s^ s'-s" 0 4'-0"length of 8"diameter maximum hole for 117/"- block. Use 4'-0"length maximum for blocking panels 9Y2' LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11/e' z3o 1-0' 1'-6" 2'-0' 2'-6" V-a• 3'-6" 6'-6" 1-o" z'-0" 2'-6" 3'-6^ 5'-s' S'-s" 7'-0" I- m cc 1 , 7 ® one each at top and bottom flange. 360 T-6" 2•-0" 3'-0" T-6" 4'-6" 5'-0" 7'-0" T-6" 2'-6" 3,-6" 4'-6- 6'-6" 6'-6" 7%6" 3/"reinforcement 16' deep blocking panels;6"diameter with 9/' and 11/"TJI deep or shorter than 12"long. with one 8d(0.131 x 2/ ) ) - 8"diameter maximum hole for on one side at E2, 1 Attach reinforcement to joist nail at each corner 660 r-6^ 2'-6^ 3'.0" 4'-0" s-s- 6-0^ s'-o^ z'-s° 3'-s" a'-s° 5'-s^ 7'-0^ r-s^ e'-0° both sides at E3 g p oasts. Do not cut flanges. with one 8d(0.131"x 2Y2') pp �` 0 \ maximum for blocking panels 9/ j 9 F1 a lies to Web stiffeners 117/"-16"deep blocking panels; 110 r-o" r-a' r-a' r-0^ r-6" 2'-0- 3'.0" 5'-6" r-0' r-°- r-6" 2'-0° 3'-6" 4'-0" 6'-0" 8'-0' deep or shorter than 12' long. Horizontal blocking uniformly z10 1 0 1 0 1 0 1 s z-o z-6 3-s 6'-0" r-0^ r-a' 2'-0^ r-6- 4'-0- a'-6^ 6'-6- 8'-6^ O 9720� t`C� Load from above required on both 6"diameter maximum for 1'/a"TJ'Rim Board 1Ya"or 1%" Hall at each corner j 1 Do not cut flanges. panels between each loaded joists 141, 1•.0" 1'4' 1'-6" 2'-6" 2'-s" 4'-0" 7'-0" 1'-0" T-0" 2'-0" 3'-0" 4'-0- 5%0" 7'-0' V-0" OF sides at E1 ONLY blocking panels 9/2'deep or TimberStrand'LSL. Nail with j p p " only. 3so r-o° r-o° 1'-e" 74' a-6" 4'-0" 6-6" 8'-0" 11-0" 1-6" 2'-6^ 4'-0- 6•-0- s'-6" 8'-0" 9'-6" ESS1� shorter than 12"long. joist. Nail to to late with 0 10d(0.131"x 3")nails,one 12"length of Ya" connections equivalent to Wood rk' vt<` 5so r-o° r-o° z'-o° 3'-0° a'-s" 5'-0° s'-s" s'-o° 1'-s- 3'-0° a'-o' S'-o^ 7'-°" r-s^ 9'-0^ 10'-0' Y6" Do not cut flanges. 1Y8"TJ'Rim Board or 1Y"or 1y" each at to and bottom flange. �� 1 110 r-o° r-0° r-o' r-0" 1'-0" r-0^ r-o- 3'-0° 5'-0- r-o° r-a' r-o" F-6° r-6" 10'-0^ TimberStrand'LSL. Nail with 10d P g reinforcement on floor panel schedule. backer s �a+�\�e�e ot`�� one side at E5, 3 �g aa5 210 -0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 3'-8" 6'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 12"length Of/a" 0 t as O 16" 230 T-o" --0" 1'-0" 1•_0" T-6" 1'-6" 3'-0" 4,-0" 7'-0" 1'-0" 1'-w 1,-o,, 2'-0" 3'-6" 4'-0" A" 9'-0" 11'-0" ' (0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 g ��2 �e�e �`� top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side Ga�ti� g<r lJw�o 360 r-o° r-o° r-o° r-o^ r-s° r-s° 4'-s° s-s' s'-o° r-o^ r-o° r s- 3-0° s-o° 5'-s° s'-o- 10'-0" 1r-s° blocking between at ET both sides at E8 F1 �e 1-0^ 12'-a, A on-center, e 9 ll ched. Use 2 1 g „ Less than 5" 3so 1,01' 1'°„ 1" 1,0" 2 B' 3-°" 5-0" 7-6" 10'-0" 1'-0" 6- 37- 8" 10" 7'-0" 1a_0" 1 2x4 minimum \� i y /8 Less than 5 O O 18 360 1,_0„ 1,_0„ 1,_0„ 2,_0„ 4,_6„ , •, 3 ,_ •, ,_ „ ,_ " , Attach reinforcement each joist a^ s 7 6 10 12 1a/. 1s/, a s 7 a" 10" 12' 1a/," 163/4" to joist flange with 2 7 E7 EB 1 0 1 0 1 0 2 0 a o F-6- 9'-s^ r-a' 3'-0° a'-6° s'-o" 10'-0° squash blocks 1 p" 8d(0.131"x 2y")nails at 6" a� TJI'joists. 7 0 10'-6" 1/a' Tim,Rim Board or 2', oR` �` Ga * WEB STIFFENER ATTACHMENT 3so r-o° r-o- r o" r-o" r-o° a-a' 7'-0- 10'-0- 1 ® �� on-center.When reinforcing E5 E6 --L CS Use 2x4 minimum squash blocks to 1Ya or%"TimberStrand LSL. Face gram �a� both sides,stagger nails. ��Y8'minimum 20 560 r-o- 1'-0- 1-0- •r-o" r-0- 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„ 2Y4'maximum se nails,one each at top and E2 E3 0Y2"for TJI' Nailing: Table B - Intermediate or Cantilever Support bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort Apply subfloor TJI'joist blocking with end JOIST rJi® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathingL Web stiffener both sides. DEPTH adhesive to all blocks installed at joist-span 2^ 3" a" 5" 6Y2' r• a a^ 11" 13" z^ 3'• a" s' sy^ r' s%e' 1r' 13" ® Flush bearing plate required. Flashing locations using See table below. *With point load from above,and no support Hanger height must Double TJI Joist Filler Block: g contact surfaces g below,install web stiffener tight to top flange 110 2'-0" 2'-6^ T-6" 4'-6" 7'-6" T-6" 2'-6" 3'-6" F-6" 64' g g Hanger Backer Block: Install tight Maximum overhang two 8d(0.113"x 2y") I Tight fit* 210 2'-0- 2'-6" 3'-e- 5'-a' 8'.0" 2'-°^ 3'-0" a'-o" 6'-6- 7'-6- be aminimum of 60% Attach per the table. to to flange(tight to bottom permitted at beam. (gap at bottom flange) eye• B ofjoist depth Nails shall be driven from P g ( g P Treated 2x_ nails or 230 2'-6" 3'-0" 4'-0" F-s" e'-6- 2'-0' V-6" 4%6" 6%6" r-6^ alternating flange with face mount hangers). ledger a WebNailing Requirements 360 T-0- 4'-0" 6-6" 6'-6" 9'-0" 3'-0" 4'-6" 6-6" 7'-6" 8'-0" when possible.es.Clinch nails Clinch nails when possible. See fastener g ® 1I��o�S�5�a�\ 21/ screws, cal TJI'Joist Series (in.)th Stiffener Size Type Number Nails 560 T-6" 5'-0" 6'-0' T-6" 10-0' a'-o' S'-s^ a-s" s'-o" 9'-0" u t i• table below.Maintain 1Ya' TJ Rim Board or 1Ya" dp�G 5 5 End Intermediate 110 r-0^ 1'-0" r-6^ 2'-6" 4'-W 4'-6- 8'-6^ r-0^ r-6" 2'-6" 4'-0" 7'-0" 7'.0" 9'-6- W or lYz'TimberStrand LSL. 110 All /8'x 2/s'i'i 210 r-0^ l'-0^ 2'-0" T-0- a'-6- F-0- s'-a' '-0" 2'4' 3'-°^ a'-6- s'-a' e'-0" 10'-0" 2' distance(minimum)from 8d 11'/a" 230 T-0- 2'-0- 2'-6" 3'-6" 5•-0' 6-6^ 10'-0' 1'-0" 2'-6" 3'-6^ 6-0" 8%6" 9'-0" 10%6" Top mount edge of ledger to fastener, r 210 All 3q"x 251g'i" 360 2'-0" T-0" 4'-0- 5'-6" T-a• 7'-6" l l'-0- 2'-0' 3'-6" 5%0" 7'-0^ 9'-6" 9'-6" 11'-0" han er 230&360 All 7 "x 25 ,,,1) (0.113"x 2y') J 9 1 t Option#2: /a /s 3 3 560 1'-6" 3'-0" 4'-6" 5'-8" 8'-0" 8'-6" 12'-0" V-0- 4'-6" 6'-0^ 8'-0" 10'-6" 11'-0' 12'-0" Fastener Allowable LoadR)(lbs/bolt) 2x_strapping installed atY 16d 110 1'-0" T-0" 1'-0" 1'-0" 2'-0- 2%6" 4'-6" 8'-6" 1'-01' 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 9'-0" 17-0" Z W Backer block g joist-span locations using two 560 All 2x4i2) 1 „ 210 1'-0' r-0" 1'-0" r-0- 2'-6" T-0^ 5'-6- 9'-6" 1'-0" 1'-a' 2'-0" T-6" 6'-0" 7'-0" 10'-0" 1T-0" Face mount Y2't Through h bolt (0.135"x 3/ ) 14" 230 P-0" T-0" 1'-0" 2'-°" 3'-6" 4'-0" 6'-0" 10'-6^ 1,-0- 1'-0„ 2'-6„ 4'-W 6'-6" 7'-6" 11'-0' 13'-6"hanger both sides Of web Rim Board Material y2'lag bolt yz"Through bolt with Air Space 2y"screws per joist,typical with Single TJI'joist 1%"TJ'Rim Board(3) 480 695 18' 4 4 360 1'-0" r-o- 2'-0" 3'-6" 5'-6" s'-o^ 8'-6" `IZ4' 1'-0" 2'-0" 4'-0' F-8" 9'-0" 10'-0' 12'-0. 14'-0" Web stiffeners required if sides of 1 4'TimberStrand LSL 610 725 615i4 Option#3: 560D 20 2x412' 16d 5 5 560 1%0- 1'-o" 1'-6" T-6^ 5•-6" 6'-6" 9'-6" 13'-6- 1'-0" 3'-0" 5'-0' 7'-0' 1O%W l l'-0" 13'-6^ 1 F-0" < q With top mount hangers,backer block required only 1 Y2"TimberStrand'LSL 675 725 Directly applied ceiling 22"(3) (0.135"x V22") 6 11 110 1'-0" 1,- r-a' r-o- 1'-0- 1'-0- r-6" s-0" F-6- 1'-0" 1'-°" 1'-0" 1'-a, 3'-6" a-s° s'-6° 11'-6° 15'-0" H1 hanger do not laterally support at H2 H3 24"(3) 6 13 210 r-o^ r-o° r-o- r-o^ r-o° 1'-a 3'-6- 6'4' 10'-0" 1'-0„ P-0" T-o' 1'-6" 4'-6" F-6" 10'-0" 12'-6" 16,-0" O least%"of TJI'joist top flange O for downward loads exceeding 250 Ibs or for uplift 0 (1)cDrrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout, one of W 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 64' 11'-0" 1'-0- 1'-0" 1'-0" 2'-6" 5'-0- 6'-0" 10'-6" 13'-6" W_6" LL W conditions.For nailing requirements see page 5,TJ- (2)Allowable load determined in accordance with ASTM D7672. O h O (1)PS1 or PS2 sheathing,face gram Vertical 3so 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'0" 4'-0" T-6" 8'-6" 13'-0" 1 a'-6" 1T-0" 9001 Weyerhaeuser installation Guide for Floor and O 3 1%"TJ"Rim Board is allowed with joist depths<16"only. the bracing options above is required 2 Construction grade or r ye O 1 P Y 560 1-0" 1 0" 1-0" 1-0" 2'-6" 3'-6" 7'-0" 11'-0" 15'-0" 1'-0" v_n-, 3•-6" 5'-6,, 9,_a' 10'-0" 14'-6" 16'-0" 18'-0" Roof Framing, TJ-9001. (4)Maximum y2'shimmed air space. (3)Web stiffeners are alwaesre required for 22"and 24"TJI'560D Joists W 4" 6" 7" 8" 10" 12" 143/4" 16Y4• 4" 6" 7" 8" 10" 12" 14%" 16Y4• O BEAM DETAILS FASTENING se FLOOR PANELS 18,• 360 1'-a' -6" T-0" -o" 9%0" 14'-6" 1'-0" 4'-0" -6" 9'-0' 14' 16'-6" 19'-0' O Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'-0" 1'-0" 1'-0" 2'-0" 6'-0' 10'-0" 15'-6" 1'-0" 6'-0" 6'-6. 11'-6" 16,-6„ 18'-0" 19,-6" TJI'1+i1z1 Rim Board 1y4. TJI'Joists 110 210 230 or 360 360 560 560D 3so 1'-0" 1'-0" 1'-a, 1'-0 3,-0- V-o- 1r-0" 16-0- r-0" r-6" 4'-0" 7'-0' 12'-6" 16'-6" lg,-o- 20'-6" BEARING FOR DOOR zo BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1Ya"TJ' TimberStrand'LSL TimberStrand'LSL Microllam' Parallam' 5so r-o^ r-o- 1'-0^ r-o^ r-s^ F-s^ 11'-s° 15'-s" T-o^ 3'-0^ s'-o^ a'-s^ 1a'-o^ 1T-6. 1s'-°- ao'-s° BEARING AT WALL and 230 560 Rim Board 1y4' 1Y2' Depth m OR WINDOW HEADER CONNECTION CONCRETE WALL or wider LVL PSL P 9�"-11 s" 14"-16" gY2"-11,e" 14"-16" 9Y"-11%" 1a"-16" 18 -20" 117/ 14"-16" 18"-20" 22"-24" Rectangular top longesthome. • Leave Ya"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. 8d(0.113"x 2Y2'),8d(0.131"x 2Y2") 4" 3" 6" 4" 3" 3" 4" 4' Filler Block(1) 2x6+Ya" 2x8+V 2x6+Y2" 2x8+Y2" 2x12+y2' Two Two Two Four%4'x 15" . J 1 8"TJ'Rim Board or Strap per code if top plate 2x6 2x8 Tables are based on uniform load tables in current design literature. 1Y4' Cn or 1 y"TimberStrand' is not continuous over 10d(0.148"x 3"),12d(0.148"x 3Y4") 4"(3) 413) 6" 4" 3" 3" 5, 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole nnay be located Q J LSL or blocking for lateral header 16d(0.162"x 3%") 6" 6" 16"141 6"151 6"(5) 6"lal 8"(4) 6" Cantilever Filler 2x6 2x10 2x6+W 2x10+W 2x6+y" 2x10+Y2" Not at the center of the joist span provided that no other holes occur in the joist. ( , sheathing sheathing sheathing sheathing Not applicable Q support 1 Stagger nails when using 4"Fastener s spacing and maintain%"joist and plic edge distance.One row of fasteners b permitted two at spacing (Detail E4) 4'-0"long 6'-0"long applicable ALLOWABLE HOLES - Headers and Beams I-- O gg g P g ®. P g P ( 9 4-0 long 6'-0"long 4'-0"long 6'-0"long panel edges)for diaphragms.Fastener spacing for TJI joists in diaphragm applications cannot be less than shown in table.When fastener spacing for 1 Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. Backer Block( ) LL l late is not continuous (Detail F1 5 " 3 " 3 " 7 " " s " /a or/4 /a or/ /8 or V Net 2x6 2x8 2x12 Two/ x 15" ® J p ...' (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least and staggered. �.55E imberStrand LSL Headers and Beams + or H2) sheathing over column (3)With 10d(0.148' x 1/�)nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the Q Top mount Filler 0.131"x 3 z'7 (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting). Nail Size (0.131"x 3") ( largest hole(minimum) hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than%"(to minimize splitting). Backer (0.131"x 3") Column Protect untreated Y depth Face mount (6)Can be reduced to 3Y2'on-center if nail penetration into the narrow edge is no more than 1Y4"(to minimize splitting). Filler 32 50 Allowed hole zone wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail hanger Quantity(2)l2) 15 contact with recommendations listed above. Y Backer 15 15 - ----- -- ------- L1 L2 L3 See current Weyerhaeuser concrete ■Maximum nail spacing for TJI'joists is 18"on-center. r O O Y L4 6 j • (1)If necessary,increase filler and backer block height for face mount hangers and maintain Ys"gap at top of joist;see detail W.Filler and backer block o L ------ -------- ■14 ga.staples may be substituted for Sd(0.113"x 2Y')nails if minimum penetration of 1"into the TJI )Dist or rim board is achieved. dimensions should accomodate re o ° 0 0 0 1.55 E TimberStrand LSL O O literature for framing connectors O 1 required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). g ■To minimize splitting,maintain edge distance and row spacing of 2/2 x nail diameter or 3g",whichever is greater. (2)Clinch nails when possible. ■Nailing rows must be offset at least Y2'and staggered. Header or eeamt Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser installation Guide for Floor Depth Hole Size Multiple-Member Connections for Top-Loaded Beams and Roof Framing, TJ-soo>. 9v"91 3" p p Joists must be laterally supported at 8" 8" 11Y4'-11�/" 35/e' Fastener Installation Requirements cantilever and end bearings by blocking 14"-16" 4%" Piece #of Fastener TJi®joist floor framing does E1 panels,hangers,or direct attachment to General Notes See illustration For allowed hole zone W � Width Plies Typen) Min. Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with > co BEARING AT (2) sides,stagger fasteners on the second mid-span blockinguniform and/or concentrated loads anywhere along the member. 10d nails 3" 3 12„ side so they fall halfway between p • Round holes only COLUMN 2 12d-16d nails 3 Y" 2'2j One side f fasteners on the first side. • No holes in headers or beams in plank orientation. 0 � Screws 3%"or 3y" 2 12" H2 Other Trus Joist® Headers and Beams '^ 10d nails 3" 3i2' vJ • 12" Both sides Al Rim board joint 12d-16d nails 3 Ya" 2`2) DO NOT bevel cut joist Microllam' LVL B Z 3 E2 between joists DO NOT overhang seat cuts 1 4" 33/"or 3y" „ Both sides beyond inside face of wall. O g 1.3E TimberStrand' and Parallam PSL i r 1 Screws 2 24 Load must be applied evenly across 3 on beams beyond the inside LSL hole zone hole zone 2 x diameter of the y depth uJ W 5" One side entire beam width.Otherwise, use face of support member• largest hole(minimum) Verify column capacity 10d nails(" 3" 3i2> connections for side-loaded beams. DO NOT curt,notch or drill and beam bearing 12" One side ••• holes In headers or beams L5 length.See current 4 12d-16d nails(" 3 Y" 2i2, (per ply) d --- _`-1 except as indicated in o L--- -J o o Illustratioins and tables. Weyerhaeuser literature. 5 or 6" Both sides O Screws 6%" 2 24 One side Multiple pieces can be nailed or bolted together to ° ° L6 form a header or beam of the required size, up to a TJI'rim joist CS _ Microllam LVL and Other Trus Joist®Beams 5"or 6" Both sides maximum width of 7" IV'TJ'Rim Board or Parallam'PSL Screws 2 24" L3 Header or Beam Maximum Round U = U 3y" 2 6%4' One side A2 1Y4'or 1 y"TimberStrand'LSL. alloidd a Yle zone 43/8th Hole Size w O y bolts 8" 2 24" 5Y2' 1 Y4" O � 1 10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW, USP WS,or TrussLOK' d 1.3E TimberStrand® LSL allowed hole zone d ( ) B1 L1 7Ya"-20" 2" � � U COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 1JVLJ_VSee Illustration for Allowed Hole Zone I L (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 BEAM ON B2 • Allowed hole zone suitable for headers and beams with uniform loads only. COLUMN CAP NAILING AT BEARING (FLOOR) L5 • Round holes only TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes in cantilevers. Revisions ® Load bearing wall above • No holes in headers or beams in plank orientation. No. Date Description 1Ys"TJ Rim Board or � 9 ) p or 1 y"TimberStrand'LSL. Joist may be shifted up to 3"if • Use di or B2 ri WARNING i One 10d(0.128"x 3") floor panel edge is supported O intermediate bearin s 1 05/18/23 FOR PERMIT One l e (0.113ex rive nail into each flange B4 9 Joists are unstable until braced lateral) 3 --/--/-- nail each side. Drive and span rating is not exceeded. With load bearingOr 2 / -/ Do not cut joist flanges. y O nails at an angle at braced/shear Wall BracingIncludes: ---- P1 Plumbing top from above Blocking Sheathing Strut Lines 4 least 1y"from end. End of joists • Hangers • Sh Board • Rim Joist 5 --/--/-- ---- 3Y2"minimum at centerline COLUMN BASE 1%4'minimum end bearing g Also see detail B2 of support L2 -' I intermediate bearing single-family applications 5%"may be required for maximum H1 Shear transfer, Connections equivalent capacity o �Z _ Designed By : NM to floor panel nailing schedule t. � �c„ � d Drawn By : NM �,�:.,::.:•, ..•" Rim to TJI®Joist ° / 1Ys"TJ'Rim Board, ® o e DO NOT walk on joists DO NOT walk on joists DO NOT stack building Checked B 1 ® TJI 560 rim joist:Toe o until braced. that are lying flat, materials on unsheathed 1Y4'or 1/"TimberStrand LSL. Additional joist is required if / or TJI'110 rim joist: nail with 10d(0.128"x 3") floor panel edge is unsupported L4 0 \ , / INJURYMAY RESULT. joists.Stack only over nails,one each side of p2 One 10d(0.131"x 3")nail into ®. ® or if span rating is exceeded. •' •a. r WARNING NOTES: beams or walls. TJI joist flange TJI 560 o Exterior Deck each flange ; ; o LA DO NOT use sawn Lack of proper bracing during construction can result in serious ® floor joist Attachment lumber for rim TJI 210,230,and 360 rim joist: "• Structural accidents.Observe the following guidelines: Date : 05/11/2023 One 16d(0.135"x 3y")nail into INSTALLATION TIPS °;�: O board or blocking, 1.All blockin han ers,rim boards and rim oists at the end su orts of the TJI'joists must be coin letel installed and ro erl nailed. AS NOTED ELEVATED sheathing e e j PP J P Y P P Y each flange. ® •Subfloor adhesive will improve floor performance,but O O as 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 Scale: COLUMN BASE With depths> 16 , use TJI 360 rim joist. after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 13/4"minimum bearing p J may not be required. o Top View 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. Locate rim board joint between joists. O Safety bracing(1 x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at Von-center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with See ALLOWABLE on-center for TJI' 110 joists)and 4.Sheathing must be completely attached to each TJI'joist before additional loads can be placed on the system. j of a TJI joist(with web stiffeners)is not a substitute concrete 1Y"knockouts O H3 HOLES 5.Ends of cantilevers require safe bracing on both the to and bottom flanges. + z extended to a braced end wall. g P g �';: • 1Ye"TJ'Rim Board or for squash blocks or blocking panels. at approximately 6.The flanges must remain straight within 1!2"from true alignment. ..jl., Fasten at each joist with "sir. '.; '• 1y"or 1 y"TimberStrand'LSL. 12"on-center two 8d 0.113"x 2Y2")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint andJor coating on this S �301 y` +`'`"' •When joists are doubled at non-load bearing parallel j g P (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California Optional partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer. For more information on Proposition 65,visit wy.com/inform. P plumbing or HVAC. ® TM flush with inside face SUSTAINABLE P3 non-shrink See framing Ian if applicable)or rout Drive nails at an g P ( PP ) � of wall or beam FORESTRY g One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). We erhaeuser,Microllam,Parallam TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, g INITIATIVE �► Y 9 splitting of plate and Roof Framing, e bearing For minimum Al� Weyerhaeus er Weyerhaeuser NR. © 2020 Weyerhaeuser NR Company. All rights reserved. Sheet# A w1 ha=e Certified Sourcing 1Yz"minimum from end end and intermediate bearing lengths. C�1 www.sfipr e sn-ooma September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof framing, TJ-9001 and the Deep Depth Trus Joist TJI Joist Installation Guide TJ-9006 which should be referenced for additional information. ROOF FRAMING DETAILS Heel Connection (Platform) Hip/Valley Intermediate Support Outlooker Detail Connect rafter to hip with five 16d (0.131"x 34") nails. Ridge Connection Connect rafter to valley with 16d (0.131"x 3Y4") nails per table below. Dormer Framing TimberStrand®LSL or TimberStrand®LSL rafter 1 x_or 2x_ceiling joists Toenail with four 16d(0.131 x 3/a') nails Four 16d (0.131"x 3Ya")nails Microllam'LVL ridge board each side, or four 16d(0.131"x 3Ya")nails Attach blocking to lateral bracing at 48 at each end of strap/cleat ; through ridge into rafter rafter with two 16d on-center or as specified rr DiLandro (0.131"x 3%")nails Toenail hip/valley to ` Andrews post with three Sheathing or other lateral Header joist see plan E n g i n e e r i n g TimberStrand bracing as required Hip member or „ Toenail header to rafter with four 16d(0.131"x 3Y4") LSL rafter valley beam 16d(0.131"x 3/a ) nails from each side, or use a hanger for reactions 158 County Rd. 39, Suite 10 Lateral blocking per nails per side exceeding 500 lbs. See Framing Connectors tables code or for lateral to bearing in Weyerhaeuser Roof System Guide TJ-9005 for Southampton, N.Y.11968 wind requirements TimberStrand® LSL Sloped bea ng surface ,hanger capacities. Office: (631)259-3959 ceiling joist Attach post to bearing wall or Info@DiLandroAndrews.com beam with three 16d(0.131"x Beam or ceiling joist A23 or A3 clips each side. 2x TimberStrand®LSL plate 2 times joist spacing, „ sized to support post {Addresses lateral load only, (connection design may be minimum 31� )nails per side not intended for wind uplift.)* required, contact your Professional Seal 3" maximum rafter Weyerhaeuser representative) Additional connections may be required seat cut overhang Structural sheathing Rafter-to-Valley Connection OF E Attach plate to rim with �G N W y to resist wind forces in high wind zones Rafter Rafter Roof Snow Load �Q� NENRy O.p 16d(0.131"x 34")nails On-Center 30 LL+ 15 DL 50 LL+ 15 DL 80 LL+ 15 DL at 12"on-center Span Spacing Number of 16d (0.131"x 3 Ya") nails required O� 4 Minimum Ridge Board Depth 6' S 5 5 ►_- $ m Rafter Pitch *Angle Clips cc RSlzer 4:12 to 9:12 10:12 to 11:12 12:12 Hanger ClipNailing 16" 18' 6 9 12 See plan for member Fp 09724'1 �r Ridge Board Sizes Type Top Plate Rafter/Ceiling Joist Rafter Connection for Thrust: 24' 8 12 '09 P�� 2x6 2x8 2xl0 2x10 Simpson •For lap connection nail quantity requirements, see Rafter Span and Heel OFESSI01 2x8 2xl 0 2x12 2xl2 Strong Tie® A23 10d x 1Y2 10d x 1YZ Connection Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. Ceiling outlookers 6 5 5 7 -If fewer than 8 nails are required, use only one A23 or A3 clip, each side. at hip end 24„ 12' 6 8 11 2x10 14" 14" 14" USP Structural q y p' 9 13 ' 2x12 14" 16" 16" 22 Connectors® A3 10d x 1Y2' 10d x 1Yz" - If 8-15 nails required, use two A23 or A3 clips, each side. 18 18 12 * Open, see plan R R *Contact your Weyerhaeuser representative 24 26 for additional connection information. Trimmer joist see plan Heel Connection (Lap) Valley-to-Hip Connection TimberStrand®LSL rafter Hip/Valley Low End Sloped hanger Hip/Ridge/Valley/ Post Detail Hip member or (sloped/skewed if roof) Sheathing or other lateral valleybeam pitches are unequal). W 3"Maximum rafter TimberStrand®LSL or Hip member bracing as required ® Notch TimberStrand®LSL Hip/valley co seat cut overhang Microllam LVL ridge board hip/valley to sit on post depth(d) Depth of hip/valley Ur' (minimum of 75%of original at seat cut(y). z Lli member depth must remain). See table below Ridge board. Toenail C Q Toenail hip to ridge with five ridge-to-hip with four G = 16d (0,131"x 3Y4") nails. 16d (0.131"x 3Y4") TimberStrand®LSL Connect rafter to nails R W LLI Attach blocking to rafter with ceiling joist valley using 16d 27 two 16d 0.131"x 3%4" nails c2> LL" ( ) (0.131"x 3Ya'") nails W 16d (0.131"x 3Y4")nails Attach hi /valle member to late � Lateral blockingper code or for heel/lap connection* Post or bearing wall p y P 0 p g with three 16d (0.131"x 3Y") nails Valley beam. Connect to hip for lateral wind requirements Toenail ceiling joist to top plate per side member with sloped hanger. O Toenail rafter to top P late with with two 16d(0.131"x 3Y4") nails Hip/Valley Depth p y pt Contact your Weyerhaeuser representative for sizing of a hip W m three 16d(0.131"x 94")nails Minimum Percentage of Original HipN@112y Depth Required or valley with a point load. _I TimberStrand LSL rafter Member Type I TimberStrand®LSL I Microllam®LVL * Hip Member 1 30% 1 50% See Framing Connectors in Weyerhaeuser Roof System Guide, < .I R For heel/lap connection nailing see Rafter Span and Heel Connection R R Valley Beam s 21 Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 23 Hip member or valley beam 25 Calculate percentage as y/d x 10() 28 c2�TJ-9005 for hanger capacities. 0 See Rafter-to-Valley Connection table in Detail R26 above. - < �- W ® ne ROOF DETAILS w General Notes `a Weyahaeuser Unless otherwise noted, all details are �7�'•"� valid to a maximum slope of 12:12. Joists>16"have a maximum slope of 3:12. Web stiffeners are required with all 22"and V-cut shear blocking-1�"or 1%" q TimberStrand®LSL rim board 2x4 one side. Use 2x6 if 24"joists and when the sides of the hanger Beveled web stiffeners required on 2x4 one side. Use 2x4 both joist spacing is greater than ) spacing p do not latterally support at least 3/"of the both sides.Cut to match roof slope. INTERMEDIATE BEARING r sides if joist s acin is 24"on-center. TJI®joist top flange.Also see framing plan. Blocking panels or shear blocking may be Two rows 8d �� o� greater than 24"on-center. ��`�° Web Stiffener required on specified for joist stability at intermediate supports (0.113"x 2%")nails �� �°c W Ln Shear blocking- both sides at R3W ONLY at 8"on-center -I t y„ co %"TJ®Rim Board, Web stiffeners Twist strap and backer block required at 10d(0.128"x 3") EE M %"or 1%"TimberStrand® Variable slope seat required on both R7S with slopes es greater than 3:12.See � r LSL or TJI®joist. ° p Birdsmouth cut sides at R7W ONLY P g nails at 8' connector must not Nailing Requirements at Bearing in on-center 0 r TJI®joist flange overhang inside Weyerhaeuser Installation Guide for Floor Web Stiffener required on and Roof Framing,TJ-9001. I both sides at R1 W ONLY must bear fully on face of plate. Beveled 2x4 block plate. W z Beveled 2x4 block with 0 w Y adjacent span maximum `L Beveled bearing r `L W beveled web stiffener on d�` LLI a plate required when `L . opposite side of web on both sides r Beveled bearing plate A a� Beveled web stiffeners required when slope O O O 2x4 block for soffit support slope exceeds Ya:12 a'I-`� PP exceeds/4:92 R3 R3W R5 R7 R tR7 R7S is allowed only with joist depths< 16" Rn8 Rg BIRDSMOUTH CUT allowed at low end of joist only Q ��0nn BIRDSMOUTH CUT allowed at low end of joist only `�/ BIRDSMOUTH CUT allowed at low end of Joist only O > V j y > O `%3 adjacent span maximum I Q R1 R1 W U = U W Q Filler block:Attach per the table below. M Clinch nails when possible. Backer block:Install tight to bottom O flange(tight to top flange with top mount W U) U hangers).Attach per table below. a LSTA18 strap nails at H6S Revisions with slopes greater than 3:12 No. Date Description Strap nails: 1 05/18/23 FOR PERMIT Leave 2%"minimum end SHEAR BLOCKING and VENTILATION HOLES(Roof Only) 2 --/--/-- ---- distance Y Y y 3 2x4 one side. Use 2x4 both LSTA24(Simpson Strong-Tie or USP Double LSTA18(Simpson Strong-Tie®or USP Structural Connectors strap with twelve Field trim to match joist depth at outer edge joist 4 --/--/--Two rows 8d(0.113"x 2�") r sides if joist spacing is ) P Variable slope joist hanger. Beveled 1 P 9 y p Structural Connectors®)strap with 10d may be required 5 nails at 8"on-center p,� �� greater than 24'on-center. (0.148 x 1�')nails required at H5S with web stiffeners required on both sides. of wall or locate on wall to match joist depth. twelve 10d(0.148' x%")nails slopes greater than 3:12 Use 1 Y8"TJ®Rim Board with depths s 16". Y when L exceeds L 1 y" Additional blocking 7 Additional blockingg � joist spacing L may be required for TJI®Depth, D TJI®Flange Block Nail x . y q P Allowed hole zone Design B shear transfer may be required Width Type Size Quantity Beveled web 9 By : NM for shear transfer. less than 3%" Filler 10d(0.128"x 3") 10 Y Y Y Blocking stiffener each Filler Strapnails: 9%"<D<_16" Backer 10d 0.128"x 3" 10 Drawn By : NM ( ) � � � /as required side of TJI Joist Beveled 2x4 block. Leave 23/"minimum Strap nails: 3Y„ Filler 16d(0.135"x 3Y2") 10-each side % web Checked By : AA end distance Leave 23/"minimum Backer IOd(0.128"x 3") 10 Second beveled web � � stiffener required on end distance Filler 10d(0.128"x 3") 15 � 2x_ ®overhang. Notch TJI®joist flange must opposite side at R10W only. Double beveled bearing late less than 3 2 around TJI foist top bear fully on plate. 0^ g P Backer 10d(0.128"x 3') 15 Z' when slope exceeds Y4:12 Variable slope joist hanger. 16 <D<_20" Maximum allowable V-cut End wall flange. Birdsmouth cut must not Beveled web stiffener Filler 16d(0.135"x 3Y") 15-each side ® overhanginside face of a+ Beveled bearing plate required 3/' For TJI joists with slopes of 10:12 to 12:12,the vertical depth of required each side. Backer 10d(0.128"x 3" 15 P P plate. Date : 05/11/2023 when slope exceeds Yn:12 Web Stiffener required on q ) shear blocking at bearing will require 1�"TJ Rim Board or 1�"or R10 R10 R14 R14W both sides at R14W ONLY H5 H5 20"<D<_24"O 3y„ Filler 16d(0.135"x 3y") 25-each side SB 1y"TimberStrand®LSL that is one size deeper than the TJI®joist. O gC BIRDSMOUTH CUT allowed Scale: AS NOTED O O SS HSS is allowed only with joist depths< 16" Backer I Od(0.128"x 3") 15 O DO NOT use 1Y"TJ®Rim Board with 18"-24"TJI®joists or in 1 O O at low end of Joist only HISS is allowed only with joist depths < 16" vertilation-hole applications. SS For filler and backer block sizes see Weyerhaeuser TJl® Joist Specifier's Guide,TJ-4000 Weyerhaeuser Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California s � 3 2 to cause cancer. For more information on Proposition 65,visit .com/inform. SUSTAINABLE FORESTRY INITIATIVE A Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. Certified Sourcing Sheet# www3fiPralia a srw October 2017 Reorder TJ-4014 COLUMN z STEEL COL., SEE PLAN CONNECT FLANGES WIDTH 2 iv 0'-3" TO PLATES W/(4)-3/4"0 Mir +6" _j w (4)-3/4"0 HIT-Z POSTI e"xl2"xBEAM GAUGE A325 SLIP CRITICAL � Di La nd ro FULL PEN BOLT NAILER TO BM.W/ "0 O p + STEEL PLATE 0'-11', BOLTS TYP. THRU-BOLTS AT 2'-0"O.C. Andrews o U 1/4 I I W. EMBEDMENT 2 ®ae AND HIT-HY-200 STAGGERED ACROSS BM. WEB E n g i n e e r i n g CENTER "THICK BASE PLATE ON ADHESIVE (2)-ROWS 2'0 THRU BOLTS AT 16" O.C., STAGGERED AT 8"O.C. 2X NAILER(S) 158 County Rd. 39, Suite 10 LINE 4"THICK LEVELING PLATE o 0-11" TO MATCH BASE PLATE w = 5/16 TYP I Southampton,e: (63 ) 9-395 968 Office: (631) 259-3959 2 2 DIMENSION ON g I I Info@DiLandroAndrews.com EXTERIOR FACE OF 1 a' NON SHRINK GROUT w w FOUNDATION WALL m a FOUNDATION WALL, SEE o CEN ER PLAN AND DETAILS FOR BEAM #OF 4"A325 S.C. MOMENT LI E REINFORCEMENT SIZE BOLTS T&B FLANGE CAPACITY(kip*ft) I I I I Professional Seal W8 4 16 PLAN (0 ELEVATION W10 4 20 PLATE O SINGLE PLATE 0 SINGLE P N yO OF NEW = 6 31 I CONNECTION W/e I I CONNECTION W/2" NE R y 9� COLUMN w TYPE 1 BASEPLATE 4 25 THICK PLATE THICK PLATE O a 7k WIDTH 0 W12 6 37 I J"xFLANGE I I s M +6" z STEEL COL., SEE PLAN WIDTHx61" PLATE 8 50 2 FULL PEN STEEL BEAM, SEE PLAN FOR SIZE. 4 28 FT SNIDE UG BEL BLOCKING TWEEN BEAMIPPED TOFLANG S F , 0 O (ANCHOR BOLTS W.GRADE" 36 W14 6 43 I I Op OFE7210N o U 1/4 SS O O I I EMBEDMENT AND 3" HOOK 8 57 CENTER f IF 3a'THICK BASE PLATE ON LINE 4'THICKLEVELINGPLATE 3 TYPICAL STEEL BEAM PAD OUT AND NAILER O O TO MATCH BASE PLATEUj z 1 DIMENSION ON < gS-400 SCALE: 1-1/2"= 1'-0" �;N 01.112" 0'-12 1 "NON SHRINK GROUT m o BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION FOOTING, SEE PLAN AND Iv DETAILS FOR CENITER REINFORCEMENT LINE PLAN Q ELEVATION 2 TYPICAL BEAM TO COLUMN MOMENT CONNECTION a TYPE 2 BASEPLATE S-400 SCALE: 1-1/2"= l'-0" w a STEEL COL., SEE PLAN STEEL COLUMN, SEE PLAN z SIN g COLUMN WIDTH+1/2" o p (2)-3/4"0 F1554 GRADE 36 U 1/4 I I ANCHOR BOLTS W. 12" EMBEDMENT AND 3"HOOK 1/4 CENTER 4'THICK BASE PLATE ON 2 -R. 9x3/8x0'4% (1 )-EA.!'THICK LEVELING PLATE (2)-1/4"ANGLES 0 ( ) ( )-EA. SIDE, TO MATCH BASE PLATE z WITH (2)-HOLES FOR$" 0. 11 ' 1�" DIMENSION ON � O THRU-BOLTS 2 p CL (3)-3/4 0 A325 BOLTS cry 1 4" NON SHRINK GROUT w w s O + m p FOUNDATION WALL, SEE (2)4'0 A 325 BOLTS AT W8 S = COLUMN WIDTH+3 1/4" 2 PLAN AND DETAILS FOR REINFORCEMENT o o CEN ER z LINE PLAN ELEVATION I I — (3)-3/4"0 A325 BOLTS SINGLE PLATE 0j p I I CONNECTION W/$" R 9x3/8xBEAM O v TYPE 3 BASEPLATE THICK PLATE WIDTH+2 (2) BOLTS W/W8 W I TYPICAL STEEL BASE PLATE DETAILS M I I LVLBEAM W 1 • • 1/ W LLI S-400 SCALE: 3/4"= 1'-0" I -�2 3x3/8xBEAM (- BOLTED DOUBLE ANGLE WIDTH +2" H U) CONNECTION AS PER AISC (2)-1/2"0 A307 THRU-BOLTS; NICK THREADS TO PREVENT BACK-OFF SOLID FULL DEPTH BLOCKING; SIMPSON TB1460S COLLATED WIDTH, DEPTH TO MATCH SCREW @3"o.c. oR 4 TYPICAL STEEL BEAM CONNECTIONS JOIST/RAFTER APPROVED EQUAL. TYPICAL WOOD BEAM FRAMING TO STEEL COLUMN MINIMUM (2) PER BLOCKING 5 MEMBER S-400 SCALE: 1-1/2"= 1'-0" S-400 W Lr) SCALE: 1-1/2"= 1'-0" \ co o aMM Mm, a �_ L3x3x1/4 TUBE POST �- WOOD FLOOR JOIST/ROOF WOOD FLOOR JOIST/ROOF z RAFTER; SEE PLAN FOR RAFTER; SEE PLAN FOR W SIZE&SPACING SIZE&SPACING I'_ W TOP OF STEEL BEAM CO 4rn BOTTOM OF STEEL BEAMV O A A o STEEL BEAM PIPE POST TYP.AT TOP 8 O PROVIDE 1/2"SHIM WHEN BEARING, W Q AND BOTTOM 3/16 TYPICAL SHEAR OR PARTITION WALLS ARE 00 M D BLOCKING;AS REQUIRED LOCATED ABOVE BEAM BOLT LAYOUT DETAIL A-A W Lo 0.. (2)-IROWS 1/2" 0 COUNTER-BORED,A307 BOLTS, PLAN AT PIPE PLAN AT TUBE AT 16"O.C., STAGGERED AT 8"O.C. SUBFLOOR NOTE:AT TJI FRAMIING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. N Revisions - - - ¢— - - — - - - - - — - No. Date Description T.O. JOIST fi 1 05/18/23 FOR PERMIT L3x3xl/4 SOLID FULL DEPTH BLOCKING; AS REQUIRED _ T.O. STEEL 3 --/--/-- ---- 4 --/--/--5 ---- PIPE/TUBE POST I --/--/-- ---- I IN Designed By : NM ( __WOOD FLOOR JOIST/ROOF RAFTER Drawn By : NM (2)-1/2"0 A307 THRU-BOLTS, NICK Q Checked By : AA SIN THREADS TO PREVENT BACK-OFF TJI/ILVL FLOOR JOISTS —� PSL OR ANTHONY POWER SIMIPSON FACE MOUNTED HANGER Date : 05/11/2023 BEAM BLOCKING (IUS @ WOOD FLOOR FINISHES. Scale: AS NOTED M1 U @ STONE/TILE FLOOR FINISHES) 3/16 TYP. A - A 7 TYPICAL LVL/TJI TO STEEL MEMBER S IIIIIIIIIIIIIIz+ 00 6 TYPICAL STEEL PIPE/TUBE POST BRACING AT WOOD FRAMED FLOOR LEVELS S-400 SCALE: 3/4" = V-0" S-400 SCALE: 1-1/2"= 1'-0" Sheet#